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STRUCTURAL NOTES C. DRILLED ANCHOR BOLTS:
<br /> ULTA AT EVERETT MALL TENANT IMPROVEMENT — VLMK JOB #20120365 ADHESIVE ANCHORS
<br /> BASE MATERIAL PRODUCT I.C.C.#
<br /> DIVISION 1 — GENERAL CONCRETE SIMPSON SET-XP ADHESIVE ANCHOR ESR-2508
<br /> CONCRETE HILTI HIT-RE 500-SD ADHESIVE ANCHOR ESR-2322
<br /> A. GENERAL CONCRETE POWERS PE1000+ EPDXY ADHESIVE ANCHOR ESR-2583
<br /> A.1. THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION. THE DRAWINGS GOVERN OVER THE EXPANSION ANCHORS:
<br /> GENERAL NOTES TO THE EXTENT SHOWN. BASE MATERIAL PRODUCT I.C.C.#
<br /> A.2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND IN FIELD. CONCRETE SIMPSON STRONG-BOLT WEDGE ANCHOR ESR-1771 p
<br /> COORDINATE LOCATIONS OF OPENINGS THROUGH FLOORS, ROOFS AND WALLS WITH CONCRETE HILTI KWIK BOLT TZ ANCHOR ESR-1917 in
<br /> ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. NOTIFY VLMK CONSULTING ENGINEERS
<br /> (VLMK) OF ANY DISCREPANCIES OR IF ACTUAL CONDITIONS DIFFER FROM THOSE SHOWN OR CONCRETE POWERS POWER-STUD+ SD1 ANCHOR ESR-2818
<br /> NOTED. CONCRETE POWERS POWER-STUD+ SD2 ANCHOR ESR-2502
<br /> A.3. CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY SUPPORT PRIOR TO COMPLETION OF SCREW ANCHORS:
<br /> VERTICAL AND LATERAL LOAD SYSTEMS. VLMK HAS NOT BEEN RETAINED TO PROVIDE ANY BASE MATERIAL PRODUCT I.C.C.#
<br /> SERVICES RELATED TO JOB SITE SAFETY PRECAUTIONS, OR TO REVIEW THE MEANS, METHODS, CONCRETE SIMPSON TITEN HD SCREW ANCHOR ESR-2713
<br /> TECHNIQUES, SEQUENCES, OR PROCEDURES FOR THE CONTRACTOR TO PERFORM WORK. UNLESS
<br /> WE ARE SPECIFICALLY RETAINED AND COMPENSATED TO DO OTHERWISE, OUR WORK IS LIMITED C.1. OTHER ANCHORS ARE ACCEPTABLE ONLY WITH PRIOR WRITTEN APPROVAL OF ENGINEER.
<br /> TO THE DESIGN OF WORK DESCRIBED ON OUR DRAWINGS FOR THIS PROJECT. INSTALL ALL ANCHORS PER MANUFACTURER'S INSTRUCTIONS. PROVIDE MINIMUM EMBEDMENT
<br /> A.4. WHERE REFERENCE IS MADE TO ASTM, AISC, ACI OR OTHER STANDARDS, THE LATEST ISSUE AND SPACING UNLESS NOTED OTHERWISE ON DRAWINGS. SPECIAL INSPECTION OF ANCHOR
<br /> SHALL APPLY. INSTALLATION IS REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS.
<br /> A.5. INSPECTION AND/OR JOB SUPERVISION IS NOT PROVIDED BY VLMK. D. WELDING
<br /> A.6. ALL WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2009 INTERNATIONAL BUILDING CODE D.1. ALL WELDS TO BE MADE BY CERTIFIED WELDERS TO AWS STANDARDS WITH E70XX ELECTRODES. L
<br /> (IBC) AS AMENDED BY THE STATE OF WASHINGTON (INTERNATIONAL BUILDING CODE, 2009 CONTRACTOR SHALL PAY SPECIAL ATTENTION TO THE MEANS AND METHODS OF CONSTRUCTION
<br /> EDITION, EFFECTIVE JULY 1, 2010) AND ALL OTHER STATE AND LOCAL BUILDING REQUIREMENTS THEY ANTICIPATE EMPLOYING ON THE PROJECT. SOME WELDS SHOWN AS SHOP WELDS MAY o
<br /> THAT APPLY. NEED TO BE FIELD WELDS TO AID ERECTION.
<br /> A.7. DESIGN CRITERIA: E. COLD-FORMED STEEL STUD WALLS O
<br /> A.7.a. ROOF SNOW LOAD (PER IBC 1603.1.3) E.1. ALL PRODUCTS ARE TO BE MANUFACTURED BY THE CURRENT MEMBERS OF THE STEEL STUD Z
<br /> FLAT-ROOF SNOW LOAD (PO ** PSF MANUFACTURERS ASSOCIATION (SSMA). INSTALLATION SHALL BE IN ACCORDANCE WITH THE
<br /> CURRENT ICC REPORT(ER-4943P).
<br /> SNOW EXPOSURE FACTOR (Ce) 1.0 E.2. STEEL STUD FRAMING SHALL BE INSTALLED IN ACCORDANCE WITH ASTM C754.
<br /> SNOW LOAD IMPORTANCE FACTOR (Is) 1.0 E.3. STEEL STUD WALL TRACKS ARE TO BE ATTACHED TO CONCRETE FLOORS WITH MINIMUM 0.145
<br /> THERMAL FACTOR (Ct) 1.0 INCH DIAMETER x 1 INCH PENETRATION POWDER-DRIVEN FASTENERS SPACED AT 24 INCHES ON
<br /> CENTER.
<br /> A.7.b. WIND LOAD (PER IBC 1603.1.4) E.4. UNLESS OTHERWISE NOTED IN DRAWINGS, STEEL STUDS ARE TO BE 600S162-43 SECTIONS WITH
<br /> BASIC WIND SPEED (3-SECOND GUST) 95 MPH MINIMUM SECTION PROPERTIES(GROSS) AS FOLLOWS: Ix = 2.316 in^4, Sx = 0.772 inA3 AND
<br /> WIND IMPORTANCE FACTOR (Iw) 1.0 A = 0.447 in^2. STUDS TO BEAR ON FULL WIDTH OF TOP AND BOTTOM TRACK.
<br /> OCCUPANCY CATEGORY II E.5. STUD SPACING TO BE 16 INCHES ON CENTER OR AS INDICATED ON DRAWINGS.
<br /> WIND EXPOSURE B E.6. WALL COVERING MATERIALS AND ATTACHMENT TO BE PER IBC SECTIONS 2506 THRU 2508 AND
<br /> 2511.
<br /> INTERNAL PRESSURE COEFFICIENT (GCpi) ±0.18 E.7. GALVANIZED COATING TO BE G60 MINIMUM.
<br /> A.7.e EARTHQUAKE DESIGN DATA (PER IBC 1603.1.5)
<br /> E.B. CONNECTIONS: E
<br /> SEISMIC IMPORTANCE FACTOR (le) 1.0 m m o E
<br /> E.B.a. WELDING IS ACCEPTABLE WHERE INDICATED ON THE DRAWINGS. ALL WELDS OF L.r,N o
<br /> OCCUPANCY CATEGORY II GALVANIZED STEEL SHALL BE TOUCHED UP WITH A ZINC-RICH PAINT. a\ ."Y
<br /> MAPPED SPECTRAL RESPONSE ACCELERATIONS Ss = 50.0%. Si.= 50.0% E.8.b. #12 GAUGE SCREWS TO BE USED TO CONNECT STEEL STUD FRAMING EXCEPT AS NOTED N E
<br /> SITE CLASS D
<br /> ON DRAWINGS. SCREWS TO BE SELF TAPPING AND DRILLING FROM ONE OF THE N,N! '•
<br /> SPECTRAL RESPONSE COEFFICIENTS Sds = 50.0%. Sd1= 50.0% FOLLOWING: o o E
<br /> SEISMIC DDESIGN CATEGORY D STEEL STUD FASTENERS I.C.C.#
<br /> MEM
<br /> VS BRAND SELF DRILLING/SELF TAPPING STEEL SCREWS ER-5617
<br /> BASIC SEISMIC-FORCE-RESISTING SYSTEM: SPECIAL REINF MASONRY
<br /> cn
<br /> DESIGN BASE SHEAR (V) *** KIPS HILTI KWIK-PRO SELF DRILLING STEEL SCREWS ESR-2196
<br /> E.8.c. PLACE SCREWS WITH MINIMUM SPACING AND EDGE DISTANCE OF 3 SCREW DIAMETERS,
<br /> SEISMIC RESPONSE COEFFICIENTS (Cs) O.*** UNLESS OTHERWISE NOTED ON DRAWINGS. PROVIDE MINIMUM LENGTH FOR SCREW TO Z I '
<br /> RESPONSE MODIFICATION FACTOR (R) *.* PENETRATE BEYOND FASTENED MEMBERS BY AT LEAST TWO FULL DIAMETER THREADS. —illi c'
<br /> ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE I.. '
<br /> A.8. WHERE REQUIRED, SEISMIC BRACING FOR MECHANICAL AND ELECTRICAL EQUIPMENT, SPRINKLER DIVISION 6 — WOOD (NOT USED) LU
<br /> PIPING OR OTHER NON-STRUCTURAL COMPONENTS SHALL BE PROVIDED BY THE CONTRACTOR IN
<br /> ACCORDANCE WITH CHAPTER 13 OF ASCE 7-05. STRUCTURAL CALCULATIONS AND DETAILS n 2 as
<br /> STAMPED BY A LICENSED ENGINEER SHALL BE SUBMITTED TO VLMK FOR REVIEW. in —
<br /> A.9. THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR USE IN THE CONSTRUCTION OF THE ULTA0
<br /> TENANT IMPROVEMENT PROJECT LOCATED IN EVERETT MALL IN EVERETT, WA. POSSESSION OF '
<br /> THESE DRAWINGS DOES NOT GRANT A LICENSE TO CONSTRUCT OR FABRICATE THE WHOLE, OR 0 2 c
<br /> PARTS OF THIS PROJECT IN OTHER LOCATIONS.
<br /> ULU
<br /> DIVISION 2 — SITE WORK N o
<br /> a.
<br /> A. GENERAL ` i
<br /> A.1. BASE MATERIAL IMMEDIATELY UNDER FOOTINGS TO BE 6 INCH LAYER OF COMPACTED CRUSHED w
<br /> ROCK WITH LESS THAN 5%PASSING THE #200 SIEVE. 0 >
<br /> A.2. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. .> >,
<br /> A.3. DESIGN SOIL PRESSURE 1,500 PSF LL PLUS DL PER MINIMUM CODE REQUIREMENTS.
<br /> a�
<br /> A.4. ALL FOOTINGS TO BEAR A MINIMUM 18 INCHES BELOW FINAL GRADE ON FIRM, UNDISTURBED SOIL Y
<br /> OR APPROVED COMPACTED FILL. NOTIFY VLMK BEFORE PROCEEDING IF ANY UNUSUAL I\ *I41
<br /> CONDITIONS ARE ENCOUNTERED IN THE FOOTING EXCAVATIONS. t�
<br /> A.5. CLEAN ALL FOOTING EXCAVATIONS OF LOOSE MATERIAL. N O
<br /> iti
<br /> •
<br /> DIVISION 3 — CONCRETE AND REINFORCING0 •---. • :�'��� . • I— `"
<br /> AREA OF WORK •
<br /> A. CONCRETE MIX/MATERIAL , nil,, '. N•v4�' /, ,.
<br /> Al.. STRENGTH: AVERAGE 28 DAY CONCRETE STRENGTH DETERMINED BY JOB CAST LAB CURED { ' • "� f 'LJ J
<br /> CYLINDER TO BE AS INDICATED BELOW PLUS INCREASE DEPENDING ON THE PLANT'S STANDARD ' [ 1 ,i�. ' /w` + ,� C>/ Z
<br /> DEVIATION AS SPECIFIED IN ACI 318. PROVIDE MIX DESIGNS TO THE ENGINEER FOR ALL , I i� , � ''i
<br /> CONCRETE TO BE USED. CLEARLY LABEL ALL MIX DESIGNS FOR PROPOSED AREA OF USE. �___.., ( 'r-�f I-- � .�'�'"�wo. .,/ ,� V 1
<br /> A.2. MINIMUM MIX REQUIREMENTS: r <�`�'` �' • f L U
<br /> -� :� e �
<br /> LOCATION MIN. COMP. SLUMP MIN. CEM. ADMIXTURES ! � 1--ii
<br /> STRENGTH (a) CONTENT 1—\\„,,'1,,,,.\
<br /> FOOTINGS 3.000 PSI 0"-5" 470 LB NONE � • U% O� a,� - . � - -
<br /> 1 F .\-N n y� v t'NiNM,yl�. � �'r A'fi�.+�y+d'Sdw�tP##w', d A�Y x_�
<br /> r CI 4 r.xt �s�,� ,y s. ':, a �§� �,
<br /> (a) -SLUMP EXCEEDING SPECIFIED LIMITS SHALL NOT BE INCORPORATED IN THE PROJECT € /q�\ J 'e '" Y= f1P - :` (f) :2>
<br /> EXCEPT BY WRITTEN APPROVAL FROM ENGINEER. 6 ` 3 '; x � .�:.. � �'
<br /> g IF / v.
<br /> A.3. USE TYPE I CEMENT, PER ASTM C-150 UNLESS OTHERWISE APPROVED. if.,,,,,,,,,,,,,,„,,,,,,,,-„,,,1„..,, ,, :•'`,-,',n..,,_,,,,,, : Q ° C:
<br /> A.4. MAY USE 3 4 INCH MAXIMUM SIZE AGGREGATE. _ y ' `x" "s„,,,i,/,„ .,7„,„4,„„„,,,„,,:,_,,,,:„.._,• ; � '` . �0\
<br /> +- t �.,.yA� 4:, .ti,. w'g CC')r h ,,YiTT'' , ..yy„,C k'. ,i w�r"' � a -�
<br /> •
<br /> A.5. MAXIMUM WATER ALLOWED IN MIX DESIGNS IS 250 POUNDS PER CUBIC YARD UNLESS OTHERWISE - TENANT IMPROVEMENTS {° � F ��► **+� ' WE0 S
<br /> ca— <
<br /> APPROVED BY ENGINEER. •I • I BELOW PER 0 r'x P - 1.._t__.
<br /> A.6. PLACE AND CURE ALL CONCRETE PER ACI CODES AND STANDARDS. I I 'h
<br /> . - I-----H \ fi ��, p .+ �° ..
<br /> ., „
<br /> A.7. SLEEVES, PIPES OR CONDUITS OF ALUMINUM SHALL NOT BE EMBEDDED IN STRUCTURAL ;a = �•.i„ * ` ,'f,CONCRETE UNLESS EFFECTIVELY COATED. 1 , "• -1 1 'Ili . ' i ,, tir ”
<br /> B. REINFORCING F 41� • LJ
<br /> B.1. ALL REINFORCING TO BE ASTM A615 GRADE 60 UNLESS OTHERWISE NOTED. ' ' z _ « ' - •,, ¢; t.
<br /> B.2. FABRICATE AND INSTALL REINFORCING STEEL ACCORDING TO THE MANUAL OF STANDARD _ >— =
<br /> �r >. • • ;�``� a. �,. $° ..... 'r�
<br /> PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES - ACI STANDARD 315. 11 0
<br /> ,/" .' _ .° � .,► , ,
<br /> , , -
<br /> `' z �/
<br /> B.3. EXTEND REINFORCING TO WITHIN 1 INCH OF WALL AND SLAB EDGES. � `" ' 1X1
<br /> . `. I" r ,: '` (E) W21 x44 (E) W21 x44
<br /> DIVISION 4 — MASONRY (NOT USED) ' AMMON . <
<br /> `J
<br /> a ,.,,. Li
<br /> � �� M1 1 z I—
<br /> $DIVISION 5 — METAL . . • -' :; a.—r- _ ' . . , r. , ,� 'fr –J cn (-)
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<br /> J '* * * .16rW111211:11';'' 7 . .... QQ
<br /> A. GENERALt,erD
<br /> A.1. ALL STRUCTURAL MEMBERS TO BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH E ,.,.-�,k=. It ,,,.. "
<br /> THE LATEST EDITION OF AISC STANDARDS. SUBMIT SHOP DRAWINGS OF COLUMNS AND 'k 4 t 'gyp y"a LU LU
<br /> MISCELLANEOUS STEEL. `- +! N ; � �' r ..,- - .41*, , x JOtS s LL J W W F-
<br /> A.2. ALL BIDDER DESIGN STRUCTURAL SYSTEMS TO INCLUDE PLANS AND CALCULATIONS STAMPED BY & ,. ' ar►, *' + - - '' ' S�E��"
<br /> AN ENGINEER REGISTERED IN THE GOVERNING JURISDICTION. , , ,a m n(-�
<br /> A.3. UNLESS OTHERWISE NOTED, CONTRACTOR WILL BE REQUIRED TO PROVIDE A SEPARATE PERMIT „.„,, �. 00 E� DATE
<br /> - .
<br /> FOR BIDDER DESIGN STRUCTURAL SYSTEMS. 4 - illa uy
<br /> JULY 2012
<br /> B. MATERIALS APPROXIMATE LOCATION OF NEW SCALE I PROJ.NO.
<br /> B.1. ALL STEEL PLATE, ANGLES, CHANNELS, ETC. TO BE ASTM A36 TYPICAL UNLESS OTHERWISE HVAC UNIT PER©
<br /> NOTED. AS NOTED 20120365
<br /> VgY
<br /> B.2. UNLESS OTHERWISE NOTED, BOLTS TO BE A325N FOR STEEL TO STEEL CONNECTIONS. F DRAWN CHECKED
<br /> 6.3. ANCHOR RODS TO BE ASTM 1554, GRADE 36 UNLESS OTHERWISE NOTED. CGA KMK
<br /> B.4. LIGHT GAUGE STEEL 16 GAUGE AND HEAVIER SHALL BE FORMED FROM STEEL OF ASTM A1003
<br /> ST5OH WITH (Fy= 50 KSI). LIGHT GAUGE STEEL 18 GAUGE AND LIGHTER SHALL BE FORMED SHEET NO
<br /> FROM ASTM A1003 ST33H WITH (Fy= 33 KSI). DETAIL AND FABRICATE LIGHT GAUGE STEEL A EVERETT MALL KEY PLAN B ROOF FRAMING PLAN AT NEW HVAC UNIT ROOF FRAMING PLAN AT NEW HVAC UNIT
<br /> PER AISI STANDARDS.
<br /> li s— 0–BASE.dwg NTS S— 1/8- = 1'-0" 1/8- = 1'-0"
<br /> LI
<br /> S 1
<br /> 1402 SE Everett Mall Way, 81208-010OF20120365 S-1 NOTES AND PLANS.dwg 18 Jul 2012 - 7:31 am colbya
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