|
ABBREVIATIONS ',ra';?aT,
<br /> GENERAL STRUCTURAL NOTES :,,,- c.,
<br /> DESIGN CRITERIA 11ELLCALPOPS AB ANCHOR BOLT FRG FOOTING I'•
<br /> CODE:2E5 IBEIRCA AMENDMENTS AS ADOPTED BY THE REVIEWING AGENCY/COUNTY. I. BBIEM.PILES SHALL REDESIGNED AND IMMIEACIHED INACCORDANCE WHIR TIE 2015 PRENATIONAL ABV ABOVE GA GAUGE ,o,'v^.4.
<br /> ROOF........................................25 NSF SNOW(GROUND) BELDNG COBH MCI. OFF ABOVE FINISH FLOOR GALV GALVANIZED UA 1Y'N
<br /> FLOORS 2. DUCAL PILES SHALL BE DESIGNED AND MANIIAACNRED BY OPAL MANUFACTURED,INC..AND SHALL BE ALT ALTERNATE GE GIRAM BEAN
<br /> RESIDENTIAL-...................40 PSF NACCOROANCEWBNESRST50. AWN ALUMINUM GR GRADE
<br /> BALCONY/DECK................60PSF 3. ALL MMTERIALPROPERTIES OE HELICAL PILE COMPONENTS SHALL BEN ACCORDANCE WII ER-3750. APPRO% APPROXIMATE GYP GYPSUM WALL BOARD
<br /> 4. CORROSION PROTECTION OF ALL PRE COMPONENTS SHALL COMPLYWBNIIECGES ACCEPTANCE AYC ALASKAN YELLOW CEDAR HOG HOT-DIPPED GALVANIZED
<br /> GENERAL CONDITIONS CRITERIA FOR CORROSION PROTECTION 0P STE0.FOUNDATION SESTETS USING POLYAffi(ERA) BB BOX BEAM MDR HEADER
<br /> 1, THE CONTRACTOR SHALL ERMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE STRUCTURAL COATINGS(AC22N. E BOTTOM FLUSH HE HEM FIR
<br /> ENGINEER OF ANY DISCREPANCIES HE MAY FIND BEFORE PROCEEDING WITH THE WORK. 5. ALLIEIICALFORNOATBIN COMPONENTS SHALL BE GALVANICALLY IiOLATEDFROMCONCREE BLDG BUILDING EMT' HEIGHT
<br /> 2. THE CONTRACTOR SHALL VERIFY AU.DIMENSIONS,ELEVATIONS AND SITE CONDITIONS BEFORE REDIFORCNG SEEN.BELONG STRUCTURAL SOE,OR ANY DINER AOITAL BUILDING COMPONENTS PER BEG BLOCRING D' HEIGHT
<br /> STARTING WORK.THE ARCHITECT/ENGINEER SHALL IMMEDIATELY BE NOTIFIED IN WRITING OF ANY RCM RECEIVER. BM BEAM IN INCH
<br /> DISCREPANCIES. B. THE SHAFT SHALL REDESIGNED AND FABRICATED TOSUPPORTTIE SPECIFIED DESCH LORDS. ROT BOTTOM JT JOINT
<br /> 3. MI OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS SHALL 7, ONLYMANIIFACNAERAPPAOVELD CONNECTORS,ADAPTORS,AND ACCESSORY MAY BE USED. BE BOTTOM PLATE MAX MAXIMUM
<br /> BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER BEFORE R HELICAL RILES METE PETALLED VERTICALLY INFO MR GROUND WORN RILOWARIE ANGLE OF BEG DINT' NE MINIMUM UiI
<br /> BONN BETWEEN MISC MISCELLANEOUS O
<br /> PROCEEDING WOW ANY WORK 50INJOLVED, INCLINATION OPd IDNGRED AROM5000SAALPHR SECTION 0.2.1 OPESAOIAI. BSMT BASEMENT �'�
<br /> 4. IN CASE OF CONFLICT,NOTES AND DETAILS OF THESE STRUCTURAL DRAWINGS SHALL TAKE E. MONITOR ANDAECORO DEPTH OF PRE PENETRATGN.PROVWETORQUEMONTIORNGDEVCEASPARTOF OF NB NON-BEARING �jWli
<br /> PRECEDENCE OVER THE'GENERAL NOTES"AND/OR'STANDARD DETAILS'. TIE NSIAILNGUNR.MONITOR AND RECORD'NRQUEAPPLPD OURNC'INENSTALIATGN OF EACH PRE NW BOTTOM LL NO NUMBER
<br /> CANT BOTTOM ER CO ON CENTER ,R
<br /> 5. 1F A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK,THE CONSTRUCTION SHALL BE THE AT SPECIFIC DEPTHS. O CONTROLNINT PSF POUNDS PER SQUARE FCOT
<br /> SOME AS FOR SIMILAR WORK. 10.HELCAI.POffi SBALLBE INSTALLED TO THE MHD4UMTORQUEVOUNREQUHED TO PROVIDE ME TUG. CEILING V1Z,LP1Ir
<br /> B WORKING DIMENSIONS SHALL NOT BE SCALED FROM PLANS,SECTIONS,OR DETAILS ON THESE MIMED REQUIRED LOAD CAPACITIES INDICATED ON PLAN NCLUDNGAFACTOR OPSAPETYNO LESS CO CEILING IDIST PSI FOUNDS PER SQUARE INCH
<br /> DRAWINGS IHANTWO(2LIHEMA%BNMNSTALIATGNTORQU85NALL NOT IXCEEDTNBAMDWABIETOPSIONO OA OEM N PRESSURE TREATED 1Z;
<br /> 7. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL ENGINEER OF ANY CRACKPOT,ANY 0000SOAL COMPONENT OF TIEPL.E ASSEMBLY. LOU CONCRETE MASONRY UNIT GAF RAFTER OI of
<br /> CONDITION WHICH IN HIS OPINION MIGHT ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE 11.AI.LORACBHIS AND HELICAL PRE ASSEAIDLY COMPONENTS SNAIL SAYE ADEQUATE CAPACITY TO AGREE COL COTUMN REF REFERENCE JI
<br /> DISTRESS TONNE STRUCTURE. THEMNSITERCOUTRED BEARING CAPACITY INCLUDING A FACTOR OPSAPBTYNO LESS'MANED M. CONC CONCRETE REEF REINFORCEMENT
<br /> B THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WORK AND HE SHALL BE SOLELYRESPONSIBLE I2.READ BRACRETS MUST BECONCENECALLY LOADED ANDTEE BRACKETPIATEMUSI BE RUE CONN CONNECTION REQD REQUIRED
<br /> FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES AND PROCEDURES, PROVIDE ENGAGED WITH BC/EMMET CONCRETE FOUNDATION. COST CONSTRUCTION SF SQUARE FOOT '\
<br /> ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. 13.ALL MEAL PREASSEMBLE COMPONENTS MUST HAVE ADEQUATE STRENGTH TO DEVELOP TIE TORQUE COED CONTINUOUS SIM SIMILAR �/�
<br /> 9. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST EDITION OF THE REQUIRED FOR NSTALLATDN AND ALL INDUCE STRESSES. CTR CENTER SPF SPRUCE PINE FIR i;.�
<br /> INTERNATIONAL BUILDING CODE,AND ALL OTHER REGULATING AGENCIES EXERCISING AUTHORITY OVER It THE PIE QUANTEY,LAYOUT.AND SPACNGNOICATED ON PLAN SMALL NOT BE CHANGED MEOW DOT DETAIL STD STANDARD `�
<br /> :-..,..-
<br /> ANY PORTION OF THE WORK. EIRTETR APPROVAL FROM THEFDGN8040FREC0RD PRIOR TO RETALIATION. DF DOUGLAS FIR(50U1) SE SOUTHERN YELLOW PINE
<br /> 10, SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 15.CONTINUOUS SPECIAL NSPECTIONN ACCORDANCEWIIE2015 AND 2012 SC SECEDE M05.R MUST BE DEL DOUGLAS FIR LARCH T/ TOP OF
<br /> WHERE THE NOTES,DRAWINGS,AND/OR SPECIFICATIONS DEFER,THE MORE STRINGED'REQUIREMENT PROVIDED FOR TRH NSTALLATGN OF TIE HELICAL PDES RODEN:NRTON BRACKETS.NEILS TO BE DIN DIMENSION TIC TOP OF CONCRETE ',••
<br /> MORBID AND CONFIRMED BETTE SPECEM INSPECTOR MUST INCLUDE MELLOWING: Al DOUBLE MST T/P TOP OF PLATE
<br /> SHALL AP FLY. OIA DIAMETER II. REFERTHE
<br /> TO THE TURA DRAWINGS.
<br /> DRAWINGS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES A PROMANUFCTACTURER'S
<br /> URER'SCERER T/S TOP OF WALL
<br /> STEEL
<br /> OR THE STRUCTURAL DRAWINGS. B.MANUPACERFES CEeMICATIONOPTFE INSTALLERS DN DOWN T/W TOP OF µALL �-..'...
<br /> DS DOWNSPOUT
<br /> 1L NOTIFY ENGINEER OF ALL FIELD CHANGES PRIORI()INSTALLATION. C. ATG PRODUCTTYPNAND CONAICURNSPORI®.ICAL PEE LOU)SHAPI'SECIDN5,01Y'OESGNS, ER � TF TOP FLUSH
<br /> 13. DISCREPANCIES FOUND BETWEEN STRUCTURAL DRAWINGS AND OTHER DOCUMENTS ARE TO BE NOTED BRACKETS.BIKE,TRRFADED RODS.NUTS,WASHERS AND TORQUES AS SPECIFIED LATHST3 TRIPLE JOIST
<br /> IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION. RRPORT AND TRH CONSTRUCTION DOCUMENTS EF EACH FACE T/BM TOP OF BEAM
<br /> D.INSTALLATION PROCEDURES FOILTIEIELCALPRS SHAPI.NSTAU ADO&EQUEAHNTUSED,AUTO N IXPANSION TENTT/SLABTOP OF SLAB
<br /> l4. ALL CONSTRUCTION SHALL BE DONE WRX MATERIALS,METHODS,AND WORKMANSHIP ACCEPTED AS ElV ELEVATION
<br /> •
<br /> 77E MERL FOUNDATION SYS IRAs NSIAERTIONNSEUCNONS TR TOP PLATE
<br /> GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY IN CONFORMANCE TO THE PROVISIONS OF THE EN EDGE ERRING(PANEL)
<br /> "INTERNATIONAL BUILDING CODE"(IBC),AND STANDARDS REFERENCED THEREIN, H.ANTCEATHD AND ACNALPRDIG DPPTN EQ EQUAL TIP TYPICAL
<br /> 15. STRUCTURAL STABILITY OP ALLNEW AND EXLS'IWCBEUCNRES DURING CONSTRUCTION SURLIER P.P.HQUH®TAHOETNSIAIfAIWNT0RQV60PP8BS AND 6@16R1ND8PTNOP NSTAllATR2N ES EAOI SIDE UNO UNIFSS NOTED OTHERWISE
<br /> TIE RESPONDER'S OF THE CONTRACTOR HE INCLUDES EKCAVATGNS.COLUMNS,EQUIPMENT C.NCLNAIRINAND POSITION OA PIL.6,TOP OFPRBECTEYSGNNEULI.CONTACT WNN BBACBHC RN EATS WAY UPA UNDER POST ABOVE
<br /> LOADS,MATNRMLIAADS.AND OTHERS.OBSERVATIONS BY THE ENGNEERDP-RECORD DO NOT TIGHTNESS OFALLB06EAN0 EVOPNCETNATTB/PIE FOUNDATION SYSTEMS ARENSTAMED E FLUSH IMAM UWA UNDER WALL ABOVE
<br /> NCLUDEESPECTKRNS OF TEMPORARY LOADING AND STABILITY DURDIGCONSTRUCTION. BYAFLAPPROV®OPALFOUNDATION SYSTEMS INSTALLER. FIN FINISH VERT VERTICAL
<br /> IR. WHEEL ASSUMED SOIL BEARING CAPACIY.- .......TWO PSF 1L PILES HEROPEDLY NSTALLEDBECAUSE OP DISLOCATION,MEALIGNINSTI',OR PALURHTOMEBTOIBER FL FLOOR VIF VERIFY IN FIELD
<br /> SPEED DESGNMLSTAMATION CEDED ARE NOT ACCEPTABLE ABANDON REJECTED PILES AND EEG FLASHING W/ WITH 510227TH AVE W.
<br /> WELL ADDITION/EPEES AS REQUIRED. ED FOUNDATION WC WESTERN CEDAR EVEREI"T,WA
<br /> FP FIREPLACE WP WATERPROOF 96203
<br /> fANCRITRANCHOIS WHEAL PRE PROOPTLK TEND FT FOOT WWF WELDED WIRE FABRIC
<br /> 1. O.LSPECE®CONCRETE ANCHORS SELLER SIMPSON STRONG TIE ELM,OR EQUIVALENT.SPECIAL THE LOAMY OFTIH INSTATED PIES SNALLBEVERREDBY M D TESTING OP A 101RAURITHREE 0) ...,;..
<br /> INSPECTIONS REQUIRED. PERCENT OF PILES UP TO PEE(5)PIES MAMRRN(ONE(1)LEBIEQ N ACCORDANCE WITH THE PROCEDURE S200608-3
<br /> OUTLINED INASITE D1143 AND/OR THE 2015 SEATIE BUILDING CODE(SEC),THE MGEEMTEST LOAD SHALL BE
<br /> STRUCTURAL AND MISC,STEEL TW6HUNDRED(OU1)PoACENTOP TEESPBCE®DESIGN HAAD. "ZT
<br /> L. REFERENCE STANDARDS:DESIGN,FABNCATON AND ERECTION ARE TO BE IN ACCORDANCE WITH THE
<br /> LATEST EDITION OFTNE AEC"CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES'.
<br /> 2. MATERIALS: •
<br /> BOLTS-ASH A307,UNLESS OTHERWISE NOTED
<br /> WP BEAMS•ASTM A572-50(F/=50,000 PSI) �'3�11�202U
<br /> HSS ROUND COLUMNS-ASTM A50 Gr.B(Fy=42,00 PSI) ...
<br /> MSS RECTANGULAR COLUMNS-ASH A500 Gr.B(Fy=46,000 PSI)
<br /> ALL OTHER STEEL-ASTM A36(Fy-35,000 PSI)
<br /> STRUCTURAL STEEL WELDING
<br /> 1. CONFORM TO THE AWS CODES D1.1 AND D3.3,AND USE ONLY CERTIFIED WELDERS.WELDS NOT
<br /> SPECIFIED ARE TO BE U4'CONTINUOUS FILLET MINIMUM.USE DRY E70 ELECTRODES.
<br /> ALTERNATES: •
<br /> I. ALTERNATE ASSEMBLIES AND MATERIALS WILL BE CONSIDERED FOR REVIEW.ENGINEER MAY REQUEST .
<br /> PAYMENT FOR REVIEW;CONTRACTOR WILL BEAR BURDEN FOR ADDITIONAL PAYMENT AT NO ADDITIONAL LAµµ1J1
<br /> COST TO OWNER. M'
<br /> I. THE
<br /> SAFETY: • 0
<br /> L. THE ENGINEER AND/OR ARCHITECT HAVE NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGNZ
<br /> Q
<br /> AND/OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR K
<br /> TO MEANS,METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM
<br /> HIS WORK,THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER AND/OR ARCHITECT SHALL D
<br /> NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE NEW RESPONSELE FOR
<br /> PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR,SUBCONTRACTORS, CCSUPPLIERS OR THEIR EMPLOYEES,OR FOR ACCESS,VISITS,USE,WORK,TRAVEL,OR OCCUPANCY BY ANY CC
<br /> LE
<br /> PERSON, J T-1
<br /> K4 N
<br /> W
<br /> Z
<br /> f2„, \1....\
<br />
|