nf or e lor l be adci - planning.smcgov.org

DA

LE

LOREN FO

RB

ES

CIVIL

HIG

HLA

ND

EST

AT

ES

SA

N M

AT

EO

, C

A

TH

E C

HA

ME

RL

AIN

G

RO

UP

LO

T 6: 2135 T

IC

ON

DE

RO

GA

D

R.

N:\Files\E776\Lo

ts6\E776sg

n.d

wg

, 5/23/2017 11:46:28 A

M, B

rian

Fo

rb

es

AutoCAD SHX Text

SGN

AutoCAD SHX Text

STRUCTURAL GENERAL NOTES

AutoCAD SHX Text

REINFORCING STEEL

AutoCAD SHX Text

GLULAMS/MFR. WD. PROD.

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

LUMBER/CARPENTRY

AutoCAD SHX Text

WOOD TRUSSES

AutoCAD SHX Text

FOUNDATION/SITEWORK

AutoCAD SHX Text

DESIGN LOADS:

AutoCAD SHX Text

STRUCTURAL OBSERVATION REQ.

AutoCAD SHX Text

CONTRACTOR RESPONSIBILITY

AutoCAD SHX Text

C

AutoCAD SHX Text

WIND EXPOSURE =

AutoCAD SHX Text

40 PSF

AutoCAD SHX Text

FLOOR LL =

AutoCAD SHX Text

FLOOR DL =

AutoCAD SHX Text

ROOF LL =

AutoCAD SHX Text

ROOF DL =

AutoCAD SHX Text

WIND VELOCITY =

AutoCAD SHX Text

110 MPH

AutoCAD SHX Text

20 PSF

AutoCAD SHX Text

20 PSF

AutoCAD SHX Text

14 PSF

AutoCAD SHX Text

LIGHT FRAMED WALLS

AutoCAD SHX Text

BASIC-SEISMIC-FORCE-RESISTING SYSTEM

AutoCAD SHX Text

ANALYSIS PROCEDURE

AutoCAD SHX Text

(PER USGS WEBSITE)

AutoCAD SHX Text

(FOR SIMPLIFIED DESIGN)

AutoCAD SHX Text

(PER USGS WEBSITE)

AutoCAD SHX Text

(FOR SIMPLIFIED DESIGN)

AutoCAD SHX Text

4

AutoCAD SHX Text

V plus

AutoCAD SHX Text

V

AutoCAD SHX Text

CEMENT TYPE

AutoCAD SHX Text

0.50

AutoCAD SHX Text

0.45

AutoCAD SHX Text

0.45

AutoCAD SHX Text

4,500

AutoCAD SHX Text

4,500

AutoCAD SHX Text

4,000

AutoCAD SHX Text

f'c Normal Weight and Lightweight Aggregate Concrete, psi

AutoCAD SHX Text

TABLE 4.3.1 AC1318-11 REQUIREMENTS FOR CONCRETE 4.3.1 AC1318-11 REQUIREMENTS FOR CONCRETE AC1318-11 REQUIREMENTS FOR CONCRETE BY EXPOSURE CLASS

AutoCAD SHX Text

SO

AutoCAD SHX Text

S1

AutoCAD SHX Text

S2

AutoCAD SHX Text

S3

AutoCAD SHX Text

CLASS

AutoCAD SHX Text

SEVERITY

AutoCAD SHX Text

CAT.

AutoCAD SHX Text

S

AutoCAD SHX Text

SULFATE

AutoCAD SHX Text

NOT

AutoCAD SHX Text

APPLICABLE

AutoCAD SHX Text

MODERATE

AutoCAD SHX Text

SEVERE

AutoCAD SHX Text

VERY

AutoCAD SHX Text

SEVERE

AutoCAD SHX Text

CONDITION

AutoCAD SHX Text

SULFATE (SO )IN WATER, PPM

AutoCAD SHX Text

0-150

AutoCAD SHX Text

4

AutoCAD SHX Text

1500-10.000

AutoCAD SHX Text

150-1500

AutoCAD SHX Text

(SEAWATER)

AutoCAD SHX Text

>10,000

AutoCAD SHX Text

DISSOLVED

AutoCAD SHX Text

WATER-SOLUBLE

AutoCAD SHX Text

SULFATE (SO )IN SOIL, PERCENT BY WEIGHT

AutoCAD SHX Text

0-0.10

AutoCAD SHX Text

0.10-0.20

AutoCAD SHX Text

0.20-2.00

AutoCAD SHX Text

>2.00

AutoCAD SHX Text

C

AutoCAD SHX Text

CORROSION

AutoCAD SHX Text

PROTECTION

AutoCAD SHX Text

OF REINFORCE-

AutoCAD SHX Text

MENT

AutoCAD SHX Text

NOT

AutoCAD SHX Text

APPLICABLE

AutoCAD SHX Text

MODERATE

AutoCAD SHX Text

SEVERE

AutoCAD SHX Text

C0

AutoCAD SHX Text

C1

AutoCAD SHX Text

C2

AutoCAD SHX Text

CONCRETE DRY OR PROTECTED

AutoCAD SHX Text

FROM MOISTURE

AutoCAD SHX Text

CONCRETE EXPOSED TO MOISTURE

AutoCAD SHX Text

BUT NOT TO EXTERNAL SOURCES OF

AutoCAD SHX Text

CHLORIDES.

AutoCAD SHX Text

CONCRETE EXPOSED TO MOISTURE

AutoCAD SHX Text

AND EXTERNAL SOURCES OF

AutoCAD SHX Text

CHLORIDES FROM DEICING CHEMICALS,

AutoCAD SHX Text

WATER, SEATWATER, OR SPRAY FROM

AutoCAD SHX Text

THESE SOURCES.

AutoCAD SHX Text

NORMAL WT. AGGREGATE

AutoCAD SHX Text

N/A

AutoCAD SHX Text

2,500

AutoCAD SHX Text

NO TYPE

AutoCAD SHX Text

RESTRICTION

AutoCAD SHX Text

II

AutoCAD SHX Text

ADDITIONAL REQUIREMENTS

AutoCAD SHX Text

LIGHTWEIGHT AGGREGATE CONC. (MIN f'c)

AutoCAD SHX Text

Maximum w/cm

AutoCAD SHX Text

+

AutoCAD SHX Text

+

AutoCAD SHX Text

S

AutoCAD SHX Text

pozzolan or slag

AutoCAD SHX Text

II

AutoCAD SHX Text

N/A

AutoCAD SHX Text

N/A

AutoCAD SHX Text

.40

AutoCAD SHX Text

2,500

AutoCAD SHX Text

2,500

AutoCAD SHX Text

5,000

AutoCAD SHX Text

MAX. WATER-SOLUBLE

AutoCAD SHX Text

CHLORIDE ION(Cl ) CONTENT IN CONCRETE PERCENT BY WEIGHT OF CEMENT

AutoCAD SHX Text

-

AutoCAD SHX Text

S

AutoCAD SHX Text

#

AutoCAD SHX Text

REINFORCED

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

PRESTRESSED

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

1.00

AutoCAD SHX Text

0.30

AutoCAD SHX Text

0.15

AutoCAD SHX Text

0.06

AutoCAD SHX Text

0.06

AutoCAD SHX Text

0.06

AutoCAD SHX Text

+

AutoCAD SHX Text

+

AutoCAD SHX Text

Alternative combinations of cermentitious materials of those listed in Table 4.3.1 shall be permitted when tested for sulfate

AutoCAD SHX Text

resistance and meeting criteria in 4.5.1 of ACI 318.

AutoCAD SHX Text

For seawater exposure, other types of portland cements with tricalcium aluminate (C A) contents up to 10 percent are

AutoCAD SHX Text

permitted if the w/cm does not exceed 0.40.

AutoCAD SHX Text

Other available types of cement such as Type III or Type I are permitted in Exposure Classes S1 or S2 it the C A contents

AutoCAD SHX Text

are less than 8 or 5 percent, repsectively.

AutoCAD SHX Text

been determined by service record to improve sulfate resistance when used in concrete containing Type V cement.

AutoCAD SHX Text

Alternatively, the amount of the specific source of the pssolan or slag to be sused shall not be less than the amount tested

AutoCAD SHX Text

in accordance with ASTM C1012 and meeting the criteria of 4.5.1 of ACI 318.

AutoCAD SHX Text

Water-soluable chloride ion content that is contributed from the ingredients include water, aggregates, cerementitious

AutoCAD SHX Text

materials, and admixutres shall be determined on the concrete mixture by ASTM C1218 at age between 29 and 42 days.

AutoCAD SHX Text

Requirements of 7.7.6 of ACI 318 shall be statisfied. See 18.16 of ACI 318 for unbonded tendons.

AutoCAD SHX Text

**

AutoCAD SHX Text

**

AutoCAD SHX Text

+

AutoCAD SHX Text

+

AutoCAD SHX Text

S

AutoCAD SHX Text

II

AutoCAD SHX Text

S

AutoCAD SHX Text

The ammount of the specific source of the possolan or slag to be used shall not be less than the ammount that has

AutoCAD SHX Text

#

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

CORROSION REQUIREMENTS

AutoCAD SHX Text

1.MANUFACTURER SHALL SUPPLY TO THE ARCHITECT/ENGINEER AND MANUFACTURER SHALL SUPPLY TO THE ARCHITECT/ENGINEER AND THE BUILDING DEPARTMENT, CALCULATIONS AND SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. ALL CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED BY A CALIFORNIA REGISTERED PROFESSIONAL ENGINEER. iT SHALL BE THE RESPONSIBILITY OF THE MANUFACTURER TO OBTAIN BUILDING DEPARTMENT APPROVAL FOR CALCULATIONS AND SHOP DRAWINGS PRIOR TO FABRICATION. 2.TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODE FOR ALL LOADS IMPOSED, INCLUDING LATERAL LOADS AND MECHANICAL EQUIPMENT LOADS. 3.ALL CONNECTORS SHALL BE ICC APPROVED AND OF ADEQUATE ALL CONNECTORS SHALL BE ICC APPROVED AND OF ADEQUATE STRENGTH TO RESIST STRESSES DUE TO THE LOADINGS INVOLVED. 4.TOTAL LOAD DEFLECTIONS SHALL BE LIMITED TO L/240 TOTAL LOAD DEFLECTIONS SHALL BE LIMITED TO L/240 5.CROSS BRIDGING AND/OR BRACING SHALL BE PROVIDED AND CROSS BRIDGING AND/OR BRACING SHALL BE PROVIDED AND DETAILED AS REQUIRED TO ADEQUATELY BRACE ALL TRUSSES. 6.EACH TRUSS SHALL BE LEGIBLY BRANDED, MARKED OR OTHERWISE EACH TRUSS SHALL BE LEGIBLY BRANDED, MARKED OR OTHERWISE HAVE PERMANENTLY AFFIXED THERETO THE FOLLOWING INFORMATION LOCATED WITHIN 2 FEET OF THE CENTER OF THE SPAN ON THE FACE OF THE BOTTOM CHORD. a) IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS b) THE DESIGN LOAD c) THE SPACING OF THE TRUSSES 7.DOUGLAS FIR SPECIES TO BE USED FOR TOP AND BOTTOM CHORDS DOUGLAS FIR SPECIES TO BE USED FOR TOP AND BOTTOM CHORDS OF TRUSSES U.N.O.

AutoCAD SHX Text

1.ALL GLUED LAMINATED MEMBERS SHALL BE MADE OF 1-1/2" DOUGLAS FIR ALL GLUED LAMINATED MEMBERS SHALL BE MADE OF 1-1/2" DOUGLAS FIR LAMINATIONS, COMBINATION 24-F PER AITC. 2.IND. APP. GRADE: Fb=2400 PSI; Fv=240 PSI; E=1.8X10 PSI IND. APP. GRADE: Fb=2400 PSI; Fv=240 PSI; E=1.8X10 PSI 6 PSI 3.INDUSTRIAL APPEARANCE GRADE SHALL BE USED, WITH MOISTURE CONTENT INDUSTRIAL APPEARANCE GRADE SHALL BE USED, WITH MOISTURE CONTENT BETWEEN 7 - 14 PERCENT, UNLESS NOTED OTHERWISE. 4.FABRICATOR SHALL BE A MEMBER OF AITC AND ALL FABRICATION SHALL BE FABRICATOR SHALL BE A MEMBER OF AITC AND ALL FABRICATION SHALL BE PERFORMED IN ACCORDANCE WITH AITC A190.1 & ASTM 3737. LUMBER SHALL BE MARKED WITH AN AITC QUALITY MARK INDICATING CONFORMANCE WITH THE COMMERCIAL STANDARD "STRUCTURAL GLUED LAMINATED LUMBER 5.GLUED LAMINATED MEMBERS SHALL BE ACCOMPANIED BY A CERTIFICATE OF GLUED LAMINATED MEMBERS SHALL BE ACCOMPANIED BY A CERTIFICATE OF INSPECTION. CONTRACTOR SHALL BEAR EXPENSES OF INSPECTION AND TESTS. A CERTIFICATE OF INSPECTION SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT. 6.THE FABRICATOR SHALL SUBMIT COMPLETE SHOP DRAWINGS TO BUILDING THE FABRICATOR SHALL SUBMIT COMPLETE SHOP DRAWINGS TO BUILDING DEPARTMENT AND ESI/FME, INC. FOR APPROVAL PRIOR TO FABRICATION. ESI/FME, INC. FOR APPROVAL PRIOR TO FABRICATION. FOR APPROVAL PRIOR TO FABRICATION. 7.ALL GLUED LAMINATED BEAMS WILL HAVE A STANDARD CAMBER BASED ON A ALL GLUED LAMINATED BEAMS WILL HAVE A STANDARD CAMBER BASED ON A RADIUS=1600 UNLESS NOTED OTHERWISE. 8.PARALLAM PSL 2.0E BY I-LEVEL PER ESR-1387 PARALLAM PSL 2.0E BY I-LEVEL PER ESR-1387 fb=2900 PSI; fv=290 PSI; E=2.0 x 10 PSI - RR# 25202 6 PSI - RR# 25202 TIMBERSTRAND LSL 1.55E BY I-LEVEL PER ESR-1387 fb=2325 PSI; fv=310 PSI; E=1.55 x 10 PSI - RR# 25202 6 PSI - RR# 25202 VERSA-LAM PSL 2.0 E BY BOISE CASCADE PER ICC ESR-1040 fb=3100 PSI, fv=285 PSI; E=2.0 x 10 PSI 6 PSI RIGIDLAM LVL 2.0E BY ROSEBURG PER ICC ESR-1210 fb=2900 PSI, fv=285 PSI; E=2.0 x 10 PSI RR#25439 6 PSI RR#25439 RIGIDLAM LVL 1.5E BY ROSEBURG PER ICC ESR-1210 fb=2400 PSI, fv=220 PSI; E=1.5 x 10 PSI RR#25439 6 PSI RR#25439 GLULAM (V4) BY BOISE CASCADE PER ANSI/AITC A190.10 fb=2400 PSI, fv=265 PSI; E=1.8 x 10 PSI 6 PSI 9.PROVIDE MULTIPLE 2x4 SQUASH BLOCKS UNDER BEARING POINT LOAD FROM PROVIDE MULTIPLE 2x4 SQUASH BLOCKS UNDER BEARING POINT LOAD FROM ABOVE TO TOP PLATES BELOW AT FLOOR LEVEL. 10.I-LEVEL I-JOISTS PER ICC ESR#1533, RR#25538 LOUISIANA PACIFIC I-JOISTS I-LEVEL I-JOISTS PER ICC ESR#1533, RR#25538 LOUISIANA PACIFIC I-JOISTS PER ICC ESR#1130, RR#25176 BOISE CASCADE I-JOISTS PER ICC ESR#1336, RR#24999 ROSEBURG I-JOISTS PER ICC ESR#1251, RR#25439 11.PROVIDE DOUBLE I-JOISTS OR DOUBLE I-JOIST BLOCKS WHEN 16d SOLE PROVIDE DOUBLE I-JOISTS OR DOUBLE I-JOIST BLOCKS WHEN 16d SOLE PLATE NAILING IS LESS THAN 4" O.C. AT SHEAR WALL ABOVE. 12.REFER TO I-JOIST MANUFACTURER SPECIFICATION FOR DRILLING OF HOLES REFER TO I-JOIST MANUFACTURER SPECIFICATION FOR DRILLING OF HOLES THRU I-JOIST WEB.

AutoCAD SHX Text

CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A WIND OR SEISMIC FORCE RESISTING SYSTEM/COMPONENT LISTED IN THE "STATEMENT OF SPECIAL INSPECTION" SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING INSPECTORS AND THE OWNER PRIOR TO COMMENCEMENT OF WORK ON SUCH SYSTEM OR COMPONENT PER SECTION 1709.

AutoCAD SHX Text

1.STRUCTURAL OBSERVATIONS SHALL BE PROVIDED IN ACCORDANCE WITH STRUCTURAL OBSERVATIONS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 1709 OF THE CALIFORNIA BUILDING CODE FOR THIS PROJECT. STRUCTURAL OBSERVATION IS DEFINED IN CBC SECTION 1702 AS "...THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM..." 2.STRUCTURAL OBSERVATION SHALL BE PERFORMED BY THE ENGINEER STRUCTURAL OBSERVATION SHALL BE PERFORMED BY THE ENGINEER RESPONSIBLE FOR THE DESIGN OF THE STRUCTURAL SYSTEM, OR BY AN OBSERVER DESIGNATED BY THE ENGINEER OF RECORD. THE STRUCTURAL OBSERVER SHALL BE EMPLOYED BY THE ESI/FME, INC. NOT THE CONTRACTOR. 3.REQUIRED OBSERVATION: SINGLE FAMILY=MODELS / MUTLI-FAMILY=ALL UNITS REQUIRED OBSERVATION: SINGLE FAMILY=MODELS / MUTLI-FAMILY=ALL UNITS A.FOUNDATION (MULTI-FAMILY ONLY) FOUNDATION (MULTI-FAMILY ONLY) B.COMPLETE FRAMING PRIOR TO WRAPPINGCOMPLETE FRAMING PRIOR TO WRAPPING

AutoCAD SHX Text

1.ALL REINFORCING SHALL BE ASTM A-615 GRADE 40 FOR #4 BARS ALL REINFORCING SHALL BE ASTM A-615 GRADE 40 FOR #4 BARS AND SMALLER. ALL REINFORCING SHALL BE ASTM A-615 GRADE 60 FOR #5 BARS AND LARGER. WELDED WIRE FABRIC TO BE ASTM A-185, LAP 1-1/2 SPACES, 9" MIN. FOR STRUCTURAL SLABS ALL REINFORCING #5 AND LARGER TO BE ASTM A-615 GRADE 60. 2.ALL BARS SHALL BE DEFORMED AS PER ASTM A615 / A615M. ALL BARS SHALL BE DEFORMED AS PER ASTM A615 / A615M. 3.ALL BARS SHALL BE CLEAN OF LOOSE FLAKY RUST, GREASE OR ALL BARS SHALL BE CLEAN OF LOOSE FLAKY RUST, GREASE OR OR OTHER MATERIALS LIKELY TO IMPAIR BOND. 4.ALL BENDS SHALL BE MADE COLD. ALL BENDS SHALL BE MADE COLD. 5.SPLICING OF #3-#5 BARS SHALL HAVE A MIN. LAPPING OF 42 SPLICING OF #3-#5 BARS SHALL HAVE A MIN. LAPPING OF 42 DIA. OR 32" MIN., WHICH EVER IS GREATER, IN ALL CONTINUOUS REINFORCEMENT OF FOOTINGS AND CONCRETE WALLS, EXCEPT AS NOTED ON PLANS. MASONRY REINFORCEMENT SHALL HAVE LAPPINGS OF 40 DIA. FOR GRADE 40 & 48 DIA. FOR GRADE 60 MIN. OR 2'-0", WHICH EVER IS GREATER. 6.ALL REINFORCING BARS SHALL BE ACCURATELY AND SECURELY ALL REINFORCING BARS SHALL BE ACCURATELY AND SECURELY PLACED BEFORE POURING CONCRETE. 7.CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AT LEAST CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AT LEAST EQUAL TO THE DIAMETER OF THE BARS. COVER SHALL BE AS FOLLOW: CONCOMASONRY OMASONRY MASONRY A.POURED AGAINST EARTH 3"2" POURED AGAINST EARTH 3"2" 3"2" 2" B.POURED AGAINST FORM BELOW GRADE . . .2"2" POURED AGAINST FORM BELOW GRADE . . .2"2" 2"2" 2" #6 AND LARGER 2"2" 2"2" 2" #5 AND SMALLER . . . . . .1 1/2"1 1/2" 1 1/2"1 1/2" 1 1/2" C.FORMED SLABS1"1" FORMED SLABS1"1" 1"1" 1" D.SLABS ON GRADE (FROM TOP OF SLAB) . .1"1" SLABS ON GRADE (FROM TOP OF SLAB) . .1"1" 1"1" 1" E.COLUMNS AND BEAMS TO MAIN BARS 1 1/2"2" COLUMNS AND BEAMS TO MAIN BARS 1 1/2"2" 1 1/2"2" 2" F.WALLS - EXPOSED TO WEATHER . . . .1 1/2"1 1/2" WALLS - EXPOSED TO WEATHER . . . .1 1/2"1 1/2" 1 1/2"1 1/2" 1 1/2" NOT EXPOSED TO WEATHER, #11 AND SMALLER 3/4"3/4" 3/4"3/4" 3/4"3/4" 3/4" #14 AND #18 . . . . . . .1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"

AutoCAD SHX Text

1.THE FOUNDATION DESIGN IS BASED ON THE FOUNDATION INVESTIGATION THE FOUNDATION DESIGN IS BASED ON THE FOUNDATION INVESTIGATION BY SOIL REPORT SUBMITTED: PER: PROJECT NO. : DATE : 2.THE ALLOWABLE SOIL BEARING VALUE IS 1500 PSF FOR CONTINUOUS FOOTINGS, THE ALLOWABLE SOIL BEARING VALUE IS 1500 PSF FOR CONTINUOUS FOOTINGS, UNLESS NOTED OTHERWISE IN THE DESIGN LOADS BELOW. 3.ALL SITE PREPARATION, EXCAVATION AND COMPACTION SHALL BE DONE ALL SITE PREPARATION, EXCAVATION AND COMPACTION SHALL BE DONE UNDER THE SUPERVISION OF THE SOIL ENGINEER. 4.SEPARATE PERMITS SHALL BE OBTAINED FOR ALL FENCES AND WALLS, AS REQUIRED. SEPARATE PERMITS SHALL BE OBTAINED FOR ALL FENCES AND WALLS, AS REQUIRED. 5.PROVIDE NON-EXPANSIVE FILL AS REQUIRED TO LEVEL PAD. PROVIDE NON-EXPANSIVE FILL AS REQUIRED TO LEVEL PAD. 6.SURFACE WATER WILL DRAIN AWAY FROM BUILDING. DRAINAGE SHALL BE SURFACE WATER WILL DRAIN AWAY FROM BUILDING. DRAINAGE SHALL BE 2% FROM BUILDING TO SWALE LINE. SWALE SHALL DRAIN AT 1% (MIN.) FROM REAR OF BUILDING TO STREET. 7.THERE SHALL BE NO UTILITY TRENCH NEAR THE BUILDING FOUNDATION THERE SHALL BE NO UTILITY TRENCH NEAR THE BUILDING FOUNDATION WHICH EXTEND DEEPER THAN A 45 DEGREE LINE PROJECTED DOWN AND AWAY FROM THE BOTTOM OUTSIDE CORNER OF ANY FOOTING. 8.SLAB SUBGRADE REQUIREMENTS ARE NOT WITHIN THE SCOPE OF WORK SLAB SUBGRADE REQUIREMENTS ARE NOT WITHIN THE SCOPE OF WORK OR LIABILITY OF ESI/FME, INC. THE SUBGRADE CONFIGURATION SHOWN IN DETAIL 1/FD1 OR THE POST-TENSION DETAILS REFLECT THE GENERAL RECOMMENDATIONS OF THE SOILS ENGINEER, AND/OR THE SITE CONDITIONS. IT IS THE RESPONSIBILITY OF THE OWNER TO REVIEW THE SLAB SUBGRADE CONFIGURATION WITH THE SOILS ENGINEER, AND CONCRETE/FLOORING CONTRACTORS, FOR ADEQUATE MOISTURE PROTECTION. PLEASE REFER TO THE SOILS REPORT FOR ADDITIONAL RECOMMENDATIONS. 9.ALL HOLDOWN ANCHORS, POST BASES AND HOLDOWN BOLTS SHALL BE ALL HOLDOWN ANCHORS, POST BASES AND HOLDOWN BOLTS SHALL BE TIED INTO PLACE PRIOR TO FOUNDATION INSPECTION. 10.PLACE 20'-0" REBAR IN FOUNDATION AT SERVICE LOCATIONS. STUB UP PLACE 20'-0" REBAR IN FOUNDATION AT SERVICE LOCATIONS. STUB UP REBAR ABOVE THE FLOOR BY ELECTRIC SERVICE METERS. 11.FOR THE LOCATION OF CONTROL JOINTS, REFER TO THE FOUNDATION PLAN. (ZIP FOR THE LOCATION OF CONTROL JOINTS, REFER TO THE FOUNDATION PLAN. (ZIP STRIP OR EQUAL). MINIMUM OF 20'-0" O.C. EACH WAY IS RECOMMENDED. 12.DRIVEWAY PAVING SHALL BE 4" PORTLAND CEMENT CONCRETE. (5 SACKS MIN.). DRIVEWAY PAVING SHALL BE 4" PORTLAND CEMENT CONCRETE. (5 SACKS MIN.). 13.FOR POST-TENSION SLAB, REFER TO APPROVED PLANS PREPARED BY OTHERS. FOR POST-TENSION SLAB, REFER TO APPROVED PLANS PREPARED BY OTHERS. 14.MINIMUM SLAB REINFORCEMENT AND PAD REQUIREMENT SHALL CONFORM MINIMUM SLAB REINFORCEMENT AND PAD REQUIREMENT SHALL CONFORM TO THE SOILS ENGINEER'S RECOMMENDATIONS, U.N.O..

AutoCAD SHX Text

CORNERSTONE 230-1-5 10-38-15

AutoCAD SHX Text

VERTICAL

AutoCAD SHX Text

SEISMIC

AutoCAD SHX Text

WIND

AutoCAD SHX Text

SEISMIC DESIGN CATEGORY=D

AutoCAD SHX Text

SITE CLASS = C

AutoCAD SHX Text

TRUSS DESIGN: UNINHABITALE ATTICS WHICH QUALIFY FOR LIMITED STORAGE REQUIREMENTS SHALL BE DESIGNED WITH LL=20 PSF AND BOTTOM CHORD DL=10 PSF PER TABLE 1607.1.

AutoCAD SHX Text

Ie= 1

AutoCAD SHX Text

R = 6.5

AutoCAD SHX Text

Fa = 1.0

AutoCAD SHX Text

S = 1 =

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

1.ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE CALIFORNIA ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE CALIFORNIA BUILDING CODE. 2.CONCRETE SHALL BE DESIGNED AND TESTED AS OUTLINED IN THE SPECS. CONCRETE SHALL BE DESIGNED AND TESTED AS OUTLINED IN THE SPECS. 3.ALL CEMENT SHALL CONFORM TO ASTM C-150. PLEASE CROSS-REFERENCE ALL CEMENT SHALL CONFORM TO ASTM C-150. PLEASE CROSS-REFERENCE EXPOSURE CLASS SHOWN BELOW WITH CORROSION TABLE ON SGN-2 FOR CONCRETE REQUIREMENTS 4.FINE AND COARSE AGGREGATE SHALL CONFORM TO ASTM C-33 FOR STANDARD FINE AND COARSE AGGREGATE SHALL CONFORM TO ASTM C-33 FOR STANDARD WEIGHT CONCRETE AND ASTM C-330 FOR LIGHT WEIGHT CONCRETE. 5.ALL AGGREGATE SHALL BE COMPARABLE TO "SAN GABRIEL VALLEY" ALL AGGREGATE SHALL BE COMPARABLE TO "SAN GABRIEL VALLEY" AGGREGATE. THE SHRINKAGE SHALL BE AS PER ASTM C-157 WITH THE AVERAGE DRYING SHRINKAGE AT 28-DAYS NOT EXCEEDING 0.05%. 6.DRYPACK SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT TO NOT DRYPACK SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT TO NOT MORE THAN THREE PARTS SAND. 7.ANCHOR BOLTS, HOLDOWN BOLTS, DOWELS, INSERTS, ETC. SHALL BE ANCHOR BOLTS, HOLDOWN BOLTS, DOWELS, INSERTS, ETC. SHALL BE SECURELY TIED IN PLACE PRIOR TO POURING CONCRETE. 8.CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY WET FOR 10-DAYS CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY WET FOR 10-DAYS OR BY AN APPROVED CURING COMPOUND. 9.REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR MISCELLANEOUS ITEMS TO BE CAST INTO CONCRETE AND FLOOR DEPRESSIONS, PITS, ETC. 10.SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF EXPANSION JOINTS, SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF EXPANSION JOINTS, SCORING, ETC. FOR CONCRETE WALKS AND SLABS. 11.ALL STRUCTURAL CONCRETE, TYPE II OR V F'c = 3,000 PSI ALL STRUCTURAL CONCRETE, TYPE II OR V F'c = 3,000 PSI F'c = 3,000 PSI ALL SLAB-ON-GRADE, TYPE II OR VF'c = 2,500 PSI F'c = 2,500 PSI ALL CONTINUOUS FOOTINGS AND PADS, TYPE II OR VF'c = 2,500 PSI F'c = 2,500 PSI ALL CONCRETE SHALL REACH MINIMUM COMPRESSIVE STRENGTH 28 - DAYS. 12.ALL CONCRETE WITH F'c GREATER THAN 2,500 PSI SHALL HAVE SPECIAL ALL CONCRETE WITH F'c GREATER THAN 2,500 PSI SHALL HAVE SPECIAL INSPECTION PER SECTION 1704 OF THE LATEST CBC UNLESS NOTED OTHERWISE. 13.CONCRETE FOR SLAB ON GRADE SHALL HAVE A MAXIMUM OF 5 in. OF CONCRETE FOR SLAB ON GRADE SHALL HAVE A MAXIMUM OF 5 in. OF SLUMP PER ASTM C-143. 5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE. CEMENT ASTM C-150 TYPE 1 OR 2 MIN. 14.CONCRETE MIX IS TO ADDRESS BLEEDING, SHRINKAGE AND CURLING PER ACI CONCRETE MIX IS TO ADDRESS BLEEDING, SHRINKAGE AND CURLING PER ACI 302-OR-06.

AutoCAD SHX Text

1.THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE ARCHITECT OR ESI/FME, INC. SHALL BE NOTIFIED OF ESI/FME, INC. SHALL BE NOTIFIED OF SHALL BE NOTIFIED OF ANY DISCREPANCY. 2.DIMENSIONING SHALL TAKE PRECEDENCE OVER SCALES SHOWN DIMENSIONING SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. TYPICAL DETAILS AND GENERAL NOTES ARE MINIMUM REQUIREMENTS TO BE USED WHEN CONDITIONS ARE NOT SHOWN OTHERWISE. 3.NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON PROJECT. 4.ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST EDITION OF THE CALIFORNIA BUILDING CODE, AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES AND STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS. 5.APPROVAL BY THE INSPECTOR DOES NOT MEAN APPROVAL OR APPROVAL BY THE INSPECTOR DOES NOT MEAN APPROVAL OR ALLOWABLE FAILURE TO COMPLY WITH THE PLANS AND SPECIFICATIONS. ANY DESIGN WHICH FAILS TO BE CLEAR OR IS AMBIGUOUS MUST BE REFERRED TO THE DESIGNER OR ENGINEER FOR INTERPRETATION OR CLARIFICATION. 6.SEE ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS SEE ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS FOR PITS, TRENCHES, ROOF OPENINGS, DEPRESSIONS ETC. NOT SHOWN ON STRUCTURAL DRAWINGS. 7.VIBRATION EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN VIBRATION EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY ESI/FME, INC. ESI/FME, INC. 8.THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRACING, THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY ESI/FME, INC. THE CONTRACTOR IS RESPONSIBLE FOR THE THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF ALL SHEAR WALLS, ROOF AND FLOOR DIAPHRAGMS AND FINISH MATERIALS. HE SHALL PROVIDE THE NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE AFOREMENTIONED MATERIALS. OBSERVATION VISITS TO THE SITE BY ESI/FME, INC. SHALL NOT INCLUDE INSPECTION OF THE ABOVE ESI/FME, INC. SHALL NOT INCLUDE INSPECTION OF THE ABOVE SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 9.CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE FOUND, ESI/FME, INC. AND ESI/FME, INC. AND AND THE SOIL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 10.CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 11.CONSTRUCTION DOCUMENTS IDENTIFIED AS "BID SET" ON ANY CONSTRUCTION DOCUMENTS IDENTIFIED AS "BID SET" ON ANY OR ALL SHEETS MAY BE SUBJECT TO REVIEW. THIS REVIEW MAY RESULT IN CHANGES WHICH MAY BE MADE TO THE PLANS PRIOR TO THE ISSUANCE OF THE FINAL CONSTRUCTION SET WHICH WILL CONTAIN NO "BID SET" DESIGNATIONS. CONSTRUCTION DOCUMENTS IDENTIFIED AS "BID SET" ARE NOT CONSTRUED AS BEING THE COMPLETED OR FINAL DRAWINGS AND THEY SHOULD NOT IN ANY WAY BE USED AS SUCH. 12.ALL GUARD RAILS AND HANDRAILS SHALL BE DESIGNED TO ALL GUARD RAILS AND HANDRAILS SHALL BE DESIGNED TO WITHSTAND A LATERAL POINT LOAD OF 200 POUNDS APPLIED HORIZONTALLY AT RIGHT ANGLES, AT ANY POINT TO TOP RAIL. A 50 PLF LOAD IS REQUIRED AT 3-STORY AND MULTI-FAMILY. 13.THESE PLANS ARE INTENDED SOLELY FOR THE USE OF THE THESE PLANS ARE INTENDED SOLELY FOR THE USE OF THE OWNER FOR CONSTRUCTION AND ARE EXPRESSLY NOT INTENDED FOR USE IN MARKETING. EXTERIOR ELEVATIONS AND OTHER DETAILS ON THESE PLANS ARE ONLY A REPRESENTATION AND MAY VARY SIGNIFICANTLY FROM THE ACTUAL CONSTRUCTION. 14.SLAB ON GRADE REQUIREMENTS TO BE PER THE SOIL SLAB ON GRADE REQUIREMENTS TO BE PER THE SOIL ENGINEERS RECOMMENDATIONS SOLELY. THE SLAB ON GRADE IS A NON-STRUCTURAL ITEM AND THEREFORE HAS NOT BEEN DESIGNED BY THE STRUCTURAL DESIGN ENGINEER. 15.IN THE EVENT OF CONFLICT BETWEEN THE ARCHITECTURAL IN THE EVENT OF CONFLICT BETWEEN THE ARCHITECTURAL GENERAL NOTES AND THE STRUCTURAL GENERAL NOTES (SHEET SGN), THE MORE STRINGENT REQUIREMENT SHALL GOVERN.

AutoCAD SHX Text

1.ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH THE ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH THE AMERICAN SOFTWOOD LUMBER STANDARD DOC PS 20. 2.ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUG FIR OR REDWOOD WITH SODIUM BORATE (SBX) OR DISODIUM OCTABORATE TETRAHYDRATE (DOT). 3.HOLES FOR BOLTS SHALL BE BORED WITH A BIT 1/32" TO 1/16" LARGER HOLES FOR BOLTS SHALL BE BORED WITH A BIT 1/32" TO 1/16" LARGER THAN THE NOMINAL BOLT DIAMETER. 4.ALL BOLTS SHALL BE RE-TIGHTENED PRIOR TO APPLICATION OF PLYWOOD, ALL BOLTS SHALL BE RE-TIGHTENED PRIOR TO APPLICATION OF PLYWOOD, PLASTER, ETC. 5.STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY NOTED OR DETAILED. 6.2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL 2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS, EXCEPT WHEN LEDGERED. 7.CROSS-BRIDGING SHALL BE PROVIDED AT 8'-0" O.C. MAX. FOR ALL FLOOR CROSS-BRIDGING SHALL BE PROVIDED AT 8'-0" O.C. MAX. FOR ALL FLOOR JOISTS OVER 10" IN DEPTH AND ALL ROOF JOISTS OVER 10" DEPTH. USE SOLID BLOCKING OR AN APPROVED TYPE METAL BRIDGING. WHERE STATED IN PRODUCTS ICC REPORT, CROSS-BRIDGING IS NOT REQUIRED FOR PRE-FABRICATED I-JOISTS. 8.ALL STRUCTURAL PLYWOOD SHALL BE STRUCTURAL II OR C-D GRADE WITH ALL STRUCTURAL PLYWOOD SHALL BE STRUCTURAL II OR C-D GRADE WITH EXTERIOR GLUE UNLESS NOTED OTHERWISE AND CONFORM TO DOC PS1 OR PS2. EACH SHEET SHALL BE IDENTIFIED BY A REGISTERED STAMP D.F.P.A OR A.P.A. 9.ALL BOLTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS UNDER ALL BOLTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS UNDER HEAD AND NUT UNLESS NOTED OTHERWISE. 10.ALL METAL ANCHORS, FASTENERS AND CONNECTORS ETC. SHALL BE FROM ALL METAL ANCHORS, FASTENERS AND CONNECTORS ETC. SHALL BE FROM SIMPSON STRONG-TIE (TM). SUBSTITUTIONS MUST BE PRE-APPROVED IN WRITING BY ESI/FME. ESI/FME. 11.ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR-LARCH, 19% MAX. MOISTURE ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR-LARCH, 19% MAX. MOISTURE CONTENT, OF THE FOLLOWING GRADES UNLESS NOTED OTHERWISE : 2X4 STUDS (UP TO 10') . . . . ."STUD" OR BETTER "STUD" OR BETTER 2X4 STUDS (OVER 10') "NO.2" OR BETTER "NO.2" OR BETTER 2X PLATES & 3X PLATES . . . . .STANDARD" OR BETTER STANDARD" OR BETTER 2X6 STUDSNO.2 NO.2 2X JOIST . . . . . . . . . .NO.2 NO.2 4X10 POST AND SMALLERNO.2 OR STANDARD NO.2 OR STANDARD 4X12 POST AND LARGER . . . . .NO.1 NO.1 BEAMS AND STRINGERS 4X10 AND SMALLER . . . . . . .NO.2 NO.2 4X12 AND LARGERNO.1 NO.1 6X AND 8X . . . . . . . . . .NO.1 NO.1 POST/TIMBERS NO.1 NO.1 ROOF PLANKING AND DECKING..COM.DEX. BOARD SHTG. AND STRIPPING..SUITABLE FOR INTENDED USE. 2012 NDS STRESS VALUES FOR DOUGLAS FIR-LARCH: SINGLE/REPETITIVE 2X4 #2: Fb= 1350/1552 PSI ; Fv=180 psi E=1.6x10 62X6 #2: Fb= 1170/1345 PSI 2X8 #2: Fb= 1080/1242 PSI 2X10 #2: Fb= 990/1138 PSI 2X12 #2: Fb= 900/1150 PSI 2X14 #2: Fb= 810/ 931 PSI 4X4 #2: Fb= 1350 PSI 4X6 #2: Fb= 1170 PSI 4X8 #2: Fb= 1170 PSI 4X10 #2: Fb= 1080 PSI 4X12 #1: Fb= 1100 PSI ; Fv=180 psi E= 1.7x10 64X14 #1: Fb= 1000 PSI 4X16 #1: Fb= 1000 PSI 6X10 #1: Fb= 1350 PSI ; Fv=170 psi, E=1.6x10 66X12 #1: Fb= 1350 PSI 12.ALL NAILING TO BE PER TABLE NUMBER 2304.9.1 OF THE LATEST CALIFORNIA ALL NAILING TO BE PER TABLE NUMBER 2304.9.1 OF THE LATEST CALIFORNIA BUILDING CODE, UNLESS NOTED OTHERWISE. 13.PLYWOOD FLOOR AND ROOF SHEATHING SHALL BE LAID CONTINUOUS OVER TWO PLYWOOD FLOOR AND ROOF SHEATHING SHALL BE LAID CONTINUOUS OVER TWO OR MORE SUPPORTS WITH FACE GRAIN PERPENDICULAR TO SUPPORTS (UNLESS SHOWN OTHERWSE). STAGGER ALL PLYWOOD PANELS A MINIMUM OF 4'-0". 14.WHENEVER LATERAL BRACING OF WEB MEMBER IN TRUSSES IS REQUIRED, THE WHENEVER LATERAL BRACING OF WEB MEMBER IN TRUSSES IS REQUIRED, THE LATERAL BRACE MUST END ON AN EXTERIOR BEARING WALL. 15.FRAMING CONTRACTOR SHALL PROVIDE BACKING AS REQUIRED FOR ALL LIGHT FRAMING CONTRACTOR SHALL PROVIDE BACKING AS REQUIRED FOR ALL LIGHT FIXTURES, CABINETS, WARDROBES, TOWEL BARS, AND HANDRAILS AS REQUIRED AND REQUESTED BY GENERAL CONTRACTOR. 16.EXTERIOR WOOD POSTS AND COLUMNS SUPPORTED BY A CONCRETE SLAB EXTERIOR WOOD POSTS AND COLUMNS SUPPORTED BY A CONCRETE SLAB SHALL BE INSTALLED A MINIMUM OF 8" ABOVE EXPOSED EARTH AND AT LEAST 1" ABOVE SLAB ON METAL POST BASES. (EXCEPTION: POSTS OR COLUMNS OF APPROVED WOOD WITH NATURAL RESISTANCE TO DECAY OR TREATED WOOD). POSTS OR COLUMNS RESTING ON CONCRETE PIERS SURROUNDED BY EXISTING GRADE SHALL BE A MINIMUM OF 8" ABOVE ADJACENT GRADE PER C.B.C. SECT. 2304.11.2.2 ALL ISOLATED INTERIOR AND EXTERIOR WOOD POSTS ATTACHED DIRECTLY TO CONCRETE SHALL BE SECURED WITH SIMPSON 'PB' OR EQUIVALENT. 17.PROVIDE 2x4 FLAT HEADERS AT ALL INTERIOR NON-BEARING OPENINGS UP TO PROVIDE 2x4 FLAT HEADERS AT ALL INTERIOR NON-BEARING OPENINGS UP TO 36 INCHES IN WIDTH AND 4x4 HEADERS FOR OPENINGS 3 TO 6 FEET IN WIDTH. 18.PROVIDE MINIMUM 1/2" CLEARANCE (VOID SPACE) FROM TOP OF ALL INTERIOR PROVIDE MINIMUM 1/2" CLEARANCE (VOID SPACE) FROM TOP OF ALL INTERIOR NON-BEARING PARTITIONS TO ROOF AND CEILING FRAMING ABOVE. 19.ALL EXTERIOR WALLS ADJACENT TO VAULTED CEILINGS SHALL BE BALLOON ALL EXTERIOR WALLS ADJACENT TO VAULTED CEILINGS SHALL BE BALLOON FRAMED WITH CONTINUOUS STUDS TO BOTTOM CHORD OF TRUSS OR RAFTER. U.N.O. 20.WHEN PLYWOOD SIDING IS USED AS AN EXTERIOR OR INTERIOR WALL WHEN PLYWOOD SIDING IS USED AS AN EXTERIOR OR INTERIOR WALL COVERING, PROVIDE SOLID BLOCKING AT ANY HORIZONTAL JOINTS BETWEEN SOLE PLATE AND ANY TOP PLATE. "Z" BAR METAL SHALL BE USED AT EXTERIOR HORIZONTAL JOINTS. 21.INSTALL FIREBLOCKS TO CUT OFF ALL HORIZONTAL AND VERTICAL DRAFT INSTALL FIREBLOCKS TO CUT OFF ALL HORIZONTAL AND VERTICAL DRAFT OPENINGS BETWEEN TWO STORIES AND ROOF ATTIC SPACES. FIREBLOCKS SHALL BE OF 2 INCH NOMINAL THICKNESS. LOCATION OF FIREBLOCKS SHALL INCLUDE: A. STUD WALLS AT FURRED SOFFITS, CEILING AND FLOOR LEVELS. B. AROUND TOP, BOTTOM, SIDES AND ENDS OF SLIDING POCKET DOORS C. BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF RUN AND BETWEEN STUDS IN A WALL PARALLEL AND ADJOINING RUN OF STAIRS. 22.FASTENING OF MULTIPLE MEMBERS: DOUBLE & TRIPLE JOISTS; 16d NAILS AT FASTENING OF MULTIPLE MEMBERS: DOUBLE & TRIPLE JOISTS; 16d NAILS AT 12" O.C STAGGERED (BOTH SIDES FOR TRIPLES). FOUR OR MORE JOISTS; 1/2" DIA. M.B's AT 18" O.C STAGGERED. 4X OR LARGER BEAMS; 1/2" DIA. M.B's AT 12" O.C STAGGERED. 23.ALL ROUGH OR RESAWN BEAMS ARE TO BE FREE OF GRADING STAMP LABELS ALL ROUGH OR RESAWN BEAMS ARE TO BE FREE OF GRADING STAMP LABELS AND FREE OF HEART CENTER. 24.ALL HANGING JOISTS SHALL BE HUNG WITH SIMPSON "LUS" HANGERS U.N.O., ALL HANGING JOISTS SHALL BE HUNG WITH SIMPSON "LUS" HANGERS U.N.O., AND SIMPSON "IUS" FOR TJI's, U.N.O. 25.ALL BEARING WALLS ON A WOOD FLOOR ARE TO BE SUPPORTED WITH DOUBLE ALL BEARING WALLS ON A WOOD FLOOR ARE TO BE SUPPORTED WITH DOUBLE JOISTS OR SOLID BLOCKING UNLESS NOTED OTHERWISE. 26.ALL BEAMS TO BE SUPPORTED WITH FULL BEARING, U.N.O ALL BEAMS TO BE SUPPORTED WITH FULL BEARING, U.N.O 27.ROOF SHEATHING IS TO CONTINUE UNDER CALIFORNIA FRAMING, TYP. ROOF SHEATHING IS TO CONTINUE UNDER CALIFORNIA FRAMING, TYP. 28.APPLY SHEAR WALL PLYWOOD PRIOR TO ALL BOX-OUTS, FUR-OUTS, SOFFITS APPLY SHEAR WALL PLYWOOD PRIOR TO ALL BOX-OUTS, FUR-OUTS, SOFFITS OR ANY OTHER FRAMING THAT MAY INTERRUPT CONTINUITY OF THE PLYWOOD. 29.PROVIDE FURRING AS NEEDED TO ALIGN NON-SHEAR WALLS WITH SHEAR PROVIDE FURRING AS NEEDED TO ALIGN NON-SHEAR WALLS WITH SHEAR WALLS. 30.PROVIDE 4X OR DOUBLE 2X MEMBERS UNDER SOLE PLATE NAILING LESS THAN PROVIDE 4X OR DOUBLE 2X MEMBERS UNDER SOLE PLATE NAILING LESS THAN 4 in. O.C. 31.DOUBLE TOP PLATES w/MIN. 48 in. LAP SPLICES TO BE PROVIDED w/MIN (8) DOUBLE TOP PLATES w/MIN. 48 in. LAP SPLICES TO BE PROVIDED w/MIN (8) 16d's PER TOP PLATE SPLICE. 32.TOP PLATE BREAKS AND SPLICES SHALL OCCUR OVER A STUD OR POST. TOP PLATE BREAKS AND SPLICES SHALL OCCUR OVER A STUD OR POST. 33.SOLID BLOCKING BETWEEN PERPENDICULAR JOIST AT BEARING AND AT SHEAR SOLID BLOCKING BETWEEN PERPENDICULAR JOIST AT BEARING AND AT SHEAR WALLS. 34.ALL EXPOSED BEAMS AND HEAVY TIMBER RECOMMENDED TO BE FREE OF ALL EXPOSED BEAMS AND HEAVY TIMBER RECOMMENDED TO BE FREE OF HEART CENTER. 35.ALL ISOLATED POSTS AND BEAMS TO HAVE SIMPSON PB's AND/ OR BC's ALL ISOLATED POSTS AND BEAMS TO HAVE SIMPSON PB's AND/ OR BC's MINIMUM, UNLESS NOTED OTHERWISE. 36.ALL SIMPSON HD, HTT, HDQ, HDU, PHD, HDA, AND CB HOLDOWNS TO BE ALL SIMPSON HD, HTT, HDQ, HDU, PHD, HDA, AND CB HOLDOWNS TO BE FASTENED TO 4x4 POST MIN., U.N.O. 37.ALL EXTERIOR WALLS ARE TO BE SECURED WITH MIN. 1/2" DIA. x 10" ALL EXTERIOR WALLS ARE TO BE SECURED WITH MIN. 1/2" DIA. x 10" ANCHOR BOLTS AT 72 in. O.C., U.N.O. 38.ALL INTERIOR WALLS TO BE SECURED WITH SHOT PINS PER MANUFACTURER 'S ALL INTERIOR WALLS TO BE SECURED WITH SHOT PINS PER MANUFACTURER 'S RECOMMENDATION, U.N.O. CALCULATIONS GOVERN IN ALL CASES. RECOMMEND SIMPSON .145" DIA. PDP POWER ACTUATED ANCHORS 3" LONG @ 24"o.c. U.N.O. (ICC ESR#2138) OR EQUAL. 39.ALL CONVENTIONAL FRAME PORTIONS OF STRUCTURE ARE TO BE ALL CONVENTIONAL FRAME PORTIONS OF STRUCTURE ARE TO BE CONSTRUCTED PER SECTION 2308 OF THE CALIFORNIA BUILDING CODE, U.N.O. 40.ALL SHOP DRAWINGS ARE TO BE REVIEWED BY THE CONTRACTOR AND THE ALL SHOP DRAWINGS ARE TO BE REVIEWED BY THE CONTRACTOR AND THE ARCHITECT PRIOR TO SUBMITTAL FOR ENGINEER REVIEW. 41.TRUSS MANUFACTURER TO PROVIDE CALCULATIONS, SHOP DRAWINGS, DETAILS, TRUSS MANUFACTURER TO PROVIDE CALCULATIONS, SHOP DRAWINGS, DETAILS, TRUSS HANGERS, BRIDGING AND ERECTION BRACING. 42.PROVIDE DOUBLE 2X SOLE PLATES WITH SOLE PLATE NAILING AS SPECIFIED ON PROVIDE DOUBLE 2X SOLE PLATES WITH SOLE PLATE NAILING AS SPECIFIED ON THE PLANS AT BOTH PLATES WHERE 1 1/2" LIGHT WEIGHT CONCRETE IS USED AT THE FLOOR. 43.WHERE BOTH TOP PLATES ARE BROKEN, STRAP WITH ST6224 MIN. U.N.O. WHERE BOTH TOP PLATES ARE BROKEN, STRAP WITH ST6224 MIN. U.N.O. 44.COMMON NAILS SHALL BE USED FOR ALL PLY SHEATHING TOP PLATE SPLICES. COMMON NAILS SHALL BE USED FOR ALL PLY SHEATHING TOP PLATE SPLICES. BOX NAILS MAY BE USED AT SOLE PLATE NAILING. ALL HARDWARE SHALL BE INSTALLED WITH NAILS PER THE MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. 45.ALL HEADERS SHALL BE FRAMED WITH A MINIMUM OF (1) 2X4 TRIMMER AND ALL HEADERS SHALL BE FRAMED WITH A MINIMUM OF (1) 2X4 TRIMMER AND (1) 2X4 KING STUD AT EACH END, U.N.O. 46.AT ANY SOLE PLATES OR TOP PLATES CUT FOR PIPES, PROVIDE A .058" AT ANY SOLE PLATES OR TOP PLATES CUT FOR PIPES, PROVIDE A .058" THICK (16 GA.) AND 1 " WIDE PLATE ACROSS EACH SIDE OF OPENING WITH 12" WIDE PLATE ACROSS EACH SIDE OF OPENING WITH NOT LESS THAN (6) 16d NAILS. 47.PROVIDE SOLID BLOCKING AT SOFFIT CEILINGS. PROVIDE SOLID BLOCKING AT SOFFIT CEILINGS. 48.SHEAR SHALL BE CONTINUOUS FROM BOTTOM PLATES TO TOP PLATES., U.N.O. SHEAR SHALL BE CONTINUOUS FROM BOTTOM PLATES TO TOP PLATES., U.N.O. 49.STAIR STRINGER SHALL BE 2x12 DF#1 U.N.O. STAIR STRINGER SHALL BE 2x12 DF#1 U.N.O. 50.A SINGLE TOP PLATE IS PERMITTED PROVIDED THE PLATE IS ADEQUATELY TIED A SINGLE TOP PLATE IS PERMITTED PROVIDED THE PLATE IS ADEQUATELY TIED AT JOINTS, CORNERS AND INTERSECTING WALLS BY AT LEAST THE EQUIVALENT OF 3 IN, X 6 IN. X .036 IN. THICK GALVANIZED STEEL PLATE THAT IS NAILED TO EACH WALL OR SEGMENT OF WALL BY (6) 8d NAILS OR EQUIVALENT.

AutoCAD SHX Text

EQUIVALENT FORCE METHOD

AutoCAD SHX Text

SHEET: OF:

AutoCAD SHX Text

JOB NO.

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text

STRUCTURAL ENGINEERS

AutoCAD SHX Text

FAX: 714-835-2819

AutoCAD SHX Text

PHONE: 714-835-2800

AutoCAD SHX Text

SANTA ANA, CA 92701

AutoCAD SHX Text

JN.-

AutoCAD SHX Text

,INC.

AutoCAD SHX Text

1800 E. 16TH ST. STE B

AutoCAD SHX Text

E776

AutoCAD SHX Text

05/23/2017

AutoCAD SHX Text

-

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

G

AutoCAD SHX Text

I

AutoCAD SHX Text

F

AutoCAD SHX Text

C

AutoCAD SHX Text

A

AutoCAD SHX Text

S

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

T

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

G

AutoCAD SHX Text

I

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text

F

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

D

AutoCAD SHX Text

P

AutoCAD SHX Text

I

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text

E

AutoCAD SHX Text

N

AutoCAD SHX Text

A

AutoCAD SHX Text

L

AutoCAD SHX Text

N

AutoCAD SHX Text

T

AutoCAD SHX Text

A

AutoCAD SHX Text

E

AutoCAD SHX Text

T

AutoCAD SHX Text

O

AutoCAD SHX Text

R

AutoCAD SHX Text

N

AutoCAD SHX Text

O

AutoCAD SHX Text

I

AutoCAD SHX Text

A

AutoCAD SHX Text

I

AutoCAD SHX Text

F

AutoCAD SHX Text

L

AutoCAD SHX Text

C 30407

AutoCAD SHX Text

PLOT DATE

AutoCAD SHX Text

-

AutoCAD SHX Text

05/23/2017

AutoCAD SHX Text

E776

AutoCAD SHX Text

5-2-17 BDC

AutoCAD SHX Text

LATERAL SHEAR NOTES:

AutoCAD SHX Text

2X6 AT 12" O.C

AutoCAD SHX Text

FRAMING LEGEND:

AutoCAD SHX Text

2X6 AT 24" O.C

AutoCAD SHX Text

2X8 AT 16" O.C

AutoCAD SHX Text

2X8 AT 12" O.C

AutoCAD SHX Text

2X8 AT 24" O.C

AutoCAD SHX Text

2X6 AT 16" O.C

AutoCAD SHX Text

2X10 AT 16" O.C

AutoCAD SHX Text

2X10 AT 24" O.C

AutoCAD SHX Text

2X12 AT 12" O.C

AutoCAD SHX Text

(2)2X10 AT 16" O.C

AutoCAD SHX Text

2X10 AT 12" O.C

AutoCAD SHX Text

2X12 AT 24" O.C

AutoCAD SHX Text

(2)2X12 AT 16" O.C

AutoCAD SHX Text

TRUSS AT 24" O.C

AutoCAD SHX Text

2X12 AT 16" O.C

AutoCAD SHX Text

P

AutoCAD SHX Text

T

AutoCAD SHX Text

M

AutoCAD SHX Text

N

AutoCAD SHX Text

J

AutoCAD SHX Text

K

AutoCAD SHX Text

L

AutoCAD SHX Text

H

AutoCAD SHX Text

G

AutoCAD SHX Text

D

AutoCAD SHX Text

F

AutoCAD SHX Text

E

AutoCAD SHX Text

C

AutoCAD SHX Text

B

AutoCAD SHX Text

A

AutoCAD SHX Text

DECK JOISTS (SLOPED AS REQUIRED)

AutoCAD SHX Text

INDICATES SPAN AND DIRECTION OF

AutoCAD SHX Text

ROOF JOISTS AND RAFTERS

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

CEILING JOISTS

AutoCAD SHX Text

FLOOR JOISTS

AutoCAD SHX Text

TRUSSES

AutoCAD SHX Text

CEILING JOIST SCHEDULE

AutoCAD SHX Text

2x8

AutoCAD SHX Text

2x6

AutoCAD SHX Text

2x4

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

16-'1"

AutoCAD SHX Text

24" O.C.

AutoCAD SHX Text

12" O.C.

AutoCAD SHX Text

16" O.C.

AutoCAD SHX Text

24" O.C.

AutoCAD SHX Text

16" O.C.

AutoCAD SHX Text

12" O.C.

AutoCAD SHX Text

12" O.C.

AutoCAD SHX Text

16" O.C.

AutoCAD SHX Text

24" O.C.

AutoCAD SHX Text

SPACING

AutoCAD SHX Text

18'-3"

AutoCAD SHX Text

20'-4"

AutoCAD SHX Text

11'-6"

AutoCAD SHX Text

13'-4"

AutoCAD SHX Text

14'-6"

AutoCAD SHX Text

9'-1"

AutoCAD SHX Text

8'-4"

AutoCAD SHX Text

7'-2"

AutoCAD SHX Text

SPAN GRADE NO 2.

AutoCAD SHX Text

INDICATES INTERIOR BEARING WALL

AutoCAD SHX Text

HEADERS AND BEAMS, REFER TO ENGINEERING CALCS.

AutoCAD SHX Text

#

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

MARK: DESCRIPTION

AutoCAD SHX Text

SPN6: 16d SOLE PLATE NAILING @ 6" O.C.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

FRAMING NOTES LEGEND

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

SCR3: 1/4" x 4 1/2" SDS SCREWS @ 3" O.C.

AutoCAD SHX Text

I-JOIST TABLE

AutoCAD SHX Text

a)

AutoCAD SHX Text

I-JOIST @ 16" O.C.

AutoCAD SHX Text

I-JOIST @ 19.2" O.C.

AutoCAD SHX Text

Z-

AutoCAD SHX Text

Y-

AutoCAD SHX Text

I-JOIST @ 16" O.C.

AutoCAD SHX Text

I-JOIST @ 12" O.C.

AutoCAD SHX Text


AutoCAD SHX Text

X-

AutoCAD SHX Text

W-

AutoCAD SHX Text

V-

AutoCAD SHX Text

a)

AutoCAD SHX Text

-

AutoCAD SHX Text

d)

AutoCAD SHX Text

b)

AutoCAD SHX Text

c)

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

d)

AutoCAD SHX Text

b)

AutoCAD SHX Text

c)

AutoCAD SHX Text


AutoCAD SHX Text

I-JOIST @ 16" O.C.

AutoCAD SHX Text

I-JOIST @ 12" O.C.

AutoCAD SHX Text

S-

AutoCAD SHX Text

U-

AutoCAD SHX Text

R-

AutoCAD SHX Text

SPACING

AutoCAD SHX Text

I-JOIST @ 12" O.C.

AutoCAD SHX Text

Q-

AutoCAD SHX Text

MARK

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

d)

AutoCAD SHX Text

c)

AutoCAD SHX Text

b)

AutoCAD SHX Text

SIZE &

AutoCAD SHX Text

MANUFACTURER OPTIONS

AutoCAD SHX Text

a)

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

APPLY SHEAR PRIOR TO FRAMING OF PERPENDICULAR WALL AND/OR BOX-OUTS. (WHERE APPLICABLE)

AutoCAD SHX Text

M=LINDICATES (1) 1 3/4" x DEPTH OF JOIST MICROLAM LVL 1.9 E INDICATES (1) 1 3/4" x DEPTH OF JOIST MICROLAM LVL 1.9 E PSLINDICATES PARALLAM PSL 2.0 E INDICATES PARALLAM PSL 2.0 E TSRINDICATES 1 1/2" BY DEPTH OF JOIST TIMBERSTRAND RIM INDICATES 1 1/2" BY DEPTH OF JOIST TIMBERSTRAND RIM E.N.INDICATES EDGE NAILING @ 6" O.C. INDICATES EDGE NAILING @ 6" O.C. G.T.GIRDER TRUSS GIRDER TRUSS C-TMINDICATES CONNECTION BY TRUSS MANUFACTURERINDICATES CONNECTION BY TRUSS MANUFACTURER

AutoCAD SHX Text

BLOCKING NOT REQUIRED WHEN LIGHTWEIGHT CONCRETE IS PLACED OVER SUBFLOOR.

AutoCAD SHX Text

PANEL EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH

AutoCAD SHX Text

*

AutoCAD SHX Text

FLOOR: *

AutoCAD SHX Text

1/2"(OR 15/32) STRUCT. I WOOD PANEL WITH 10d COMMON NAILS AT 2" O.C AT

AutoCAD SHX Text

1/2"(OR 15/32) WOOD STRUCTURAL PANEL WITH 10d COMMON NAILS AT 2" O.C AT

AutoCAD SHX Text

3/8" WOOD STRUCTURAL PANEL WITH 8d COMMON NAILS AT 4" O.C AT

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

15.

AutoCAD SHX Text

14.

AutoCAD SHX Text

13.

AutoCAD SHX Text

12.

AutoCAD SHX Text

11.

AutoCAD SHX Text

10.

AutoCAD SHX Text

640 PLF

AutoCAD SHX Text

870 PLF

AutoCAD SHX Text

...........

AutoCAD SHX Text

770 PLF

AutoCAD SHX Text

...........

AutoCAD SHX Text

...........

AutoCAD SHX Text

490 PLF

AutoCAD SHX Text

...........

AutoCAD SHX Text

350 PLF

AutoCAD SHX Text

260 PLF

AutoCAD SHX Text

...........

AutoCAD SHX Text

...........

AutoCAD SHX Text

DOUGLAS FIR-LARCH

AutoCAD SHX Text

FRAMING MEMBERS

AutoCAD SHX Text

AT 16" O.C

AutoCAD SHX Text

#

AutoCAD SHX Text

%%UVERTICAL:

AutoCAD SHX Text

PII 32/16, w/10d's AT 6" O.C AT EDGES AND BOUNDARIES, 12" O.C FIELD.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

AT 16" O.C

AutoCAD SHX Text

FRAMING MEMBERS

AutoCAD SHX Text

DOUGLAS FIR-LARCH

AutoCAD SHX Text

#

AutoCAD SHX Text

%%UHORIZONTAL:

AutoCAD SHX Text

...........

AutoCAD SHX Text

AND 10d COMMON NAILS AT 2" O.C STAGG. AT BOUNDARIES, 3" O.C.

AutoCAD SHX Text

...........

AutoCAD SHX Text

...........

AutoCAD SHX Text

AND 10d COMMON NAILS AT 2.5" O.C STAGG. AT BOUNDARIES, 4" O.C.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

AND 10d COMMON NAILS AT 6" O.C AT BOUNDARIES, 6" O.C.

AutoCAD SHX Text

BLOCKED PLYWOOD DIAPHRAGM WITH 19/32" WOOD STRUCTURAL PANEL

AutoCAD SHX Text

320 PLF

AutoCAD SHX Text

27.

AutoCAD SHX Text

24.

AutoCAD SHX Text

...........

AutoCAD SHX Text

20.

AutoCAD SHX Text

730 PLF

AutoCAD SHX Text


AutoCAD SHX Text

640 PLF

AutoCAD SHX Text


AutoCAD SHX Text

425 PLF

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

...........

AutoCAD SHX Text

545 PLF

AutoCAD SHX Text

23.

AutoCAD SHX Text

...........

AutoCAD SHX Text


AutoCAD SHX Text

...........

AutoCAD SHX Text


AutoCAD SHX Text

...........

AutoCAD SHX Text

21.

AutoCAD SHX Text

240 PLF

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

320 PLF

AutoCAD SHX Text


AutoCAD SHX Text

22.

AutoCAD SHX Text

480 PLF

AutoCAD SHX Text

AT 24" O.C

AutoCAD SHX Text

#

AutoCAD SHX Text

DOUGLAS FIR-LARCH

AutoCAD SHX Text

WOOD STRUCTURAL PANELS. U.N.O.

AutoCAD SHX Text

HORIZONTAL DIAPHRAGM VALUES FOR 3/8" WOOD STRUCTURAL PANELS MAY BE USED FOR 15/32"

AutoCAD SHX Text

FRAMING MEMBERS

AutoCAD SHX Text

JOIST SPACING EQUAL TO OR LESS THAN 24" O.C: 15/32"WOOD STRUCTURAL PANEL PII 32/16,

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

15

AutoCAD SHX Text

12

AutoCAD SHX Text

ROOF:

AutoCAD SHX Text

ALL ROOF AND FLOOR SHEATHING TO BE EXPOSURE I OR EXTERIOR

AutoCAD SHX Text

WITH 8d's AT 6" O.C AT EDGES AND BOUNDARIES, 12" O.C FIELD.

AutoCAD SHX Text

%%UHORIZONTAL:

AutoCAD SHX Text

(3/8" PANEL VALUES AND NAILING BELOW MAY BE USED FOR 15/32" PANELS)

AutoCAD SHX Text

25.

AutoCAD SHX Text

26.

AutoCAD SHX Text

%%UHORIZONTAL: (3/8" @ CEILING LIDS, 15/32" @ ROOF SHT'G)

AutoCAD SHX Text

EDGES AND 12" O.C AT FIELD

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

(TABLE 2306.2.1)

AutoCAD SHX Text

A.WOOD STRUCTURAL PANEL: MATERIAL APPROVED BY APA, PFS/TECO OR PITTSBURG WOOD STRUCTURAL PANEL: MATERIAL APPROVED BY APA, PFS/TECO OR PITTSBURG TESTING LABORATORIES THESE VALUES ARE FOR DOUG-FIR LARCH OR SOUTHERN PINE, OTHER LUMBER SPECIES MAY DIFFER IN SHEAR CAPACITIES. B.PROVIDE 2X BLOCKING AT HORIZONTAL WOOD STRUCTURAL PANEL PANEL JOINTS. PROVIDE 2X BLOCKING AT HORIZONTAL WOOD STRUCTURAL PANEL PANEL JOINTS. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3X WHEN NAILING IS 2.5" O.C. OR LESS. C.WHERE WOOD STRUCTURAL PANEL IS APPLIED ON BOTH FACES OF WALL AND NAIL SPACING IS WHERE WOOD STRUCTURAL PANEL IS APPLIED ON BOTH FACES OF WALL AND NAIL SPACING IS LESS THAN 6" O.C, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3X OR WIDER AND NAILS STAGGERED ON EACH SIDE. D.FOR SHEAR WALLS TO USE THE FOLLOWING: FOR SHEAR WALLS TO USE THE FOLLOWING: 1) USE 3x MEMBER @ PANEL JOINTS & HORIZONTAL BLOCKING 2) EDGE NAILING SHALL BE STAGGERED E.10d SHORT BOX NAILS MAY BE USED IN LIEU OF 8d COMMON NAILS @ SHEAR WALLS ONLY. 10d SHORT BOX NAILS MAY BE USED IN LIEU OF 8d COMMON NAILS @ SHEAR WALLS ONLY. F.REQUIRED PLATE WASHERS AT SHEAR WALLS TO BE: 3" x 3" x .229" STEEL PLATE REQUIRED PLATE WASHERS AT SHEAR WALLS TO BE: 3" x 3" x .229" STEEL PLATE U.N.O. WITH SUB SCRIPT c WHERE STANDARD CUT WASHERS ARE OKAY (SDPWS SECT. 4.3.6.4.3) WASHER MAY BE SLOT CUT PROVIDED A STANDARD CUT WASHER IS PROVIDED BETWEEN THE WASHER AND NUT. WASHER TO BE INSTALLED WITHIN 1/2" OF SHEATHED SIDE OF PLATE. G.A STANDARD CUT WASHER MAY BE USED AT ALL NON-SHEAR WALL LOCATIONS WITH ANCHOR BOLTS.A STANDARD CUT WASHER MAY BE USED AT ALL NON-SHEAR WALL LOCATIONS WITH ANCHOR BOLTS.

AutoCAD SHX Text

1.AT GABLE END WALLS IF PLY SHEAR IS RUN UP TO AND NAILED TO AT GABLE END WALLS IF PLY SHEAR IS RUN UP TO AND NAILED TO BOT. CHORD OF TRUSS -OK TO OMIT A35's AND PLATE SPICE NAILING 2.AT EXT WALLS IF PLY SHEAR IS RUN UP TO AND NAILED TO T.S.R. AT EXT WALLS IF PLY SHEAR IS RUN UP TO AND NAILED TO T.S.R. -OK TO OMIT A35's AND PLATE SPICE NAILING AND 2 FLOOR SPECIAL ND FLOOR SPECIAL SILL PLATE NAILING, BUT ADD ST6224 AT EACH RIM SPLICE.

AutoCAD SHX Text

JOIST SPACING EQUAL TO OR LESS THAN 24" O.C: 23/32" WOOD STRUCTURAL PANEL T&G SHTG,

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

( 2013 CBC, SDPWS-2008 ; SEISMIC DESIGN CATEGORY D & E )

AutoCAD SHX Text

{ TABLE 4.3A, AFPA SDPWS-2008 }

AutoCAD SHX Text

AT EDGES AND 10" O.C AT FIELD

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

11 7/8" TJI / 230

AutoCAD SHX Text

14" TJI / 230

AutoCAD SHX Text

14" TJI / 360

AutoCAD SHX Text

S = 2.563S = 2.563

AutoCAD SHX Text

SDs = 1.709

AutoCAD SHX Text

Fv = 1.3

AutoCAD SHX Text

V = 0.239 W

AutoCAD SHX Text

V = 0.239 W

DA

LE

LOREN FO

RB

ES

CIVIL

HIG

HLA

ND

EST

AT

ES

SA

N M

AT

EO

, C

A

TH

E C

HA

ME

RL

AIN

G

RO

UP

LO

T 6: 2135 T

IC

ON

DE

RO

GA

D

R.

N:\Files\E776\Lo

ts6\E776s6-1.d

wg

, 5/23/2017 11:46:38 A

M, B

rian

Fo

rb

es

AutoCAD SHX Text

SCALE : 1/4" = 1'-0"

AutoCAD SHX Text

S6-1

AutoCAD SHX Text

FOUNDATION PLAN

AutoCAD SHX Text

SHEET: OF:

AutoCAD SHX Text

JOB NO.

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text


AutoCAD SHX Text

FAX: 714-835-2819

AutoCAD SHX Text

PHONE: 714-835-2800

AutoCAD SHX Text

SANTA ANA, CA 92701

AutoCAD SHX Text

JN.-

AutoCAD SHX Text

,INC.

AutoCAD SHX Text


AutoCAD SHX Text

E776

AutoCAD SHX Text

05/23/2017

AutoCAD SHX Text

-

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

G

AutoCAD SHX Text

I

AutoCAD SHX Text

F

AutoCAD SHX Text

C

AutoCAD SHX Text

A

AutoCAD SHX Text

S

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

T

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

G

AutoCAD SHX Text

I

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text

F

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

D

AutoCAD SHX Text

P

AutoCAD SHX Text

I

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text

E

AutoCAD SHX Text

N

AutoCAD SHX Text

A

AutoCAD SHX Text

L

AutoCAD SHX Text

N

AutoCAD SHX Text

T

AutoCAD SHX Text

A

AutoCAD SHX Text

E

AutoCAD SHX Text

T

AutoCAD SHX Text

O

AutoCAD SHX Text

R

AutoCAD SHX Text

N

AutoCAD SHX Text

O

AutoCAD SHX Text

I

AutoCAD SHX Text

A

AutoCAD SHX Text

I

AutoCAD SHX Text

F

AutoCAD SHX Text

L

AutoCAD SHX Text

C 30407

AutoCAD SHX Text

PLOT DATE

AutoCAD SHX Text

-

AutoCAD SHX Text

05/23/2017

AutoCAD SHX Text

E776

AutoCAD SHX Text

5-2-17 BDC

AutoCAD SHX Text

FOUNDATION PLAN 6A6AA

AutoCAD SHX Text

FOUNDATION INFORMATION:

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

FOUNDATION NOTES:

AutoCAD SHX Text

ANCHOR BOLT LEGEND:

AutoCAD SHX Text

REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS

AutoCAD SHX Text

ALL DIMENSIONS SHALL BE VERIFIED WITH THE ARCHITECTS DRAWINGS ANY DISCREPANCIES SHALL BE RESOLVED PRIOR TO COMMENCING OF WORK.

AutoCAD SHX Text

WHEN REQUIRED BY LOCAL BUILDING DEPARTMENT ALL ANCHOR BOLTS AND HOLDOWN BOLTS TO BE SET IN PLACE PRIOR TO CITY FOUNDATION INSPECTION

AutoCAD SHX Text

1.FOUNDATION SIZES, DEPTHS, AND REINFORCEMENT ARE AS RECOMMENDED WITHIN FOUNDATION SIZES, DEPTHS, AND REINFORCEMENT ARE AS RECOMMENDED WITHIN THE OWNER/DEVELOPER'S SOILS ENGINEERS REPORT. SOILS ENGINEER TO PROVIDE FOUNDATION INSPECTION AS OUTLINED IN LATEST SOIL REPORT. 2.OWNER/DEVELOPER AND SUBCONTRACTORS ARE TO REVIEW THE SOILS REPORT OWNER/DEVELOPER AND SUBCONTRACTORS ARE TO REVIEW THE SOILS REPORT PRIOR TO COMMENCING CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE OWNER, DEVELOPER AND SUBCONTRACTOR TO VERIFY THAT THE REPORT IS CURRENT AND PLAN REQUIREMENTS ARE CONSISTENT WITH ANY UPDATED SOIL REPORTS. ESI/FME IS TO BE SUPPLIED WITH ALL UPDATED REPORTS.

AutoCAD SHX Text

AB32: 1/2" DIA. X 10" ANCHOR BOLTS AT 32" O.C. : 1/2" DIA. X 10" ANCHOR BOLTS AT 32" O.C. AB24: 1/2" DIA. X 10" ANCHOR BOLTS AT 24" O.C. : 1/2" DIA. X 10" ANCHOR BOLTS AT 24" O.C. AB#: 1/2" DIA. X 10" ANCHOR BOLTS AT #" O.C. : 1/2" DIA. X 10" ANCHOR BOLTS AT #" O.C. 2AB: (2) 1/2"DIA X 10" ANCHOR BOLTS. : (2) 1/2"DIA X 10" ANCHOR BOLTS. 3AB: (3) 1/2"DIA X 10" ANCHOR BOLTS. : (3) 1/2"DIA X 10" ANCHOR BOLTS. #AB: (#) 1/2"DIA X 10" ANCHOR BOLTS. : (#) 1/2"DIA X 10" ANCHOR BOLTS. #ABc: c DENOTES STANDARD CUT WASHERS OKAY IN LIEU OF : c DENOTES STANDARD CUT WASHERS OKAY IN LIEU OF 3" SQ. ONLY REQUIRED. 2-#4: PROVIDE A TOTAL OF 2 #4 AT TOP AND 2 #4 AT : PROVIDE A TOTAL OF 2 #4 AT TOP AND 2 #4 AT BOTTOM OF FOOTING, 4' PAST POSTS. 3-#4: PROVIDE A TOTAL OF 3 #4 AT TOP AND 3 #4 AT : PROVIDE A TOTAL OF 3 #4 AT TOP AND 3 #4 AT BOTTOM OF FOOTING, 4' PAST POSTS. 2-#5: PROVIDE A TOTAL OF 2-#5 AT TOP AND 2-#5 AT : PROVIDE A TOTAL OF 2-#5 AT TOP AND 2-#5 AT BOTTOM OF FOOTING, 6' PAST POSTS. HDU2: (1) SIMPSON HDU2 PER POST. : (1) SIMPSON HDU2 PER POST. HDU#: (1) SIMPSON HDU# PER POST. : (1) SIMPSON HDU# PER POST. HTT4: (1) SIMPSON HTT4 PER POST. : (1) SIMPSON HTT4 PER POST. HTT5: (1) SIMPSON HTT5 PER POST. : (1) SIMPSON HTT5 PER POST. PHD6 : (1) SIMPSON PHD6 PER POST. : (1) SIMPSON PHD6 PER POST. HD8A: (1) SIMPSON HD8A PER POST. : (1) SIMPSON HD8A PER POST. HD10A: (1) SIMPSON HD10A PER POST. : (1) SIMPSON HD10A PER POST. HD14A: (1) SIMPSON HD14A PER POST. : (1) SIMPSON HD14A PER POST. HDQ8: (1) SIMPSON HDQ8-SDS3 PER POST. : (1) SIMPSON HDQ8-SDS3 PER POST. HHDQ11: (1) SIMPSON HHDQ11-SDS2.5 PER POST. : (1) SIMPSON HHDQ11-SDS2.5 PER POST. HHDQ14: (1) SIMPSON HHDQ14-SDS2.5 PER POST.: (1) SIMPSON HHDQ14-SDS2.5 PER POST.

AutoCAD SHX Text

1.D.F.P.T. PLATE TO BE SECURED WITH 1/2" DIAMETER BY 10" LONG D.F.P.T. PLATE TO BE SECURED WITH 1/2" DIAMETER BY 10" LONG ANCHOR BOLTS WITH A STANDARD CUT WASHER EMBEDDED AT LEAST 7" INTO CONCRETE WITH A MAXIMUM SPACING OF 72" O.C. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE OF FOUNDATION PLATE WITH ONE BOLT LOCATED WITHIN 12" MAX. & 4-1/2" MIN. OF EA. END OF EA. PIECE. AT SHEAR WALLS A PROPERLY SIZED NUT AND 3"x3"x.229" AT SHEAR WALLS A PROPERLY SIZED NUT AND 3"x3"x.229" A PROPERLY SIZED NUT AND 3"x3"x.229" THICK WASHER SHALL BE TIGHTENED ON EA. BOLT TO THE PLATE, HOLE IN PLATE WASHER CAN BE DIAGONALLY SLOTTED W/ A WIDTH OF UP TO 3/16" LARGER THAN BOLT DIAMETER & A SLOT LENGTH NOT TO EXCEED 1 3/4", PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER & THE NUT. U.N.O. BY SUB LETTER 'C' WHEN A CUT WASHER IS OKAY. 2.ALL INTERIOR NON-SHEAR WALLS ARE TO BE SECURED WITH SHOT PINS ALL INTERIOR NON-SHEAR WALLS ARE TO BE SECURED WITH SHOT PINS INSTALLED PER MANUFACTURERS RECOMMENDATIONS, U.N.O. STRUCTURAL ENGINEERS CALCULATIONS GOVERN IN ALL CASES. 3.INSTALL ALL SIMPSON (OR APPROVED EQUAL) FOUNDATION HARDWARE INSTALL ALL SIMPSON (OR APPROVED EQUAL) FOUNDATION HARDWARE PER MANUFACTURERS RECOMMENDATIONS. DEEPEN FOOTING WHERE NECESSARY TO PROVIDE ANCHOR EMBEDMENT AT HOLDOWN LOCATIONS.

AutoCAD SHX Text

*

AutoCAD SHX Text

*

AutoCAD SHX Text

ALT. TO " ANCHOR BOLTS SIMPSON MASA AT A 1-1 RATIO12" ANCHOR BOLTS SIMPSON MASA AT A 1-1 RATIO

AutoCAD SHX Text

REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS

AutoCAD SHX Text

*

AutoCAD SHX Text

ALT. TO " ANCHOR BOLTS SIMPSON MASA AT A 1-1 RATIO12" ANCHOR BOLTS SIMPSON MASA AT A 1-1 RATIO

AutoCAD SHX Text

PIER SCHEDULE

AutoCAD SHX Text

A

AutoCAD SHX Text

BEDROCK

AutoCAD SHX Text

CAPACITY

AutoCAD SHX Text

ALL PIERS TYPE

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

10'-0"

AutoCAD SHX Text

C

AutoCAD SHX Text

B

AutoCAD SHX Text

A

AutoCAD SHX Text

7'-0"

AutoCAD SHX Text

PIERS:

AutoCAD SHX Text

DEPTH INTO

AutoCAD SHX Text

BEDROCK

AutoCAD SHX Text

UPPER STRATA

AutoCAD SHX Text

f=500 pcf

AutoCAD SHX Text

-

AutoCAD SHX Text

VERT.

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

(5)#6

AutoCAD SHX Text

- ALL PIERS TO BE INTERCONNECTED WITH GRADE BEAMS

AutoCAD SHX Text

11,775 #

AutoCAD SHX Text

18,840 #

AutoCAD SHX Text

16" ~ PIER w/ #3 TIES AT 12" o/c PIERS SHALL PENETRATE AT LEAST 5'-0" INTO BEDROCK & A MIN. OF 10' BELOW THE LOWEST ADJACENT GRADE AS IDENTIFIED BY THE SOILS ENGINEER DURING CONSTRUCTION (SEE SOILS REPORT FOR MORE RECOMMENDATIONS.)

AutoCAD SHX Text

THE EXCAVATION OF ALL DRILLED SHAFTS SHOULD BE OBSERVED BY A CORNERSTONE REPRESENTATIVE TO CONFIRM THE SOIL PROFILE, VERIFY THAT THE PIERS EXTEND THE MINIMUM DEPTH INTO SUITABLE MATERIALS AND THAT THE PIERS ARE CONSTRUCTED IN ACCORDANCE WITH OUR RECOMMENDATIONS AND PROJECT REQUIREMENTS. THE DRILLED SHAFTS SHOULD BE STRAIGHT, DRY, AND RELATIVELY FREE OF LOOSE MATERIAL BEFORE REINFORCING STEEL IS INSTALLED AND CONCRETE IS PLACED. IF GROUND WATER CANNOT BE REMOVED FROM THE EXCAVATIONS PRIOR TO CONCRETE PLACEMENT, DRILLING SLURRY OR CASING MAY BE REQUIRED TO STABILIZE THE SHAFT AND THE CONCRETE SHOULD BE PLACED USING A TREMIE PIPE, KEEPING THE TREMIE PIPE BELOW THE SURFACE OF THE CONCRETE TO AVOID ENTRAPMENT OF WATER OR DRILLING SLURRY IN THE CONCRETE.

AutoCAD SHX Text

ALL GRADE BEAMS 8"X22 " THICK w/ 2-#5 TOP & BOTTOM, U.N.O. " THICK w/ 2-#5 TOP & BOTTOM, U.N.O. 12" THICK w/ 2-#5 TOP & BOTTOM, U.N.O. w/ #3 TIES @ 12" O.C., U.N.O.

AutoCAD SHX Text

20'-0"

AutoCAD SHX Text

49,000 #

AutoCAD SHX Text

(10)#8

AutoCAD SHX Text

UNLESS NOTED OTHERWISE (U.N.O.)

AutoCAD SHX Text

31

AutoCAD SHX Text

SD2

AutoCAD SHX Text

SEE FOR TYP. CONN.

AutoCAD SHX Text

AB48

AutoCAD SHX Text

AB48

AutoCAD SHX Text

HDU5

AutoCAD SHX Text

HDU5

AutoCAD SHX Text

26

AutoCAD SHX Text

SD2

AutoCAD SHX Text

AB24

AutoCAD SHX Text

HDU5

AutoCAD SHX Text

HDU8

AutoCAD SHX Text

26

AutoCAD SHX Text

SD2

AutoCAD SHX Text

AB16

AutoCAD SHX Text

HDU2

AutoCAD SHX Text

HDU2

AutoCAD SHX Text

26

AutoCAD SHX Text

SD2

AutoCAD SHX Text

3AB

AutoCAD SHX Text

HDU5

AutoCAD SHX Text

HDU5

AutoCAD SHX Text

26

AutoCAD SHX Text

SD2

AutoCAD SHX Text

AB24

AutoCAD SHX Text

CBSQ

AutoCAD SHX Text

CBSQ

AutoCAD SHX Text

CBSQ

AutoCAD SHX Text

34

AutoCAD SHX Text

SD2

AutoCAD SHX Text

23

AutoCAD SHX Text

SD2

AutoCAD SHX Text

29

AutoCAD SHX Text

SD2

AutoCAD SHX Text

23

AutoCAD SHX Text

SD2

AutoCAD SHX Text

22

AutoCAD SHX Text

SD2

AutoCAD SHX Text

24

AutoCAD SHX Text

SD2

AutoCAD SHX Text

23

AutoCAD SHX Text

SD2

AutoCAD SHX Text

22

AutoCAD SHX Text

SD2

AutoCAD SHX Text

36

AutoCAD SHX Text

SD2

AutoCAD SHX Text

24

AutoCAD SHX Text

SD2

AutoCAD SHX Text

24

AutoCAD SHX Text

SD2

AutoCAD SHX Text

22

AutoCAD SHX Text

SD2

AutoCAD SHX Text

36

AutoCAD SHX Text

SD2

AutoCAD SHX Text

22

AutoCAD SHX Text

SD2

AutoCAD SHX Text

36

AutoCAD SHX Text

SD2

AutoCAD SHX Text

22

AutoCAD SHX Text

SD2

AutoCAD SHX Text

34

AutoCAD SHX Text

SD2

AutoCAD SHX Text

21

AutoCAD SHX Text

SD2

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

23

AutoCAD SHX Text

SD2

AutoCAD SHX Text

23

AutoCAD SHX Text

SD2

AutoCAD SHX Text

36

AutoCAD SHX Text

SD2

AutoCAD SHX Text

27

AutoCAD SHX Text

SD2

AutoCAD SHX Text

36

AutoCAD SHX Text

SD2

AutoCAD SHX Text

36

AutoCAD SHX Text

SD2

AutoCAD SHX Text

36

AutoCAD SHX Text

SD2

AutoCAD SHX Text

28

AutoCAD SHX Text

SD2

AutoCAD SHX Text

22

AutoCAD SHX Text

SD2

AutoCAD SHX Text

23

AutoCAD SHX Text

SD2

AutoCAD SHX Text

R

AutoCAD SHX Text

3 "x11 " PSL FL BM "x11 " PSL FL BM12"x11 " PSL FL BM " PSL FL BM78" PSL FL BM

AutoCAD SHX Text

22

AutoCAD SHX Text

SD2

AutoCAD SHX Text

23

AutoCAD SHX Text

SD2

AutoCAD SHX Text

23

AutoCAD SHX Text

SD2

AutoCAD SHX Text

R

AutoCAD SHX Text

23

AutoCAD SHX Text

SD2

AutoCAD SHX Text

23

AutoCAD SHX Text

SD2

AutoCAD SHX Text

AB24

AutoCAD SHX Text

B

AutoCAD SHX Text

B

AutoCAD SHX Text

B

AutoCAD SHX Text

H

AutoCAD SHX Text

H

AutoCAD SHX Text

HDU5

AutoCAD SHX Text

26

AutoCAD SHX Text

SD2

AutoCAD SHX Text

9

AutoCAD SHX Text

32

AutoCAD SHX Text

SD2

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

SEE ARCH'L PLANS FOR LOCATIONS

AutoCAD SHX Text

HDU8

AutoCAD SHX Text

26

AutoCAD SHX Text

SD2

AutoCAD SHX Text

NOTE: REFER TO SOILS REPORT FOR REFER TO SOILS REPORT FOR SLAB SUBGRADE REQUIREMENTS

DA

LE

LOREN FO

RB

ES

CIVIL

HIG

HLA

ND

EST

AT

ES

SA

N M

AT

EO

, C

A

TH

E C

HA

ME

RL

AIN

G

RO

UP

LO

T 6: 2135 T

IC

ON

DE

RO

GA

D

R.

N:\Files\E776\Lo

ts6\E776s6-2.d

wg

, 5/23/2017 11:46:49 A

M, B

rian

Fo

rb

es

AutoCAD SHX Text

SCALE : 1/4" = 1'-0"

AutoCAD SHX Text

S6-2

AutoCAD SHX Text

FLOOR FRAMING PLAN 6A6AA

AutoCAD SHX Text

FLOOR FRAMING PLAN

AutoCAD SHX Text

SHEET: OF:

AutoCAD SHX Text

JOB NO.

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text


AutoCAD SHX Text

FAX: 714-835-2819

AutoCAD SHX Text

PHONE: 714-835-2800

AutoCAD SHX Text

SANTA ANA, CA 92701

AutoCAD SHX Text

JN.-

AutoCAD SHX Text

,INC.

AutoCAD SHX Text


AutoCAD SHX Text

E776

AutoCAD SHX Text

05/23/2017

AutoCAD SHX Text

-

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

G

AutoCAD SHX Text

I

AutoCAD SHX Text

F

AutoCAD SHX Text

C

AutoCAD SHX Text

A

AutoCAD SHX Text

S

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

T

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

G

AutoCAD SHX Text

I

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text

F

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

D

AutoCAD SHX Text

P

AutoCAD SHX Text

I

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text

E

AutoCAD SHX Text

N

AutoCAD SHX Text

A

AutoCAD SHX Text

L

AutoCAD SHX Text

N

AutoCAD SHX Text

T

AutoCAD SHX Text

A

AutoCAD SHX Text

E

AutoCAD SHX Text

T

AutoCAD SHX Text

O

AutoCAD SHX Text

R

AutoCAD SHX Text

N

AutoCAD SHX Text

O

AutoCAD SHX Text

I

AutoCAD SHX Text

A

AutoCAD SHX Text

I

AutoCAD SHX Text

F

AutoCAD SHX Text

L

AutoCAD SHX Text

C 30407

AutoCAD SHX Text

PLOT DATE

AutoCAD SHX Text

-

AutoCAD SHX Text

05/23/2017

AutoCAD SHX Text

E776

AutoCAD SHX Text

5-2-17 BDC

AutoCAD SHX Text


AutoCAD SHX Text

2X6 AT 12" O.C

AutoCAD SHX Text

FRAMING LEGEND:

AutoCAD SHX Text

2X6 AT 24" O.C

AutoCAD SHX Text

2X8 AT 16" O.C

AutoCAD SHX Text

2X8 AT 12" O.C

AutoCAD SHX Text

2X8 AT 24" O.C

AutoCAD SHX Text

2X6 AT 16" O.C

AutoCAD SHX Text

2X10 AT 16" O.C

AutoCAD SHX Text

2X10 AT 24" O.C

AutoCAD SHX Text

2X12 AT 12" O.C

AutoCAD SHX Text

(2)2X10 AT 16" O.C

AutoCAD SHX Text

2X10 AT 12" O.C

AutoCAD SHX Text

2X12 AT 24" O.C

AutoCAD SHX Text

(2)2X12 AT 16" O.C

AutoCAD SHX Text

TRUSS AT 24" O.C

AutoCAD SHX Text

2X12 AT 16" O.C

AutoCAD SHX Text

P

AutoCAD SHX Text

T

AutoCAD SHX Text

M

AutoCAD SHX Text

N

AutoCAD SHX Text

J

AutoCAD SHX Text

K

AutoCAD SHX Text

L

AutoCAD SHX Text

H

AutoCAD SHX Text

G

AutoCAD SHX Text

D

AutoCAD SHX Text

F

AutoCAD SHX Text

E

AutoCAD SHX Text

C

AutoCAD SHX Text

B

AutoCAD SHX Text

A

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

CEILING JOISTS

AutoCAD SHX Text

FLOOR JOISTS

AutoCAD SHX Text

TRUSSES

AutoCAD SHX Text


AutoCAD SHX Text

2x8

AutoCAD SHX Text

2x6

AutoCAD SHX Text

2x4

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

16-'1"

AutoCAD SHX Text

24" O.C.

AutoCAD SHX Text

12" O.C.

AutoCAD SHX Text

16" O.C.

AutoCAD SHX Text

24" O.C.

AutoCAD SHX Text

16" O.C.

AutoCAD SHX Text

12" O.C.

AutoCAD SHX Text

12" O.C.

AutoCAD SHX Text

16" O.C.

AutoCAD SHX Text

24" O.C.

AutoCAD SHX Text

SPACING

AutoCAD SHX Text

18'-3"

AutoCAD SHX Text

20'-4"

AutoCAD SHX Text

11'-6"

AutoCAD SHX Text

13'-4"

AutoCAD SHX Text

14'-6"

AutoCAD SHX Text

9'-1"

AutoCAD SHX Text

8'-4"

AutoCAD SHX Text

7'-2"

AutoCAD SHX Text

SPAN GRADE NO 2.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

#

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

MARK: DESCRIPTION

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

I-JOIST TABLE

AutoCAD SHX Text

a)

AutoCAD SHX Text

I-JOIST @ 16" O.C.

AutoCAD SHX Text


AutoCAD SHX Text

Z-

AutoCAD SHX Text

Y-

AutoCAD SHX Text

I-JOIST @ 16" O.C.

AutoCAD SHX Text

I-JOIST @ 12" O.C.

AutoCAD SHX Text


AutoCAD SHX Text

X-

AutoCAD SHX Text

W-

AutoCAD SHX Text

V-

AutoCAD SHX Text

a)

AutoCAD SHX Text

-

AutoCAD SHX Text

d)

AutoCAD SHX Text

b)

AutoCAD SHX Text

c)

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

d)

AutoCAD SHX Text

b)

AutoCAD SHX Text

c)

AutoCAD SHX Text


AutoCAD SHX Text

I-JOIST @ 16" O.C.

AutoCAD SHX Text

I-JOIST @ 12" O.C.

AutoCAD SHX Text

S-

AutoCAD SHX Text

U-

AutoCAD SHX Text

R-

AutoCAD SHX Text

SPACING

AutoCAD SHX Text

I-JOIST @ 12" O.C.

AutoCAD SHX Text

Q-

AutoCAD SHX Text

MARK

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

d)

AutoCAD SHX Text

c)

AutoCAD SHX Text

b)

AutoCAD SHX Text

SIZE &

AutoCAD SHX Text


AutoCAD SHX Text

a)

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

*

AutoCAD SHX Text

FLOOR: *

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

15.

AutoCAD SHX Text

14.

AutoCAD SHX Text

13.

AutoCAD SHX Text

12.

AutoCAD SHX Text

11.

AutoCAD SHX Text

10.

AutoCAD SHX Text

640 PLF

AutoCAD SHX Text

870 PLF

AutoCAD SHX Text

...........

AutoCAD SHX Text

770 PLF

AutoCAD SHX Text

...........

AutoCAD SHX Text

...........

AutoCAD SHX Text

490 PLF

AutoCAD SHX Text

...........

AutoCAD SHX Text

350 PLF

AutoCAD SHX Text

260 PLF

AutoCAD SHX Text

...........

AutoCAD SHX Text

...........

AutoCAD SHX Text

DOUGLAS FIR-LARCH

AutoCAD SHX Text

FRAMING MEMBERS

AutoCAD SHX Text

AT 16" O.C

AutoCAD SHX Text

#

AutoCAD SHX Text

%%UVERTICAL:

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

AT 16" O.C

AutoCAD SHX Text

FRAMING MEMBERS

AutoCAD SHX Text

DOUGLAS FIR-LARCH

AutoCAD SHX Text

#

AutoCAD SHX Text

%%UHORIZONTAL:

AutoCAD SHX Text

...........

AutoCAD SHX Text


AutoCAD SHX Text

...........

AutoCAD SHX Text

...........

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

320 PLF

AutoCAD SHX Text

27.

AutoCAD SHX Text

24.

AutoCAD SHX Text

...........

AutoCAD SHX Text

20.

AutoCAD SHX Text

730 PLF

AutoCAD SHX Text


AutoCAD SHX Text

640 PLF

AutoCAD SHX Text


AutoCAD SHX Text

425 PLF

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

...........

AutoCAD SHX Text

545 PLF

AutoCAD SHX Text

23.

AutoCAD SHX Text

...........

AutoCAD SHX Text


AutoCAD SHX Text

...........

AutoCAD SHX Text


AutoCAD SHX Text

...........

AutoCAD SHX Text

21.

AutoCAD SHX Text

240 PLF

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

320 PLF

AutoCAD SHX Text


AutoCAD SHX Text

22.

AutoCAD SHX Text

480 PLF

AutoCAD SHX Text

AT 24" O.C

AutoCAD SHX Text

#

AutoCAD SHX Text

DOUGLAS FIR-LARCH

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

FRAMING MEMBERS

AutoCAD SHX Text


AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

15

AutoCAD SHX Text

12

AutoCAD SHX Text

ROOF:

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

%%UHORIZONTAL:

AutoCAD SHX Text


AutoCAD SHX Text

25.

AutoCAD SHX Text

26.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

(TABLE 2306.2.1)

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

11 7/8" TJI / 230

AutoCAD SHX Text

14" TJI / 230

AutoCAD SHX Text

14" TJI / 360

AutoCAD SHX Text

2-CAR GARAGE

AutoCAD SHX Text

LAUNDRY

AutoCAD SHX Text

BEDROOM # 3

AutoCAD SHX Text

BEDROOM # 4

AutoCAD SHX Text

BA. #3

AutoCAD SHX Text

ENTRY

AutoCAD SHX Text

PORCH

AutoCAD SHX Text

9'-0" CLG.

AutoCAD SHX Text

9'-0" CLG.

AutoCAD SHX Text

9'-0" CLG.

AutoCAD SHX Text

9'-0" CLG.

AutoCAD SHX Text

C

AutoCAD SHX Text

6-5

AutoCAD SHX Text

E

AutoCAD SHX Text

6-6

AutoCAD SHX Text

D

AutoCAD SHX Text

6-5

AutoCAD SHX Text

C

AutoCAD SHX Text

6-5

AutoCAD SHX Text

B

AutoCAD SHX Text

6-4

AutoCAD SHX Text

A

AutoCAD SHX Text

6-4

AutoCAD SHX Text

E

AutoCAD SHX Text

6-6

AutoCAD SHX Text

D

AutoCAD SHX Text

6-5

AutoCAD SHX Text

B

AutoCAD SHX Text

6-4

AutoCAD SHX Text

A

AutoCAD SHX Text

6-4

AutoCAD SHX Text

F

AutoCAD SHX Text

6-6

AutoCAD SHX Text

F

AutoCAD SHX Text

6-6

AutoCAD SHX Text

10'-0" CLG.

AutoCAD SHX Text

9'-0" CLG.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

R.A.G.

AutoCAD SHX Text

IN CLG.

AutoCAD SHX Text

L=12'-0"

AutoCAD SHX Text

4x8

AutoCAD SHX Text

POST

AutoCAD SHX Text

V

AutoCAD SHX Text

V

AutoCAD SHX Text

10

AutoCAD SHX Text

11-1

AutoCAD SHX Text

SD1

AutoCAD SHX Text

8

AutoCAD SHX Text

SD1

AutoCAD SHX Text

36

AutoCAD SHX Text

SD2

AutoCAD SHX Text

10

AutoCAD SHX Text

L=12'-0"

AutoCAD SHX Text

8

AutoCAD SHX Text

SD1

AutoCAD SHX Text

4x6

AutoCAD SHX Text

4x6

AutoCAD SHX Text

L=4'-0"

AutoCAD SHX Text

13

AutoCAD SHX Text

4x4

AutoCAD SHX Text

POST

AutoCAD SHX Text

4x4

AutoCAD SHX Text

POST

AutoCAD SHX Text

S-

AutoCAD SHX Text

W-

AutoCAD SHX Text

L

AutoCAD SHX Text

1

AutoCAD SHX Text

8-1

AutoCAD SHX Text

SD1

AutoCAD SHX Text

4x6

AutoCAD SHX Text

4x6

AutoCAD SHX Text

4x4

AutoCAD SHX Text

POST

AutoCAD SHX Text

E

AutoCAD SHX Text

LUS

AutoCAD SHX Text

HNGR

AutoCAD SHX Text

4x8

AutoCAD SHX Text

E

AutoCAD SHX Text

4x8

AutoCAD SHX Text

CS16

AutoCAD SHX Text

L=8'-0"

AutoCAD SHX Text

9

AutoCAD SHX Text

SD1

AutoCAD SHX Text

11

AutoCAD SHX Text

SD1

AutoCAD SHX Text

4x8

AutoCAD SHX Text

V

AutoCAD SHX Text

4x12

AutoCAD SHX Text

V

AutoCAD SHX Text

1 " TSR " TSR12" TSR

AutoCAD SHX Text

4x12

AutoCAD SHX Text

5

AutoCAD SHX Text

3 "x1 4" PSL "x1 4" PSL12"x1 4" PSL4" PSL

AutoCAD SHX Text

Y

AutoCAD SHX Text

3 " TSR RIM " TSR RIM12" TSR RIM

AutoCAD SHX Text

8

AutoCAD SHX Text

SD1

AutoCAD SHX Text

HUC

AutoCAD SHX Text

HNGR

AutoCAD SHX Text

M=L RIM

AutoCAD SHX Text

12

AutoCAD SHX Text

L=14'-6"

AutoCAD SHX Text

14

AutoCAD SHX Text

1 "x1 4" M=L @ 12" O.C. "x1 4" M=L @ 12" O.C.34"x1 4" M=L @ 12" O.C.4" M=L @ 12" O.C.

AutoCAD SHX Text

6

AutoCAD SHX Text

THA

AutoCAD SHX Text

HNGR

AutoCAD SHX Text

OPEN

AutoCAD SHX Text

4x4

AutoCAD SHX Text

POST

AutoCAD SHX Text

L=6'-0"

AutoCAD SHX Text

13

AutoCAD SHX Text

L=6'-6"

AutoCAD SHX Text

4x4

AutoCAD SHX Text

POST

AutoCAD SHX Text

W-

AutoCAD SHX Text

S-

AutoCAD SHX Text

L

AutoCAD SHX Text

1

AutoCAD SHX Text

10

AutoCAD SHX Text

3-2

AutoCAD SHX Text

SD1

AutoCAD SHX Text

CONT. 5 "x1 4" PSL "x1 4" PSL14"x1 4" PSL4" PSL

AutoCAD SHX Text

4x6

AutoCAD SHX Text

4x6

AutoCAD SHX Text

4x6

AutoCAD SHX Text

POST

AutoCAD SHX Text

11-1

AutoCAD SHX Text

SD1

AutoCAD SHX Text

4x4

AutoCAD SHX Text

POST

AutoCAD SHX Text

8-4

AutoCAD SHX Text

SD1

AutoCAD SHX Text

OPEN

AutoCAD SHX Text

4x6

AutoCAD SHX Text

4x6 @

AutoCAD SHX Text

POST ABV.

AutoCAD SHX Text

L=11'-0"%%p

AutoCAD SHX Text

P

AutoCAD SHX Text

V

AutoCAD SHX Text

1 " TSR " TSR12" TSR

AutoCAD SHX Text

8

AutoCAD SHX Text

9

AutoCAD SHX Text

9

AutoCAD SHX Text

7

AutoCAD SHX Text

11

AutoCAD SHX Text

6

AutoCAD SHX Text

HUC

AutoCAD SHX Text

HNGR

AutoCAD SHX Text

HDU2

AutoCAD SHX Text

26

AutoCAD SHX Text

SD2

AutoCAD SHX Text

AB24

AutoCAD SHX Text

HDU2

AutoCAD SHX Text

26

AutoCAD SHX Text

SD2

AutoCAD SHX Text

AB24

AutoCAD SHX Text

8

AutoCAD SHX Text

HDU2

AutoCAD SHX Text

4x6 @

AutoCAD SHX Text

POST ABV.

AutoCAD SHX Text

4x8 @ POST

AutoCAD SHX Text

ABV. w/ EN

AutoCAD SHX Text

7

AutoCAD SHX Text

L=

AutoCAD SHX Text

28'-0"

AutoCAD SHX Text

3 "x1 4" PSL w/ EN "x1 4" PSL w/ EN12"x1 4" PSL w/ EN4" PSL w/ EN

AutoCAD SHX Text

W/ EN

AutoCAD SHX Text

3

AutoCAD SHX Text

SD1

AutoCAD SHX Text

CONT. M=L w/ EN

AutoCAD SHX Text

M=L

AutoCAD SHX Text

CS16

AutoCAD SHX Text

9

AutoCAD SHX Text

SD1

AutoCAD SHX Text

M=L

AutoCAD SHX Text

23

AutoCAD SHX Text

SD2

AutoCAD SHX Text

21

AutoCAD SHX Text

SD2

AutoCAD SHX Text

29

AutoCAD SHX Text

SD2

AutoCAD SHX Text

21

AutoCAD SHX Text

SD2

AutoCAD SHX Text

21

AutoCAD SHX Text

SD2

AutoCAD SHX Text

21

AutoCAD SHX Text

SD2

AutoCAD SHX Text

29

AutoCAD SHX Text

SD2

AutoCAD SHX Text

23

AutoCAD SHX Text

SD2

AutoCAD SHX Text

4x8

AutoCAD SHX Text

8-1

AutoCAD SHX Text

SD1

AutoCAD SHX Text

4x8

AutoCAD SHX Text

POST

AutoCAD SHX Text

(2)2x4

AutoCAD SHX Text

TRIM

AutoCAD SHX Text

(2)2x4

AutoCAD SHX Text

TRIM

AutoCAD SHX Text

4x8

AutoCAD SHX Text

19

AutoCAD SHX Text

SD1

AutoCAD SHX Text

L=30'-0"

AutoCAD SHX Text

12

AutoCAD SHX Text

12

AutoCAD SHX Text

8

AutoCAD SHX Text

7

AutoCAD SHX Text

SD1

AutoCAD SHX Text

7

AutoCAD SHX Text

SD1

AutoCAD SHX Text

(2)2x4

AutoCAD SHX Text

TRIM

AutoCAD SHX Text

(2)2x4

AutoCAD SHX Text

TRIM

AutoCAD SHX Text

1 " TSR w/ EN " TSR w/ EN12" TSR w/ EN

AutoCAD SHX Text

4x6

AutoCAD SHX Text

4x4

AutoCAD SHX Text

POST

AutoCAD SHX Text

8x8

AutoCAD SHX Text

w/CJT

AutoCAD SHX Text

8x10

AutoCAD SHX Text

1

AutoCAD SHX Text

SD1

AutoCAD SHX Text

T

AutoCAD SHX Text

CS16

AutoCAD SHX Text

L=8'-0"

AutoCAD SHX Text

8x8

AutoCAD SHX Text

w/CJT

AutoCAD SHX Text

4x4

AutoCAD SHX Text

POST

AutoCAD SHX Text

TRUSS w/ EN

AutoCAD SHX Text

6x6

AutoCAD SHX Text

6x6

AutoCAD SHX Text

T

AutoCAD SHX Text

T

AutoCAD SHX Text

12

AutoCAD SHX Text

SD1

AutoCAD SHX Text

2

AutoCAD SHX Text

SD1

AutoCAD SHX Text

V

AutoCAD SHX Text

4x6

AutoCAD SHX Text

10

AutoCAD SHX Text

32

AutoCAD SHX Text

SD2

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

SEE ARCH. PLANS FOR LOCATIONS

AutoCAD SHX Text

SEE ARCH. PLANS FOR LOCATIONS

DA

LE

LOREN FO

RB

ES

CIVIL

HIG

HLA

ND

EST

AT

ES

SA

N M

AT

EO

, C

A

TH

E C

HA

ME

RL

AIN

G

RO

UP

LO

T 6: 2135 T

IC

ON

DE

RO

GA

D

R.

N:\Files\E776\Lo

ts6\E776s6-3.d

wg

, 5/23/2017 11:47:00 A

M, B

rian

Fo

rb

es

AutoCAD SHX Text

SCALE : 1/4" = 1'-0"

AutoCAD SHX Text

S6-3

AutoCAD SHX Text

ROOF FRAMING PLAN 6A6AA

AutoCAD SHX Text

ROOF FRAMING PLAN

AutoCAD SHX Text

SHEET: OF:

AutoCAD SHX Text

JOB NO.

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text


AutoCAD SHX Text

FAX: 714-835-2819

AutoCAD SHX Text

PHONE: 714-835-2800

AutoCAD SHX Text

SANTA ANA, CA 92701

AutoCAD SHX Text

JN.-

AutoCAD SHX Text

,INC.

AutoCAD SHX Text


AutoCAD SHX Text

E776

AutoCAD SHX Text

05/23/2017

AutoCAD SHX Text

-

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

G

AutoCAD SHX Text

I

AutoCAD SHX Text

F

AutoCAD SHX Text

C

AutoCAD SHX Text

A

AutoCAD SHX Text

S

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

T

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

G

AutoCAD SHX Text

I

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text

F

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

D

AutoCAD SHX Text

P

AutoCAD SHX Text

I

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text

E

AutoCAD SHX Text

N

AutoCAD SHX Text

A

AutoCAD SHX Text

L

AutoCAD SHX Text

N

AutoCAD SHX Text

T

AutoCAD SHX Text

A

AutoCAD SHX Text

E

AutoCAD SHX Text

T

AutoCAD SHX Text

O

AutoCAD SHX Text

R

AutoCAD SHX Text

N

AutoCAD SHX Text

O

AutoCAD SHX Text

I

AutoCAD SHX Text

A

AutoCAD SHX Text

I

AutoCAD SHX Text

F

AutoCAD SHX Text

L

AutoCAD SHX Text

C 30407

AutoCAD SHX Text

PLOT DATE

AutoCAD SHX Text

-

AutoCAD SHX Text

05/23/2017

AutoCAD SHX Text

E776

AutoCAD SHX Text

5-2-17 BDC

AutoCAD SHX Text


AutoCAD SHX Text

2X6 AT 12" O.C

AutoCAD SHX Text

FRAMING LEGEND:

AutoCAD SHX Text

2X6 AT 24" O.C

AutoCAD SHX Text

2X8 AT 16" O.C

AutoCAD SHX Text

2X8 AT 12" O.C

AutoCAD SHX Text

2X8 AT 24" O.C

AutoCAD SHX Text

2X6 AT 16" O.C

AutoCAD SHX Text

2X10 AT 16" O.C

AutoCAD SHX Text

2X10 AT 24" O.C

AutoCAD SHX Text

2X12 AT 12" O.C

AutoCAD SHX Text

(2)2X10 AT 16" O.C

AutoCAD SHX Text

2X10 AT 12" O.C

AutoCAD SHX Text

2X12 AT 24" O.C

AutoCAD SHX Text

(2)2X12 AT 16" O.C

AutoCAD SHX Text

TRUSS AT 24" O.C

AutoCAD SHX Text

2X12 AT 16" O.C

AutoCAD SHX Text

P

AutoCAD SHX Text

T

AutoCAD SHX Text

M

AutoCAD SHX Text

N

AutoCAD SHX Text

J

AutoCAD SHX Text

K

AutoCAD SHX Text

L

AutoCAD SHX Text

H

AutoCAD SHX Text

G

AutoCAD SHX Text

D

AutoCAD SHX Text

F

AutoCAD SHX Text

E

AutoCAD SHX Text

C

AutoCAD SHX Text

B

AutoCAD SHX Text

A

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

CEILING JOISTS

AutoCAD SHX Text

FLOOR JOISTS

AutoCAD SHX Text

TRUSSES

AutoCAD SHX Text


AutoCAD SHX Text

2x8

AutoCAD SHX Text

2x6

AutoCAD SHX Text

2x4

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

16-'1"

AutoCAD SHX Text

24" O.C.

AutoCAD SHX Text

12" O.C.

AutoCAD SHX Text

16" O.C.

AutoCAD SHX Text

24" O.C.

AutoCAD SHX Text

16" O.C.

AutoCAD SHX Text

12" O.C.

AutoCAD SHX Text

12" O.C.

AutoCAD SHX Text

16" O.C.

AutoCAD SHX Text

24" O.C.

AutoCAD SHX Text

SPACING

AutoCAD SHX Text

18'-3"

AutoCAD SHX Text

20'-4"

AutoCAD SHX Text

11'-6"

AutoCAD SHX Text

13'-4"

AutoCAD SHX Text

14'-6"

AutoCAD SHX Text

9'-1"

AutoCAD SHX Text

8'-4"

AutoCAD SHX Text

7'-2"

AutoCAD SHX Text

SPAN GRADE NO 2.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

#

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

MARK: DESCRIPTION

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

I-JOIST TABLE

AutoCAD SHX Text

a)

AutoCAD SHX Text

I-JOIST @ 16" O.C.

AutoCAD SHX Text


AutoCAD SHX Text

Z-

AutoCAD SHX Text

Y-

AutoCAD SHX Text

I-JOIST @ 16" O.C.

AutoCAD SHX Text

I-JOIST @ 12" O.C.

AutoCAD SHX Text


AutoCAD SHX Text

X-

AutoCAD SHX Text

W-

AutoCAD SHX Text

V-

AutoCAD SHX Text

a)

AutoCAD SHX Text

-

AutoCAD SHX Text

d)

AutoCAD SHX Text

b)

AutoCAD SHX Text

c)

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

d)

AutoCAD SHX Text

b)

AutoCAD SHX Text

c)

AutoCAD SHX Text


AutoCAD SHX Text

I-JOIST @ 16" O.C.

AutoCAD SHX Text

I-JOIST @ 12" O.C.

AutoCAD SHX Text

S-

AutoCAD SHX Text

U-

AutoCAD SHX Text

R-

AutoCAD SHX Text

SPACING

AutoCAD SHX Text

I-JOIST @ 12" O.C.

AutoCAD SHX Text

Q-

AutoCAD SHX Text

MARK

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

d)

AutoCAD SHX Text

c)

AutoCAD SHX Text

b)

AutoCAD SHX Text

SIZE &

AutoCAD SHX Text


AutoCAD SHX Text

a)

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

*

AutoCAD SHX Text

FLOOR: *

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

15.

AutoCAD SHX Text

14.

AutoCAD SHX Text

13.

AutoCAD SHX Text

12.

AutoCAD SHX Text

11.

AutoCAD SHX Text

10.

AutoCAD SHX Text

640 PLF

AutoCAD SHX Text

870 PLF

AutoCAD SHX Text

...........

AutoCAD SHX Text

770 PLF

AutoCAD SHX Text

...........

AutoCAD SHX Text

...........

AutoCAD SHX Text

490 PLF

AutoCAD SHX Text

...........

AutoCAD SHX Text

350 PLF

AutoCAD SHX Text

260 PLF

AutoCAD SHX Text

...........

AutoCAD SHX Text

...........

AutoCAD SHX Text

DOUGLAS FIR-LARCH

AutoCAD SHX Text

FRAMING MEMBERS

AutoCAD SHX Text

AT 16" O.C

AutoCAD SHX Text

#

AutoCAD SHX Text

%%UVERTICAL:

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

AT 16" O.C

AutoCAD SHX Text

FRAMING MEMBERS

AutoCAD SHX Text

DOUGLAS FIR-LARCH

AutoCAD SHX Text

#

AutoCAD SHX Text

%%UHORIZONTAL:

AutoCAD SHX Text

...........

AutoCAD SHX Text


AutoCAD SHX Text

...........

AutoCAD SHX Text

...........

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

320 PLF

AutoCAD SHX Text

27.

AutoCAD SHX Text

24.

AutoCAD SHX Text

...........

AutoCAD SHX Text

20.

AutoCAD SHX Text

730 PLF

AutoCAD SHX Text


AutoCAD SHX Text

640 PLF

AutoCAD SHX Text


AutoCAD SHX Text

425 PLF

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

...........

AutoCAD SHX Text

545 PLF

AutoCAD SHX Text

23.

AutoCAD SHX Text

...........

AutoCAD SHX Text


AutoCAD SHX Text

...........

AutoCAD SHX Text


AutoCAD SHX Text

...........

AutoCAD SHX Text

21.

AutoCAD SHX Text

240 PLF

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

320 PLF

AutoCAD SHX Text


AutoCAD SHX Text

22.

AutoCAD SHX Text

480 PLF

AutoCAD SHX Text

AT 24" O.C

AutoCAD SHX Text

#

AutoCAD SHX Text

DOUGLAS FIR-LARCH

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

FRAMING MEMBERS

AutoCAD SHX Text


AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

15

AutoCAD SHX Text

12

AutoCAD SHX Text

ROOF:

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

%%UHORIZONTAL:

AutoCAD SHX Text


AutoCAD SHX Text

25.

AutoCAD SHX Text

26.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

(TABLE 2306.2.1)

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

11 7/8" TJI / 230

AutoCAD SHX Text

14" TJI / 230

AutoCAD SHX Text

14" TJI / 360

AutoCAD SHX Text

LIVING ROOM

AutoCAD SHX Text

DINING ROOM

AutoCAD SHX Text

NOOK

AutoCAD SHX Text

KITCHEN

AutoCAD SHX Text

FAMILY ROOM

AutoCAD SHX Text

BA. #2

AutoCAD SHX Text

BEDROOM #2

AutoCAD SHX Text

MASTER BEDROOM

AutoCAD SHX Text

BATH

AutoCAD SHX Text

MASTER

AutoCAD SHX Text

CLOSET

AutoCAD SHX Text

WALK-IN

AutoCAD SHX Text

DECK

AutoCAD SHX Text

9'-0" CLG.

AutoCAD SHX Text

9'-0" CLG.

AutoCAD SHX Text

9'-0" CLG.

AutoCAD SHX Text

9'-0" CLG.

AutoCAD SHX Text

9'-0" CLG.

AutoCAD SHX Text

9'-0" CLG.

AutoCAD SHX Text

9'-0" CLG.

AutoCAD SHX Text

9'-0" CLG.

AutoCAD SHX Text

9'-0" CLG.

AutoCAD SHX Text

9'-0" CLG.

AutoCAD SHX Text

9'-0" CLG.

AutoCAD SHX Text

HALL

AutoCAD SHX Text

9'-0" CLG.

AutoCAD SHX Text

F

AutoCAD SHX Text

6-6

AutoCAD SHX Text

F

AutoCAD SHX Text

6-6

AutoCAD SHX Text

E

AutoCAD SHX Text

6-6

AutoCAD SHX Text

D

AutoCAD SHX Text

6-5

AutoCAD SHX Text

C

AutoCAD SHX Text

6-5

AutoCAD SHX Text

B

AutoCAD SHX Text

6-4

AutoCAD SHX Text

A

AutoCAD SHX Text

6-4

AutoCAD SHX Text

E

AutoCAD SHX Text

6-6

AutoCAD SHX Text

D

AutoCAD SHX Text

6-5

AutoCAD SHX Text

B

AutoCAD SHX Text

6-4

AutoCAD SHX Text

A

AutoCAD SHX Text

6-4

AutoCAD SHX Text

C

AutoCAD SHX Text

6-5

AutoCAD SHX Text

13

AutoCAD SHX Text

L=11'-9"

AutoCAD SHX Text

4x8

AutoCAD SHX Text

7

AutoCAD SHX Text

SD1

AutoCAD SHX Text

1

AutoCAD SHX Text

4x4

AutoCAD SHX Text

TRIM w/ EN

AutoCAD SHX Text

3 "x9 " PSL "x9 " PSL12"x9 " PSL " PSL12" PSL

AutoCAD SHX Text

4x4

AutoCAD SHX Text

POST

AutoCAD SHX Text

(2) 2x4

AutoCAD SHX Text

POST

AutoCAD SHX Text

4x8

AutoCAD SHX Text

4x8

AutoCAD SHX Text

4x10

AutoCAD SHX Text

2

AutoCAD SHX Text

(2)2x4

AutoCAD SHX Text

POST

AutoCAD SHX Text

(2)2x4

AutoCAD SHX Text

POST

AutoCAD SHX Text

4x4

AutoCAD SHX Text

POST

AutoCAD SHX Text

1

AutoCAD SHX Text

SD1

AutoCAD SHX Text

3

AutoCAD SHX Text

4x8

AutoCAD SHX Text

4x8

AutoCAD SHX Text

4x4

AutoCAD SHX Text

POST

AutoCAD SHX Text

13

AutoCAD SHX Text

L=10'-0"

AutoCAD SHX Text

7

AutoCAD SHX Text

SD1

AutoCAD SHX Text

4x8

AutoCAD SHX Text

2

AutoCAD SHX Text

SD1

AutoCAD SHX Text

5

AutoCAD SHX Text

SD1

AutoCAD SHX Text

5

AutoCAD SHX Text

SD1

AutoCAD SHX Text

5

AutoCAD SHX Text

SD1

AutoCAD SHX Text

5

AutoCAD SHX Text

SD1

AutoCAD SHX Text

5

AutoCAD SHX Text

SD1

AutoCAD SHX Text

2

AutoCAD SHX Text

SD1

AutoCAD SHX Text

11

AutoCAD SHX Text

SPN8

AutoCAD SHX Text

L=20'-0"

AutoCAD SHX Text

5

AutoCAD SHX Text

SD1

AutoCAD SHX Text

13

AutoCAD SHX Text

SPN2

AutoCAD SHX Text

L=14'-6"

AutoCAD SHX Text

2-2

AutoCAD SHX Text

SD1

AutoCAD SHX Text

4x4

AutoCAD SHX Text

POST

AutoCAD SHX Text

14

AutoCAD SHX Text

SD1

AutoCAD SHX Text

4x4

AutoCAD SHX Text

POST

AutoCAD SHX Text

14

AutoCAD SHX Text

SD1

AutoCAD SHX Text

16

AutoCAD SHX Text

SD1

AutoCAD SHX Text

16

AutoCAD SHX Text

SD1

AutoCAD SHX Text

10

AutoCAD SHX Text

SPN8

AutoCAD SHX Text

L=24'-0"

AutoCAD SHX Text

4x6

AutoCAD SHX Text

POST

AutoCAD SHX Text

4x6

AutoCAD SHX Text

4x6

AutoCAD SHX Text

4x4

AutoCAD SHX Text

1

AutoCAD SHX Text

SD1

AutoCAD SHX Text

3 "x9 " PSL "x9 " PSL 12"x9 " PSL " PSL 12" PSL DROP BM

AutoCAD SHX Text

4

AutoCAD SHX Text

16

AutoCAD SHX Text

SD1

AutoCAD SHX Text

18

AutoCAD SHX Text

SD1

AutoCAD SHX Text

6

AutoCAD SHX Text

SD1

AutoCAD SHX Text

13

AutoCAD SHX Text

SD1

AutoCAD SHX Text

GIRDER DRAG TRUSS w/E.N., F= 2000 #

AutoCAD SHX Text

1

AutoCAD SHX Text

SD1

AutoCAD SHX Text

T

AutoCAD SHX Text

SLOPING 2x6 w/ EN

AutoCAD SHX Text

L=6'-0"

AutoCAD SHX Text

13

AutoCAD SHX Text

4x12

AutoCAD SHX Text

7

AutoCAD SHX Text

SD1

AutoCAD SHX Text

L=10'-6"

AutoCAD SHX Text

13

AutoCAD SHX Text

SCR3

AutoCAD SHX Text

7

AutoCAD SHX Text

SD1

AutoCAD SHX Text

4x10

AutoCAD SHX Text

w/ EN

AutoCAD SHX Text

14

AutoCAD SHX Text

SD1

AutoCAD SHX Text

4x10

AutoCAD SHX Text

w/EN

AutoCAD SHX Text

14

AutoCAD SHX Text

SD1

AutoCAD SHX Text

4x6

AutoCAD SHX Text

4x6

AutoCAD SHX Text

13

AutoCAD SHX Text

SD1

AutoCAD SHX Text

1-4

AutoCAD SHX Text

SD1

AutoCAD SHX Text

8x8

AutoCAD SHX Text

w/CJT

AutoCAD SHX Text

8x8

AutoCAD SHX Text

w/CJT

AutoCAD SHX Text

8x8

AutoCAD SHX Text

w/CJT

AutoCAD SHX Text

2

AutoCAD SHX Text

SD1

AutoCAD SHX Text

8x8

AutoCAD SHX Text

6x6

AutoCAD SHX Text

POST

AutoCAD SHX Text

CONT. GIRDER DRAG TRUSS w/E.N., F= 3000 #

AutoCAD SHX Text

13

AutoCAD SHX Text

SD1

AutoCAD SHX Text

T

AutoCAD SHX Text

1

AutoCAD SHX Text

SD1

AutoCAD SHX Text

T

AutoCAD SHX Text

10

AutoCAD SHX Text

L=4'-0"

AutoCAD SHX Text

10

AutoCAD SHX Text

L=4'-0"

AutoCAD SHX Text

W-

AutoCAD SHX Text

S-

AutoCAD SHX Text

T

AutoCAD SHX Text

1

AutoCAD SHX Text

192

AutoCAD SHX Text

279

AutoCAD SHX Text

4x6

AutoCAD SHX Text

4x6

AutoCAD SHX Text

T

AutoCAD SHX Text

4x6

AutoCAD SHX Text

DRAG TRUSS w/E.N., F= 3800 #

AutoCAD SHX Text

4

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

5

AutoCAD SHX Text

10

AutoCAD SHX Text

2

AutoCAD SHX Text

SD1

AutoCAD SHX Text


AutoCAD SHX Text

RIDGE LINE

AutoCAD SHX Text

18

AutoCAD SHX Text

SD1

AutoCAD SHX Text

3

AutoCAD SHX Text

SD1

AutoCAD SHX Text

3

AutoCAD SHX Text

SD1

AutoCAD SHX Text

8x10

AutoCAD SHX Text

4x6

AutoCAD SHX Text

POST

AutoCAD SHX Text

8x10

AutoCAD SHX Text

W-

AutoCAD SHX Text

S-

AutoCAD SHX Text

L

AutoCAD SHX Text

1

AutoCAD SHX Text

156

AutoCAD SHX Text

353

AutoCAD SHX Text


AutoCAD SHX Text

4x4

DA

LE

LOREN FO

RB

ES

CIVIL

HIG

HLA

ND

EST

AT

ES

SA

N M

AT

EO

, C

A

TH

E C

HA

ME

RL

AIN

G

RO

UP

LO

T 6: 2135 T

IC

ON

DE

RO

GA

D

R.

N:\Files\E776\Lo

ts6\E776SD

1.d

wg

, 5/23/2017 11:47:09 A

M, B

rian

Fo

rb

es

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text

PERPENDICULAR DRAG STRUT

AutoCAD SHX Text

SHR-005

AutoCAD SHX Text

1. TJI Blocking

AutoCAD SHX Text

2. 10d @ 6" o.c

AutoCAD SHX Text

3. Simpson CS16 w/10d Nails *

AutoCAD SHX Text

3. Simpson CS16 *

AutoCAD SHX Text

** 2" Spacing For CS16

AutoCAD SHX Text

2'-4"

AutoCAD SHX Text

9'-0"

AutoCAD SHX Text

5.6"

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

9'-0"

AutoCAD SHX Text

2'-4"

AutoCAD SHX Text

1.4"**

AutoCAD SHX Text

5.6"

AutoCAD SHX Text

1.4"**

AutoCAD SHX Text

* U.N.O

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

2. 2x Blocking or TJI

AutoCAD SHX Text

** 2" Spacing For CS16

AutoCAD SHX Text

5. E.N.

AutoCAD SHX Text

*U.N.O.

AutoCAD SHX Text

4. Stud Wall

AutoCAD SHX Text

1. 2x Rafter/Joist or TJI

AutoCAD SHX Text

3

AutoCAD SHX Text

2

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text

POST TO POST HOLDOWN

AutoCAD SHX Text

HOD-001

AutoCAD SHX Text

TJI

AutoCAD SHX Text

ALT.FOR

AutoCAD SHX Text

1

AutoCAD SHX Text

Eq.

AutoCAD SHX Text

3

AutoCAD SHX Text

2

AutoCAD SHX Text

Eq.

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

Eq.

AutoCAD SHX Text

1

AutoCAD SHX Text

2-

AutoCAD SHX Text

SimpsonMST-48 U.N.O.

AutoCAD SHX Text

(See Plan)

AutoCAD SHX Text

to install strap

AutoCAD SHX Text

Cut through Sht'g

AutoCAD SHX Text

3-

AutoCAD SHX Text

1-

AutoCAD SHX Text

Post

AutoCAD SHX Text

1

AutoCAD SHX Text

Eq.

AutoCAD SHX Text

Simpson ST6224, UNO MSTi48

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

E.N.

AutoCAD SHX Text

1-

AutoCAD SHX Text

4

AutoCAD SHX Text

Eq.

AutoCAD SHX Text

Eq.

AutoCAD SHX Text

3

AutoCAD SHX Text

5

AutoCAD SHX Text

2-

AutoCAD SHX Text

4-

AutoCAD SHX Text

3-

AutoCAD SHX Text

5-

AutoCAD SHX Text

Sheathing

AutoCAD SHX Text

Stud Wall or BM.

AutoCAD SHX Text

Beam or TJI or LVL, PSL.

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text

SHEAR TRANSFER

AutoCAD SHX Text

SHR-008

AutoCAD SHX Text

3. 1x Cont. w/16d Nails

AutoCAD SHX Text

2

AutoCAD SHX Text

%%UALT CONDITION

AutoCAD SHX Text

2

AutoCAD SHX Text

1

AutoCAD SHX Text

6

AutoCAD SHX Text

3

AutoCAD SHX Text

5

AutoCAD SHX Text

4

AutoCAD SHX Text

6. 2x Cont. w/16d's @

AutoCAD SHX Text

5. 2x Blkg w/Plywd E.N

AutoCAD SHX Text

4. Edge Nailing

AutoCAD SHX Text

5

AutoCAD SHX Text

at 8" O.C

AutoCAD SHX Text

at 8" O.C

AutoCAD SHX Text

4

AutoCAD SHX Text

1

AutoCAD SHX Text

2. Plywd Roof Shtg.

AutoCAD SHX Text

1. 2X Rafter

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text

SHEAR TRANSFER

AutoCAD SHX Text

SHR-009

AutoCAD SHX Text

8

AutoCAD SHX Text

8

AutoCAD SHX Text

6

AutoCAD SHX Text

#

AutoCAD SHX Text

*U.N.O.

AutoCAD SHX Text

#As Per Plan

AutoCAD SHX Text

7

AutoCAD SHX Text

6

AutoCAD SHX Text

#

AutoCAD SHX Text

1

AutoCAD SHX Text

7

AutoCAD SHX Text

1. 2x Blocking or A35 Per Plan

AutoCAD SHX Text

4

AutoCAD SHX Text

4

AutoCAD SHX Text

#

AutoCAD SHX Text

Omit if Truss

AutoCAD SHX Text

for Drag Force

AutoCAD SHX Text

is Adequate

AutoCAD SHX Text

1

AutoCAD SHX Text

3

AutoCAD SHX Text

#

AutoCAD SHX Text

5

AutoCAD SHX Text

1

AutoCAD SHX Text

5

AutoCAD SHX Text

8. E.N

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

2. Roof Shtg

AutoCAD SHX Text

6. Stud Frmg

AutoCAD SHX Text

3. Struct.Trusses

AutoCAD SHX Text

4. 8d at 6" O.C

AutoCAD SHX Text

5. 16d at 8" O.C

AutoCAD SHX Text

7. Truss

AutoCAD SHX Text

2

AutoCAD SHX Text

5

AutoCAD SHX Text

9

AutoCAD SHX Text

11

AutoCAD SHX Text

16

AutoCAD SHX Text

14

AutoCAD SHX Text

17

AutoCAD SHX Text

@ DBL TJI/LVL/PSL @ Top

AutoCAD SHX Text

(See Plan)

AutoCAD SHX Text

x

AutoCAD SHX Text

STRAP

AutoCAD SHX Text

/PSL AT TOP

AutoCAD SHX Text

@ DBL TJI/LVL

AutoCAD SHX Text

1

AutoCAD SHX Text

ST6236

AutoCAD SHX Text

MSTi60

AutoCAD SHX Text

MSTi72

AutoCAD SHX Text

MST48

AutoCAD SHX Text

2

AutoCAD SHX Text

-

AutoCAD SHX Text

MST60

AutoCAD SHX Text

3

AutoCAD SHX Text

EQ.

AutoCAD SHX Text

3

AutoCAD SHX Text

EQ.

AutoCAD SHX Text

5

AutoCAD SHX Text

%%ualt. loc.

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text

JOIST DRAG STRUT

AutoCAD SHX Text

DRG-009e

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text

2

AutoCAD SHX Text

DRAG TRUSS SHEAR TRANSFER

AutoCAD SHX Text

SHR-010

AutoCAD SHX Text

6

AutoCAD SHX Text

6

AutoCAD SHX Text

6

AutoCAD SHX Text

%%UALTERNATE

AutoCAD SHX Text

1

AutoCAD SHX Text

#

AutoCAD SHX Text

3

AutoCAD SHX Text

#

AutoCAD SHX Text

6

AutoCAD SHX Text

2. 16d Nails*

AutoCAD SHX Text

3. Struct. Truss

AutoCAD SHX Text

* See Spacing on

AutoCAD SHX Text

Schedule Below.

AutoCAD SHX Text

* U.N.O.

AutoCAD SHX Text

# As Per Plans

AutoCAD SHX Text

SPACING

AutoCAD SHX Text

2

AutoCAD SHX Text

6

AutoCAD SHX Text

#

AutoCAD SHX Text

STAGGERED

AutoCAD SHX Text

5

AutoCAD SHX Text

2

AutoCAD SHX Text

2"

AutoCAD SHX Text

4"

AutoCAD SHX Text

1

AutoCAD SHX Text

#

AutoCAD SHX Text

6

AutoCAD SHX Text

3

AutoCAD SHX Text

.X

AutoCAD SHX Text

6

AutoCAD SHX Text

16d

AutoCAD SHX Text

5. 2x Blk'g

AutoCAD SHX Text

6. E.N

AutoCAD SHX Text

4. Roof Shtg

AutoCAD SHX Text

4

AutoCAD SHX Text

E.N.

AutoCAD SHX Text

8"

AutoCAD SHX Text

16"

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

ROOF

AutoCAD SHX Text

A35

AutoCAD SHX Text

1. Simp.A35 * at 48"O.C

AutoCAD SHX Text

(To Be Installed After

AutoCAD SHX Text

Loading Roof)

AutoCAD SHX Text

is Adequate

AutoCAD SHX Text

for Drag Force

AutoCAD SHX Text

Omit if Truss

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text

7

AutoCAD SHX Text

SPECIAL SHEAR AT WINDOW OPENING

AutoCAD SHX Text

SHR-015

AutoCAD SHX Text

Nailing.

AutoCAD SHX Text

3

AutoCAD SHX Text

1

AutoCAD SHX Text

OPNG.

AutoCAD SHX Text

WDW.

AutoCAD SHX Text

Plan, Typ.

AutoCAD SHX Text

See Framing

AutoCAD SHX Text

5

AutoCAD SHX Text

* U.N.O

AutoCAD SHX Text

PANEL WIDTH

AutoCAD SHX Text

2

AutoCAD SHX Text

12"

AutoCAD SHX Text

4

AutoCAD SHX Text

Continuous Abv. &

AutoCAD SHX Text

w/10d @ 2" o.c. @ Ea.

AutoCAD SHX Text

2. Dbl.Top Plates

AutoCAD SHX Text

Below Window

AutoCAD SHX Text

4. 2x Blocking

AutoCAD SHX Text

5. Shear Wall Edge

AutoCAD SHX Text

3. (1)Simpson CS16 *

AutoCAD SHX Text

1. Dbl.2x Sill

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text

12

AutoCAD SHX Text

INTERRUPTED DRAGS

AutoCAD SHX Text

DRG-018

AutoCAD SHX Text

Common Nails @ 4.2"

AutoCAD SHX Text

6. 2 Rows of 8d

AutoCAD SHX Text

5. 8d. Common Nails@

AutoCAD SHX Text

3

AutoCAD SHX Text

1. Beam or Mtpl.Jsts.

AutoCAD SHX Text

2. Blocking

AutoCAD SHX Text

3. 12' Long

AutoCAD SHX Text

4. Wall or BM/Jsts.

AutoCAD SHX Text

1

AutoCAD SHX Text

b.

AutoCAD SHX Text

1

AutoCAD SHX Text

6

AutoCAD SHX Text

6

AutoCAD SHX Text

a.

AutoCAD SHX Text

2'-6"

AutoCAD SHX Text

2'-6"

AutoCAD SHX Text

4

AutoCAD SHX Text

1

AutoCAD SHX Text

5

AutoCAD SHX Text

2

AutoCAD SHX Text

CS16*

AutoCAD SHX Text

5.4 o/c (6" o/c for

AutoCAD SHX Text

CS16)

AutoCAD SHX Text

o/c (4" o/c For CS16)

AutoCAD SHX Text

* U.N.O.

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text

13

AutoCAD SHX Text

ROOF CONNECTION

AutoCAD SHX Text

ROF-028

AutoCAD SHX Text

3

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

5

AutoCAD SHX Text

4

AutoCAD SHX Text

2. Roof Sheeathing

AutoCAD SHX Text

12" o.c., U.N.O.

AutoCAD SHX Text

Hanger Per Truss Mfr.

AutoCAD SHX Text

5. 2x Blocking W/16d's @

AutoCAD SHX Text

4. Typical Roof Trusses

AutoCAD SHX Text

3. Girder Truss W/ Approved

AutoCAD SHX Text

Per Plan

AutoCAD SHX Text

1. Edge Nailing

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text

18

AutoCAD SHX Text

DRAG TIE TO TRUSS

AutoCAD SHX Text

DRG-007

AutoCAD SHX Text

Eq. Eq.

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

4

AutoCAD SHX Text

1

AutoCAD SHX Text

3

AutoCAD SHX Text

2

AutoCAD SHX Text

2

AutoCAD SHX Text

4

AutoCAD SHX Text

16d @ 4" o.c Stagg.

AutoCAD SHX Text

@ Single Drag Truss Only

AutoCAD SHX Text

2. Drag Truss, See Plan

AutoCAD SHX Text

4. 2x4 Scab L=8' w/

AutoCAD SHX Text

5. Post & Beam

AutoCAD SHX Text

6. Top Plates Alt.

AutoCAD SHX Text

1. Edge Nailing

AutoCAD SHX Text

3. Simpson ST 6236*

AutoCAD SHX Text

* U.N.O

AutoCAD SHX Text

2

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text

20

AutoCAD SHX Text

ROOF TO WALL SHEAR TRANSFER

AutoCAD SHX Text

SHR-012

AutoCAD SHX Text

%%uRAFTERS PARALLEL

AutoCAD SHX Text

%%UALTERNATE

AutoCAD SHX Text

TO WALL

AutoCAD SHX Text

10

AutoCAD SHX Text

5

AutoCAD SHX Text

1

AutoCAD SHX Text

4

AutoCAD SHX Text

6

AutoCAD SHX Text

9. Simp.TS9 @ 48"o.c

AutoCAD SHX Text

11. 4-16d per Stud

AutoCAD SHX Text

2x Blocking

AutoCAD SHX Text

w/ 4-16d

AutoCAD SHX Text

12. Simpson LU

AutoCAD SHX Text

2

AutoCAD SHX Text

TO WALL

AutoCAD SHX Text

%%URAFTERS PERPENDICULAR

AutoCAD SHX Text

12

AutoCAD SHX Text

11

AutoCAD SHX Text

1

AutoCAD SHX Text

9

AutoCAD SHX Text

10

AutoCAD SHX Text

Wrap to

AutoCAD SHX Text

1

AutoCAD SHX Text

PER

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

10

AutoCAD SHX Text

side

AutoCAD SHX Text

7

AutoCAD SHX Text

10.

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

PER

AutoCAD SHX Text

2

AutoCAD SHX Text

8

AutoCAD SHX Text

10

AutoCAD SHX Text

7. 2x Blocking

AutoCAD SHX Text

w/ 16d @ 6" o.c

AutoCAD SHX Text

8. Lap & Spike

AutoCAD SHX Text

3. 2x Blocking

AutoCAD SHX Text

2. Edge Nailing

AutoCAD SHX Text

1. Roof Sheathing

AutoCAD SHX Text

Top Chord.

AutoCAD SHX Text

5. Rafter or Truss

AutoCAD SHX Text

4. 16d @ 6"o.c

AutoCAD SHX Text

3

AutoCAD SHX Text

2

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

PER

AutoCAD SHX Text

9

AutoCAD SHX Text

6. Studwall

AutoCAD SHX Text

6

AutoCAD SHX Text

4

AutoCAD SHX Text

6

AutoCAD SHX Text

6

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text

1

AutoCAD SHX Text

EAVE TRUSS SHEAR CONNECTION

AutoCAD SHX Text

SHR-001

AutoCAD SHX Text

7

AutoCAD SHX Text

6

AutoCAD SHX Text

5

AutoCAD SHX Text

4

AutoCAD SHX Text

5. 1x Starter Bd. @ Exp. Eaves

AutoCAD SHX Text

7. Top Plate

AutoCAD SHX Text

1. Manuf. Wood Trusses.

AutoCAD SHX Text

8. Simpson H1 at 48"o/c *

AutoCAD SHX Text

3. Simpson A35 at 48"o/c *

AutoCAD SHX Text

4. Edge Nailing

AutoCAD SHX Text

2. Roof Sheathing

AutoCAD SHX Text

6. 2x BLK'G. - To Be Fit Tight &

AutoCAD SHX Text

Snug To Truss And No Skip

AutoCAD SHX Text

BLK'G. Allowed.

AutoCAD SHX Text

24" o/c

AutoCAD SHX Text

24" o/c

AutoCAD SHX Text

1-3

AutoCAD SHX Text

N.A.

AutoCAD SHX Text

1-4

AutoCAD SHX Text

1-2

AutoCAD SHX Text

1-1

AutoCAD SHX Text

X

AutoCAD SHX Text

H1

AutoCAD SHX Text

%%UALT CONDITION

AutoCAD SHX Text

1

AutoCAD SHX Text

*U.N.O.

AutoCAD SHX Text

6

AutoCAD SHX Text

4

AutoCAD SHX Text

6

AutoCAD SHX Text

6

AutoCAD SHX Text

A35

AutoCAD SHX Text

SPACING

AutoCAD SHX Text

E.N

AutoCAD SHX Text

40" o/c

AutoCAD SHX Text

32" o/c

AutoCAD SHX Text

24" o/c

AutoCAD SHX Text

16" o/c

AutoCAD SHX Text

(Vent Holes OK)

AutoCAD SHX Text

8

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

NOTE: 1st A35 or H1 on 1st Blk

AutoCAD SHX Text

24" o/c

AutoCAD SHX Text

ALT: (2) H2.5 PER H1

AutoCAD SHX Text

2-1

AutoCAD SHX Text

2-2

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text

3

AutoCAD SHX Text

DRAG DETAIL

AutoCAD SHX Text

DRG-001

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

X

AutoCAD SHX Text

3-1

AutoCAD SHX Text

3-2

AutoCAD SHX Text

Strap

AutoCAD SHX Text

ST6236

AutoCAD SHX Text

MST48

AutoCAD SHX Text

MSTi60

AutoCAD SHX Text

MSTi72

AutoCAD SHX Text

1. Plywd. Shtg w/E.N

AutoCAD SHX Text

(To Each Joist When Dbl F/J)

AutoCAD SHX Text

Alt. MSTi 48 at Dbl. TJI/PSL/LVL

AutoCAD SHX Text

5. See Plan for Brg. Condition.

AutoCAD SHX Text

4. Drop Beam, or Dbl Jst.

AutoCAD SHX Text

2. Flush Beam, or Dbl Jst.

AutoCAD SHX Text

3. Simp.ST 6224, UNO

AutoCAD SHX Text

-

AutoCAD SHX Text

MST60

AutoCAD SHX Text

3-3

AutoCAD SHX Text

LVL/PSL

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

A) IF DBL 2x JST's PROVIDE E.N. EA MEMBER B) IF TSR or ML ADD NAILER

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text

8

AutoCAD SHX Text

JOIST SHEAR CONNECTION

AutoCAD SHX Text

SHR-004

AutoCAD SHX Text

6. Simpson A35 At 48" o.c. (U.N.0.)

AutoCAD SHX Text

OPT.1 : TJI w/ A35

AutoCAD SHX Text

9

AutoCAD SHX Text

A35 Spacing

AutoCAD SHX Text

8-3

AutoCAD SHX Text

5. Studwall Or Beam

AutoCAD SHX Text

8. Dbl.Top Plates

AutoCAD SHX Text

1. Edge Nailing

AutoCAD SHX Text

8-4

AutoCAD SHX Text

3. Solid Cont. Rim

AutoCAD SHX Text

8-1

AutoCAD SHX Text

32

AutoCAD SHX Text

8-2

AutoCAD SHX Text

16

AutoCAD SHX Text

8

AutoCAD SHX Text

24

AutoCAD SHX Text

8-3

AutoCAD SHX Text

8-4

AutoCAD SHX Text

8-1

AutoCAD SHX Text

8-2

AutoCAD SHX Text

12"

AutoCAD SHX Text

6"

AutoCAD SHX Text

2" Stagg

AutoCAD SHX Text

OPT.2 : TJI w/ Nails Per Table

AutoCAD SHX Text

if Blk'g offset only

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

9. TJI Block Nailing

AutoCAD SHX Text

7. TJI Blk'g

AutoCAD SHX Text

4. Alt. LTP4 Location

AutoCAD SHX Text

4" Stagg E/S

AutoCAD SHX Text

6

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

2. Cantilever when Applies

AutoCAD SHX Text

7

AutoCAD SHX Text

3

AutoCAD SHX Text

8

AutoCAD SHX Text

Spacing

AutoCAD SHX Text

10d

AutoCAD SHX Text

SD1

AutoCAD SHX Text

STRUCTURAL DETAILS

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text

6

AutoCAD SHX Text

DRAG CONNECTION

AutoCAD SHX Text

DRG-010

AutoCAD SHX Text

4

AutoCAD SHX Text

2. Simpson ST6236 *

AutoCAD SHX Text

1. (2)2x Joist (See Plan)

AutoCAD SHX Text

EQ.

AutoCAD SHX Text

3. Edge Nailing

AutoCAD SHX Text

* U.N.O.

AutoCAD SHX Text

4. 2x Top Plates

AutoCAD SHX Text

2

AutoCAD SHX Text

EQ.

AutoCAD SHX Text

3

AutoCAD SHX Text

1

AutoCAD SHX Text

4. Bottom Of Truss Per Plan

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text

5

AutoCAD SHX Text

NON-BEARING WALL CONNECTION

AutoCAD SHX Text

CON-019

AutoCAD SHX Text

3

AutoCAD SHX Text

2

AutoCAD SHX Text

1

AutoCAD SHX Text

48" o.c. @ All Non-bearing

AutoCAD SHX Text

3. 2x4 Walls @ 16" o.c.,U.N.O.

AutoCAD SHX Text

w/ Simpson STCT Clip @

AutoCAD SHX Text

1. 3/4" x Space @ Top Plate

AutoCAD SHX Text

2. 1x4 Plate Ovwer 2x4 Plate

AutoCAD SHX Text

4

AutoCAD SHX Text

Interior Walls

AutoCAD SHX Text

To Bottom OF Truss

AutoCAD SHX Text

4. 2x6 PTDF Sill w/ 1/2" %%c

AutoCAD SHX Text

Or Use 16d @ 6" O/C

AutoCAD SHX Text

RTW-020

AutoCAD SHX Text

10

AutoCAD SHX Text

WALL @ CONC OR CMU WALL

AutoCAD SHX Text

5. Concrete Or CMU Wall

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text

1. Shear Wall, See Plan

AutoCAD SHX Text

2. Edge Nailing

AutoCAD SHX Text

Per Foundation Plan

AutoCAD SHX Text

3. Sill Plate Nailing

AutoCAD SHX Text

A.B. @ 32"o/c U.N.O. On Plan

AutoCAD SHX Text

1

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

2

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

SHEET: OF:

AutoCAD SHX Text

JOB NO.

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text


AutoCAD SHX Text

FAX: 714-835-2819

AutoCAD SHX Text

PHONE: 714-835-2800

AutoCAD SHX Text

SANTA ANA, CA 92701

AutoCAD SHX Text

JN.-

AutoCAD SHX Text

,INC.

AutoCAD SHX Text


AutoCAD SHX Text

E776

AutoCAD SHX Text

05/23/2017

AutoCAD SHX Text

-

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

G

AutoCAD SHX Text

I

AutoCAD SHX Text

F

AutoCAD SHX Text

C

AutoCAD SHX Text

A

AutoCAD SHX Text

S

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

T

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

G

AutoCAD SHX Text

I

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text

F

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

D

AutoCAD SHX Text

P

AutoCAD SHX Text

I

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text

E

AutoCAD SHX Text

N

AutoCAD SHX Text

A

AutoCAD SHX Text

L

AutoCAD SHX Text

N

AutoCAD SHX Text

T

AutoCAD SHX Text

A

AutoCAD SHX Text

E

AutoCAD SHX Text

T

AutoCAD SHX Text

O

AutoCAD SHX Text

R

AutoCAD SHX Text

N

AutoCAD SHX Text

O

AutoCAD SHX Text

I

AutoCAD SHX Text

A

AutoCAD SHX Text

I

AutoCAD SHX Text

F

AutoCAD SHX Text

L

AutoCAD SHX Text

C 30407

AutoCAD SHX Text

PLOT DATE

AutoCAD SHX Text

-

AutoCAD SHX Text

05/23/2017

AutoCAD SHX Text

E776

AutoCAD SHX Text

5-2-17 BDC

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

1

AutoCAD SHX Text

6

AutoCAD SHX Text

5

AutoCAD SHX Text

4. (2)16d Nails Per Blk.

AutoCAD SHX Text

Or 16d @ 8" o.c. *

AutoCAD SHX Text

5. Deck Sheathing

AutoCAD SHX Text

6. Edge Nailing

AutoCAD SHX Text

* U.N.O.

AutoCAD SHX Text

3. 2x Deck Joist

AutoCAD SHX Text

2. Solid Blk. Or Rim Joist

AutoCAD SHX Text

1. Flr. Sheathing

AutoCAD SHX Text

Or Timberstrand Or Bm

AutoCAD SHX Text

See Plan

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text

19

AutoCAD SHX Text

DECK JOIST CONNECTION

AutoCAD SHX Text

DCK-001a

AutoCAD SHX Text

5

AutoCAD SHX Text

3

AutoCAD SHX Text

2

AutoCAD SHX Text

1

AutoCAD SHX Text

4

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text

4

AutoCAD SHX Text

EXTERIOR GRADE BEAM FOR HFX

AutoCAD SHX Text

BB-HARDYGB

AutoCAD SHX Text

4 BAR COND.

AutoCAD SHX Text

1.HFX PANEL (PER PLAN) HFX PANEL (PER PLAN) 2.HFX A.B.'S (PER PLAN) HFX A.B.'S (PER PLAN) 3.SLAB SLAB 4.REFER TO HFX-1 SHEET REFER TO HFX-1 SHEET BY MANUF. FOR ADDITIONAL INFO. 5.GRADE BEAM & REBAR GRADE BEAM & REBAR (PER PLAN)

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text

15

AutoCAD SHX Text

PAD DETAIL

AutoCAD SHX Text

FDN-020e

AutoCAD SHX Text

4

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

3"

AutoCAD SHX Text

8"

AutoCAD SHX Text

21"

AutoCAD SHX Text

1 1/2"

AutoCAD SHX Text

4

AutoCAD SHX Text

3"

AutoCAD SHX Text

3"

AutoCAD SHX Text

1 1/2"

AutoCAD SHX Text

1. Post, See Plan 2. Stl. Angle L 4"x4"x1/4" Thk. 3. (4) 3/4" Dia. M.B.'s w/3.5" Dia.Washer 4. Caisson Rebar 5. #3 @ 8" o.c. 6. 2" Sand min. 7. 1/4" Plate Provide min.1" Gap

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

5

AutoCAD SHX Text

5

DA

LE

LOREN FO

RB

ES

CIVIL

HIG

HLA

ND

EST

AT

ES

SA

N M

AT

EO

, C

A

TH

E C

HA

ME

RL

AIN

G

RO

UP

LO

T 6: 2135 T

IC

ON

DE

RO

GA

D

R.

N:\Files\E776\Lo

ts6\E776SD

2.d

wg

, 5/23/2017 11:47:19 A

M, B

rian

Fo

rb

es

AutoCAD SHX Text

SD2

AutoCAD SHX Text

STRUCTURAL DETAILS

AutoCAD SHX Text

@ 4" O.C.

AutoCAD SHX Text

L= 24"

AutoCAD SHX Text

GRADE BEAM

AutoCAD SHX Text

GRADE BEAM

AutoCAD SHX Text

SEE PLAN

AutoCAD SHX Text

SEE PLAN

AutoCAD SHX Text

MIN. TYP.

AutoCAD SHX Text

TOP & BOT.

AutoCAD SHX Text

(2) #5 DOWELS

AutoCAD SHX Text

@ TOP & BOTTOM

AutoCAD SHX Text

GRADE BEAMS

AutoCAD SHX Text

W/ REINF.

AutoCAD SHX Text

PER PLAN

AutoCAD SHX Text

%%UPLAN VIEW

AutoCAD SHX Text

PER PLAN

AutoCAD SHX Text

%%UPLAN VIEW

AutoCAD SHX Text

PILE PER

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

FOR SIZE

AutoCAD SHX Text

& REINF.

AutoCAD SHX Text

(4) #6 DOWELS

AutoCAD SHX Text

PER PLAN

AutoCAD SHX Text

(2) #5 DOWELS

AutoCAD SHX Text

TOP & BOTT.

AutoCAD SHX Text

24"

AutoCAD SHX Text

24"

AutoCAD SHX Text

GRADE BEAM

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text

24

AutoCAD SHX Text

INTERIOR GRADE BM

AutoCAD SHX Text

<

AutoCAD SHX Text

PER PLAN

AutoCAD SHX Text

PER PLAN

AutoCAD SHX Text

PIER

AutoCAD SHX Text

2x FLR. JOIST OR

AutoCAD SHX Text

2x BLK'G w/A-35's @ 16"o/c

AutoCAD SHX Text

SHEAR WALL WHERE OCCURS

AutoCAD SHX Text

EDGE NAILING

AutoCAD SHX Text

3.

AutoCAD SHX Text

2

AutoCAD SHX Text

5

AutoCAD SHX Text

4

AutoCAD SHX Text

1

AutoCAD SHX Text

3

AutoCAD SHX Text

5.

AutoCAD SHX Text

4.

AutoCAD SHX Text

1.

AutoCAD SHX Text

2.

AutoCAD SHX Text

REINFORCING

AutoCAD SHX Text

PIER

AutoCAD SHX Text

10

AutoCAD SHX Text

1

AutoCAD SHX Text

FD1

AutoCAD SHX Text

8

AutoCAD SHX Text

SD1

AutoCAD SHX Text

SEE

AutoCAD SHX Text

SEE

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

2

AutoCAD SHX Text

4

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text

22

AutoCAD SHX Text

G.B. INTERSECTION

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text

23

AutoCAD SHX Text

GRADE BM @ CORNER

AutoCAD SHX Text

%%UPLAN VIEW

AutoCAD SHX Text

ALL-THREAD

AutoCAD SHX Text

A.B. PER CHART

AutoCAD SHX Text

FTG.

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

EDGE

AutoCAD SHX Text

SILL

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

BOLT

AutoCAD SHX Text

DOUBLE NUTS

AutoCAD SHX Text

A36 STEEL WASHER

AutoCAD SHX Text

HDU= ICC-ESR-2330

AutoCAD SHX Text

HTT= IAPMO-ES-ER-130

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text

26

AutoCAD SHX Text

HOLDOWN

AutoCAD SHX Text

03/23/09

AutoCAD SHX Text

HOLDOWN

AutoCAD SHX Text

A.B. DIA.

AutoCAD SHX Text

HDQ8

AutoCAD SHX Text

5/8"

AutoCAD SHX Text

5/8"

AutoCAD SHX Text

7/8"

AutoCAD SHX Text

7/8"

AutoCAD SHX Text

1"

AutoCAD SHX Text

CAPACITY

AutoCAD SHX Text

3075 lbs

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

10"

AutoCAD SHX Text

** ALL BOLTS A307

AutoCAD SHX Text

HDU2

AutoCAD SHX Text

HDU8

AutoCAD SHX Text

D

AutoCAD SHX Text

4400 lbs

AutoCAD SHX Text

9"

AutoCAD SHX Text

9"

AutoCAD SHX Text

f'c min.= 2,500 psi

AutoCAD SHX Text

1"

AutoCAD SHX Text

30"

AutoCAD SHX Text

10"

AutoCAD SHX Text

15"

AutoCAD SHX Text

13"

AutoCAD SHX Text

14121 lbs

AutoCAD SHX Text

Post Req'd

AutoCAD SHX Text

4x4

AutoCAD SHX Text

4x4

AutoCAD SHX Text

4x8

AutoCAD SHX Text

19"

AutoCAD SHX Text

19"

AutoCAD SHX Text

6"

AutoCAD SHX Text

6"

AutoCAD SHX Text

9.5"

AutoCAD SHX Text

9.5"

AutoCAD SHX Text

10.5"

AutoCAD SHX Text

10.5"

AutoCAD SHX Text

16.75"

AutoCAD SHX Text

16.75"

AutoCAD SHX Text

16.75"

AutoCAD SHX Text

16.5"

AutoCAD SHX Text

16.5"

AutoCAD SHX Text

16.5"

AutoCAD SHX Text

33"

AutoCAD SHX Text

33"

AutoCAD SHX Text

33"

AutoCAD SHX Text

HDU11

AutoCAD SHX Text

HDU14

AutoCAD SHX Text

6970 lbs

AutoCAD SHX Text

7630 lbs

AutoCAD SHX Text

9535 lbs

AutoCAD SHX Text

4x4,(4x6=7807 lbs)

AutoCAD SHX Text

4x4,(4x6=9230 lbs)

AutoCAD SHX Text

4x6,(4x8=10357 lbs)

AutoCAD SHX Text

HDU4/HDU5

AutoCAD SHX Text

5/8"

AutoCAD SHX Text

4x4

AutoCAD SHX Text

19"

AutoCAD SHX Text

6"

AutoCAD SHX Text

9.5"

AutoCAD SHX Text

10.5"

AutoCAD SHX Text

5/8"

AutoCAD SHX Text

4x4

AutoCAD SHX Text

19"

AutoCAD SHX Text

6"

AutoCAD SHX Text

9.5"

AutoCAD SHX Text

10.5"

AutoCAD SHX Text

HTT16/HTT4

AutoCAD SHX Text

HTT22/HTT5

AutoCAD SHX Text

3610 lbs

AutoCAD SHX Text

4165 lbs

AutoCAD SHX Text

All Values are ASD

AutoCAD SHX Text

w/2.5"x2.5"x1/4"

AutoCAD SHX Text

FLOOR JOIST

AutoCAD SHX Text

SILL PLATE

AutoCAD SHX Text

SOLID BLOCKING BELOW HD

AutoCAD SHX Text

Deepen Footing As Required To Obtain Anchor Embedment and Concrete Cover. Holdown Anchors Must Be Tied In Place Prior To Foundation Inspection.

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

1.

AutoCAD SHX Text

2.

AutoCAD SHX Text

3.

AutoCAD SHX Text

Caisson Per Plan

AutoCAD SHX Text

#3 Ties @ 8" o.c.

AutoCAD SHX Text

Vert. Bars Per Plan

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text

25

AutoCAD SHX Text

GRADE BEAM

AutoCAD SHX Text

U.N.O.

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text

31

AutoCAD SHX Text

CAISSON SECTION

AutoCAD SHX Text

3x6 SILL PL. w/ 5/8"

AutoCAD SHX Text

& BOTTOM TYP.

AutoCAD SHX Text

2 #5 BARS TOP

AutoCAD SHX Text

PROVIDE CLEARANCE

AutoCAD SHX Text

AND WATER DRAINAGE

AutoCAD SHX Text

AT ACCESS

AutoCAD SHX Text

FOUNDATION

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text

32

AutoCAD SHX Text

FOUNDATION ACCESS

AutoCAD SHX Text

B-RAISEDACCESS

AutoCAD SHX Text

6

AutoCAD SHX Text

x 12" AB @ 48' U.N.O.

AutoCAD SHX Text

6.

AutoCAD SHX Text

(2) #5 TOP & BOTTOM, U.N.O.

AutoCAD SHX Text

6

AutoCAD SHX Text

5

AutoCAD SHX Text

1.Floor Joists Floor Joists 2.E.N. E.N. 3.Cripple Wall Cripple Wall 4.Grade Beam Per Plan Grade Beam Per Plan 5.2-#5 Top & Bottom, 2-#5 Top & Bottom, U.N.O. 6.#3 Ties @ 12" o.c.#3 Ties @ 12" o.c.

AutoCAD SHX Text

varies

AutoCAD SHX Text

see plan

AutoCAD SHX Text

6"Min.-1Sty

AutoCAD SHX Text

8"Min.-2Sty

AutoCAD SHX Text

2

AutoCAD SHX Text

1

AutoCAD SHX Text

8

AutoCAD SHX Text

SEE DETAILS 33 AND 36 FOR

AutoCAD SHX Text

ADDITIONAL INFORMATION

AutoCAD SHX Text

Condition w/ Heel

AutoCAD SHX Text

1 1/2"Clr

AutoCAD SHX Text

3"Min.

AutoCAD SHX Text

5

AutoCAD SHX Text

Alternate Footing

AutoCAD SHX Text

*

AutoCAD SHX Text

8"Min.

AutoCAD SHX Text

U.N.O.

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text

34

AutoCAD SHX Text

EXTERIOR GARAGE FOOTING

AutoCAD SHX Text

FDN-005

AutoCAD SHX Text

3" Clr

AutoCAD SHX Text

Concrete Cover.

AutoCAD SHX Text

As Required To

AutoCAD SHX Text

Obtain Anchor

AutoCAD SHX Text

Embedment and

AutoCAD SHX Text

Deepen Footing

AutoCAD SHX Text

Must Be Tied In

AutoCAD SHX Text

Place Prior To

AutoCAD SHX Text

Foundation

AutoCAD SHX Text

Inspection.

AutoCAD SHX Text

Holdown Anchors

AutoCAD SHX Text

ICC-ESR 2330

AutoCAD SHX Text

HOLDOWN

AutoCAD SHX Text

A.B. DIA.

AutoCAD SHX Text

HDQ8

AutoCAD SHX Text

5/8"

AutoCAD SHX Text

5/8"

AutoCAD SHX Text

7/8"

AutoCAD SHX Text

7/8"

AutoCAD SHX Text

1"

AutoCAD SHX Text

HDU2

AutoCAD SHX Text

HDU8

AutoCAD SHX Text

1"

AutoCAD SHX Text

HDU11

AutoCAD SHX Text

HDU14

AutoCAD SHX Text

5/8"

AutoCAD SHX Text

SSTB

AutoCAD SHX Text

le

AutoCAD SHX Text

N/A

AutoCAD SHX Text

MAY BE INSTALLED UP

AutoCAD SHX Text

TO 6" ABOVE MUDSILL

AutoCAD SHX Text

SIMPSON SSTB

AutoCAD SHX Text

FOR 2X, 3X, AND 2-2X MUDSILLS

AutoCAD SHX Text

N/A

AutoCAD SHX Text

SIMPSON HOLDOWN PER PLAN

AutoCAD SHX Text

REFERENCE

AutoCAD SHX Text

CHART FOR TYPE

AutoCAD SHX Text

HDU4/HTT4

AutoCAD SHX Text

HDU5/HTT5

AutoCAD SHX Text

REINF. PER

AutoCAD SHX Text

FOUNDATION PLAN

AutoCAD SHX Text

ICC-ESR 2611

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

SSTB24

AutoCAD SHX Text

SSTB34

AutoCAD SHX Text

20 5/8"

AutoCAD SHX Text

28 7/8"

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text

35

AutoCAD SHX Text

HOLDOWN DETAIL SSTB BOLT

AutoCAD SHX Text

BB-SSTB

AutoCAD SHX Text

COLD JOINT WHERE OCCURS

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text

21

AutoCAD SHX Text

CAISSON / G.B. CONN.

AutoCAD SHX Text

5.

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text

27

AutoCAD SHX Text

HOUSE TO GARAGE

AutoCAD SHX Text

5

AutoCAD SHX Text

4

AutoCAD SHX Text

2

AutoCAD SHX Text

CASSION

AutoCAD SHX Text

PER PLAN

AutoCAD SHX Text

GRADE BEAM

AutoCAD SHX Text

PER PLAN

AutoCAD SHX Text

EXPANSION JOINT

AutoCAD SHX Text

2x4 STUDS @ 16"o/c UNO

AutoCAD SHX Text

FLOOR DIAP. PER PLAN

AutoCAD SHX Text

FLOOR JOISTS w/PLYWD.

AutoCAD SHX Text

2x BLK'G w/A-35's @ 16"o/c

AutoCAD SHX Text

3

AutoCAD SHX Text

1

AutoCAD SHX Text

4.

AutoCAD SHX Text

1.

AutoCAD SHX Text

2.

AutoCAD SHX Text

3.

AutoCAD SHX Text

7

AutoCAD SHX Text

OR RIM

AutoCAD SHX Text

GARAGE SLAB PER DETAIL 33

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text

36

AutoCAD SHX Text

EXTERIOR WALL

AutoCAD SHX Text

FOR TYP. INFO.

AutoCAD SHX Text

<

AutoCAD SHX Text

END NAILING PER PLAN

AutoCAD SHX Text

ANCHOR BOLT PER PLAN

AutoCAD SHX Text

GRADE BEAM PER PLAN

AutoCAD SHX Text

2x4 STUDS @ 16"o/c UNO

AutoCAD SHX Text

FLOOR JOISTS w/PLYWD.

AutoCAD SHX Text

2x BLK'G w/A-35's @ 16"o/c

AutoCAD SHX Text

OR RIM JOISTS

AutoCAD SHX Text

7.

AutoCAD SHX Text

PER PLAN

AutoCAD SHX Text

PIER

AutoCAD SHX Text

2

AutoCAD SHX Text

5

AutoCAD SHX Text

1

AutoCAD SHX Text

7

AutoCAD SHX Text

3

AutoCAD SHX Text

1.

AutoCAD SHX Text

6.

AutoCAD SHX Text

5.

AutoCAD SHX Text

2.

AutoCAD SHX Text

3.

AutoCAD SHX Text

8.

AutoCAD SHX Text

6

AutoCAD SHX Text

8

AutoCAD SHX Text

3x P.T. Sill w/5/8" x 12" A.B.'s

AutoCAD SHX Text

9

AutoCAD SHX Text

@ 48" o.c., U.N.O.

AutoCAD SHX Text

#3 Ties @ 12" o.c.

AutoCAD SHX Text

10

AutoCAD SHX Text

9.

AutoCAD SHX Text

10.

AutoCAD SHX Text

2-#5 TOP & BOTTOM, U.N.O.

AutoCAD SHX Text

REFER TO DETAIL 33

AutoCAD SHX Text

SHEET: OF:

AutoCAD SHX Text

JOB NO.

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text


AutoCAD SHX Text

FAX: 714-835-2819

AutoCAD SHX Text

PHONE: 714-835-2800

AutoCAD SHX Text

SANTA ANA, CA 92701

AutoCAD SHX Text

JN.-

AutoCAD SHX Text

,INC.

AutoCAD SHX Text


AutoCAD SHX Text

E776

AutoCAD SHX Text

05/23/2017

AutoCAD SHX Text

-

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

G

AutoCAD SHX Text

I

AutoCAD SHX Text

F

AutoCAD SHX Text

C

AutoCAD SHX Text

A

AutoCAD SHX Text

S

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

T

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

G

AutoCAD SHX Text

I

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text

F

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

D

AutoCAD SHX Text

P

AutoCAD SHX Text

I

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text

E

AutoCAD SHX Text

N

AutoCAD SHX Text

A

AutoCAD SHX Text

L

AutoCAD SHX Text

N

AutoCAD SHX Text

T

AutoCAD SHX Text

A

AutoCAD SHX Text

E

AutoCAD SHX Text

T

AutoCAD SHX Text

O

AutoCAD SHX Text

R

AutoCAD SHX Text

N

AutoCAD SHX Text

O

AutoCAD SHX Text

I

AutoCAD SHX Text

A

AutoCAD SHX Text

I

AutoCAD SHX Text

F

AutoCAD SHX Text

L

AutoCAD SHX Text

C 30407

AutoCAD SHX Text

PLOT DATE

AutoCAD SHX Text

-

AutoCAD SHX Text

05/23/2017

AutoCAD SHX Text

E776

AutoCAD SHX Text

5-2-17 BDC

AutoCAD SHX Text

To Drain

AutoCAD SHX Text

Slope 2" Min.

AutoCAD SHX Text

REPETITIVE INFORMATION

AutoCAD SHX Text

8. 1/2" Expansion Joint.

AutoCAD SHX Text

Optional

AutoCAD SHX Text

Bevel

AutoCAD SHX Text

1

AutoCAD SHX Text

10

AutoCAD SHX Text

8

AutoCAD SHX Text

3

AutoCAD SHX Text

10. Driveway Slab or Asphalt Per Architectural Drawings

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text

29

AutoCAD SHX Text

SLAB EDGE AT GARAGE

AutoCAD SHX Text

FDN-007-DF

AutoCAD SHX Text

%%UALT CONDITION

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text

30

AutoCAD SHX Text

SHEAR TRANSFER @ CALIF FRAMING

AutoCAD SHX Text

SHR-008-DF

AutoCAD SHX Text

4

AutoCAD SHX Text

7

AutoCAD SHX Text

1.2x Rafter or Truss 2x Rafter or Truss 2.Plywood Roof Sht'g Plywood Roof Sht'g 3.1x Cont w/16d nails @ 8" 1x Cont w/16d nails @ 8" o.c. 4.Edge Nailing Edge Nailing 5.2x Blk'g w/Plywood E.N. 2x Blk'g w/Plywood E.N. 6.2x Cont. w/ (2) 16d Per 2x Cont. w/ (2) 16d Per Cross Member 7.OK to Penetrate Ply for OK to Penetrate Ply for Ducting

AutoCAD SHX Text

@ All Cont. Footings, U.N.O

AutoCAD SHX Text

w/ 7" Min. Embedment (U.N.O.)

AutoCAD SHX Text

w/ 3" x 3" x 0.229" Washer

AutoCAD SHX Text

Natural Grade or Approved

AutoCAD SHX Text

x 10" A.B's @ 72" O/C Min.

AutoCAD SHX Text

Compacted Fill.

AutoCAD SHX Text

12" From all Corners & Splices

AutoCAD SHX Text

(See Foundation Plans)

AutoCAD SHX Text

Cold Joint at 2 Pour

AutoCAD SHX Text

6.

AutoCAD SHX Text

4.

AutoCAD SHX Text

5.

AutoCAD SHX Text

U.N.O.

AutoCAD SHX Text

*

AutoCAD SHX Text

2" of Sand Over,U.N.O

AutoCAD SHX Text

into Foundation Wall w/

AutoCAD SHX Text

3.

AutoCAD SHX Text

2.

AutoCAD SHX Text

1.

AutoCAD SHX Text

Clr.

AutoCAD SHX Text

Clear Min.

AutoCAD SHX Text

Clr.

AutoCAD SHX Text

Additional Requirement.

AutoCAD SHX Text

%%uNote: See Soil Report For

AutoCAD SHX Text

Min.

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

4

AutoCAD SHX Text

(2) #5 T/B Min.,Typical

AutoCAD SHX Text

D.F.P.T. Plate w/ 1/2" Dia.

AutoCAD SHX Text

7.

AutoCAD SHX Text

7

AutoCAD SHX Text

5" Actual Conc.Slab w/

AutoCAD SHX Text

#4 @ 12" O/C E.W.

AutoCAD SHX Text

3

AutoCAD SHX Text

4" THK. GRAVEL BASE OF 1/2"

AutoCAD SHX Text

OR LARGER CLEAN AGGREGATE

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text

33

AutoCAD SHX Text

EXTERIOR FOOTING

AutoCAD SHX Text

FDN-00197

AutoCAD SHX Text

10 Mil. Vapor Barrier

AutoCAD SHX Text

Extended 1 1/2"

AutoCAD SHX Text

3

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

6

AutoCAD SHX Text

5

AutoCAD SHX Text

4

AutoCAD SHX Text

2

AutoCAD SHX Text

1

AutoCAD SHX Text

1. Flr. Sheathing

AutoCAD SHX Text

See Plan

AutoCAD SHX Text

3. 2x Deck Joist

AutoCAD SHX Text

5. Deck Sheathing

AutoCAD SHX Text

6. Edge Nailing

AutoCAD SHX Text

2. Solid Blk. Or Rim Joist

AutoCAD SHX Text

4. (2)16d Nails Per Blk.

AutoCAD SHX Text

Or 16d @ 8" o.c. *

AutoCAD SHX Text

4

AutoCAD SHX Text

* U.N.O.

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

ESI/FME

AutoCAD SHX Text

28

AutoCAD SHX Text

DECK DETAIL

AutoCAD SHX Text

DCK-001

AutoCAD SHX Text

SEE DETAIL 33 FOR

AutoCAD SHX Text

Equally Spaced

AutoCAD SHX Text

NOTE: ITEMS 2 & 7 MAY BE OMITTED IF VAPOR BARRIER IS NOT PROVIDED AT GARAGE

nf or e lor l be adci - planning.smcgov.org

Documents