HomeMy WebLinkAboutPLANS 2 - 20-00888 - Yellowstone Heights Condos - Bldg 1 - 12 PlexP R O F E S S I O NAL ENG
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TATE OF I D A H O
A
11/20/20
14134
D
VID B .P O R T E R
L I C ENSED
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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 NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BYREPUTABLE STRUCTURAL ENGINEER'S IN THIS OR SIMILAR LOCALITIES. THEYNECESSARILY ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY ANEXPERIENCED CONTRACTOR AND/OR WORKMEN WHO HAVE A WORKINGKNOWLEDGE OF THE INTERNATIONAL BUILDING CODE CONVENTIONAL FRAMINGREQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOTEVERY CONDITION OR FRAMING ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ONTHESE DRAWINGS, IT IS UNDERSTOOD THAT THE CONTRACTOR WILL USE INDUSTRYACCEPTED STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOTEXPLICITLY 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: 2018 EDITION OF THE IBC WITH CITY/COUNTY AMENDMENTS.RISK CATEGORY = II4. SEISMIC DESIGN PARAMETERS:ANALYSIS PROCEDUREEQUIVALENT LATERAL FORCEPROCEDUREIMPORTANCE FACTORIe = 1.00SITE CLASSDSEISMIC DESIGN CATEGORYDMAPPED SPECTRAL RESPONSEACCELERATIONSS1 = 0.143, SS = 0.369DESIGN SPECTRAL RESPONSEACCELERATIONSSD1 = 0.221, SDS = 0.370PERCENT SNOW INCLUDED WITHSEISMIC LOADS20VERTICAL SHEAR TRANSFER ELEMENTS:PLYWOOD SHEARWALL(S)R = 6.5, CS = 0.0575. WIND DESIGN PARAMETERS (STRENGTH):ULTIMATE WIND SPEED105 MPH (3 SECOND GUST)WIND EXPOSURECIMPORTANCE FACTORIw = 1.00INTERNAL PRESSURE COEFFICIENT-0.18COMPONENT AND CLADDING PRESSURE34.4 PSFNET UPLIFT ON ROOF19.8 PSF 2. VERTICAL LOADS:LOCATIONLIVE / SNOWLOADDEAD LOADROOF35 PSF18 PSFFLOOR40 PSF27 PSFSTAIRS100 PSF65 PSF3. DEFLECTION LIMITS:ELEMENTSLIVE LOADTOTAL LOADROOF TRUSSESL/360L/240FLOOR JOISTSL/600L/240BEAMSL/360L/240 FOUNDATION NOTES:1.IN LIEU OF A GEOTECHNICAL REPORT: THE FO
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ACCORDING TO THE RECOMMENDATIONS OF
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1
8
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I
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.
2.THE SOIL DESIGN VALUES LISTED BELOW HAV
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CITY/COUNTY BUILDING DEPARTMENT, CONTI
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PREDOMINATELY CONSISTS OF SAND AND/OR
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.
SPECIFIC SOIL CLASSIFICATIONS SHOULD BE
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O
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F
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N
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:
S
A
N
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GRAVEL OR GRAVEL(GW OR GP), SAND(SW AN
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)
,
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T
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A
N
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(
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SAND(SC), SILTY GRAVEL(GM), OR CLAYEY GR
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(
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CLASSIFICATIONS CAN BE FOUND IN TABLE 18
0
6
.
2
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VERIFICATION OF SOIL CLASSIFICATION IS TH
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CONTRACTOR.3.A ONE-THIRD INCREASE IN BEARING PRESSUR
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WIND LOAD COMBINATIONS. LATERAL BEARIN
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MAY BE COMBINED.4.ALL FOUNDATIONS SHALL BEAR ON COMPACT
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NATIVE SOIL SUBBASE COMPACTED TO 95% D
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.
GRADE IS DEFINED AS LOWEST ADJACENT GR
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FOR PERIMETER FOOTINGS. WHERE EXTERIO
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ADJACENT TO BUILDING, GRADE IS DEFINED A
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5 FEET FROM BUILDING. CONCRETE FOOTING
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FREE OF LOOSE DEBRIS OR UN-COMPACTED
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PLACEMENT.5.CONCRETE SLABS ON GRADE SHALL BE SUPP
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FREE-DRAINING GRANULAR MAT (DRAINAGE FI
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CONSIST OF A WELL GRADED SAND AND GRA
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CRUSHED AGGREGATE. THE GRANULAR MAT
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THAN 95% OF THE MAXIMUM DRY DENSITY AS
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.
6.BACKFILL AGAINST RESTRAINED WALLS SHAL
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WALLS ARE SUPPORTED BY THE COMPLETION
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CONCRETE OR GROUT STRENGTH HAS REACH
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BELOW.THE SOIL DESIGN VALUES FOR THE FOUNDATION A
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:
ALLOWABLE BEARING PRESSURE
1
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ALLOWABLE LATERAL BEARING PRESSURE
1
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/
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ALLOWABLE LATERAL SLIDING COEFFICIENT
0
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2
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FOUNDATION BEARI
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30" BELOW FINISHE
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BE ASTM A500 (FY = 46 KSI).2.ALL BOLTS AND STUDS SHALL BE ASTM A307,
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4.WELDING SHALL BE BY WELDERS HOLDING VA
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ALL WELDING SHALL USE E70 SERIES LOW HY
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5.STEEL TO STEEL BOLTED CONNECTIONS: HIG
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6.DRYPACK SHALL BE 5,000 PSI FIVE STAR NON-
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TATE OF I D A H O
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14134
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P R O F E S S I O NAL ENG
I
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S
TATE OF I D A H O
A
11/20/20
14134
D
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P R O F E S S I O NAL ENG
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TATE OF I D A H O
A
11/20/20
14134
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P R O F E S S I O NAL ENG
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TATE OF I D A H O
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2 1311107STEEL STAIR STRINGER AT FOUNDATION NO SCALE NOTES:A.PROTECT EXPOSED STEEL, SEEARCHITECTURAL3"CLR 3"CLR6 5 4 32 KEYNOTES:1.STAIR STRINGER, SEE PLAN2.#4 BENT DOWEL AT 18" O.C.3.CONCRETE SLAB ON GRADE, SEE PLAN4.CONCRETE WALL, SEE PLAN5.CONCRETE FOOTING, SEE PLAN6.COMPACTED SUB-GRADE BELOWFOOTING, SEE PLAN7.MINIMUM FOOTING DEPTH, SEE GSN8.THICKEN SLAB AS REQUIRED (12" MIN) W/(2) #4 BARS CONTINUOUS AT BASE OFSTAIRS9.L3x3x14 x 3" LONG W/ (1) 34"Ø x 6" LONGHILTI KWIK TZ BOLT10.14" THICK END CAP 18"18"109 182
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7108CONCRETE SLAB AT FOUNDATION NO SCALE 3"CLR 3"CLR 17615432 KEYNOTES:1.SIDEWALK, PAVEMENT, OR FINISH GRADEPER ARCH2.#4 BENT DOWEL AT 18" O.C.3.CONCRETE SLAB ON GRADE, SEE PLAN4.CONCRETE WALL, SEE PLAN5.CONCRETE FOOTING, SEE PLAN6.COMPACTED SUB-GRADE BELOWFOOTING, SEE PLAN7.MINIMUM FOOTING DEPTH, SEE GSN 18"18"3 SIDES1/4KEYNOTES:1.WOOD STUD WALL, SEE PLAN2.CONT 2x PT BOTTOM PLATE, ATTACH PERSHEARWALL SCHEDULE3.BOUNDARY NAILING, SEE PLAN4.CONT 2x PT SOLE PLATE W/ ANCHORBOLTS PER SHEARWALL SCHEDULE5.FLOOR SHEATHING, SEE PLAN6.WOOD JOIST W/ (2) 16d NAILS INTO DBLTOP PLATE7.CONT DBL 2x TOP PLATE W/ LAP SPLICE,SEE TYPICAL DETAIL8.CONCRETE WALL, SEE PLAN9.CONT 2x PT SOLE PLATE W/ O.145"Ø MINSHOT PIN AT 32" O.C.10.CONCRETE FOOTING, SEE PLAN11.SIDEWALK, PAVEMENT, OR FINISH GRADEPER ARCH12.COMPACTED SUB-GRADE BELOWFOOTING, SEE PLAN13.MINIMUM FOOTING DEPTH, SEE GSN14.EDGE NAILING, SEE SHEARWALLSCHEDULE15.WALL SHEATHING AS OCCURS, SEE PLAN16.JOIST BLOCKING W/ (3) 16d NAILSBETWEEN EACH JOIST17.CONCRETE SLAB ON GRADE, SEEPLAN109WOOD JOIST AT FOUNDATION NO SCALE 17 151314125 13246171089113"CLR 3"CLR 12"CLRNOTES:A.WATERPROOF ANY EXTERIOR WOODFRAMING WITHIN 8" OF GRADE PER ARCHDRAWINGSB.PROVIDE WATERPROOF MEMBRANEFOR ANY WOOD IN CONTACT W/CONCRETE, PER ARCH 16
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P R O F E S S I O NAL ENG
I
N
E
E
R
S
TATE OF I D A H O
A
11/20/20
14134
D
VID B .P O R T E R
L I C ENSED