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STRUCTURAL MATERIAL NOTES
CONCRETE LUMBER
1. ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR 1• ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FiR CONFORMING
WEIGHT HARD ROCK TYPE (150 •/CU. FT.). AGGREGATES SHALL TO DIVISION 23 (2001 C.B.C.)
BE NATURAL SAND AND ROCK CONFORMING TO ASTM C-33 WiTH PROVEN 2. RAFTER, BEAMS, PURLINS SHALL BE DOUGLAS FiR NO, UNLESS
SHRINKAGE CHARACTERISTICS OF LESS THAN 0.05 `/, OTHERWISE NOTED
2. READY MiX CONCRETE SHALL BE MiXED AND DELIVERED IN ACCORDANCE
WITH ASTM C-94. PLACEMENT OF CONCRETE SHALL CONFORM TO 3. JOIST, PURLINS 2" TO 4" WiDE, 6" 1& DEEPER N01E
ACi 301, BEAMS, PURLINS OVER 4" WIDE NOA
3. CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V, SUSPURLINS 2" TO 4" WiDE. 6" 0 DEEPER NNOA
OR 11 LOW ALKALL CONFORMING. TO ASTM C-150. LEDGERS NO.2
STUDS 2" x 4" OR 3" x 4" STUDS
4, MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT AGE OF STUDS 2" x W NO1
28 DAYS FOR: POSTS 5" x 5" AND LARGER NNOA
SILLS, PLATES AND BLOCKING NO,2
FOOTINGS 2500 Poi SLAB ON GRA
DE 4, SILLS AND PLATES IS CONTACT WITH CONCRETE OR MASONRY AND
�,PSI WITHIN 48" OF GROUND SHALL BE PRESSURE TRESTED DOUGLAS FIR
SIDE WALKS RO000 POD P51 (PTOF), SILLS SHALL BE BOLTED TO THE FOUNDATION WITH 5/8"
S. MAXIMUM SLUMP SHALL NOT EXCEED 4" DIAMETER x 10" BOLTS AT 48" ON CENTER, 121" MINIMUM FROM
6. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A ENDS OR 2 BOLTS MINIMUM PER PIECE. UNLESS NOTED OTHERWISE,
MINIMUM OF 5 DAYS AFTER PLACEMENT, ALTERNATIVE METHODS S. STUD WALLS ABUTTING A CONCRETE OR MASONRY WALL SHALL BE
WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN BE BOLTED TO THE WALL WITH 5/8" ANCHOR BOLTS AT 24" ON CENTER.
ASSURED. 6. ALL NQN BEARING STUD WALLS SHALL BE 2 x STUDS AT 16 O.C.
7, ALL REINFORCING STEEL. ANCHOR BOLTS, DOWELS AND OTHER WITH Jd" GYP, BOARD EACH SIDE. UNLESS OTHERWISE NOTED.
INSERTS SHALL BE SECURELY FASTENED IN THE FORMS BEFORE 7 ALL STUD WALLS SHALL HAVE FULL HEIGHT 1x 6 DIAGONAL
CONCRETE iS POURED. ADEOUATE CLEANOUTS SHALL BE PROVIDED LET -IN BRACES AT ENDS A INTERVALS NOT EXCEEDING 25 FT,
IN BOTTOM OF CONCRETE FORMS FOR PROPER CLEANOUT AND INSPECTION. D.C. UNLESS OTHERWISE NOTED ON PLANS. BRACES SHALL COVER A
MINIMUM OF SIX STUD SPACES.
S. VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE S. COMMON NAILS SHALL B€ USED.
GENERAL PROVISIONS OUTLINED IN PORTLAND CEMENT ASSOCIATION
SPECIFICATIONS ST-26. 9. FIRE BLOCKING 2 x i 1/2" THICK, SHALL BE PLACED IN STUD
9. EXPOSED CORNERS OF COLUMNS. BEAM, WALL, ETC. SHALL WALLS AT CEILING AND FLOOR LEVELS, AT EACH 10-HEIGHT OF
BE FORMED WITH N" CHAMFERS UNLESS DETAILED OTHERWISE. STUDS.AND BETWEEN STAIR STRINGERS AT SUPPORTS.
10. CONCRETE CONTRACTOR SHALL SUBMIT PROPOSED CONCRETE 10. JOISTS SHALL BE BLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED
DESIGN MiX TO THE ARCHITECT AND ENGINEER OF RECORO, PRIOR T4 AT INTERVALS OF 8' WHERE JOISTS ARE 2 x 12 OR DEEPER.
STARTING THE WORK. 11. MAXIMUM UNSUPPORTED HEIGHT FOR NON -BEARING PARTITION SHALL
11. NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE BE
Z it 4 0 16" D.C. UP TO 14'-0"
IN EXCESS OF 954F, 2 it 6 0 16" O.C, UP TO 201-0"
12. WIRE MESH LAP (END 6 SIDE) SHALL BE ONE FULL MESH -2. 2 x 8 0 16" O.C. UP TO 26'-0"
12, PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS,
13. BOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM '%2" AND A
MAXIMUM jb" LARGER THAN THE BOLT DIAMETER.
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CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page I of 3) CF-1R
Project Title � pat
E
r ulcc t uuress p a� Building Permit #
IM ff`� ty Plan Cheek/Daze
Documentation Author Teleph ne
`" �- Field Check/Date
Co pliance Method (Package or Computer) Climate Zone Enforcement Agency Use only
GENERAL INFORMATION o
Total Conditioned Floor Area 14 0-7 ft2 Average Ceiling Height: 9)ft
Conditioned Slab Floor Area c�o ft2
Building Type: JQ Single Family Addition
(check one or more) Multi -Family Existing -Plus -Addition
e
Front Orientation; : 0 North / South / Eas es 11 Orientations
(input front orientation in egrees from True North and circle one)
Number of Stories , j
Number of Dwelling Units:
Floor Construction Type: Slab ed Floor ' cie one or both)
RADIANT BARRIER (required in climate zones 2 4 8-15) Required for this submittal yes _no
BUILDING ENVELOPE INSULATION
Component
Type
r ulcc t uuress p a� Building Permit #
IM ff`� ty Plan Cheek/Daze
Documentation Author Teleph ne
`" �- Field Check/Date
Co pliance Method (Package or Computer) Climate Zone Enforcement Agency Use only
GENERAL INFORMATION o
Total Conditioned Floor Area 14 0-7 ft2 Average Ceiling Height: 9)ft
Conditioned Slab Floor Area c�o ft2
Building Type: JQ Single Family Addition
(check one or more) Multi -Family Existing -Plus -Addition
e
Front Orientation; : 0 North / South / Eas es 11 Orientations
(input front orientation in egrees from True North and circle one)
Number of Stories , j
Number of Dwelling Units:
Floor Construction Type: Slab ed Floor ' cie one or both)
RADIANT BARRIER (required in climate zones 2 4 8-15) Required for this submittal yes _no
BUILDING ENVELOPE INSULATION
Component
Type
Frame Type
wd = wood
Sit = steel
Cavity
Insulation
R-Value
Sheathing
Insulation
R-Value
Total R-
Value'
Assembly
U-Factor'
Location/Comments
(attic, garage, typical, etc.)
Wall 1X
Wall
Roof eZ X (x ,
Roof
Floor
c�
Floor
Slab Ede
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AIA`I` I .� mptiance Forms
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August 2001 A-2
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h . .". CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 3 of 3) CF-1R
12 yy j 1 Projebt Title
°b 9T. 6ERTFYD£ PiAC£ g A b . ! 'Zl COMPLIANCE STATEMENT
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a This certificate f compliance � ��--- o lists the building features and performance specifications needed to comply with
j
1 Title 24 Parts I and 6 of the California Code of Regulations, and the administrative regulations to implement
them. This certificate has been signed by the individual with overall design responsibility. When this certificate
of compliance is submitted for a single building plan to be built, in multiple orientations, any shading feature that
t =roo ", "is varied is indicated in the Special Features/Remarks section, The undersigned recognize that compliance using
duct sealing and TXVs requires installer testing and certification and field verification by an approved HERS
al
Designer or Owner (per Business and Professions Code) Documentation Author
Name: Name:
4'Title/Firm: e( L)S,-� Title/Firm:
'� t, �C r�
y n �Address: �r�, - #- = Address: �t
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CAN
Telephone:
Oldp (:I I ii 2--� TeleP ek --- r_tc �,k - 64. if, -z- 2-C, 4-
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TRACT No.597 M.M. 49-7 iQ
NOTE- ASSESSOR'S BLOCK 8 ASSESSORS MAP`
P#RCEL NVMVM5 BOOK r5 FAi5E 11
$HOW -'^.
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(date)
MARCH 194E
IN CIRCLES COUNTY OF ORANBE
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// Enforce ent Agency
Liv4& A).CC roe .w&d,.AI - FZo/G 111/
Title: fc,
N1 YWOOD
ARCHMNRAL e : A . CA40
I. PLYWOOD SHEETS SHALL BE COX CONFORMING TO PS 1-95 ANDACCEPTED
FOR e: IN
SHALL BE STAMPED WITH THE DRPA GRADE OF THE AMERiCAN
PLYWOOD ASSOCIATION, UNLESS NOTED OTHERWISE ON THE PLANS.
REINFORCING STEEL
s
2. EACH SHEET SHALL HAVE A MINIMUM AREA Of 8 50, FT, WITH AREQUIREMINIMUM
1. REINFORCING
stamp)
DIMENSION OF 2 FEET.
3, SEE FRAMING PLAN
(date)
STEEL SHALL BE INTERMEDIATE GRADE DEFORM€ a PLCafians
BARS AS FOLLOWS :ili5
FOR DIAPHRAGM NAILING SCHEDULE. NAILING
SHALL BE INSPECTED AND APPROVED BEFORE COVERING,
FOOTING, SLAB ON GRADE,
MASONRY,
S 0 S B rld S ifi� EftMANS
AND BENT DOWELS, TIES
43 BAR AND SMALLER ASTM A-615 GRADE 40
64 BAR ANDLARGER
at Ii ii S DiWii 0RSO
9iiGP Ion O Same lid
ASTM A-615 GRADE 60
2. DEFORMATION OF REINFORCING SHALL BE iN ACCORDANCE
S Permission i i
N 0$ Santa Ans
F O U N D AT I (N NOTE
WIT
ASTM A-305 AND BENDING IN ACCORDANCE WITH AC1318-95. The
3, MINIMUM CONCRETE COVER OVER REINFORCING REBAR FOR : I CCB GCB Of iS Pig" Ind S Cb i iOOS
(EXCEPT AS NOTED OTHERWISE)
10
10,It nor be l Y URES
1. FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE
NOT EXPOSED TO WEATHER OR EARTH p•
of the I I CHECKLIST: RESIDENTIAL (Page I oft MF-1R
1 Provi .i $ Of ANY G'Ity I gnC@ Of
SOIL BEARING PRESSURE PER 1997 UNIFORM BUILDING CODE SHALL
BE AS FOLLOWS[
EXPOSED TO WEATHER i t j2.
EXPOSED TO EARTH
PiLASTER, 2t"
W
Not : L se sid ildih s subject to the Standards must contain these measures regardless of the compliance approach used.
--1 d th an asterisk (") may be superseded by
CONTINUOUS FOOLING + 1000 p,S,F.
BEAM 6 COLUMN TIES !2 ,
FORMED FOOTING AND WALL EXPOSED 7O EARTH
_ . more stringent compliance requirements listed on the Certificate of
- - Co 1 ce. hen this checklist is incorporated into the documents, the features noted shall be considered all as
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ISOLATED FOOTING - 1000 P.S.F.
2••
UNFORMED FOOTING AND WALL EXPOSED TO EARTH 3"
parties
mandatory
component performance specifications for the mandatory measures whether they are shown elsewhere in the documents
or on thij checklist only. the
SLAB ON GRADE 2.,
i
2. ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FiRM
UNDISTURBED NATURAL SOiL, OR APPROVED COMPACTED Fu I On
4. SPLICE IN CONCRETE t
MINIMUM OF 36 BAR
rA
tructions: Check or initial applicable boxes when completed or enter N/A if not applicable
ADJACENT FINISH GRADE UNLESS NOTED OTHERWISE. DIAMETER OR 12 WHICHEVER IS GREATEN tG i .
3. ALL FOOTING SHALL BE CENTERED ON PILASTER AND/OR WALL AND 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND 1-82.
COLUMN UNLESS OTHERWISE NOTED,
4, FINISH FLOOR (i ,f,) EXCAVATION SHALL BE AS NOTED ON GRADING 6 ALL
ADETA8M98 OF REIWORCING SHALL CONFORM TO THE REOLIREMENT�ollowi C Apr
PLANS. F
5• THE CONTRACTOR SHALL SOLELY RESPONSt� E FOR ALL EXCAVATION 7. ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC,
SHALL BE SECURED IN PLACE PRIOR TO PLACING ANY CONCRETE PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ANY OR GROUT.Planning
ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN S. ALL REINFORCING STEEL SHALL CONFORM TO THE REOLIREMENTS
ACCORDANCE WITH ALL NATIONAL,STATE AND LOCAL SAFETY OF ASTM A-615 GRADE 60.
ORDINANCES, 9. ALL REINFORCING BAR BENDS SHALL BE MADE COLO. 0 Fire Department
6. ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON 10. ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MiLL DRAWINGS. DETAILS, AND/OR SCHEDULES, SCALE OR ANY OTHER FOREIGN MATERIAL WHICH MAY AFFECT TH,
7, ALL FOOTINS AND PIERS SHALL BE CENTERED UNDER THE BUILDING BARS ABILITY TO BOND TO THE MORTAR. Police Department
COLUMNS. (U,N.O.) It. REINFORCEMENT THAT IS PARTIALLY EMBEDDED IN CONCRETE SHALL
NOT BE FIELD BENT EXCEPT AS SPECIFICALLY DETAILED iN THI S
S. ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS DRAWINGS OR WITHOUT THE WRITTEN APPROVAL OF THE ENWER OF RECORD.Public Works Aq %,o
SHALL BE REMOVED AND RELOCATED.
9, ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF ON THE DRAWINGS. H 12. ALL REINFORCING STEEL SHALL BE PROYNDED AT ALL POUR JOINTS
THE FOOTING, (THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING,, €RE LAP AND/OR SPLICE LOCATIONS ARE
BASED ON A 2 HORIZONTAL TO 1 VERTICAL SLOPE), SHALL BE SLEEVED NOT SPECIFICALLY INDICATED, PROVIDE CLASS G SPLICE PER 'a t
THROUGH CONCRETE CAST-iN-PLACE AT THE FOUNDATION POUR. SHOEDDREWING SPLICE LOCATIONS SHALL BE CLEARLY SHOWN RON
E
10, FOUNDATION MAY BE SUBJECT TO STRUCTURAL REVISION IN THE HELD SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE
FABRICATION. t
DUE TO POSSIBLE VARYING SUBSURFACE CONDITIONS. 13. PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THECounty i 9 Fl �. s ca
t
MANUAL OF STANDARD PRACTICE FOR REINFORCING CONCRETE
CONSTRUCTION, BY WCRSI.
14. CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHR I BAR DIA., NORALL NOT BE
FOUNDATION PLATES/ SILLS BARS IN SECOND LESS THAN V, OLAYER SHALL BE DIRECTLY ABOVE BARSSINEFIRST
1, FOUNDATION PLATES OR SILLS SHALL BE BOLTED TO THE FOUNDATION LAYER. MIN, DISTANCE BETWEEN LAYERS • t".
OR FOUNDATION WALL WiT14 NOT LESS THAN V DiA. STEEL BOLTS
EMBEDDED AT LEAST 7" INTO THE CONCRETE OR MASONRY AND
SPACED NOT MORE THAN W-0" APRART, THERE SHALL BE A MINIMUM
OF (2) BOLTS PER PIECE WITH ONE BOLT LOCATED WITH 12" OF
EACH END OF EACH PIECE A PROPERLY S12E0
SHALL BE TIGHTENED ON EACH BOLT TO THE PLATE. OUNDATION
PLATES AND SILL SHALL BE THE KiND OF WOOD SPECIFIED IN SECTION
2306A OF THE 2001C.B.C.
ES RIPTI N
DESIGNER
ENFORCEMENT
Envelope Measures:
+ §150(a): Minimum R-19ceiling insulation.j -
r
§150(b): Loose fill insulation manufacturer's labeled R-Value.
* 050 0 Minimum R-13 wall insulation in wood framed wails arequivalent U-Factor in metal frame walls
does not a I to exterior mass watts .
* 4150(d): Minimum R-13 raised floor insulation in framed floors. _
§150(1) : Slab edge insulation - water absorption rate no greater than 0,30%, water vapor transmission rate no
neater than 2,0 permilinch.
§118: Insulation specified or installed meets insulation quality standards. Indicate type and form.
§ 116-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls
I. designed Doors and windows between conditioned and unconditioned spaces to limit air leakage, a age.
2. Fenestration products (except field -fabricated) have label with certified U-Factor, certified Solar Heat
Crain Coefficient (SHGC), and infiltration certification.
3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed.
§ 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only.
§ 150(f) Special infiltration barrier installed to comply with § I51 meets Commission quality standards.
e)I 1tt5laliaiidn.of Fitplaces, Decorative Gas Appliances and Gas Logs.
i. Masonry and factory -built fireplaces have:
a. Closeable metal or glass door
b. Outside air intake with damper and control
a Flue damper and control
2. No continuous burning gas pilot lights allowed.
CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 2 0 CF-IR
Projett Title Dafe
HVAC SYSTEMS
Note: Input hydronic or combined hydronic data under Water Heating Systems, except Design Heating Load,
Distribution
Heating Equipment Minimum Type and Duct or Heat Pump
Type (furnace, heat Efficiency Location Piping Thermostat Configuration
pump, etc. AFUEorHSPF ducts attic etc. R-Value T s litor ack e
Coaling Equipment Minimum Duct Heat Pump
Type (air conditioner, Efficiency Location Duct Thermostat Configuration
heat pump, eve .coolIn SEER attic etc. R-Value TvDe (split or package)
SEALED DUCTS and TXVs (or Alternative Measures
0 Sealed Ducts (all climate zones)
(installer testing and certification and HERS rater field verification required)
11 TXVs, readily accessible (climate zones 2 and 8-15 only)
(Installer testing and certification and HERS Rarer or field verification required)
0 Refrigerant Charge/Air Flow (climate zones 2 and 8-15 only)
(installer testing and certification and HERS Rater or field verification required)
OR
Alternative to Sealed Ducts and TXVs (see Package C or D Alternative Package Features for Project Climate zone)
Climate Zone Window SHGC Window U-Factor SEER Heating
WATER HEATING SYSTEMS
Energy' External
Rated' Tank Factor or Tank
Water Heater Distribution Number Input (kw Capacity Recovery Standby' Insulation
Tvne i in S stem or stuJhr 11onsI Efficien Loss °la R-Value
i. For small gas storage water heaters (rated inputs of less than or equal to 75,000 Bm/hr), electric resistance, and heat pump water heaters, list Energy
Factor. For large gas storage water heaters (rated input of greater than 75,000 Bm/hr), list Rated input, Recovery Efficiency and Standby Loss.
For instantaneous gas water heaters, list rated input and recovery efficiencies.
SPECIAL FEATURES (add extra sheets ifne ssarr 1, Package C and D. TXVs, Sealed Ducts; Radiant
Barriers (see installation requirements for radiant barriers in Section 8.13 of the 240 i Residential Manual).
Package C: thermal mass (thermal mass type, coverittg, thickness, and description}, tt
b I� � a� q �
Compliance Forms August 2001 .
A-3
MANDATORY MEASURES CHECKLIST: RESIDENTIAL Pa e 2 of 21 MF-1R
Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used.
Items marked with an asterisk (+) may be superseded by more stringent compliance requirements listed on the Certificate of
Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as
minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents
or on this checklist only.
Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable.
Compliance Forms August 2001
A-6
Space Conditioning, Water Heating and Plumbing System Measures:
§ 110.§ 113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission.
§150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA.
§ 150(i): Setback thermostat on an applicable heating and/or cooling systems.
15 § 0(1): Pipe and tank insulation
L Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with
insulation having an installed thermal resistance of R-12 or greater.
2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater)
3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12
external insulation or R-16 combined internal/external insulation.
4. All buried or exposed piping insulated in recirculating sections of hot water systems.
5. Cooling system piping below 55* F insulated.
6. Piping insulated between heating source and indirect hot water tank.
Compliance Forms August 2OQ1 A-5
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24 X 36 PRINTED ON NO.1000" CLEARPRINT*
Wall covering shall be cement plaster, the or, approved equal to 70 inches above drain at
showers or tub with showers. Materials other than structural elements shall be moisture
resistant. Glass enclosure doors and panels must be labeled Category II. Swing door
outward. Net area of shower receptor shall be not less than 1,024 sq. in. of floor area, and
encompass 30 inch diameter circle. (807.1.3, 2406, 2407, and PC412.0)
?,r,6Q e--' hard -wired smoke detector with a battery back up in each sleeping
room and at a point centrally located in the corridor or area giving access to each sleeping
area: a detector shall be located at each story and basement, on the upper level of split
level stories and both levels if sleeping area is on lower level; a detector shall be located in
close proximity to the stairway when sleeping rooms are on the upper level. Where the
ceiling height of a room open to the hallway serving the bedrooms exceeds that of the
hallway by 24 inches or more, detectors shall be installed in the hallway and near the high
point of the adjoining room. (Battery operated smoke detector permitted in existing
construction only). (310.9.1)
QGlazed wardrobe door's shall meet the Impact Test Requirements of UBC Std. 24-2,
Part 11. Laminated glass must also meet the Boil Test Requirements of UBC Std. 24-2,
Part 11.
Fire blocks and draft stops in combustible construction in accordance with CBC Section
708. Show location(s) and provide typical construction details, �g6 -51k5f--f -,5v-t
Provide fire blocking in concealed spaces of stud walls and partitions, including furred
spaces at the ceiling and floor level and at 10 ft. intervals both vertical and horizontal.
(708.2)
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The City has encountered a large number of inspection problems arising from a lack of
specific framing details. The following listed items are required to be shown on the plans
(106.3):
a. All plumbing walls are to be framed with a minimum of 6" studs.
b. Double walls used as plumbing walls are to be a minimum of 8" wide and no "flat'
studs permitted. Staggered studs are acceptable.
c. Permissible notching and boring of joists are to be shown on the plans and shall not
exceed CBC Section 2320.8.3 allowances.
d. Notching of exterior and bearing/nonbearing walls shall not exceed 25%/40%
respectively. Bored holes in bearing/nonbearing walls shall not exceed 400/o/60%
respectively. In no case shall the edge of the bored hole be nearer than 5/8 inch to
the edge of the stud. (2320.11.9 and 2320.11.10)
e. Header and trimmer details for doors and windows are to be shown with full length
trimmers, specifying the size of the header and trimmer. (2320.11.6)
f. All framed buildings which are required to be designed by an engineer or architect
must be signed prior to submission into plan check
MECHANICAUPLUMBING
The following are required for fumace or comfort cooling equipment in an attic:
a. Scuffle 22" x 30" or the size of the largest piece of equipment and located not over 20
feet from equipment is required. (MC 307)
b. Unobstructed passageway 24 inches wide of solid continuous flooring from scuffle to
equipment and its controls. (MC 307.3)
c. Unobstructed work space of 30" min. depth in front of equipment. (MC 307)
d. Light over equipment With switch at scuffle. (MC 306)
e. Vent through roof a min. of 5 feet above the highest vent collar which it serves. (MC
806.2)
f. Fumace installation shall meet all listed clearance. Forced Air Unit (FAU) is not
allowed in attics of trussed roofs unless required clearances are provided. No line
contact is permitted.
Clothes dryer located in an area that is habitable or containing other fuel buming
appliances shall be exhausted to the outside. Exhaust duct must be 4 inches in diameter
and length is limited to 14 feet with 2 elbows. The duct length shall be reduced by 2 ft. for
every elbow in excess of two. (MC 504, 908)
Clothes dryer located in an area that is habitable or containing other fuel buming
appliances shall be exhausted to the outside or to an area which is not habitable and does
not contain other fuel buming appliances (not beneath building or in attic area).
(MC 908)
Clothes dryer moisture exhaust duct, shall be 4 inches in diameter and length is limited to
14 feet with two elbows from the clothes dryer to point of termination. Duct length shall be
reduced by 2 feet for every elbow in excess of two. (MC 908)
'A
7�� -<,M4 IF-r
I
REVISIONS
BY
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CIVIL
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Date
Scale
i/
Drawn /(70
Job
Sheet
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CO
Off ,
Sheets
24X36 PRINTED ON NO, 1000H CLEARPRINT*
GENERAL NOTES
ALL WORK SHALL BE DONE IN ACCORDANCE W/ THE 2001
CBC, PLUMBING, ELECTRICAL AND MECHANICAL CODES,
VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS.
IT SHALL BE THE RESPONSABILITY OF THE CONTRACTOR TO
VERIFY ALL EXISTING CONDITIONS ON THE SITE PRIOR TO
COMMENCING WORK AND IS TO NOTIFY THE OWNER AT ONCE
UPON DISCOVERY OF ANY OMISSIONS OR CONFLICTS IN
THE DRAWINGS.
PREPARATION OF BUILDING SITE SHALL BE PER
SECTION 3302 CBC.(ALL STUMPS AND ROOTS SHALL
BE REMOVED FROM THE SOIL TO A DEPTH OF AT LEAST
12 INCHES BELOW THE SURFACE OF THE GROUND TO
BE OCCUPIED BY THE BUILDING)
ALL NAILING TO COMPLY W1 TABLE 22
TYPE OF CONSTRUCTION VN
OCCUPANCY GROUP R-3 / u-
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61r A8 t C O.C.
SjIK' IA9a 4` X
A. ALL 12TE11I01t VALL TO '8E SIII M VIM 5/r Mg. X Ir "'S 6.
'ABLE MUSE in S'l11CS AT to O.C. 1G70I1UN.
AT 72' O.C. V= 7' OF Ella®IUW. iR1LES8 ONO= NO?EO. IL
ALL LAC NM (121 TD U 8' LONG WrALLED VMi1 PILOT HOLE
AND >fn )MUUN 2"s2 x3llr T8t{S RA79 VASHCtt UNDER NUT
AN 111EN01.
AT EACH 6412. L
V4* 20. A.L LAY Hl MUM BY 5/8' WN. TNRE+M RODS
a ALL iNTWOR TAUS WIN SHOT M- RAIL4EX' f =8, OR
•/ 4-3/4' nt = WM CIA -OM 7000 SPDXY SY M
BQIfIVALi:N1. AT 38' O.C. AT KUM TAUS AND 49' O.C. AT
KU. ER. Wa• MR 1)QMAl,[I41y . AT THE SANE SPACING.
PION-8EARINC VA= UNLESS OTHERVI3E NOTED. L
1K1A1M 1QrL18ERS OR BiACit><IO SHALL U PROVIDED AT ALL MGM
C. (jt 101111111 (2) ANCHOR I MPA)EL
10 PIBVOOD, t'13 DI SEAR VALL
D. COOE IIHOiIUfI 16d SOLE PLATE NABS AT fa' O.G TYPICAL AT ALL L
Alt � >iAiti3. SHALL � IIANUPACTURED USOIG EXTERIOR :Lill.
6fECOND FLOOR VAUS (ux&t i.
11111121 SMki, AIM 3x 8497ty1t PLATE VIM STACMIZO BAILING
E. 11Ii3tE DOU91t 21 311E P1.ATM AIM USED. PROVIDE
Mg 711E ALUNAM SW VALUE lSCECDS 350 M.
AMCRESM RAILING. 2
VHERE MIZAR VATEIM 13 )=AULD ON SM SIDES. THE
F. ALL NAILS ARE COII)(ON NADB.
�► G " A60VE p ANCHORAGE AND SLL
I)p11X1ECTfON SHALL U HALF S11OVN. ilNIES° CMER4IS£ 1MQTE0
EN PLANS.
ROOF ,E YWOOD DIAPHRAGM f SHEATHING)•
USE 1/2' STRUCTURAL .C-D OR C-C PLYWOOD. ,MIN. PANEL INDEX NUMBER (24/0).
WITH 8d NAILS AT V O.C. SUPPORTED EDGES AND BOUNDARIES: AT 12' O.C. IN THE
FIELD (UNBLOCXED U.O.N.).
FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO "SUPPORTS.
LOOK .OR ECK PLYWOOD IAP R GIL SHE THING
USE *4 ' STRUCTURAL It. C-D OR C-C PLYWOOD. MIN. PANEL INDEX NUMBER (40/20)
TONG do GROOVE. WITH I0d NAILS AT 6' O.C. SUPPOMED EDGES AND BOUNDARIES.
AT 10' O.C. IN THE FIELD "LOCXED U.O.N.)
FACE GRAIN OF PLYWOOD SHAM. BE PERPENDICULAR TO SUPPORTS.
U3F- DOUBLE FWOR JOISTS BELOW ALL PARALLEL SWARWAL13 U.O.N.
' AT FLOOR LEVELS. USE SOLID BLOCXING .AT PERPENDICULAR SHEARWALLS
AND DOUBLE FWOR JOISTS AT EACH END QF THE 'SHEAR1►ALL
ALL BEAKS SUPPORTING SHEARVALLS RUST BE STRAPPED TO THE WALLS BELOW.
' ALL HOLDOWNS ON UPPER LEVEL. MUST BE CONNECTED TO A POST BELOW WITH
A HOLDOWN TO THE LOWER LEVEL OR TO THE FOUNDATt
rzo a 3 under floor ventilation opening size a equal to I sq. ft. for each 150 sq.
ft. of under floor area. Openings shall be as close to comers as practical and shall provide
cross ventilation along the length of at least two opposite sides. Openings shall have 1/4
inch corrosion resistant metal mesh covering. (2306.7)
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Foundation sections 12/15/18 inches wide, 6/8/10 inches thick and 12/18/24 inch depth < F
below natural ground surface or certified fill grade are required. (T 18-1-C)+
I
Foundation and floor slabs on expansive soil shall conform as follows, unless approved v��^
soil report indicates soil is not expansive by the Expansion Index Test method, or <D
recommends other details. (1804.4, 1806.6)
a. Continuous footings under exterior walls and interior bearing walls extending below
grade 24" and 18" respectively and below foundation wall crawl hole. Piles or piers
are permitted without interconnected grade beams to support first floor loads only, Date
Pad footing located under a reinforced slab within the confines of a perimeter footing
need not be connected by a grade beam. scale
b. Continuous No. 4 bars, one 4 inches from bottom and one 4 inches from top of Drawn
foundation.
Job
6-. Saturate the soil 18 inches deep before placing the concrete slab. Sheet
Of -2 Sheets
2A x 3a PRINTM ON NO, MOM CLEARPRINTe
P RE PARED B
1 RIDGE BOARD OR HIP 16d 0 1
WD. POST W/ RAFTER PER PLAN 4" O.C. 4 �A
SIMP CBS, 2 /—,vs
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2 RAFTER PER PLAN 12 E.N. SHEAR PANEL
3 PER PLAN
3 4X4 KING POST SD1 3 7 10) E 0 N
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Se ry 10
4 TOP PLATE 2. TO/
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6 SIMP PC t 6 6 WHERE OCCURS 46
ZZ (2) 2X4 STUD
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(WHERE OCCURS) 6. 2X BLK.
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TO TOP PLT.
6 PLY'D FLR. SHEATHING
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SEE PLAN FOR SIZE 7 SOLID BLK. 48" O.C. 3
SEE SHEAR WALL SCH.
AND REINFORCING 4 FOR SHEAR TRANSFERED8 SHEAR WALL PER PLAN @ WHERE OCCURS
z
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7692 QUEBEC E
HUNTINGTON BEA(
CALIFORNIA 9264
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SHEAR WALLS %f A-JZ) PERZIMM. ZSCHEDULE0
It
0
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SNEAK SHEAR STRAP (�D_
FTN'G <?�?I PATIO 17 KING POST 13 HOLDOWN a
FLOOR TO WALL 'CANTILEVER w oIF ESS/
0
2
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{2) 16d STUD 2 uj
6 cr_
F8 16d 0 MIN. & _j
5 <
1( ) J: 2 —,
LAP TOP LT. 5d a 161, O.C. E*.�20 'C6'
a STUD MAX 5 2 v IV
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2 0
4X4 --A
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BRAC'G (IF NO SHEAR + fm_
WALLS OCCUR) 0 60 6 7 + (0
16d 0 24" MAX. @ 45* MIN. W/ 7 Z
SI
(3) 8d EA. END & EA. ir
O.C.FACE ---(3)16d E.N. STUD BRACE EA.
NAIL TYP. CORNER 0 25'O.C. MAX.
4 Z 9 1- 2X STUD WALL PER PLAN 0
to x
2X TRIM'R & r, a: 2- 2X4 PLT.
KING STUDS 11,(2) 16d E.N. PROVIDE 2X FIRE V_ 6
TO 2X SILL BLOCK WHERE WALLS 3- SHEAR WALL WHERE OCCURS 0 0 JAMB TYP. —A EXCEED 1O'H. & AT ALL 1- ROOF SHT'G 0/ 2X ROOF RFTR. 4- 2X BLK'G OR
CL'G & SOFFIT LINES PER PLAN OX6 STARTER BOARD + RIM JST. <
—2X STUDS -SHIPLAP- AT EXPOSED EAVES) 5- :Y4" PLYW'D SHEAT-G PER ir
0 16" O.C. 2- B.N.
PLAN 0/ 2X FLR. JST, z
(2) 10d T.N. 0 2X P.T.D.F. SILL PLT. 1- ST2115 0 48" O.C. IN 1- (E) ROOF SHT'G 0/ 2X ROOF RFTR. 3- (3)- 16d 0 RFTR. TIE PER PLAN W/ R-19 INS. 0
EA. SIDE STUD W/%" DIA. ANCHOR LIEU OF 2X4 TIES 2- E.N. 3 4- 2X BLK'G W/ A-35 0 0 6- G.I. MUDSCREED AT EXT. WALLS T
TO PLT, BOLTS W/ 7" EMSED'T 2- B.N. 3- 2X BLOCKING (ALT.) 16" O.C.. U.N.O. 7- A-35 @ 16" O.C. 0 w
10 8- 2X4 P.T. D.F MUDSILL W/ A.B. X u
PROVIDE A. B. 4- PLYW'D ROOF SHEATHING PER PLAN 6" O.C. TO BLOCK- OR- WITH PER PLAN PER PLAN W/ 21/2"X21/2" X w
PER FOUNDATION PLAN. 3- 2X RIDGE BOARD 4- 2X CONT.'SHAPED'W/ 16d @ 5- 2X CEILING JST.
fit It III @ 6'-0" O.C. & 41/2" z
MIN. / 12" MAX. FRM. 5- ROOF RAFTERS PER PLAN 2- 16d NAILS TO EACH RAFTER 6- 08L TOP PLATE PER PLAN "At 10 0, t, 1/4" THK. PLATE WASHER z
-*.,,SILL END IN LIEU OF 2X BLOCKING. 7- 2X STUDS 0 16" O.C. SEE SHEAR WALL SCHED. 9- CONCRETE FTN'G PER PLAN
fi 6- 2X4 TIES 0 48" O.C. • 5- 2X RAFTER 'CALIFORNIN OR WD. BM. PER PLAN FOR SHEAR TRANSFER 0 MIN, 10- (2)04 REBAR TOP & BOT. w
7- 3- 16d TYP. SHEAR WALLS w
8- CJ / TIE PER PLAN W/ 4- 16d FRAMED 8- SHEAR WALL PER PLAN z m
------------------------------------- 6- PLYW'D SHT'G PER PLAN WHERE OCCURS
TO RAFTER cn
w
Ca
'CALI FORN IA' FRAMED ui
EXTERIOR BEARING WALL 18 RIDGE 14 10 SHEAR TRANSFER EXTERIOR FOOTING 3:
FRAMING ROOF AT EAVE o
OUTER 1/3 MIDDLE 1/3 OUTER 113 z
O_F_ SPAN I OF SPAN OF SPAN ONLY T 3 (2 ROWS) SHR. WALL 0
AT TOP OR SOT NO NOTCHES AT TOP OR SOT 1
1�1 WHERE OCCURS <
ALLOWED U.N.O. 2 0
S.N. 2 U-
0
2 "D 0 1 EN 4 N. 5 EXISTING z
_ I — I - I z
+
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ONLY SPAN
OUTER 1/3 MIDDLE 1/3 OUTER 1/3 NOTCHING 4 1. 2X OR 3X STUDS PER PLAN
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AT TOP OR SOT NO NOTCHES AT TOP OR BOT 2 m 7 w
ALLOWED U.N.O. 12 2. EX 9 (5) 16d 5 to 1- 2X STUD WALL WHERE OCCURS
w PER PLAN w
3. B.N. _j
toot 1- RFTR. AND CEILING JOIST 2- 2X4 PLT. 0:
5
S.N. PER PLAN 3- SHEAR WALL WHERE OCCURS
4- 2X BLK'G OR FLOOR JST
2- EXIST'G ROOF SHIT'G w
5. PLY'D SHT'G PER PLAN x
3- NEW FLUSH BEAM PER PLAN 5- PLYW'D SHEAT'G PER
0 0_r PLAN 0/ 2X FLR. JST.
6 2- 2X RAFTERS NAILED TOGETHER 4- NEW SIMP U26-2 TO z
POST/CRIPPLE POST PER PLAN % 10 7 12 R�R. & C.J. & 2X BLK'G PER PLAN W/ R-19 INS. w
7 2- 2X TOP PLT. 6- 2X SLK'G 0 16 O.C.
AT PARALLEL F.J. OWN
2. SIMPSON ST PER PLAN U. TO
W/ SIMP PC 2X LARGEST 2 / --- \ 0
W/ 12- 16d @ EA. END OR TO CRIPPLE WHERE BORING 8. SIMP. A35 @ 16" O.C. 7- A-35 a 16" O.C.
MST W/ 17- 16d 0 EA, END. OCCURS BORE DIA. (1 10 8- 2X4 P.T. D.F MUDSILL W/ A.B. 0
3 ++ MIN. 9. SIMP A35F 0 16" O.C. PER PLAN W/ 21/2"X21/2" X w
- DBL 2X BLK'G 1/4" THK, PLATE WASHER
10. CL'G JST. PER PLAN MIN 9- CONCRETE FTN'G PER PLAN
FRACTION JOIST 2X6 2X8 2XIO 2X12 2X14 11. WALL FINISH PER PLAN 10- (2)*4 REBAR TOP & BOT.
OF 7/8 11/8- 2001CBC
D/6 11/2" lYs" 21/81* SECTION 2320.8.3 12. SOLID SLK'G Z
it/ .. 2%l' 4 SP�: S T
0/3 4 3" 3 -Y4 F-
STRAP 19 BORED, OR NOTCHED JOISTS NTS 15 SHEAR TRANSFER FLU5H 5"EAM INTERIOR FOOTING z
0
2 3 (a
3 W Jos DESCRIPTI,
16d z
4 0. It". <
7 1. 'SIMP* EPDXY -TIE TO E.N. w
2 BORED HOLES MAX 40Z OF STUD it
14W Sm
RF8 *5X8 W/5" MIN. 6
WIDTH @ BEARING WALLS, 60/ MAX. EMBEDMENT DEPTH
0 NON -BEARING WALLS. TO CONC. AT 4 V2" MIN. II II
CY FROM END, 12 " MIN.
MIN, z FROM EDGE. SPACED PER 0
6 NOTCHES- MAX. DEPTH 257 OF STUD — — — 3 w FOUNDATION PLAN
WIDTH 0 BEARING WALLS, 40/ MAX. 0 CL z
[T* NON -BEARING WALLS. W W 2. EXISTING CONC. FOOTING 0
m 0 4 SEE SHEAR WALL SCHED. 0)
w 3. END RIM JST. OR BLK'G FOR SHEAR TRANSFER @ Z 10 DETAIL,
STUD SHEAR WALLS 2f :2
4 4 r 1 4, 16" LONG 2X SHIM OR 60 :2 0
2X BLOCK — -
I 2X BLK'G W/ 16d 0 8" O.C. =:9 6
TO LEDGER,TYP. CC 1/4""1'-
z 6 1- 4X4 POST WHERE 0
8 2. 1 , ir
2 SIMP TS9 0 48" O.C. r OCCURS W/ ST6215
=7 IL
7 EA. SIDE
3 2X LEDGER W/ 2 -16d 2 —111 NOTES, E.N. PLY'D FLOOR 2- FLR. SHEATING PER >_
0 EA.STUD IL SHEATHING PER PLAN PLAN 0/ 2X6 F.J. @ z
4 2X BLK'G 0 48" O.C. — J 11- A. DRILL HOLES PER UNRIF.SPECS. t— 75W 16" O.C. W/ R-19 INS 4 r,
m-= F_ I J uim ft S. _ 2 FL. SHT'G & FRM6G. rl AtAlhL i-
'SIMPSON'
NO.
POST
BOLT
z I
CONC.
I BOLT
er
Lei
HB
s B
I
MIN.
PST
I
SIMP.
SSTB
MAX.
LOAD
HD2A
(2)%
%
12"
4V2
1/2
4X4
16
2775
HD5A
(2) y4
)/4
16"
51/4
3
4X4
20
4010
H06A
(2) y8
3(a
2 4 "
6/a
31/2
4 X6
1 28
5510
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(2) yg
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61/8
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4X6
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9990
5 CONT. SHEARPANEL W/ BLK'G
& E.N.@ PLY'D SHR. WALL ONLY
6 2X RR PER PLAN
7 ROOF SHT'G PER PLAN
8 2X STUDS a 16" O.C.
FRACTION 2X4 2X6 2X8
OF STUD
NOTE,. NOTCH & BORE
NOT TO OCCUR ON SAME
STUD WITHIN 36" OF
EACH OTHER.
1 )nni rear
almralum
L SET EPDXY coo *5279
A4
DASHED 0 INT. WALL
(WHERE OCCURS)
3'1 WALL DASHED
(WHERE OCCURS)
A-35 PER SHR, SCHEDULE
t: I
1� 3- 2-2X BLK'G
4- 4X GIRDER PER PLAN
5- A-35 EA. SIDE
6- 8"X 8" X2" P.T. PLATE
1 W/ %" DIA A..B.
11
251 1) !1A 1 3/a IYa"
4 OZ D 1% 2!/ 3"
A
607 D 2" 31/4" 41/4"
9 WALL FINISH PER PLAN SECTION 2320.11.9- 2320.11.10 5 SHEAR WALL PER PLAN 7- CONC, PIER
10 2X BLK'G WHERE OCCURS 1 SQ. 8- 4X4 CRIPPLE POST
11 E.N. 6 FLOOR JOIST PER PLAN W/ 2- A35F TO GIRDER
7 2X BILK.
SHEAR TRANSFER 0 BORED OR NOTCHED STUDS NTS A.B.T EXISTING FTN'G
2- 16 12 SHEAR TRANSFER @ CONCRETE PIER [:4
FLI QQQ IQ 141411 d
" 7 1/2 "
1. 31Y2 "
115-21/2
NEWEL POST -4�
31YI
STUCCO ia/ BLM
@ 48" O.C. MAX
W/
3/4" FLYWOOD
PAPER
4." M*
TREADS if RISERS
T--T]
TT
Z BAR FLASH'G
4 —
51I I�r PER PLAN
28 GAUGE G.I. PAN FLASH
2-2,x TOP M-ATE BEM SEE PLAN
7
(2) 1'/4" SO. UPRIGHTS W/
S" MIN.
w/ 8" LAP A CRIMP
11/4" SPACE, 0 7/2" O.C.
BLDG. PAPER o/
0
rn
X'
I x4p NAILER
SIMP5014 ECG WL" CAP
2xI4 STRINGER to
16" O.C. MAX.
2x c; 11105 — -a
TOP & BOT. RAIL CONT.
WALL TO WALL W/
CONCEAL'D ATTCH'T
—4 ��
— - — - — - — — -
GOLPER KM
"
TO SOLID BLOCK'S BY FRAMER.
ZX
ROOP6 SEE
ATTACHEMENT SHALL
WITHSTAND 20 LBS FT
-A�, ,
I
ROOF PLAN
4x -5iRV OR f3L0(X;W9 5tt4�N M5T OR EG,
-
OF LATERAL FORCE
I FI.AN
co
FRAMG SEE
2--)x TOP R.ATE
STRUCT.
NOTE*
PROVIDE SAMPLE FOR
OWNER. APPROVAL
rl
SECTION ELEVATION
d
ALL WD. PAINT GRADE
2x 5TUIX5 —
NOT TO SCALE
13
SECTION STAIR STRINGER
ROOF TO WALL
ETA{ R HAN D RA{ L
STUCCO ol BLDG.
I
BLK'G W/ (3) 2" DIA HOLES
3/4" PLYWOOD
PAPER of G.I. BREED
w/ WEEP HOLES
W/ G.I. SCREEN BACK'G WHERE OCCURS,'
KEEP INSULATION CLEAR I" MIN.
TREADS A RISERS
2
4:12 MIN. PICTH-
LT. WT. CONCRETE TILE PER ELEVATION
0/ *30 FELT UNDERLAYEMENT
P.T. DF. SILL
2
SLAB WHERE
3.
2X RO.SO. FASCIA (SEE EXT. ELEV)
30', MAX
OCCURS
CONC. SLAB
C
STUCCO EXTERIOR Or SEE EXT.ELEV.
BLD'G PAPER
5
1X6 STARTER BOARD
SHIPLAP AT EXPOSED EAVES
DOUBLE FLR. JST.
6
G.I. EDGE DRIP
2xI4 STRINGER 1-4"
O.C. MAX. w/APPROVED
7
INSULATION PER TITLE 24
HANGERS
W
>
8
STUD WALL PER PLANS
W
9
GYP. BD.
INTERIOR FINISHGRADE
WHERE OCCURS
:1
3
7
0
FIE"jj
0
4
8
14
SECTION
STAIR STRINGER
10
WEEPSCREED
SAVE
Y=11--O"
2x4* 16" O.C. CONT.
BLDG PAPER o/ G.J.
ROOF'G SEE
ROOF PLAN
W' VALLEY FLASHING
WI CRIMPED EDGES
ua
O1:
2x12 STRINGER
z
"=
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VERIFY WADWER
FRAM*G PER
STRUCT.
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6 GUARDRAIL
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15
VALLEY FLASHING
HANDRAIL AS
SELECTED BY
OWNER w/ APRRV'C>
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SUPPORTS TERMINATING
PAPER
IN NEWEL OR
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MIN.
SAFETY POST
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2411 O.C.
MTL CLSR
PRVIDE SOLID
STRIP OR
BACKING
MORTAL FILL
6 'S' TILE
IMF—
Handrails shall satisfy the following:
HANDRAIL TIO WITHSTAND MIN,
200* LOAD IN ANY DIRECTION
Return handrail to newel Post or wall.
20
16
INT. HANDRAIL
N.T.S.
8
ROOF TO WALL
PREPARED BY:
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Profesional Engineering
Services
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Lic. RCE 35217
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7692 QUEBEC DR
HUNTINGTON BEACH
CALIFORNIA 92648
Z OCHOAIOAOL.COM
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JOB DESCRIPTION:
AS SHOWN
—DRAWN:--
1.0.
CHECKED:
DATE:
JOB NO: JUN-21-04
SHEET NUMBER:
AD-1