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STRUCTURAL NOTES
<br /> (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS)CODE LUMBER L.T ■ ■Mobile■
<br /> ABBREVIATIONS
<br /> ALL MATERIALS,WORKMANSHIP,DESIGN,AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, ALL GRADES SPECIFIED ARE MINIMUM GRADES REQUIRED.ALL LUMBER SHALL BE IN ACCORDANCE WITH W WPA (A) ABOVE GLB GLUE-LAMINATED BEAM
<br /> SPECIFICATIONS,AND THE INTERNATIONAL BUILDING CODE(IBC),2015 EDITION.SPECIFICATIONS AND STANDARDS GRADING RULES,KILN-DRIED TO MC 19 AND OF THE FOLLOWING MINIMUM STANDARDS:
<br /> WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. AB ANCHOR BOLT HORIZ HORIZONTAL
<br /> DESIGN LOADS SIZE CLASSIFICATION SPECIES GRADE Fb(PSI) Fc(PSI) ALT ALTERNATE KP KING POST —PROJECT INFORMATION:
<br /> SLEEPERS DOUG-FIR STUD 700 - ARCH ARCHITECT K51 KIPS PER SQUARE INCH
<br /> DEAD (B) BELOW L ANGLE MOSQUITO FLEET
<br /> ROOF 85PSF REFER TO PLAN NOTES,SCHEDULES,AND DETAILS FOR MORE SPECIFIC LUMBER SIZE AND GRADE REQUIREMENTS
<br /> BD BAR DIAMETER MECH MECHANICAL HOSPITAL
<br /> LIVE LOADS: - UNLESS NOTED OTHERWISE IN THE PLANS,ALL WOOD AND WOOD-BASED MEMBERS EXPOSED TO WEATHER OR BLKG BLOCKING MF MOMENT FRAME
<br /> ROOF(SNOW LOAD) 25 PSF IN CONTACT WITH CONCRETE,MASONRY,OR WITHIN 8"OF SOIL SHALL BE PRESERVATIVE-TREATED BY SE01523A
<br /> VACUUM-PRESSURE IMPREGNATION IN ACCORDANCE WITH AWPA STANDARD Ul. BM BEAM MU METAL
<br /> DESIGN LOADS NAILS,BOLTS,AND METAL CONNECTORS FOR WOOD BOT BOTTOM NS NEAR SIDE
<br /> 1321 COLBY AVENUE
<br /> SCREENWALL DEAD LOAD: 2,300 LBS(INCLUDES APPURTENANCES AND FRAMING) BRNG BEARING OC ON CENTER
<br /> ANTENNA MOUNTS: 500 LBS(EA)MAX ALL NAILS SHALL CONFORM TO THE STANDARDS SET FORTH BY THE NATIONAL DESIGN STANDARDS(NDS)FOR EVERETT,WA 98201
<br /> EQUIPMENTCABINETS: 3,070 LBS(TOTAL) WOOD CONSTRUCTION,LATEST EDITION.NAILING NOT SPECIFIED SHALL BE PER IBC TABLE 2304.10.1 NAILING BTWN BETWEEN OPP OPPOSITE
<br /> SCHEDULE.ALL NAILS CALLED OUT ON PLANS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE AND SHALL OP COMPLETE JOINT PENETRATION PL PLATE —ISSUED FOR:
<br /> ROOFTOP SCREENWALL: MEET OR EXCEED THE FOLLOWING MINIMUM GUIDELINES:
<br /> -— CLR CLEAR PLCS PLACES
<br /> WIND LOAD:115 MPH EXPOSURES NAIL SHANK 0 MIN LENGTH BUILDING PERMIT
<br /> CMU CONCRETE MASONRY UNIT PSI POUNDS PER SQUARE INCH
<br /> Bd COMMON 0.1310 21/2'SHANK
<br /> F= qz x(GCf)x Af=23.5 PSF(ASD) COL COLUMN PSF POUNDS PER SQUARE FOOT —REVISION HISTORY:
<br /> qz= 29.8 PSF(Kz=1.03,Ka.1.0,Kd=0.85) 10d COMMON 0.1480 3'SHANK CHUB.
<br /> CONC CONCRETE P/T POST TENSIONED NO. DATE: DESCRIPTION: BY,
<br /> GU= 1.32(G=0.85,Cf=1.55) 12d COMMON 0.1480 3 1/4"SHANK
<br /> RISK CATEGORY IV CONN CONNECTION PT PRESSURE TREATED I
<br /> 16d COMMON 0.1620 3112'SHANK CONT CONTINUOUS REINF REINFORCING
<br /> SEISMIC LOAD:SEISMIC DESIGN CATEGORY D,SOIL TYPE Sd
<br /> 10d BOX NAILS MAYBE SUBSTITUTED FOR 8d COMMON NAILS WITH NO CHANGE IN NAIL SPACING.FRAMING COORD COORDINATE REQ'D REQUIRED
<br /> Fp= pp [1+2z/h)Wp=0.301 Wp(ASD) MEMBERS MAY BE NAILED WITH 16d SINKERS(0.148"0 x 31/4"),BUT ONLY 16d COMMON NAILS SHALL BE USED DBL DOUBLE SCHED SCHEDULE _
<br /> ap= 1.0(SCREENWALL) WHERE 16d NAILS ARE INDICATED IN THIS DRAWING SET.ENGINEER MAY APPROVE OTHER NAILS IF NAIL LABELS DET DETAIL SIM SIMILAR
<br /> Rp= 2.5(SCREENWALL) ARE SUBMITTED TO ENGINEER PRIOR TO START OF CONSTRUCTION.
<br /> Sds= 0.854(Ss=1.281&Fa=1.0 BASED ON LAT/LONG) DIA DIAMETER 50G SLAB ON GRADE
<br /> Ip= 1.5 ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307.PROVIDE WASHERS UNDER THE HEADS AND DIM DIMENSION STD STANDARD
<br /> z/h= 1.08 NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD.LEAD HOLES FOR LAG BOLTS SHALL BE BORED FOR
<br /> THE SHANK AND THREADED PORTIONS PER NDS 11.1.3. DIR DIRECTION STIFF STIFFENER
<br /> STATEMENT OF SPECIAL INSPECTIONS
<br /> GALVANIZATION EA EACH STL STEEL
<br /> SPECIAL INSPECTIONS ARE REQUIRED AS INDICATED IN THE FOLLOWING TABLE.THE CONTRACTOR SHALL SUBMIT A ELEV ELEVATION SYMM SYMMETRICAL
<br /> WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF UNLESS NOTED OTHERWISE,STEEL CONNECTORS IN CONTACT WITH TREATED WOOD SHALL BE GALVANIZED
<br /> WORK IN ACCORDANCE WITH CHAPTER 1704.4 OF THE IBC. ACCORDING TO THE FOLLOWING TABLE: ES EACH SIDE SW SHEARWALL _
<br /> SPECIAL INSPECTION FOR THE ABOVE SYSTEMS SHALL BE AS INDICATED IN THE SPECIAL INSPECTION TABLE BELOW. GALVANIZATION UNTREATED ACQ-C CBA-A OTHER ACZ OTHER PT EX EXISTING TOC TOP OF CONCRETE
<br /> WOOD CCA-C SBX ACQ-D CA-B BORATE A WOOD
<br /> EXP EXPANSION TOS TOP OF STEEL -
<br /> STRUCTURALOBSERVATIONOFTHESTRUCTURALSYSTEMBYTHEENGINEERISNOTREQUIRED. G90 X X X FLR FLOOR TOW TOP OF WALL
<br /> SPECIAL INSPECTION G185 X X X X X X FON FOUNDATION TYP TYPICAL
<br /> HDG X X X X X X FTG FOOTING UNO UNLESS NOTED OTHERWISE
<br /> OPERATION CONT PERIODIC REMARKS- STT300 % X X X X X X X
<br /> STRUCTURAL STEEL&FRP FS FAR SIDE VERT VERTICAL
<br /> ' G90=0.90 OZ.OF ZINC PER SQUARE FOOT OF AREA GC GENERAL CONTRACTOR WF WIDE FLANGE
<br /> FABRICATION&ERECTION X G185=1.85 OZ.OF ZINC PER SQUARE FOOT OF AREA_
<br /> SHOP&FIELD WELDING HDG=HOT DIP GALVANIZED 1 12/22/2020 PERMIT SUBIRTN. LLIS
<br /> SST300=TYPE 3161 STAINLESS STEEL
<br /> SINGLE PASS FILLET WELDS 5 5/16' X —PLANS PREPARED BY:
<br /> _ FIBER REINFORCED POLYMER(FRP)SHAPES AND FASTENERS
<br /> NOTE:
<br /> ALL ITEMS MARKED WITH AN"X"SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17.SPECIAL ALL FRP STRUCTURAL SHAPES SHALL BE 1625 SERIES PULTEX STANDARD PROFILES BY CREATIVE PULTRUSIONS,INCINSPECTI ��..���M
<br /> ON SHALL UE AL PERFORMED BY ANA D
<br /> QUALIFIED ILDIN OFFICIAL
<br /> AGENCY DESIGNATED BYTHE OWNER.THE AE OR APPROVED EQUAL. �Rd0N
<br /> ARCHITECT,STRUCTURAL ENGINEER,ANDBUILDINGOFFICIALSHALL BE FURNISHED WTH COPIES OF ALL
<br /> RESULTS.ANY INSPECTION FAILING TO MEET THE PROJECT SPECIFICATIONS SHALL BE IMMEDIATELY BROUGHT ALL FRP FLAT PANELS SHALL BE 1500/1525 OR 1625 SERIES PULTEX STANDARD PROFILES BY CREATIVE
<br /> TO THE ATTENTION OF THE DESIGN TEAM. PULTRUSIONS,INC OR APPROVED EQUAL.
<br /> END all MG■,RITE LR
<br /> DM (42187 1LINO
<br /> BOLTS AND NUTS SHALL BE SUPERSTUD FIBER REINFORCED POLYMER FASTENER SYSTEM BY CREATIVE Roc (a■)7 41331
<br /> SHOP DRAWINGS PULTRUSIONS,INC OR APPROVED EQUAL. (�7h�
<br /> SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL CGX:20070.714
<br /> ENGINEER FOR REVIEW PRIOR TO FABRICATION: ALL FRP PRODUCTS EXPOSED TO WEATHER SHALL CONTAIN AN ULTRAVIOLET INHIBITOR.
<br /> DRAWN BY: CHK.BY:
<br /> 1.FRP SCREENWALLS ALL FIELD CUT,DRILLED EDGES AND HOLES SHALL BE SEALED WITH CATALYZED RESIN AS RECOMMENDED BY
<br /> MANUFACTURER.
<br /> SHOP DRAWINGS SHALL BE REVIEWED,REVISED AS REQUIRED FOR FIELD CONDITIONS,AND DATE STAMPED BY FIBER REINFORCED POLYMER PRODUCTS SHALL BE DESIGNED AND PROVIDED BY HI-TECH COMPOSITE JEG LMS
<br /> THE CONTRACTOR PRIOR TO REVIEW BY THE ENGINEER.CONTRACTOR SHALL PROVIDE(3)SETS OF SHOP STRUCTURES OR ENGINEER-APPROVED EQUIVALENT MANUFACTURER.SHOP DRAWINGS ARE REQUIRED PER THE
<br /> DRAWINGS FOR ENGINEER'S REVIEW.ALLOW TWO WEEKS FOR SHOP DRAWING APPROVAL BY ENGINEER. STRUCTURAL NOTES AND SHALL BE DESIGNED AND STAMPED BY THE MANUFACTURER'S PROFESSIONAL
<br /> ENGINEER LICENSED IN THE SAME STATE AS THE PROJECT.REFER TO THE DESIGN LOADS SECTION OF THE ,—LICENSURE:
<br /> ENGINEER'S SHOP DRAWING REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND STRUCTURAL NOTES FOR MAXIMUM WEIGHT OF SCREENWALL AS WELL AS LATERAL FORCE REQUIREMENTS.
<br /> CONTRACT DOCUMENTS.MARKINGS OR COMMENTS SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR
<br /> FROM COMPUANCE WITH THE PROJECT PLANS AND SPECIFICATIONS.THE CONTRACTOR REMAINS RESPONSIBLE EXISTING BUILDING
<br /> FOR DETAILS AND ACCURACY,FOR CONFORMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS,FOR d0,
<br /> SELECTING FABRICATION PROCESSES,FOR TECHNIQUES OF ASSEMBLY,AND FOR PERFORMING THE WORK IN A CONTRACTOR SHALL VERIFY ALL DIMENSIONS,MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING fgb 01 W.Ulfr
<br /> SAFE MANNER. DEPICTED IN THE DRAWINGS,AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE S.A1'
<br /> ENGINEER'S SHOP DRAWING REVIEW OF STRUCTURAL COMPONENTS DESIGNED BY OTHERS IS FOR LOADS REDESIGN. �. m� L A
<br /> IMPOSED ON THE BASIC STRUCTURE.THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE
<br /> AND ALL CONNECTIONS TO THE BASIC STRUCTURE.SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND CONTRACTOR RESPONSIBLE FOR COMPLETELY SEALING ALL AREAS WHERE EXISTING ROOF MATERIAL IS (' ,�''
<br /> DIRECTION OF THE LOADS IMPOSED ON THE BASIC STRUCTURE AND SHALL BE STAMPED&SIGNED BYA PENETRATED OR REMOVED.PROVIDE WATER PROOFING AS REQUIRED BY THE ARCH. >�
<br /> PROFESSIONAL ENGINEER REGISTERED IN THE SAME STATE AS THE PROJECT. GENERAL ZONAL
<br /> 12/22/2020
<br /> FABRICATION SHALL BEGIN ONLY AFTER SHOP DRAWINGS BEARING THE STAMP AND SIGNATURE OF THE PROJECT STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL,CIVIL,ELECTRICAL,AND
<br /> ARCHITECT,ENGINEER OF RECORD,AND CONTRACTOR HAVE BEEN RECEIVED. MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
<br /> DEFERRED APPROVAL ITEMS CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING.ANY DISCREPANCIES SHALL BE BROUGHT TO THE —JURISDICTIONAL APPROVAL:
<br /> ATTENTION OF THE ARCHITECT BEFORE PROCEEDING.
<br /> SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR CONTRACTOR TO SEE ARCHITECTURAL,CIVIL,ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION
<br /> ENGINEER OF RECORD WHO SHALL REVIEW THEM AND INDICATE THAT THE DEFERRED SUBMITTAL DOCUMENTS OF PIPE,VENT,DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS.
<br /> HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN
<br /> OF THE BUILDING.THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL
<br /> SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED.
<br /> 1.FRP SCREENWALLS CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL
<br /> [
<br /> STRUCTURAL STEEL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION.CHANGES SHOWN ON SHOP DRAWINGS
<br /> ONLY WILL NOT SATISFY THIS REQUIREMENT. DRAWING TITLE:
<br /> STRUCTURAL STEEL DESIGN,FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE AISC DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.WHERE CONDITIONS ARE NOT
<br /> "SPECIFICATION FOR THE DESIGN,FABRICATION,AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS",LATEST SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN,SIMILAR DETAILS OF
<br /> EDITION. CONSTRUCTION SHALL BE USED,SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL •
<br /> STRUCTURAL
<br /> SHAPES SHALL CONFORM TO ASTM A992,Fy=50 KS!. ENGINEER. C
<br /> PLATES,ANGLES,AND RODS SHALL CONFORM TO ASTM A36,Fy=36 KSI. - OTG V
<br /> STRUCTURAL TUBING SHALL CONFORM TO ASTM A500 GRADE B,Fy=46 KSI.
<br /> STEEL PIPE SHALL CONFORM TO ASTM A53 GRADE B,Fy=35 KS!. DRAWING NUMBER:•
<br /> -BOLTS CONNECTING STEEL MEMBERS SHALL CONFORM TO ASTM A325-N.BOLTS SHALL BE 3/4"0 MINIMUM,UNO
<br /> ANCHOR BOLTS SHALL CONFORM TO ASTM A307. /`'�
<br /> CONTRACTOR SHALL PROVIDE CONNECTION ADJUSTMENT TOLERANCES TO SATISFY THE REQUIREMENTS OF AISC J O
<br /> MANUAL OF STEEL CONSTRUCTION. ■
<br /> UNLESS SPECIFIED AS STAINLESS STEEL,ALL STEEL MEMBERS,SHAPES,BOLTS,AND ACCESSORIES EXPOSED TO
<br /> WEATHER SHALL BE HOT DIP GALVANIZED.
<br /> 22125
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