The URL can be used to link to this page

Home My WebLink AboutREVIEW REPORT 2 - 19-00047 - Lincoln Elementary school - AdditionReview Report Current Building Review Status: REVISIONS Application Number: 19-00047Permit Details Application Received Date: 02/01/2019 Commercial Addition Application Approved Date: Application Approved Status: ACCEPTED 02/04/2019 358 E 2nd S Lincoln Elementary School - Addition Status of Plan Reviews Completed 02/12/2019Plumbing Review COMPLETED 02/12/2019HVAC Review COMPLETED 02/12/2019Electrical Review COMPLETED 02/13/2019Planning and Zoning Review - Site Plan REVISIONS 02/21/2019Planning and Zoning Review - Site Plan APPW/COND 02/22/2019Building Review REVISIONS Permit Review Status Plan Reviews Still in Progress Public Works Review - Site Plan Fire Department Review - Site Plan Fire Sprinkler Review Fire Alarm Review DESCRIPTION COMMENTS STA TUS *Please respond to "REVISIONS" status items, with appropriate comment/documentation as needed! Building height and area meets the requirements of IBC Section 500 REVISIONSAddition meets building height and area requirements as a separate building, not as part of the existing non-sprinkled building. Type A occupancy in II-B construction allows 9500 sf and frontage area increase with 30 ft clearance around most of addition (actual area is 10,857 sf). See revision notes for construction type. Existing building cannot be increased in area without further information as it may exceed allowed area. *Revisions Response : Type of construction is identified.REVISIONSThe addition is identified as construction type II-B. Approved only as a separate building to meet allowed building area. * II-B requires building elements of Table 601 to be non-combustible materials. Mezzanine floor framing and roof over room 104 is of wood joists per structural plans. *Revisions Response : Reviewed By: Quinton Owens Review Date: 02/22/2019 Plan Review Details quinton.owens@rexburg.org Building Review Status: REVISIONS Page 1 of 3 Approval of plans does not constitute approval of variance from code Addition is an E occupancy, Type V-B construction. Base allowable is 9,500 s.f.. Frontage increase is 25% (9,500 x 25%) + 9,500 = 11,875 s.f. 10,857 < 11, 875 BAM, JRWA 2/22/19 Construction type should have been identified as type V-B BAM, JRWA 2/22/19 Building Review (Continued) D ESCRIPTIO N CO MMEN TS STATUS Fire walls meet the requirements of IBC Section 706 REVISIONS* The addition shall be considered a separate building from the existing building (for differing construction types and allowable building area), the separation wall shall meet all requirements of a fire wall per section 706 including parapet requirements in section 706.6. * Correction to wall types: additional 'F' detail labeled as 2 hr fire wall is assumed to be the type G on floor plan. * With openings in block wall at storage room 104, please verify fire wall behind room 104 for building separation. *Revisions Response : Rated doors and windows comply with Section 716 REVISIONSDoor at fire wall in mezzanine corridor? *Revisions Response : Stories without openings are sprinkled as per IBC Section 903.2.11.1 REVISIONSAddition is lacking openings required without a sprinkler system. *Revisions Response : Occupant load is identified on plans as per IBC Section 1004 REVISIONSWhat is proposed occupant load? *Revisions Response : Panic Hardware shall be installed as per IBC Section 1010.1.10 REVISIONSDoor hardware is not identified. Panic hardware is required on doors serving an assembly occupancy *Revisions Response : Building complies with IECC (IBC 1301)REVISIONSNo energy report submitted. *Revisions Response : Special Inspection Contractor is identified (IBC 1704.2.1) REVISIONSWho will be performing special inspections? *Revisions Response : Geotech Insp. is provided or Bldg. Off. has waived reqs. as per IBC Sec. 1803 REVISIONSEngineered to Seismic Design Category C and per recommendations by Xcell Engineering. Soil report done? *Revisions Response : Page 2 of 3 Approval of plans does not constitute approval of variance from code The new 2 hour fire wall creates a new fire area. Per 903.2.3, there are no limitations to the number of fire areas or the total combined square footage of fire areas. Please see attached revised floor plan correcting wall type call outs and changing the wall type behind the opening (drinking fountain) to a 2 hour rated wall. BAM, JRWA 2/22/19 Please see attached, correction has been made identifying door has rated. BAM, JRWA 2/22/19 See response #1 below Occupant load of Gym #106 is base on 1 person per 5 s.f. = 5,472 / 5 = 1,094 people. BAM, JRWA 2/22/19 Acknowledged, Doors 106A, 106B, 106C and 106D shall have panic hardware. BAM, JRWA 2/22/19 See attached. BAM, JRWA 2/22/19 Allied Testing and Inspection, LLC. BAM, JRWA 2/22/19 See attached revised structural drawings. BAM, JRWA 2/22/19 Building Review (Continued) D ESCRIPTIO N CO MMEN TS STATUS Exit Lighting and Exit Signs comply with IBC 1008 & 1013 REVISIONSPlace exit sign in corridor at top of stair to lower level (may relocate exit sign at door 003A to top of stairs). The other exit signs and emergency lighting locations are approved as shown on electrical drawings *Revisions Response : Use classification is identified as per IBC Section 302 Existing building is type E occupancy. Gym addition is accessory but will be considered a separate building as an A occupancy. COMPLETED Penetrations comply with IBC Section 714 for rated assemblies No penetration details. Penetrations through rated assemblies will be approved based on inspection COMPLETED Page 3 of 3 Approval of plans does not constitute approval of variance from code RESPONSE #2: Section 303.1.3 states assembly spaces associated with Group E occupancy are not considered a separate occupancy. BAM, JRWA 2/22/19 RESPONSE #1: Section 903.2.11.1 References stories below and above grade. The mechanical "mezzanine" is above grade with limited openings, but it is 1,372 s.f., which is below the 1,500 s.f. threshold established in 903.2.11.1. Based upon this the facility is compliant. BAM, JRWA 2/22/19 See attached revised drawing. BAM, JRWA 2/22/19 See response #2 below. BAM, JRWA 2/22/19 8,872 sf 6,441 sf 27,872 sf FIRE AREA #1 FIRE AREA #2 FIRE AREA #3 FIRE AREA #1 (2015 IBC Review) Construction Type V-A Base Allowable: 18,500 s.f. (non-sprinkled) Frontage Increase: ((964.33 / 1,149) -.25) 30/30 = 59% 18,500 + (18,500 x 59%) = 29,415 s.f. Allowable Square Foot: 29,415 s.f. > 27, 872 s.f. = PASS FIRE AREA #2 Construction Type V-A Base Allowable: 18,500 s.f. (non-sprinkled) Frontage Increase: Not taken Allowable Square Foot: 18,500 > 6,441 s.f. = PASS FIRE AREA #3 Construction Type V-B Base Allowable: 9,500 s.f. (non-sprinkled) Frontage Increase: Not taken Allowable Square Foot: 9,500 > 8,872 s.f. = PASS 1 1 0 ' - 0 " 4 2 9 s f 1 3 5 s f 27,872 + 135 + 429 = 28,436 s.f. 29,415 s.f. > 28,436 s.f. = PASS C o n s t r u c t i o n T y p e 5 - B Fire door in Mezzanine Door ratings and Hardware groups Extend fire wall behind drinking fountain to maintain fire wall Additional Exit Project Title: Kennedy Elementary School Addition & Remodel Report date: 06/03/19 Data filename: T:\Archive Drawings moved from S Drive\ArchiveDwgs\500-599\532-MSD Kennedy Elem Addition\05-BID\kennedy com check.cck Page 1 of 2 COMcheck Software Version 4.1.1.0 Envelope Compliance Certificate Section 1: Project Information Energy Code: 2009 IECC Project Title: Kennedy Elementary School Addition & Remodel Project Type: New Construction Construction Site:Owner/Agent:Designer/Contractor: 60 South 5th West Rexburg, ID 83440 Madison School District #321 60 West Main Rexburg, ID 83440 JRW & Associates 1152 Bond Ave Rexburg, ID 83440 Building Location (for weather data):Rexburg, Idaho Climate Zone:6b Vertical Glazing / Wall Area Pct.:3% Building Use: Activity Type(s)Floor Area 1-School/University : Nonresidential 15427 Section 2: Envelope Assemblies and Requirements Checklist Envelope PASSES: Design 3% better than code. Envelope Assemblies: Component Name/Description Gross Area or Perimeter Cavity R-Value Cont. R-Value Proposed U-Factor Budget U-Factor(a) Roof 1: Insulation Entirely Above Deck, [Bldg. Use 1 - School/University] 9718 ---40.0 0.025 0.048 Roof 2: Attic Roof with Wood Joists, [Bldg. Use 1 - School/University] 5535 50.0 0.0 0.021 0.027 Exterior Wall 1: Wood-Framed, 16" o.c., [Bldg. Use 1 - School/University] 1055 21.0 0.0 0.062 0.051 Window 1: Metal Frame with Thermal Break:Double Pane with Low-E, Perf. Type: Energy code default, Double Pane with Low-E, Clear , SHGC 0.70, [Bldg. Use 1 - School/University] 60 ------0.650 0.550 Window 2: Metal Frame with Thermal Break:Double Pane with Low-E, Perf. Type: Energy code default, Single Pane, Clear , SHGC 0.80, [Bldg. Use 1 - School/University] 60 ------1.100 0.550 Door 1: Insulated Metal, Swinging, [Bldg. Use 1 - School/University]42 ------0.450 0.700 Exterior Wall 2: Wood-Framed, 16" o.c., [Bldg. Use 1 - School/University] 1895 21.0 0.0 0.062 0.051 Window 3: Metal Frame with Thermal Break:Double Pane with Low-E, Perf. Type: Energy code default, Single Pane, Clear , SHGC 0.80, [Bldg. Use 1 - School/University] 60 ------1.100 0.550 Window 4: Metal Frame with Thermal Break:Double Pane with Low-E, Perf. Type: Energy code default, Single Pane, Clear , SHGC 0.80, [Bldg. Use 1 - School/University] 60 ------1.100 0.550 Door 2: Insulated Metal, Swinging, [Bldg. Use 1 - School/University]42 ------0.450 0.700 Door 3: Glass (> 50% glazing):Metal Frame, Perf. Type: Energy code default, Single Pane, Clear , SHGC 0.80, [Bldg. Use 1 - School/University] 42 ------1.200 0.800 Exterior Wall 3: Concrete Block:8", Partially Grouted, Cells Insulated,Normal Density , Furring: None, [Bldg. Use 1 - School/University] 2639 ---10.0 0.078 0.080 Door 4: Insulated Metal, Swinging, [Bldg. Use 1 - School/University]21 ------0.450 0.700 Door 5: Insulated Metal, Swinging, [Bldg. Use 1 - School/University]21 ------0.450 0.700 Exterior Wall 4: Concrete Block:8", Partially Grouted, Cells Insulated,Normal Density , Furring: None, [Bldg. Use 1 - School/University] 2244 ---10.0 0.078 0.080 Project Title: Kennedy Elementary School Addition & Remodel Report date: 06/03/19 Data filename: T:\Archive Drawings moved from S Drive\ArchiveDwgs\500-599\532-MSD Kennedy Elem Addition\05-BID\kennedy com check.cck Page 2 of 2 Exterior Wall 5: Concrete Block:8", Partially Grouted, Cells Insulated,Normal Density , Furring: None, [Bldg. Use 1 - School/University] 2639 ---10.0 0.078 0.080 Exterior Wall 6: Concrete Block:8", Partially Grouted, Cells Insulated,Normal Density , Furring: None, [Bldg. Use 1 - School/University] 540 ---0.0 0.420 0.080 Door 6: Glass (> 50% glazing):Metal Frame, Perf. Type: Energy code default, Single Pane, Clear , SHGC 0.80, [Bldg. Use 1 - School/University] 42 ------1.200 0.800 (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: q 1.All joints and penetrations are caulked, gasketed or covered with a moisture vapor-permeable wrapping material installed in accordance with the manufacturer's installation instructions. q 2.Windows, doors, and skylights certified as meeting leakage requirements. q 3.Component R-values & U-factors labeled as certified. q 4.No roof insulation is installed on a suspended ceiling with removable ceiling panels. q 5.'Other' components have supporting documentation for proposed U-Factors. q 6.Insulation installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. q 7.Stair, elevator shaft vents, and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. q 8.Cargo doors and loading dock doors are weather sealed. q 9.Recessed lighting fixtures installed in the building envelope are Type IC rated as meeting ASTM E283, are sealed with gasket or caulk. q 10.Building entrance doors have a vestibule equipped with self-closing devices. Exceptions: q Building entrances with revolving doors. q Doors not intended to be used as a building entrance. q Doors that open directly from a space less than 3000 sq. ft. in area. q Doors used primarily to facilitate vehicular movement or materials handling and adjacent personnel doors. q Doors opening directly from a sleeping/dwelling unit. Section 3: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2009 IECC requirements in COMcheck Version 4.1.1.0 and to comply with the mandatory requirements in the Requirements Checklist. Name - Title Signature Date 06/03/2019Ryan Malm AIT 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 P R O J E C T M A N A G E R : C A D O P E R A T O R : J O B N O . : S t r u c t u r a l E n g i n e e r i n g T h i s d r a w i n g i s t h e p r o p e r t y o f F R O S T S t r u c t u r a l E n g i n e e r i n g , I n c . L e g a l l y , t h e d r a w i n g c a n N O T b e c o p i e d i n w h o l e o r i n p i e c e s . I t i s o n l y t o b e u s e d f o r t h e p r o j e c t a n d s i t e s p e c i f i c a l l y i d e n t i f i e d h e r e o n a n d i s n o t t o b e u s e d o n a n y o t h e r p r o j e c t . C o n t r a c t o r s h a l l c a r e f u l l y r e v i e w a l l d i m e n s i o n s , d e t a i l s , a n d c o n d i t i o n s a n d r e p o r t a t o n c e a n y e r r o r , i n c o n s i s t e n c y o r o m i s s i o n d i s c o v e r e d b e f o r e c o n s t r u c t i o n . T h e c o n t r a c t o r a s s u m e s f u l l l i a b i l i t y f o r d e v i a t i o n s f r o m t h e i n t e n t o f t h e s e p l a n s . f a x : 2 0 8 . 2 2 7 . 8 4 0 5 1 0 2 0 E . L i n c o l n R o a d I d a h o F a l l s , I D 8 3 4 0 1 p h o n e : 2 0 8 . 2 2 7 . 8 4 0 4 c o n t a c t @ f r o s t - s t r u c t u r a l . c o m S T R U C T U R A L E N G I N E E R I N G L A N D S C A P E A R C H I T E C T M E C H A N I C A L E N G I N E E R I N G E L E C T R I C A L E N G I N E E R I N G S T R U C T U R A L E N G I N E E R I N G L A N D S C A P E A R C H I T E C T M E C H A N I C A L E N G I N E E R I N G E L E C T R I C A L E N G I N E E R I N G D M L D B P I F 1 8 - 3 1 6 P R O F E S S I O N A L ENG I N E E R S T ATE O F I D A H O A 1/16/19 14134 D VID B .P O R T E R L I C E N SED BID SET NOT FOR CONSTRUCTION G E N E R A L S T R U C T U R A L N O T E S ( A P P L Y U N L E S S N O T E D O T H E R W I S E O N P L A N S / D E T A I L S ) 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 W I T H R E C O M M E N D A T I O N S B Y : XCELL ENGINEERING, REPORT NO. TBD DATE D T B D . 2.SITE PREPARATION AND GRADING REQUIREM E N T S O F T H E S O I L R E P O R T A N D A N Y ADDENDUM'S SHALL BE COMPLETED PRIOR T O C O N S T R U C T I O N O F F O U N D A T I O N S . ANY TESTS OR INSPECTIONS REQUIRED BY T H E S O I L R E P O R T S H A L L B E P E R F O R M E D PRIOR TO PLACEMENT OF FOUNDATION REIN F O R C I N G S T E E L O R C O N C R E T E . ALTERATIONS TO SITE PREPARATION OR GR A D I N G S H A L L B E R E P O R T E D T O T H E GEOTECHNICAL ENGINEER PRIOR TO FOUND A T I O N C O N S T R U C T I O N . 3.A ONE-THIRD INCREASE IN BEARING PRESSU R E S I S A L L O W E D W I T H S E I S M I C O R WIND LOAD COMBINATIONS. LATERAL BEARIN G A N D L A T E R A L S L I D I N G R E S I S T A N C E MAY BE COMBINED.4.ALL FOUNDATIONS SHALL BEAR ON COMPAC T E D E N G I N E E R E D F I L L O R C O M P E T E N T NATIVE SOIL SUBBASE COMPACTED TO 95% D R Y D E N S I T Y ( S T A N D A R D P R O C T O R ) . GRADE IS DEFINED AS LOWEST ADJACENT G R A D E W I T H I N 5 F E E T O F T H E B U I L D I N G FOR PERIMETER FOOTINGS. WHERE EXTERIO R P A V I N G O R C O N C R E T E I S D I R E C T L Y ADJACENT TO BUILDING, GRADE IS DEFINED A S T O P O F E X T E R I O R P A V I N G A T L E A S T 5 FEET FROM BUILDING. CONCRETE FOOTING E X C A V A T I O N S S H A L L B E C L E A N A N D FREE OF LOOSE DEBRIS OR UN-COMPACTED M A T E R I A L A T T I M E O F C O N C R E T E PLACEMENT.5.CONCRETE SLABS ON GRADE SHALL BE SUP P O R T E D O N A 4 I N C H L A Y E R O F S E L E C T FILL MATERIAL OR ACCORDING TO THE SPECI F I C A T I O N S O F T H E S O I L R E P O R T . F I L L MATERIAL SHOULD BE MOISTENED, BUT NOT S A T U R A T E D J U S T P R I O R T O P L A C I N G CONCRETE.6.BACKFILL AGAINST RESTRAINED WALLS SHAL L N O T B E P L A C E D U N T I L A F T E R T H E WALLS ARE SUPPORTED BY THE COMPLETIO N O F I N T E R I O R F L O O R S Y S T E M S A N D CONCRETE OR GROUT STRENGTH HAS REAC H E D T H E 2 8 D A Y S T R E N G T H L I S T E D BELOW.THE SOIL DESIGN VALUES FOR THE FOUNDATION A R E : ALLOWABLE BEARING PRESSURE 1 5 0 0 P S F ALLOWABLE LATERAL BEARING PRESSURE 1 5 0 P S F / F T ALLOWABLE LATERAL SLIDING COEFFICIENT 0 . 2 5 LATERAL BACKFILL PRESSURE (UNRESTRAINED) 3 0 P S F / F T LATERAL BACKFILL PRESSURE (RESTRAINED) 5 0 P S F / F T FOUNDATION BEAR I N G D E P T H 36" BELOW FINISHE D G R A D E C O N C R E T E : 2 . A L L N O R M A L W E I G H T C O N C R E T E S H A L L B E R E G U L A R W E I G H T O F 1 5 0 P O U N D S P E R C U B I C F O O T U S I N G H A R D - R O C K A G G R E G A T E S . A G G R E G A T E U S E D I N C O N C R E T E S H A L L C O N F O R M T O A S T M C 3 3 . 3 . L A P S P L I C E S F O R B E A M S A N D F L O O R S L A B S S L A B S S H A L L B E A C C O R D I N G T O C H A P T E R 1 2 O F A C I 3 1 8 O R L A P S C H E D U L E O N T H E S E D R A W I N G S . S T A G G E R S P L I C E S A M I N I M U M O F O N E L A P L E N G T H . N O T A C K W E L D I N G O F R E I N F O R C I N G B A R S A L L O W E D W I T H O U T P R I O R R E V I E W O F P R O C E D U R E W I T H T H E S T R U C T U R A L E N G I N E E R . L A T E S T A C I C O D E A N D D E T A I L I N G M A N U A L A P P L Y . P R O V I D E B E N T C O R N E R B A R S T O M A T C H A N D L A P W I T H H O R I Z O N T A L B A R S A T A L L C O R N E R S A N D I N T E R S E C T I O N S P E R T Y P I C A L D E T A I L S . V E R T I C A L W A L L B A R S S H A L L B E S P L I C E D A T O R N E A R F L O O R L I N E S . 4 . A L L D I M E N S I O N S S H O W I N G T H E L O C A T I O N O F R E I N F O R C I N G S T E E L N O T N O T E D A S " C L E A R " O R " C L R " A R E T O C E N T E R O F S T E E L . M I N I M U M C O V E R F O R N O N - P R E S T R E S S E D C O N C R E T E R E I N F O R C I N G S H A L L B E A S F O L L O W S : 5 . M A X I M U M S L U M P F O R A L L C O N C R E T E S H A L L B E 4 " . S L U M P F O R E X T E R I O R S L A B S S H A L L B E 6 " . P O R T L A N D C E M E N T S H A L L C O N F O R M T O A S T M C 1 5 0 . T Y P E V C E M E N T S H A L L B E U S E D F O R C O N C R E T E I N C O N T A C T W I T H A L K A L I N E S O I L , A N D T Y P E I I E L S E W H E R E . 6 . N O M O R E T H A N 9 0 M I N U T E S S H A L L E L A P S E B E T W E E N C O N C R E T E B A T C H I N G A N D C O N C R E T E P L A C E M E N T U N L E S S A P P R O V E D B Y T H E T E S T I N G A G E N C Y . 7 . C O N C R E T E P L A C E M E N T A N D Q U A L I T Y S H A L L B E P E R R E C O M M E N D A T I O N S I N A C I 6 1 4 , A C I 3 0 1 A N D A C I 3 1 8 . M E C H A N I C A L L Y V I B R A T E A L L C O N C R E T E W H E N P L A C E D , E X C E P T T H A T S L A B S O N G R A D E N E E D B E V I B R A T E D O N L Y A R O U N D A N D U N D E R F L O O R D U C T S , E T C . C A S T C L O S U R E P O U R , W H E R E S H O W N O N P L A N S A R O U N D C O L U M N S A F T E R C O L U M N D E A D L O A D I S A P P L I E D . R E M O V E A L L D E B R I S F R O M F O R M S B E F O R E P L A C I N G C O N C R E T E . A L L I T E M S T O B E C A S T I N C O N C R E T E S U C H A S R E I N F O R C I N G , D O W E L S , B O L T S , A N C H O R S , P I P E S , S L E E V E S , E T C . , S H A L L B E S E C U R E L Y P O S I T I O N E D I N T H E F O R M S B E F O R E P L A C I N G T H E C O N C R E T E . 8 . A L L C O N C R E T E S L A B S O N G R A D E S H A L L B E D I V I D E D I N T O A R E A S B Y C O N T R O L J O I N T S ( K E Y E D O R S A W C U T ) S U C H T H A T O N E S L A B A R E A D O E S N O T E X C E E D A M A X I M U M L E N G T H O F 2 4 T I M E S T H E S L A B T H I C K N E S S I N B O T H D I R E C T I O N S ( E X A M P L E : 4 " S L A B = 8 ' - 0 " L E N G T H ) . S Q U A R E L A Y O U T S A R E P R E F E R R E D , B U T T H E S L A B G E O M E T R Y M A Y D I C T A T E O T H E R W I S E . T H E R A T I O O F T H E L O N G T O S H O R T D I S T A N C E S H A L L N O T E X C E E D 1 . 3 . I T I S R E C O M M E N D E D T H A T S A W C U T S B E M A D E W I T H I N 1 6 H O U R S O F C O N C R E T E B A T C H I N G . K E Y E D C O N T R O L J O I N T S N E E D O N L Y O C C U R A T E X P O S E D E D G E S D U R I N G P O U R I N G , A L L O T H E R J O I N T S M A Y B E S A W C U T . 9 . H O R I Z O N T A L P I P E S A N D E L E C T R I C A L C O N D U I T S S H A L L N O T B E E M B E D D E D I N S T R U C T U R A L C O N C R E T E A N D S L A B S O N G R A D E E X C E P T W H E R E S P E C I F I C A L L Y A P P R O V E D O R N O T E D B Y T H E S T R U C T U R A L E N G I N E E R . P I P E S A N D C O N D U I T S S H A L L N O T I M P A I R T H E S T R E N G T H O F T H E W O R K . 1 0 . F L Y A S H M A Y B E U S E D O N L Y I F P E R M I T T E D B Y A R C H I T E C T U R A L S P E C I F I C A T I O N S A N D S H A L L B E L I M I T E D T O 1 8 P E R C E N T O F C E M E N T I T I O U S M A T E R I A L S A N D S H A L L H A V E A R E P L A C E M E N T F A C T O R O F 1 . 2 R E L A T I V E T O C E M E N T R E P L A C E D . N O F L Y A S H A D D I T I V E S S H A L L B E U S E D I N F L A T W O R K O R A R C H I T E C T U R A L L Y E X P O S E D C O N C R E T E . 1 1 . C O L D / H O T W E A T H E R C O N C R E T E C O N S T R U C T I O N : P R O T E C T C O N C R E T E F R O M D A M A G E O R R E D U C E D S T R E N G T H I N C O M P L I A N C E W I T H A C I 3 0 5 A N D 3 0 6 . 1 2 . C O N C R E T E M I X E S S H A L L B E D E S I G N E D B Y A C E R T I F I E D L A B O R A T O R Y A N D A P P R O V E D B Y T H E S T R U C T U R A L E N G I N E E R . 1 3 . L I M I T A L K A L I - S I L I C A R E A C T I O N ( A S R ) T O 0 . 1 % E X P A N S I O N A T 2 8 D A Y S I N C O N C R E T E M I X A T A L L E X T E R I O R C O N C R E T E A N D I N T E R I O R C O N C R E T E E X P O S I E D T O M O I S T U R E . L O C A T I O N : M I N I M U M C O V E R T O L E R A N C E C A S T A G A I N S T E A R T H ( F O O T I N G S ) 3 " ± 3 8 " S L A B S O N G R A D E 1 1 2 " ± 1 4 " E X P O S E D T O E A R T H O R W E A T H E R - # 5 A N D S M A L L E R 1 1 2 " ± 3 8 " E X P O S E D T O E A R T H O R W E A T H E R - # 6 A N D L A R G E R 2 " ± 3 8 " N O T E X P O S E D T O W E A T H E R O R I N C O N T A C T W I T H T H E G R O U N D R O O F S L A B 1 " 1 8 " S T R U C T U R A L S L A B S A N D W A L L S 3 4 " 1 8 " B E A M S A N D C O L U M N S ( P R I M A R Y ) R E I N F O R C E M E N T , T I E S , S T I R R U P S A N D S P I R A L S 1 1 2 " 3 8 " 1 . M I N I M U M 2 8 D A Y C O N C R E T E S T R E N G T H S H A L L B E A S F O L L O W S : U S E : C O N C R E T E S T R E N G T H : M A X W / C R A T I O A I R E N T R A I N M E N T F O U N D A T I O N S 4 5 0 0 P S I 0 . 4 5 5 . 5 % ± 1 % C O N C R E T E S L A B S O N G R A D E 3 5 0 0 P S I 0 . 4 5 N / A B E A M S , C O L U M N S , E L E V A T E D S L A B S , W A L L S 4 5 0 0 P S I 0 . 4 5 5 . 5 % ± 1 % REINFORCING STEEL:1.ASTM A615 GRADE 60 (FY = 60 KSI) DEFORME D B A R S F O R A L L B A R S # 4 A N D L A R G E R . ASTM A615 GRADE 40 (FY = 40 KSI) DEFORME D B A R S F O R A L L B A R S # 3 A N D S M A L L E R . GRADE 60 DEFORMED BARS SHALL BE USED F O R C O N C R E T E W A L L S , B E A M S , ELEVATED SLABS AND COLUMN REINFORCI N G . 2.WELDING OF REINFORCING BARS SHALL BE M A D E O N L Y T O A S T M A 7 0 6 G R A D E 6 0 BARS AND ONLY USING E90 SERIES RODS. W E L D I N G O F R E I N F O R C I N G B A R S S H A L L BE MADE ONLY AT LOCATIONS SHOWN ON PL A N S O R D E T A I L S . 3.REINFORCING BAR SPACING GIVEN ARE MAXI M U M O N C E N T E R S . A L L B A R S P E R C R S I SPECIFICATIONS AND HANDBOOK. DOWEL AL L V E R T I C A L R E I N F O R C I N G T O FOUNDATION. SECURELY TIE ALL BARS IN LO C A T I O N B E F O R E P L A C I N G C O N C R E T E . D E F E R R E D S U B M I T T A L I T E M S : O P E N - W E B S T E E L R O O F T R U S S E S M A S O N R Y ( C O N C R E T E B L O C K ) : M I N I M U M 2 8 D A Y M A S O N R Y S T R E N G T H S H A L L B E 1 5 0 0 P S I . 1 . V E R T I C A L R E I N F O R C I N G : # 5 A T 1 6 I N C H E S O N C E N T E R F U L L H E I G H T O F W A L L , C E N T E R E D I N G R O U T E D C E L L A N D A T A L L W A L L I N T E R S E C T I O N S , C O R N E R S , W A L L E N D S , J A M B S , O V E R L I N T E L S , A N D E A C H S I D E O F C O N T R O L J O I N T S ( M I N I M U M U N L E S S N O T E D O T H E R W I S E O N P L A N S / D E T A I L S ) . T I E A T 8 ' - 0 " V E R T I C A L L Y , W I T H S I N G L E W I R E L O O P T I E O R E Q U I V A L E N T . D O W E L A L L R E I N F O R C I N G T O F O U N D A T I O N W I T H D O W E L S T O M A T C H A N D L A P V E R T I C A L W A L L O R C O L U M N R E I N F O R C I N G . 2 . C O N T R O L J O I N T S : U N L E S S N O T E D O T H E R W I S E O N T H E P L A N S , P L A C E C O N T R O L J O I N T S I N M A S O N R Y W A L L S S U C H T H A T N O S T R A I G H T R U N O F W A L L E X C E E D S 2 4 ' - 0 " . C O N T R O L J O I N T S S H A L L N O T O C C U R A T W A L L C O R N E R S , I N T E R S E C T I O N S , E N D S , W I T H I N 2 4 " O F C O N C E N T R A T E D P O I N T S O F B E A R I N G O R J A M B S , O R O V E R O P E N I N G S U N L E S S S P E C I F I C A L L Y S H O W N O N T H E S T R U C T U R A L D R A W I N G S . 3 . H O R I Z O N T A L R E I N F O R C I N G : ( M I N I M U M U N L E S S N O T E D O T H E R W I S E O N P L A N S / D E T A I L S ) O N E # 5 B A R I N C E N T E R O F 1 6 I N C H D E E P M I N I M U M C O N T I N U O U S G R O U T E D B O N D B E A M A T E L E V A T E D F L O O R A N D R O O F L I N E S . F O R 8 I N C H T H I C K W A L L S , O N E # 5 B A R I N C E N T E R O F 8 I N C H D E E P C O N T I N U O U S G R O U T E D B O N D B E A M A T I N T E R V A L S N O T T O E X C E E D 4 8 I N C H E S O N C E N T E R A N D A T T O P O F P A R A P E T O R F R E E S T A N D I N G W A L L S . F O R 1 2 I N C H T H I C K W A L L S , T W O # 5 B A R S I N C E N T E R O F 8 I N C H D E E P C O N T I N U O U S G R O U T E D B O N D B E A M A T I N T E R V A L S N O T T O E X C E E D 4 8 I N C H E S O N C E N T E R A N D A T T O P O F P A R A P E T O R F R E E S T A N D I N G W A L L S . H O R I Z O N T A L B A R S A T T O P O F P A R A P E T O R F R E E S T A N D I N G W A L L S S H A L L B E P L A C E D 8 I N C H E S D O W N F R O M T H E T O P I N A N U P S I D E D O W N B O N D B E A M B L O C K . P L A C E H O R I Z O N T A L B A R S C O N T I N U O U S T H R O U G H C O N T R O L J O I N T S . P R O V I D E B E N T B A R S P E R T Y P I C A L D E T A I L S , T O M A T C H H O R I Z O N T A L B O N D B E A M R E I N F O R C I N G , A T C O R N E R S A N D W A L L I N T E R S E C T I O N T O M A I N T A I N B O N D B E A M C O N T I N U I T Y . 4 . T E N S I O N L A P S P L I C E S O F R E I N F O R C I N G S T E E L I N M A S O N R Y S H A L L B E A S F O L L O W S : R E B A R S I Z E S T A N D A R D L A P R E T A I N I N G W A L L S ( A T F A C E O F W A L L ) # 4 2 4 " 3 0 " # 5 3 0 " 4 6 " # 6 4 3 " 5 5 " # 7 6 0 " 6 4 " # 8 7 2 " 7 2 " 5 . R E I N F O R C I N G P L A C E M E N T T O L E R A N C E S : A L L D I M E N S I O N S S H O W I N G T H E L O C A T I O N O F R E I N F O R C I N G S T E E L N O T N O T E D A S " C L E A R " O R " C L R " A R E T O C E N T E R O F S T E E L . T O L E R A N C E S F O R P L A C E M E N T O F V E R T I C A L R E I N F O R C I N G S H A L L B E ( ± ) 1 2 " P E R P E N D I C U L A R T O W A L L A N D ( ± ) 2 " A L O N G T H E L E N G T H O F T H E W A L L . P R O V I D E 1 2 " C L E A R A N C E B E T W E E N M A S O N R Y U N I T S A N D R E I N F O R C I N G , A N D R E I N F O R C I N G R U N N I N G I N T H E S A M E D I R E C T I O N . L A P S M A Y B E B E S I D E O R O V E R T H E R E I N F O R C I N G B E I N G S P L I C E D . 6 . B L O C K Q U A L I T Y : C O N C R E T E B L O C K S H A L L B E L I G H T W E I G H T L O A D - B E A R I N G C O N C R E T E M A S O N R Y U N I T S C O N F O R M I N G T O A S T M 9 0 W I T H A M I N I M U M C O M P R E S S I V E S T R E N G T H O F 2 0 0 0 P S I . U S E B O N D B E A M U N I T S A T H O R I Z O N T A L R E I N F O R C I N G . 7 . M O R T A R : M O R T A R M I X S H A L L C O N F O R M T O R E Q U I R E M E N T S O F T H E A S T M C 2 7 0 A N D A S T M C 7 8 0 S T A N D A R D S , T Y P E M O R S . M O R T A R S H A L L H A V E A M I N I M U M C O M P R E S S I V E S T R E N G T H O F 2 0 0 0 P S I A T 2 8 D A Y S . 8 . G R O U T : G R O U T S H A L L C O N F O R M T O R E Q U I R E M E N T S O F A S T M C 4 7 6 . U S E S U F F I C I E N T W A T E R F O R G R O U T T O F L O W I N T O A L L J O I N T S O F T H E M A S O N R Y W I T H O U T S E G R E G A T I O N . G R O U T S H A L L A T T A I N A M I N I M U M C O M P R E S S I V E S T R E N G T H O F 2 5 0 0 P S I A T 2 8 D A Y S . A L L C E L L S I N C O N C R E T E B L O C K S C O N T A I N I N G R E I N F O R C I N G S H A L L B E F I L L E D S O L I D W I T H G R O U T . A L L M A S O N R Y B E L O W F I N I S H E D F L O O R O R G R A D E S H A L L B E G R O U T E D S O L I D . A L L G R O U T S H A L L B E M E C H A N I C A L L Y V I B R A T E D . G R O U T L I F T S O F 5 F E E T O R L E S S I S R E C O M M E N D E D . F O R H I G H E R G R O U T L I F T S , C L E A N O U T S ( 3 " x 3 " ) A T T H E B O T T O M O F A L L V E R T I C A L L Y R E I N F O R C E D C E L L S S H A L L B E P R O V I D E D . I N A D D I T I O N , M E C H A N I C A L D E V I C E S S H A L L B E U S E D T O P O S I T I O N A N D S E C U R E R E I N F O R C I N G W H E N G R O U T L I F T S E X C E E D 5 F E E T I N H E I G H T . I N S O L I D G R O U T E D M A S O N R Y , C L E A N O U T S S H A L L N O T B E S P A C E D M O R E T H A N 3 2 " O . C . 9 . B L O C K C O N S T R U C T I O N : A L L B L O C K S S H A L L B E P L A C E D I N R U N N I N G B O N D C O N S T R U C T I O N ( U N L E S S O T H E R W I S E N O T E D ) W I T H A L L V E R T I C A L C E L L S I N A L I G N M E N T . S T E E L : 1 . M A T E R I A L S : R O L L E D W S H A P E S , S H A L L C O N F O R M T O A S T M A 9 9 2 ( F Y = 5 0 K S I ) . A L L O T H E R S T R U C T U R A L S T E E L S H A P E S , R O L L E D S E C T I O N S , B A R S A N D P L A T E S S H A L L C O N F O R M T O A S T M A 3 6 ( F Y = 3 6 K S I ) . A L L P I P E S T E E L S H A L L B E A S T M A 5 0 1 ( F Y = 3 6 K S I ) O R A S T M A 5 3 , T Y P E E O R S , G R A D E B ( F Y = 3 5 K S I ) . A L L T U B U L A R S T E E L S H A L L B E A S T M A 5 0 0 ( F Y = 4 6 K S I ) . 2 . A L L B O L T S A N D S T U D S S H A L L B E A S T M A 3 0 7 , U N L E S S N O T E D O T H E R W I S E . A L L E X P A N S I O N B O L T S T O H A V E C U R R E N T I C C R E P O R T R A T I N G F O R M A T E R I A L I N T O W H I C H I N S T A L L A T I O N T A K E S P L A C E . H E A D E D S T U D S S H A L L C O N F O R M T O A L L R E Q U I R E M E N T S O F T H E L A T E S T E D I T I O N O F T H E " R E C O M M E N D E D P R A C T I C E S F O R S T U D W E L D I N G " A N D T H E " S T R U C T U R A L W E L D I N G C O D E " P U B L I S H E D B Y A W S . A L L B O L T S , A N C H O R B O L T S , E X P A N S I O N B O L T S , E T C . S H A L L B E I N S T A L L E D W I T H S T E E L W A S H E R S A T F A C E O F W O O D O R A T S L O T T E D H O L E S I N S T E E L S E C T I O N S . 3 . A L L S T R U C T U R A L A N D M I S C E L L A N E O U S S T E E L S H A L L B E F A B R I C A T E D A N D E R E C T E D I N A C C O R D A N C E W I T H A I S C S P E C I F I C A T I O N S F O R T H E D E S I G N , F A B R I C A T I O N A N D E R E C T I O N O F S T R U C T U R A L S T E E L F O R B U I L D I N G S , L A T E S T E D I T I O N . 4 . W E L D I N G S H A L L B E B Y W E L D E R S H O L D I N G V A L I D C E R T I F I C A T E S A N D H A V I N G C U R R E N T E X P E R I E N C E I N T H E T Y P E O F W E L D S H O W N O N T H E D R A W I N G S O R N O T E S . A L L W E L D I N G S H A L L U S E E 7 0 S E R I E S L O W H Y D R O G E N R O D S U N L E S S N O T E D O T H E R W I S E . A L L W E L D I N G P E R L A T E S T A M E R I C A N W E L D I N G S O C I E T Y S T A N D A R D S . A L L W E L D S O N D R A W I N G S A R E S H O W N A S S H O P W E L D S . C O N T R A C T O R M A Y S H O P W E L D O R F I E L D W E L D A T H I S D I S C R E T I O N . A L L F U L L P E N E T R A T I O N W E L D S S H A L L B E T E S T E D A N D C E R T I F I E D B Y A N I N D E P E N D E N T T E S T I N G L A B O R A T O R Y . 5 . S T E E L T O S T E E L B O L T E D C O N N E C T I O N S : H I G H S T R E N G T H B O L T S S H A L L B E A S T M A 3 2 5 N A N D S H A L L B E I N S T A L L E D A S B E A R I N G - T Y P E C O N N E C T I O N S W I T H T H R E A D S I N C L U D E D I N S H E A R P L A N E ( T Y P E " N " C O N N E C T I O N U N L E S S N O T E D O T H E R W I S E ) . B O L T S M A Y B E T I G H T E N E D U S I N G A N Y A I S C A P P R O V E D M E T H O D . 6 . D R Y P A C K S H A L L B E 5 , 0 0 0 P S I F I V E S T A R N O N - S H R I N K G R O U T O R E Q U I V A L E N T . I N S T A L L D R Y P A C K U N D E R B E A R I N G P L A T E S B E F O R E F R A M I N G M E M B E R I S I N S T A L L E D . A T C O L U M N S , I N S T A L L D R Y P A C K U N D E R B A S E P L A T E S A F T E R C O L U M N H A S B E E N P L U M B E D B U T P R I O R T O F L O O R O R R O O F I N S T A L L A T I O N . S T E E L J O I S T S A N D J O I S T G I R D E R S : 1 . S P E C I F I C A T I O N S : A L L J O I S T S S H A L L B E D E S I G N E D , F A B R I C A T E D , W E L D E D A N D E R E C T E D I N A C C O R D A N C E W I T H T H E L A T E S T E D I T I O N O F T H E " S T A N D A R D S P E C I F I C A T I O N S " O F T H E S T E E L J O I S T I N S T I T U T E . 2 . J O I S T D E S I G N : J O I S T M A N U F A C T U R E R S H A L L D E S I G N A N D S U B M I T C A L C U L A T I O N S B Y A R E G I S T E R E D E N G I N E E R F O R A L L J O I S T S , E X C E P T P A R A L L E L C H O R D J O I S T S W I T H U N I F O R M L O A D S A N D C O N T I N U O U S L Y S U P P O R T E D C O M P R E S S I O N C H O R D S P E R S J I S T A N D A R D L O A D T A B L E S . G I R D E R D E S I G N : J O I S T M A N U F A C T U R E R S H A L L D E S I G N A N D S U B M I T C A L C U L A T I O N S B Y A R E G I S T E R E D E N G I N E E R F O R A L L J O I S T G I R D E R S . 3 . C A L C U L A T I O N S : C A L C U L A T I O N S S H A L L I N C L U D E D E F L E C T I O N A N D C A M B E R R E Q U I R E M E N T S . L I V E L O A D D E F L E C T I O N S S H A L L B E L I M I T E D T O S P A N / 3 6 0 . T O T A L L O A D D E F L E C T I O N S S H A L L B E L I M I T E D T O S P A N / 2 4 0 . A L L J O I S T S A N D J O I S T G I R D E R S S H A L L B E C A M B E R E D F O R T H E D E S I G N D E A D L O A D . M A N U F A C T U R E R S H A L L A D D A D D I T I O N A L W E B M E M B E R S A S R E Q U I R E D A N D A D J U S T C H O R D A N D W E B S I Z E S A C C O R D I N G L Y , B U T S H A L L N O T A L T E R D E P T H O F J O I S T S . D E S I G N C A L C U L A T I O N S S H A L L I N C L U D E S U P E R I M P O S E D L O A D S F O R F R A M I N G S U P P O R T E D E Q U I P M E N T . V E R I F Y S I Z E , W E I G H T A N D L O C A T I O N O F E Q U I P M E N T W I T H A R C H I T E C T U R A L , M E C H A N I C A L , P L U M B I N G A N D E L E C T R I C A L D R A W I N G S . 4 . S H O P D R A W I N G S : C O N T R A C T O R S H A L L S U B M I T S H O P D R A W I N G S F O R R E V I E W P R I O R T O M A N U F A C T U R E . C O N T R A C T O R S H A L L S U B M I T D E S I G N C A L C U L A T I O N S S E A L E D B Y A R E G I S T E R E D E N G I N E E R F O R R E V I E W P R I O R T O I N S T A L L A T I O N . S H O P D R A W I N G S A N D C A L C U L A T I O N S S H A L L I N C L U D E D E T A I L S O F O P T I O N A L F I E L D S P L I C E S . 5 . B E A R I N G : A L L S T E E L J O I S T S / G I R D E R S O R B E A M S S H A L L B E A R A T A P A N E L P O I N T . J O I S T S O R B E A M S T O B E E Q U A L L Y S P A C E D B E T W E E N C O L U M N L I N E S U N L E S S N O T E D O T H E R W I S E . M A N U F A C T U R E R S H A L L D E S I G N J O I S T S H O E S W H E R E B E A R I N G L E N G T H I S L E S S T H A N 4 " A T L H S E R I E S J O I S T A N D L E S S T H A N 3 " A T K S E R I E S J O I S T . 6 . B R I D G I N G : M A N U F A C T U R E R S S H A L L P R O V I D E B R I D G I N G A S R E Q U I R E D , P E R S J I S P E C I F I C A T I O N S . D O N O T W E L D B O T T O M C H O R D T O J O I S T S U P P O R T U N T I L F U L L D E A D L O A D I S I N P L A C E . W H E R E C R O S S B R I D G I N G I N T E R F E R E S W I T H M E C H A N I C A L I N S T A L L A T I O N S , R E M O V E T H I S C R O S S B R I D G I N G A F T E R T O T A L D E A D L O A D I S A P P L I E D A N D R E P L A C E W I T H H O R I Z O N T A L A N G L E S L 2 x 2 x 3 1 6 A T T O P A N D B O T T O M C H O R D S . STEEL DECKING:1.PROTECT STEEL DECK FROM CORROSION, D E F O R M A T I O N , A N D O T H E R D A M A G E DURING DELIVERY, STORAGE AND HANDLING.IF GROUND STORAGE IS NEEDED, THE DECK B U N D L E S M U S T B E S T O R E D O F F T H E GROUND, WITH ONE END ELEVATED TO PROV I D E D R A I N A G E . B U N D L E S M U S T B E PROTECTED AGAINST CONDENSATION WITH A V E N T I L A T E D W A T E R P R O O F COVERING. BUNDLES MUST BE STACKED SO T H E R E I S N O D A N G E R O F T I P P I N G , SLIDING, ROLLING, SHIFTING OR MATERIAL D A M A G E . B U N D L E S M U S T B E PERIODICALLY CHECKED FOR TIGHTNESS, AN D R E T I G H T E N E D A S N E C E S S A R Y . DECK BUNDLES PLACED ON THE BUILDING FR A M E M U S T B E P L A C E D N E A R A M A I N SUPPORTING BEAM AT A COLUMN OR WALL. I N N O C A S E A R E T H E B U N D L E S T O B E PLACED ON UNBOLTED FRAMES OR ON UNAT T A C H E D A N D / O R U N B R I D G E D J O I S T S . THE STRUCTURAL FRAME MUST BE PROPERL Y B R A C E D T O R E C E I V E T H E B U N D L E S . 2.EXAMINE SUPPORT FRAMING AND FIELD CON D I T I O N S F O R C O M P L I A N C E W I T H REQUIREMENTS FOR INSTALLATION TOLERA N C E S A N D O T H E R C O N D I T I O N S AFFECTING PERFORMANCE OF WORK OF THI S S E C T I O N . A L L O S H A R U L E S F O R ERECTION MUST BE FOLLOWED.PLACE DECK IN ACCORDANCE WITH APPROV E D I N S T A L L A T I O N D R A W I N G S . LOCATE DECK BUNDLES TO PREVENT OVERL O A D I N G O F S U P P O R T M E M B E R S . INSTALL DECK PANELS AND ACCESSORIES A C C O R D I N G T O A N S I / S D I R D - 2 0 1 0 A N D I N ACCORDANCE WITH APPROVED INSTALLATIO N D R A W I N G S A N D R E Q U I R E M E N T S O F THIS SECTION.PLACE DECK PANELS ON STRUCTURAL SUPP O R T S A N D A D J U S T T O F I N A L P O S I T I O N WITH ENDS ALIGNED. ATTACH FIRMLY TO TH E S U P P O R T S I N N E D I A T E L Y A F T E R PLACEMENT IN ORDER TO FORM A SAFE WOR K I N G P L A T F O R M . CUT AND NEATLY FIT DECK UNITS AND ACCE S S O R I E S A R O U N D O P E N I N G S A N D OTHER WORK PROJECTING THROUGH OR AD J A C E N T T O T H E D E C K I N G . TRADES THAT SUBSEQUENTLY CUT UNSCHE D U L E D O P E N I N G S T H R O U G H T H E D E C K ARE RESPONSIBLE FOR REINFORCING THE O P E N I N G S . BEFORE PLACEMENT OF ROOF INSULATION A N D R O O F C O V E R I N G , T H E D E C K S H A L L BE INSPECTED FOR TEARS, DENTS OR OTHE R D A M A G E T H A T M A Y P R E V E N T T H E DECK FROM ACTING AS A STRUCTURAL ROOF B A S E . T H E N E E D F O R R E P A I R O F DAMAGED DECK SHALL BE DETERMINED BY T H E E N G I N E E R O F R E C O R D B A S E D O N STRUCTURAL PERFORMANCE, UNLESS AEST H E T I C S H A V E B E E N S P E C I F I C A L L Y ADDRESSED IN THE CONTRACT DOCUMENTS.DO NOT USE DECK UNITS AS A WORKING PLA T F O R M O R S T O R A G E A R E A U N T I L U N I T S ARE IN POSITION AND PERMANENTLY ATTAC H E D T O T H E S T R U C T U R E . CONSTRUCTION LOADS MUST NOT EXCEED L O A D C A R R Y I N G C A P A C I T Y O F T H E DECK. S H E E T I N D E X S H E E T D E S C R I P T I O N D E T A I L S S 1 . 0 G E N E R A L S T R U C T U R A L N O T E S - - - S 1 . 1 S P E C I A L I N S P E C T I O N S - - - S 1 . 2 T Y P I C A L D E T A I L S T - S E R I E S S 1 . 3 T Y P I C A L D E T A I L S T - S E R I E S S 1 . 4 T Y P I C A L D E T A I L S T - S E R I E S S 2 . 0 F O U N D A T I O N P L A N - - - S 2 . 1 F L O O R & L O W R O O F F R A M I N G P L A N S - - - S 2 . 2 R O O F F R A M I N G P L A N - - - S 3 . 0 F O U N D A T I O N D E T A I L S 1 0 0 - S E R I E S S 3 . 1 F O U N D A T I O N D E T A I L S 1 0 0 - S E R I E S S 4 . 0 F R A M I N G D E T A I L S 2 0 0 - S E R I E S S 4 . 1 F R A M I N G D E T A I L S 2 0 0 - S E R I E S C A S T I N P L A C E C E N T E R L I N E C E N T E R L I N E O F B E A M C E N T E R L I N E O F C O L U M N C E N T E R L I N E O F W A L L C L E A R C O N C R E T E C O N C R E T E C O N T R O L J O I N T C O N C R E T E S A W C U T J O I N T C O N C R E T E M A S O N R Y U N I T C O N N E C T I O N C O N T I N U O U S D E A D L O A D D O W N D R A W I N G ( S ) E Q U A L E Q U I P M E N T E X P A N S I O N J O I N T E A C H W A Y F I N I S H E D F L O O R F A C E O F S T E E L F A C E O F W A L L G A U G E G A L V A N I Z E D G E N E R A L S T R U C T U R A L N O T E S C E N T E R L I N E O F F O O T I N G F A C E O F M E M B E R E X P A N S I O N B O L T E D G E O F S L A B D I A M E T E R G A L V G S N D N . D W G ( S ) E Q E Q U I P E X P . J T ( E . J . ) E . W . F . F . F . O . S . F . O . W . G A F . O . M . E X P . B O L T E . O . S . Ø O R D I A . C . I . P . C L C . L . B . C . L . C . C . L . W . C L R C O N C C . C . J . C . S . J . C . M . U . C O N N . C O N T D L C . L . F . W / W I T H W / O W I T H O U T T . O . P . U . N . O . W . W . F . T Y P V E R T T . O . S . T . O . W . T . O . D . T . O . F . T . O . L . T . O . M . S T D T . O . B . T L S L H S L V S I M S Q P S F P S I R E I N F P R E F A B O P P P . C . P L F N . T . S . O . C . O . F . W . T O P O F F O O T I N G U N L E S S N O T E D O T H E R W I S E W E L D E D W I R E F A B R I C T O P O F M A S O N R Y T O P O F P L A T E T O P O F S T E E L T O P O F W A L L T Y P I C A L V E R T I C A L S T A N D A R D T O P O F B E A M T O P O F D E C K T O P O F L E D G E R T O T A L L O A D O U T S I D E F A C E O F W A L L P R E C A S T C O N C R E T E P O U N D S P E R L I N E A R F O O T P O U N D S P E R S Q U A R E I N C H S H O R T L E G V E R T I C A L S H O R T L E G H O R I Z O N T A L R E I N F O R C I N G S I M I L A R S Q U A R E N O T T O S C A L E O N C E N T E R O P P O S I T E P R E F A B R I C A T E D A G G R E G A T E B A S E C O U R S E A I R C O N D I T I O N E R A B O V E F I N I S H E D F L O O R A L T E R N A T E A N C H O R B O L T A T ( M E A S U R E M E N T ) B E A M B O T T O M O F B E A M B O T T O M O F D E C K B E A R I N G B E L O W F I N I S H E D F L O O R B O T T O M O F F O O T I N G A . B . C . A / C A . F . F . A L T A . B . @ B M B . O . B . B . O . D . B R G B . F . F B . O . F . A B B R E V I A T I O N S L B S ( # ) M F R ( ' S ) M . C . J . M E C H N / A L L V L L H H O R I Z K ( K I P ) L L L O N G L E G V E R T I C A L M A N U F A C T U R E R ( ' S ) M A S O N R Y C O N T R O L J O I N T N O T A P P L I C A B L E L O N G L E G H O R I Z O N T A L P O U N D S M E C H A N I C A L H O R I Z O N T A L 1 0 0 0 P O U N D S L I V E L O A D E X I S T I N G ( E ) M I N M I N I M U M M A X M A X I M U M P O U N D S P E R S Q U A R E F O O T G L U E D - L A M I N A T E D B E A M G L B P F T P R E F A B F L O O R T R U S S E S P R T P R E F A B R O O F T R U S S E S I . F . W . I N S I D E F A C E O F W A L L P T P R E S S U R E T R E A T E D C O N C R E T E C O L U M N C . C . S T E E L J O I S T S A N D J O I S T G I R D E R S C O N T : 1 0 . M I S C E L L A N E O U S L I N T E L S : F O R M I S C E L L A N E O U S O P E N I N G S ( 4 ' - 8 " O R L E S S ) N O T S H O W N O N P L A N S O R I N A S C H E D U L E , B U T R E Q U I R E D B Y O T H E R D I S C I P L I N E S ( M E C H A N I C A L , E L E C T R I C A L , P L U M B I N G , E T C . ) T H E F O L L O W I N G O P T I O N S M A Y B E U S E D I N 8 " M A S O N R Y W A L L S . O P T I O N # 1 : G R O U T E D R E I N F O R C E D M A S O N R Y L I N T E L : R E I N F O R C E W I T H ( 2 ) # 4 H O R I Z O N T A L B A R S I N B O T T O M O F B O N D B E A M O R L I N T E L B L O C K A N D S H A L L B E G R O U T E D S O L I D T O A M I N I M U M D E P T H O F 1 2 I N C H E S . A L L L I N T E L R E I N F O R C I N G A N D G R O U T S H A L L E X T E N D 1 6 I N C H E S P A S T J A M B S . O P T I O N # 2 : D O U B L E A N G L E L I N T E L S : U S E ( 2 ) L 3 1 2 X 3 1 2 X 1 4 B A C K - T O - B A C K . P R O V I D E 1 2 " M I N I M U M O F G R O U T O V E R L I N T E L S . B E A R I N G F O R S T E E L A N G L E L I N T E L S S H A L L B E 4 " ( ± ) 1 " A T E A C H J A M B . O P T I O N # 3 : P O W E R S S T E E L L I N T E L : P S 8 - 8 . G R O U T L I N T E L 8 " D E E P . B E A R I N G F O R P O W E R S S T E E L L I N T E L S S H A L L B E 4 " ( ± ) 1 " A T E A C H J A M B . T H E S E L I N T E L S , O R T H E O P E N I N G T H E Y S P A N , S H A L L N O T B E P L A C E D S O A S T O I N T E R F E R E W I T H T H E R E Q U I R E M E N T S O F O T H E R S T R U C T U R A L E L E M E N T S ( I . E . B O N D B E A M S , L I N T E L S , C O N T R O L J O I N T S , C O N C E N T R A T E D P O I N T S O F B E A R I N G , E T C . ) W I T H O U T T H E P R I O R A P P R O V A L O F T H E S T R U C T U R A L E N G I N E E R . S O L I D G R O U T S H A L L B E P R O V I D E D B E T W E E N W E B S A N D M A S O N R Y F A C E S H E L L S F O R F U L L L E N G T H O F A L L S T E E L L I N T E L S . M O R T A R M A Y B E U S E D F O R G R O U T F O R T H I S P U R P O S E O N L Y . F A C E U N I T S , S O A P S , R O M A N S , E T C . , S H A L L B E L A I D W I T H F U L L H E A D A N D B E D J O I N T S . F O R A D D I T I O N A L I N F O R M A T I O N A T O P E N I N G S I N M A S O N R Y W A L L S , S E E T Y P I C A L D E T A I L S . PERMIT SET 6-3-2019Design Category C S S S S S S S S S S S S S M M P T E P REXBURG, MADISON SCHOOL DISTRICT #321 LINCOLN ELEMENTARY GYM ADDITION IDAHO 7 3 9 J A N . ' 1 9 E 2 . 0 ELECTRICAL LIGHTING PLANS SCALE:MAIN LEVEL PLAN - LIGHTING1/8" = 1' - 0" S C A L E : L O W E R L E V E L P L A N - L I G H T I N G 1 / 8 " = 1 ' - 0 " S C A L E : M E Z Z L E V E L P L A N - L I G H T I N G 1 / 8 " = 1 ' - 0 " S P E C I A L N O T E : PERMIT SET 6-3-2019 F 4 E x i t s i g n