PROJECT DESIGN CRITERIABUILDING CODE: 2010 CALIFORNIA BUILDING CODE

LOCATION (LATITUDE / LONGITUDE): 34.000767 / -118.155892

OCCUPANCY CATEGORY: III

GEOTECHNICAL PARAMETERS:

SOILS ENGINEER: NOT PROVIDED

REPORT NUMBER: --

DATE: --

ALLOWABLE SOIL BEARING PRESSURE: --

ALLOWABLE PASSIVE PRESSURE: --

ACTIVE PRESSURE AT LEVEL BACKFILL(CANTILEVER / RESTRAINED): --

ACTIVE PRESSURE AT SLOPING BACKFILL(CANTILEVER / RESTRAINED): --

PSUEDOSTATIC FORCE AT RETAIN WALL: --

FRICTION COEFFICIENT: --

EXPANSION INDEX: --

PLASTICITY INDEX: --

LIQUEFACTION POTENTIAL: --

LATERAL SPREADING POTENTIAL: --

DIFFERENTIAL SETTLEMENT POTENTIAL: --

CORROSIVITY: --

SULFATE CONTENT: --

SEISMIC DESIGN PARAMETERS:

SITE CLASS: D

SHORT PERIOD SPECTRALACCELERATION, Ss: 1.764

1s PERIOD SPECTRAL ACCELERATION, S1: 0.614

SEISMIC DESIGN CATEGORY: D

SEISMIC IMPORTANCE FACTOR, Ie: 1.25

WIND DESIGN PARAMETERS:

DESIGN SPEED (3s GUST): 85

EXPOSURE CATEGORY: C

WIND IMPORTANCE FACTOR, Iw: 1.0

GRAVITY DESIGN PARAMETERS: (PSF, SERVICE LOADS)

DEAD ROOF LIVE SNOW LIVE TOTAL

ROOF: 14 20 - - 34

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COMMERCECENTRALLIBRARY

RENOVATION5655 Jillson

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City ofCommerce2535 Commerce WayCommerce, CA 90040

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No. S5627Exp. 6/30/14ST RUCT URAL

COMMERCE CENTRAL LIBRARY RENOVATION

- BY -

STRUCTURAL PLANS

- FOR -

5655 JILLSON STREETCOMMERCE, CA 90040

2535 COMMERCE WAYCOMMERCE, CA 90040

SCS STRUCTURAL COVER SHEET

SN1 STRUCTURAL GENERAL NOTES

S1 ROOF FRAMING PLAN AT HVAC RETROFIT

S2 ROOF FRAMING PLAN AT SHEATHING RETROFIT

SD1 GENERAL DETAILS

1. INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSINGTENDONS, AND PLACEMENT.

2. INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCEWITH TABLE 1704.3, ITEM 5B.

3. INSPECTION OF BOLTS TO BE INSTALLED IN CONCRETE PRIOR TOAND DURING PLACEMENT OF CONCRETE WHERE ALLOWABLELOADS WERE INCREASED OR WHERE STRENGTH DESIGN IS USED.

4. INSPECTION OF ANCHORS INSTALLED IN HARDENED CONCRETE

5. VERIFYING USE OF REQUIRED DESIGN MIX.

6. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATESPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIRCONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THECONCRETE.

7. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FORPROPER APPLICATION TECHNIQUES.

8. INSPECTION FOR MAINTENANCE OF SPECIFIED CURINGTEMPERATURE AND TECHNIQUES.

9. INSPECTION OF PRESTRESSED CONCRETE:

A. APPLICATION OF PRESTRESSING FORCES.

B. GROUTING OF BONDED PRESTRESSING TENDONS IN THESEISMIC‐FORCE‐RESISTING SYSTEM.

9. ERECTION OF PRECAST CONCRETE MEMBERS.

10.VERIFICATION OF IN‐SITU CONCRETE STRENGTH, PRIOR TOSTRESSING OF TENDONS IN POSTTENSIONED CONCRETE ANDPRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS ANDSTRUCTURAL SLABS.

11.INSPECT FORMWORK FOR SHAPE, LOCATION ANDDIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.

Yes NoCONTINUOUS PERIODICVERIFICATION AND INSPECTION TASK

GENERAL NOTES1. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION.

PROMPTLY NOTIFY ARCHITECT (STRUCTURAL ENGINEER) IN CASE OF DISCREPANCIES.

2. CONTRACT DOCUMENTS INDICATE DESIGN INTENT FORE STRUCTURE IN ITSCOMPLETED STATE. THEY DO NOT INDICATE METHOD OF CONSTRUCTION. PROMPTLY NOTIFYARCHITECT (STRUCTURAL ENGINEER), PRIOR TO PROCEEDING WITH WORK, IF DESIGN INTENT REQUIRESFURTHER CLARIFICATION.

3. : MUST BEACCEPTED IN WRITING BY ARCHITECT (STRUCTURAL ENGINEER) AND APPROVED BY GOVERNING CODEAUTHORITY. NO DEVIATION, MODIFICATION OR SUBSTITUTION WILL BE ACCEPTED VIA SHOP DRAWINGREVIEW.

4. : CONTRACTOR IS RESPONSIBLE FOR PROCEDURES OFCONSTRUCTION COMPLYING WITH NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. SITE VISITS(INCLUDING STRUCTURAL OBSERVATION) BY ARCHITECT (STRUCTURAL ENGINEER) DO NOT CONSTITUTESUPERVISIONS OF METHODS OF CONSTRUCTION.

A. : LOCATE EXISTING UTILITIES, INCLUDING THOSE NOT SHOWN ONCONTRACT DOCUMENTS, AND PROTECT THEM FROM DAMAGE. CONTRACTOR BEARS EXPENSE OFREPAIR OR REPLACEMENT OF UTILITIES IN CONJUNCTION WITH EXECUTION OF WORK.

B. : PROTECT STRUCTURE, ADJACENT STRUCTURES, ADJACENT PROPERTIES, STREETS,AND UTILITIES DURING EXCAVATION UTILIZING LAGGING, SHORING, UNDERPINNING AT SIDES ANDRELATED PROCEDURES AS MAY BE REQUIRED. PROVIDE NECESSARY SUPPORTS FOR SOILEXCAVATIONS. CONTRACTOR AND AFFECTED TRADES SHALL REFER TO GEOTECHNICAL REPORT FORMORE INFORMATION.

C. : PROVIDE NECESSARY MEASURES TO PROTECT STRUCTURE DURINGEXECUTION OF WORK.

D. WHERE A REVISION OF STRUCTURAL DESIGN ORCONNECTION IS PROPOSED BY CONTRACTOR TO ACCOMMODATE CONSTRUCTION TOLERANCES,CONSTRUCTION SEQUENCE AND/OR DIMENSION MODIFICATIONS, CONTRACTOR SHALL RETAIN ASTRUCTURAL ENGINEER LICENSED IN STATE OF CALIFORNIA TO PERFORM DESIGN. SUBMITSTAMPED AND SIGNED DESIGN DRAWINGS AND CALCULATIONS TO THE ARCHITECT (STRUCTURALENGINEER) FOR REVIEW AND THE GOVERNING CODE AUTHORITY FOR APPROVAL.

E. DETERMINE PHASES OF WORK REQUIRING ERECTION PLANS ACCORDING TOAPPLICABLE SAFETY REGULATIONS. MAINTAIN CERTIFIED COPIES OF ERECTION PLANS AT SITEDURING CONSTRUCTION.

F. DESIGN AND ERECT SHORING, BRACING,AND OTHER TEMPORARY SUPPORTS WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH ANDAS REQUIRED FOR SAFE ERECTION. ENSURE FLOOR, ROOF, AND WALL MEMBERS ARE SECURELYSHORED AND BRACED DURING CONSTRUCTION. PROVIDE SHORING AT ELEVATED BEAMS ANDSLABS SUPPORTING CONCRETE OR MASONRY WALLS DURING AND AFTER WALL POUR UNTIL WALLATTAINS DESIGN STRENGTH.

G. ENSURE CONSTRUCTION LOADS DO NOT EXCEED INDICATED DESIGN LIVELOAD VALUES. NOTIFY AFFECTED SUB-CONTRATOR TRADES OF THESE DESIGN LOAD LIMITS.

H. ENSURE STRESSES OCCURRINGDURING FABRICATION, SHIPMENT, AND ERECTION OF STRUCTURAL STEEL ARE TEMPORARY AND ARELESS THAN DESIGN AND ALLOWABLE STRESS CAPACITIES OF INDIVIDUAL MEMBERS. DO NOT IMPAIRFULL DESIGN AND LOAD CARRYING CAPACITY OF MEMBERS DUE TO FABRICATION, SHIPMENT, ORERECTION. CONTRACTOR IS RESPONSIBLE FOR CONTROLLING ERECTION SEQUENCE, ERECTIONPROCEDURE, TEMPERATURE DIFFERENTIALS AND WELD SHRINKAGE TO MINIMIZE RESIDUESTRESSES. PROVIDE ADDITIONAL MATERIALS FOR THE ERECTION OF STRUCTURAL STEEL SUCH ASTEMPORARY BRACING AND GUY CABLES AS MAY BE NECESSARY AT NO ADDITIONAL COST. REMOVETHESE MATERIALS UNLESS APPROVED IN WRITING BY OWNER. DO NOT TIGHTEN BOLTS IN TYPICALBEAM TO COLUMN CONNECTIONS FOR ERECTION PURPOSES.

I. FIRMLY SUPPORT ANDACCURATELY PLACE COMPLYING WITH ACI STANDARDS PRIOR TO CASTING CONCRETE OR GROUT INMASONRY WALLS. USE TIES AND SUPPORT BARS IN ADDITION TO REINFORCING STEEL SHOWNWHERE NECESSARY. NO WELDING OR REINFORCING STEEL, INCLUDING TACK WELDING, ISPERMITTED UNLESS OTHERWISE ACCEPTED IN WRITING BY ARCHITECT (STRUCTURAL ENGINEER).PROVIDE PLASTIC OR PLASTIC COATED CHAIRS AND SPACERS WHEN RESTING ON EXPOSEDSURFACES.

5. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORKINCLUDING THAT OF SUB-CONTRACTOR TRADES.

6. SUBMIT TO ARCHITECT (STRUCTURAL ENGINEER) AS INDICATED ON STRUCTURALDRAWINGS AND SPECIFICATIONS. GENERAL CONTRACTOR SHALL REVIEW SUBMITTAL FORCOMPLETENESS AND COMPLIANCE WITH CONTRACT DOCUMENTS PRIOR TO SUBMISSION.

A. ACCOMPANY RFI'S WITH PARTIAL STRUCTURALFOUNDATION OR FRAMING PLANS SHOWING LOCATION IN QUESTION AND AFFECTED STRUCTURALMEMBERS. COPY PARTIAL PLAN FROM STRUCTURAL DRAWINGS AND INDICATE GRID LINELOCATIONS AND FLOOR LEVEL. ALSO PROVIDE PROPERLY DRAWN ENGINEERING SKETCHESILLUSTRATING ISSUES AND CONTRACTOR'S PROPOSED SOLUTIONS. PHOTOGRAPHS ARE NOTACCEPTABLE SUBSTITUTES TO ENGINEERING SKETCHES.

7. REVIEW CONTRACT DOCUMENTS IN THEIR ENTIRETY BEFOREPERFORMING STRUCTURAL RELATED WORK AND BEFORE DEVELOPING SHOP DRAWINGS. BRINGDISCREPANCIES TO THE IMMEDIATE ATTENTION OF ARCHITECT (STRUCTURAL ENGINEER) BEFORESTARTING WORK.

A. SCALING OF DRAWINGS: NOT PERMITTED.

B. ADDITIONAL STRUCTURAL REQUIREMENTS: SEE SPECIFICATIONS.

C. BUILDING GEOMETRY: SEE ARCHITECTURAL DRAWINGS FOR BUILDING GEOMETRY INCLUDING, BUTNOT LIMITED TO, TOP OF FLOOR AND ROOF ELEVATIONS; DEPRESSIONS; SLOPES; CURBS; DRAINS;TRENCHES; SLAB AND DECK EDGE LOCATIONS; WALL OVERALL DIMENSIONS; AND SIZE ANDLOCATIONS OF OPENINGS IN FLOORS, ROOF AND WALLS.

D. NON-STRUCTURAL ITEMS REQUIRING SPECIAL PROVISIONS: SEE ARCHITECTURAL, MECHANICAL,PLUMBING, AND ELECTRICAL DRAWINGS FOR NON-STRUCTURAL ITEMS REQUIRING SPECIALPROVISIONS DURING CONSTRUCTION. THEY INCLUDE, BUT ARE NOT LIMITED TO, NON-STRUCTURALWALLS; SIZE AND LOCATIONS OF OPENINGS AND SLEEVES PENETRATING STRUCTURE; SIZE ANDLOCATION OF CONCRETE CURBS AND PADS; AND SIZE AND LOCATION OF PIPING, DUCTWORK, ANDEQUIPMENT ANCHORAGES MOUNTED OR SUSPENDED FROM STRUCTURE. VERIFY EXACT SIZE ANDLOCATION OF EQUIPMENT WITH EQUIPMENT MANUFACTURER.

8. FURNISH AND INSTALL IN COMPLIANCE WITH LEGALLY CONSTITUTED PUBLIC AUTHORITIESHAVING JURISDICTION INCLUDING COUNTY AND LOCAL ORDINANCES AND SAFETY ORDERS OF STATEINDUSTRIAL ACCIDENT COMMISSION, OSHA.

9. : NO PENETRATION,EMBEDMENT, OPENING, SLEEVE, PIPE, OR CONDUIT SHALL OCCUR IN STRUCTURAL MEMBERSINCLUDING FOOTINGS, SLABS, WALLS, COLUMNS, AND BEAMS UNLESS SPECIFICALLY SHOWN ORINDICATED ON STRUCTURAL DRAWINGS.

10. DETAILS ON SD SERIES SHEETS ARE APPLICABLE THROUGHOUT PROJECT WHEREVERTHE DESCRIBED CONDITION OCCURS AND MAY OR MAY NOT BE SPECIFICALLY REFERENCED ONSTRUCTURAL DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THESE DETAILS ANDUNDERSTANDING EXTENT OF THEIR APPLICATION PRIOR TO PERFORMING WORK.

ABBREVIATIONSABABVADD'LALT

BEWBLKBLKGBLWBMBNBRGBTM

BTRCBCCLGCONCDBLDFDIADJDPDREAEIEMBEDEN =EW =EWB =EXT =FA =FDN =FH =FJ =FL =FLR =FNGR =FRMG =FT =GA =GLB =

GT =HDR =HGR =IBC =

=INFO =INT =JST =LSL =LVL =MAX =MFR =MIN =MULT =

O/C =PI =PLT =PLYWD=PNL =PSL =PT =REV =

=RR =SHTG =SIM =SPN =SQ =SQSH =STD =SW =

=TSL =TYP =UBC =UNO =WWM =

RF

TP

W/ =W/O =

BTWNN/A =N/P =

AWA

1. VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TOACHIEVE THE DESIGN BEARING CAPACITY.

2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTHAND HAVE REACHED PROPER MATERIAL

3. PERFORM CLASSIFICATION AND TESTING OF CONTROLLEDFILL MATERIALS

4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFTTHICKNESSES DURING PLACEMENT AND COMPACTION OFCONTROLLED FILL.

5. PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVESUBGRADE AND VERIFY THAT SITE HAS BEEN PREPAREDPROPERLY

Yes NoCONTINUOUS PERIODICVERIFICATION AND INSPECTION

UNLESS OTHERWISE INDICATED, CONTINUOUS SPECIAL INSPECTION WILL BE PERFORMED BY SPECIAL INSPECTOR COMPLYING WITH APPLICABLE CODESECTION 1701 AND SPECIFICALLY APPROVED BY GOVERNING CODE AUTHORITY FOR EACH INSPECTION CATEGORY BELOW. PERIODIC INSPECTION IS NOT PERMITTED UNLESS INDICATED IN THEPROGRAM OR OTHERWISE ACCEPTED BY THE STRUCTURAL ENGINEER OF RECORD. REFER TO THE BOX BELOW IN THE PROGRAM FOR APPLICABILITY OF EACH ITEM TO THIS PROJECT.

REQUIRED VERIFICATION AND INSPECTION OF CONSTRUCTION - TABLE 1704.4

SPECIAL INSPECTION IS NOT REQUIRED FOR:1. ISOLATED SPREAD FOOTINGS OF BUILDINGS THREE STORIES OR LESS ABOVE GRADE PLANE THAT ARE FULLY

SUPPORTED ON EARTH OR ROCK.2. CONTINUOUS CONCRETE FOOTINGS SUPPORTING WALLS OF BUILDINGS THREE STORIES OR LESS ABOVE GRADE

PLANE THAT ARE FULLY SUPPORTED ON EARTH OR ROCK WHERE:2.1 THE FOOTINGS SUPPORT WALLS OF LIGHT FRAME CONSTRUCTION;2.2 THE FOOTINGS ARE DESIGNED IN ACCORDANCE WITH 1809.7; OR2.3 THE STRUCTURAL DESIGN OF THE FOOTING IS BASED ON f'c= 2,500 PSI OR LESS, REGARDLESS OF THE 

COMPRESSIVE STRENGTH SPECIFIED IN THE IN THE CONSTRUCTION DOCUMENTS OR USED IN THE FOOTINGCONSTRUCTION.

3. NON STRUCTURAL CONCRETE SLABS SUPPORTED DIRECTLY ON THE GROUND, INCLUDING PRESTRESSED SLABS ONGRADE, WHERE THE EFFECTIVE PRE‐STRESS IS LESS THAN 150 PSI.

4. CONCRETE FOUNDATION WALLS CONSTRUCTED WITH TABLE 1807.1.6.25. CONCRETE PATIOS, DRIVEWAYS AND SIDEWALKS ON GRADE.

1. SPECIAL INSPECTION IS NOT REQUIRED DURING PLACEMENT OF CONTROLLED FILL HAVING A TOTAL DEPTH OF 12"OR LESS.

REQUIRED VERIFICATION AND INSPECTION OF - TABLE 1704.7

1. INSPECTOR SHALL INSPECT WOOD HIGH LOAD DIAPHRAGMSPER TABLE 2306.3.2. CHECK PANEL GRADE, THICKNESS,MEMBERS SIZES AT ADJOINING PANEL EDGES & NAILS ORSTAPLES.

2. SPRAYED FIRE RESISTANT MATERIALS PER 1704.10

Yes NoCONTINUOUS PERIODICVERIFICATION AND INSPECTION

REQUIRED VERIFICATION AND INSPECTION OF

VERIFICATION AND INSPECTION Yes NoCONTINUOUS PERIODIC

1. SEISMIC FORCE RESISTING SYSTEMS IN STRUCTURES ASSIGNEDTO SEISMIC DESIGN CATEGORY C, D, E, F

2. DESIGNATED SEISMIC SYSTEMS IN STRUCTURES ASSIGNED TOSEISMIC DESIGN CATEGORY D, E, F:

A. REQUIRED IN ACCORDANCE WITH QUALITY ASSURANCE PLANOF AISC 341.EXCEPT AT:i.a. STEEL STRUCTURES IN CATEGORY C WITH R   3 

EXCLUDING CANTILEVERED COLUMN SYSTEMS

ii.b. ORDINARY MOMENT FRAMES, ULTRASONIC AND MAGNETIC PARTICLE TESTING OF CJP WELDS ARE ONLY REQUIRED AT DEMAND CRITICAL WELDS.

B. 

    i. GLUING OPERATIONS OF SEISMIC RESISTING SYSTEM

ii. NAILING, BOLTING, ANCHORING AND OTHER FASTENINGOF COMPONENTS OF THE SEISMIC RESISTING SYSTEMINCLUDING: WOOD SHEAR WALLS, WOOD DIAPHRAGMS,DRAG STRUTS, BRACES, SHEAR PANELS AND HOLD‐DOWNS.

EXCEPTION: NOT REQUIRED AT SHEAR WALLS, DIAPHRAGMSINCLUDING NAILING, BOLTING, ANCHORING TO OTHERMEMBERS OF THE SEISMIC SYSTEM  WHERE THE FASTENERSPACING OF THE SHEATHING IS MORE THAN 4" O.C.

     C.   : INSPECTION OF WELDINGOF SEISMIC RESISTING SYSTEM, SCREW ATTACHMENT,BOLTING, ANCHORING, AND FASTENING OF ITEMS IN SEISMICRESISTING SYSTEM, INCLUDING STRUTS, BRACES, ANDHOLD‐DOWNS.EXCEPT: IF SHEATHING IS GYPSUM OR FIBERBOARD. OR IFSHEATHING IS WOOD STRUCTURAL PANEL OR STEEL SHEETSON ONE SIDE WITH FASTENERS MORE THAN 4" O.C.

   E.   REQUIRED DURING  ANCHORAGE OF ACCESS FLOORS AND STORAGE RACKS 8FEET OR HIGHER IN SEISMIC DESIGN CATEGORY D, E, F.

F.  REQUIRED DURING     ERECTION & FASTENING OF EXTERIOR CLADDING, INTERIOR    & EXTERIOR NON‐BEARING WALLS, VENEER IN STRUCTURES    ASSIGNED TO SEISMIC DESIGN CATEGORY D, E, F.

    EXCEPTIONS: SPECIAL INSPECTION IS NOT REQUIRED FOR:1.  EXTERIOR CLADDING, NON‐BEARING WALLS & 

VENEER 30FT OR LESS ABOVE GROUND2.  CLADDING & VENEER WEIGHING 5 PSF OR LESS.3.  INTERIOR NON‐BEARING WALLS WEIGHING 15 PSF OR

LESS.

G. 

i. ANCHORAGE OF ELECTRICAL EQUIPMENT FOR EMERGENCY ORSTANDBY POWER SYSTEMS IN STRUCTURES ASSIGNED TOSEISMIC DESIGN CATEGORY C, D, E, F.

ii. INSTALLATION OF ANCHORAGE OF OTHER ELECTRICALEQUIPMENT IN STRUCTURES ASSIGNED TO SEISMIC DESIGNCATEGORY C, D, E, F.

iii.INSTALLATION OF PIPING SYSTEMS INTENDED TO CARRYFLAMMABLE, COMBUSTIBLE OR HIGHLY TOXIC CONTENTS ANDTHEIR ASSOCIATED MECHANICAL UNITS IN STRUCTURESASSIGNED TO SEISMIC DESIGN CATEGORY C, D, E, F.

iv.INSTALLATION OF HVAC DUCTWORK THAT WILL CONTAINHAZARDOUS MATERIALS IN STRUCTURES ASSIGNED TO SEISMICDESIGN CATEGORY C, D, E, F.

v. INSTALLATION OF VIBRATION ISOLATION SYSTEMS INSTRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY C, D, E,F WHERE THE CONSTRUCTION DOCUMENTS REQUIRE ANOMINAL CLEARANCE OF 0.25 INCHES OR LESS BETWEEN THEEQUIPMENT SUPPORT FRAME AND RESTRAINT.

I.   FABRICATION AND INSTALLATIONOF ISOLATOR UNITS AND ENERGY DISSIPATION DEVICES THATARE PART OF THE SEISMIC ISOLATION SYSTEM.

 

REQUIRED VERIFICATIONS AND INSPECTIONS OF - SECTION 1707

VERIFICATION AND INSPECTION Yes NoCONTINUOUS PERIODIC

1.REQUIRED IN WIND EXPOSURE CATEGORY B, WHERE 3‐SECONDGUST BASIC WIND SPEED IS 120 MPH OR GREATER.

2.REQUIRED IN WIND EXPOSURE CATEGORY C OR D, WHERE THE3‐SECOND GUST BASIC WIND SPEED IS 110 MPH OR GREATER.

REQUIRED VERIFICATIONS AND INSPECTIONS OF - SECTION 1706

IF EITHER OF THE CONDITIONS ARE MET ABOVE THEN SPECIAL INSPECTION OF THE FOLLOWING ITEMS ISREQUIRED:

1. ROOF CLADDING .2. WALL CLADDING.3. REQUIRED FOR WOOD & COLD FORM STEEL AS OUTLINED IN SEISMIC SECTION 1707 ABOVE.

SPECIAL INSPECTION PROGRAM PER SECTION 1704

WOOD FRAMINGNAILS1. ALL STRUCTURAL SAWN LUMBER SHALL BE DOUGLAS FIR LARCH WITH 19%

MAXIMUM MOISTURE CONTENT OF THE FOLLOWING GRADES, CONFORMING TO STANDARDGRADING RULES FOR WEST COAST LUMBER NO. 17, UNLESS NOTED OTHERWISE. THE LUMBERGRADES AS SPECIFIED BELOW MEET MINIMUM REQUIREMENTS:

2. WHERE POSSIBLE ALL LUMBER GRADE STAMPS SHALL REMAIN ONLUMBER AFTER INSTALLATION. CONVENTIONAL LUMBER SHALL MEET DOC PS 20 REQ.

3. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALLBE PRESSURE TREATED FIR. ALL NAILS TO PLATES TREATED w/ BORATE MAY BESTANDARD NAILS, FOR ALL OTHER PRESSURE TREATED PLATES, USE HOT DIPGALVANIZED NAILS.

4. EACH WOOD-BASED STRUCTURAL-USE PANEL USED FOR DIAPHRAGMCONSTRUCTION SHALL BE IDENTIFIED BY A REGISTERED STAMP OR BRAND OF ANICC-APPROVED COMPLIANCE ASSURANCE AGENCY.WOOD-BASED STRUCTURAL-USEPANELS SHALL MEET THE REQUIREMENTS OF DOC PS 1 OR PS 2. ALL PANELS SHALL BEGLUED WITH EXTERIOR TYPE GLUE MEETING APA SPECIFICATIONS. PANELSPERMANENTLY EXPOSED TO THE OUTDOORS SHALL BE EXTERIOR TYPE.

5. ALL METAL CONNECTORS SHALL BE THOSE MANUFACTURED BYSIMPSON STRONG TIE OR USP LUMBER CONNECTORS. THE NAILS FOR THESECONNECTORS SHALL BE AS SPECIFIED BY THE MANUFACTURERS FOR CAPACITY OF THEHARDWARE. ALL CALLOUTS REFER TO SIMPSON PRODUCT CODES AND NAMES. REFERTO CROSS REFERENCE TABLES PROVIDED BY USP IN THEIR PRODUCT CATALOGS.

6. PROVIDE FIRE STOPS AT ALL INTERSECTIONS OF STUD WALLS AT FLOOR,CEILING AND ROOF. FIRE STOPS SHALL BE 2x NOMINAL THICKNESS OF WOOD AND SHALLBE THE FULL WIDTH OF THE ENCLOSED SPACE. PLACE FIRESTOPS AT A MAXIMUMSPACING OF 10'-0" IN THE VERTICAL DIRECTION. PROVIDE 2x FIRE STOPS IN ALL FURREDSPACES, VERTICAL AND HORIZONTAL, AND AT A MAXIMUM SPACING OF 10'-0" IN EACHDIRECTION AND AT THE SAME LINES AS FIRE STOPS IN ADJACENT STUD WALLS.

7. IN WOOD SHALL BE 1/32" TO 1/16" LARGER THAN THE NOMINAL BOLTDIAMETER . ALL BOLTS SHALL HAVE A STANDARD CUT WASHER UNDER HEAD AND NUTUNLESS NOTED OTHERWISE.

8. ALL BOLTS USED FOR WOOD CONNECTIONS SHALL BE ASTM A307, U.N.O. ALLNUTS AND BOLTS SHALL BE RE-TIGHTENED PRIOR TO THE APPLICATION OF SHEATHING,PLASTER, ETC.

9. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC.UNLESS SPECIFICALLY DETAILED. NOTCHING OF HORIZONTAL STRUCTURAL MEMBERSSHALL CONFORM TO THE BUILDING CODE. NOTCHING AND BORING OF STUDS AND TOPPLATES SHALL CONFORM TO THE BUILDING CODE.

10. FOR I-JOISTS, PROVIDE SIMPSON "IUS" HANGER. FOR CONVENTIONALJOIST, USE SIMPSON "LUS" HANGER, OR EQUIVALENT.

11. ALL BEAMS TO BE SUPPORTED WITH FULL BEARING UNLESS NOTEDOTHERWISE.

12. ALL CONVENTIONAL FRAMED PORTIONS OF THE STRUCTUREARE TO BE CONSTRUCTED PER SECTION 2308 OF THE CBC.

13. MINIMUM SIZE FOR SQUARE PLATEWASHERS: (REFER TO PLANS FOR SILL PLATE WASHER REQUIREMENTS.)

1. ALL FLOOR SHEATHING, ROOF SHEATHING AND SHEAR PANELSCONSTRUCTED USING WOOD-BASED STRUCTURAL-USE PANELS SHALL BE FASTENEDWITH COMMON NAILS. HARDWARE SHALL BE NAILED PER MANUFACTURER'SREQUIREMENTS, OTHERWISE SHORT NAILS MAY BE USED. NAILING SHALL BE PER THEBUILDING CODE UNLESS NOTED OTHERWISE ON THE PLANS OR DETAILS.

2. MUST BE EQUIPPED WITH A FLUSH NAILER ATTACHMENT FOR NAILING OFPLYWOOD SHEAR WALLS, FLOOR SHEATHING AND ROOF SHEATHING.

3. ALL NAILS MUST BE DOMESTICALLY MANUFACTURED & MEET THEREQUIREMENTS OF THE CURRENT BUILDING CODE.

4. ALL NAILS INTO PRESSURE TREATED LUMBER SHALL BE HOT DIPPEDGALVANIZED OR OTHER APPROVED COATING TO RESIST CORROSION UNLESS PRESSURETREATED PLATE IS TREATED WITH BORATE.

LUMBER GRADES

CONDITION GRADE

PLATES & BLOCKING STUD OR BETTER

STUDS TO 10'-0" IN HEIGHT STUD OR BETTER

STUDS OVER 10'-0" IN HEIGHT #2

2x RAFTER JOISTS #2

4x6 THROUGH 4x12 BEAMS, HEADER & POSTS #2

4x14 BEAMS, HEADERS & POSTS #1

4x4 POSTS, HEADERS #2

6x AND LARGER POSTS, BEAMS, STRINGERS #1

CONVENTIONAL WOOD FRAMING REQUIREMENTS - CBC TABLE 2304.9.1

PLATE WASHERSNON SILL PLATE APPLICATION

BOLT SIZE PLATE WASHER SIZE

12"

316" x 2" x 2"

58"

14" x 2 12" x 2 12"

34" 5

16" x 2 34" x 2 34"78"

516" x 3" x 3"

1" 38" x 3 12" x 3 12"

STRUCTURAL OBSERVATIONS FOR SEISMIC & WIND RESISTANCE:

ENGINEER OF RECORD STRUCTURAL OBSERVATION REQUIREMENTS

1. STRUCTURAL OBSERVATION IS NOT REQUIRED BY THE ENGINEER OF RECORD FOR THISPROJECT.

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F.E.C

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F.E.C

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PARTIAL ROOF FRAMING PLAN - HVAC UNIT RETROFIT

21 3 4 5 6 7 8

B

C

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9

A

DIAPHRAGM NAILING DIAGRAMDIAPHRAGM ATTACHMENT SCHEDULE

MARK

WOODSHEATHINGTHICKNESS(CD RATED48/24 - DOC

PS1 AND PS2)

BOUNDARYNAILING

EDGE NAILING

WOOD MEMBERSIZE AT EDGES

&UN-SUPPORTEDPANEL EDGES

FIELD NAILINGSTRUCTURAL

DETAILREFERENCE

CAPACITYPER 2007 CBC

& 2004 AISILATERALDESIGN

A 19/32" 10d AT 4" O.C. 10d AT 4" O.C. 2x, U.N.O. 10d AT 12" O.C. 11/S2.2 PER TABLE2306.3.1

B 19/32" 10d AT 2" O.C. 10d AT 2" O.C. 2x, U.N.O. 10d AT 12" O.C. 11/S2.2 PER TABLE2306.3.1

A BB

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PARTIAL ROOF FRAMING PLAN - ROOF SHEATHING RETROFIT

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a r c h i t e c t

COMMERCECENTRALLIBRARY

RENOVATION5655 Jillson

Street,Commerce, CA

90040

City ofCommerce2535 Commerce WayCommerce, CA 90040

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