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WORK CONDITIONS:

THIS PROJECT WILL BE CONDUCTED IN AN OPERATING CAMP FACILITY. WORKMAN WILL BE EXPECTED TO

BE RESPECTFUL OF ECHO LAKE STAFF AND RESIDENTS, WHENEVER ON-SITE. WORK AND WORKMAN WILL

BE LIMITED TO THE PROPOSED DINING HALL FACILITY, STAGING AREAS, STORAGE AREAS, AND PATHS OF

ACCESS. ALL CONSTRUCTION MATERIALS AND EQUIPMENT WILL BE TRANSPORTED TO EACH WORK AREA

BY THE CONTRACTOR. CLEANLINESS AND HOUSEKEEPING WILL BE A CONTINUOUS EXPECTATION AND

WILL BE THE RESPONSIBILITY OF EACH CONTRACTOR WORKING ON THE PROJECT AT ALL TIMES. THE

CONTRACTOR WILL BE EXPECTED TO WORK AROUND ANY EXISTING EQUIPMENT, STRUCTURES, OR

UTILITIES TO REMAIN.

GENERAL CONDITIONS:

1. ALL MATERIALS AND WORKMANSHIP SHALL BE DONE TO THE HIGHEST STANDARDS AND BEST TRADE

PRACTICES. WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CBC, UPC, UMC, NEC, UFC

(LATEST ADOPTED EDITIONS) AND TO LOCAL CITY AND COUNTY ORDINANCES AS AMENDED. NOTHING

IN THE CONTRACT DOCUMENTS IS TO BE CONSTRUED AS REQUIRING OR PERMITTING WORK

CONTRARY TO THESE CODES, LAWS, AND STATUES.

2. EXAMINATION OF THE SITE AND PORTIONS THEREOF WHICH WILL AFFECT THIS WORK SHALL BE

MADE BY THE CONTRACTOR PRIOR TO SUBMITTING ANY BIDS AND AGAIN PRIOR TO BEGINNING ANY

WORK. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE PRIOR TO

STARTING EACH PHASE OF WORK. ALL DISCREPANCIES AND OR OMISSIONS FROM THE DRAWINGS,

NOTES, OR SPECIFICATIONS, SHALL BE BROUGHT TO THE ATTENTION OF THE CITY OF BERKELEY

AND STRUCTURAL SYSTEM SOLUTIONS INC. IMMEDIATELY. DO NOT SCALE PLANS, DIMENSIONS

SHOWN SHALL TAKE PRECEDENCE.

3. LOCATIONS AND ALIGNMENTS OF UNDERGROUND FACILITIES SHOWN ON THE PLANS ARE

APPROXIMATE AND WERE NOT DETERMINED BY A FIELD INVESTIGATION. EXISTING UTILITIES ARE

SHOWN BASED UPON AVAILABLE RECORD DRAWINGS. NOT ALL UNDERGROUND UTILITIES MAY BE

SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES,

WHETHER SHOWN OR NOT, AND TO NOTIFY ALL UTILITY COMPANIES TO VERIFY IN THE FIELD THE

LOCATION OF THEIR INSTALLATION PRIOR TO BEGINNING ANY CONSTRUCTION. THE CONTRACTOR

SHALL PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. THE CONTRACTOR

SHALL REQUEST FIELD MARKINGS OF EXISTING UTILITIES AT LEAST 48 HOURS PRIOR TO

CONSTRUCTION. UTILITIES DISCOVERED THAT ARE NOT SHOWN ON THESE DRAWINGS WILL BE

HANDLED ON A CASE BY CASE BASIS.

4. THE CONSTRUCTION DOCUMENTS ARE PROVIDED TO ILLUSTRATE THE DESIGN AND GENERAL TYPE

OF CONSTRUCTION, MATERIALS AND WORKMANSHIP THROUGHOUT. THE DOCUMENTS DO NOT

ILLUSTRATE EVERY CONDITION.

5. THE CONTRACTOR IS REQUIRED TO OBTAIN ALL NECESSARY PERMITS FROM ALL APPLICABLE

AGENCIES AND TO PAY ALL ASSOCIATED FEES PRIOR TO CONSTRUCTION.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND TAKE ALL REASONABLE PRECAUTIONS FOR THE

SAFETY OF ALL EMPLOYEES AND OTHER PERSONS. STRUCTURAL SYSTEM SOLUTIONS INC. AND THE

CITY OF BERKELEY SHALL NOT BE HELD RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS AND

PROCEDURES USED WHICH RESULT IN AN ACCIDENT. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR THE DEVELOPMENT, COORDINATION, AND SAFE EXECUTION OF CONSTRUCTION MEANS AND

METHODS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND

SUPERVISING SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH HIS WORK.

7. UNLESS NOTED OTHERWISE ALL WORK SCOPE IS ASSUMED NEW UNLESS NOTED AS EXISTING.

8. THE WORD "PROVIDE" AS USED IN THESE DOCUMENTS IS INTENDED TO MEAN THAT SUCH SHALL BE

FURNISHED, INSTALLED AND CONNECTED, IN ACCORDANCE WITH ALL APPLICABLE CODES UNLESS

OTHERWISE NOTED.

9. THE CONTRACTOR SHALL KEEP ON THE JOB SITE A SET OF RECORD DRAWINGS TO BE UPDATED FOR

AS-BUILT DRAWINGS, NOTING EVERY CHANGE FROM THE CONTRACT DOCUMENTS AND CLEARLY AND

ACCURATELY INDICATE ALL COVERED, CIVIL, STRUCTURAL, ELECTRICAL AND HEATING REVISIONS.

10. THE CONTRACTOR SHALL GUARANTEE ALL WORKMANSHIP AND MATERIALS FOR A PERIOD OF (1)

YEAR FROM THE DATE OF NOTICE OF COMPLETION.

11. ALL MATERIALS, COLORS AND FINISHES TO BE VERIFIED BY THE CITY OF BERKELEY PRIOR TO

ORDERING AND INSTALLATION. SUBMITTALS ARE REQUIRED FOR APPROVAL.

12. THE CONTRACTOR SHALL PROTECT AREA OF WORK AND NEW AND EXISTING MATERIALS AND

FINISHES FROM DAMAGE WHICH MAY OCCUR FROM CONSTRUCTION, DEMOLITION, DUST, WATER,

WEATHER, ETC. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY DAMAGE TO NEW AND EXISTING

MATERIALS, FINISHES, STRUCTURES AND EQUIPMENT TO THE SATISFACTION OF THE OWNER AND AT

NO COST TO THE OWNER.

13. EXISTING ELEMENTS THAT ARE TO REMAIN, THAT ARE DIRECTLY IMPACTED BY NEW CONSTRUCTION,

SHALL BE RESTORED, REPAIRED AND MADE WHOLE TO THE SAME OR BETTER CONDITION THAN HAD

EXISTED.

14. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY BARRICADES, ENCLOSURES, AND OR

SIGNAGE AS REQUIRED TO PROTECT ALL EMPLOYEES AND PERSONNEL DURING THE ENTIRE PERIOD

OF CONSTRUCTION.

15. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL LEAVE THE JOB SITE AND

STAGING AREAS CLEAN AND IN AN ORDERLY MANNER READY FOR USE. THE CONTRACTOR SHALL

RESTORE ANY AND ALL AREAS USED FOR STAGING MEN, MATERIALS, AND EQUIPMENT IN THE

PERFORMANCE OF THIS WORK TO A CONDITION EQUALING ITS ORIGINAL CONDITION. AT A MINIMUM

THIS RESTORATION SHALL INCLUDE REMOVAL OF ALL CONSTRUCTION DEBRIS AND OR SOIL,

GRADING THE SITE AND DUST CONTROLS.

DESCRIPTION OF WORK:

PROJECT CONSISTS OF STRUCTURAL REMEDIATION AND RETROFITS TO THE EXISTING CITY OF

BERKELEY'S ECHO LAKE DINING HALL. THE RETROFIT CONSISTS OF REPLACING DAMAGED FRAMING

MEMBERS INCLUDING TRUSS CHORDS, TRUSS CONNECTIONS, POSTS, BEAMS AND JOISTS. REMOVAL OF

EXISTING T1-11 SIDING AND REPLACE WITH PLYWOOD SHEATHING AND BATTENS, SHEARWALL NAILING,

SEISMIC TIES, AND INTERIOR ENDWALL FRAMING.

CODE ANALYSIS - 2013 CALIFORNIA BUILDING CODE:

A. OCCUPANCY CLASSIFICATION (CBC SECTION 303): A-2

B. RISK CATEGORY: II (OCCUPENT LOAD < 250)

C. CONSTRUCTION TYPE (CBC CHAPTER 6): V (REMEDIATION AND RETROFIT REPAIRS)

D. LOCATION ON PROPERTY: NORTH WEST CORNER OF APN: 036-300-01

E. SEISMIC ZONE (ASCE 7-10, CHAPTER 11): D - SEE SHEET S0.1

F. FLOOR AREA (CBC SECTION 503): 2685 SQ FT

G. BUILDING HEIGHT AND NUMBER OF STORIES (IBC CHAPTER 5): 24'-0" TALL (SINGLE STORY)

H. APPLICABLE CODES AS ADOPTED BY LOCAL ORDINANCES:

CALIFORNIA BUILDING CODE - CBC

NATIONAL ELECTRIC CODE - NEC

CALIFORNIA ENERGY CODE - CEC

CALIFORNIA FIRE CODE - CFC

CALIFORNIA MECHANICAL CODE - CMC

I. WIND LOADS (ASCE 7-10, CHAPTER 26): 130 MPH - SEE SHEET S0.1

J. GROUND SNOW LOADS (ASCE 7-10, CHAPTER 7): 335 PSF - SEE SHEET S0.1

ABBREVIATIONS

& AND

@ AT

AB ANCHOR BOLT

ABV ABOVE

AC ASPHALT CONCRETE

ADDL ADDITIONAL

ADJ ADJACENT

AFF ABOVE FINISHED FLOOR

ALT ALTERNATE

APPD APPROVED

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BLW BELOW

BM BEAM

BN BOUNDARY NAIL

BO BOTTOM OF

BOT BOTTOM

BRG BEARING

CIP CAST-IN-PLACE

CJ CONSTRUCTION JOINT

CL CENTER LINE

CLR CLEAR

CONC CONCRETE

COND CONDITION

CONN CONNECTION

CONT CONTINUOUS

CTJ CONTROL JOINT

CTR CENTER

CTRD CENTERED

DBA DEFORMED BAR ANCHOR

DBL DOUBLE

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DN DOWN

DWG DRAWING

DWL DOWEL

(E) EXISTING

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

ELEV ELEVATION

EN EDGE NAIL

EPS EXPANDED POLYSTYRENE

EQ EQUAL

ES EACH SIDE

EW EACH WAY

EXA EXPANSION ANCHOR

EXT EXTERIOR

FDN FOUNDATION

FG FINISHED GRADE

FIN FINISH

FLR FLOOR

FN FIELD NAIL

FOC FACE OF CONCRETE

FOW FACE OF WALL

FS FAR SIDE

FTG FOOTING

GALV GALVANIZED

GB GRADE BEAM

GR GRADE

HORIZ HORIZONTAL

GR GRADE

HORIZ HORIZONTAL

HSA HEADED STUD ANCHOR

HSB HIGH STRENGTH BOLT

HSS HOLLOW STRUCTURAL SHAPE

IF INSIDE FACE

IN INCH

INT INTERIOR

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LW LIGHTWEIGHT

MANUF MANUFACTURED

MAX MAXIMUM

MB MACHINE BOLT

MIN MINIMUM

MTL METAL

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NS NEAR SIDE

NTS NOT TO SCALE

OC ON CENTER

OF OUTSIDE FACE

OH OPPOSITE HAND

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R RADIUS

RE REFER TO

REINF REINFORCEMENT

REQ REQUIRED

RS ROUGH SAWN

SCHD SCHEDULE

SECT SECTION

SHTG SHEATHING

SIM SIMILAR

SPECS SPECIFICATIONS

SQ SQUARE

STGRD STAGGERED

STD STANDARD

STIFF STIFFENER

STL STEEL

SYMM SYMMETRICAL

T&B TOP AND BOTTOM

TFF TOP OF FINISHED FLOOR

THRD THREADED

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VIF VERIFY IN FIELD

VERT VERTICAL

W/ WITH

W/O WITHOUT

WF WIDE FLANGE

WP WORK POINT

WS WATERSTOP

STRUCTURAL

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SHEET INDEX:

G1.0 GENERAL NOTES, SITE & AREA PLANS, SHEET INDEX

G1.1 EROSION CONTROL

S0.1 STRUCTURAL NOTES, STANDARD DETAILS

S1.0 FLOOR/FOUNDATION PLAN FRAMING PLAN

S1.1 ENDWALL FRAMING

S1.2 FOUNDATION DETAILS

S2.0 ROOF FRAMING PLAN, TRUSS CHORD BRACING, ROOF DIAPHRAGM NAILING

S2.1 ROOF FRAMING DETAILS

S3.0 BUILDING SECTION, DETAILS

S4.0 WINTER SUPPORT PLAN

S4.1 WINTER SUPPORT SECTION, DETAILS

S5.0 BUILDING ELEVATIONS

CITY OF BERKELEY

ECHO LAKE CAMP - DINING HALL

STRUCTURAL REMEDIATION

BID SET - NOT FOR CONSTRUCTION

EROSION CONTROL NOTES:

1. THE CONTRACTOR SHALL IMPLEMENT EROSION AND SEDIMENT CONTROL MEASURES FOR ALL SITE

DEVELOPMENT.

2. EROSION CONTROL SHALL BE IMPLEMENTED TO PRESERVE EXISTING VEGETATION AND TO

RE-VEGETATE DISTURBED AREAS AFTER GRADING AND CONSTRUCTION.

3. SEDIMENT CONTROL FACILITIES SHALL BE IMPLEMENTED TO PREVENT THE TRANSPORTATION OR

DISCHARGE OF ERODED EARTHEN MATERIALS FROM THE SITE FOR THE DURATION OF

CONSTRUCTION AND MAINTAINED REGULARLY.

4. EACH WEEK THE CONTRACTOR AND OR THEIR AUTHORIZED AGENTS SHALL REMOVE ALL SEDIMENT,

MUD, CONSTRUCTION DEBRIS, OR OTHER POTENTIAL POLLUTANTS THAT HAVE BEEN DISCHARGED

AS A RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT. SUCH MATERIALS

SHALL BE PREVENTED FROM ENTERING THE STORM DRAIN SYSTEM.

5. ACCUMULATED SEDIMENT IN BMPS SHALL BE REMOVED PRIOR ANY ANTICIPATED STORM EVENT.

SEDIMENT MUST BE REMOVED WHEN THE BMP DESIGN CAPACITY IS REDUCED BY MORE THAN 50%.

6. THE CONTRACTOR SHALL INSPECT ALL DISTURBED AREAS, AREAS USED FOR STORAGE, VEHICLE

PATH, AND BMPS WEEKLY, PRIOR TO A FORECASTED RAIN EVENT AND WITHIN 24 HOURS OF AN

ACTUAL RAIN EVENT. THE CONTRACTOR SHALL UPDATE OR MODIFY THE STORMWATER POLLUTION

PREVENTION PLAN AS NECESSARY.

7. CONSTRUCTION MATERIALS SHALL BE PROPERLY STORED AND COVERED WHEN NOT IN USE.

8. CONTRACTOR SHALL CONSTRUCT AND OR INSTALL TEMPORARY SEDIMENT AND EROSION CONTROL

DEVICES PRIOR TO ANY GRADING OR SITE DEVELOPMENT ACTIVITY.

9. CONTRACTOR SHALL STABILIZE EQUIPMENT PARKING ARES WITH GRAVEL.

10. ALL LOOSE PILES OF SOIL, SILT, CLAY, SAND, DEBRIS, OR EARTHEN MATERIALS SHALL BE

PROTECTED IN A REASONABLE WAY TO PREVENT DISCHARGE.

11. AFTER COMPLETION OF EACH PHASE, ALL SURPLUS OR WASTE MATERIAL SHALL BE REMOVED FROM

THE SITE AND DEPOSITED AT A LEGAL POINT OF DISPOSAL.

12. THE CONTRACTOR SHALL DEVELOP, PROPOSE AND IMPLEMENT AN APPROPRIATE DUST CONTROL

PROGRAM TO BE USED THROUGHOUT CONSTRUCTION. THE DUST CONTROL PLAN SHALL BE

SUBMITTED TO THE EL DORADO COUNTY BUILDING DEPARTMENT AND SHALL SATISFY ALL

APPLICABLE STATE AND FEDERAL REQUIREMENTS. CONTRACTOR SHALL BE REQUIRED TO PAY ANY

ASSOCIATED FEES TO SATISFY DUST CONTROL REQUIREMENTS. CONTRACTOR SHALL TAKE ALL

NECESSARY STEPS TO CONTROL DUST IN CONSTRUCTION AND STAGING AREAS. SUFFICIENT WATER

TRUCKS SHALL BE MADE AVAILABLE FOR DUST CONTROL PURPOSES. THE CONTRACTOR IS

REQUIRED TO SUPRESS DUST AT ALL TIMES, 24 HOURS A DAY, 7 DAYS A WEEK.

ENVIRONMENTAL MANAGEMENT SYSTEM:

1. THE CONTRACTOR SHALL IMPLEMENT AND BE RESPONSIBLE FOR AN ENVIRONMENTAL MANAGEMENT

PLAN.

2. THE CONTRACTOR SHALL IDENTIFY AND CONTROL THE ENVIRONMENTAL IMPACT OF ALL

CONSTRUCTION ACTIVITIES, PRODUCTS, AND SERVICES.

3. THE CONTRACTOR SHALL MAINTAIN SUFFICIENT MEASURES OF CONTROL FOR ENVIRONMENTAL

RISKS ASSOCIATED WITH SPILLS, WATER MANAGEMENT, WASTE MANAGEMENT, RECLAMATION,

EMISSIONS, AND ENERGY USE.

STRUCTURAL

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1. GENERAL

1.1 THE FOLLOWING STRUCTURAL NOTES SHALL APPLY TO ALL STRUCTURAL DRAWINGS UNLESS

SPECIFICALLY SHOWN OR NOTED OTHERWISE.

1.2 ALL WORK SHALL CONFORM TO THESE NOTES, DRAWINGS, AND SPECIFICATIONS IN ALL

RESPECTS.

1.3 PROMPTLY REPORT ANY DISCREPANCY FOUND AMONG THESE NOTES, DRAWINGS,

SPECIFICATIONS, AND EXISTING CONDITIONS TO BOTH THE CITY OF BERKELEY AND

STRUCTURAL SYSTEM SOLUTIONS, INC. ALL DISCREPANCIES WILL BE CORRECTED IN

WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER THE DISCOVERY OF SUCH

DISCREPANCY PRIOR TO RECIEVING WRITTEN DIRECTION FROM THE CITY OF BERKELEY AND

STRUCTURAL SYSTEM SOLUTIONS, INC. IS AT THE CONTRACTORS OWN RISK. VERIFY AND

COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY

WORK OR FABRICATION.

1.4 DO NOT SCALE WORKING DIMENSIONS FROM THESE PLANS, SECTIONS, OR DETAILS.

1.5 DETAILS OF THE CONSTRUCTION NOT FULLY SHOWN OR NOTED ON THE DRAWINGS OR

CALLED FOR IN THE SPECIFICATIONS SHALL BE OF THE SAME SIZE AND CHARACTER AS FOR

SIMILAR CONDITIONS WHICH ARE SHOWN AND NOTED.

1.6 THE WORD "TYPICAL" SHALL MEAN THAT INFORMATION SHOWN SHALL BE APPLIED TO ALL

SIMILAR CONDITIONS WHETHER OR NOT THE INFORMATION IS SPECIFICALLY REFERENCED,

UNLESS OTHERWISE NOTED ON THE DRAWINGS.

1.7 MODIFICATIONS OR SUBSTITUTIONS TO THE DESIGN, MATERIALS, OR PRODUCTS SPECIFIED ON

THE PLANS ARE PROHIBITED WITH OUT PRIOR WRITTEN APPROVAL BY THE CITY OF BERKELEY

AND STRUCTURAL SYSTEM SOLUTIONS, INC..

1.8 THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROVIDING AND MAINTAINING A SAFE

WORK ENVIRONMENT IN ACCORDANCE WITH ALL LOCAL, STATE, FEDERAL SAFETY AND HEALTH

STANDARDS LAWS AND REGULATIONS. THE CONTRACTOR SHALL EXECUTE WORK TO ENSURE

SAFETY OF PERSONS AND PROPERTY AGAINST DAMAGE AND SHALL PROVIDE ADEQUATE

SHORING AND BRACING AS REQUIRED FOR STABILITY DURING ALL PHASES OF CONSTRUCTION.

1.9 THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND

DO NOT INDICATE MEANS AND METHODS OF CONSTRUCTION.

2. DESIGN CRITERIA

2.1 DESIGN, MATERIALS, AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE 2013

CALIFORNIA BUILDING CODE AS AMENDED AND ADOPTED BY EL DORADO COUNTY,

CALIFORNIA.

2.2 ALL OTHER CODES AND STANDARDS SHALL BE THE MOST CURRENT ADOPTED EDITION AS OF

THE DATE OF THESE DRAWINGS.

2.3 SNOW LOADS:

GROUND SNOW LOAD, Pg: 335 PSF ELEVATION: 7538'

SNOW EXPOSURE FACTOR, Ce: 1.0

SNOW LOAD IMPORTANCE FACTOR, Is: 1.0

THERMAL FACTOR, Ct: 1.2

FLAT ROOF SNOW LOAD, Pf: 281 PSF

2.4 WIND DESIGN:

ULTIMATE DESIGN WIND SPEED: 130 MPH (Vult)

100 MPH (Vasd)

RISK CATEGORY: II

WIND EXPOSURE: C

INTERNAL PRESSURE COEFFICIENT, GCpi: ±0.18

2.5 SEISMIC DESIGN:

RISK CATEGORY: II

SEISMIC IMPORTANCE FACTOR, Is: 1.0

MAPPED SPECTRAL ACCELERATION, SS: 1.11 g

S1: 0.40 g

SITE CLASS: D

SPECTRAL RESPONSE COEFFICIENT, SDS: 0.78 g

SD1: 0.43 g

SEISMIC DESIGN CATEGORY: D

SEISMIC FORCE-RESISTING SYSTEM: BEARING WALLS (LIGHT-FRAME (WOOD)

WALLS SHEATHED WITH WOOD

STRUCTURAL PANELS

DESIGN BASE SHEAR: 5.0 KIP

SEISMIC RESPONSE COEFFICIENT, Cs: 0.12

RESPONSE MODIFICATION COEFFICIENT, R: 6.5

ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE

3. FOUNDATIONS

3.1 ALLOWABLE LOAD-BEARING VALUES OF SOILS:

ALLOWABLE FOUNDATION PRESSURE: 1500 PSF

LATERAL BEARING: 150 PSF

LATERAL SLIDING: 0.25

SUBGRADE MODULUS: 350 PSI/IN

MIN DEPTH OF FOOTINGS: 24" MIN

3.2 BEFORE COMMENCING EARTHWORK, VERIFY LOCATION OF ALL UTILITIES AND

STRUCTURES. NOTIFY BOTH THE CITY OF BERKELEY AND STRUCTURAL SYSTEM SOLUTIONS,

INC. WHERE CONFLICTS EXIST. RELOCATE OR AVOID AS NECESSARY AS TO NOT DAMAGE OR

INTERFERE WITH EXISTING TO REMAIN.

3.3 PLACE ALL FOOTINGS ON APPROVED SOIL (UNDISTURBED NATURAL SOILS OR COMPACTED

ENGINEERED FILL). FILL HOLES DUE TO REMOVAL OF LARGE ROCKS OR OVER-EXCAVATION

WITH CONCRETE.

3.4 PLACE ALL LOOSE SOIL AND FILL, INCLUDING BACKFILL BEHIND WALLS IN 6" LIFTS AND

UNIFORMLY COMPACT TO AT LEAST 90% MAXIMUM DENSITY PER ASTM D1557.

3.5 FOUNDATIONS AT THE BUILDING PERIMETER SHALL BE PROTECTED AGAINST WATER

INFILTRATION, SEEPAGE, AND SURFACE AND SUBSURFACE FLOW.

4. CAST-IN-PLACE CONCRETE

4.1 CONCRETE MATERIALS AND CONSTRUCTION SHALL COMPLY WITH CBC CHAPTER 19, ACI 318,

AND ACI 301.

4.2 CONCRETE PROPERTIES AND COMPOSITION:

PROPERTY CLASS A

28-DAY f'c (1) (4000) PSI

W/C 0.45

UNIT WT (2) 145 PCF

AIR (+/-) (3) 6%

SLUMP (MAX) (4) 3"

SHRINKAGE (5) NR

CEMENT (6) TYPE II

MIN CEMENT 520

NOTES:

(1) FOUNDATION DESIGN FOR CONCRETE ENCLOSED IN () IS DESIGNED FOR 2500 PSI AND

DOES NOT REQUIRE SPECIAL INSPECTION.

(2) AGGREGATE PER ACI 318, SECTION 3.3

(3) 6% MAXIMUM AIR FOR 3/4" MAX AGGREGATE AND 7% FOR 1/2" MAX AGGREGATE

(4) SLUMPS ARE FOR UNPLASTICIZED CONCRETE. LARGER SLUMPS MAY BE ATTAINED

THROUGH THE USE OF SUPERPLASTICIZER. WATER REDUCING ADMIXTURES FOR PIERS

SHALL CONFORM TO ASTM C 494, TYPE D, TO MEET SLUMP REQUIREMENTS.

(5) SHRINKAGE AT 28 DAYS (IN/IN) PER ASTM C157

(6) CEMENT PER ASTM C150, C595, C1157 AS APPROPRIATE

CLASS A: FOUNDATIONS, UNO

4.3 ADMIXTURES SHALL COMPLY WITH ACI 318, SECTION 3.6

4.4 CONCRETE THAT IS TO BE PLACED DURING FREEZING OR NEAR-FREEZING WEATHER SHALL

COMPLY WITH THE REQUIREMENTS OF ACI 318, SECTION 5.12. EQUIPMENT SHALL BE PROVIDED

FOR HEATING CONCRETE MATERIALS AND PROTECTING CONCRETE. CONCRETE MATERIALS

AND REINFORCEMENT, FORMS, FILLERS, AND GROUND WITH WHICH CONCRETE WILL COME IN

CONTACT SHALL BE FREE OF FROST. FROZEN MATERIALS OR MATERIALS CONTAINING ICE

SHALL NOT BE USED.

4.5 APPROVAL MUST BE OBTAINED PRIOR TO PLACING CONCRETE FOR ANY OPENINGS, SLEEVES,

OR OTHER ATTACHMENTS NOT SHOWN ON DRAWINGS.

4.6 PROVIDE 3/4" CHAMFER ON ALL EXPOSED CORNERS OF CONCRETE UNLESS DETAILED

OTHERWISE.

4.7 ROUGHEN THE EXISTING CONCRETE SURFACE AT THE INTERFACE OF CONSTRUCTION JOINTS

TO AN AMPLITUDE OF (+/-) 1/4" PRIOR TO PLACING NEW CONCRETE. THOROUGHLY WET THE

INTERFACE SURFACE AND REMOVE ANY STANDING WATER.

INTERFACE SURFACE AND REMOVE ANY STANDING WATER.

5. CONCRETE REINFORCEMENT

5.1 REINFORCEMENT SHALL CONFORM TO ACI 318, SECTION 3.5 AND ASTM A615, GRADE 60, UNO.

5.2 CONCRETE REINFORCEMENT DETAILS INCLUDING BAR SUPPORTS AND PLACING SHALL

CONFORM TO ACI 315 AND THE CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF

STANDARD PRACTICE." HOOKS SHALL BE PER ACI 318, SECTION 7.1 UNLESS DETAILED

OTHERWISE.

5.3 PROVIDE THE FOLLOWING COVER ON REINFORCEMENT UNLESS NOTED OTHERWISE IN

DRAWINGS. COVER SHALL BE TO FACE OF BAR, MECHANICAL COUPLER, OR WELDED HEADED

BAR.

CAST-IN-PLACE CONCRETE MINIUM CONCRET COVER

CAST AGAINST AND EXPOSED TO EARTH 3"

EXPOSED TO EARTH OR WEATHER

#5 AND SMALLER 1 1/2"

5.4 PROVIDE LAP SPLICES, AND DEVELOPMENT OF STANDARD HOOKS AS SPECIFIED IN ACI 318,

CHAPTER 12. MAKE LAP SPLICES ONLY AT LOCATIONS SHOWN ON DRAWINGS, AS INDICATED IN

THESE NOTES, OR AS APPROVED BY THE ENGINEER.

5.5 SECURELY TIE ALL REINFORCEMENT PRIOR TO PLACING CONCRETE INCLUDING LAP SPLICES.

5.6 SUBMIT SHOP DRAWINGS OF REINFORCEMENT LAYOUTS AND DETAILS FOR REVIEW PRIOR TO

FABRICATION. SHOW ALL PROPOSED SPLICE LOCATIONS, FABRICATE FROM APPROVED

DRAWINGS ONLY.

5.7 BEND REINFORCING STEEL IN ACCORDANCE WITH ACI 301, SECTION 3.3.2.8. #3, #4, & #5 BARS

MAY BE BENT COLD THE FIRST TIME PROVIDED TEMPERATURE OF BAR IS ABOVE 32F. FOR

OTHER BAR SIZES PREHEAT REINFORCING BARS PRIOR TO BENDING.

5.8 PROMPTLY NOTIFY BOTH THE CITY OF BERKELEY AND STRUCTURAL SYSTEM SOLUTIONS, INC.

IF CONDITIONS ARISE WHERE THERE IS INSUFFICIENT CLEAR DISTANCE BETWEEN BARS OR

WHERE CONGESTION OCCURS.

6. ANCHORS TO CONCRETE

6.1 ANCHOR BOLTS AND OTHER BOLTS EMBEDDED IN CONCRETE SHALL BE ASTM A307, UNLESS

OTHERWISE DETAILED. THREADED ROD SHALL BE ASTM A36, UNLESS OTHERWISE DETAILED.

6.2 EXPANSION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS

WRITTEN INSTRUCTIONS.

6.3 MINIMUM EXPANSION ANCHOR EMBEDMENT SHALL BE AS INDICATED ON THE PLANS BUT IN NO

CASE LESS THEN SPECIFIED BY THE MANUFACTURER.

6.4 EPOXY ANCHORS SHALL BE INSTALLED USING SIMPSON SET-XP (ESR-2508) PER THE

MANUFACTURERS WRITTEN INSTRUCTION. USE ASTM A307 (F1554, GR 36) THREADED ROD

UNLESS NOTED OTHERWISE.

7. LUMBER, TIMBER AND MANUFACTURED WOOD PRODUCTS

7.1 ROUGH FRAMING SHALL CONFORM TO THE REQUIREMENTS OF CBC CHAPTER 23 & NDS-2005 .

7.2 FOR SAWN LUMBER (2X & 4X) USE DOUGLAS FIR #1 AS PER WCLB. USE PRESSURE TREATED

DOUGLAS FIR #2 FOR SILL PLATES AND WOOD WITHIN 6" OF EARTH. ALL FRAMING MEMBER

SHALL HAVE A MAXIMUM MOISTURE CONTENT OF 19% UNO ON PLANS.

7.3 FOR SAWN TIMBERS (5X AND LARGER) USE DOUGLAS FIR DENSE SELECT STRUCTURAL AS PER

WCLB WITH A MAXIMUM MOISTURE CONTENT OF 19%.

FOR COMPOSITE LUMBER USE BOISE CASCADE 2.0E-2900F LVL OR APPROVED EQ.

7.4 ALL PLYWOOD SHEATHING SHALL BE CERTIFIED AND MARKED IN ACCORDANCE WITH PS 1-95,

SECTION 7. EACH PANEL SHALL BEAR MARKINGS IDENTIFYING THE QUALIFIED TESTING AND

INSPECTION AGENCY, GRADE, NOMINAL THICKNESS, SPAN RATING, EXPOSURE DURABILITY

CLASSIFICATION, AND THE STANDARD TO WHICH IT IS CERTIFIED.

7.5 INTERIOR WALL SHEATHING SHALL BE APA RATED SHEATHING, EXPOSURE I AS FOLLOWS:

MIN THICKNESS: 15/32"

MINIMUM NAILING: 10d, BN = 6", EN = 6", FN = 12"

ORIENTED STRAND BOARD (OSB) MEETING THE REQUIREMENTS FOR WOOD STRUCTURAL

PANELS AS DEFINED IN IBC 2302 MAY BE SUBSTITUTED FOR PLYWOOD SHEATHING PROVIDED

SUCH PRODUCT ALSO MEETS REQUIRED APA RATING.

PROVIDE 2X BLOCKING AT ALL PANEL EDGES NOT SUPPORTED BY STUDS.

7.6 WINTER PARTITION PANELS SHALL BE STRUCTURAL 1, APA C-D SPAN RATED APA RATED

SHEATHING, EXPOSURE I AS FOLLOWS:

MIN THICKNESS: 3/8"


ORIENTED STRAND BOARD (OSB) MAY NOT BE SUBSTITUTED FOR WOOD STRUCTURAL PANELS.

7.7 EXTERIOR WALL SHEATHING SHALL BE APA RATED SHEATHING, DOUGLAS-FIR ROUGH/SAWN

PREMIUM 303-6 PLAIN AS FOLLOWS:

MIN THICKNESS: 5/8"


ORIENTED STRAND BOARD (OSB) MAY NOT BE SUBSTITUTED FOR WOOD STRUCTURAL PANELS.

7.8 LAP PLYWOOD FOR FLOORS AND ROOFS WITH FACE GRAIN PERPENDICULAR TO JOISTS AND

WITH END JOINTS STAGGERED. WHERE PANELS ARE LESS THAN 24" WIDE BLOCK ALL EDGES.

7.9 ATTACH SILL PLATES USING 5/8" DIA TITEN HD x 6" LONG ANCHOR BOLTS AT 32" MAXIMUM. EACH

ANCHOR BOLT SHALL BE INSTALLED WITH A MINIMUM 3" X 3" X 1/4" PLATE WASHER. EACH

SEPARATE LENGTH OF SILL PLATE SHALL BE ATTACHED WITH A MINIMUM OF (2) SPECIFIED

ANCHOR BOLTS IN ADDITION TO ANY BOLTS FOR HOLDOWNS.

7.10 FOR WOOD TO WOOD NAILED CONNECTIONS, PROVIDE (11) FASTENER DIAMETERS FOR

SPACING AND (6) FASTENER DIAMETERS FOR EDGE DISTANCES.

7.11 WHERE REQUIRED TO AVOID SPLITTING, PRE-DRILL HOLES WITH A DRILL BIT DIAMETER EQUAL

TO THE NEXT SMALLEST NAIL DIAMETER.

7.12 WHERE NAILS WILL BE EXPOSED TO WEATHER, USE ZINC COATED OR STAINLESS STEEL NAILS

CONFORMING TO ASM A153.

7.13 USE COMMON NAILS ONLY. BOX NAILS AND SINKERS ARE NOT PERMITTED.

7.14 USE THE FOLLOWING MINIMUM NAILING SCHEDULE:

JOIST TO SILL OR GIRDER, TOENAIL (3) 10d

BRIDGING TO JOIST, TOENAIL EACH END (2) 10d

SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d @ 12"

TOP PLATE TO STUD, END NAIL (2) 16d

STUD TO SOLE PLATE, TOENAIL (4) 8d

STUD TO SOLE PLATE, END NAIL (2) 16d

DOUBLE STUDS, FACE NAIL 16d @ 16"

DOUBLED TOP PLATE, FACE NAIL 16d @ 12"

CONTINUOUS HEADER, TWO PIECES, ALONG EDGE 16d @ 12"

CEILING JOIST TO PLATE, TOENAIL (3) 8d

JOISTS, LAPS OVER PARTITIONS , FACE NAIL (3) 16d

CEILING JOISTS TO PARALLEL RAFTERS , FACE NAILS (3) 16d

RAFTERS, JOISTS TO PLATE, TOENAIL (3) 10d

BLOCKING BETWEEN JOISTS OR RAFTERS TO PLATE (3) 16d @ EACH BLOCK

RIM JOIST TO TOP PLATE OR SILL PLATE, TOENAIL 10d @ 6"

BUILT UP CORNER STUDS 16d @ 16"

7.15 USE FRAMING HARDWARE AS MANUFACTURED BY SIMPSON STRONG TIE OF THE TYPE AND

SIZE INDICATED ON THE PLANS.

7.16 USE ASTM A307 MACHINE BOLTS AND WASHERS. DRILL HOLES MAXIMUM 1/16" LARGER THAN

BOLT DIAMETER. INSTALL PER ANSI/ASME STANDARD B18.2.1. PROVIDE STANDARD CUT

WASHERS BETWEEN WOOD AND BOLT HEAD AND NUT.

8. STEEL CONSTRUCTION

8.1 STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO CBC

CHAPTER 22 AND AISC 360, AISC 341, AND AISC 303.

8.2 PROVIDE SHOP DRAWINGS INCLUDING DETAILS FOR CUTS, HOLES AND WELDS FOR ALL

FABRICATED PARTS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.

8.2 PLATES SHALL BE ASTM A36, UNO.

8.3 THREADED ROD SHALL BE ASTM F1554, GR 55 - S1 (WELDABLE) WITH ASTM A563A HEAVY HEX

NUTS AND ASTM F436 WASHERS.

WELDING SHALL CONFORM TO AWS D1.1. CERTIFIED WELDERS SHALL PERFORM ALL WELDING.

NUTS AND ASTM F436 WASHERS.

8.4 WELDING SHALL CONFORM TO AWS D1.1. CERTIFIED WELDERS SHALL PERFORM ALL WELDING.

USE E7018 ELECTRODES WITH A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20 FT-LB AT O°F.

8.5 GRIND SMOOTH AND DEBUR ALL EXPOSED WELDS AND CUT EDGES.

8.6 ALL EXPOSED STEEL SHALL BE CLEANED, SHOP PRIMED AND PAINTED BLACK (SINGLE COAT OF

NOT LESS THAN 1.5 MILS.)

9. SPECIAL INSPECTIONS AND TESTING

9.1 PROVIDE SPECIAL INSPECTIONS IN COMPLIANCE WITH IBC 1704 BY AN APPROVED ICC

INSPECTOR.

9.2 STEEL CONSTRUCTION, IBC 1705.2: PERIODIC SPECIAL INSPECTION REQUIRED FOR GROOVE

WELDS PERFORMED IN AN APPROVED FABRICATORS SHOP.

9.3 REINFORCED CONCRETE, IBC 1705.3: SPECIAL INSPECTION NOT REQUIRED FOR CONCRETE

CONSTRUCTION. DESIGN BASED ON 2500 PSI.

9.4 POST-INSTALLED CONCRETE ANCHORS, IBC 1705.3: PERIODIC SPECIAL INSPECTION REQUIRED.

10. STRUCTURAL OBSERVATIONS

9.1 STRUCTURAL OBSERVATION SHALL BE PROVIDED BY A REGISTERED DESIGN PROFESSIONAL

FOR GENERAL CONFORMANCE OF CONSTRUCTION TO THE APPROVED CONSTRUCTION

DOCUMENTS AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE

STRUCTURAL SYSTEM.

STRUCTURAL

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SOLUTIONS INC.

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