HomeMy WebLinkAboutREDLINED STRUCTURAL PLANS - 22-00007 - 253 W 2nd S - Sundance Bldg CAuthor Name Author Email Author Phone No.:
Cody Jones Cody.Jones@rexburg.org 208-372-2173
Description : 253 W 2nd S - Sundance Bldg C
Address : 253 W 2nd S
Application Type :
Document Filename : 02 Struc - Sundance Apartments - Building C.pdf Array
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Revisions Required
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
S1.0 Free text Cody Jones : Building Open 1 Will need engineered truss plans once you receive them.
S1.1 Free text Cody Jones : Building Open 2 Bart S. stated Connect Eng. will be special inspector.
S2.0 Free text Cody Jones : Building Open 6 All bearing walls on first floor need anchor bolts every 4' and
with 6" from edges and corners.
All wood in contact with concrete needs to be pressure
treated.
S2.1 Free text Cody Jones : Building Open 7 Squash Blocking to be installed in floor joist under bearing
walls on every floor.
# 22-00007
New Multi-Family Residence
Report Date: 02.28.2022
Approval of plans does not constitute approval of variance from code
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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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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.
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BE ASTM A500 (FY = 46 KSI).2.ALL BOLTS AND STUDS SHALL BE ASTM A307,
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REQUIREMENTS OF THE LATEST EDITION OF
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3.ALL STRUCTURAL AND MISCELLANEOUS STE
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4.WELDING SHALL BE BY WELDERS HOLDING V
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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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BOLTS MAY BE TIGHTENED USING ANY AISC A
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6.DRYPACK SHALL BE 5,000 PSI FIVE STAR NON
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INSTALL DRYPACK UNDER BEARING PLATES
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INSTALLED. AT COLUMNS, INSTALL DRYPACK
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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 = 0.156, SS = 0.443DESIGN SPECTRAL RESPONSEACCELERATIONSSD1 = 0.227, SDS = 0.427VERTICAL SHEAR TRANSFER ELEMENTS:PLYWOOD SHEARWALL(S)R = 6.5, CS = 0.0695. WIND DESIGN PARAMETERS (STRENGTH):ULTIMATE WIND SPEED115 MPH (3 SECOND GUST)WIND EXPOSURECIMPORTANCE FACTORIw = 1.00INTERNAL PRESSURE COEFFICIENT-0.18COMPONENT AND CLADDING PRESSURE42.1 PSFNET UPLIFT ON ROOF18.0 PSF 2. VERTICAL LOADS:LOCATIONLIVE / SNOWLOADDEAD LOADROOF35 PSF18 PSFFLOOR (NON-PUBLIC)40 PSF30 PSFCORRIDOOR100 PSF30 PSFSTAIRS100 PSF50 PSFFLOOR (PUBLIC ACCESS)100 PSF30 PSF3. DEFLECTION LIMITS:ELEMENTSLIVE LOADTOTAL LOADROOF TRUSSES/JOISTSL/360L/240FLOOR TRUSSES/JOISTSL/600L/240BEAMSL/360L/240 FOUNDATION NOTES:1.FOUNDATIONS DESIGNED IN CONFORMANCE
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XCELL ENGINEERING, LLC. REPORT NO. P202
9
2
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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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ANY TESTS OR INSPECTIONS REQUIRED BY T
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ALTERATIONS TO SITE PREPARATION OR GR
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3.A ONE-THIRD INCREASE IN BEARING PRESSU
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95% DRY DENSITY (STANDARD PROCTOR). G
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6.BACKFILL AGAINST RESTRAINED WALLS SHAL
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BELOW.THE SOIL DESIGN VALUES FOR THE FOUNDATION
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ALLOWABLE BEARING PRESSURE
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ALLOWABLE LATERAL BEARING PRESSURE
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ALLOWABLE LATERAL SLIDING COEFFICIENT
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LATERAL BACKFILL PRESSURE (UNRESTRAINED)
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LATERAL BACKFILL PRESSURE (RESTRAINED)
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FOUNDATION BEAR
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C. MATERIAL IDENTIFICATION (TYPE/GRADE)
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D. WELDER IDENTIFICATION SYSTEM (THEFABRICATOR OR ERECTOR, AS APPLICABLE,SHALL MAINTAIN A SYSTEM BY WHICH AWELDER WHO HAS WELDED A JOINT ORMEMBER CAN BE IDENTIFIED. STAMPS, IF USED,SHALL BE THE LOW-STRESS TYPE.)
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ANCHORAGE TO CONCRETE:ADHESIVE ANCHORS:HILTI HIT-HY 200PER ICC ESR-3187HILTI HIT-RE 500 V3PER ICC ESR-3814SIMPSON AT-XPPER IAPMO ER-263SIMPSON SET-XPPER ICC ESR-2508MECHANICAL ANCHORS:HILTI KWIK HUS EZPER ICC ESR-3027HILTI KWIK BOLT-TZPER ICC ESR-1917SIMPSON TITEN HDPER ICC ESR-2713SIMPSON STRONG BOLT-2PER ICC ESR-3037REBAR DOWELING TO CONCRETE:ADHESIVES:HILTI HIT-HY 200PER ICC ESR-3187HILTI HIT-RE 500 V3PER ICC ESR-3814SIMPSON AT-XPPER IAPMO ER-263SIMPSON SET-XPPER ICC ESR-25082.SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED INWRITING BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO USE. CONTRACTORSHALL PROVIDE CALCULATIONS DEMONSTRATING THAT THE SUBSTITUTED PRODUCTIS CAPABLE OF ACHIEVING THE PERFORMANCE VALUES OF THE SPECIFIEDPRODUCT. SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN ICC ESR ORIAPMO ER SHOWING COMPLIANCE WITH THE RELEVANT BUILDING CODE FOR SEISMICUSES, LOAD RESISTANCE, INSTALLATION CATEGORY, AND AVAILABILITY OFCOMPREHENSIVE INSTALLATION INSTRUCTIONS. ADHESIVE ANCHOR EVALUATIONWILL ALSO CONSIDER CREEP, IN-SERVICE TEMPERATURE AND INSTALLATIONTEMPERATURE.3.INSTALL THE ANCHORS PER THE MANUFACTURER INSTRUCTIONS, AS INCLUDED INTHE ANCHOR PACKAGING. SPECIAL INSPECTION SHALL BE PROVIDED AS REQUIREDBY APPLICABLE BUILDING CODE AND MANUFACTURERS TESTING REPORT.4.THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER'SREPRESENTATIVE TO PROVIDE ONSITE INSTALLATION TRAINING FOR ALL OF THEIRANCHORING PRODUCTS SPECIFIED. THE STRUCTURAL ENGINEER OF RECORD MUSTRECEIVE DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR'SPERSONNEL WHO INSTALL ANCHORS ARE TRAINED PRIOR TO THE COMMENCEMENTOF INSTALLING ANCHORS.5.ANCHOR CAPACITY IS DEPENDANT UPON SPACING BETWEEN ADJACENT ANCHORSAND PROXIMITY OF ANCHORS TO EDGE OF CONCRETE. INSTALL ANCHORS INACCORDANCE WITH SPACING AND EDGE CLEARANCES INDICATED ON THEDRAWINGS.POST-INSTALLED ANCHORS:1.EXCEPT WHERE INDICATED ON THE DRAWINGS, POST-INSTALLED ANCHORS SHALLCONSIST OF THE FOLLOWING ANCHOR TYPES. ALL ANCHORS ARE TO BE INSTALLEDPER THE MANUFACTURERS RECOMMENDATIONS.2. INSPECTION TASKS DURING WELDING (TABLEN5.4-2)A. USE OF QUALIFIED WELDERS
X
B. CONTROL AND HANDLING OF WELDINGCONSUMABLES, PACKAGING, EXPOSURECONTROL
X
C. NO WELDING OVER CRACKED TACK WELDS
X
D. ENVIRONMENTAL CONDITIONS, WIND SPEEDWITHIN LIMITS, PRECIPITATION ANDTEMPERATURE
X
E. WPS FOLLOWED, SETTINGS ON WELDINGEQUIPMENT, TRAVEL SPEED, SELECTEDWELDING MATERIALS, SHIELDING GASTYPE/FLOW RATE, PREHEAT APPLIED,INTERPASS TEMPERATURE MAINTAINED(MIN./MAX.), PROPER POSITION (F, V, H, OH)
X
F. WELDING TECHNIQUES, INTERPASS ANDFINAL CLEANING, EACH PASS WITHIN PROFILELIMITATIONS, EACH PASS MEETS QUALITYREQUIREMENTS
X
E. FIT-UP OF GROOVE WELDS (INCLUDINGJOINT GEOMETRY), JOINT PREPARATION,DIMENSIONS (ALIGNMENT, ROOT OPENING,ROOT FACE, BEVEL), CLEANLINESS (CONDITIONOF STEEL SURFACES), TACKING (TACK WELDQUALITY AND LOCATION), BACKING TYPE ANDFIT (IF APPLICABLE)"
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F. CONFIGURATION AND FINISH OF ACCESSHOLES
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G. FIT-UP OF FILLET WELDS, DIMENSIONS(ALIGNMENT, GAPS AT ROOT), CLEANLINESS(CONDITION OF STEEL SURFACES), TACKING(TACK WELD QUALITY AND LOCATION)"
X
H. CHECK WELDING EQUIPMENT
X
3. INSPECTION TASKS AFTER WELDING (TABLEN5.4-3)A. WELDS CLEANED
X
B. SIZE, LENGTH AND LOCATION OF WELDS
X
C. WELDS MEET VISUAL ACCEPTANCECRITERIA, CRACK PROHIBITION,WELD/BASE-METAL FUSION, CRATER CROSSSECTION, WELD PROFILES, WELD SIZE,UNDERCUT, POROSITY"
X
D. ARC STRIKES
X
E. k-AREA (WHEN WELDING OF DOUBLERPLATES, CONTINUITY PLATES OR STIFFENERSHAS BEEN PERFORMED IN THE k-AREA,VISUALLY INSPECT THE WEB k-AREA FORCRACKS WITHIN 3 IN. (75 MM) OF THE WELD).
X
F. BACKING REMOVED AND WELD TABSREMOVED (IF REQUIRED)
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G. REPAIR ACTIVITIES
X
H. DOCUMENT ACCEPTANCE OR REJECTIONOF WELDED JOINT OR MEMBER
X
4. INSPECTION TASKS PRIOR TO BOLTING(TABLE N5.6-1)A. MANUFACTURER’S CERTIFICATIONSAVAILABLE FOR FASTENER MATERIALS
X
B. FASTENERS MARKED IN ACCORDANCE WITHASTM REQUIREMENTS
X
C. PROPER FASTENERS SELECTED FOR THEJOINT DETAIL (GRADE, TYPE, BOLT LENGTH IFTHREADS ARE TO BE EXCLUDED FROM SHEARPLANE)
X
D. PROPER BOLTING PROCEDURE SELECTEDFOR JOINT DETAIL
X
E. CONNECTING ELEMENTS, INCLUDING THEAPPROPRIATE FAYING SURFACE CONDITIONAND HOLE PREPARATION, IF SPECIFIED, MEETAPPLICABLE REQUIREMENTS
X
F. PRE-INSTALLATION VERIFICATION TESTING BYINSTALLATION PERSONNEL OBSERVED ANDDOCUMENTED FOR FASTENER ASSEMBLIESAND METHODS USED
X
G. PROPER STORAGE PROVIDED FOR BOLTS,NUTS, WASHERS AND OTHER FASTENERCOMPONENTS
X
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All bearing walls on first floor need anchor bolts every 4' and with 6" from edges and corners. All wood in contact with concrete needs to be pressure treated.
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SHEARWALL TYPE SCHEDULENOTES:1. SHEARWALL TYPES LISTED BELOW ARE NOT JOB SPECIFIC. SOME TYPES MAY NOT BE USED ONTHE PLANS.2. FRAMING MEMBER SUPPORTING MATERIAL SHALL BE SPACED AT 16" ON CENTER (O.C.) MAXIMUM.3. ANCHOR BOLTS TO FOUNDATION SHALL BE 10" LONG AND SHALL BE EMBED 7" INTO CONCRETE.EXPANSION BOLTS OR SHOT PINS MAY BE USED AT INTERIOR WALLS (AWAY FROM EDGE OF SLAB ORSLAB STEP-DOWN) PER SUPPLEMENTAL INSTRUCTIONS.4. A MINIMUM OF (2) ANCHOR BOLTS SHALL BE USED ON EACH BASE PLATE PIECE. PROVIDE (1)ANCHOR BOLT MINIMUM WITHIN 9" OF EACH END PIECE.5. PROVIDE CONTINUOUS DOUBLE 2x TOP PLATE AT ALL SHEARWALLS AND EXTERIOR WALL. UNLESSNOTED OTHERWISE (U.N.O.), LAP SPLICE TOP PLATE A MINIMUM 4'-0" WITH 16d NAILS STAGGERED AT 2"ON CENTER (O.C.) ((24) 16d NAILS TOTAL BETWEEN SPLICE JOINTS.)6. PROVIDE FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEARWALLS UNLESS NOTED OTHERWISE ONPLANS OR DETAILS.7. BLOCK ALL PANEL EDGES. EDGE NAIL SHEATHING AT BLOCKED EDGES.MARKSHEATHING MATERIALEDGE NAILINGFIELD NAILINGBOTTOM PLATE ATTACHMENT1532" APA RATEDSHEATHING(BLOCKED)ONE SIDE OF WALL 8d COMMONAT 6" O.C.8d COMMONAT 12" O.C.CONCRETE: 12"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 36" O.C.CONCRETE: 58"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 48" O.C.WOOD: 16d STAGGERED AT 6" O.C.1532" APA RATEDSHEATHING(BLOCKED) ONE SIDEOF WALL 8d COMMONAT 4" O.C.8d COMMONAT 12" O.C.CONCRETE: 12"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 24" O.C.CONCRETE: 58"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 32" O.C.WOOD:16d STAGGERED AT 4" O.C.1532" APA RATEDSHEATHING(BLOCKED) ONE SIDEOF WALL 8d COMMONAT 3" O.C.8d COMMONAT 12" O.C.CONCRETE: 12"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 18" O.C.CONCRETE: 58"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 26" O.C.WOOD:16d STAGGERED AT 3" O.C.1532" APA RATEDSHEATHING(BLOCKED) ONE SIDEOF WALL(2) 2x OR 3xSTUDS/BLOCKING ATADJOINING PANELEDGES.(2) 2x OR (1) 3xBOTTOM PLATE.10d COMMONAT 2" O.C.STAGGER ATADJOININGPANEL EDGES.10d COMMONAT 12" O.C.CONCRETE: 12"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 12" O.C.CONCRETE: 58"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 20" O.C.WOOD: SDS 14"x512" AT 412" O.C.56.78
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210INTERMEDIATE STAIR LANDING AT WO
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