HomeMy WebLinkAboutF_A-3-0 - ROOF PLANUP
2x ROOF RAFTER
(PER STRUCT.)
INTERIOR FINISH
(PER PLANS,
WHERE OCCURS)
AIR-PERMEABLE
INSULATION
(PER PLANS)
MIN. 2 LAYERS 15#
ROOF FELT O/. CAP
SHT.
1/2" CDX PLYWD. SHT'G.
MIN. (REF. STRUCT)
SHINGLES TO BE NO. 1 GRADE WESTERN RED CEDAR W/. A MAX.
MOISTURE CONTENT OF 25%
FASTENERS PER NOTE #3
LENGTH TO BE
DETERMINED BY
UNDERLAYMENT LAYER,
REF. NOTE #5
(2) PER SHINGLE/SHAKE
12 SLOPE PER PLAN
(MIN. 4:12 SHAKES)
(MIN. 3:12 SHINGLES)
WOOD SHINGLE NOTES:
1.
SHINGLES TO BE INSTALLED ON SOLID SHT'G. IN ACCORDANCE
WITH CBC TABLE 1507.8
2.
FASTENERS MUST BE HOT-DIPPED GALVANIZED W/. ZINC COATING
WTS. IN ACC. W/. ASTM A 153, OR S.S.
3.
'FSR TREATMENT, INC.' CLASS 'A' ROOFING ASS'Y. ICC# ESR-1410
STARTER COURSES AT THE EAVE MUST BE DOUBLED, W/. FIRST
COURSE BEING FULL-SIZE TREATED SHINGLES, SUPPLIED BY
'CHEMCO, INC.' 15" OR 18" TREATED SHINGLES MAY BE USED FOR
THE FINAL COURSE AT THE RIDGE.
4.
PRODUCTS LISTED AS 'CLASS B' SHINGLES MUST BE INSTALLED O/.
SPACED OR SOLID SHT'G. COVERED EITHER W/. ONE LAYER OF 1-1/4"
DENS-DECK ROOF BOARD, MANUFACTURED BY GEORGIA PACIFIC
CORP., OR W/. ONE LAYER MINERAL-SURFACED CAP SHEET
COMPLYING W/. ASTM D 3909. WHERE UNDERLAYMENT IS REQ'D.,
THE UNDERLAYMENT SHALL BE INSTALLED OVER THE DENS-DECK
BOARD OR MINERAL-SURFACED CAP SHEET. FASTENER LENGTH
FOR THE SHAKES MUST BE INCREASED FOR THE THICKNESS OF THE
DENS-DECK BOARD OR CAP SHEET. THE DENS-DECK BOARDS MUST
BE FASTENED TO SPACED OR SOLID SHT'G. USING A MIN. OF FOUR
FASTENERS PER BOARD TO AVOID PANEL SHIFTING PRIOR TO
INSTALLATION OF THE SHAKES. THE MINERAL-SURFACED CAP
SHEET MUST BE INSTALLED WITH 2" OVERLAPS ON THE SIDES AND
ENDS, AND ATTACHED W/. A SUFFICIENT NUMBER OF FASTENERS TO
HOLD THE SHEET IN PLACE PRIOR TO INSTALLATION OF THE
SHAKES.
5.
MIN. CAP SHT. -REF.
NOTE #5 ABV.
EXPOSURE & OVERLAP PER
CBC TABLE 1507.8.6
AUTOMATIC SPRINKLERS TO BE INSTALLED THROUGHOUT & IN
ATTIC AREAS IN ACCORDANCE WITH C.N.B. STANDARDS (PROVIDE
SEPARATE APPLICATION, REF. 8/T-1)
6.
EAVES TO BOXED 1-HR. ASSEMBLY PER NBMC 15.04.2207.
UNVENTED ENCLOSED RAFTER ASSEMBLY NOTE:
1. AT UNVENTED ENCLOSED RAFTER ASSEMBLY PROVIDE
1X SLEEPER OVER ROOF UNDERLAYMENT FOR MIN. 1/4"
VENTED AIR SPACE SEPARATE WOOD SHAKE OR
SHINGLE AND ROOFING UNDERLAYMENT TO MEET
REQUIREMENT OF THE SECTION R806.5 OF CBC
2. NO INTERIOR CLASS I VAPOR RETARDER SHALL BE
INSTALLED ON THE CEILING SIDE (ATTIC FLOOR) OF THE
UNVENTED ATIIC ASSEMBLY OR ON THE CEILING SIDE OF
THE UNVENTED ENCLOSED ROOF FRAMING ASSEMBLY.
CONT. BUILT-UP FASCIA &
SHDW. BD. -ARCH TO APPV.
SIZE PRIOR TO CUTTING
ROOF RAFTERS
COPPER GUTTER AS SEL.
ROOFING PER PLAN & MAT.
SCHED. O/. ROOFING FELT
(MIN. 2 LAYERS 15#)
2x ROOF RAFTERS PER
STRUCT.
ROOF SHT'G PER STRUCT.
EXTERIOR FINISH PER
PLANS & MAT. SCHED.
COPPER DRIP EDGE (TYP.)
2X SOLID BLK'G.
1x6 T&G SOFFIT PANELS -
PAINT & SEAL (COLOR AS
SEL.) PROVIDE VENTS FOR
ATTIC VENTILATION PER
CRC R806 AS NEEDED
9 1
/
4
"
1 1/2"3/4"
5
1
/
2
"
3
3
/
4
"
OVERHANG PER PLANS
1/
4
"
9 1
/
4
"
9 1
/
4
"
9 1
/
4
"
2X SOFFIT FRM'G
TYP. REVEAL -COORD.
W/. EAVES RATED
MIN. 24" TO PL.
FILLED REGION INDICATES ATTIC SPACE-REF. ATTIC
VENTILATION CALCS.
ROOF PLAN LEGEND
1x T&G SOFFIT O/. TYVEK (OR EQUIV.)
PAINT (ARCH. TO APPV.)
INTERIOR FINISH, PER PLAN
(WHERE OCCURS)
'TYVEK' OR EQ. BLDG. WRAP
CDX PLYWD. SHT'G. (PER STRUCT'L.)
THERMAL BATT INSUL'N.
CAULK & SEAL
ROOFING MATERIAL (REF. PLANS)
O/. 30# ROOF FELT & CDX PLYWD.
ROOF SHT'G. (PER STRUCT'L.)
CONT. BUILT-UP FASCIA & SHDW.
BD. -ARCH. TO APPV. SIZE PRIOR TO
CUTTING ROOF RAFTERS
CAULK & SEAL
BASE FLASHING
EAVE FLASHING W/. DRIP (BY
ROOFING MFGR.) TO MATCH ROOF
EXTERIOR FINISH -REF. PLANS &
MAT. SCHED.
2x BLK'G.
1"
OVERHANG PER PLANS
2x SOFFIT FRM'G.
MIN. 24" TO PL.
2x ROOF RAFTER
(PER STRUCT.)
INTERIOR FINISH
(PER PLANS,
WHERE OCCURS)
AIR-PERMEABLE
INSULATION
(PER PLANS)
MIN. 30# ROOF FELT-(2)
LAYERS GAF VERSASHIELD
UNDERLAYMENT
15/32" CDX PLYWD. SHT'G.
MIN. (REF. STRUCT)
FASTENERS PER
MFGR. INSTRUCTIONS
12
SLOPE PER PLAN
STANDING SEAM METAL
(ZINC OR EQUIV.) -REF.
MAT. SCHED. A/A-5,
CLASS 'A' ASSY.
TYP.6" - 10"6" MIN.
DOUBLE FOLD
3/4" LOCK, ALT. METHOD
CLEATS @ 18" O.C. MAX.
CONT. LOCK STRIP,
SOLDERED
ARCH. TO APPV.
12"-16"
1-
1
/
2
"
H
I
G
H
VALLEY DETAIL
PRODUCT LISTING:
ICC # ESR-2048, CB-150
UNVENTED ENCLOSED RAFTER ASSEMBLY NOTE:
NO INTERIOR CLASS I VAPOR RETARDER SHALL BE INSTALLED ON THE
CEILING SIDE (ATTIC FLOOR) OF THE UNVENTED ATTIC ASSEMBLY OR ON THE
CEILING SIDE OF THE UNVENTED ENCLOSED ROOF FRAMING ASSEMBLY.
1/4" DENSGLASS OR EQUIV.
STONE FINISH AS OCCUR
PER PLAN REF. MAT.
SCHED. REF. A/A-4.0
2% MIN.
DIAMOND OR EQUIV.
SELF FURRING LATH
PLYWD. SHT'G., SHEAR
PANEL PER STRUCT.
ROOF/DECK JOISTS AS
OCCUR, REF. STRUCT.,
PROVIDE INSULATION
PER SCHED.
2x SHAPED WOOD CAP
VAPOR BARRIER
('TYVEK' OR EQUIV.)
MIN. TWO (2) LAYERS
OF GRADE 'D' PAPER
ROOF SHEATHING, REF.
STRUCT.
"EVERGUARD® TPO" 45-MIL TO 80-MIL OR "EVERGUARD EXTREME® TPO" 50-MIL
TO 80-MIL, FULLY ADHERED WITH "EVERGUARD® LOW VOC TPO BONDING
ADHESIVE", APPLIED AT A RATE OF 0.91 GAL/SQ (TOTAL), ½ TO MEMBRANE AND
½ TO SUBSTRATE -REF. ITEM 2A2/APPENDIX A-TABLE 2 OF UL ER1306
FLASH & COUNTER FLASH AS REQ'D.
CA
P
F
L
A
S
H
I
N
G
6"
M
I
N
.
PE
R
.
M
F
G
R
.
8"
M
I
N
.
PE
R
P
L
A
N
PA
R
A
P
E
T
H
T
.
MIN. ¼-IN. THICK UNITED STATES GYPSUM CO. SECUROCK®
GYPSUM-FIBER ROOF BOARD OR SECUROCK® GLASS-MAT ROOF BOARD
MECHANICALLY FASTENED WITH DRILL-TEC™ RHINOBOND® TPO XHD PLATES
OR DRILL-TEC™ RHINOBOND® TPO XHD TREAD SAFE PLATES AND DRILL-TEC™
#14 FASTENERS SECURED INTO THE PLYWOOD OR WOOD PLANK WITHIN A
MAXIMUM CONTRIBUTORY AREA OF 2.67 S.F. PER FASTENER (12 FASTENERS
PER 48 X 96 IN. BOARD) -REF. ITEM C-18/TABLE 6 OF UL ER1306
SUBSTRATE PER STRUCT.
BA
S
E
F
L
A
S
H
I
N
G
6"
M
N
I
.
6" MIN. LAP
"EVERGUARD® TPO"
NOTE: APPLY EVERGUARD TPO & PVC CUT
EDGE SEALANT TO ALL CUT REINFORCED
TPO & PVC EDGE -INSTALL PER MFGR.
SEPCS & REF. MFGR. MANUAL FOR
ADDITIONAL DTL. AND WARRANTY AS
WELL AS UL ER1306
WIDTH PER PLAN
"EVERGUARD® TPO"
WATERPROOFING MEMBRANE
1/4:12 (2%) ≤SLOPE ≤2.5:12
STONE CAP TO MATCH
WALL FINISH
A-4.02
A-4.1
A-4.0
A-4.1
2
1
1
1
A-5.2
1
A-5.2
2
A-5.2
2
A-5.2
7:
1
2
7:
1
2
7:12
9:
1
2
9:
1
2
9:
1
2
9:
1
2
9:
1
2
6:
1
2
6:12
6:
1
2
7:127:127:127:127:127:127:127:127:127:12
3:
1
2
3:
1
2
3:12
3:12
9:
1
2
9:
1
2
7:
1
2
7:12
6:
1
2
6:
1
2
7:12
7:
1
2
7:12
7:
1
2
7:
1
2
35.59'
35.59'
33.88'33.88'
34.19'33.88'33.88'
32.79'
30.85'
33.00'
32.99'
35.27'
1
2
2
1
111
1
1
2
1
2
8 3
/
4
"
F.O.F.
3'
-
3
3
/
4
"
5 3
/
4
"
F.O.F.
4'
-
1
1
"
8 3
/
4
"
F.O.F.
3'
-
3
3
/
4
"
4 3
/
4
"
F.O.F.
4'
-
1
3
/
4
"
4 3/4"
F.O.F.
9' - 7 3/4"
4
3
/
4
"
7 1/4"
F.O.F.
18' - 8"
4
3
/
4
"
4 3/4"
F.O.F.
11' - 3 3/8"
5 3/4"
F.O.F.
9' - 6 3/4"
4 3/4"
F.O.F.
11' - 3 3/8"
4 3
/
4
"
F.O.F.
3'
-
8
1
/
2
"
4 3
/
4
"
3'
-
8
1
/
2
"
F.O.F.
9' - 4 5/8"4 3/4"
22' - 7 1/4"
F.O.F.
5' - 4 7/8"5 3/4"
F.O.F.
18' - 9 1/2"5 3/4"
F.O.F.
10' - 6 5/8"8 3/4"
13' - 3 1/8"
5
3
/
4
"
F.O.F.
12
'
-
1
0
3
/
4
"
5 3/4"
F.O.F.
40' - 6 1/4"
5 3/4"
22
'
-
8
3
/
8
"
8 3
/
4
"
8 3
/
4
"
3
3
343
4
3
4
3
4
4
3
4
3
4
4
3 4
2
5
6
F.O.F.
18
'
-
1
0
"
2
2
VIEW DECK BELOW
(SEE A-2.2)
VIEW DECK BELOW
(SEE A-2.2)
A/C. WELL
(SEE A-2.2)
7
7
7
2%
2%
1
A-5.3
1
A-5.3
1
A-5.0
1
A-5.0
2
A-5.0
2
A-5.0
2
A-5.3
2
A-5.3
2
A-5.1
2
A-5.1
1
A-5.1
1
A-5.1
38.00'38.00'
38.00'
38.00'
3:
1
2
3:
1
2
3:12
3:12
3:12 3:123:123:12
3:12 3:12
3:
1
2
2%
8
38.00'
1
MAX.
4' - 0"
MA
X
.
2'
-
0
"
8
3:12
3:
1
2
3:12
ATTIC VENT CALC:
37.08 S.F. ATTIC SPACE
524.68/150 = 35.59 S.I.
DORMER VENTS = 100 S.I. x 2 = 200 S.I.
35.59 S.I. < 200 S.I. (REQ'D.)
ATTIC VENT CALC:
235.32 S.F. ATTIC SPACE
235.32/150 = 225.9 S.I.
DORMER VENTS = 100 S.I. x 3 = 300 S.I.
35.59 S.I. < 300 S.I. (REQ'D.)
ATTIC VENT CALC:
192.25 S.F. ATTIC SPACE
192.25/150 = 184.56 S.I.
DORMER VENTS = 100 S.I. x 2 = 200 S.I.
184.56 S.I. < 200 S.I. (REQ'D.)
3:12
3:12
6'
-
1
1
/
4
"
38.00'
3:
1
2
3:
1
2
2%
23
'
-
0
7
/
8
"
1
1
8
2%
8
JOB NO.
DATE
DOCUMENT VALID UPON
ORIGINAL SIGNATURE
SHEET NO.
REVISIONS
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PROJECT MANAGER/ARCHITECT
A-3.0
06/16/20
2019-41
RO
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EAST BAY MANOR
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7
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3
Designer
1 1/2" = 1'-0"3 WOOD SHINGLE ROOFING
1 1/2" = 1'-0"4 EAVE DETAIL
1 1/2" = 1'-0"5 RAKE DETAIL
NOTE:ALL DIMS. ARE TO FACE OF STUD (F.O.S.) OR FACE OF SHT'G. (F.O.S.) TYP. U.N.O. EAVE DIMS.
ARE FROM FACE OF SHT'G. TO FACE OF FINISH FASCIA
A
NO. REVISION DATE
1 1/2" = 1'-0"2 METAL ROOFING DETAIL
PROJECT NORTH
3" = 1'-0"6 FLAT ROOF DETAIL
1/4" = 1'-0"1 ROOF PLAN
KEYNOTE LEGEND
1 ROOF - STANDING SEAM METAL W/. SS. METAL ZINC FINISH - REF. MAT. SCHED. A-4.0 & DTL. 2/A-3.0
2 WOOD SHINGLE ROOFING PER MATERIAL SCHEDULE A-4.0 AND DTL 3/A-3.0.
3 METAL GUTTER - KYNAR FINISH OR EQUIV., SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. PRIOR TO FAB.
4 ROOF FASCIA - EAVE AS DIMENSIONED (REF. ROOF PLAN & RCP FOR DETAILS)
5 EXTERIOR GUARD - MIN. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTLS. 12/AD-1
6 EXTERIOR GLASS GUARD - 34" - 38" ABV. NOSING (36" TYP. U.N.O.), REF. DTL. 4 & 13/AD-1
7 A/C. CONDENSER UNIT - SIZE TBD - PROVIDE POWER AND SOUND DAMPENING PAD AS REQ'D. (SOUND ATT. REQ'D.
BY C.N.B.) SEP. PERMIT REQ'D, REF. 7/T-1 DEF. SUBMT'L. #2
8 CRICKET - SLOPE 2% MIN., REF. ROOF PLAN A-3.0
TRUE NORTH
DIMENSION NOTE:
ALL DIMS. ARE TO FACE OF STUD (F.O.S.) OR FACE OF SHT'G. (F.O.S.) TYP. U.N.O. EAVE DIMS. ARE FROM FACE OF SHT'G.
TO FACE OF FINISH FASCIA
ENLOSED ATTIC AND ENCLOSED RAFTER SPACES VENTING NOTES:
1. ENCLOSED ATTIC AND ENCLOSED RAFTER SPACES SHALL HAVE CROSS VENTILATION BY VENTILATION OPENING
PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW UNLESS THEY MEET THE REQUIREMENT OF SECTION R806.5
FOR UNVENTED ATTIC AND UNVENTED ENCLOSED RAFTER ASSEMBLIES. VENTILATION OPENING SHALL HAVE THE
LEAST DIMENSION OF 1/16”MIN. AND 1/4”MAX OTHERWISE THE OPENING SHALL HAVE THE CORROSION-RESISTANT
WIRE CLOTH SCREENING, HARDWARE CLOTH, PERFORATED VINYL OR SIMILAR MATERIAL WITH OPENINGS HAVE A
LEAST DIMENSION OF 1/16”MIN. AND 1/4”MAX. OPENING IN ROOF FRAMING MEMBERS SHALL BE PER THE REQUIREMENT
OF SECTION R802.7. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR AND SHALL BE
PROTECTED TO PREVENT THE ENTRY OF BIRDS, RODENTS, SNAKES AND OTHER SIMILAR CREATURES. (R806.1)
2. THE MINIMUM NET FREE VENTILATING AREA SHOULD BE 1/150 OF THE AREA OF THE VENTED SPACE, EXCEPT FOR THE
PROJECT LOCATED IN CLIMATE ZONE 14 OR 16 WITH A CLASS I OR II VAPOR RETARDER AT THE WARM-IN-WINTER SIDE
OF THE CEILING AND WHERE MIN. 40% AND MAX 50% OF THE REQUIRED VENTILATION PROVIDED IN THE UPPER
PORTION OF THE ATTIC OR RAFTER SPACE PER SECTION R806.2 THEN THE MINIMUM NET FREE VENTILATING AREA CAN
BE 1/300 OF THE VENTED SPACE. (R802.2)
3. PROVIDE 1”SPACE BETWEEN THE INSULATION AND THE ROOF SHEATHING WHERE EAVE OR CORNICE VENTS PROVIDE
BLOCKING, BRIDGING AND INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. (R806.3)
4. INSTALL VENTILATOR PER MANUFACTURER INSTRUCTION. INSTALL VENTILATOR IN ROOF PER SECTION R903 AND
VENTILATOR IN WALL ASSEMBLIES PER SECTION R703.1.
5. FOR THE ATTIC WITH VERTICAL HEIGHT GREATER THAN OR EQUAL TO 30”(VERTICAL HEIGHT MEASURED FROM THE
TOP OF CEILING JOIST TO THE BOTTOM OF THE ROOF RAFTERS) WITHIN 30S.F. MIN. PROVIDE THE OPENING WITH
ROUGH-FRAMED OPENING OF NOT LESS THAN 22”X30”WHICH SHOULD BE LOCATED IN HALLWAY OR OTHER LOCATION
WITH READY ACCESS. IF THE ACCESS LOCATED IN THE WALL THEN THE WIDTH SHOULD BE 22”AND HEIGHT SHOULD BE
30”MIN. IF LOCATED IN CEILING THEN THE MIN. UNOBSTRUCTED HEADROOM IN THE ATTIC SHOULD BE 30”FROM THE
BOTTOM OF CEILING JOIST AT SOME POINT.
ROOF DRAINAGE:
IF THE PROJECT LOCATED IN THE AREA WITH EXPANSIVE OR COLLAPSIBLE SOILS, WATER RUNOFF FROM ROOFS OF ALL
DWELLINGS SHALL BE DISCHARGED TO THE GROUND SURFACE NOT LESS THAN 5 FEET FROM FOUNDATION WALLS OR TO
AN APPROVED DRAINAGE SYSTEM. (R801.3) -REF.CIVIL DWGS FOR STORM WATER MANAGMENT AND SYSTEM.
WEATHER PROTECTION:
1. ROOF DECKS SHALL BE COVERED WITH APPROVED ROOF COVERINGS SECURED TO THE BUILDING OR STRUCTURE IN
ACCORDANCE WITH THE CHAPTER 9 OF THE CURRENT CRC. ROOF ASSEMBLIES SHALL BE DESIGNED AND INSTALLED IN
ACCORDANCE WITH THE CHAPTER 9 OF CRC AND THE APPROVED MANUFACTURER’S INSTRUCTIONS SUCH THAT THE
ROOF ASSEMBLY SHALL SERVE TO PROTECT THE BUILDING OR STRUCTURE. (R903.1)
2. PROVIDE AND INSTALL FLASHING TO PREVENT ENTRY OF MOISTURE TO WALL AND ROOF ASSEMBLIES THRU THE
JOINTS IN COPINGS, PERMEABLE MATERIAL, AND AT INTERSECTION WITH PARAPET WALLS AND OTHER PENETRATION
THRU ROOF. (R903.2)
3. FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN ROOF
SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. A FLASHING SHALL BE INSTALLED TO DIVERT THE WATER AWAY
FROM WHERE THE EAVE OF A SLOPED ROOF INTERSECTS A VERTICAL SIDEWALL. WHERE FLASHING IS OF METAL, THE
METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN 0.019 INCH (0.5 MM) (NO. 26
GALVANIZED SHEET). (R903.2.1)
4. A CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY CHIMNEY OR PENETRATION MORE THAN 30
INCHES (762 MM) WIDE AS MEASURED PERPENDICULAR TO THE SLOPE. CRICKET OR SADDLE COVERINGS SHALL BE
SHEET METAL OR OF THE SAME MATERIAL AS THE ROOF COVERING. EXCEPT FOR UNIT SKYLIGHTS INSTALLED IN
ACCORDANCE WITH HYPERLINK "HTTPS://CODES.ICCSAFE.ORG/LOOKUP/CRC2019P1_PT03_CH03_SECR308.6" SECTION
R308.6 AND FLASHED IN ACCORDANCE WITH THE MANUFACTURER’S INSTRUCTIONS SHALL BE PERMITTED TO BE
INSTALLED WITHOUT A CRICKET OR SADDLE. (R903.2)
5. PARAPET WALLS SHALL BE PROPERLY COPED WITH NONCOMBUSTIBLE, WEATHERPROOF MATERIALS OF A WIDTH NOT
LESS THAN THE THICKNESS OF THE PARAPET WALL. (R903.3)
6. UNLESS ROOFS ARE SLOPED TO DRAIN OVER ROOF EDGES, ROOF DRAINS SHALL BE INSTALLED AT EACH LOW POINT
OF THE ROOF. IF WATER CAN BE ENTRAPPED WITHIN THE ROOF AREA THEN SECONDARY EMERGENCY OVERFLOW
ROOF DRAINS OR SCUPPERS SHALL BE PROVIDED PER SECTION R903.4.1. (R903.4)