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BUILDING CODES AND STANDARDS USED FOR DESIGN
<br />1.2019 CALIFORNIA BUILDING CODE
<br />OCCUPANCY CATEGORY: II
<br />DESIGN LOADS
<br />1.DESIGN LOADS
<br />ROOF LIVE LOAD:20 psf
<br />ROOF DEAD LOAD:15 psf
<br />2.WIND LOAD DESIGN CRITERIA
<br />WIND IMPORTANCE FACTOR, I:1.0
<br />BASIC WIND SPEED:93 MPH (3 SEC GUST)
<br />WIND EXPOSURE CATEGORY:B
<br />GCpi:+/-0.18
<br />3.SEISMIC LOAD DESIGN CRITERIA
<br />SEISMIC IMPORTANCE FACTOR, I:1.0
<br />SITE CLASS:D
<br />SPECTRAL RESPONSE ACCELERATION:Ss=0.719g,S1=0.282g
<br />Sds=0.587g, Sd1=0.383g
<br />SEISMIC DESIGN CATEGORY:D
<br />EXISTING CONSTRUCTION NOTES
<br />1.ALL DIMENSIONS AND ELEVATIONS TO EXISTING CONSTRUCTION ARE FOR
<br />REFERENCE ONLY. FIELD VERIFY DIMENSIONS AND ELEVATIONS PRIOR TO
<br />PREPARING SHOP DRAWINGS, FABRICATING MEMBERS (STRUCTURAL ITEMS), AND
<br />INSTALLATION.
<br />2.ALL HOLES THROUGH EXISTING CONSTRUCTION SHALL BE CORE-DRILLED OR
<br />SAWCUT. DO NOT CUT ANY REINFORCING STEEL WHILE DRILLING INTO EXISTING
<br />CONCRETE. DO NOT TORCH CUT.
<br />3.NOTIFY STRUCTURAL ENGINEER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN
<br />EXISTING CONDITIONS AND STRUCTURAL DRAWINGS.
<br />4.FOR ALL EXISTING CONSTRUCTION: DUE TO LIMITED OBSERVATION, OR NOT BEING
<br />ABLE TO VISIT THE EXISTING BUILDING DURING THE PREPARATION OF THESE
<br />DOCUMENTS, CASE ENGINEERING HAS ASSUMED THE EXISTING STRUCTURE IS IN
<br />LIKE-NEW CONDITION WITH NO CORROSION, DETERIORATION, OR DAMAGE, AND
<br />WAS CONSTRUCTED PER ANY ORIGINAL CONSTRUCTION DOCUMENTS PROVIDED
<br />(IF ANY EXIST). CONTRACTOR SHALL VERIFY THESE ASSUMPTIONS TO THE BEST
<br />OF THEIR ABILITY AND NOTIFY THE ENGINEER OF ANY CONCERNS, ISSUES, OR
<br />DISCREPANCIES.
<br />5.CONTRACTOR TO VERIFY TOP OF ROOF SLOPE IS AT LEAST ¼" PER FOOT AFTER
<br />PLACEMENT OF ANY NEW LOADS APPLIED TO ROOF OR HUNG FROM ROOF
<br />FRAMING. LOADS FROM NEW OR REPLACED ITEMS MAY INCLUDE, BUT ARE NOT
<br />LIMITED TO, ROOF TOP MECHANICAL UNITS (RTU'S) AND ASSOCIATED DUCTWORK,
<br />HUNG HOODS, MAKE-UP AIR UNITS, CONDENSERS, COMPRESSORS, EXHAUST
<br />FANS, HUNG TRANSFORMERS, ROOFTOP GENERATOR(S), RE-ROOF MATERIALS,
<br />NEW CEILINGS, HUNG SIGNAGE, HUNG SPRINKLER PIPING, ETC. ALSO VERIFY THAT
<br />ALL ROOF DRAINS INCLUDING INTERIOR PRIMARY AND SECONDARY EMERGENCY
<br />OVERFLOW DRAINS AND ANY WALL SCUPPERS ARE CLEAR AND FREE-DRAINING.
<br />REPORT RESULTS IN WRITING TO ARCHITECT AND STRUCTURAL ENGINEER AS
<br />SOON AS PRACTICAL DURING THE CONSTRUCTION PROCESS.
<br />GENERAL STRUCTURAL NOTES
<br />1.THIS DRAWING SET IS TO BE VIEWED AS A WHOLE AND COORDINATED WITH
<br />ARCHITECTURAL, MECHANICAL AND OTHER DISCIPLINES. ALL WORK PERTAINING
<br />TO A SPECIFIC CONTRACTOR MAY OR MAY NOT BE SHOWN ON SPECIFIC DRAWING
<br />SECTIONS. IT IS EACH SUBCONTRACTOR'S RESPONSIBILITY TO PREPARE HIS BID
<br />FROM A COMPLETE SET OF PLANS.
<br />2.THE CONTRACTOR SHALL FOLLOW WRITTEN DIMENSIONS ONLY. DO NOT SCALE
<br />DRAWINGS. DIMENSIONS NOT SHOWN ON PLAN TO BE COORDINATED WITH
<br />ARCHITECTURAL PLANS.
<br />3.WHERE INFORMATION PROVIDED IN THESE STRUCTURAL DRAWINGS
<br />CONTRADICTS INFORMATION PROVIDED IN PROJECT SPECIFICATIONS, THE
<br />SPECIFICATIONS SHALL TAKE PRECEDENCE.
<br />4.ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE
<br />TYPICAL AND SHALL APPLY AT ANY SIMILAR SITUATION ELSEWHERE ON THE JOB,
<br />EXCEPT WHERE A DIFFERENT DETAIL OR SECTION IS SHOWN.
<br />5.THE STRUCTURE SHALL BE ADEQUATELY BRACED AND SHORED DURING
<br />ERECTION AGAINST WIND AND ERECTION LOADS. STRUCTURAL MEMBERS ARE
<br />DESIGNED FOR "IN-PLACE" LOADS ONLY.
<br />6.THE GENERAL CONTRACTOR SHALL VERIFY ALL OPENING SIZES, PAD SIZES, AND
<br />LOCATIONS WITH THE RESPECTIVE CONTRACTORS.
<br />7.THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER IMMEDIATELY
<br />OF ANY DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS AND ACTUAL
<br />FIELD CONDITIONS.
<br />8.SEE ARCHITECTURAL PLANS FOR ADDITIONAL DETAILS AND INFORMATION.
<br />9.WHERE GENERAL NOTES OR TYPICAL DETAILS CONTRADICT INFORMATION
<br />PROVIDED IN BUILDING SECTIONS, THE BUILDING SECTIONS TAKE PRECEDENCE.
<br />10.ALL REINFORCEMENT AND SUBFRAMING INDICATED ON PLAN SHALL BE INSTALLED
<br />PRIOR TO PLACING EQUIPMENT.
<br />11.EQUIPMENT WEIGHING LESS THAN 100LBS NOT SHOWN ON PLAN. SEE
<br />MECHANICAL DRAWINGS.
<br />12.WEIGHTS SHOWN ON DRAWING INCLUDE WEIGHTS OF UNIT, CURB, AND ALL
<br />ACCESSORIES. DO NOT PLACE UNIT WHEN OPERATING WEIGHT EXCEEDS THAT
<br />INDICATED. NOTIFY STRUCTURAL ENGINEER.
<br />13.VERIFY LOCATIONS OF ALL MECHANICAL EQUIPMENT WITH MECHANICAL
<br />DRAWINGS.
<br />14.STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING DESIGNATIONS AND
<br />GRADES:
<br />-ANGLES, CHANNELS, PLATES, BARS AND RODS TO BE:
<br />-ASTM A36
<br />-GRADE 36
<br />-Fy = 36ksi
<br />17.FV = FIELD VERIFY
<br />(E) = EXISTING
<br />2x6 BLKG -TYP
<br />8d NAILS @ 3" oc @ PERIMETER OF
<br />OPENING (EXISTING PLYWOOD
<br />DECK TO BLKG)
<br />SIMPSON LUS26 HGR -TYP OF (8)
<br />(E) WOOD TRUSS TOP CHORD
<br />COLD-FORMED STEEL FRAMING NOTES
<br />1.STEEL FOR COLD-FORMED SECTIONS, AND STEEL SHEET AND PLATE USED IN COLD-
<br />FORMED STEEL CONSTRUCTION SHALL CONFORM TO SECTION A2.1 OF AISI STANDARD:
<br />"NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL
<br />STRUCTURAL MEMBERS", LATEST EDITION.
<br />2.ALL 12, 14, AND 16 GAUGE MEMBERS SHALL MEET THE REQUIREMENTS OF ASTM A1003,
<br />GRADE ST50H (MINIMUM YIELD OF 50,000 psi). ALL 18 AND 20 GAUGE MEMBERS SHALL
<br />MEET THE REQUIREMENTS OF ASTM A1003 GRADE ST33H (MINIMUM YIELD OF 33,000 psi).
<br />3.SCREWS FOR COLD-FORMED STEEL CONSTRUCTION SHALL BE ITW BUILDEX TEK
<br />SCREWS (ICC ESR-1976) OR APPROVED EQUAL.
<br />4.ALL SCREWS SHALL BE INSTALLED SO THAT HEADS ARE FLUSH WITH OUTSIDE
<br />MATERIAL. DO NOT OVERDRIVE SCREWS. SCREWS WITH WING-TIPS ARE NOT
<br />PERMITTED IN SHEAR WALLS OR DIAPHRAGMS.
<br />5.SCREW FASTENERS MUST BE INSTALLED PERPENDICULAR, FULLY SEATED AND WITH A
<br />MINIMUM (3) SCREW THREADS EXPOSED BACKSIDE OF CONNECTION (UNO).
<br />6.SECTION PROPERTIES ARE ASSUMED TO BE IN ACCORDANCE WITH THE AMERICAN IRON
<br />AND STEEL INSTITUTE ‘’NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-
<br />FORMED STEEL STRUCTURAL MEMBERS’’2012 EDITION WITH SUPPLEMENTS. THE
<br />CONTRACTORS IS TO VERIFY THAT THE MATERIALS INSTALLED MEET OR EXCEED THESE
<br />DESIGN VALUES.
<br />7.MECHANICAL BRIDGING SHALL BE USED IN ALL CASES WHERE INDICATED. INSTALLATION
<br />OF BRIDGING MUST BE COMPLETED BEFORE ANY LOADS ARE APPLIED TO THE SYSTEM.
<br />ALL BRIDGING SHALL BE TERMINATED AT JAMBS, CORNER STUDS OR COLUMNS.
<br />BRIDGING ENDS SHALL NOT HANG LOOSE. STUDS SHALL BE BRACED AGAINST
<br />ROTATION.
<br />8.ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY FOR ATTACHMENT TO
<br />PERPENDICULAR MEMBERS. STUD ENDS MUST SEAT TIGHTLY INTO TRACKS IN ALL
<br />BEARING APPLICATIONS.
<br />9.NO SPLICES IN STUDS, JOISTS, HEADERS, OR OTHER LOAD CARRYING MEMBERS MAY BE
<br />MADE WITHOUT PRIOR ENGINEERING REVIEW AND SPECIFIC DETAILS FOR ANY SUCH
<br />REVISION TO THE ORIGINAL DESIGN.
<br />10.ALL WELDING SHALL BE PERFORMED BY AWS WELDERS QUALIFIED FOR WELDING COLD-
<br />FORMED STEEL CONFORMANCE WITH AWS D1.3 USING E60 ELECTRODES, UNLESS
<br />OTHERWISE NOTED. STEEL REQUIRING WELDING SHALL BE 16ga MINIMUM.
<br />11.ALL COLD-FORMED STUDS AND JOISTS SHALL BE INSTALLED PER MANUFACTURER'S
<br />RECOMMENDATIONS REGARDING MINIMUM INSTALLATION STANDARDS FOR BEARING,
<br />BRIDGING, AND BRACING.
<br />12.BOTTOM TRACK TO MATCH STUD GAUGE WITH A MINIMUM 1-1/4" FLANGE UNLESS
<br />OTHERWISE NOTED.
<br />13.ALL EXTERIOR WALLS TO HAVE HORIZONTAL BRIDGING @ 4'-0" MAXIMUM.
<br />BOX COLUMN
<br />PER PLAN
<br />PROVIDE 362T200-54 TRACK
<br />SECTION w/ SNIPPED ENDS TO
<br />BLOCK COLUMNS ATTACH TO (E)
<br />WALL STUDS AND TOP OF BOX
<br />COLUMN w/ (2) #10 SCREWS
<br />(E) BOTTOM
<br />TRACK
<br />#10 SCREWS
<br />(E) SLAB
<br />A
<br />A
<br />BEAM PER
<br />PLAN
<br />A-A
<br />(E) PLYWOOD DECK
<br />BOX BEAM PER
<br />PLAN
<br />BOX COLUMN
<br />PER PLAN
<br />SIMPSON SSC CLIP
<br />T&B & SIDES
<br />SIMPSON SSC CLIP
<br />T&B & SIDE
<br />TYP
<br />48"oc
<br />1/4" TITEN SCREW ANCHOR (LARR 25741)WALL BOTTOM TRACK
<br />PROVIDE (1) 1/4" TITEN SCREW
<br />ANCHOR @ BOX COL (LARR 25741)
<br />BOX COL PER PLAN. ATTACH TO
<br />TRACK w/ (2) #10 TEK SCREWS EA
<br />SIDE MIN (LARR 25915)
<br />16ga TRACK
<br />#10 SCREWS @
<br />12"oc -TYP
<br />STUD SIZE
<br />PER PLAN
<br />16ga TRACK
<br />BOX BEAM/BOX COLUMN BACK-TO-BACK BEAM
<br />HGR ROD BY OTHERS
<br />DBL NUT & PL WASHER
<br />PEEN THREADS AFTER
<br />INSTALL
<br />#10 TEK SCREWS
<br />@ 12"oc
<br />STUD SIZE PER
<br />PLAN
<br />SIMPSON FC62-5/97
<br />CLIP EA SIDE OF
<br />HOOD BM TO
<br />SUPPORT BM
<br />BEYOND
<br />600T100-54 T&B
<br />SINGLE ROW
<br />OF HANGERS
<br />DOUBLE ROW
<br />OF HANGERS
<br />CLR - TYP
<br />1" MAX
<br />CLR
<br />1" MAX
<br />800T100-54 T&B
<br />RTU PER MECH
<br />CURB PER MECH
<br />SIMPSON FCB43.5 CLIP
<br />BEAM PER PLAN ALIGN w/ RTU CURB
<br />BOX COL PER PLAN
<br />BACK-TO-BACK
<br />BEAM PER PLAN
<br />(6) #10 SELF TAPPING SCREWS
<br />PER SIDE MIN RTU TO CURB
<br />(E) TRUSS
<br />(6) #10 SELF TAPPING SCREWS PER
<br />SIDE MIN CURB TO JOIST
<br />MIN1" CLRA
<br />A3" MINRTU PER MECH
<br />CURB PER MECH
<br />STUB BOX COL PER PLAN
<br />SIMPSON FCB43.5 CLIP
<br />BEAM PER PLAN -ALIGN
<br />w/ RTU CURB
<br />(6) #12 SCREWS -TYP
<br />16ga TRACK SECTION
<br />COL CAP -TYP
<br />16ga TRACK SECTION -TYP MIN1" CLRSIMPSON DTC DEFLECTION
<br />CLIP (2) PER STUB COL
<br />A-AMIN3"ATTCH PER BOX
<br />COL DETAIL
<br />DRAWN BY:
<br />SHEET NUMBER / TITLE:
<br />PROJECT LOCATION:
<br />CHECKED BY:
<br />PROJECT INFO:
<br />REVISION:DATE:
<br />ISSUE:DATE:
<br />SEAL:WINGPROJECT INFORMATION:
<br />DISCLAIMER:
<br />CONSULTANT:
<br />THESE DRAWINGS, IDEAS, SPECIFICATIONS AND DESIGNS ARE
<br />EXCLUSIVE PROPERTY OF WINGSTOP RESTAURANTS, INC. NO
<br />PART OF THESE DRAWINGS MAY BE COPIED, REPRODUCED, OR
<br />OTHER STRUCTURES BUILT FROM SUCH WITHOUT THE
<br />WRITTEN CONSENT OF WINGSTOP RESTAURANTS, INC.
<br />COPYRIGHT R 2018
<br />WINGSTOP RESTAURANTS, INC.
<br />ALL RIGHTS RESERVED
<br />STOPCLIENT:
<br />DLP
<br />KN
<br />WIL-CA-01-22
<br />DATE
<br />FOR PERMIT & BID 01-25-22
<br />STOCKTON, CASTORE NUMBER: GL#Z060GILL GROVE1687 N CALIFORNIA STREET SUITE #TBDSTOCKTON, CA 952041/21/22
<br />15505 WRIGHT BROTHERS DRIVE
<br />ADDISON, TX 75001
<br />TELEPHONE: (972) 686-6500
<br />FAX: (972) 686-6502
<br />S1
<br />GENERAL NOTES &
<br />DETAILS
<br />N.T.S.S1
<br />E 2x6 BLOCKING - ROOF OPENING
<br />N.T.S.S1
<br />B BOX COLUMN DETAIL
<br />N.T.S.S1
<br />C TYP BOX COL/TRACK ANCHORAGE TO SLAB DETAIL
<br />N.T.S.S1
<br />F TYP BUILT UP MEMBER CONSTRUCTION DETAIL
<br />N.T.S.S1
<br />D HANGER ROD AT HOOD DETAIL
<br />N.T.S.S1
<br />A FRAMING SECTION
<br />2/2/22
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