HomeMy WebLinkAboutPLANS 1/31/19 (2) - 19-00047 - 358 E 2nd S - Lincoln Elementary School - AdditionJRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITED
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P R O F E S S I O NAL ENGI
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TATE OF I D A H O
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1/16/19
14134
D
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L I C ENSED
BID SET
NOT FOR CONSTRUCTION
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GENERAL REQUIREMENTS:1.THE STRUCTURAL SYSTEMS AND MEMBERS DEPICTED HEREIN HAVE BEEN DESIGNEDPRIMARILY TO SAFEGUARD AGAINST MAJOR STRUCTURAL DAMAGE AND LOSS OFLIFE, NOT TO LIMIT DAMAGE OR MAINTAIN FUNCTION (IBC SECTION 101.3).2.THESE DRAWINGS, AND THEIR ASSOCIATED STRUCTURAL CALCULATIONS, HAVEBEEN PERFORMED USING STANDARDS OF PROFESSIONAL CARE ANDCOMPLETENESS NORMALLYEXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE STRUCTURALENGINEER'S IN THIS OR SIMILAR LOCALITIES. THEY NECESSARILY ASSUME THAT THEWORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/ORWORKMEN WHO HAVE A WORKING KNOWLEDGE OF THE INTERNATIONAL BUILDINGCODE CONVENTIONAL FRAMING REQUIREMENTS AND OF INDUSTRY ACCEPTEDSTANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR FRAMING ELEMENT IS(OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, IT IS UNDERSTOOD THAT THECONTRACTOR WILL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR ALLMISCELLANEOUS WORK NOT EXPLICITLY SHOWN.3.THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATETHE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCESAND PROCEDURES. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACEDON FRAMED CONSTRUCTION SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT ASSTATED HEREIN IS NOT EXCEEDED. OPTIONS ARE FOR CONTRACTOR'SCONVENIENCE. IF AN OPTION IS USED, THE CONTRACTOR SHALL BE RESPONSIBLEFOR ALL NECESSARY CHANGES, AND SHALL COORDINATE ALL DETAILS.4.WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURALNOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN.TYPICAL DETAILS AND NOTES ARE NOT NECESSARILY INDICATED ON THE PLANS, BUTSHALL APPLY NONE-THE-LESS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTIONSHALL CONFORM TO SIMILAR WORK ON THE PROJECT. DETAILS MAY SHOW ONLYONE SIDE OF CONNECTION OR MAY OMIT INFORMATION FOR CLARITY.5.ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL,MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGSAND SUBCONTRACTORS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BERESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURALDRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITHTHE ARCHITECT AND STRUCTURAL ENGINEER.6.ANY INSPECTIONS, SPECIAL (IBC CHAPTER 17) OR OTHERWISE THAT ARE REQUIREDBY THE BUILDING CODES, LOCAL BUILDING DEPARTMENTS, OR BY THESE PLANSSHALL BE DONE BY AN INDEPENDENT INSPECTION COMPANY OR THE BUILDINGDEPARTMENT, SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE ANOFFICIAL INSPECTION, UNLESS SPECIFICALLY CONTRACTED FOR.7.SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS IN ADDITION TOITEMS REQUIRED BY ARCHITECTURAL SPECIFICATIONS, THE CONTRACTOR SHALLREVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN ACCORDANCEWITH CONTRACT DRAWINGS SHALL BE FLAGGED UPON HIS REVIEW. VERIFY ALLDIMENSIONS WITH ARCHITECT. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONSFROM ORIGINAL CONTRACT DRAWINGS SHALL BE CLOUDED. ANY OF THEAFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES,SHALL NOT BE CONSIDERED APPROVED AFTER THE STRUCTURAL ENGINEER'SREVIEW, UNLESS NOTED ACCORDINGLY. ANY ENGINEERING PROVIDED BY OTHERSAND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A STRUCTURAL ENGINEERREGISTERED IN THE APPROPRIATE STATE. THE SHOP DRAWINGS DO NOT REPLACETHE ORIGINAL CONTRACT DRAWINGS. ITEMS OMITTED OR SHOWN INCORRECTLYAND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER ARE NOT TO BECONSIDERED CHANGES TO ORIGINAL DRAWINGS. THE ADEQUACY OF ENGINEERINGDESIGNS AND LAYOUT PERFORMED BY THE OTHERS RESTS WITH THE DESIGNING ORSUBMITTING AUTHORITY. REVIEWING IS INTENDED ONLY AS AN AID TO THECONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. RESPONSIBILITY FORCORRECTNESS SHALL REST WITH THE CONTRACTOR. ALLOW (5) WORKING DAYS FORTHE STRUCTURAL ENGINEER'S REVIEW. ONE COPY OF EACH SUBMITTAL WILL BERETAINED FOR THE STRUCTURAL ENGINEER'S RECORDS.BASIS FOR DESIGN:1.BUILDING CODE: 2015 EDITION OF THE IBC WITH CITY/COUNTY AMENDMENTS.RISK CATEGORY = III4. SEISMIC DESIGN PARAMETERS:ANALYSIS PROCEDUREEQUIVALENT LATERAL FORCEPROCEDUREIMPORTANCE FACTORIe = 1.25SITE CLASSCSEISMIC DESIGN CATEGORYCMAPPED SPECTRAL RESPONSEACCELERATIONSS1 = 0.158, SS = 0.450DESIGN SPECTRAL RESPONSEACCELERATIONSSD1 = 0.173, SDS = 0.360PERCENT SNOW INCLUDED WITHSEISMIC LOADS20%VERTICAL SHEAR TRANSFER ELEMENTS:SPECIAL MASONRY SHEARWALL(S)R = 5.0, CS = 0.0905. WIND DESIGN PARAMETERS (STRENGTH):ULTIMATE WIND SPEED115 MPH (3 SECOND GUST)WIND EXPOSURECIMPORTANCE FACTORIw = 1.00INTERNAL PRESSURE COEFFICIENT-0.18COMPONENT AND CLADDING PRESSURE40 PSFNET UPLIFT ON ROOF20 PSF 2. VERTICAL LOADS:LOCATIONLIVE / SNOWLOADDEAD LOADROOF40 PSF25 PSFFLOOR (WOOD)125 PSF20 PSFSTAIRS (STEEL)100 PSF60 PSF3. DEFLECTION LIMITS:ELEMENTSLIVE LOADTOTAL LOADROOF TRUSSES/JOISTSL/360L/240FLOOR TRUSSES/JOISTSL/480L/240BEAMSL/360L/240 FOUNDATION NOTES:1.FOUNDATIONS DESIGNED IN CONFORMANCE
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XCELL ENGINEERING, REPORT NO. TBD DATE
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2.SITE PREPARATION AND GRADING REQUIREM
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ADDENDUM'S SHALL BE COMPLETED PRIOR T
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3.A ONE-THIRD INCREASE IN BEARING PRESSU
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CONCRETE.6.BACKFILL AGAINST RESTRAINED WALLS SHAL
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ALLOWABLE BEARING PRESSURE
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GRADE 60 DEFORMED BARS SHALL BE USED
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DECK BUNDLES PLACED ON THE BUILDING FR
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2.EXAMINE SUPPORT FRAMING AND FIELD CON
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ERECTION MUST BE FOLLOWED.PLACE DECK IN ACCORDANCE WITH APPROV
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LOCATE DECK BUNDLES TO PREVENT OVERL
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TRADES THAT SUBSEQUENTLY CUT UNSCHE
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ARE RESPONSIBLE FOR REINFORCING THE O
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BEFORE PLACEMENT OF ROOF INSULATION A
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BE INSPECTED FOR TEARS, DENTS OR OTHER
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DAMAGED DECK SHALL BE DETERMINED BY T
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ADDRESSED IN THE CONTRACT DOCUMENTS.DO NOT USE DECK UNITS AS A WORKING PLA
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CONSTRUCTION LOADS MUST NOT EXCEED L
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JRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITED
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P R O F E S S I O NAL ENGI
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TATE OF I D A H O
A
1/16/19
14134
D
VID B .P O R T E R
L I C ENSED
BID SET
NOT FOR CONSTRUCTION
GENERAL STRUCTURAL NOTES(APPLY UNLESS NOTED OTHERWISE ON PLANS/DETAILS)WOOD:1.GENERAL: DO NOT NOTCH OR DRILL JOISTS, BEAMS, OR LOAD BEARING STUDSWITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER THROUGH THEARCHITECT. DOUBLE UP JOISTS AND BLOCKING UNDER PARTITIONS. PROVIDE 2"(NOMINAL) SOLID BLOCKING AT SUPPORTS OF ALL JOISTS. UNLESS NOTEDOTHERWISE ON PLANS/DETAILS PROVIDE 2x SOLID BLOCKING AT MID-HEIGHT OFBEARING STUD WALLS. ALL NAILING NOT NOTED SHALL BE ACCORDING TO IBC TABLE2304.10.1. JOIST HANGERS AND OTHER MISC. FRAMING ANCHORS SHALL BE SIMPSONSTRONG-TIE COMPANY, INC. OR OTHER MANUFACTURER WITH CURRENT ICC-ESAPPROVAL.2.SAWN LUMBER: FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THEGRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) OR THEWEST COAST LUMBER INSPECTION BUREAU (WCLIB). ALL SAWN LUMBER SHALL BESTAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY.SAWN LUMBER SHALL HAVE THE FOLLOWING MINIMUM GRADE UNLESS NOTEDOTHERWISE IN SCHEDULES:USE:MATERIAL:2x4 STUDSDOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)2x6 STUDSDOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)JOISTS, TOP PLATES AND ALL OTHERSAWN LUMBERDOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)BEAMS AND POSTSDOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)LOCATION:NOMINALTHICKNESS:SPANINDEXRATING:EDGEATTACHMENT:FIELDATTACHMENT:WALL716" OR 12"24168d AT 6" O.C.8d AT 12" O.C.ROOF716" OR 12"24168d AT 6" O.C.8d AT 12" O.C.ROOF1532" OR 12"32168d AT 6" O.C.8d AT 12" O.C.ROOF1932" OR 58"402010d AT 6" O.C.10d AT 12" O.C.ROOF2332" OR 34"482410d AT 6" O.C.10d AT 12" O.C.ROOF78"603210d AT 6" O.C.10d AT 12" O.C.FLOOR34" T&G482410d AT 6" O.C. OR#8 SCREWS AT 6" O.C.10d AT 6" O.C. OR#8 SCREWS AT 12" O.C.FLOOR78" T&G603210d AT 6" O.C. OR#8 SCREWS AT 6" O.C.10d AT 6" O.C. OR#8 SCREWS AT 12" O.C.FLOOR118" T&G604810d AT 6" O.C. OR#8 SCREWS AT 6" O.C.10d AT 6" O.C. OR#8 SCREWS AT 12" O.C.3.PLYWOOD: ALL PLYWOOD SHALL BE C-D OR C-C SHEATHING CONFORMING TOSTANDARD PS 1-95. LAY UP PLYWOOD WITH FACE GRAIN IN PERPENDICULAR TOSUPPORTS (ON ROOFS WHERE PLYWOOD IS LAID UP WITH FACE GRAIN PARALLEL TOSUPPORTS, USE A MINIMUM OF 5-PLY PLYWOOD, STAGGER JOINTS). ALL NAILING,COMMON NAILS. BLOCKING AT PANEL EDGES WHERE INDICATED ON PLANS. ALLPLYWOOD SHALL BE OF THE FOLLOWING NOMINAL THICKNESS, SPAN/INDEX RATINGAND SHALL BE NAILED AS FOLLOWS UNLESS NOTED OTHERWISE ON THE PLANS:SCREWS AT FLOOR SHEATHING SHALL BE #8 SCREWS AND SHALL PENETRATE ATLEAST 112" INTO THE SUPPORTING MEMBER. ALL FLOOR SHEATHING SHALL BE GLUEDTO SUPPORTING MEMBERS WITH AN APA AFG-01 QUALIFIED GLUE.PLYWOOD ALTERNATE: AMERICAN PLYWOOD ASSOCIATION PERFORMANCE RATEDSHEATHING MAY BE USED AS AN ALTERNATE TO PLYWOOD WITH PRIOR APPROVALOF OWNER, ARCHITECT AND ROOFER. IT MAY NOT BE USED ON ROOFS WHEREBUILT-UP ROOF SYSTEM IS TO BE GUARANTEED BY ROOFER. RATED SHEATHINGSHALL COMPLY WITH CURRENT ICC-ES REPORTS AND SHALL HAVE A SPAN RATINGEQUIVALENT TO OR BETTER THAN THE PLYWOOD IT REPLACES. ATTACHMENT ANDTHICKNESS (WITHIN 132") SHALL BE THE SAME AS THE PLYWOOD IT REPLACES.INSTALL PER MANUFACTURER'S RECOMMENDATIONS.4.NOMINAL 2x AND 3x DECKING. TONGUE AND GROOVE TYPE. MINIMUM Fb = 1,600 PSI,MINIMUM E = 1,300,000 PSI. INSTALL WITH TONGUES UP SLOPE ON PITCHED ROOFS,AND OUTWARD IN THE DIRECTION OF LAYING ON FLAT ROOFS. NAIL EACH PLANKWITH 16d TOENAIL (THRU THE TONGUE) AND 16d FACE NAIL AT EACH SUPPORT. DECKSHALL BE INSTALLED AS SIMPLE SPAN WITH ALL PLANKS BEARING ON TWOSUPPORTS. FOR REFERENCE AND/OR ADDITIONAL INFORMATION SEE AITC 117-2010.5.GLUED-LAMINATED BEAMS (GLB): GLUED-LAMINATED BEAMS SHALL BE DOUGLAS FIRCOMBINATION AT 24F-V4 AT SIMPLE SPAN BEAMS AND 24F-V8 AT MULTI-SPAN ANDCANTILEVERED BEAMS WITH THE FOLLOWING MINIMUM PROPERTIES: FB = 2,400 PSI,FV = 190 PSI, FC (PERPENDICULAR) = 650 PSI, E =1,800 KSI. ALL BEAMS SHALL BEFABRICATED USING WATERPROOF GLUE. FABRICATION AND HANDLING PER LATESTAITC AND WCLA STANDARDS. BEAMS TO BEAR GRADE STAMP AND AITC STAMP ANDCERTIFICATE. CAMBER AS SHOWN ON DRAWINGS. STANDARD CAMBER IS BASED ONA RADIUS OF CURVATURE OF 2000 FEET.6.GLUED-LAMINATED COLUMNS: GLUED-LAMINATED COLUMNS SHALL BE DOUGLAS FIRCOMBINATION 3 WITH THE FOLLOWING MINIMUM PROPERTIES: FBY = 2,100 PSI, FBY =2000 PSI, FVY = 230 PSI, FVX = 265 PSI, FC (PERPENDICULAR) = 650 PSI, E =1,900 KSI.ALL COLUMNS SHALL BE FABRICATED USING WATERPROOF GLUE. FABRICATION ANDHANDLING PER LATEST AITC AND WCLA STANDARDS. COLUMNS TO BEAR GRADESTAMP AND AITC STAMP AND CERTIFICATE.7.LAMINATED VENEER LUMBER (LVL): DESIGN, FABRICATION AND ERECTION INACCORDANCE WITH THE LATEST ICC-ES REPORT. MINIMUM PROPERTIES FOR LVLsSHALL BE: FB = 2,600 PSI, FV = 285 PSI, E = 2,000 KSI.8.PARALLEL STRAND LUMBER (PSL): DESIGN, FABRICATION AND ERECTION INACCORDANCE WITH THE LATEST ICC-ES REPORT. MINIMUM PROPERTIES FOR PSLsSHALL BE: FB = 2,900 PSI, FV = 290 PSI, E = 2,000 KSI.9.LAMINATED STRAND LUMBER (LSL): DESIGN, FABRICATION AND ERECTION INACCORDANCE WITH THE LATEST ICC-ES REPORT. MINIMUM PROPERTIES FOR LSLsSHALL BE: FB = 2,325 PSI, FV = 310 PSI, E = 1,550 KSI.10.SILL PLATES RESTING ON CONCRETE OR MASONRY SHALL BE OF TREATED FIR.SHEAR WALLS AND EXTERIOR WALL SILLS AT CONCRETE SLAB SHALL HAVE AMINIMUM OF (2) ANCHOR BOLTS PER PIECE. PROVIDE ANCHOR BOLT AT 9" MAXIMUM,4" MINIMUM FROM THE END OF EACH PIECE AT SPLICE OR END OF WALL. MAXIMUMANCHOR BOLT SPACING SHALL BE 72" ON CENTER UNLESS NOTED OTHERWISE ONPLANS OR DETAILS. ALL ANCHOR BOLTS (OTHER THAN BOLTS FOR HOLDOWNS)SHALL EMBED 7" INTO CONCRETE. ANCHOR BOLTS FOR HOLDOWNS SHALL NOT BECONSIDERED AS PART OF REQUIRED ANCHOR BOLTS ON SHEAR WALLS. ALLEXTERIOR WALLS SHALL BE SECURED WITH MINIMUM ANCHOR BOLTS. INTERIORWALLS MAY BE SECURED TO CONCRETE WITH EITHER ANCHOR BOLTS OR POWERDRIVEN SHOT PINS UNLESS NOTED OTHERWISE ON PLANS.11.BOLTING: ALL BOLTS IN WOOD CONNECTIONS SHALL CONFORM TO ASTM A307.BOLTS SHALL BE INSTALLED IN HOLES BORED WITH A BIT 116" LARGER THAN THE Ø(DIAMETER) OF THE BOLT. BOLTS AND NUTS SEATING ON WOOD SHALL HAVE CUTSTEEL WASHERS UNDER HEADS AND NUTS. NICK THREADS TO PREVENT LOOSENING.
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116MASONRY PILASTER AT FOUNDATION NO SCALE KEYNOTES:1.MASONRY WALL, SEE PLAN2.#5 DOWEL TO MATCH VERTICALWALL REINFORCING3.CONCRETE SLAB ON GRADE, SEEPLAN4.CONCRETE WALL BEYOND , SEEPLAN, CONTINUE HORIZONTALREINFORCING THROUGH PIER5.CONCRETE FOOTING, SEE PLAN6.COMPACTED SUB-GRADE BELOWFOOTING, SEE PLAN7.MINIMUM FOOTING DEPTH, SEE GSN8.SIDEWALK, PAVEMENT, OR FINISHGRADE PER ARCH9.RIDGED INSULATION, SEE ARCH10.8" x 32" POP-OUT W/ (4) #5 VERTICALHOOKED DOWELS11.SOLID GROUTED MASONRYPILASTER, SEE PLAN12.(8) #5 FULL HEIGHT VERTICALDOWELS, (1) #5 BAR IN EACH CELL13.#3 TIES AT 24" O.C.14.#4 BENT DOWEL AT 12" O.C.15.CONCRETE WALL, SEE PLANSECTIONA 1121311SECTIONC2'-0" LAP1014 1515 SECTIONB 151513113"CLR 3"CLR LAP PERGSNLAP PERTYPICAL DETAIL876 125153911LAP PERTYPICAL DETAIL 112" CLR(TYP)LAP PERTYPICAL DETAIL 11 ABC410
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LINCOLN ELEMENTARY GYM ADDITION
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LINCOLN ELEMENTARY GYM ADDITION
IDAHO
7
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LINCOLN ELEMENTARY GYM ADDITION
IDAHO
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2
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SCALE:MAIN LEVEL PLAN - LIGHTING1/8" = 1' - 0"
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LINCOLN ELEMENTARY GYM ADDITION
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7
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1
9
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3
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SCALE:MAIN LEVEL PLAN - POWER1/8" = 1' - 0"
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P
REXBURG,
MADISON SCHOOL DISTRICT #321
LINCOLN ELEMENTARY GYM ADDITION
IDAHO
7
3
9
J
A
N
.
'
1
9
E
4
.
0
MECHANICAL CONNECTION PLANS
SCALE:MAIN LEVEL PLAN - MECH. CONN
.
1/8" = 1' - 0"
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REXBURG,
MADISON SCHOOL DISTRICT #321
LINCOLN ELEMENTARY GYM ADDITION
IDAHO
7
3
9
J
A
N
.
'
1
9
E
5
.
0
FIRE ALARM PLANS
SCALE:MAIN LEVEL PLAN - FIRE ALARM1/8" = 1' - 0"
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REXBURG,
MADISON SCHOOL DISTRICT #321
LINCOLN ELEMENTARY GYM ADDITION
IDAHO
7
3
9
J
A
N
.
'
1
9
E
6
.
0
INTERCOM SYSTEM PLAN
SC
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