HomeMy WebLinkAboutB15-3048 000-000-000GENERAL NOTES
I. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS
BEFORE STARTING WORK. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY
DISCREPANCIES.
2. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR JOB 51TE CONDITIONS DURING THE COURSE OF THE PROJECT, INCLUDING SAFETY OF ALL
PERSONS AND PROPERTY; THAT TH15 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY
AND HOLD DANIEL J. DOBBIE HARMLE55 FROM ANY AND ALL LIABILITY,
REAL OR ALLEGED, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF
DANIEL J. DOBBIE.
3. THE CONTRACTOR AGREES THAT HE/SHE SHALL NOT DEVIATE FROM THESE DRAWINGS
WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE ENGINEER.
4. ALL OM15510N5 AND/OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE WORKING
DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE
ENGINEER.
5. IF CERTAIN FEATURES OF CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS OR
GALLED OUT IN THE NOTES OR SPECIFICATIONS, THEN THEIR" CONSTRUCTION SHALL BE THE
SAME AS FOR SIMILAR CONDITIONS WHICH ARE SHOWN OR GALLED OUT ON THE DRAWINGS
OR SPECIFICATIONS OR AS DIRECTED BY THE ENGINEER.
6. ALL CONSTRUCTION, INCLUDING MATERIALS AND WORKMANSHIP, SHALL CONFORM TO THE
INTERNATIONAL BUILDING CODE 2012 EDITION A5 ADOPTED AND MODIFIED BY THE STATE
OF CALIFORNIA IN REFERENCE TO THE 2013 CALIFORNIA BUILDING CODE (C,5,0)..
7. IN AREAS OF EXCAVATION THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL
EXISTING UNDERGROUND UTILITIES BEFORE STARING EXCAVATION.
8. THE CONTRACTOR SHALL NOT SCALE THE WORKING DRAWINGS.
SPECIAL INSPECTION
1. SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING TYPES OF WORK IN CONFORMANCE
WITH SECTION 1701 OF THE 2013 EDITION OF THE "CALIFORNIA BUILDING CODE" (GBG):
IN5TALLATION OF BOLTS IN CONCRETE EPDXY SET BOLTS IN CONCRETE d FIELD WELDING
2. THE FOLLOWING REQUIREMENT SHALL BE MET FOR SPECIAL INSPECTION:
A. THE 5PEGIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF A REGISTERED
PROFESSIONAL ENGINEER.
B. SPECIAL INSPECTION SHALL BE PROVIDED BY APPLIED TESTING CONSULTANTS
WOOD NOTES
I. 5AWN WOOD MEMBERS SHALL BE DOUGLAS FIR OR LARCH, 545, AND SHALL BE GRADE
MARKED BY A GRADING AGENCY RECOGNIZED BY THE INTERNATIONAL CODE COUNCIL (IGC),
UNLESS OTHERWISE NOTED ON DRAWINGS.
2. WOOD GRADE5, UNLESS NOTED, SHALL BE AS FOLLOWS -
LIGHT FRAMING (2" TO 4" THICK d 2" TO 4" WIDE) NO.2
JOISTS d HEADERS (2" TO 4" THICK, 6" d WIDER) NO.2
BEAMS d STRINGERS (6X d LARGER) NO.I
POST d TIMBERS (6X d LARGER) NO.I
3. BOLTS SHALL CONFORM TO A5TM A307. NUT5 SHALL CONFORM TO A5TM A563, HEX GRADE A.
4. ALL BOLT HEADS, NUTS, AND LAG 56REWS BEARING ON WOOD SHALL HAVE STANDARD GUT
WASHERS UNLESS NOTED.
5. BOLT HOLES DRILLED IN WOOD SHALL BE DRILLED 1/32" LARGER THAN THE NOMINAL BOLT
DIAMETER EXCEPT FOR PILOT HOLES TO RECEIVE LAG BOLT THREADS.
6. NAILING OF SAWN WOOD MEMBERS, UNLESS OTHERWISE NOTED, SHALL BE DONE WITH COMMON
WIRE NAILS AND CONFORM TO TABLE 2304.01,1 OF THE GBG.
7. GUTTING, DRILLING, OR NOTCHING OF BEAMS/JOISTS/POSTS SHALL BE PERMITTED ONLY AS
SHOWN ON THE DRAWINGS OR AS INDICATED IN WRITING BY, THE ENGINEER.
8. ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY, WHICH 15 IN CONTACT WITH THE
EARTH, SHALL BE PRE55URE TREATED DOUG1-A5 FIR.
q. PROVIDE BLOCKING OR BRIDGING PER SEG 2308.82 OF THE GBG AND SEG 4.4.1.2 OF THE
NATIONAL DESIGN SPECIFICATION. /
10. MOISTURE CONTENT OF WOOD AT THE TIME OF PLACING SHALL NOT EXCEED 101 PERCENT.
QSCOPE OF WORK:
PROVIDE NEW CONSTRUCTION FOR A 22'x 42' 51NGLE-
STORY WOOD FRAMED STRUCTURE TO BE U5ED, A5 A
PRIVATE UTILITY BUILDING HOUSING A HOME BREWERY.
APPLICABLE CODES:
2013 CALIFORNIA BUILDING CODE
2013 CALIFORNIA MECHANICAL GORE
\ 2013 CALIFORNIA FIRE CODE
2013 CALIFORNIA ELECTRICAL CODE
2013 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS
THIS BUILDING IS FOR PRIVATE USE WITH NO RIGHT OF ACCESS
TO THE GENERAL PUBLIC AND THERE ARE NO EMPLOYEES AND
NO PUBLIC ACCESS.
PATH OF TRAVEL
(E) WELL FROM BUILDING TO
ACCESSIBLE PARKING
SHOWN GROSS HATCHED
NONPERMITTED EXISTING
PORTABLE STORAGE
SHED TO BE RELOCATED
(E) OR1V Y
i
BUILDING GOD= ANALYSIS: LOCATION OF
CALIFORNIA BUILDING GORE 2013 EDITION
PROP05ED NEW
UTILITY BUILDING
f3. THL 5F LGIAL IN51PLGTOR 5HALL Oi35ERVE THE WORK ASSIGNED FOR CONFORMANCEEXIT TH5 O HATCHED
OCCUPANCY GROUPS: TRASH CONTAINERS
WITH THE APPROVED DE516N DRAWINGS AND SPECIFICATIONS. A FOR EXCESS REGULAR TRAVEL SA
G. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING LOW -HAZARD FACTORY F-2/RECYCLING d GREEN D PER5AL E
OFFICIAL, THE ENGINEER, THE ARCHITECT, AND OTHER DESIGNATED PERSONS. ALL (BEVERA6E5 UP TO 16% ALCOHOL) WASTE
DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE GONTRAGTOR HOME BREWERY ASSEMBLY POINT
FOR CORRECTION; THEN, IF UNCORRECTED, TO THE PROPER DE516N AUTHORITY AND THE TYPE OF CONSTRUCTION V -B Q COMPOSTING BIN FOR OSHA/ADA z
BUILDING OFFICIAL. FOR EXCE55 TRUB
D. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY THE REGISTERED ALLOWABLE AREAS: RAISED HOP A
PROFESSIONAL 5TATIN6 WHETHER THE WORK REQUIRING SPECIAL INSPECTION WA5 IN ��$ I BEDS FOR WASTE
CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE ALLOWABLE AREA (Aa) (W/INGREASES PER SEG 506.1) WATER DOSING d
WORKMANSHIP PROVISIONS OF THE G.B.G. If = (F/P - 0.25) * W/30 q5` MITIGATION
3. SPECIAL INSPECTION APPLICATIONS MUST BE REVIEWED ANI? APPROVED BY THE BUILDING
DIVISION PRIOR TO THE ISSUANCE OF A PERMIT. ALL INSPECTION REPORTS SHALL NOTE ANY If = (106/128 - 0.25) 28.28/30 = .54 I 0K
DISCREPANCIES AND BE FILED WITH THE BUILDING DIVISIION WEEKLY DURING CONSTRUCTION, F = 106 FT10' �c „l�rG iN h tcue-i'
WHETHER CORRECTED OR NOT. INSPECTOR SHALL MAINTAIN INSPECTION LOGS AT THE JOB P = 128 FT •� MINIMUM zgere
51TE FOR REVIEW BY THE BUILDING OFFICIAL OR H15 REPRESENTATIVE. s = 228.28 FT EX15T`NG
4. INSPECTION PROGRAM:S�DENGE
a.) PERIODIC SPECIAL INSPECTION OF EPDXY SET BOLT5 SHALL OCCUR DURING BOLT INSTALLATION F-2 OCCUPANCY (ALLOWABLE AREA)
PRIOR TO INJECTING EPDXY RESINS IN DRILLED HOLES.0 AGGESSIBLE PARKING
=
b.) SPECIAL 503 BA51C ALLOWABLE (At) 13,000 5F 5PEGIAL INSPECTION OF THE BOLTS IN CONCRETE SHALL OCCUR PRIOR TO POURING CONCRETE I 5I6N PER DEAIL THIS
AFTER HOLDOWN BOLTS ARE TIED IN PLACE. Ao = (At + (At*If) + (At*Is)) _ ' Q SHEET MOUNTED TO
c.) SPECIAL INSPECTION OF SHOP d FIELD WELDING SHALL BE PER 2013 GBG SECTION 1"105.2.1 d A150 360. Ao = (13000 + (13000*.54) + (13000*0)) = 20,020 SF I I ! 51DE OF BUILDING
F-2 W
ALLOABLE AREA 20,020 SF ?�N-yypfZ, I SIGN ONLY
FOUNDATION F-2 ACTUAL AREA 51JPPLY '
1. SOIL DESIGN INFORMATION: NEW 22'x 42' UTILITY BUILDING 0124 5F7 E IST. I I'
SOIL DE51GN PRESSURE: 5 P
PAD FOOTINGS 1500 PSF
FIRE PROTECTION ANALYSIS: /� '' Remove vegetation and debris from under
� ! i I
2. BOTTOM OF FOOTINGS SHALL BE AT LEAST 12 INCHES BELOW LOWEST ADJACENT FINISH GRADE. TABLE 601 and away from structure. Maintain
3. THE FINISH EXCAVATION FOR FOUNDATIONS SHALL BE NEAT d TRUE TO LINE WITH ALL LOOSE • -•�J' clearance fora fire safe environment
MATERIAL AND STANDING WATER REMOVED BEFORZONGRETE 15 PLACED. TYPE V -B REQUIRES 0 FIRE-RE515TANGE RATING AT ALL /LDG ELEMENTS. ` KEEP CALWORNL,AGREEN
4. THE TESTING LAB SHALL SUBMIT COMPACTION REPORTS FOR ALL FILL TOTHE ENGINEER TABLE 602 / r : I PREVENT wa nFneEs aurrE couNTY
....• • _ .
PRIOR TO REQUESTING FOUNDATION INSPECTION. ALL L005E 501L AND FILL DIRT, INCLUDING A MINIMUM FIRE SEPARATION DISTANCE OF 10'-0" VALL BE - 'r 'Vj �yaCER LIN55
BACKFILL BEHIND RETAININGWALL5, SHALL BECOMPACTED TO AT LEAST q0% OF MAXIMUM DENSITY. MAINTAINED AROUND THE PERIMETER OF THENE ILDING.
( Q
OCCUPANT LOAD: (SEG 1004.1) SEPTIC (E) LEACH
O FIELD NEW ELECT. FEED FOLLOWS
REINFORCING STEEL OCCUPANT/AREA LOAD FACTOR FOR BU51 5 = 100 EXISTING ELECT., ATTACH
0124 / 100 = OCCUPANT LOAD f0 OGGUP,ANTS TO EXISTING MAST AT
I. BAR REINFORCING SHALL CONFORM TO ASTM A615, INCLUDING SUPPLEMENT EXISTING SHOP
51: ALL REINFORCING SHALL BE GRADE 60. EXITING REQUIREMENTS: (SECTIONS CPC SECTION 1015.1 d 1016.1) SITE PLAN
2. DETAILS FOR REINFORCING SHALL CONFORM WITH CHAPTER '7 OF THE ONLY ONE EXIT REQUIRED PE TABLE 1015.1 "
AMERICAN CONCRETE INSTITUTE PUBLICATION 318-11, UNLESS OTHERWISE F OGGUPANGI :5 W/ O ..UPANT LOAD < 401 I" 30'
NOTED. OCCUPANT LOAD QUIRES ONLY ONE EXIT. •
3. LAPS AT BAR SPLICES IN CONCRETE CONSTRUCTION SHALL (E) SAND STORAGE OF ANY HAZARDOUS MATERIALS EXCEEDING
CONFORM TO CHAPTER 12 OF THE LATEST EDITION OF THE AMERICAN PARKING FILTER A QUTANTITIE5 5HOWN ON TABLES T-507.1 (I) AND T-307:2 (2)
CONCRETE INSTITUTE 315. II5-206.2.1 ACCESSIBLE ROUTES, 51 ARRIVAL POINT SHALL NOT BE PERMITTED.
4. VERTICAL BARS IN CONCRETE CONSTRUCTION SHALL BE ACCURATELY AT LEAST ONE ACCESSIBLE ROUTE ALL BE PROVIDED WITHIN THE SITE FOR ACCESSIBLE PARKING.
POSITIONED AT THE CENTER OF THE WALL, UNLESS OTHERWISE NOTED. II5-208 PARKING SPACES II WASTE WATER SYSTEM TO REMAIN IN COMPLIANCE WITH
5. BAR SUPPORTS SHALL BE PROVIDED AS SPECIFIED IN THE "MANUAL OF IIB -208.3.1 LOCATION, GENERAL GIRWQCB APPROVED TIER I DISCHARGE WAIVER.
STANDARD PRACTICE" ISSUED BY THE CONCRETE REINFORCING STEEL PARKING SPACES COMPLYING WITH 5 TION IIB -502 THAT SERVE A PARTICULAR BUILDING OR FACILITY SHALL BE
INSTITUTE. L15T OF FIRE-RESISTANT ELEMENTS OF CONSTRUCTION: STORAGE OF BULK GRAINS SHALL NOT BE PERMITTED
6. ALL REIFORCING SHALL SECURELY TIED IN PLACE PRIOR TO PLACING LOCATED ON THE SHORTEST AGGESSIB ROUTE FROM PARKING TO AN ENTRANCE COMPLYING WITH SECTION IIB -206:4. NO BUILDING ELEMENTS ARE REQUIRED TO HAVE IN THIS BUILDING
CONCRETE OR GROUT. II5-502.1 PARKING SPACES, GENERAL \ FIRE -RESISTANCE PER FIRE PROTECTION ANALYSIS
REVISIONS BY
PLAN 2/5/1016
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-i. WELDING OF GROSSING BARS AND TACK WELDING OF REINFORCING SHALL NOT GAR AND VAN PARKING SPACES SHALL CO LY WITH SECTION IIB -502. WHERE PARKING SPACES ARE MARKED WITH NOTE FOR TABLE 601.
BE PERMITTED. LINES, WIDTH MEASUREMENTS OF PARKING SP E5 AND ACCESS AISLES SHALL F Q
BE MADE FROM THE CENTERLINE OTHE I
MARKINGS.
IIB -502.2 VEHICLE SPACES
GAR AND VAN PARKING SPACES 4=L
.JAI BE 6 IN
21C 5 LONG MINIMUM GR APARKING SPACES 5HALL B 8 IN H
E 10 G E5 WIDE
REINFORCED CONCRETE MNIMUM AND VAN PARKING SPACES SHALL BE 144 INCHES WIDE MINIMUM, SHALL BE MARKED TO DEFINE THE WIDTH, AND
I. A. THE MINIMUM 28 DAY CONCRETE COMPRESSIVE STRENGTH SHALL BE: SHALL HAVE AN ADJACENT AGGE55 AISLE COMPLYING ITH II5-502.3.
EXCEPTION: VAN PARKING SPACES SHALL BE PERMITTE OBE 108 INCHES WIDE MINIMUM WHERE THE AGGE55 AISLE 15
FOUNDATIONS/ FOOTINGS 3000 PSI
SLABS 3000 P51 c16 INCHES WIDE MINIMUM.
NO SPECIAL INSPECTION OF CONCRETE IS REQUIRED A5 NOTED BELOW II5-502.3 AGGE55 AI5LE
PER 2013 GBG 5EGTION 1705.3 EXCEPTION I. ISOLATED FOOTINGS < 3 STORIES AGGE55 AISLES SHALL ADJOIN AN ACCESSIBLE ROUTE. TWO PARKING SPACES SHALL BE PERMITTED TO SHARE A - -
AND EXCEPTION 2.1 FOR CONTINUOUS FOOTINGS SUPPORTING LIGHT -FRAME WALLS COMMON AGGE55 AISLE.
AND EXGEPTI N 3. FOR NONSTRUCTURAL 5LAB5 ON GRADE 118-502.3.1 WIDTH Flood 2011@;
THEREFORE NO SPECIAL INSPECTION OF CONCRETE SHALL BE REQUIRED. AGGE55 AISLES SERVING GAR AND VAN PARKING 5PAGE5 SHALL\5E INCHES WIDE MIINIMUM.
B. THE MAXI MUFFSLUMP SHALL BE 4 INCHES. F,j,R,M,; QLQ0 ?G OF PARKING STALL
G. MIX DESIGNS SHALL BE SUBMITTED FOR ALL CONCRETE WITH REQUIRED 115-502.3.2 LENGTH \
STRENGTHS GREATER THAN 3000 PSI. MIX DESIGNS SHALL BE PREPARED IBY A AGGE55 AISLES 5HALL EXTEND THE FULL REQUIRED LENGTH OF THE PARKIN SPACES SERVED.
PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA AND 70 SQ IN.
SUBMITTED TO THE PROJECT DESIGN PROFESSIONAL FOR REVIEW. ACCESS
LOCATION MINIMUM SIZE
AGGE55 AISLES SHALL NOT OVERLAP THE VEHICULAR WAY. AGGE55 AISLES 5 LL BE 1PERMITTED TO BE PLACED ON L
2. PORTLAND GEMENT SHALL CONFORM TO ASTM G150, TYPE I OR 11. w w
3. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO A5TM G33. EITHER SIDE OF THE PARKING SPACE EXCEPT FOR VAN PARKING SPACES WHICH ALL IHAVE AGGE55 AISLES LOCATED p
ON THE PASSENGER SIDE OF THE PARKING SPACE.
4. ADMIXTURES USED TO INCREASE THE WORKABILITY OF THE CONCRETE SHALL \ Z_
CAN VAN AGGE5518LE SIGN
IIB -502.5 VERTIGA�- CLEARANCE
NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM GEMENT CONTENT, Q uND ACCESSIBLE OCCURS AT DESIGNATED
PARKING 5PAGE5 AGGE55 AISLES AND ROUTES SERVING THEM 5HALL PROVIDE A VERT CLEARANCE OF CO, INCHES
0 SHEET INDEX:
DESCRIPTION:
SHEET NO.
COVER SHEET $ SITE PLA
i
FLOOR PLAN, SECTIONS, E NATIONS
2
MECHANICAL/ELECTRICAL/fPLUMBINCG PLAN
2A
DETAILS
3
CHAPTER -7a, A00E55I5ILi NOTES
4
4 BREWING EQUIPMENT
SCHEDULES I
5
5. READY -MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE AITH - STALL PER PLAN
MINIMUM. Z
A5TM Cq4. IIB -502.6 IDENTIFICATION - i
6. MINIMUM CONCRETE COVER (IN INCHES) FOR REINFORCING STEEL FOR NON- PARKING SPACE IDENTIFICATION 516N5 SHALL INCLUDE THE INTERNATIONAL SYMBOL OF AGCE5°5�51LTY COMPLYING WITH d3 STD PIPE A DEFERRED SUBMITTALS: DA'
PRESTRESSED CONCRETE; GALVANIZED POST
R-1
CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" SECTION II5-703..2.1. 516N5 IDENTIFYING VAN AGCE5515ILE 5PACE5 SHALL CONTAIN ADDITIONAL ANGUAGE OR ANA. R MOUNT 5IGN
ADDITIONAL SIGN WITH THE DE5I6NATION "VAN ACCESSIBLE". 516N5 SHALL BE 60 INCHES MINIMUM OVE THE FIN15H OO SIDE T BUILDING NONE s'
B. FORMED SURFACES EXPOSED TO EARTH OR WEATHER
#6 AND LARGER 2" FLOOR OF GROUND SURFACE MEASURED TO THE BOTTOM OF THE 5IGN.
PARKING STALL SIGN
#5 AND SMALLER 1 1/2" II15-502.6.1 FINISH AND SIZE \ I DI
7. SLEEVES, PIPES, AND CON0UIT5 SHALL NOT BE PLACED THROUGH CONTINUOUS OR PARKING IDENTIFICATION SIGNS SHALL BE REFLECTORIZED WITH A MINIMUM AREA OF 70 SQUARE INCHES. Q� )FESS/pN
SPREAD FOOTINGS, GRADE BEAMS, OR TIE BEAMS. IIB -502.6.3 LOCATION -9JOE
8. CONSTRUCTION JOINTS SHALL BE ADEQUATELY KEYED. THEIR LOCATIONS AND ��'� ��' J. ��6
A PARKING SPACE IDENTIFICATION SIGN SHALL BE VISIBLE FROM EACH PARKING SPACE. SIGNS SHALL BE PERMAN LY BUTTE o
DETAILS, WHEN NOT SHOWN ON THE DRAWINGS, SHALL BE SUBJECT TO THE �
POSTED EITHER IMMEDIATELY ADJACENT TO THE PARKING SPACE OR WITHIN THE PROJECTED PARKING SPACE WITDTH �. r='LRt I -i 4 COUNTY � Z SK
APPROVAL OF THE ENGINEER. - Q�.S .3Q L� � N0.42028 "'
q. CONCRETE PLACEMENTS SHALL BE CONTINUOUS BETWEEN CONSTRUCTION JOINTS. THE HEAD END OF THE PARKING SPACE. SIGNS MAY ALSO BE PERMANENTLY POSTED ON A WALL AT THE INTERIOR END GUT7C ; Yh� __ W
OF THE PARKING SPACE.I- FEB 19 20 Exp. 03/31/16
10. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, SLABS ON GRADE SHALL BE 4 v�
1113-502.7 RELATIONSHIP TO ACCESSIBLE ROUTES s s CML �N
CAST IN SQUARE OR RECTANGULAR PATTERNS NOT EXCEEDING 400 SQUARE FEET, I }- r %s, y
;y s
DEVELOPMENT 9T
WITH A MAXI IMUM DIMENSION OF 20 FEET BETWEEN GONSTRUGTION, WEAKENED PARKING SPACES AND AGGE55 AISLES SHALL BE DESIGNED 50 THAT GARS AND VANS, :WHEN PARKED, CANNOT r A �� FOF CA��FO
DAA �`' '�`'I '������:-s SERVICES
PLANE, OR CONSTRUCTION JOINTS. OBSTRUCT THE REQUIRED CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES. `----Z-2S
----_
BY C' � c FEB 16 2016 �
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EAST ELEVATION
3/16" = 1'-0"
NORTH ELEVATION
�j SECTION 1203.2 ATTIC VENTILATION A
VENT RATIO OPTION I:
ATTICS SHALL BE VENTILATED FOR GRO55-
ATTICS MAY BE VENITLATED AT A RATIO OF 1/150
VENTILATION AND BE PROTECTED FROM RAIN
VENTILATION OPENING AREA TO AREA BEING VENTILATED.
AND SNOW. BLOCKING MAY BE ARRANGED TO
VENT AREA REQUIRED:
ALLOW MOVEMENT OF AIR BUT AN AIRSPACE OF
(22x42) /150 = 6.16 SQUARE FEET
NOT LE55 THAN I INCH SHALL BE PROVIDED BETWEEN
6.16 x 144 = 888 SQUARE INCHES
THE INSULATION AND THE ROOF SHEATHING. THE
OPTION I VENT AREA REQUIRED = 888 SQ.IN.
OPENINGS SHALL BE PROTECTED A6AIN5T ENTRY OF
120
BIRDS, SQUIRRELS, ETC BY PROVIDING A SUITABLE
VENT RATION OPTION 2:
3
ATTICS MAY BE VENTILATED AT A RATION OF 1/300
COVER.
VENTILATION OPENING AREA TO AREA BEING VENTILATED
30
PROVIDED 40%-50% OF THE VENT OPENINGS OCCUR IN THE
6R15T MILL
UPPER PORTION OF THE ATTIC NOT MORE THAN 3'-O" DOWN
3
FROM THE RIDGE.
12 12
VENT AREA REQUIRED:
6
6 (22x42) / 300 = 3.08 5QUARE FEET
A/G UNIT
3.08 x 144 = 444 SQUARE INCHES
4
OPTION 2 VENT AREA REQUIRED = 444 SQ.iN.
ROOF TRUSSES
R-38 BATT
INSULATION
AT GEILIN671
5
`- NONCOMBUSTI BLE SOFFIT BOARD
AT SOFFITS W/ 2" WIDE CONTINUOUS
SOFFIT VENTS TO COMPLY W/ CHAPTER
io NOTES ON SHEET 4
SEM161-055 PAINT (TYF)
TRENCH DRAIN
4" VINYL COVE BASE
(TYP)
4 GONG. SLAB
I
5/8" 6YP5OARD
AT CEILINGS
5/8" GREEN BOARD
AT WALLS
2x6 ® 16"o.c. -
STUD WALLS
R-21 BATT -�
INSULATION
AT PERIMETER
WALLS
JL
2'-0"
SECTION A -A s
LAND
TION B -B
3/8" = I'-0"
FIELD FRAME
DORMER
EYEBROW
DORMER
COMPOSITION
ROOFING
TO COMPLY W/
CHAPTER ?o NOTES
ON SHEET 4
I
O
LA-
-
O z
O
IL
LAP SIDING ISABLED PARKING
W/ NONCOMBUSTIBLE WEST ELEVATION 516N ATTACHED TO SOUTH ELEVATION
EXTERIOR FAGS3/I6" = I'-0" BUILDING WALL SEE
TO COMPLY W/ CHAPTER DOORS TO COMPLY, WINDOWS TO COMPLY DETAIL SHEET I (SIGN ONLY)
7o NOTES ON SHEET 4 W/ CHAPTER 70 NOTES W/ CHAPTER "1a NOTES
ON SHEET 4 ON SHEET 4
ITEM RATING (A) CIRCUIT # VOLTAGE CIRCUIT # DESCRIPTION BREAKER RATING VOTAGE AFINISH SCHEDULE:
INSIDE LIGHTS
BAB
1
120
1
INSIDE LIGHTS
15
120
EXTERIOR L16HT5
1.05
2
120
2
OUT5IDE L.IGHT5
15
120
KEG WASHER
8.60
3
120
3
BREW ROOM EAST OUTLETS
30
120
6R15T MILL
15.00
3
120
4
AG d HEAT PUMP OUTLET
.40
240
A/G UNIT
30.00
4
240
5
BREW ROOM SOUTH
30
120
3/16" = 1'-0"
51JRFACE:
APPLICATION:
CEILINGS
FDA APPROVED 5EMI-61-055 PAINT
WALLS
FDA APPROVED SEMI -GLOSS PAINT
FLOORS
FDA APPROVED CLEAR SEALER
TEMP AUTO CONTROL
5.00
5
120
6 BREW ROOM NORTH d WEST 30 120
GHUGGER PUMP 1
14.00
5
120
'i EXHAUST d HOOD FANS 15 120
GHUGGER PUMP 2
14.00
5
120
8 FERMENTER OUTLETS 20 120
GHUGGER PUMP 3
14.00
6
120
40
OvQ
FREEZER 1
5.00
6
120
FOR THE HOT LIQUID TANK, MASH TUN TANK, AND 6 •
THE BOIL KETTLE SHALL BE PROVIDED BY THE
FREEZER 2
5.00
6
120
GABLE EXHAUST FANS
2.80
7
120
BK d HLT HOOD FAN
3.60
7
120
SI $ S3 REFER TO SHEAR WALL SHEATHING
/ J
* X 6 FERMENTERS d KEC75 BREWING ROOM •MASH (•
uj O VAULTED CEILING •I Q Q
_ tu
SEE DETAIL 3/3 FOR SHEATHING REQUIREMENTS
FC.r1A�R SMALL ILZ p
NOT EXCEED 2% 4 GONG, SLAB 4 Z -
IN AW -DIRECTION W/ #5 o 18"o.c. 0Q
Q
EACH WAY TYP
Qi SPECIFICATIONS AND INSTALLATION INSTRUCTIONS •
_
FOR THE FERMENTER TANKS SHALL BE PROVIDED z /
BY THE MANUFACTURER, AGE -ROTO-MOLD, p 3
PRIOR TO INSTALLATION AND BUTTE COUNTY INSPECTION. a p� '
d NAILING
-KA -
FERMENTER FESIMENTER FERMENTER Qj 51
FERMENTE XIT 55 WORT HOP
53 57 FREZ. FREZ.
6x8 #1 HEADER
3 6x8 #I HE � DOOR 6x8 #I HEADER
LITE
_..._.. _ -..
4°4° SH WINDOW_.._.._ ._..
3 ® SLAB
WI
Q _.._ .._.._.. 4040 5H WINDOW -.. _..-.._..._.._ .._..
v
WEATHER y`12 51 8
42'-0"
LANDINGS AT DOORS
SHALL COMPLY WITH 2013 CBC SECTIONS
1008.1.5, 1008.1.6, 1009.8 &1010.7 and
2013 CRC SECTIONS 311.3 & 311.7.6
IS' -5211 23'-6211
I B
2
® ROOF
3
51 42' 3 ® SLAB
KE6 5TORA6E AREA
(NO 5TAGKIN6, JUST
SET ON FLOOR)
0 0
BA51N SINK
HLT TANK
EXHA5T •
tiUCTED TO . • HLT • • •
EXTERIOR
40
OvQ
�
SPECIFICATIONS AND INSTALLATION INSTRUCTIONS • //
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ATTIC ®ROOF 2
ACCESS A\ - - 7 3
FOR THE HOT LIQUID TANK, MASH TUN TANK, AND 6 •
THE BOIL KETTLE SHALL BE PROVIDED BY THE
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MANUFACTURER, BREW BILT MANUFACTURING AND
SUBMITTED HEREWITH.
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Qi SPECIFICATIONS AND INSTALLATION INSTRUCTIONS •
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DRIVEWAY FOR PATH OF
TRAVEL �2. FRIT INDICATES LOCATIONS OF SELF -ILLUMINATING EXIT 516N WITH BATTERY BACKUP AND TACTILE EXIIT ROUTE
SIGNAGE COMPLYING WITH GBG SECTIONS 1011.3 THROUGH 1011.6. SEE EXIT SIGNAGE DETAIL ON SHEET 5.
A5. FE INDICATES LOCATION OF A 2A:IOBG FIRE EXTIN6U15HER TO
BE HUNG ON APPROVED HANGERS, MOUNTED 50 THE TOP
OF THE APPLIANCES DOES NOT EXCEED 48-INCHE5
ABOVE FINISHED FLOOR.
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CODE -ART. 210.8 ground fault
Protection shall be required in all bathrooms,
kitchen, laun6 y. utility & wet bar sinks,
garages and exterior receptacles
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Label, an tion
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- and or eQUIPment
Provide separate grounding conductor
from main electric service panel to
remote structures and remote subpanels -----
CEC Art. 250.32(D) — - ---
Provide readily accessible capability o
circuit breaker(s), disconnect(s),
fuse(s),switch(es) and their accessories
fined in California
as required and de
Electrical Code
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MECHANICAL/ELEGTRIC AL/PLUMBING PLAN
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CHAPTER 7a NOTES:
WILDLAND-URBAN INTERFACE PROVISIONS:
WILDLAND-URBAN INTERFACE PROVISIONS SHALL APPLY TO ALL NEW CONSTRUCTION,
CHAPTER 7A OF THE 2013 CALCIFORNIA BUILDING CODE SHALL APPLY.
APPLICABLE PORTIONS OF CHAPTER 7A:
-TOIA.4 APPLICATION
NEW BUILDINGS LOCATED IN WILDLAND-URBAN INTERFACE FIRE AREAS
SHALL COMPLY WITH THE PROVISIONS OF TH15 CHAPTER.
"703A.5 WEATHERING AND SURFACE TREATMENT PROTECTION.
-103A.5.1 MATERIAL AND MATERIAL ASSEMBLIES TE577ED IN ACCORDANCE WITH
THE REQUIREMENT5 OF SECTION -705A SHALL MAINTAIN THEIR FIRE TEST
PERFORMANCE UNDER CONDITIONS OF USE, WHEN INSTALLED IN ACCORDANCE
WITH THE MANUFACTURER'S INSTRUCTIONS.
-703A.5.3 SURFACE TREATMENT PROTECTION.
THE USE OF PAINTS, COATINGS, STAINS OR OTHER SURFACE TREATMENTS
ARE NOT AN APPROVED METHOD OF PROTECTION AS REQUIRED IN
TH15 CHAPTER.
-704A IGNITION-RE515TANT CONSTRUCTION:
104A.2 IGNITION -RESISTANT MATERIAL SHALL BE DETERMINED ACCORDING TO
TEST PROCEDURE SET FORTH IN 5FM STANDARD 12-1A-5 16NITION-RE515TANT
MATERIAL" OR IN ACCORDANCE WITH TH15 SECTION.
'104A.3 ALTERNATIVE METHODS FOR DETERMINING IGNITION -RESISTANCE.
ANY ONE OF THE FOLLOWING SHALL BE ACCEPTED;
I. NONCOMBUSTIBLE MATERIAL. MATERIAL THAT COMPLIES WITH THE
DEFINITION FOR NON COMBUSTIBLE MATERIALS IN SECTION 202.
SECTION 202: "NONCOMBUSTIBLE" A5 APPLIED TO BUILDING CONSTRUCTION
MATERIAL MEANS A MATERAL WHICH, IN THE FORM IN WHICH IT 15 USED, 15
EITHER ONE OF THE FOLLOWING:
I. MATERIAL OF WHICH NO PART WILL IGNITE AND BURN WHEN SUBJECTED
TO FIRE. ANY MATERAL PASSING A5TM E 136 SHALL BE CONSIDERED
NONCOMBUSTIBLE.
2, MATERIAL HAVING A STRUCTURAL BASE OF NONCOMBUSTIBLE MATERIAL
AS DEFINED IN ITEM I ABOVE, WITH A SURFACING MATERIAL NOT OVER
1/5 INCH THICK NHICH HAS A FLAME-5PREAD INDEX OF 50 OR LESS.
2. FIRE -RETARDANT TREATED WOOD IDENTIFIED FOR EXTERIOR USE
SEE THE SINGLE PAGE 300. ALSO SHOWN ON THIS SHEET FOR
SECTION 2303.2 FIRE -RETARDANT WOOD.
105A ROOFING
-705A.1 ROOFING SHALL COMPLY WITH REQUIREMENT5 OF CHAPTER 15.
-705A.4 ROOF GUTTERS SHALL BE PROVIDED WITH THE MEANS TO PREVENT THE
ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER.
-TO&A VENTS
•706A.1 GENERAL. VENTILATION OPENINGS FOR ATTIC VENTILATION
SHALL BE INAGGORDANGE WITH SECTION 1203 AND SECTION 706.A
TO RE515T BUILDING IGNITION FROM INTRUSION OF BURNING EMBERS
AND FLAME THROUGH VENTILATION OPENINGS,
'106A.2 REQUIREMENT5. VENTILATION OPENINGS FOR UNDERFLOOR VENTILATION
SHALL BE FULLY COVERED WITH METAL WIRE MESH, VENTS, OTHER MATERIALS
OR OTHER DEVICES TAHT MEET THE FOLLOWING:
1. THE DIMENSION OF THE OPENINGS SHALL BE A MINIMUM OF 1/16 -INCH AND
SHALL NOT EXCEED 1/8 -INCH.
2. THE MATERIALS USED SHALL BE NONCOMBUSTIBLE.
3. THE MATERIALS USED SHALL BE CORRO51ON RESISTANT.
'706A.3 VENTILATION OPENINC75 ON THE UNDERSIDE OF EAVES AND CORNICES.
VENTS SHALL NOT BE INSTALLED ON THE UNDERSIDE OF EAVES AND CORNICES.
EXCEPTIONS:
I. THE ENFORCING AGENCY MAY ACCEPT OR APPROVE SPECIAL EAVE AND
CORNICE VENTS THAT RESIST THE INTRU51ON OF FLAME AND BURNING EMBERS.
2. VENTS COMPLYING WITH THE REQUIREMENTS OF SECTION "106A.2 MAY BE
INSTALLED ON THE INDER5IDE OF EAVES AND CORNICES IN ACCORDANCE
KITH EITHER ONE OF THE FOLLOWING CONDITIONS:
` 2.1 THE ATTIC SPACE BEING VENTILATED 15 FULLY PROTECTED BY AN
AUTOMATIC SPRINKLER SYSTEM IN AGCORCOANCE WITH CHAPTER Q.
2.2 THE EXTERIOR WALL COVERING AND EXPOSED UNDERSIDE OF THE
EAVE ARE NONCOMBUSTIBLE MATERIAL, OR IGNITION-RE515TANT-MATERIALS
AS DETERMINED IN ACCORDANCE WITH SFM STANDARD 12-1A-5 IGNITION
RE515TANT MATERIAL AND THE VENT 15 LOCATED MORE THAN 12 FEET FROM
GROUND OR WALKING SURFACE OF A DECK, PORCH, OR SIMILAR SURFACE.
WATER COOLING PIPE NOTES:
GFVC, USED FOR HOT SIDE
FVC, U5ED FOR GOLD 51DE
FIFES RUN TO FOOL EOU I F�-IENT,
N57ALLED TO USE FOOL A5
HEAT 51 N<
1/4 HF 120(\/) G I RC ULAT I ON FUI� F FLU1�5==
IN LINE WITH GHEGK VALVE 120(\/)
1 NG SOLENOID VALVE
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REVISIONS BY
PLAN
2/5/1016
-
FLAN
ACCESSIBILITY & PATH OF TRAVEL NOTES:
• N
'10"1A EXTERIOR COVERINGS -108A EXTERIOR WINDOWS AND DOORS ' ACCESSIBILITY
'f0 -7A.2 THE FOLLOWING EXTERIOR COVERING MATERIALS SHALL COMPLY: "108A,2 EXTERIOR GLAZING. THE FOLLOWING EXTERIOR GLAZING MATERIALS I. SITE DEVELOPMENT AND GRADING SHALL BE DESIGNED TO PROVIDE ACCESS TO PRIMARY
I. EXTERIOR WALL COVERING MATERIAL AND/OR A55EMBLIE5 SHALL COMPLY WITH TH15 SECTION: AND NORMAL PATHS OF TRAVEL WHERE NECESSARY AND SHALL INCORPORATE PEDESTRIAN
2. EXTERIOR WALL A55EMBLY 1. EXTERIOR WINDOWS
3. EXTERIOR UDER51DE OF ROOF EAVE OVERHANGS 2. EXTERIOR GLAZED DOORS RAMPS, CURB RAMPS, ETC.
4, EXTERIOR EXF05ED UNDERSIDE OF ROOF EAVE SOFFITS. 3. GLAZED OPENINGS WITH EXTERIOR DOORS. 2. ALL ENTRANCES AND EXTERIOR GROUND FLOOR EXIT DOORS TO MILPINC75 AND FACILITIES
AGE DOORS SHALL BE MADE ACCESSIBLE TO PERSONS WITH D15ABILITIES. (IIB -206.2.1 3 II5-206.4)
'1. EXTERIOR UDERFLOOR AREAS 4. -GLAZED OPENIN65 WITH EXTERIOR GAR
EXCEPTIONS:108A.2:1 EXTERIOR, WINDOWS AND EXTERIOR GLAZED DOOR ASSEMBLY
3. ALL BUILDING AND FACILITY ENTRANCES SHALL BE ACCESSIBLE TO AND USABLE BY
-
I. EXTERIOR WALL ARCHITECTURAL TRIM, FASCIAS, AND GUTTERS.
REQUIREMENTS. EXTERIOR WINDOWS AND EXTERIOR GLAZED DOOR ASSEMBLIES PERSONS WITH DISABILITIES. 4�
N
3. ROOF A55EMBLY PROJECTION5 OVER GABLE END NALL5 SHALL COMPLY IWTIH ONE OF THE FOLLOWING REOUIREMENT5: W
4. 50LIP WOOD RAFTER TAILS AND SOLID WOOD BLOCKING I. BE CONSTRUCTED OF MULTIPANE GLAZING WITH A MINIMUM OF ONE TEMPERED m >
INSTALLED BETWEEN RAFTERS HAVING MINIMUM DIMEN51ON PANE MEETING THE REQUIREMENTS OF SECTION 2406 SAFETY GLAZING, OR EXITS m C3 0'
2. BE CONSTRUCTED OF GLASS BLOCK UNITS OR
LTO PERMIT THE INSTALLATION OF A DOOR NOT S CD
C
'70?A.3 EXTERIOR NALL5 SHALL COMPLY WITH ONE OF THE FOLLOWING: 3, HAVE A FIRE RESITANT RATING OF NOT LE55 THAN 20 MINUTES WHEN w w
LESS THAN 3 FEET IN WIDTH AND 6 FEET 8 INCHES IN HEIGHT. ALL EXIT DOORS SHALL BE w
I. NONCOMBUSTIBLE MATERIAL TESTED ACCORDING TO NFPA 257, OR CAPABLE OF OPENING AT LEAST cIO DEGREES LAND SHALL BE 50 MOUNTED THAT THE CLEAR -� O N Z } v
4. BE TESTED TO MEET THE PERFORMANCE REQUIREMENTS OF SFM C X w
2. IGNITION -RESISTANT MATERIAL WIDTH 15 NOT LE55 THAN 32 INCHES. THE BOTTOM 10 INCHES ON THE PUSH 51DE OF ALL .J p m O
STANDARD 12-'7A-2 O
3. HEAVY TIMBER EXTERIOR WALL ASSEMBLY. DOORS EXCEPT AUTOMATIC DOORS SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO W '-• Z
EXCEPTION: DEEMED TO MEET THESE REQUIREMENTS. '108A.3 EXTERIOR DOORS. EXTERIOR DOORS SHALL COMPLY WITH ONE OF '- ' m -�
ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP Z m N
THE FOLLOWING: Q 4-0 0` 0 m
I. ONE LAYER OF 5/8 -INCH TYPE -X SHEATHING APPLIED I. THE EXTERIOR SURFACE OR SLADDING SHALL BE OF NONCOMBUSTIBLE OR HAZARD. THE MAXIMUM EFFORT TO OPERATE DOORS OTHER THAN REQUIRED FIRE DOORS Q d ^ Q C
BEHIND THE EXTERIOR COVERING OR CLADDING ON OR IGNITION -RESISTANT MATERIAL, DI SHALL NOT EXCEED 5 POUNDS FOR BOTH EXTERIOR DOORS AND INTERIOR DOORS, PENDING
THE EXTERIOR 51DE OF THE FRAMING.APPROVAL FROM THE FIRE MARSHALL, SUCH PUSH OR PULL EFFORT BEING APPLIED AT RIGHT
i0 -7A:3.1 EXTERIOR WALL COVERINGS SHALL EXTEND FROM 2. SHALL BE CONSTRUCTED OF SOLID GORE WOOD THAT COMPLY WIT H THE FOLLOWING REQUIREMENTS: ANGLES TO THE HINGED DOOR. WHERE FIRE DOOR5 ARE REQUIRED THE MAXIMUM EFFORT TO
THE TOP OF THE FOUNDATION TO THE ROOF, AND TERMINATE 2.1 STILES AND RAILS SHALL NOT BE LESS THAN 13/b INCHES THICK. OPERATE SHALL NOT EXCEED 15 POUNDS. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE
AT 2 INCH NOMINAL SOLID WOOD BLOCKING BETWEEN RAFTERS. 2.2 RAISED PANELS SHALL NOT BE LESS THAN 1 1/4 INCHES THICK WITHOUT THE USE OF A KEY OANY SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED Q
-10"1A.4 OPEN ROOF EAVES. THE EXPO55ED ROOF DECK ON THE R
EXCEPT FOR THE EXTERIOR PERIMETER OF THE RAISED PANEL THAT EDGE OR SURFACE MOUNTED FLUSH BOLTS OR 'SURFACE BOLTS ARE PROHIBITED. HAND
UNDERSIDE OF THE ENCLOSED ROOF EAVES SHALL CONSIST OF ACTIVATED DOOR OPENING HARDWARE SHALL QBE CENTERED BETWEEN 30 INCHES AND 44
ONE OF THE FOLLOWING: MAY TAPER TO A TONGUE NOT LESS THAN 3/8 INCH THICK. 3, SHALL HAVE A FIRE-RE515TANT RATING OF NOT LESS THATN 20 INCHES ABOVE THE FLOOR, DOOR HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING
I. NONCOMBUSTIBLE MATERIAL. MINUTES WHTN TESTED ACCORDING TO NFPA 252. DEVICES ON DOORS REQUIRED TO BE ACCESSIBLE SHALL NOT ROUIRE TIGHT GRASPING, TIGHT
2. INGNITION-RESI5TANT MATERIAL. 4, SHALL BE TESTEDTO MEET THE PERFORMANCE REQUIREMENTS OF PINCHING OR TWISTING OF THE NR15T TO OPERATE. MANUALLY OPERATED BOLTS OR SURFACE
3. ONE LAYER OF 5/8 -INCH TYPE X SHEATHING APPLIED BOLTS ARE NOT PERMITTED. THE UNLATCHING OF ANY DOOR OR LEAF SHALL NOT REOUIRE
BEHIND AN EXTERIOR COVERING ON THE UNDERSIDE EXTERIOR SFM STANDARD 12-'7-I. '708A.5,1 EXTERIOR DOOR GLAZING. GLAZING IN EXTERIOR DOORS MORE THAN ONE OPERATION. ALL EXIT HARDWARE SHALL BE STATE FIRE MARSHALL
OF THE ROOF DECK. SHALL COMPLY WITH SECTIONlO8A.2.1. APPROVED. A CHANGE IN ELEVATION GREATER THAN I/2" SHALL BE ACCOMPLISHED BY
;"
EXCEPTIONS: MEANS OF A RAMP. ALL EXIT DOORS SHALL BE OPERABLE WITH ONE MASTER KEY.
I. SOLID WOOD RAFTER TAILS ON THE EXPOSED UNDERSIDE OF '70clA DECKING
OPEN ROOF EAVES HAVING A MINIMUM NOMINAL DIMENSION -10clA.1 GENERAL. THE WALKING SURFACE MATERIAL OF DECKS
OF 2 INCHES. SHALL COMPLY
2. SOLID WOOD BLOCKING INSTALLED BETWEEN RAFTER TAILS 1041A.3 DECKING SURFACES. THE WALKING SURFACE MATERIAL DOOR LANDINGS 4 CLEARANCE5
ON THE EXPOSEDUNDER51DE OF OPEN ROOF REAVES HAVING OF DECKS AND PORCHES SHALL BE CONSTRUCTED WITH ONE
A MINIMUM NOMINAL DIMENSION OF 2 INCHES. OF THE FOLLONING: 1. THERE SHALL BE A LEVEL AND CLEAR FLOOR LANDING ON EACH 51DE OF A DOOR. THE
3. GABLE END ONVERHAN65 AND ROOF A55EM5LY PROJECTIONS I. I6NITION-RESI5TANT MATERAIL THAT COMPLIES WITH BOTH LEVEL AREASHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF AT LEAST 60
BEYOND AN EXTERIOR WALL OTHER THAN AT THE LOWER END SFM STAHDARD 12 -'TA -4 AND SFM 5TANDEAD 12-7A-5. INCHES AND THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 48 INCHES AS ;
OF THE RAFTER TAILS. 2. EXTERIOR FIRE -RETARDANT TREATED WOOD. MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN THE OL05ED POSITION.
4. FASCIA AND OTHER ARCHITECTURAL TRIM BOARDS. 4. ANY MATERIAL THAT COMPLIES WITH 5FM STANDARD 12 -'7A -4A (IIB -404,2.4 d IIB -404.2.4.4)
'107A.5 ENCLOSED ROOF EAVES AND N ROOF EAVE SOFFITS.
WHEN ATTACHED EXTERIOR WALL COVERING 15 ALSO I6NITION-RE515TANT. 2. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND
THE ENCLOSED UNDERSIDE OF THE ENCLOSED ROOF EAVES HAVING EXCEPTION: WALL MATERIAL MAY BE OF ANY MATERIAL THAT 24 INCHES PAST THE STRIKE EDGE OF THE DOOR FOR THE EXERIOR DOORS AND 18 INCHES
EITHER A BOXED -IN ROOF EAVE SOFFIT WITH A HORIZONTAL OTHERWISE COMPLIES WITH THIS CHAPTER WHEN THE DECKING PAST THE STRIKE EDGE OF FOR INTERIOR DOORS. WHERE THE PLANE OF THE DOORWAY IS
UNDERSIDE, OR SLOPING RAFTER TAILS WITH AND EXTERIOR SURFACE MATERIAL GOMPIES WITH ASTM E 54 WITH A GLASS B OFFSET OR LOCATED IN AN ALCOVE A DISTANCE MORE THAN 8 INCHES MEASURED FROM THE
FLAME SPREADATING. PLANE OF THE DOORWAY TO THE FACE OF THE WALL, THE DOOR SHALL BE PROVIDED WITH 60
COVERING APPLIED TO THE UNDERSIDE OT HTE RAFTER TAILS, 'RINCHES MANEUVERING CLEARANCE FOR THE FRONT APPROACH. (IIB -404.2.4, IIB -404.2.4.3,
SHALL BE PROTECTED BY ONE OF THE FOLLOWING: 3 118-404.2.4.3)
1. NONCOMBUSTIBLE MATERIAL 3. PROVIDE CLEAR SPACE OF 12 INCHES PAST STRIKE EDGE OF THE DOOR ON THE OPPOSITE
B. ONE LAYER OF 5/8 -INCH TYPE -X GYPSUM SHEATHING APPLIED SIDE TO NHICH THE DOOR 5NING5 IF THE DOOR IS EQUIPPED WITH BOTH A LATCH AND A
BEHIND AN EXTERIOR COVERING ON THE UNDERSIDE OF THE
RAFTER RAILS OR SOFFIT. CLOSER. (FIG IIB -4042.4.1 (c))
RA4, THE FLOOR OR LANDING SHALL BE NOT MORE THAN 1/2 INCH LOWER THAN THE THRESHOLD
'10'1A F EXTERIOR PORCH CEILINGS SHALL BE PROTECTED BY ONE
OF THE FOLLOWING: OF THE DOORWAY. CHANGE IN LEVEL BETWEEN I/4 INCH AND 1/2 INCH SHALL BE BEVELED WITH
3. ONE LAYER OF 5/8 -INCH TYPE -X SHEATHING APPLIED A SLOPE NO GREATER THAN ONE UNIT VERTICAL IN 2 UNITS HORIZONTAL. (IIB -404.2.5)
HIND THE EXTERIOR COVERING ON THE UNDERSIDE 5. WHEN THE DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE
BEHIND
GE i L INC. ADJUSTED SO THAT FROM AN OPEN P051 TI ON OF 70 DEGREES, THE 50OR WILL TAKE AT
�O F THE
UNDERFLOOR PROTECTION. LEAST 3 SECONDS ONS TO MOVE TO A POINT 3 INCHES FROM .THE LATCH, MEASURED TO THE
THE UNDERFLOOR AREA OF ELEVATED BUILDINGS SHALL BE LEADING EDGE OF THE DOOR, (II5-404,2.8.1)
ENCLOSED TO GRADE IN ACCORDANCE WITH THE REQUIREMENTS
OF 7H15 CHAPTER.
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TACTILE EXIT SIGNS SHALL OCCUR AT ALL EXITS PER GBG SECTIONS 1011.3, THROUGH 1011.6
0 ELE\/ATION TACTILE EXIT SIGNAGE
NOT TO 50ALE
I. WHERE PERMANENT IDENTIFICATION SI&NS ARE PR IDED FOR ROOM ANSPACES OF A
BUILDING OR SITE , RA15ED CHARACTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED
BY BRAILLE IN CONFORMANCE WITH SECTION IIB -7 03.2.1 THROUGH II5-703.7.1. SIGNS SHALL BE
INSTALLED ON THE WALL ADJACENT TO THE LATCH OUT5IDE OF THE DOOR. WHERE THERE 15
NO WALL SPACE ON THE LATCH SIDE, INGLUDIN& AT DOUBLE LEAF DOORS, 516N5 SHALL BE
PLACE ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT, MOUNTING HEIGHT
AT SI&N5 WITH RAISED CHARACTERS AND BRAILLE SHALL BE LOCATED 48" MINIMUM ABOVE
THE FIN15H FLOOR OR &ROUND SURFACE, MEA51JRED FROM THE BASELINE OF THE LOWEST
LINE OF BRAILLE AND 60 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR &ROUND SURFACE,
MEA50RED FROM THE BASELINE OF THE HI&HEST LINE OF RA15ED CHARACTERS.
MOUNTING LOCATION SHALL BE DETERMINED 50 THAT A PERSON MAY APPROACH WITHIN 3
INCHES OF 516NA&E WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE
5WIN6 OF A DOOR.
2. TACTILE EXIT 516NS: EACH GRADE -LEVEL EXTERIOR DOOR THAT IS REQUIRED SHALL BE
IDENTIFIED BY A TACTILE EXIT 516N WITH THE WORD "EXIT'.
Cleaning Chemicals
Name
WALL MOUNTED 516NA&E
ON LATCH 51 DE OF DOOR
W/ CENTERLINE 60" FROM
Container
size
HMIS Health
Code
Other requirements
FLOOR UPPER CASE
CIP & cleaning
S gallon
LETTERS
Rinse with potable water
F'S Amine Z' Quat
Sanitizer (1700)
RAISED 1/32"
5 gallon
3
i EXIT I
General hand soap_Washing
hands
' X
0
INone
V
Cold Supply
PVC
Utz
P4
Hose Bib
O N X
Fixed hose bib for cleaning brewery
\'
CONTRACTED GRADE 2 BRAILLE,
16d (3'/," x 0.135') at 16" o.c.
EcoSmart 4 Gal. 120 -Volt Electric Mini Tank
DOTS 1/10" ON CENTER IN EACH
POU Water Heater
Various
CELL, 2/10" SPACE BETWEEN CELLS,
P6
\
DOT5 RAISED 1/40", DOTS DOMED
Red PEX connection from POU to sink
\
OR ROUNDED.
0 ELE\/ATION TACTILE EXIT SIGNAGE
NOT TO 50ALE
I. WHERE PERMANENT IDENTIFICATION SI&NS ARE PR IDED FOR ROOM ANSPACES OF A
BUILDING OR SITE , RA15ED CHARACTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED
BY BRAILLE IN CONFORMANCE WITH SECTION IIB -7 03.2.1 THROUGH II5-703.7.1. SIGNS SHALL BE
INSTALLED ON THE WALL ADJACENT TO THE LATCH OUT5IDE OF THE DOOR. WHERE THERE 15
NO WALL SPACE ON THE LATCH SIDE, INGLUDIN& AT DOUBLE LEAF DOORS, 516N5 SHALL BE
PLACE ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT, MOUNTING HEIGHT
AT SI&N5 WITH RAISED CHARACTERS AND BRAILLE SHALL BE LOCATED 48" MINIMUM ABOVE
THE FIN15H FLOOR OR &ROUND SURFACE, MEA51JRED FROM THE BASELINE OF THE LOWEST
LINE OF BRAILLE AND 60 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR &ROUND SURFACE,
MEA50RED FROM THE BASELINE OF THE HI&HEST LINE OF RA15ED CHARACTERS.
MOUNTING LOCATION SHALL BE DETERMINED 50 THAT A PERSON MAY APPROACH WITHIN 3
INCHES OF 516NA&E WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE
5WIN6 OF A DOOR.
2. TACTILE EXIT 516NS: EACH GRADE -LEVEL EXTERIOR DOOR THAT IS REQUIRED SHALL BE
IDENTIFIED BY A TACTILE EXIT 516N WITH THE WORD "EXIT'.
Cleaning Chemicals
Name
Purpose
Container
size
HMIS Health
Code
Other requirements
FS Bakery Pan Cleaner'"
Alkaline Cleaner 2370
CIP & cleaning
S gallon
2
Rinse with potable water
F'S Amine Z' Quat
Sanitizer (1700)
Cold side
sanitizing
5 gallon
3
Drain only - no rinsing
General hand soap_Washing
hands
12 fl oz
0
INone
Plumbing Materials Schedule
Item #-
Item
Material
Description and use
W1
1. Joist to sill or girder
3 - 3" x 0.131" nails
3/4" Supply line to brewery feeding the
P1
Cold Mains (Pottable)
PVC
sinks, POU heater, inside hose bib and HLT
P2
Ball Check Valve
PVC
3/4" Supply line cut-off valve
toenail each end
18. Ceiling joists to parallel rafters
2 - 3" 14 gage staples
3/4" Pottable water line to sink and POU
P3
Cold Supply
PVC
heater
P4
Hose Bib
Brass
Fixed hose bib for cleaning brewery
blind and face nail
h. Sole plate to joist or blocking
16d (3'/," x 0.135') at 16" o.c.
EcoSmart 4 Gal. 120 -Volt Electric Mini Tank
P5
POU Water Heater
Various
Point of Use Water Heater
P6
Hot Water Pipe
PEX
Red PEX connection from POU to sink
face nail
panel
4 - 3" x 0.131" nails at 16" o.c.
Mustee 46 in. x 34 in. Plastic Laundry Tub
P7
Sink
Plastic
with Chrome Faucet
2 - 16d common (3'/," x 0.162")
face nail
I 7. Top plate to stud
Non -vented exit drain to trench drain
P8
Branch Drain
ABS
embedded in foundation
P9
Channel Drain
Fiberglass
In -floor Spee -D channel drain
4 - 3" x 0.131" nails .
toenail
Hardware 5116 Box Rail,
Little Giant 513119 (or similar) Metal 18" x
P10
Sump
Structural Foam
30" Structural Foam Basin and 1 Piece Cover
2 - 16d common (3'/," x 0,162")
face nail at ends and at each
Hardware 5005 Box Rail Hanger,
Assembly 2" Vent, 2" Discharge
P11
Filter
SS or similar
Solids filter in Sump
P12
Dirty Water Sump Pump
Various
1HP Dirty Water Sump Pump
P13
Main Drain
ABS
2" drain to Dirty Water Holding Tank
P14
Waste Water Holding Tank
Plastic
Norwesco 220 Gallon Poly Water Tank
P15
Distribution lines
ABS
Slot cut lines dosing waste water to planters
i
3" 14 gage staple at 12" o.c..typical
toenail
3/4" supply line linked to pre -pump & pre-
P16
Coolant supply
PVC
filter side of pool system
-"
12 - 3" 14 gage staples
3/4" return line linked to post -pump & post-
P17
Coolant return
CPVC
filter side of pool system
P18
Propane Gas Line
Steel Sch 40
3/4" Gas line feeding HLT and BK
WOOD
CONNECTION
FASTENING'
LOCATION
Material
3 - 8d common (2'/," x 0.131 ")
W1
1. Joist to sill or girder
3 - 3" x 0.131" nails
toenail
(see Section 2308,10.4.1, Table 2308.10.4.1)
3 - 3" 14 gage staples
PVC
sinks, POU heater, inside hose bib and HLT
2 - 8d common (2'/," x 0.131 ")
Ball Check Valve
2. Bridging to joist
2 - 3" x 0.131" nails
toenail each end
18. Ceiling joists to parallel rafters
2 - 3" 14 gage staples
face nail
3. 1" x 6" subfloor or less to each joist
2 - 8d common (2'/," x 0.131 ")
face nail
4. Wider than 1" x 6" subfloor to each joist
3 - 8d common (2'/," x 0.131) `
face nail
S: 2" subflo ar to joist or girder
2 - 16d common 0/= x 0.162")
blind and face nail
h. Sole plate to joist or blocking
16d (3'/," x 0.135') at 16" o.c.
toenail
PS
3" x 0.13I" nails at 8" o:c.
typical face nail
Point of Use Water Heater
3" 14 gage staples at 12" o.c.
Hot Water Pipe
Sole plate to joist or blocking at braced wall
,
3 - 16d (3'/2" x 0.135") at 16" o.c.
face nail
panel
4 - 3" x 0.131" nails at 16" o.c.
braced wall panels
21. 1 " x 8" sheathing to each bearing
4 - 3" 14 gage staples at 16" o.c.
face nail
22. Wider than 1" x 8" sheathing to each bearing
2 - 16d common (3'/," x 0.162")
face nail
I 7. Top plate to stud
3 - 3" x 0.131" nails
end nail
-
3 - 3" 14 gage staples
16" o.c.
P9
4 - 8d common (2'/," x 0.131 ")
16" o.c.
In -floor Spee -D channel drain
4 - 3" x 0.131" nails .
toenail
Hardware 5116 Box Rail,
3 - 3" 14 gage staples
gamed on opposite sides
8. Stud to sole plate
3 14 gage staple at 24 o.c.
30" Structural Foam Basin and 1 Piece Cover
2 - 16d common (3'/," x 0,162")
face nail at ends and at each
Hardware 5005 Box Rail Hanger,
Assembly 2' Vent, 2" Discharge
3 - 3" x 0.131" nails
end nail
SS or similar
3.3" 14 gage staples
P12
25. 2" planks
16d (3'/," x 0.135") at 24" o.c. .
at each bearing
9. Double studs
3" x 0.131" nail at 8" o.c.
face nail
26. Collar tie to rafter
3" 14 gage staple at 8' o.c.
face nail
10. Double top plates
16d (3'/,"_x 0.135") at 16" o.c.
P15
Distribution lines
3" x 0.131" nail at 12" o.c.
face nail
i
3" 14 gage staple at 12" o.c..typical
toenail
Double top plates
8 - 16d common (3'/," x 0.162)
lap splice
2 - 16d common (3'/," x 0.162")
12 - 3" x 0.131" nails
-"
12 - 3" 14 gage staples
face.nail
P17
3 - 8d common (2'/," x 0.131 ")
CPVC
1 1. Blocking between joists or rafters to top plate
3 - Y x 0.131" nails
toenail
-
3 - 3" 14 gage staples
toenail
28. Roof rafter to 2 -by ridge beam
8d (2 ill" x 0.131 ") at 6" o c.
12- Rim joist to top plate
3" x 0.131"nail at 6" o.c.
toenail
3" 14 gage staple at 6" o.c.
face nail
'1
2 - 16d common (3'/," x 0.162")
13. tip plates, laps and intersections
3 - 3" x 0.131" nails
face nail
29. Joist to band joist
3 - 3" 14 gage staples
face nail
14. Continuous header, two pieces
16d common (3'/," x 0.162")
16" o.c. along edge
3 - 8d common (2'/," x 0.131")
15. Ceilmmg joists to plate
5 - 3" x0.131" nails
toenail
5 - 3" 14 gage staples
16. Continuous header to stud
4 - 8d common (2'/," x 0.131 ")
toenail
308
CONNECTION
FASTENING'
LOCATION
Material
3 -16d common (31/," x 0.162") minimum,
W1
17. Ceiling joists, laps over partitions
Table 2308.10.4.1
face nail
(see Section 2308,10.4.1, Table 2308.10.4.1)
4 - 3" x 0.131" nails
PVC
sinks, POU heater, inside hose bib and HLT
4 - 3" 14 gage staples
Ball Check Valve
PVC -
3 - 16d common (31/," x 0.162") minimum,
On back of main and fermenter doors
Next to main & fermenter doors
18. Ceiling joists to parallel rafters
Table 2308.10.4.1
face nail
(see Section 2308.10.4.1, Table 2308.10.4.1)
4 - 3" x 0131" nails
PVC
heater
4 - 3" 14 gage staples
Hose Bib
19. Rafter to plate : ' .
3 - 8d common (2'/2" x 0.131")
Dimensions
(sec Section 2308.10.1, Table 2308.10.1)
3 - 3" x 0.131" nails
toenail
PS
3 - 3" 14 gage staples
Various
Point of Use Water Heater
2 - 8d common (2'/," x 0.131")
Hot Water Pipe
20. 1" diagonal brace to each stud and plate
2 - 3" x0.131" nails
face nail
Field fabricated Insulated internal door
3 - 3".14 gage staples .
Mustee 46 in: x 34 in. Plastic Laundry Tub
21. 1 " x 8" sheathing to each bearing
3 - 8d common (2'/," x 0.131 ")
face nail
22. Wider than 1" x 8" sheathing to each bearing
3 = 8d common (2'/," x 0.131 ")
face nail
Internal latch by National
16d common (3'/," x 0.162")
24" o.c.
23. Built-up corner studs
3" x 0.131" nails
16" o.c.
P9
3" 14 gage staples
16" o.c.
In -floor Spee -D channel drain
20d common0. x " 4 2 .
( 19 '� 32' o c.
fact nail at top and bottom stag -
Hardware 5116 Box Rail,
3" x 0.131" nail at 24" o.c.
gamed on opposite sides
24, Built-up girder and beams
3 14 gage staple at 24 o.c.
30" Structural Foam Basin and 1 Piece Cover
2 - 2W common (4" x 0.192")
face nail at ends and at each
Hardware 5005 Box Rail Hanger,
Assembly 2' Vent, 2" Discharge
3 - 3" x 0.131" nails
splice
SS or similar
3 - 3" I4 gage staples
P12
25. 2" planks
16d common (3'/2" x 0.162")
at each bearing
P13
common (3" x 0.148")
ABS
26. Collar tie to rafter
4 -1()d
3" x 0.131" nails
face nail
Plastic
4 - 3" 14 gage staples
P15
Distribution lines
3 - 10d common (3" x 0.148")
Slot cut lines dosing waste water to planters
4 -3" x 0.131" nails
toenail
27. Jack rafter to hi � -
p
4 - 3" 14 gage staples
Coolant supply
2 - 16d common (3'/," x 0.162")
filter side of pool system
3 - 3" x 0.131' nails
face.nail
P17
3 - 3" 14 gage staples
CPVC
2 - 16d common (3'/," x 0.162")
Propane Gas Line
Steel
3 - 3" x 0.131" nails
toenail
28. Roof rafter to 2 -by ridge beam
3 - 3" 14 gage staples
2 -16d common (3'/," x 0.162")
3 - 3" x 0.131" nails
face nail
3 - 3" 14 gage staples
3 - 16d common (3'/," x 0.162")
29. Joist to band joist
4 - 3" x 0-131" nails
face nail
4 - 3" 14 gage staples
Plumbing Materials Schedule
Item #
Item
Material
Description and use
W1
4'x 4'
47.5 in, x 47.5 In. Left -Hand Sliding Vinyl Window - White.
3/4" Supply line to brewery feeding the
P1
Cold Mains (Pottable)
PVC
sinks, POU heater, inside hose bib and HLT
P2
Ball Check Valve
PVC -
3/4" Supply line cut-off valve
On back of main and fermenter doors
Next to main & fermenter doors
Building plan showing exit doors and assembly point
Tactile signage next to each door
Low E lass- Double lazed with white grid.
3/4" Pottable water line to sink and POU
P3
1
Cold Supply
PVC
heater
P4
Hose Bib
Brass
Fixed hose bib for cleaning brewery
Dimensions
Description
Hardware
EcoSmart 4 Gal. 120 -Volt Electric Mini Tank
PS
POU Water Heater
Various
Point of Use Water Heater
P6
Hot Water Pipe
PEX
Red PEX connection from POU to sink
4'x 7'
Field fabricated Insulated internal door
Cockset by Kwickset
Mustee 46 in: x 34 in. Plastic Laundry Tub
P7
Sink
Plastic
with Chrome Faucet
'/," or less' 6d'
Internal latch by National
Non -vented exit drain to trench drain
P8
Branch Drain
ABS
embedded in foundation
P9
Channel Drain
Fiberglass
In -floor Spee -D channel drain
a le'
h gstaple
No. 16 gage g p
Hardware 5116 Box Rail,
Little Giant 513119 (or similar) Metal 28 x
P10
Sump
Structural Foam
30" Structural Foam Basin and 1 Piece Cover
No. 16 gage staple'
Hardware 5005 Box Rail Hanger,
Assembly 2' Vent, 2" Discharge
P11
Filter
SS or similar
Solids filter in Sump -
P12
Dirty Water Sump Pump
Various
1HP Dirty Water Sump Pump -
P13
Main Drain
ABS
2" drain to Dirty Water Holding Tank
P14
Waste Water Holding Tank
Plastic
Norwesco 220 Gallon Poly Water Tank
P15
Distribution lines
ABS
Slot cut lines dosing waste water to planters
3/4" supply line linked to pre -pump & pre-
P16
Coolant supply
PVC
filter side of pool system
3/4" return line linked to post -pump & post -
P17
Coolant return
CPVC
P18
Propane Gas Line
Steel
filter side of pool system'
Sch 40 3/4" Gas line feeding HLT and BK
Windows:
Plan #
Dimensions
Description
Hardware
W1
4'x 4'
47.5 in, x 47.5 In. Left -Hand Sliding Vinyl Window - White.
Sl•
Stubb wall behind main door
Max Occupancy -10
Low E lass - Double lazed with white rid.
Standard interior lock
W2
4'x 4'
47.S in. x 47,5 in. Left -Hand Sliding Vinyl Window - White.
S4 & SS
S6 & S7
On back of main and fermenter doors
Next to main & fermenter doors
Building plan showing exit doors and assembly point
Tactile signage next to each door
Low E lass- Double lazed with white grid.
Standard interior lock
19/32" to 14" 8d" or 6d`
_...._.. ._........ i.. -..-......... .......... ............ ... w..w-........ _ -.....L......_.......
23/s" x 0.113" nail'
__ _._....
Doors:
Plan #
Dimensions
Description
Hardware
D1' '
2'6" x 61"
Fiberglass entry door by Plastpro
Deadbolt and iockset by Kwickset
D2
4'°x 8'
Field fabricated regular swing style door
Deadbott and iockset by Kwickset
D3
4'x 7'
Field fabricated Insulated internal door
Cockset by Kwickset
'/," or less' 6d'
Internal latch by National
s/s« 8d'
Hardware V33 Extra -Heavy Hasp,
6d common nail (2" x 0.113")
Zinc. Door runs on National
a le'
h gstaple
No. 16 gage g p
Hardware 5116 Box Rail,
D4
10'x 8'
Two 5'x 8' field fabricated dual sliding barn doors
Galvanized with National
No. 16 gage staple'
Hardware 5005 Box Rail Hanger,
4(V
Zinc. Fitted with National
3�'� 6d`
a
Standard Zinc Pull handles
inside and outside).
309
REVISIONS BY
PLAN 2/5/1016
HECK
TABLE 2304.9.1 --continued
,aeT-ki- SCHE-11111 F "
CONNECTION
FASTENING"
Signage per CBC'2013 Chapter 10 & 11 -
Sign
Plan #
Location
Description
Maximum Occupancy
Sl•
Stubb wall behind main door
Max Occupancy -10
SHEET
A
S2 & S3
Over main and fermenter doors
Battery back-up 11 lux lighted sign
tion
t
S4 & SS
S6 & S7
On back of main and fermenter doors
Next to main & fermenter doors
Building plan showing exit doors and assembly point
Tactile signage next to each door
REVISIONS BY
PLAN 2/5/1016
HECK
TABLE 2304.9.1 --continued
,aeT-ki- SCHE-11111 F "
CONNECTION
FASTENING"
LOCATION
1/2' • I' -O" LION
3 - 16d common (3'/," x 0.162")
face nail at each joist
30. Ledger strip
4.3" x 0.131" nails
15038
4 - 3" 14 gage staples
SHEET
A
31. Wood structural panels and particleboard°
'/," and less
OF
Subfloor, roof and wall sheathing (to framing)
2'/s" x 0.113" nail"
1%"16 gage*
19/32" to 14" 8d" or 6d`
23/s" x 0.113" nail'
2" 16 gage
g�
'/s" to I* 10& or 8T
Vq to V/6"
Single floor (combination subfloor-underlay-
3/.7 and less 6cr
ment to framing)
'/'" to 1"
I%- to 1'J6" 101& or 8X
'/," or less' 6d'
32- Panel siding (to framing)
s/s« 8d'
1/2" No. 11 gage roofing nail°
6d common nail (2" x 0.113")
a le'
h gstaple
No. 16 gage g p
33. Fiberboard sheathingss/�«
No. 11 gage roofing nail"
8d common nail (2'/,"x 0.131')
No. 16 gage staple'
4(V
34. Interior paneling
3�'� 6d`
a
For Sl: 1 inch = 25.4 mm.
a. Common or box nails are permitted to be used except where otherwise stated.
b. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where spans am 48 inches or more. For nailing of
wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or
casing.
c, Common or deformed shank (6d - 2" x 0.113'; Sd - 2'/," x 0.131'; 10d - 3" x 0.148").
d. Cotnrnoa l6d - 2" x 0.113"; 8d - 2'/;" x 0.131"; 10d - 3" x 0.148").
e. Deformed shank (6d -2" x 0.113"; 8d : 2'/," x 0, l31 % 10d - 3" x 0.148 ).
f. Corrosion -resistant siding (6d -117/," x 0.106"; 8d - V/e" x 0.1287 or casing (6d - 2" x 0.099"; 8d - 2'/2" x 0.113") nail.
S. Fasteners spaced 3 incites on center at exterior edges and 6 inches on ixnter at intermediate supports, when used as structural sheathing. Spacing shall be 6
inches on center on the edges and 12 inches on center at intermediate supports for nonstructural applications.
h. Corrosion -resistant roofing nails with '/,� inch -diameter head and 1'/, inch length for'/2 inch sheathing and 1'/. inch length for' inch sheathing.
i. Contusion -resistant staples with nominal '116 -inch crown or 1 -inch crown and 1'!, inch length for '/,-inch sheathing and 1'/, -inch length for rs/3_ inch
sheathing. Panel supports at 16 inches (20 inches if strength axis in the long direction of the panel, unless otherwise marked).
j. Casing (i'/2" x 0.080") or finish (1'/= x 0.072")nails spaced 6 inches on panel edges, 12 inches at Intermediate supports.
k. Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges. 12 inches at intermediate supports.
I. For roof sheathing applications, 8d nails (2'/," x 0.113") are the minimum requited for wood structural panels.
m. Staples shall have a minimum crown width of/,s inch.
n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports.
e. Fasteners spaced 4 inches on center at edges. 8 inches at intermediate supports for subfloor and wall sheathing and 3 inches 6n center at edges, 6 inches at
intermediate supports for roof sheathing.
p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports -
310 2013 CALIFORNIA BUILDING CODE
Home Occupation Summary
Name: Stephen P. Kay Phone: 530-892-8759
APN: 047-610-027-000
1, Describe the nature of the business (including type of service or product).
a. I am intending to increase my craft ale home -brewing activities to a part-time
micro -brewery business and make wholesale deliveries of kegged ale to local
restaurants and craft brewery bars.
b. There will be strictly no prohibited home business involving on -sale or off -sale of
alcoholic beverages except as specifically permitted by PLA -14.
2. Describe the operation, including where onsite the business will be conducted, delivery of
products or services, storage, hours of operation, and any other applicable information.
a. The business %% ill be operated in the proposed new industrial utility building plan
identified as B 15-3048.
b. The kegged ale will be personally delivered to customers.
c. We will be creating and storing the ale prior to delivery at the new utility
building.
'd. Initially, hours of operation are expected to be Monday Sam to 5pm.
3. Explain the method of customer contact, including anticipated volume if the contact will
occur onsite, and identify how parking Will be accommodated.
a. Customers are contacted by email, telephone and by visiting them at their place of
business.
b. There will be no sales office maintained at the premises for customers to visit.
c. We have no expectation that customers will have need to visit the premises for
business purposes.
d. There is no anticipated volume of customers attending the premises to conduct
business.
4. Describe any structural changes to the dwelling or accessory building(s) that are
necessary for the proposed home occupation.
a. A new construction industrial utility building has been proposed for the brewery
as outlined in B15-30 8.
5. Identify and describe any mechanical equipment to be used onsite.
a. There is no major mechanical equipment required to perform the business.
b. Equipment generally to be used in the business are:
i. Small grain mill (portable)
ii. Heated water tank (cut -sheet provided in building plan)
iii. Mash tun (cut -sheet provided in building plan)
iv. Boil kettle (cut -sheet provided in building plan)
v. Chiller plate (portable)
vi. Fermenters (cut -sheet provided in building plan)
vii. Kegs (portable - floor standing - no racking or stacking anticipated)
viii. CO2 container (portable)
ix. Various electrical pumps and flexible piping (portable not -fixed)
x. Freezers (hops and as secondary wort coolant if necessary)
6. Identify and describe any signs to be used onsite.
a. No business fixed sign is currently planned other than the required parking
=disability sign. However, if we did put up a promotional sign it would be unlit
and less than three square feet in dimension in order to meet the Butte County
home occupation regulations. Q�pFESSIO
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The model T4 S is a small capacity, sanitary plate heat exchanger. It is available in one frame size and is designed for a maximum of 91 plates. Q 5 3 V
It can accommodate flow rates up to 40 gallons per minute. The S style frame is free standing, and is available with saritary adjustable feet, tab (..] W L9W
feet or no feet. All frames are available In T304 stainless steel, T316 stainless steel and powder coated carbon steel. Intermediate port blocks —Q N Z •
are manufactured from solid T304 stainless steel (3161- available). Sanitary flow plate construction is 316L stainless steel (other materials C X W >-
available upon request). Plate gaskets are FDA approved EPDM or NBR clip style. (others available upon request).'J 0 m � 0
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FRAM HEAT TRANSFER AREA PER PLATE 0 46 SO. FEET
FIXED/MOVABLE HEAD PORT CONNECTIONS 1-M' CLAMP (STANDARD)
INTERMEDIATE PORT CONVECTION 1' CLAMP (STANDARD)
FRAME DESIGN 150 PSI (STANDARD) TESTED @ 200 PSIG
300' F MAX OPERATING TEMPERATURE DEPENDING ON GASKET MATERIAL
ALL DIMENSIONS ARE APPROXIMATE AND ARE SUBJECT TO CHANGE.
TH£RMA ANE INC. 1531 14th ST Wi AUSURN, WA. 98001 PH. (253) 833-7118 FAX (253) 833-7168 TOLL FREE (800)767-6720 EMAIL inf herrnal nemm
SIZE
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