WEST 112TH STREET LOS ANGELES COUNTY, CA 90304

D. CHAIRS, SPACERS, AND SAND PLATES: AS REQUIRED TO MAINTAIN CONCRETE COVER.

E. VERTICAL REINFORCEMENT:SHALL BE DOWELED TO SUPPORTING MEMBERS WITH THE SAME SIZE AND SPACING OF REINFORCEMENTAS SHOWN IN THE DRAWINGS AND GENERAL NOTES.

F. ANCHOR BOLTS, DOWELS, AND HOLD DOWN SECURELY HELD IN PLACE PRIOR TO FOUNDATION INSPECTIONBY THE BUILDING OFFICIAL AND OBSERVATION BY A INSPECTING AGENCY.

G. ADMIXTURES: REVIEWED BY THE ENGINEER. CALCIUM CHLORIDE OR ADDED CHLORIDES ARE NOT PERMITTED

H. VIBRATION: ALL CONCRETE SHALL BE CONSOLIDATED WITH MECHANICAL VIBRATORS.

MINIMUM NAILING SCHEDULE:

1. JOIST OR RAFTERS TO SIDES OF STUDS 3-16d8-INCH JOIST OR LESS 1-16dFOR EACH ADDITIONAL 4 INCHES IN DEPTH OF JOIST 2-8d

2. BRIDGING TO JOIST, TOENAIL EACH ENDa. BLOCKING BETWEEN JOISTS OR RAFTERS - TO JOIST OR RAFTERS - TOENAILS EACH SIDE, EACH END 2-10db. BLOCKING BETWEEN STUDS, EACH END 2-10d toenails or 2-16d

3. SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d at 16" o.c.4. TOP PLATE TO STUD, END NAIL 2-16d5. STUD TO SOLE PLATE 4-8, toenail or 2-16d, end nail6. DOUBLE STUDS, FACE NAIL 16d at 24" o.c.7. DOUBLED TOP PLATES, FACE NAIL 16d at 16" o.c.8. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d9. CEILING JOISTS TO PLATE, TOENAIL 3-8d10. CONTINUOUS HEADER TO STUD, TOENAIL 4-8d11. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-16d12. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d13. JOIST OR RAFTERS AT ALL BEARINGS - TOENAILS, EACH SIDE 2-10d14. 1" BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d15. BUILT-UP CORNER STUDS 16d at 24" o.c.

FOUNDATIONS

1. THE RECOMMENDATIONS OF THE GEOTECHNICAL INVESTIGATION REPORT SHALL BE CONSIDERED AS APART OF THE CONSTRUCTION DOCUMENTS.

2. TYPE OF SOIL: SANDY CLAY ALLOWABLE SOIL PRESSURE : 2500 PSF

3. ALL SITE GRADING, ENGINEERED FILL AND/OR UNDERLAYMENT REQUIREMENTS SHALL BE PLACED ANDCOMPACTED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT AND SHALL BE DONE UNDER 'THEOBSERVATION OF THE GEOTECHNICAL ENGINEER.

4. CONTRACTOR SHALL VERIFY LOCATIONS OF UNDERGROUND UTILITIES, OPENINGS, PENETRATIONS,CURtiS, DEPRESSIONS, FLOOR SLOPES, DRAINS, ETC PRIOR TO COMMENCEMENT OF FOUNDATION WORKS.

5. THE BOTTOM OF THE FOUNDATION SHALL BE AT FIRM UNDISTURBED NATIVE SOIL OR ENGINEERED FILLCOMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY IN ACCORDANCE TO ASTM STANDARDS. GRAVELSHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DENSITY.

6. THE BOTTOM OF FOUNDATION SHALL BE DRY AT ALL TIMES. IF BOTTOM OF TRENCHES IS SOFTENED DUE TOWATER, EXCAVATE THE SOFTENED MATERIAL AND REPLACE WITH WELL COMPACTED BACKFILL OR CONCRETE.

7. RETAINING WALL • DO NOT BACKFILL AGAINST CONCRETE OR MASONRY RETAINING WALLS UNTIL THEY HAVEREACHED DESIGN STRENGTH.

GENERAL

A. THESE NOTES APPLY TO ALL DRAWINGS. WHENEVER THERE APPEARS TO tiE A CONFLICT, SPECIFIC DETAILSSHALL GOVERN OVER TYPICAL DETAILS WHICH SHALL GOVERN OVER THESE NOTES OR SPECIFICATIONS.

B. ALL CONSTRUCTION SHALL CONFORM TO THE CALIFORNIA BUILDING CODE (CBC), CALIFORNIA RESIDENTIALCODE (CRC), CALIFORNIA PLUMBING CODE (CPC), CALIFORNIA ELECTRIC CODE (CEC), CALIFORNIA

MECHANICAL CODE (CMC), CALIFORNIA ENERGY CODE (CEC), TITLE 24, VOLUME 2 2010 EDITION

C. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE BEFORE COMMENCINGWORK AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER OF RECORD.

D. OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS, NOTES, AND DETAILS SHALL BEBROUGHT TO THE ATTENTION OF THE ENGINEER AND RESOLVED BEFORE PROCEEDING WITH THE WORK.

E. DETAILS SHOWN SHALL BE INCORPORATED INTO THE PROJECT AT ALL APPROPRIATE LOCATIONS WHETHERSPECIFICALLY CALLED OUT OR NOT.

F. THE CONTRACTOR MUST SUBMIT IN WRITING ANY REQUESTS FOR MODIFICATIONS TO THE PLANS ANDSPECIFICATIONS. SHOP DRAWINGS SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW DO NOTCONSTITUTE "IN WRITING" UNLESS IT IS CLEARLY NOTED THAT SPECIFIC CHANGES ARE BEING REQUESTED.

G. UNLESS SPECIFICALLY SHOWN ON THESE PLANS, NO STRUCTURAL MEMBER SHALL BE CUT, DRILLED, OR NOTCHED WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE OWNER'S REPRESENTATIVE.

H. CONSTRUCTION METHOD AND PROJECT SAFETY: THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE METHODS, PROCEDURES OR SEQUENCE OF CONSTRUCTION. TAKE NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE INTEGRITY OF THE STRUCTURE DURING CONSTRUCTION. HC STRUCTURAL ENGINEERING WILL NOT ENFORCE SAFETY MEASURES OR REFULATIONS. CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY

DEVICES, INCLUDING SHORING AND BRACING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TOALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATONS.

I. THE CONTRACTOR SHALL COORDINATE THESE STRUCTURAL DRAWINGS WITH ARCHITECTURAL,MECHANICAL ,CIVIL, PLUMBING AND ELECTRICAL DRAWINGS, INCLUDING THE SIZE AND LOCATION OFTHE OPENINGS. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND CHECK ALLDIMENSIONS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT ANDTHE STRUCTURAL ENGINEER AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK.

J. THE CONTRACTOR SHALL FRAME OPENINGS AND SUPPORTS FOR MISCELLANEOUS EQUIPMENT ASDETAILED ON THE DRAWINGS. WHERE NO DETAILS ARE PROVIDED, THE CONTRACTOR SHALL SUBMITMETHOD STATEMENT AND OBTAIN STRUCTURAL ENGINEER'S APPROVAL BEFORE PROCEEDING WITH THEWORK.

K. THE CONTRACTOR SHALL PROVIDE LATERAL BRACING FOR ALL SUSPENDED EQUIPMENT ANDSUSPENDED CEILING IN ACCORDANCE WITH THE CBC 2007.

L. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF SHORING,BRACING, FORM WORK, ETC., REQUIRED FOR THE PROTECTION AND SAFETY OF LIFE AND PROPERTY ANDSHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL SAFETY REGULATIONS DURING THECONSTRUCTION PERIOD.

M. DO NOT USE SCALED DIMENSIONS. WHERE NO WRITTEN DIMENSION IS PROVIDED, CONSULT WITH THEOWNER'S REPRESENTATIVE FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK.

N. VERIFICATION: VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STARTING WORK.NOTIFY THE [ENGINEER] IMMEDIATELY OF ANY DISCREPANCIES.

DESIGN CRITERIA

A. APPLICABLE CODE: PART 2, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CALIFORNIA BUILDINGCODE, CBC) 2010 EDITION.

B. LIVE LOADS:ROOF (BASIC LIVE LOAD): 20 PSF

C. WIND DESIGN PARAMETERS:1. BASIC WIND SPEED: 110 MPH2. EXPOSURE: C3. IMPORTANCE FACTOR: Iw=1.0

D. SEISMIC DESIGN PARAMETERS FOR STRENGTH CHECKS:

OCCUPANCY CATEGORY: 2, STANDARDSEISMIC DESIGN CATEGORY: DIMPORTANCE FACTOR: I = 1.0LONGITUDE: 37.267 NORTHLATITUDE: 122.022 WESTSITE CLASS: D

MAPPED MCE ACCLERATIONS: Ss = 1.75, S1 = 0.75SITE COEFFICIENT AT SHORT T: Fa = 1.00, Fv = 1.50ADJUSTED MCE SPECTRAL RESPONSE ACCELERATION PARAMETERS:

SDS = 1.64SD1 = 0.902

STRUCTURAL RESPONSE MODIFICATION FACTORS:R = 6.5 (LIGHT FRAMED WALLS SHEATHED WITH WOOD STRUCTURAL PANELS)

Ωo = 3

CONCRETE

A. REINFORCING STEEL

1. ALL BARS, U.O.N.: ASTM A615, GR 60 OR ASTM A706, DEFORMED.

2. WELDING OF REINFORCING BARS SHALL E PERFORMED PER AWS D1.4 BY CERTIFIED WELDERS.

3. SHOP DRAWINGS SHALL BE SUBMITTEO TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TO DELIVERY AND SHALL INDICATE REINFORCING PLACEMENT, SPLICE LOCATIONS AND LENGTHS.

4, DETAIL REINFORCING BARS IN ACCORDANCE WITH LATEST EDITION OF ACI DETAILING MANUAL AND "MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION: BY CRSI.

5. ALL DOWELS BETWEEN FOOTING AND WALLS OR COLUMNS SHALL BE THE SAME SIZE AND SPACING AS THE MAIN REINFORCING UNLESS NOTED OTHERWISE.

6. ALL DOWELS, ANCHOR BOLTS AND OTHER HARDWARE SHALL BE TIED IN PLACE PRIOR TO PLACEMENT OF CONCRETE.

7. PROVIDE REINFORCING BARS AT MID HEIGHT IN SLABS·ON·GRADE UNLESS NOTED OTHERWISE ON THE DRAWINGS.

B. MINIMUM CONCRETE COVER CAST AGAINST & EXPOSED TO EARTH.................3" EXPOSED TO EARTH OR WEATHER.......................2" NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS, JOISTS..............................................3/4"

C. CONCRETE MIXES FOR (N) CONCRETE ONLY

MIX ID USE STRENGTH, Fc’ WEIGHT

A FOOTINGS 2,500 PSI NORMALB CONCRETE SLAB ON GRADE 2,500 PSI NORMAL

CURING: WITHIN SEVEN DAYS OF PLACEMENT, CONCRETE SURFACES EXPOSED TO THE ATMOSPHERE SHALL BEPROTECTED AND CURED BY DAMPENING WITH WATER AS NECESSARY.

DESIGN MIX AND TESTING SHALL MEET THE REQUIREMENTS OF SECTION190 , 1904 AND 1905 OF CBC 2007. ALL CONCRETE MIXES SHALL BEDESIGNED BY A RECOGNIZED TESTING LAB, STAMPED AND SEALED BY A PROFESSIONAL ENGINEERLICENSED IN THE STATE OF CALIFORNA AND SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEWPRIOR TO CONCRETE PLACEMENT.

STRUCTURAL OBSERVATION

A. VISUAL OBERVATIONS WILL BE PERFORMED AT THE DISCRETION OF THE OWNER, ARCHITECT, ORSTRUCTURAL ENGINEER, OR AS REQUIRED BY THE BUILDING OFFICIAL IN ACCORDANCE WITH CBC1702.

B. CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER WHEN EACH MAJOR PHASE OFCONSTRUCTION IS READY FOR OBSERVATION A MINIMUM OF THREE WORKING DAYS IN ADVANCE.

C. VISUAL OBSERVATIONS BY STRUCTURAL ENGINEER LISTED BELOW ARE IN ADDITION TO AND SHALLNOT BE CONSIDERED A SUBSTITUTE FOR THE SPECIAL INSPECTIONS REQUIRED BY CBC 2007:

A) CONCRETE DRILLED PIERS DEPTH AND PIER REINFORCING PLACEMENTB) PLACEMENT OF REINFORCING STEEL PRIOR TO CONCRETE PLACEMENT.C) SHEAR WALL HOLDOWN AND ANCHOR BOLT PLACEMENTD) SHEAR WALL SHEATHING, NAILING AND STRAP PLACEMENTE) EPOXY DOWELS AND ANCHORS INTO EXISTING CONCRETE

GRADING NOTES

1. FILL AND BACKFILL SHOULD BE PLACED AT NEAR OPTIUM MOISTURE IN LAYERS WITH LOOSETHICKNESS NOT GREATER THAN (8) INCHES AND COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUMDRY DENSITY

2. IMPORT SOILS USED TO RAISE SITE GRADE SHOULD BE EQUAL TO OR BETTER THAN ON-SITE SOILS INSTRENGTH, EXPANSION AND COMPRESSIBILITY CHARACTERISTICS. IMPORT SOIL CAN BE EVALUATEDBUT WILL NOT BE PRE-QUALIFIED BY A GEOTECHNICAL ENGINEER.

3. FINAL SITE GRADE SHOULD BE SUCH THAT ALL WATER IS DIVERTED AWAY FROM THE STRUCTURE(S)AND IS NOT ALLOWED TO POND.

4. ON-SITE SOILS MAY BE USED FOR FILL ONCE THEY ARE CLEANED OF ALL ORGANIC MATERIAL, ROCK,DEBRIS, AND IRREDUCIBLE MATERIAL LARGER THAN EIGHT (8) INCHES.

WOOD FRAMING

1. ALL WOOD FRAMING SHALL BE IN ACCORDANCE WITH LATEST CODES AND THE STANDARDPRACTICES RECOMMENDED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AITC) AND WESTCOAST LUMBER ASSOCIATION (WCLA) GRADING. FRAMING CONNECTORS: PER MANUFACTURER'S APPROVEDPRODUCT EVALUATION REPORTS [ICBO APPROVED] AND INSTALLED ACCORDINGLY. SIZE AND NUMBER OFNAILS TO BE MAXIMUM SPECIFIED BY THE MANUFACTURER U.O.N.

2. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR·LARCH AND SHALL HAVE A MAXIMUM MOISTURECONTENT OF 19 PERCENT2x JOISTS AND RAFTERS NO. 1HEADERS AND BEAMS NO. 1POSTS NO. 1STUDS NO. 1SILL PLATES PRESSURE TREATED! NO. 1ALL OTHER LUMBER NO. 2

3. PRESSURE TREATED WOOD, WOOD EXPOSED TO THE WEATHER, SHALL BE PRESSURE TREATED WOODWITH PRESERVATIVE. KEEP ALL UNTREATED WOOD MINIMUM HALF AN INCH AWAY FROM CONCRETE ORMASONRY.

4. ALL LUMBER SHALL BE SINGLE·LENGTH PIECES FROM STRAIGHT STOCK FREE FROM WARP. SPLICINGSHALL NOT BE PERMITTED EXCEPT WHERE SPECIFICALLY DETAILED OR APPROVED BY THE STRUCTURALENGINEER.

5. DO NOT CUT, BORE, COUNTERSINK OR NOTCH WOOD MEMBERS EXCEPT AS SHOWN ON DETAILS.

6, PROVIDE BLOCKING AND BRIOGING AS FOLLOWS:A) FULL DEPTH SOLID BLOCKING BETWEEN JOISTS AND RAFTERS OVER SUPPORT.B) FULL DEPTH SOLID EILOCKING BETWEEN JOISTS AND RAFTERS 2x8 AND DEEPER AT INTERVALS NOT

EXCEEDING 8 FEET.C) FULL DEPTH SOLID HORIZONTAL BLOCKING AT MID·HEIGHT OF STUDS OR SO SPACED THAT UNBRACED

LENGTH OF STUDS SHALL NOT EXCEED 8'-0".

7. FIRE STOPPING, BACKING FOR INTERIOR FINISHES, NON·BEARING WALLS AND OTHER NON-STRUCTURAL FRAMING IS NOT SHOWN ON STRUCTURAL DRAWINGS. PROVIDE ALL BLOCKING ASREQUIRED BY CODE.

8, SIMPSON HARDWARE CONNECTORS FOR WOOD CONSTRUCTION NOTED ON PLANS AND DETAILS SHALL BESIMPSON STRONG·TIE CONNECTORS OR APPROVED EQUAL. INSTALL ACCORDING TO MANUFACTURERSPECIFICATIONS. SIZE AND NUMBER OF NAILS SHALL BE MAXIMUM SPECIFIED BY THE MANUFACTURER UON.USE Z·MAX FINISH FOR CONNECTORS IN CONTACT WITH PRESERVATIVE TREATED WOOD AND AT LOCATIONEXPOSED TO WEATHER.

9, WOOD FRAMING MEMf>ERS NOT RESTING ON, OR FRAMED OVER THEIR SUPPORTS SHALL BESUPPORTED BY "SIMPSON STRONG•TIE" JOIST HANGERS.

10. BOLTS IN WOOD: MACH.INE BOL TS UNLESS OTHERWISE NOTED. PLACE NOT LESS THAN 7 BOLTDIAMETERS FROM THE END AND 4 DIAMETERS FROM THE EDGE OF THE MEMBER. ALL MACHINE BOLTSSHALL HAVE CUT THREADS. LENGTH OF THREAD SHALL BE SUCH THAT THREADS DO NOT BEARAGAINST WOOD. ALL NUTS SHALL BE TIGHTENED WHEN INSTALLED AND RE-TIGHTENED AT THECOMPLETION OF WORK OR BEFORE CLOSING IN. THREAD PROJECTION SHALL BE 1/16 INCH MINIMUMBEYOND THE NUT. BOLT HOLES IN WOOD AND STEEL SHALL BE THE DIAMETER OF THE BOLT PLUS1/16".

11. PROVIDE STEEL PLATE WASHER UNDER HEAD AND NUT OF BOLT WHERE BEARING IS AGAINST WOOD(INCLUDING SILL PLATE AND HOLDOWN BOLTS) AS FOLLOWS:BOLT DIA SIZE1/2 2 X 2 X 3 /165/8 2 1/2 X 2 1/2 X 1/43/4 2 1/4 X 2 1/4 X 5/167/8 3 1/8 X 3 1/8 X 5/16

12. ALL BOLTS, FASTENERS AND CONNECTORS THAT ARE EXPOSED TO WEATHER OR IN CONTACTWITH PRESSURE TREATED WOOD SHALL BE HOT-DIPPED ZINC COATED GALVANIZED, STAINLESS STEEL,SILICON BRONZE OR COPPER PER CBC2007.

13. SILL BOLTING: HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A15 WITH 2 OUNCES OF ZINC COATINGPER SQUARE FOOT MINIMUM.

14. TOP PLATES: TWO PIECES, SAME SIZE AS STUDS, STAGGER SPLICES4'·0" MINIMUM, CENTER SPLICES OVER STUDS. SEE TYPICAL TOP PLATE SPLICE DETAIL. TOP PLATES OFEXTERIOR WALLS SHALL NOT BE CUT TO LAP THE TOP PLATES OF INTERSECTING WALLS EXCEPT ATEXTERIOR WALL CORNERS OR AS OTHERWISE NOTED ON DRAWINGS.

15. STUDS SHALL BE ONE PIECE BETWEEN FLOORS AND FROM FLOOR TO ROOF.

16. ALL POSTS SHALL BE FULL HEIGHT FROM FOUNDATION TO ROOF'.WHERE POSTS ARE DISCONTINUOUS AT JOIST SPACE AND/OR FROM TOP OF BEAMS/HEADERS TOLOWER TOP PLATE, BLOCK THIS SPACE WITH STUD POST.

17. JOISTS SUPPORTING MECHANICAL EQUIPMENT AND AT OPENINGS SHALL BE DOUBLE JOISTS ( UNO.)

18. ALL EXPOSED STEEL TIMBER HARDWARE, FASTERNERS AND CONNECTORS TO BE GALVANIZED

ABBREVIATIONS

AB ANCHOR BOLT

ADDL ADDITIONAL

BLKG BLOCKING

BM BEAM

BRG BEARING

BTWN BETWEEN

BOT BOTTOMCJ CONSTRUCTION JOINT

CL CENTER LINE

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

DBL DOUBLE

DF DOUGLAS FIR/LARCH

DP DEEP

DIA DIAMETER

DIM DIMENSION

E EXISTING

EA EACH

EF EACH FACE

EL ELEVATION

ELEV ELEVATOR

EMBED EMBEDMENT

EN EDGE NAIL

EQ EQUAL OR EQUIVALENT

ES EACH SIDE

EW EACH WAY

EXT EXTERIOR

FDN FOUNDATION

FF FINISHED FLOOR

FJ FLOOR JOIST

FOC FACE OF CONCRETE

FOS FACE OF STUD

FRM FRAMING

FTG FOOTING

GALV GALVANIZED

GR GRADE

H HORIZONTAL

HDR HEADER

HGR HANGERHORIZ HORIZONTALINT INTERIORJT JOINTLDGR LEDGER

LTWT LIGHT WEIGHT

MAX MAXIMUM

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

NTS NOT TO SCALE

OC ON CENTER

PL PLATE

REF REFERENCE

REINF REINFORCEMENT

REQD REQUIRED

RF ROOF

SCHED SCHEDULE

SIM SIMILAR

SQ SQUARE

STD STANDARD

T&B TOP & BOTTOM

T&G TONGUE & GROOVE

THK THICKNESS/THICKTN TOENAILTYP TYPICAL

UON UNLESS OTHERWISE NOTED

V VERTICAL

VERT VERTICAL

W/ WITH

W/O WITH OUT

Exp.3-31-2015

L

NG

IN

E

IONFE SA

EE

R

AI

O

U RU TC

A

NR

L

S

FF IAC L

PRO

DS

TE

RE

GR

EI

ATETS T

S

O

NO. XXXX

R

9/16/2013

15

2006-10

AS NOTED

DATE

SCALE

SHEET

JOB NO.

OF SHEETS

CHECKED

REVISIONS BY

--

XXXX W. IMPERIAL HWY

INGLEWOOD, CA 90303

(310) 722-XXXX

(310) 679-XXXX FAX

XXXX & ASSOCIATES

-

WEST 112TH STREET

LOS ANGELES COUNTY, CA 90304

25 SINGLE FAMILY HOUSES

F. K. L.

S-1.1

GE

NE

RA

L N

OT

ES

STRUCTURAL DRAWING LIST

Sheet NameS-1.1 GENERAL NOTES

S-1.2 GENERAL NOTES & SCHEDULES

S-2.1 TYPE A-1ST FLOOR & 2ND FLOOR FRAMING PLAN

S-2.2 TYPE B-1ST FLOOR & 2ND FLOOR FRAMING PLAN

S-2.3 TYPE C-1ST FLOOR & 2ND FLOOR FRAMING PLAN

S-2.4 TYPE D-1ST FLOOR & 2ND FLOOR FRAMING PLAN

S-2.5 TYPE-A CEILING & ROOF FRAMING PLANS

S-2.6 TYPE-B CEILING & ROOF FRAMING PLANS

S-2.7 TYPE-C CEILING & ROOF FRAMING PLANS

S-2.8 TYPE-D CEILING & ROOF FRAMING PLANS

S-3.1 DETAILS

S-3.2 DETAILS

S-3.3 DETAILS

S-3.4 DETAILS

S-3.5 DETAILS

1

STRUCTURAL TESTING AND INSPECTION

A. THE FOLLOWING CHECKLISTS ARE TO ASSIST THE CONTRACTOR IN SCHEDULING OF TESTING ANDINSPECTION RELATED TO STRUCTURAL FEATURES. THE WORK OF OTHER DISCIPLINES MAY REQUIRETESTING AND INSPECTION THAT IS ADDITIONAL TO THE ITEMS LISTED BELOW.

B. SPECIAL INSPECTORS SHALL BE QUALIFIED BY TRAINING AND EXPERIENCE FOR THE REQUIREDINSPECTIONS AND MUST BE ACCEPTABLE TO THE OWNER'S REPRESENTATIVE. INSPECTORS SHALLTHOROUGHLY REVIEW THE APPLICABLE PORTIONS OF THE DOCUMENTS. INSPECTORS SHALLPERFORM ALL DUTIES AND RESPONSIBILITIES AS REQUIRED BY CBC SECTION 1704A.

SPECIAL INSPECTION CHECKLISTITEM NOTES

PLACEMENT OF REINFORCEMENT,ANCHOR BOLTS, AND EMBEDS

CONCRETE PLACEMENT,INSPECTION, TEST CYLINDERS CONTINUOUS & SLUMP FOR CONCRETE WITH SPECIFIC28-DAY COMPRESSIVE STRENGTH

WOOD:SHEAR WALL SHEATHING AND NAILING.STRAP PLACEMENT AND NAILING.HOLDOWN PLACEMENT AND CONNECTORS.

C. MATERIAL TESTING: THE ITEMS INDICATED BELOW REQUIRE SAMPLING AND/ OR TESTING INACCORDANCE WITH PROVISIONS OF THE CBC.

1. ADDITIONAL SAMPLING AND TESTING WILL BE REQUIRED WHERE MATERIALS CANNOT BE POSITIVELY TRACED TO MILL CERTIFICATES.

MATERIAL TESTING CHECKLIST

ITEM NOTES

CONCRETE SLUMP, STRENGTH, TEMP., AIR

ALL TESTS AND NSPECTIONS SHALL BE PERFORMED BY AN APPROVEDINDEPENDENT INSPECTION AGENCY. VISUAL OBSERVATION VISITS BY THESTRUCTURAL ENGINEER ARE NOT A SUBSTITUTE FOR SPECIALINSPECTIONS. AL TESTING AND INSPECTION REPORTS SHALL BESUBMITTED TO THE STRUCTURAL ENGINEER AND DSA. THE FINAL REPORTBY THE TESTING AND INSPECTION AGENCIES MUST CERTIFY THAT THEENTIRE STRUCTURAL SYSTEM COMPLIES WITH THE APPROVED PLANS ANDSPECIFICATIONS.

PLYWOOD

1. ROOF, FLOORS, ALL EXTERIOR WALLS AND INTERIOR SHEAR WALLS(WHERE NOTED ON STRUCTURAL PLANS) SHALL BE SHEATHED WITHDOUGLAS FIR EXPOSURE 1 PLY WOOD WITH EXTERIOR GLUE AS FOLLOWS:

ROOF: 5/8". CDX APA RATED SHEATH!NG, 32/16, 5 PLY

WALLS: 1/2". CDX APA RATED SHEATH!NG, 32/16, 5 PLY

2. ALL EXTERIOR WALLS SHALL BE SHEATHED WITH PLYWOOD. ALLPLYWOOD SHEATHING USED STRUCTURALLY SHALL EXTEND CONTINUOUSLYBEHIND ALL FINISH. WHERE IT IS TO BE PLASTERED, IT SHALL BEPROTECTED BY AN UNBROKEN LAYER OF MOISTURE-TIGHT PAPER UNDERLATHING.

3. ALL INTERIOR WALLS NOT SOLIDLY SHEATHED BY PLYWOOD SHEATHINGSHALL A HAVE A 1x6 DIAGONAL LET-IN BRACE AT EVERY 25 FEET ANDAT EACH END.

4. FLOOR AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACEGRAIN PERPENDICULAR TO THE SUPPORTS, AND THE LONG DIMENSION OFTHE PANEL CONTINUOUS OVER TWO (2) OR MORE SPANS. STAGGERPANELS 4 FEET LENGTHWISE, UNLESS OTHERWISE NOTED. ALLOW 1/8INCH SPACING AT PANEL ENDS AND 1/4 INCH AT PANEL EDGES

5. EDGE SUPPORTS, ALL PLYWOOD JOINTS SHALL BE ACCURATELYCENTERED ON SUPPORTING ELEMENTS, INCLUDING BLOCKING. BLOCKINGSHALL BE INSTALLED AS FOLLOWS:

A) WALL&, ALL UNSUPPORTED PANEL JOINTS SHALL BE BLOCKEDSOLID WITH 3X BLOCKING UON.

B) ROOFS, USE PLYCL!PS HALFWAY BETWEEN EACH SUPPORT ATUNBLOCKED ROOFS

6. SHEAR WALLS - BLOCK AT PLYWOOD JOINTS WITH BLOCKING OF SAMESIZE AS STUDS. EDGE-NAIL SHEATHING TO STUDS AT HOLD-DOWNS.

7. EXTEND SHEAR WALLS THROUGH FLOOR AND ROOF SYSTEMS WITHBLOCKING THAT IS STRUCTURALLY EQUIVALENT TO SHEAR WALLSHEATHING.

8. GLUE ALL FLOOR PLYWOOD SHEATHING TO ALL SUPPORTS, INCLUDINGBLOCKING, WITH 1/4 INCH MINIMUM BEADS OF APPROVED ADHESIVEMEETING APA SPECIFICATION AFG-01 AND APPLIED PER NER-10B.

9. PLYWOOD FLOOR, ROOF AND WALL SHEATHING NAILS OR OTHERAPPROVED SHEATHING CONNECTORS SHALL BE DRIVEN FLUSH. THEOUTER LAYER OF SHEATHING SHALL NOT BE FRACTURED BYOVERDRIVING THE NAILS.

10. ORIENTED STRAND BOARD OSBJ MAY Be USED IN LIEU OF PLYWOODPROVIDED IT HAS THE SAME APA RATING AS THE SPECIFIED PLYWOOD.ENGINEERED WOOD

ENGINEERED WOOD

1. PARALLAM MEMBERS SHALL HAVE THE FOLLOWING PROPERTIES'ALLOWABLE FLEXURAL STREss, 2900 PSIALLOWABLE SHEAR STRESS, 290 PSIMODULUS OF ELASTICITY, 2,000,000 PSI

2. MICROLAM MEMBERS SH,O,LL HAVE THE FOLLOWING PROPERTIES'ALLOWABLE FLEXURAL STRESS' 2600 PSIALLOWABLE SHEAR STRESS, 285 PSIMODULUS OF ELASTICITY, 1,900,000 PSI

3. TIMBERSTRAND MEMBERS SHALL HAVE THE FOLLOWING PROPERTIES'ALLOWAI'lLE FLEXURAL STRESS, 2250 PSIALLOWABLE SHEAR STRESS' 285 PSIMODULUS OF ELASTICITY, 1,500,000 PSI

4. DO NOT USE PARALLAM, MICROLAM OR TIMBERSTRAND MEMI'lERS WHERETHEY MAY BE EXPOSED TO THE WEATHER. PROTECT THESE MEMBERSFROM MOISTURE UNTIL CLOSED IN WITH FINISH CONSTRUCTION.

5. TJI JOISTS SHALL BE MANUFACTURED BY WEYERHAEUSER.

HAZARDOUS MATERIALS

A. HOOKE STRUCTURAL ENGINEERING ASSUMES NO RESPONSIBILITY FOR THE MANAGEMENT OFHAZARDOUS MATERIALS THAT MAY BE ON THE SITE.

B. HC STRUCTURAL ENGINEERING HAS NOT PERFORMED INVESTIGATIONS TO DETERMINE THE PRESENCEOF HAZARDOUS MATERIALS. THE OWNER WILL PROVIDE THE RESULTS OF SUCH INVESTIGATIONS IF THEYHAVE BEEN PERFORMED.

C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT PERSONNEL WITHIN THE WORK AREAARE PROTECTED FROM EXPOSURE TO HAZARDOUS MATERIALS. IF HAZARDOUS MATERIALS AREDISCOVERED, THE CONTRACTOR SHALL IMMEDIATELY CEASE WORK UNTIL CONDITIONS CAN BE MAINTAINEDIN COMPLIANCE WITH ALL APPLICABLE REGULATIONS.

Exp.3-31-2015

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NO. XXXX

R

9/16/2013

15

2006-10

AS NOTED

DATE

SCALE

SHEET

JOB NO.

OF SHEETS

CHECKED

REVISIONS BY

--


INGLEWOOD, CA 90303

(310) 722-XXXX

(310) 679-XXXX FAX

XXXX & ASSOCIATES

-

WEST 112TH STREET



F. K. L.

S-1.2

GE

NE

RA

L N

OT

ES

&S

CH

ED

ULE

S

5/8" DIA @ 4'-0" , 3x SILL PLATE

5/8" DIA @ 3'-0", 3x SILL PLATE




1

2

3

4

5

ANCHOR BOLT SCHEDULE

SCHEDULES:

SIMPSON HDU2-SDS2.5 W/ PBA5-18 ANCHOR BOLT

SIMPSON HDU4-SDS2.5 W/ PBA5-18 ANCHOR BOLT,SIMPSON HDU5-SDS2.5 W/ PBA5-18 ANCHOR BOLT,

FLOOR TO FOUNDATION HOLD-DOWN SCHEDULE

2

4

5

SEE 9/S3.0 FOR ADDITIONAL SHEAR WALL FRAMING NOTES AND DETAILS

SIMPSON MST37 STRAP; (2) 2x or 4x STUD1

2

3

4

5

FLOOR TO FLOOR HOLD DOWN SCHEDULE

SIMPSON MST48 STRAP; (2) 2x or 4x STUD

SIMPSON MST60 STRAP; (2) 2x or 4x STUD

SIMPSON MSTC66 STRAP; (2) 2x or 4x STUD

SIMPSON MSTC48B3 PRE-BENT STRAP; (2) 2x or 4x STUD

NOTE:ALL ANCHOR BOLTS INTO (E) FOUNDATIONSHALL BE SIMPSON TITEN HD ESR-2713 WITHA MINIMUM EMBEDMENT OF 7" AND INCLUDEA 3x3x1/4" PLATE WASHER

3/4" = 1'-0"2

Rebar Welding Detail

3/4" = 1'-0"3

REBAR SPLICING AND HOOKS DETAILS

12

2' - 0"

50' - 0"

2' - 0"

50' - 0"

17

' - 6

"8

' - 6

"

26

' - 0

"

3S-3.13

S-3.1

3

S-3.1

3S-3.1

2x4 @ 16" O.C.INTERIOR STUDWALL

4" CONC. SLAB W / #4 @16"O.C EA.WAY OVER 2"THICK SAND OVER 10MIL. VAPOR BARRIEROVER 4" THICK 3/4"

CLEAN CRUSHED ROCK

1' - 4"

1' -

4"

1' - 4"

1' - 4"

1' -

4"

1' - 4"

1' -

4"

6 4 44

4

4

2S-3.1

4

4

2

2

15

' - 4

1/8

" S

HE

AR

WA

LL

10

' - 6

" S

HE

AR

WA

LL2x4 @ 16" O.C.

EXTERIOR STUDWALL

2x4 @ 16" O.C.EXTERIOR STUDWALL

2x4 @ 16"O.C.INTERIORSTUDWALL

(2) 2x OR 4x POST @SHEAR WALLS;TYP.


A1 A2 A3

AC

AB

AA

1S-3.1

1S-3.1


CLEAN CRUSHED ROCK

8' -

6"

SH

EA

R W

AL

L

19

' - 6

"6

' - 6

" S

HE

AR

WA

LL

17' - 6"

7' -

0"

8' - 4 3/16"19' - 6"

6 3

83

31

71

104

4

2

4

2

24

2

2

1' - 4"

18' - 9 13/16" PERFORATED SHEAR WALL

(5) 2x4 OR 8x4 POSTS@ SHEAR WALL

20' - 5" PERFORATED SHEAR WALL


4' - 8" WINDOW2

5'-0" WINDOW

A1 A2 A3

AC

AB

AA

SEE DETAIL 1/S-3.4FOR CONNECTION.

2' - 0" 17' - 6" 34' - 0"

30' - 6" BLOCKED FLOOR DIAPHRAGM

1' -

6"

1' -

6"

29

' - 0

"

53' - 6"

8' -

0"

26

' - 0

"

11 7/8" TJI 210

@ 16" OC

11

' - 2

" S

HE

AR

WA

LL

11 7/8" TJI 210

@ 16" OC(2) 2X

12

5 1/4" x 11 1/4" 2.0E Parallam PSL

(2)5 1/4" x 11 7/8" 2.0E

PSL

5 1/4" x 11 7/8" 2.0E Parallam PS

8

S-3.2

2S-3.4


18

' - 0

" P

ER

FO

RA

TE

D S

HE

AR

WA

LL

4' - 6"



5 1/4" x 11 1/4" 2.0E PSL

5 1/4" x 11 7/8" 2.0E PSL

5 1/4" x 11 7/8" 2.0E PSL

1' - 4" 3' - 6"

11 7/8" TJI 560

@ 16" OC

2X12 @

16" OC

2X12 @

16" OC

5 1/4" x 11 1/4" 2.0E PSL

2X12 @ 16" OC

8S-3.2

3S-3.4

7

S-3.2

16

' - 6

" S

HE

AR

WA

LL

1' -

4"

4S-3.4

(2) 2X

12

SEE 5/S-3.4.

5 1/4" x 11 1/4" 2.0E Parallam PSL

6' - 8"

19

' - 6

"6

' - 6

"

19' - 6"

1' - 4"13' - 3"19' - 6"

6' -

10

"6

' - 6

"1

' - 6

"

6 2

4 2

85

31

75

4S-3.5

30' - 6" BLOCKED FLOOR DIAPHRAGM

1

4' - 8" WINDOW

SEE DETAIL 1/S-3.4FOR CONNECTION.

3' -

8"

WIN

DO

W

5'-0" WINDOW

(N) SHEAR WALL

JOIST SPAN DIRECTION

NEW BEAM

PLYWOOD SHEAR WALL TYPE.SEE DRAWING S-1.2

FLOOR TO FLOOR AND FLOOR TOBEAM HOLD DOWN. SEEDRAWING S-1.2

ANCHOR BOLT. SEE DRAWING S-1.2

FLOOR TO FOUNDATION HOLDDOWN. SEE DRAWING S-1.2

1

1

1

1

WOOD POST

FOOTING

Exp.3-31-2015

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ATETS T

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NO. XXXX

R

9/16/2013

15

2006-10

AS NOTED

DATE

SCALE

SHEET

JOB NO.

OF SHEETS

CHECKED

REVISIONS BY

--


INGLEWOOD, CA 90303

(310) 722-XXXX

(310) 679-XXXX FAX

XXXX & ASSOCIATES

-

WEST 112TH STREET



F. K. L.

S-2.1

TY

PE

A-1

ST

FLO

OR

&2

ND

FLO

OR

FR

AM

ING

PL

AN

1/4" = 1'-0"1

TYPE "A" 1ST FLOOR FRAMING PLAN

1/4" = 1'-0"2

TYPE "A" 2ND FLOOR FRAMING PLAN

CONCRETE SHALL BE CURED FOR TEN DAYS FROM TIME OF POURBEFORE ANY LOAD MAYBE APPLIED.

CONCRETE SHALL DEVELOP A MINIMUM 28 DAY COMPRESSIVE STRENGTHOF 2500 PSI.

ALL ANCHOR BOLTS SHALL CONFORM TO A.S.T.M. A307 UNLESSOTHERWISE NOTED.

ALL SILL PLATES SHALL BE BOLTED TO FOUNDATION WITH 5/8" DIA. x 10"A307 BOLTS SPACED 3'-0" MAX. U.O.N. EMBED BOLTS A MINIMUM OF 7"INTO CONCRETE. PROVIDE 3"x3"x1/4" WASHERS AT ALL A.B.'S. PROVIDEMINIMUM OF TWO BOLTS PER PLATE AND ONE BOLT 6" FROM THE END OFALL PLATES.

FOOTINGS SHALL BE POURED ON FIRM, UNDISTURBED NATIVE SOIL. IFOVER-EXCAVATION OCCURS, RECOMPACT SOIL TO 95% OF MAXIMUMDENSITY.

LOCATION OF HOLDOWNS SHOWN IS APPROXIMATE. SEE FOUNDATIONPLAN AND DETAILS TO DETERMINE THE EXACT LOCATION OF HOLDOWNANCHOR BOLT.

PROVIDE 4x POSTS AT THE END OF EACH SIDE OF THE SHEAR WALL FORBOLTING THE HOLD-DOWN TO THE SHEAR WALL. PROVIDE SHEAR WALLEDGE NAILING INTO EACH STUD BOLTED TO HOLD-DOWN.

ALL POSTS SHALL BE D.F.#2 OR BETTER

1.

2.

3.

4.

5.

6.

7.

8.

FOUNDATION NOTES:

FLOOR PLYWOOD IS 3/4" T&G GLUE-NAIL CDX GRADE APA 24/0 W/ 6" E.N., 12"F.N., 6" B.N.

REFER TO TYPICAL STUD WALL FRAMING DETAIL 9/S3.3

PLACE SHEAR PANEL ON SHEAR WALLS PRIOR TO THE CONSTRUCTION OFINTERSECTING WALLS.

ALL NAILS SHALL BE COMMON NAILS U.O.N. NAILS SHALL NO BE DRIVENCLOSER TOGETHER THAN 1/2 OF THEIR LENGTH NOR CLOSER TO THE EDGEOF THE MEMBER THAN 1/4 OF THEIR LENGTH. PREDRILL HOLES WHEREWOOD TENDS TO SPLIT. THE PENETRATION OF THE NAIL INTO THE PIECERECEIVING THE POINT SHALL NOT BE LESS THAN 1/2 THE NAIL LENGTH.

ALL HEADERS AT DOOR AND WINDOW OPENINGS TO BE 4x12 D.F.#2 MIN @2x4 STUDWALL AND 6x12 D.F. #1 MIN @ 2x6 STUDWALL; U.O.N.

ALL LUMBER SHALL BE D.F. #2 OR BETTER

1.

2.

3.

4.

5.

6.

FLOOR FRAMING NOTES:

3

1/4" = 1'-0"LEGEND

BA

BB

BC

B1 B2 B3

19' - 6"

20

' - 0

" P

ER

FO

RA

TE

D S

HE

AR

WA

LL

6' -

0"

26

' - 0

"

19' - 6"28' - 6"

50' - 0 1/16"

2' - 0 1/16"

8'-0

" S

HE

AR

WA

LL

15

' - 4

1/8

" S

HE

AR

WA

LL

4' - 8"

42

2

2

18

' - 0

1/2

" P

ER

FO

RA

TE

D S

HE

AR

WA

LL

5' - 0" WINDOW

3' -

8"

WIN

DO

W

3S-3.13

S-3.1

3S-3.1

3S-3.1



CLEAN CRUSHED ROCK

2S-3.1






1S-3.1

1S-3.1


CLEAN CRUSHED ROCK

50' - 0 1/16"

26

' - 0

7/1

6"

6 4

2

2

2

4

4

4

83

42

93

103

4

2

6 3

3' -

8"

WIN

DO

W

4' -

2"

OP

EN

ING



4

20' - 5" SHEAR WALL


BA

BB

BC

B1 B2 B3

19' - 6"

2' - 0" 17' - 6"

30' - 6 1/4"

1' -

6"

1' -

6"

29

' - 0

"

53' - 6"

8' -

0"

26

' - 0

"

11 7/8" TJI 210

@ 16" OC

11 7/8" TJI 210

@ 16" OC

5 1/4" x 11 1/4" 2.0E Parallam PSL

5 1/4" x 11 7/8" 2.0E Parallam PSL

5 1/4" x 11 7/8" 2.0E Parallam PSL

8S-3.2

18

' - 0

" P

ER

FO

RA

TE

D S

HE

AR

WA

LL

4' - 6"



5 1/4" x 11 7/8" 2.0E PSL

5 1/4" x 11 1/4" 2.0E PSL

5 1/4" x 11 7/8" 2.0E PSL

1' - 4" 3' - 6"

11 7/8" TJI 560

@ 16" OC

2X12 @

16" OC

2X12 @

16" OC

5 1/4" x 11 1/4" 2.0E PSL

2X12 @ 16" OC

8S-3.2 3

S-3.4

7S-3.2

4S-3.4

SEE 5/S-3.4.

5 1/4" x 11 7/8" 2.0E Parallam PSL

1' - 4"13' - 3"

6' -

0 1

/2"

8' - 9"

19' - 6"

1' - 0"

6 2

92

85

4 2

17

' - 2

7/8

" P

ER

FO

RA

TE

D S

HE

AR

WA

LL

5' -

0 1

/8"

WIN

DO

W

3' -

8"

WIN

DO

W

5' - 0" WINDOW

4' - 8" WINDOW

(N) SHEAR WALL


NEW BEAM





1

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Exp.3-31-2015

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NO. XXXX

R

9/16/2013

15

2006-10

AS NOTED

DATE

SCALE

SHEET

JOB NO.

OF SHEETS

CHECKED

REVISIONS BY

--


INGLEWOOD, CA 90303

(310) 722-XXXX

(310) 679-XXXX FAX

XXXX & ASSOCIATES

-

WEST 112TH STREET



F. K. L.

S-2.2

TY

PE

B-1

ST

FLO

OR

&2

ND

FLO

OR

FR

AM

ING

PL

AN

1/4" = 1'-0"1

TYPE "B" 1ST FLOOR FRAMING PLAN

1/4" = 1'-0"2

TYPE "B" 2ND FLOOR FRAMING PLAN

4









1.

2.

3.

4.

5.

6.

7.

8.







1.

2.

3.

4.

5.

6.


1/4" = 1'-0"LEGEND

FOUNDATION NOTES:

C1 C2 C3

CA

CB

CC

19' - 6" 24' - 8 3/4"

19

' - 6

"1

0' -

6"

30

' - 0

"

19' - 6" 24' - 8 13/16"

44' - 2 13/16"

30

' - 0

"

44' - 2 3/4"3

S-3.1

3S-3.1

3S-3.1



CLEAN CRUSHED ROCK






1S-3.1

1S-3.1


CLEAN CRUSHED ROCK3

S-3.1

2S-3.1

15

' - 6

1/8

" S

HE

AR

WA

LL

26

' - 4

" P

ER

FO

RA

TE

D S

HE

AR

WA

LL

1' -

4"

6' - 0" OPENING6' - 5 5/16" 16' - 3 15/16"



20

' - 0

3/1

6"

PE

RF

OR

AT

ED

SH

EA

R W

AL

L

1' -

10

"

3 3

22

2

2

2

2

2

92

42

93

2

2

2

9 2

3' -

8"

WIN

DO

W3

' - 8

" W

IND

OW

4' - 8" WINDOW

4' -

2"

WIN

DO

W4

' - 8

" W

IND

OW

C1 C2 C3

CA

CB

CC

19' - 6" 24' - 8 13/16"1' - 11 15/16"

46' - 2 3/4"

2' -

5 1

5/1

6"

8' -

0 1

/16

"1

9' -

6"

1' -

5 1

5/1

6"

31

' - 5

15

/16

"

19' - 6" 24' - 8 13/16" 1' - 11 15/16"

46' - 2 3/4"

30

' - 0

1/1

6"

1' -

5 1

5/1

6"

31

' - 6

"

16' - 0 1/8" SHEAR WALL

23

' - 2

" P

ER

FO

RA

TE

D S

HE

AR

WA

LL

20

' - 0

" P

ER

FO

RA

TE

D S

HE

AR

WA

LL


11 7/8" TJI 210

@ 16" OC

2X12 @

16" OC

11 7/8" TJI 360@ 16" OC

8S-3.2

3S-3.4

7S-3.2

4S-3.4

5 1/4" x 11 7/8" 2.0E Parallam PSL

6' - 9 11/16"

5 1/4" x 117/8" 2.0E Parallam PSL

5 1/4" x 11 1/4" 2.0E PSL

(2) 2X

12

(2) 2X12

8 5

42

8 2

85

5 1/4" x 11 7/8" 2.0E Parallam PSL

2X12 @

16" OC

SEE 5/S-3.4.

(2) 2X

12

5 1/4" x 11 7/8" 2.0E Parallam PSL

4' -

8"

WIN

DO

W

4' - 8" WINDOW

3' -

8"

WIN

DO

W3

' - 8

" W

IND

OW

3' - 8" WINDOW

(2) 2X

12

(N) SHEAR WALL


NEW BEAM





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Exp.3-31-2015

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ATETS T

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NO. XXXX

R

9/16/2013

15

2006-10

AS NOTED

DATE

SCALE

SHEET

JOB NO.

OF SHEETS

CHECKED

REVISIONS BY

--


INGLEWOOD, CA 90303

(310) 722-XXXX

(310) 679-XXXX FAX

XXXX & ASSOCIATES

-

WEST 112TH STREET



F. K. L.

S-2.3

TY

PE

C-1

ST

FLO

OR

&2

ND

FLO

OR

FR

AM

ING

PL

AN

1/4" = 1'-0"1

TYPE "C" 1ST FLOOR FRAMING PLAN

1/4" = 1'-0"2

TYPE "C" 2ND FLOOR FRAMING PLAN 5









1.

2.

3.

4.

5.

6.

7.

8.







1.

2.

3.

4.

5.

6.


1/4" = 1'-0"LEGEND


D1 D2 D3

DA

DB

DC

21

' - 2

1/2

" P

ER

FO

RA

TE

D S

HE

AR

WA

LL

28

' - 2

1/8

"


0' -

6"

1' -

4"

19

' - 5

1/2

" P

ER

FO

RA

TE

D S

HE

AR

WA

LL



27' - 0"

25' - 8"

21

' - 3

1/2

"

1' - 4"14' - 5 15/16"6' - 0" OPENING4' - 8 1/16"

19' - 6"

3S-3.1

3S-3.1

3S-3.1



CLEAN CRUSHED ROCK



2x4 @ 16" O.C.INTERIORSTUDWALL


1S-3.1

1S-3.1


CLEAN CRUSHED ROCK

3

S-3.1

2S-3.1

9 2 2

2

2

2

2

62

42

2

2

2

2

62

2

9 2

3' -

8"

WIN

DO

W

4' - 8" WINDOW

4' -

2"

WIN

DO

W

2

1' -

6"

14

' - 6

1/8

" P

ER

FO

RA

TE

D S

HE

AR

WA

LL

15' - 8" OPENING

8 32

2

D1 D2 D3

DA

DB

DC

20

' - 2

1/8

" P

ER

FO

RA

TE

D S

HE

AR

WA

LL

17' - 0 5/16" SHEAR WALL

1' -

4"

21

' - 5

1/2

" P

ER

FO

RA

TE

D S

HE

AR

WA

LL


11 7/8" TJI 210

@ 16" OC

11 7/8" TJI 210 @

16" OC

11 7/8" TJI 210

@ 16" OC

5 1/4" x 11 7/8" 2.0E Parallam PSL

5 1/4" x 11 1/4"2.0E Parallam PSL

5 1/4" x 11 7/8" 2.0E Parallam PSL

11 7/8" TJI 560

@ 16" OC

2X12 @16" OC

11 7/8" TJI 210 @ 16" OC

11 7/8" TJI 210

@ 16" OC

5 1/4" x 11 7/8" 2.0E Parallam PSL

8' - 6"

6' -

10

11

/16

"2

1' -

3 1

/2"

19' - 6" 27' - 6"

5 1/4" x 11 1/4" 2.0E PSL

(2) 2X

12

(2) 2X12 4 5

42

45

4 2

3' -

8"

WIN

DO

W4

' - 8

" W

IND

OW

4' -

8"

WIN

DO

W

4' - 8" WINDOW

4' - 8" WINDOW


(2) 2X12

2X12BLOCKING, USECONT. CS16STRAPS ATTOP ANDBOTTOM

3' - 8" EXTEND STRAP 3 FT

3 5

(2) 2X

12(2) 2X

12

(N) SHEAR WALL


NEW BEAM





1

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WOOD POST

FOOTING

Exp.3-31-2015

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ATETS T

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O

NO. XXXX

R

9/16/2013

15

2006-10

AS NOTED

DATE

SCALE

SHEET

JOB NO.

OF SHEETS

CHECKED

REVISIONS BY

--


INGLEWOOD, CA 90303

(310) 722-XXXX

(310) 679-XXXX FAX

XXXX & ASSOCIATES

-

WEST 112TH STREET



F. K. L.

S-2.4

TY

PE

D-1

ST

FLO

OR

&2

ND

FLO

OR

FR

AM

ING

PL

AN

1/4" = 1'-0"1

TYPE "D" 1ST FLOOR FRAMING PLAN

1/4" = 1'-0"2

TYPE "D" 2ND FLOOR FRAMING PLAN

6


CONCRETE SHALL DEVELOP A MINIMUM 28 DAY COMPRESSIVESTRENGTH OF 3000 PSI.


ALL SILL PLATES SHALL BE BOLTED TO FOUNDATION WITH 5/8" DIA. x 10"A307 BOLTS SPACED 3'-0" MAX. U.O.N. EMBED BOLTS A MINIMUM OF 7"INTO CONCRETE. PROVIDE 3"x3"x1/4" WASHERS AT ALL A.B.'S. PROVIDEMINIMUM OF TWO BOLTS PER PLATE AND ONE BOLT 6" FROM THE ENDOF ALL PLATES.





1.

2.

3.

4.

5.

6.

7.

8.







1.

2.

3.

4.

5.

6.


1/4" = 1'-0"LEGEND


3 1/2" x 11 1/4" 2.0E Parallam PSL

3 1/

2" x

11 1/

4" 2

.0E P

aral

lam

PSL

5 1/4" x 11 1/4" 2.0E Parallam PSL

(2) 2

X12

2X10 @

16" OC

2X10 @

16" OC

2X10 @

16" OC

2X10 @

16" OC

2X10 @ 16" OC

2X10 @ 16" OC

A1 A2 A3

AC

AB

AA

3S-1.2

9S-3.2

9S-3.2

9S-3.2

10S-3.2

10S-3.2

4S-3.3

(2) 2

X12

(2) 2X12

(2) 2X12

(3) 2X12

(2) 2X12(2) 2X12

(2) 2X12

(2) 2

X12(2

) 2X1

2

3' -

0 1

/4"

19

' - 6

"6

' - 6

"3

' - 0

1/4

"

1' - 6 1/4" 19' - 6" 10' - 9 1/4" 19' - 8 3/4" 4' - 11 3/16"

20

' - 1

1 7

/16

"7

' - 1

1 3

/4"

36' - 2" 19' - 2 3/4"

18

' - 0

"

(2) 2x or 4x POSTUP (TYP.)

(2) 2x or 4xPOST UP

2X10 @

16" OC

2X10 @

16" OC

2X10 @

16" OC

A1 A2 A3

AC

AB

AA

5 1/4" x 11 1/4" 2.0E PSL

7' - 0"

(3) 2X

10

(4) 2X

10

(3) 2X

10

0' - 8"

5' - 1 7/8"

3S-1.2

9S-3.2

9S-3.2

9S-3.2

10S-3.2 10

S-3.2

5S-3.3

5 1/4" x 9 1/4" 2.0E

PSL

0' -

6"

(2) 2x or 4x POSTBELOW.

2X10 @

16" OC

19

' - 6

"6

' - 6

"

19' - 6" 30' - 6" 3' - 6"

19' - 6" 30' - 6"

8' -

0"

(N) SHEAR WALL


NEW BEAM





1

1

1

1

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FOOTING

Exp.3-31-2015

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NO. XXXX

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2006-10

AS NOTED

DATE

SCALE

SHEET

JOB NO.

OF SHEETS

CHECKED

REVISIONS BY

--


INGLEWOOD, CA 90303

(310) 722-XXXX

(310) 679-XXXX FAX

XXXX & ASSOCIATES

-

WEST 112TH STREET



F. K. L.

S-2.5

TY

PE

-A C

EIL

ING

&R

OO

F F

RA

MIN

G P

LA

NS

1/4" = 1'-0"1

TYPE "A" ROOF FRAMING PLAN

1/4" = 1'-0"2

TYPE "A" CEILING FRAMING PLAN

7

ROOF PLYWOOD TO BE 5/8" CDX GRADE APA 24/0 W/ 6" E.N., 12" F.N., 6" B.N.ROOF DIAPHRAGM IS UNBLOCKED.


PLACE SHEAR PANEL ON SHEAR WALLS PRIOR TO THE CONSTRUCTION OFINTERSECTING WALLS PER DETAIL 1/S3.3.


ALL HEADERS SHALL BE 4x12 MIN. WITH GRADE D.F. #2 U.O.N.

1.

2.

3.

4.

5.

ROOF FRAMING NOTES:

1/4" = 1'-0"LEGEND

BA

BB

BC

B1 B2 B3

18

' - 0

"


(2) 2x or 4xPOST UP

2X10 @

16" OC

2X10 @

16" OC

2X10 @

16" OC

5 1/4" x 11 1/4" 2.0E PSL

7' - 0"

(3) 2X

10

(4) 2X

10

(3) 2X

10

1' - 11"3' - 10 7/8"

9S-3.2

9S-3.2

9S-3.2

10S-3.2

5S-3.3

5 1/4" x 11 1/4" 2.0E PSL

2X10 @

16" OC

20

' - 0

7/1

6"

6' -

0"

2' -

11 1

/2"

19' - 6" 13' - 9" 16' - 9 1/4"

10S-3.2

9S-3.2

8' -

0"

BA

BB

BC

B1 B2 B3

3 1/2" x 11 1/4" 2.0E Parallam PSL

3 1/

2" x

11 1/

4" 2

.0E P

aral

lam

PSL

5 1/4" x 11 1/4" 2.0E Parallam PSL

(2) 2

X12

2X10 @

16" OC

2X10 @

16" OC

2X10 @

16" OC

2X10 @

16" OC

2X10 @ 16" OC

2X10 @ 16" OC

4S-3.3

(2) 2

X12

(2) 2X12

(2) 2X12

(3) 2X12

(2) 2X12(2) 2X12

(2) 2X12

(2) 2

X12(2

) 2X1

2

9S-3.2

9

S-3.2

9S-3.2

10

S-3.210

S-3.2

3' -

3 1

1/1

6"

20

' - 0

7/1

6"

6' -

0"

2' -

8 3

/8"

9

S-3.2

(N) SHEAR WALL


NEW BEAM





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NO. XXXX

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9/16/2013

15

2006-10

AS NOTED

DATE

SCALE

SHEET

JOB NO.

OF SHEETS

CHECKED

REVISIONS BY

--


INGLEWOOD, CA 90303

(310) 722-XXXX

(310) 679-XXXX FAX

XXXX & ASSOCIATES

-

WEST 112TH STREET



F. K. L.

S-2.6

TY

PE

-B C

EIL

ING

&R

OO

F F

RA

MIN

G P

LA

NS

1/4" = 1'-0"1

TYPE "B" CEILING FRAMING PLAN

1/4" = 1'-0"2

TYPE "B" ROOF FRAMING PLAN

8

ROOF PLYWOOD TO BE 5/8" CDX GRADE APA 24/0 W/ 6" E.N., 12" F.N., 6" B.N.



ALL NAILS SHALL BE COMMON NAILS U.O.N. NAILS SHALL NO BE DRIVENCLOSER TOGETHER THAN 1/2 OF THEIR LENGTH NOR CLOSER TO THE EDGEOF THE MEMBER THAN 1/4 OF THEIR LENGTH. PREDRILL HOLES WHERE WOODTENDS TO SPLIT. THE PENETRATION OF THE NAIL INTO THE PIECE RECEIVINGTHE POINT SHALL NOT BE LESS THAN 1/2 THE NAIL LENGTH.


1.

2.

3.

4.

5.

ROOF FRAMING NOTES:

1/4" = 1'-0"LEGEND

C1 C2 C3

CA

CB

CC

2X10 @

16" OC

2X10 @

16" OC

2X10 @

16" OC

2X10 @

16" OC

(2) 2X10

5 1/4" x 9 1/4" 2.0E

PSL


9S-3.2

9S-3.2

9S-3.2

10S-3.2

10

S-3.2

5 1/4" x 9 1/4" 2.0E

PSL

19' - 6" 24' - 8 13/16" 1' - 11 15/16"

1' -

6"

19

' - 6

"8

' - 0

"2

' - 6

"

C1 C2 C3

CA

CB

CC

5 1/4" x 11 1/4" 2.0E Parallam PSL

3 1/

2" x

11 1/

4" 2

.0E P

aral

lam

PSL

2X10 @

16" OC

2X10 @

16" OC

2X10 @

16" OC

2X10 @ 16" OC

3 1/2" x 11 1/4" 2.0E Parallam PSL

3 1/2" x 11 1/4" 2.0E Parallam PSL

3 1/

2" x

11 1/

4" 2

.0E P

aral

lam

PSL

2X10 @ 16" OC

(2) 2X12

(2) 2X12

9S-3.2

9

S-3.2

9S-3.2

10S-3.2

10S-3.2

(N) SHEAR WALL


NEW BEAM





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Exp.3-31-2015

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NO. XXXX

R

9/16/2013

15

2006-10

AS NOTED

DATE

SCALE

SHEET

JOB NO.

OF SHEETS

CHECKED

REVISIONS BY

--


INGLEWOOD, CA 90303

(310) 722-XXXX

(310) 679-XXXX FAX

XXXX & ASSOCIATES

-

WEST 112TH STREET



F. K. L.

S-2.7

TY

PE

-C C

EIL

ING

&R

OO

F F

RA

MIN

G P

LA

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9

1/4" = 1'-0"1

TYPE "C" CEILING FRAMING PLAN

1/4" = 1'-0"2

TYPE "C" ROOF FRAMING PLAN






1.

2.

3.

4.

5.

ROOF FRAMING NOTES:

1/4" = 1'-0"LEGEND

D1 D2 D3

DA

DB

DC

2X10 @

16" OC

2X10 @

16" OC

2X10 @

16" OC

2X10 @

16" OC

2X10 @

16" OC

2X10 @

16" OC

2X10 @

16" OC

2X10 @

16" OC

(4) 2X

10

(4) 2X

10(3) 2X

10


6' -

10

11

/16

"

27' - 6"

21

' - 3

1/2

"

19' - 6"

9S-3.2

9S-3.2

9S-3.2

10S-3.2

10S-3.2

2X10 @

16" OC

2X10 @ 16" OC

(3) 2X12

(3) 2

X12

2X10 @

16" OC

2X10 @ 16" OC

(3) 2

X12

(3) 2X12

(3) 2X12

(3) 2X12

5 1/4" x 11 1/4" 2.0E Parallam PSL CONTINUOUS

(2) 2X

12

D1 D2 D3

DA

DB

DC

6' -

10

11

/16

"

27' - 6"

21

' - 3

1/2

"

19' - 6"

9S-3.2

9

S-3.2

9S-3.2

10

S-3.2

10S-3.2

(N) SHEAR WALL


NEW BEAM





1

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Exp.3-31-2015

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NO. XXXX

R

9/16/2013

15

2006-10

AS NOTED

DATE

SCALE

SHEET

JOB NO.

OF SHEETS

CHECKED

REVISIONS BY

--


INGLEWOOD, CA 90303

(310) 722-XXXX

(310) 679-XXXX FAX

XXXX & ASSOCIATES

-

WEST 112TH STREET



F. K. L.

S-2.8

TY

PE

-D C

EIL

ING

&R

OO

F F

RA

MIN

G P

LA

NS

10

1/4" = 1'-0"1

TYPE "D" CEILING FRAMING PLAN

1/4" = 1'-0"2

TYPE "D" ROOF FRAMING PLAN






1.

2.

3.

4.

5.

ROOF FRAMING NOTES:

1/4" = 1'-0"LEGEND

SLAB ANDREINFORCEMENT PERPLAN

UNDERLAYMENTPER PLAN

PE

R P

LAN

REINFORCEMENTSEE X/X.X

EXPANSION JOINT

SLAB ANDREINFORCEMENTPER PLAN

COMPACTED FILL PER PLAN

11

8" M

IN.

SILL PLATE AND ANCHORBOLT SPACING PER PLANAND SCHEDULE

E.N.

SHEAR PLYWOOD PERPLAN AND SCHEDULE

STUD WALL PER PLAN



1' - 0"

FINISH GRADE

1'-0

" M

IN.

3" C

LR.

(2) #5 CONT. @TOP & BOT.

#4 TIES @ 16" O.C.

CONT.

#4 @ 16" O.C.

11

CU

RB

6"

0' - 4"

BRICK VENEER PERARCHITECTURAL PLANS

"E"

"E"

"E"

"E"

"E"

"E"

LAP

LAP

STD. HOOK MIN.TURN DOWN IF REQ'D

TYP.

"E"

AT ALL 2-CURTAIN WALLSPROVIDE SPREADERS @4'-0" EA. WAY

2" M

AX.

LAP STD. HOOK MIN. TURN

DOWN IF REQ'D

REVERSE HOOK @CONSECUTIVE BARS

LAP "E"

2" M

AX.

LAP

DOWELS TOMATCH WALL REINF.SIZE & SPACING

"E" = EMBEDMENT LENGTH, SEE DETAIL X/X.X.LAP SPLICE HORIZONTAL WALL STEEL USINGCLASS "B" TOP BAR SPLICES, SEE DETAIL X/X.X.MIN. WALL REINF. U.O.N.WALLS < 8" #4 @ 12" E.W.WALLS > 8" #4 @ 12" E.W., E.F.

NOTES:1.2.

3.

CL OF STRAP

2x BLKG.

JOIST, PERPLAN

STRAP, PERSCHEDULE

NAIL, PER MANUFACTURERSPECIFICATIONS

DBL STUD, TYP. U.O.N. ON PLAN

TOP PLATES

FLOOR PLY PERPLAN

EQ. EQ.PER PLAN

10" MIN. THREAD

1 1/4" NOSING

7 3/

4" M

AX

.

TOP OF LANDING

JOIST HANGER(INTERMEDIATESTRINGERS ONLY)

1 3/4"x11 7/8" 1.93 LVL STAIRSTRINGERS @ 24" O.C. MAX.

2-2x HEADERS

SOLID 2x BLOCKING @ EA. STUDSPACE, BOTH SIDES STAIR, @STRINGER

STAIR TREAD HANGER,SIMPSON TA9

2x TREAD

1x RISER

2x SOLE PLATE 1xRISER

STUDS @ 12" O.C. @STAIRS

NOTESSTAIRWAY TO HAVE MIN. 7' HEADROOM @TOP OF NOSING

HANDRAIL MUST BE SPACED SO NOSPHERE 4"DIA. CAN PASS THROUGH

TOP OF FLOOR

OF SPLICE

4'-0" MIN. LAP4'-0" MIN. LAP

TOP PLATE SPLICE

PLATE JOINTS TOBE OVER STUDS

8-16d EA. SIDE OFSPLICE

HOLE SIZE STRAPS

LESS THAN 1/3PLATE WIDTH

NOT REQ'D

LESS THAN 2/3PLATE WIDTH

ST2122 W/ 416d EA. END

OVER 2/3PLATE WIDTH

ST2125 W/ 616d EA. END

OF PIPE & STRAP

TOP PLATE SPLICE AT PIPE

STRAP EA. SIDEPER TABLE

DBL.TOP PLATE

6" M

AX.

STUD WIDTH40% 5/8" MIN.

SIMPSON RPSSTRAP CENTER ATNOTCH AS REQ'D

STUD WIDTH40%

60% STUD WIDTHW/ DBL. STUDS2 SUCCESSIVEPAIRS ONLY

5/8" MIN.

BEARING WALL NON-BEARING WALL

NOTE: BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF STUD AS A CUT OR NOTCH

SIMPSON STRAP EA. SIDE OFSTUD CENTER AT NOTCH ORBORE WHERE BORING ORNOTCH IS GREATER THAN 2 1/2"IN 2x4 PLATES AND 3 1/2" IN 2x6PLATES

40% STUD WIDTH

60% STUD WIDTH 5/8" MIN.

DOUBLE TOP PLATE

6" M

AX.

MA

X.

1/2"

2x STUDS @ 16" O.C. .0145 SMOOTH LOW VELOCITYPOWDER DRIVEN PINS @ 16" O.C.

CONC. SLAB,SEE PLAN

NOTE:FOR STRUCTURAL BEARING AND SHEAR WALL TO FOOTING CONNECTION,SEE SHEAR WALL SCHEDULE AND FOUNDATION DETAILS

SILL PLATE AND ANCHORBOLT SPACING PER PLANAND SCHEDULE

E.N.


STUD WALL PER PLAN



1' - 8

"

3" C

LR.

(2) #5 CONT. @TOP & BOT.

#4 TIES @ 16" O.C.

11

5"

PER PLAN

Exp.3-31-2015

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NO. XXXX

R

9/16/2013

15

2006-10

AS NOTED

DATE

SCALE

SHEET

JOB NO.

OF SHEETS

CHECKED

REVISIONS BY

--


INGLEWOOD, CA 90303

(310) 722-XXXX

(310) 679-XXXX FAX

XXXX & ASSOCIATES

-

WEST 112TH STREET



F. K. L.

S-3.1

DE

TA

ILS

1" = 1'-0"2

FOOTING @ DRIVEWAY

1" = 1'-0"3

TYPICAL EXTERIOR FOOTING

1/2" = 1'-0"4

TYP. HORIZ. REINF. DETAILS @ WALLS,CONTINUOUS FOOTINGS, & FOOTINGBEAMS

1" = 1'-0"5

TW-01

1" = 1'-0"7

TW-03

1" = 1'-0"8

TOP PLATE DETAILS 1" = 1'-0"

9WALL CUTTING DETAIL

1" = 1'-0"10

TOP PLATE CUTTING DETAIL 1" = 1'-0"

11NON-BEARING WALL DETAIL

1" = 1'-0"1

INTERIOR FOOTING

3/4" = 1'-0"6

Edge distance 3/4" = 1'-0"

12Trench in slab

11

STUD OR JOIST FRAMING

PANEL

CLEARANCES PER PANEL MFR

1/2'' MIN PANEL EDGE DISTANCE

NOTE 2

NOTE 2

NOTE 1

NOTE 1

EN OR BN PER PLAN

I - JOIST FRAMING

NOTE 3

NOTE1

NOTE

NOTE

NOTE 3

3/8'' MIN LUMBER EDGE DISTANCE

2

3

EN OR BN PERPLAN

JOIST, PER PLANSIMPSON CC CAP

2x BLKG. @POST LOCATION

10d NAIL TYP.(4 NAILS PER BLKG.)

BEAM, PER PLAN

POST, PER PLAN

2"2"

1' - 0" 1' - 0"

2' - 0"

12d @ 12" O.C.EA. EDGE, STAGGERED

1/2"Ø M.B. @ 24" O.C.EA. EDGE, STAGGERED

DOUBLE 2x

4 - 2x

TRIPLE 2x

FLOOR OR ROOFJOIST OR TRUSSBOTTOM CHORD

TY

P.

3/8"

GAP

2x4 FLAT @ 24" O.C. BEAM,SEE PLAN

STC CLIPEA. SIDEEA. JOIST

16d T.N. @12" O.C. EA.SIDE

DTC CLIP @24" O.C.,TYP. U.O.N.

2-16dEA. SIDE

2x STUDS@ 16" O.C.,TYP. U.O.N.

16d EA. SIDE OFPENETRATION

TYP. STUDFRAMING PIPE IN WALL

FLOOR PLYWOOD

PARALLEL CONDITION

FLOOR JOIST

TYP. STUD FRAMING

WHERE NOTCH OR DRILLEDHOLES EXCEEDS 50% OF PLATEWIDTH, USE FHA* OR ST6224STRAP EA. SIDE OF STRAP EA. SIDEOF PENETRATION FULLY NAILEDTO DOUBLE TOP PLATE, TYP.

NOTE:WHERE NOTCH OR DRILLED HOLES EXCEEDS50% OF PLATE WIDTH,IN ADDITION TO STRAPS,EXTEND 2'-0" MIN. BEYOND PENETRATION, W/16d T.N. @ 4" O.C. (AT BOTTOM ) AND PLYWOODE.N. TO TOP OF BLKG. (NOTE: NOT REQ'D. @JOIST PARALLEL CONDITION OR WHERE SOLIDBLKG. @ EDGE IS INTACT)

2'-4" TYP. .9'-0"

EQ. EQ.

PLYWOOD E.N.,SEE PLAN

2x SOLID BLKG. @ JOISTSEE PLAN

JOIST, SEE PLAN

CS16 STRAP W/ 10d @ 4' O.C.U.O.N.

PLYWOOD E.N. UPSET / FLUSH BEAM,SEE PLAN

ST STRAP

EQ. EQ.

DOUBLE STUDS (MIN.)OR POST, SEE PLAN

DOUBLE TOP PLATE

STUD WALL

KING AND TRIM STUD

BEAM / HEADER,SEE PLAN

FLUSH W/ TOP PLATEB AT UPSET HANGERC

AT END OF WALL BLOCKINGA

SHEAR CLIPPER SHEAR WALLSCHEDULE

(E) STUDWALL

(N) SHEAR PLY.PER PLAN

E.N.

E.N.


E.N.

REFER TO NAILINGSCHEDULE ON SHEET S 1.1

(E) FLOOR FRAMING

(E) 2x WALL

FLOOR PLY.PER PLAN

(E) FLOORFRAMING

2x BLOCKING @ 16"O.C.

SHEAR CLIPPER SHEAR WALLSCHEDULE

(E) STUDWALL(N) SHEAR PLY.PER PLAN

2x RIM

E.N.

GAP

1/2"

E.N.


E.N.

E.N.

2x SHAPEDBLOCKING

ROOF RAFTERS PERPLAN

E.N.

FRAMING CLIP PERSCHEDULE

ROOF PLYWOOD,PER PLAN

E.N.

PLYWOOD, PER PLAN STUD WALL, PER PLAN

2x FASCIA

CEILING JOIST NAILEDTO R. R. USING (3) 16DNAILS.

DBL TOP PLATE EN. @ JOINT (STAGGER)

HOLD-DOWN POST PER PLAN

EN.

HOLD-DOWN ANCHOR PER PLAN

EN. @ SILL PLATE (STAGGER)

FN.

STUD WALL PER PLAN

DISTANCE; TYP.1/2" MIN. EDGE

JOINT STUD PER SHEARWALL SCHED.

NOTES:1) FOR ITEMS NOT NOTED, SEE PLAN & SHEAR WALL SCHED.2) MINIMUM PANEL DIMENSION IS 1'-0"3) USE FULL SIZE PANELS WHERE POSSIBLE4) FIELD NAILING (FN.) @ 12" U.O.N.5) [3x] SOLID BLKG. @ HORIZ. JOINTS

2x SHAPEDBLOCKING


E.N.

FRAMING CLIP PERSCHEDULE


E.N.

PLYWOOD, PER PLAN STUD WALL, PER PLAN

2x FASCIA

2X BLOCKING AT 16" O.C.NAILED TO R. R. USING (3)16D NAILS.

(2) CEILINGJOITS.

Exp.3-31-2015

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NO. XXXX

R

9/16/2013

15

2006-10

AS NOTED

DATE

SCALE

SHEET

JOB NO.

OF SHEETS

CHECKED

REVISIONS BY

--


INGLEWOOD, CA 90303

(310) 722-XXXX

(310) 679-XXXX FAX

XXXX & ASSOCIATES

-

WEST 112TH STREET



F. K. L.

S-3.2

DE

TA

ILS

1" = 1'-0"1

TYPICAL POST TO BEAM CONNECTION 1" = 1'-0"

2BUILT-UP BEAMS 1" = 1'-0"

3

NON-LOAD BEARING WALL CONNECTIONAT TOP

1" = 1'-0"4

TYPICAL TOP PLATE REINFORCINGDETAIL

1" = 1'-0"5

TW-12

1" = 1'-0"7

FLOOR FRAMING PARALLEL TO EXT.WALL

1" = 1'-0"8

FLOOR FRAMING PERPEND. TO EXT.WALL

1" = 1'-0"9

SECTION AT ROOF

3/4" = 1'-0"6

TYPICAL SHEAR WALL FRAMING

1" = 1'-0"10

SECTION AT ROOF

3/4" = 1'-0"11

PLYWOOD NAILING EDGE DISTANCES

12

8" DIAMETER MAXIMUM

HOLE FOR 117/8" - 16" DEEP

BLOCKING PANELS; 6"

DIAMETER MAXIMUM FOR

BLOCKING PANELS 91/2"

DEEP OR SHORTER THAN

12" LONG.

DO NOT CUT FLANGES.

ATTACH REINFORCEMENT

TO JOIST FLANGE WITH 8D

(0.131" X 2 1/2") NAILS AT 6"

ON-CENTER. WHEN

REINFORCING BOTH SIDES,

STAGGER NAILS.

FACE GRAINHORIZONTAL

4'-0" LENGTH OF3/4" REINFORCEMENT ON

ONE SIDE.

2X RIM BOARD. NAIL WITH10D (0.131" X 3") NAILS, ONEEACH AT TOP AND BOTTOMFLANGE.

2'-0"

maximum

6"

6"

6"

6"

6"

6"

PLAN SECTION

PLAN SECTION

PLAN SECTION

PLAN SECTION

PLAN SECTION

8 @10"O.C.d

d16 @ SPACING TO MATCH SHEAR PANELEDGE NAILING

dE.N.

SHEAR PLY

2x OR 3x

NAILINGPANEL EDGETO MATCH SHEAR16 @ SPACING

POST2x OR 3x

AT PLATEHOLDOWN

E.N.

POST

E.N. W/ 2x OR 3x STUD WHERE SHEARPANEL OCCURS @ CROSS WALLINSTALL INTER-

SECTING WALLAFTER SHEAR PLYIS INSTALLED

WHERE OCCURSHOLDOWN

WALL& POST

POST

HOLDOWN

E.N.

SHEAR PLY

SHEAR PLY

E.N.

HOLDOWN

WALL& POST

POST

& POSTWALL

HOLDOWN

2x TRIMMER

E.N.

SHEAR PLY

A E

B

C

D

2x LEDGER W/ (3)SIMPSON SDS25312SCREWS @ 12" O.C.

(E) FLOOR FRAMING,


STONE OR TILE FINISHW/ GROUT, MAX WEIGHT9 PSF PERMITTED,WATERPROOFING BYOTHERS

2x RIM W/ FRAMING CLIP ASREQ'D PER SHEAR WALLSCHEDULE

E.N.

(E) 2x STUDWALL

2x DECK JOISTS, W/SIMPSON LB210 TOPFLANGE HANGER

2x STUD WALL

EQ

EQ

RIDGE

ROOF PLY

ST22 STRAP E.N.

CL

8d @ 6" O.C. U.O.N. ALONGCOMPLETE RAFTER

2x RIM,PER PLAN

STONE OR TILEFINISH

4x4 POSTS @ 4'-0"O.C. MAX., TYP.

DECK JOISTS,PER PLAN

SDS 1/4"x1 1/2"SCREWS

DTT2Z

1/2" DIA. HDG MACHINEBOLTS

2"

42" M

IN.

E.N.

SIMPSONCS14 COILSTRAP @ EA.CORNER

4x BM. PER PLAN

2x BLKG. W/ A35 CLIPSE.S. E.F., TYP.TYP.

EDGE NAILAROUNDOPENING

B

END LENGTH, TYP.16" MIN.

WA

LL H

EIG

HT

WIDTH OF OPENING

CONCRETE FLOOR OR CURB CONDITION(BEARING WALL - PLYWOOD SHEATHING)

CONCRETE FLOOR OR CURB CONDITION(NON-BEARING WALL )

SINKER NAILS EA. SIDE

LAP PLATES 48" MIN. W/ (16) 16d

HEADERSEE SCHEDULE

EM

BE

D.

9" M

IN.

4" MIN.9" MAX.

END OF SILL ORSILL SPLICE ORHOLE EXCEEDING1/3 SILL WIDTH

5/8" DIA. GALV. HOOKEDA.B.'S @ 16" O.C. MAX.MIN. 2 PER PIECE

2" NOM. SILL, 2-2" NOM. SILL @OPENINGLARGER THAN4'-0"

3" MIN.8" MAX.

2-16d END NAILSOR 4-10d TOE NAILS@ EA. STUD

16d @ 16" O.C. TOJOIST OR BLOCKING @NON-BEARING WALLS

2x S.B. @ 6'-0" MAX.WHERE WALL HEIGHTEXCEEDS 10'-0"

2-16d END NAILS OR2-10d TOE NAILS EA.END

MIN. 2x4 / 2x6 STUDS @ 16" O.C.MAX. TYP. AT BEARING & SHEARWALLS U.O.N. ON PLANS S.A.D. FORSIZE OF NON-BEARING WALLS

SEE NAILING SCHEDULE FORATTACHMENT OF JOIST &BLOCKING AT BEARING WALLSSPLICE TOP PLATE ONLY

OVER STUD SUPPORTS

4-10d TOE NAILS

2-16d TO EA. MEMBEROF BUILT-UP HEADER(20d @ 3x STUDS)

2-16d LOWER PLATETO EA. STUD

16d @ 12" O.C.U.O.N. ON DWGS.

LAP PLATES & 2-16dFACE NAILS @ CORNERSAND INTERSECTIONS

3 STUDS MIN. @CORNERS &INTERSECTIONS

3-16d FACE NAIL ATEXT. WALLS

DBL. STUDS @OPENINGS LARGERTHAN 4'-0" U.O.N.

2" NOM. CRIPPLE TYP.2-2" NOM. CRIPPLES ATOPENINGS LARGERTHAN 6'-0"

2x FOUNDATIONREDWOOD ORPRESSURE TREATDOUGLAS FIR SILLOVER CONCRETE, TYP.

4-10d TOE NAILS

16d @ 24" O.C. @ 2x20d @ 24" O.C. @ 3x

24-16d ALONG GRID A,B

SP

AC

ING

TYP

. JO

IST

MA

X. D

IMEN

SIO

N

2x T

YP

. JO

IST S

PAC

ING

NAIL PLY. TOSOLID BLKG. W/CONT. E.N.

3x SOLID BLKG.U.O.N.

DOUBLE JOISTTYP. U.O.N.

ST6224, TYP. 4LOCATIONS

HANGERSEE SCHEDULE

NOTES:1. 3x SOLID BLKG. AND STRAPS

ARE REQ'D. @ ROOF ONLY,OMIT @ CEILING.

2. S.A.D. AND S.M.D. FOR SIZEAND LOCATION OF OPENING.

ROOF OR CEILINGOPENING

2X4 @ 16" O.C.

SHEAR CLIP SPACINGPER SHEAR SCHEDULE

SHEAR PLYWOOD, PERPLAN

STUDWALL

E.N.

E.N.

8d @ 6" O.C. U.O.N. ALONGCOMPLETE RAFTER

E.N.

2x BLOCKING@ 48" O.C.



CEILINGJOITS.

SHEAR CLIP SPACINGPER SHEAR SCHEDULE

2x BLOCKING@ 48" O.C.

Exp.3-31-2015

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AS NOTED

DATE

SCALE

SHEET

JOB NO.

OF SHEETS

CHECKED

REVISIONS BY

--


INGLEWOOD, CA 90303

(310) 722-XXXX

(310) 679-XXXX FAX

XXXX & ASSOCIATES

-

WEST 112TH STREET



F. K. L.

S-3.3

DE

TA

ILS

3/4" = 1'-0"1

PLAN SECTIONS @ WOOD POSTS

1" = 1'-0"2

DECK SECTION

1" = 1'-0"4

ROOF DETAIL AT RIDGE

1" = 1'-0"7

POST TO DECK CONN.

1" = 1'-0"8

STRAP @ FLOOR OPENING

1/2" = 1'-0"9

STUD WALL FRAMING

1" = 1'-0"10

STRAP @ ROOF OPENING

13

3/4" = 1'-0"3

TJI OVERHANG DETAIL

1" = 1'-0"5

SECTION AT INTERIOR SHEAR WALL 3/4" = 1'-0"6

TYPICAL BUILT UP STUDS/POSTS DETAIL

COLUMN PER PLAN

CC CONNECTOR

BEAMS PER FRAMING PLAN

HW CONNECTOR

16d AT 12" O/C

TIMBERSTRAND RIM JOIST

10d AT TOP AND BOTTOM FLANGE

10d AT 6" O/C OR

UPPER LEVEL SHEAR PANEL

FLOOR TRUSS PER FRAMING PLAN

DBL. TOP PLATE

MINIMIZE SPLITTINGMINIMUM FROM END TOJOIST AT BEARING. 1 1/2"AT EACH SIDE OF TJI1-10d OR 12d BOX NAIL

DBL. TOP PLATE

GRID

WALL FINISH

PER PLANSTUD WALL

WOOD SCREWS

BACKING AS REQUIRED

@ 48" O/C

HANDRAIL

RAIL ANCHOR

AT ENDS

RETURN TO WALL

HANDRAIL SHALL

NOTE:

1 1/2"

1 1/2" MAX

1 1/4" MIN

34" TO

38"

TO

NO

SIN

G

SIMPSON ST6236 STRAPAT CORNER

POST OR TRIPLESTUD AT CORNER

DBL. TOP PLATE

SIMPSON 'BC'

+

+

++ + +

+ + + +

+ + +

+

+ + +

+

+

+

+++ ++

+ ++ + +

+

+

+

+

+

+

+

+

HIP BEAM PER PLAN

DBL.TOP PLATE

DBL.STUDS.BELOW ANDABOVE PSLBEAM.

MST-60 STRAP.AT EACH END OFTHE PSL BEAM.

PSL BEAMPER PLAN.

2 PSL BEAMS PERPLAN, BOLTEDTOGETHER USING1/2" DIA BOLTS TOPAN BOTTOM AT 24"O.C. STAGGERED.

FLOOR JOIST SIZE ANDSPACING PER PLAN.

SHEAR WALL CHORD, SEESHEAR WALL SCHEDULE.

MSTC66B3 PRE-BENT STRAP

(2) 2X12 JOISTS,NAILED TO PSL BEAMUSING 16D NAILS AT6" O.C. TOP & BOTT.

(E) STUD WALL

A35 SHEAR CLIP @ 6" O.C.WHERE SHEAR WALLOCCURS @ OVERHANG

STUD WALLSHEAR PLY.PER PLAN

E.N.


E.N.

E.N.

SEE PLAN FORJOIST SIZE.

SEE PLANS

P.L. BEAM, SEEPLAN FOR SIZE

(E) STUD WALL

A35 SHEAR CLIP @ 6" O.C.WHERE SHEAR WALLOCCURS @ OVERHANG

STUD WALLSHEAR PLY.PER PLAN

E.N.


E.N.

E.N.

SEE PLAN FORJOIST SIZE.

2X12 CONT.

SIMPSON 1212L STRAP

TOP PLATE OR BEAM PERPLAN IN 2X WALL.

HEADER SCHEDULE

MIN. NOMINAL HEADER "D"

NONBEARING BEARING

MAX. OPENINGWIDTH

4'-0"

6'-0"

8'-0"

10'-0"

12'-0"

4"

6"

8"

10"

12"

6"

12"

10"

8"

14"

OVER 12'-0" 3 1/2 X 14 PSL.3 1/2 X 14 PSL.

Exp.3-31-2015

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2006-10

AS NOTED

DATE

SCALE

SHEET

JOB NO.

OF SHEETS

CHECKED

REVISIONS BY

--


INGLEWOOD, CA 90303

(310) 722-XXXX

(310) 679-XXXX FAX

XXXX & ASSOCIATES

-

WEST 112TH STREET



F. K. L.

S-3.4

DE

TA

ILS

1" = 1'-0"1

HOLD DOWN DETAIL AT PSL BEAM (ATBEAM BEARING)

1" = 1'-0"2

HOLD DOWN DETAIL AT PSL BEAM (ATSHEAR WALL CHORD)

1" = 1'-0"3

SHEAR WALL NAILING AT OVERHANG 1" = 1'-0"

4SECTION AT OVERHANG

3/4" = 1'-0"5

L STRAP DETAIL AT CORNER 3/4" = 1'-0"6

HEADER SCHEDULE

3/4" = 1'-0"7

POST TO BEAM CONNECTION 3/4" = 1'-0"

8

FLOOR JOIST TO RIM JOISTCONNECTION

3/4" = 1'-0"9

HANDRAIL DETAIL 3/4" = 1'-0"

10HIP BEAM TO TOP PLATE CONNECTION

14

A

2x4/2x6(6-16d MAXIMUM)

2x6/2x6(9-16d MAXIMUM)(4-16d MAXIMUM)

2x4/2x4 2x4/2x4(4-16d MAXIMUM)

CC

A

C

A

B

AC

A

CC

A

CB

A

A

B C

A

C

A

AC

B

A

C(EDGE DISTANCE)

(EDGE & END DISTANCE)

C TO C

B

C

=

=

A =

7/8" MIN.

1 3/4" MIN.

7/8" MIN.

FRAME JOISTS OR

WHERE JOISTS OR

EDGES, PROVIDE CLIPS.SPECIFIED AT ROOF PLYWHEN BLOCKING IS NOT

RUN LONG DIMENSION OFPLYWOOD PERPENDICULAR

24" MIN. AS SHOWN

NAILING SIZE AND SPACING

ALL JOISTS AND RAFTERS

PLYWOOD ON UNBLOCKEDUSE TONGUE AND GROOVE

COINCIDE WITH PLYWOOD

MIN 3/8" EDGE DISTANCE.

AS NOTED ON PLAN.

NAILS SHALL HAVE A

SHALL BE LAID OUTIN A 48" MODULE TO

STAGGER END JOINTS

TO JOIST OR RAFTER.

RAFTER LAP SPLICE

RAFTERS PER DETAIL 'A'

OCCURS AND PLYWOODJOINT IS CONTINUOUS,

AND ALL SIMILAR MEMBERS.DRAG AND TIE BEAMSPROVIDE B.N. TO TOP PLATES,

7.

PLATE OR SILL

BOUNDARY NAILING (B.N.)

FIELD NAILING (F.N.)

9.

8.

TYPICAL AT ALL

EDGE NAILING (E.N.)

PLYWOOD EDGES

BLOCKING WHEN SPECIFIED

3.

4.

6.

5.

PATTERN.

FLOORS.

1.NOTES:

2.

DETAIL 'B'

ALLY OMITTED)

Z2 "Z" CLIPS AT EA. END

2"x4" FLAT BLOCKING W/

BLOCKING IS SPECIFIC-T&G PLYWOOD OR WHEN

END (NOT REQUIRED ATOR TOE NAIL W/2-16d EA.

JOIST OR RAFTER

E.N.

PLY JOINT

DETAIL 'A'

16D @ 12" O/C

RAFTER BEYONDJOIST OR

AT LAP SPLICE

2" x 4"

PLYWOOD JOINT

E.N.

PLYWOOD

SILL, 2-2x MIN.

MIN. 4x4 POSTCONT. TO TOP PLATE

DOOR OPENING

SHEAR PANEL PER FRAMING PLAN

MIN. 4x4 POSTCONT. TO TOP PLATE

WINDOW OPENING

SILL PER FRAMING PLAN

CMST14 STRAP, FULL WIDTH

4x BLOCKING

SHEAR PANELHEADER PER FRAMING PLAN

CMST14 STRAP, FULL WIDTH

STUD WALL PER PLAN

TOP PLATE PER PLAN

4x BLOCKING

HOLDOWN PER PLAN

HOLDOWNPER PLAN

HOLDOWN PER PLAN

POST PER PLAN

HOLDOWNPER PLAN

SEE PLAN

PLYWOOD E.N.,SEE PLAN

JOIST, SEE PLAN

CS16 STRAP W/ 10d@ 4' O.C. U.O.N.

BEAM / HEADER,SEE PLAN

SEE PLAN

Exp.3-31-2015

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2006-10

AS NOTED

DATE

SCALE

SHEET

JOB NO.

OF SHEETS

CHECKED

REVISIONS BY

--


INGLEWOOD, CA 90303

(310) 722-XXXX

(310) 679-XXXX FAX

XXXX & ASSOCIATES

-

WEST 112TH STREET



F. K. L.

S-3.5

DE

TA

ILS

3/4" = 1'-0"1

SHEAR WALL AT OPENINGS

3/4" = 1'-0"2

MINIMUM CLEARANCES FOR 16d FACENAILING

3/4" = 1'-0"3

PLYWOOD DIAPHRAGM DETAILS

15 3/4" = 1'-0"4

Cantilevered Beam Detail

Documents

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