|
Permit#: B1907-037
<br /> STRUCTURAL NOTES Site Address: 3110 PINE ST
<br /> (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) Owner: EVERETT CITY OF NGINEERING
<br /> CODE GENERAL Tenant: . [TenName] '50 4TH AVE.S.,SUITE 200
<br /> .LEGEND DNONDS,WASHINGTON 98020
<br /> ALL MATERIALS,WORKMANSHIP,DESIGN,AND CONSTRUCTION HALL CONFORM TO THE DRAWINGS, STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH MECHANICAL DRAWINGS FOR BIDDING AND App. Date: 7/31/2019 PHONE(425)778-8500
<br /> SPECIFICATIONS,AND THE INTERNATIONAL BUILDING CODE IBC,2015 EDITION.SPECIFICATIONS AND STANDARDS CONSTRUCTION.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE DEFINITION SYMBOL DEFINITION SYMBOL_ FAX(425)778-5538
<br /> WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. PROCEEDING.ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE
<br /> PROCEEDING. _ Proposed Use: COMMERCIAL
<br /> DESIGN LOADS( ILDING BU ) FFRAMINGN OF ' NATIVE SOIL -I[� [[ I[. II. 11. p 11-11-11-1T-11 1•�
<br /> CONTRACTOR TO SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF PIPE,VENT,DUCT AND OTHER EXTENT OF
<br /> '--„•',;....-,.-. Description: FULL ROOF TEAR OFF AND REPLACE AT
<br /> DEAD LOADS: OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. FRAMING < • > GRANULAR FILL :j4!j�_i1�Wa'C.
<br /> ROOF 15 PUP SERVICE CENTER#2
<br /> CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL COLUMNS • • STRUCTURAL STEEL S•,,,,,,,,,,S -
<br /> LIVE LOADS: PERMANENT SUPPORT AND STIFFENING ARE INSTALLED.
<br /> ROOF(SNOW LOAD) 25 PSF �,
<br /> CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE STRUCTURAL ENGINEER FOR COLUMN BEARING RATED SHEATHING 5 \\\\ ',` 5
<br /> (LIVE LOADS ARE REDUCED WHERE PERMISSIBLE PER IBC SECTION 1607.10). APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION.CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT ON BEAM - Revie d By: .
<br /> SATISFY THIS REQUIREMENT. -1 Date:
<br /> BEAM CONTINUOUS SHEAR WALL
<br /> DESIGN LOADS IRTU) DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.WHERE CONDITIONS ARE NOT OVER SUPPORT (SEE SCHEDULE) Off
<br /> I ice Set Job Site Set Fire/Planning Set
<br /> SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN,SIMILAR DETAILS OF COLUMN MARK
<br /> CONDENSER: 180 LBS CONSTRUCTION SHALL BE USED,SUBJECT TO REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER. CONCRETE WALL S S (SEE SCHEDULE) t•J•Thr
<br /> RTU 1-4: 730 LBS EACH(INCLUDING CURB) EXISTING BUILDING /'O Ct`�BQj�;BEARING STUD 9 FO(SEEOTING MSCHED U LE)ARK -
<br /> WIND LOAD:110 MPH EXPOSURE B WALL ( ) [ I ] I ]S O i m
<br /> CONTRACTOR SHALL VERIFY ALL DIMENSIONS,MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING "
<br /> F= gzx(GCr)xAl=28.5 PIP=22.5 PSF(ADD)[h<60') DEPICTED IN THE DRAWINGS,AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE NON-BEARING ( HOEDOWN MARK ./�2 'r4
<br /> REDESIGN. ) S (SEE SCHEDULE) ® -
<br /> qz= 15.01 PSF(Kz=0.57,Kzt=1.0,Kd=0.85) STUD WALL -- —.-
<br /> it
<br /> RISGCK 1II [h<60'] CONTRACTOR RESPONSIBLE FOR COMPLETELY SEALING ALL AREAS WHERE EXISTING ROOF MATERIAL IS BEARING STUD HANGER MARK '1.
<br /> RISK CATEGORY II PENETRATED OR REMOVED.PROVIDE WATER PROOFING AS REQUIRED BY THE ARCH. SHEAR WALL �S (SEE SCHEDULE) OX I
<br /> SEISMIC LOAD:SEISMIC DESIGN CATEGORY D,SOIL TYPE Sd NON-BEARING 5'//// S FLAG NOTE Ohl 26/(3
<br /> STUD SHEAR WALL (SEE PLAN NOTES) [it: "
<br /> Fp= P....,(1-)2z/h)Wp=0.743 Wp(ASD)
<br /> 2.5a AIR-SIDE HVAC CMU WALL �� iwa,,., STEEL MOMENT
<br /> aP= ( ) FRAME CONN.
<br /> lip= 6.0(AIR-SIDE HVAC)
<br /> Sds= 0.867(Ss=1.301&Fa=1.0 BASED ON LAT/LONG)
<br /> Ip= 1.0
<br /> z/h= 1.0 ABBREVIATIONS
<br /> LUMBER (A) ABOVE GLB GLUE-LAMINATED BEAM
<br /> AB ANCHOR BOLT HORIZ HORIZONTAL
<br /> ALL GRADES SPECIFIED ARE MINIMUM GRADES REQUIRED.ALL LUMBER SHALL BE IN ACCORDANCE WITH WWPA ALT ALTERNATE KP KING POST
<br /> GRADING RULES,KILN-DRIED TO MC 19 AND OF THE FOLLOWING MINIMUM STANDARDS:
<br /> ARCH ARCHITECT KSI KIPS PER SQUARE INCH Q
<br /> SIZE CLASSIFICATION SPECIES GRADE Fb(PSI) Fc(PSI) (B) BELOW L ANGLE k
<br /> SLEEPERS DOUG-FIR STUD 700 - BD BAR DIAMETER MECH MECHANICAL Z
<br /> 0 on
<br /> LIGHT FRAMING(STUDS) HEM-FIR STUD 675 800 BLKG BLOCKING MF MOMENT FRAME d H
<br /> 2x JOISTS AND PLANKS HEM-FIR #2 850 - f
<br /> BM BEAM MTL METAL ��
<br /> PLATES AND BLOCKING HEM-FIR #2 850 -
<br /> GANDLARGERBEAMSANO ROT BOTTOM NS NEAR SIDE W w
<br /> STRINGERS
<br /> DOUG-FIR #2 875 - BRNG BEARING OC ON CENTER 0 a
<br /> 4x AND SMALLER BEAMS AND HEM-FIR #2 850 - BTWN BETWEEN OPP OPPOSITE Cn•
<br /> STRINGERS OP COMPLETE JOINT PENETRATION PL PLATE W
<br /> ALL POSTS AND TIMBERS DOUG-FIR #1 1200 1000 CLR CLEAR PLCS PLACES <IA
<br /> O ID
<br /> REFER TO PLAN NOTES,SCHEDULES,AND DETAILS FOR MORE SPECIFIC LUMBER SIZE AND GRADE REQUIREMENTS. CMU CONCRETE MASONRY UNIT PSI POUNDS PER SQUARE INCH p
<br /> COL COLUMN PSF POUNDS PER SQUARE FOOT y
<br /> UNLESS NOTED OTHERWISE IN THE PLANS,ALL WOOD AND WOOD-BASED MEMBERS EXPOSED TO WEATHER OR IN CC
<br /> CONTACT WITH CONCRETE,MASONRY,OR WITHIN 8"OF SOIL SHALL BE PRESERVATIVE-TREATED BY CONC CONCRETE P/T POST TENSIONED Q
<br /> VACUUM-PRESSURE IMPREGNATION IN ACCORDANCE WITH AWPA STANDARD Ul, f
<br /> CONN CONNECTION PT PRESSURE TREATED
<br /> NAILS,BOLTS,AND METAL CONNECTORS FOR WOOD CONT CONTINUOUS REINF REINFORCING DESIGN: NAE
<br /> ALL NAILS SHALL CONFORM TO THE STANDARDS SET FORTH BY THE NATIONAL DESIGN STANDARDS(NDS)FOR COORD COORDINATE REQ'D REQUIRED DRAWN: JCP
<br /> WOOD CONSTRUCTION,LATEST EDITION.NAILING NOT SPECIFIED SHALL BE PER IBC TABLE 2304.10.1 NAILING DBL DOUBLE SCHED SCHEDULE CHECK: MTM
<br /> SCHEDULE.ALL NAILS CALLED OUT ON PLANS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE AND SHALL
<br /> MEET OR EXCEED THE FOLLOWING MINIMUM GUIDELINES: OCT DETAIL SIM SIMILAR JOB NO: 19224.10
<br /> NAIL SHANK MIN LENGTH - DIA DIAMETER SOG SLAB ON GRADE
<br /> Bd COMMON 0.1310 21/2'SHANK DIM DIMENSION STD STANDARD DATE: 06/26/19
<br /> 10tl COMMON 0.1480 3'SHANK DIR DIRECTION STIFF STIFFENER
<br /> 12d COMMON 0.1480 3 1/4'SHANK EA EACH STL STEEL
<br /> 16d COMMON 0.1620 31/2'SHANK ELEV ELEVATION SVMM SYMMETRICAL THESE DOCUMENTS HAVE NOT BEEN
<br /> ES EACH SIDE SW SHEARWALL APPROVED FOR THE ISSUANCE OF
<br /> IOd BOX NAILS MAY RE SUBSTITUTED FOR 8d COMMON NAILS WITH NO CHANGE IN NAIL SPACING.FRAMING EX EXISTING TOC TOP OF CONCRETE
<br /> MEMBERS MAY BE NAILED WITH 16d SINKERS(0.148"0 x31/4"j,BUT ONLY 16d COMMON NAILS SHALL BE USED PUBLIC WORK, ,
<br /> WHERE 16d NAILS ARE INDICATED IN THIS DRAWING SET.ENGINEER MAY APPROVE OTHER NAILS IF NAIL LABELS EXP EXPANSION TOS TOP OF STEEL ECHANICAL FIRE 1—
<br /> ARE SUBMITTED TO ENGINEER PRIOR TO START OF CONSTRUCTION. M
<br /> FLR FLOOR TOW TOP OF WALL Z
<br /> ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307.PROVIDE WASHERS UNDER THE HEADS AND NUTS FDN FOUNDATION TYP TYPICAL SUPPRESSION, ELECTRICAL OR w
<br /> OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD.LEAD HOLES FOR LAG BOLTS SHALL BE BORED FOR THE ETA FOOTING UNO UNLESS NOTED OTHERWISE PLUMBING PERMITS (,y,J
<br /> SHANK AND THREADED PORTIONS PER ND511.1.3.
<br /> FS FAR SIDE VERT VERTICAL V
<br /> CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE"STRONG-TIE"BY SIMPSON COMPANY,CATALOG GC GENERAL CONTRACTOR WF WIDE FLANGE
<br /> TO BE THE LATEST EDITION,OR ENGINEER APPROVED EQUAL.CONNECTORS SHALL BE INSTALLED IN ACCORDANCE
<br /> WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITH THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED
<br /> BY THE MANUFACTURER.WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS,PLACE ONE-HALF OF THE NAILS,
<br /> SCREWS,OR BOLTS IN EACH MEMBER. Li
<br /> IX
<br /> INSTALLSOUD BLOCKING AT ALL BEARING POINTS.ALL SHIMS SHALL BE SEASONED,DRIED,AND THE SAME GRADE y)
<br /> (MINIMUM)AS MEMBERS CONNECTED.
<br /> GALVANIZATION I 0
<br /> UNLESS NOTED OTHERWISE,STEEL CONNECTORS IN CONTACT WITH TREATED WOOD SHALL BE GALVANIZED OF o 1�6 i T 0 Z
<br /> ACCORDING TO THE FOLLOWING TABLE: 0
<br /> GALVANIZATION UNTREATED CCA-C SB% ACQ-C CBA-A OTHER ACZA OTHER PT ��+qq J,- e Q W 03
<br /> WOOD ACQ-D CA-B BORATE WOOD ,^r_✓Ist;g�LL J
<br /> G90 X X x REVIEWED FOR .�.:, CC Ch
<br /> Q
<br /> Ct
<br /> G185 X x X X X % /'1 `/A m N a
<br /> HOG X X X X X X Vq`V,�\,l _\/�,. \Lr t W
<br /> STT300 X X % % % % % X /�\ M%�` VI Z_ I'"—''
<br /> G90=0.90OZ.OF ZINC PER SQUARE FOOT OF AREA �,7 /\\ Ct a i- v
<br /> G185 SS P.AVINCPERSQUAREFOOTOFAREA JUL M O =
<br /> HOG=HOT DIP GALVANIZED D SST300=TYPE 316E STAINLESS STEEL ,t
<br /> RATED SHEATHING 1 2019 B LL M W y/ W
<br /> RATED SHEATHING SHALL BE GRADE C-D INT-APA WITH EXTERIOR GLUE OR OSB SHEATHING WITH EXTERIOR GLUE Y® @
<br /> F SHEET:
<br /> IN CONFORMANCE WITH INC STANDARD 2303.1.4.
<br /> 'vermit Sev%RETT
<br /> ;i. ) S1.1
<br />
|