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Home My WebLink AboutS-101 - INDEX AND STRUCTURAL NOTESDRAWING LIST SHEET DESCRIPTION SET DATE S-101 INDEX AND STRUCTURAL NOTES ISSUED FOR PERMIT 2019.03.04 S-102 STRUCTURAL NOTES(CONT.) ISSUED FOR PERMIT 2019.03.04 S-103 SCHEDULES ISSUED FOR PERMIT 2019.03.04 S-104 SCHEDULES (CONT.) ISSUED FOR PERMIT 2019.03.04 S-105 SCHEDULES (CONT.) ISSUED FOR PERMIT 2019.03.04 S-201.1 FOUNDATION PLAN ISSUED FOR PERMIT 2019.03.04 S-201.2 1ST FLOOR WALL AND COLUMN PLAN ISSUED FOR PERMIT 2019.03.04 S-202.1 2ND FLOOR STEEL FRAMING PLAN ISSUED FOR PERMIT 2019.03.04 S-202.2 2ND FLOOR FRAMING PLAN ISSUED FOR PERMIT 2019.03.04 S-202.2A PRECAST PLANK LOADING PLAN ISSUED FOR PERMIT 2019.03.04 S-202.3 2ND FLOOR WALL AND COLUMN PLAN ISSUED FOR PERMIT 2019.03.04 S-203.1 3RD FLOOR FRAMING PLAN ISSUED FOR PERMIT 2019.03.04 S-203.2 3RD FLOOR WALL AND COLUMN PLAN ISSUED FOR PERMIT 2019.03.04 S-204.1 4TH FLOOR FRAMING PLAN ISSUED FOR PERMIT 2019.03.04 S-204.2 4TH FLOOR WALL AND COLUMN PLAN ISSUED FOR PERMIT 2019.03.04 S-205.1 5TH FLOOR FRAMING PLAN ISSUED FOR PERMIT 2019.03.04 S-205.2 5TH FLOOR WALL AND COLUMN PLAN ISSUED FOR PERMIT 2019.03.04 S-206.1 ROOF FRAM ING PLAN ISSUED FOR PERMIT 2019.03.04 S-206.2 ROOF PARAPET PLAN ISSUED FOR PERMIT 2019.03.04 S-207 ROOF COMPONENT & CLADDING ISSUED FOR PERMIT 2019.03.04 S-301 WINDOW& DOOR WIND PRESSURE ISSUED FOR PERMIT 2019.03.04 S-302 WINDOW& DOOR WIND PRESSURE ISSUED FOR PERMIT 2019.03.04 S401 BUILDING SECTION ISSUED FOR PERMIT 2019.03.04 S402 BUILDING SECTION ISSUED FOR PERMIT 2019.03.04 S-501 WALL SECTION ISSUED FOR PERMIT 2019.03.04 S-502 CANOPY AND TRELLIS DETAIL ISSUED FOR PERMIT 2019.03.04 S-601 TYPICAL DETAILS ISSUED FOR PERMIT 2019.03.04 SE03 TYPICAL DETAILS ISSUED FOR PERMIT 2019.03.04 S-604 TYPICAL DETAILS ISSUED FOR PERMIT 2019.03.04 5805 TYPICAL DETAILS ISSUED FOR PERMIT 2019.03.04 LEGEND + CONCRETE STEM WALL ICF STEM WALL WOOD SHEAR WALL WOOD BEAR WALL CMU WALL ICF WALL PARAPETWALL 0 WALL OPENING BELOW DETAIL NUMBER S# S SHEET ON WHICH DETAIL IS SHOWN SHEET ON WHICH DETAIL IS CALLED OUT SECTION LETTER S# SHEET WHICH SECTIONN ISIS SHOWN �# COLUMN AT OR ABOVE FLOOR LEVEL ® FOOTING TYPE ARCH AFF. ALUM A.O.R BM. BOTT. BP. BRG. BILK BFE. BW. CLR. C&C. CONIC COL. CONN CMU. CJ. CL. CONT. D IA. DWG. DEC. DIM. D.L. ELEV. EA. EMBED PL ELEC. EQ. EXP. EXT. EJ. E.O.R. FTG. FLR. FIN. GA. GALV. GT. HORIZ. HWS. CONCRETE BEAM r a . CMU COLUMN CONCRETE COLUMN 0 STEEL COLUMN FLOOROPENING Ao REVISION NUMBER MOMENT CONNECTION `�� PINNED (NON -MOMENT CONNECTION REVISION NUMBER OCOLUMN THROUGH FLOOR LEVEL # 1 COLUMN BELOW FLOOR LEVEL ABBREVIATIONS ARCHITECTURAL ABOVE FINISHED FLOOR ALUMINUM ARCHITECT OF RECORD BEAM BOTTOM BASE PLATE BEARING BLOCK BASE FLOOR ELEVATION BEAR WALL CLEAR COMPONENTS AND CLADDING CONCRETE COLUMN CONNECTION CONCRETE MASONRY UNIT CONTROL JOINT CENTER LINE CONTINUOUS DIAMETER DRAWING DEGREES DIMENSION DEAD LOAD ELEVATION EACH EMBED PLATE ELECTRICAL EQUAL EXPANSION EXTERIOR EXPANSION JOINT ENGINEER OF RECORD FOOTING FLOOR FINISH GAUGE GALVANIZED GIRDER TRUSS HORIZONTAL HEADED WELDING STUD RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Camel x DATE: 07/22/19 FINISH FLOOR LEVEL STRUCTURAL LEVEL IN. INCH LONG. LONGITUDINAL L.L. LIVE LOAD MIN. MINIMUM MAX. MAXIMUM MONO. MONOLITHIC MTL. METAL Ml MANUFACTURER NO. NUMBER N.T.S. NOT TO SCALE NOM. NOMINAL O.C. ON CENTER OH OVERHEAD PL. PLATE RCC. REINFORCED CEMENT CONCRETE REINF. REINFORCING REQ. REQUIRED REF. REFERENCE REV. REVISED (REVISION) S.O.G. SLAB -ON -GRADE SEOR. STRUCTURAL ENGINEER OF RECORD STD. STANDARD SIM. SIMILAR SEC. SECTION SPEC. SPECIFICATIONS STRUCT. STRUCTURAL STL. STEEL SW, SHEAR WALL T.O. TOP OF TYP. TYPICAL TRANS. TRANSVERSE THK. THICKNESS T/SLAB. TOP OF SLAB RMIKO�lP14111 911011A10A :ie 17q:7�7q:71[NA� W/ WITH W.W.F. WELDED WIRE FABRIC WB. WOOD BEAM W.L. WIND LOAD 1 MIL. 1/1000 INCH STRUCTURAL NOTES AND SPECIFICATIONS MEAN ROOF HEIGHT 55'-111/2" NUMBER OF STORIES (PARTIAL UNDERGROUND) 5(0) FOUNDATION TYPE TRENCH FOOTING (STEM WALL) FLOOR SYSTEM (2ND FLOOR) HOLLOW CORE PLANK (3RD TO 5TH FLOOR) 24" DEEP OPEN WEB TRUSS ROOF SYSTEM (ROOF) 30" DEEP OPEN WEB TRUSS DESIGN LOADS DEAD LOAD THE FOLLOWING SUPERIMPOSED DEAD LOADS (SELFWEIGHT INCLUDED) ROOF (OVER GUEST ROOM) 22 PSF. ROOF (OVER CORRIDOR AND COMMON AREA) 23 PSF. ROOM (TYPICAL FLOOR) 27 PSF. ROOM (2ND FLOOR) 106 PSF. CORRIDOR AND COMMON AREA (TYPICAL FLOOR) 28 PSF. STAIR 90 PSF. LIVE LOAD THE FOLLOWING LIVE LOADS HAVE BEEN UTILIZED FLOOR i) ROOM 40 PSF. it) CORRIDORS SERVING PUBLIC ROOM 100 PSF. in) LAUNDRY 100 PSF. IV) STORAGE 125 PSF. Y) MECHANICAL 125 PSF. VI) ELECTRICAL 125 PSF. ROOF 20 PSF. STAIR 100 PSF. CORRIDORS 40 PSF. ELEVATOR MACHINE ROOM 150 PSF. ELEVATOR LOBBY 100 PSF. HOUSE KEEPING 100 PSF. ICE ROOM 150 PSF. P11111l1a[•E? THE FOLLOWING WIND LOAD DESIGN PARAMETERS HAVE BEEN UTILIZED: ALL STRUCTURAL ELEMENTS, EXPOSED TO WIND, HAVE BEEN DESIGNED PER THE GUIDELINES OF THE ASCE 7-10 BUILDING CODE WITH THE FOLLOWING DESIGN VALUES: WIND SPEED 115MPH EXPOSURE C RISK CATEGORY (ASCE 7-10) II Kid 0.85 FOR MWFRS Kid 0.85 FOR C&C INTERNAL PRESSURE COEFFICIENTS(ENCLOSED) f0.18 ZONE 5 ZONE M aE& ON`Oa - ZONE 5 W IDTH OF PRESSURE COEFFICIENT ZONE, a: 7'-4" VERTICAL PRESSURE FOR ZONE 4&5 FOR MINIMAL AREA 10SF = 69.67 PSF FLAT ROOF SEISMIC LOAD THE FOLLOWING SEISMIC LOAD DESIGN PARAMETERS HAVE BEEN UTILIZED: OCCUPANCY CATEGORY II SPECTRAL RESPONSE ACCELERATION AT PERIOD OF SHORT PERIODS(Ss) 0.147g SPECTRAL RESPONSE ACCELERATION AT PERIOD OF I-SEC(Si) 0.082g SPECTRAL RESPONSE COEFFICIENT (Sds) 0.118g SPECTRAL RESPONSE COEFFICIENT (Sol) 0.092g SITE CLASS C SEISMIC DESIGN CATEGORY B SEISMIC IMPORTANCE FACTOR(le) 1.0 BASIC SEISMIC -FORCE -RESISTING SYSTEM LIGHT FRAMED WALLS SHEATED WITH WOOD STRUCTURAL PANELS ABOVE WITH ORDINARY REINF. CON. SHEAR WALLS AT GROUND FLOOR DESIGN BASE SHEAR 309 KIPS ANALYSIS PROCEDURE EQUIVALENT LATERAL LATERAL PROCEDURE RESPONSE MODIFICATION COEFFICIENT 2 LONG PERIOD TRANSITION PERIOD 12 SEC SNOW LOAD THE FOLLOWING SNOW LOADS HAVE BEEN UTILIZED: GROUND SNOW LOAD (Pg) 20 PSF. FLAT ROOF SNOW LOADS(Pi 12.6 PSF. SNOW EXPOSURE FACTOR (08) 0.9 SNOW IMPORTANCE FACTOR (Is) 1.0 THERMAL FACTOR(CI) 1.0 GOVERNING CODES 2014 INDIANA BUILDING CODE (IBC2012) ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ACI 318 -11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY ACI 530 -11 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AISC 360 - 10 EDITION _RFD - MANUAL OF STEEL CONSTRUCTION LOAD & RESISTANCE FACTOR DESIGN NDS 2012 NATION DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ALLOWABLE STRESS DESIGN STEEL DECK INSTITUTE DIAPHRAGM DESIGN MANUAL SECOND EDITION AISI-2007 NORTH AMERICAN SPECIFICATION FOR THE DESIGN COLD -FORMED STEEL STRUCTURAL MEMBERS GENERAL NOTES TO THE BEST OF OUR KNOWLEDGE, THE STRUCTURAL DRAWINGS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF THE GOVERNING STATE AND LOCAL BUILDING CODES. CONSTRUCTION IS TO COMPLY WITH THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ALL OTHER APPLICABLE FEDERAL, STATE AND LOCAL CODES, STANDARDS, ORDINANCES REGULATIONS AND LAWS. ALL INFORMATION CONTAINED IN THE DIGITAL FILES OR COPIES OF THE STRUCTURAL DRAWINGS ARE INSTRUMENTS OF SERVICE OF THE ARCHITECT/ENGINEER AND SHALL NOT BE USED FOR OTHER PROJECTS, ADDITIONS TO THE PROJECT OR THE COMPLETION OF THIS PROJECT BY OTHERS WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE SEOR. DIG ITAL FILES AND COPIES OF THE STRUCTURAL DRAWINGS REMAIN THE PROPERTY OF THE SEOR AND IN NO CASE SHALL THEIR TRANSFER BE CONSIDERED A SALE. DIGITAL FILES OR COPIES OF THE STRUCTURAL DRAWINGS ARE NOT CONTRACT DOCUMENTS. WITH ARCHITECTURAL DRAWINGS BEFORE COMMENCING CONSTRUCTION. TO VERIFY DIMENSIONS, LOCATIONS OF DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, BOLT SETTINGS SLEEVES ETC. STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. DIMENSIONS IN THE DIGITAL FILES MAY NOT BE ALTERED FOR PRESENTATION PURPOSES. IN THE EVENT OF A CONFLICT, NOTIFY THE SEOR. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. VERIFY ALL DIMENSIONS, ELEVATIONS, SIZE AND LOCATION OF WALL OPENINGS, COLUMNS AND SLAB FINISHES ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL, ELECTRICAL OR PLUMBING EQUIPMENT SHALL BE VERIFIED WITH EQUIPMENT PURCHASED BEFORE PROCEEDING WITH STRUCTURAL WORK AFFECTED. PENETRATIONS OF ANY STRUCTURAL MEMBER NOT SHOWN ON THE STRUCTURAL DRAWINGS WILL NOT BE ALLOWED W ITHOUT W RITTEN APPROVAL FROM THE STRUCTURAL ENGINEER OF RECORD. CONTRACTOR SHALL SUBMIT TO THE STRUCTURAL ENGINEER FOR APPROVAL A DRAWING DETAILING THE OPENING LOCATIONS AND SIZE PRIOR TO CONSTRUCTION. CHANGES TO THE SIZE OR LOCATION OF STRUCTURAL MEMBERS WITHOUT WRITTEN INSTRUCTIONS FROM THE STRUCTURAL ENGINEER OF RECORD IS PROHIBITED. SEE PROJECT SPECIFICATIONS (WHEN APPLICABLE) FOR TESTING. CONTRACTOR RESPONSIBILITIES CONTRACTOR SHALL OBTAIN LATEST SET OF DRAWINGS INCLUDING ANY REVISIONS BEFORE STARTING CONSTRUCTION. IT IS ASSUMED THATTHE CONTRACTOR HAS READ AND UNDERSTANDS THE NOTES AND DESIGN INTENT CONTAINED HEREIN. THE CONTRACTOR SHALL REVIEW DRAWINGS IN THEIR ENTIRETY BEFORE STARTING WORK. THE CONTRACTOR SHALLACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS NOT REPORTED IMMEDIATELY IN WRITING TO THIS ENGINEER. CONTRACTORS WHO DISCOVER DISCREPANCIES, OMISSIONS OR VARIATIONS IN THE CONTRACT DOCUMENTS DURING BIDDING SHALL IMMEDIATELY NOTIFY THE SEOR. THE SEOR WILL RESOLVE THE CONDITION AND ISSUE A WRITTEN CLARIFICATION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER IN WRITING PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE FRANCHISE BRAND STANDARDS DESIGN DOCUMENT SHALL BE CONSIDER AS AN INTEGRAL PART OF THE CONSTRUCTION DOCUMENTS CONTRACTORS SHALL ENSURE THEY OBTAIN, READ AND FAMILIARIZE THEMSELVES WITH THE BRAND STANDARD DOCUMENT BEFORE BIDDING AND ALSO THROUGHOUT THE CONSTRUCTION STAGES. IF THERE ARE ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND THE FRANCHISE BRAND STANDARDS. THE CONTRACTOR SHALL ISSUE AN RFI TO THE AOR AND EOR. THE GENERAL CONTRACTOR SHALL COORDINATE ALL CONTRACT DOCUMENTS WITH FIELD CONDITIONS/DIMENSIONS AND PROJECT SHOP DRAWINGS PRIOR TO CONSTRUCTION. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS AND JOBSITE SAFETY INCLUDING ALL OSHA REQUIREMENTS. THE CONTRACTOR SHALL PROTECTADJACENT PROPERTY, HIS OWN WORK AND THE PUBLIC FROM HARM. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEDOW NS. WHEREVER THE CONTRACTOR IS UNSURE OF THESE REQUIREMENTS, THE CONTRACTOR SHALL RETAIN A QUALIFIED STATE LICENSED PROFESSIONAL ENGINEER TO DESIGN AND INSPECT THE TEMPORARY BRACING AND STABILITY OF THE STRUCTURE. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. PRIOR TO COMPLETION, THE RESPONSIBILITY FOR STABILITY AND TEMPORARY BRACING IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS (INCLUDING SLAB -ON -GRADE THICKNESS) TO HANDLE CONSTRUCTION LOADS. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION AND SHORING PROCEDURES AND PROTECTION OF ADJACENT PROPERTY, STREETS AND UTILITIES IN ACCORDANCE WITH LOCAL BUILDING DEPARTMENT. WHEN PERFORMING WORK BELOW GRADE, CARE SHALL BE TAKEN TO AVOID DAMAGING ANY EXISTING UTILITIES. ALL UNKNOWN UTILITIES DISCOVERED DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. ANY DAMAGE TO THE EXISTING UTILITIES SHALL BE IMMEDIATELY REPORTED TO ALL AFFECTED PARTIES INCLUDING THE ARCHITECT. SHOP DRAWINGS AND OTHER SUBMITTALS CONSULT WITH THE DESIGN PROFESSIONAL CONTRACT FOR SUBMITTALS TO BE REVIEWED. ITEMS NOT SPECIFICALLY INCLUDED IN SAID CONTRACT W ILL NOT BE REVIEWED. THE STRUCTURAL FRAMING SHOWN IS SCHEMATIC IN NATURE. THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL SUPERSTRUCTURE LAYOUT. THE CONTRACTOR SHALL PROVIDE SIGNED AND SEALED SHOP DRAWINGS AND CALCULATIONS (PREPARED BY A QUALIFIED STATE LICENSED PROFESSIONAL ENGINEER) FOR APPROVAL PRIOR TO RELEASE FOR FABRICATION. THE REVIEW OF SHOP DRAWINGS IS REQUIRED AS THE ENGINEER CHECKS BEAM, WALL, COLUMN AND FOOTING CAPACITIES AGAINST KNOWN LOADING. FAILURE TO PROVIDE SHOP DRAWINGS PRIOR TO FABRICATION OR CONSTRUCTION OF SUPPORTING ELEMENTS MAY RESULT IN ADDITIONAL ENGINEERING COSTS DURING CONSTRUCTION. THE CONTRACTOR SHALL SUPPLY THE ENGINEER WITH DIGITAL COPIES OF THE COMPLETE SHOP DRAWING AND CALCULATION SUBMITTAL WITH THE UNDERSTANDING THAT UP TO (5) BUSINESS DAYS ARE NECESSARY FOR THE REVIEW PERIOD. SUBMIT SPECIFIC COMPONENTS, SUCH AS COLUMNS, FOOTINGS ETC, IN A SINGLE PACKAGE. SUBMIT SIMILAR FLOORS TOGETHER. ON THE FIRST SUBMITTAL, CLEARLY FLAG AND CLOUD ALL DIFFERENCES FROM THE CONTRACT DOCUMENTS ON RESUBMIT, FLAG AND CLOUD ALL CHANGES AND ADDITIONS TO PREVIOUS SUBMITTAL; ONLY CLOUDED ITEMS WILL BE REVIEWED. SUBMITTALS FOR SPECIAL STRUCTURAL LOAD -CARRYING ITEMS THATARE REQUIRED BY CODES OR STANDARDS TO RESIST FORCES MUST BE PREPARED BY, OR UNDER THE DIRECT SUPERVISION OF A DELEGATED QUALIFIED STATE LICENSED PROFESSIONAL ENGINEER. EXAMPLES INCLUDE PRE- ENGINEERED ROOF AND FLOOR TRUSSES, PRECAST CONCRETE, OPEN WEB STEEL JOISTS, EXTERIOR ENCLOSURE SYSTEMS AND SHORING AND RESHORING. A DELEGATED ENGINEER IS DEFINED AS A QUALIFIED STATE LICENSED PROFESSIONAL ENGINEER WHO SPECIALIZES IN AND UNDERTAKES THE DESIGN OF STRUCTURAL COMPONENTS OR STRUCTURAL SYSTEMS INCLUDED IN A SPECIFIC SUBMITTAL PREPARED FOR THIS PROJECT AND IS AN EMPLOYEE OR OFFICER OF OR CONSULTANT TO. THE CONTRACTOR OR FABRICATOR RESPONSIBLE FOR THE SUBMITTAL. THE DELEGATED ENGINEER SHALL SIGN, SEAL AND DATE THE SUBMITTAL, INCLUDING CALCULATIONS AND DRAWINGS. THE TRADE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS AT THE JOB SITES, FOR TOLERANCES, CLEARANCES, QUANTITIES, FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION, COORDINATION OF THE WORK WITH OTHER TRADES AND FULL COMPLIANCE WITH THE CONTRACT DOCUMENTS. THE GENERAL CONTRACTOR/CONSTRUCTION MANAGER SHALL REVIEW AND APPROVE SUBMITTALS AND SHALL SIGN AND DATE EACH DRAWING PRIOR TO SUBMITTING TO THE SEOR. THIS APPROVAL IS TO CONFIRM THAT THE SUBMITTAL IS COMPLETE, COMPLIES WITH THE SUBMITTAL REQUIREMENTS AND IS COORDINATED WITH FIELD DIMENSIONS, OTHER TRADES, ERECTION SEQUENCING AND CONTRACTIBILITY. THE STRUCTURAL ENGINEER REVIEWS SUBMITTALS TO CONFIRM THAT THE SUBMITTAL IS IN GENERAL CONFORMANCE WITH THE DESIGN CONCEPT PRESENTED IN THE CONTRACT DOCUMENTS. QUANTITIES AND DIMENSIONS ARE NOT CHECKED. NOTATIONS ON SUBMITTALS DO NOT AUTHORIZE CHANGES TO THE CONTRACT SUM. CHECKING OF THE SUBMITTAL BY THE STRUCTURAL ENGINEER SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR DEVIATIONS FROM THE CONTRACT DOCUMENTS AND FROM ERRORS OR OMISSIONS IN THE SUBMITTAL. IN ADDITION TO THE ABOVE, THE STRUCTURAL ENGINEER'S REVIEW OF THE DELEGATED ENGINEER SUBMITTALS IS LIMITED TO VERIFYING THAT THE SPECIFIED STRUCTURAL SUBMITTAL HAS BEEN FURNISHED, SIGNED AND SEALED BY THE DELEGATED ENGINEER AND THAT THE DELEGATED ENGINEER HAS UNDERSTOOD THE DESIGN INTENT AND USED THE SPECIFIED STRUCTURAL CRITERIA AND SOUND ENGINEERING JUDGEMENT IN PREPARATION OF THE SUBMITTAL. NO DETAILED CHECK OF CALCULATIONS WILL BE MADE. THE DELEGATED ENGINEER IS SOLELY RESPONSIBLE FOR HIS/HER DESIGN, INCLUDING BUT NOT LIMITED TO THE ACCURACY OF HIS/HER CALCULATIONS AND COMPLIANCE WITH THE APPLICABLE CODES AND STANDARDS. THE USE OF DIGITAL FILES OR COPIES OF THE STRUCTURAL DRAWINGS SHALL NOT IN ANY WAY RELIEVE THE CONTRACTOR'S RESPONSIBILITY FOR PROPER CHECKING AND COORDINATION OF DIMENSIONS, DETAILS, SIZES AND QUANTITIES OF MATERIALS AS REQUIRED FOR THE PREPARATION OF COMPLETE AND ACCURATE SHOP DRAWINGS. THE CONTRACTOR SHALL REVISE REFERENCES TO CONTRACT DOCUMENT SHEET NUMBERS AND SECTION MARKS AND SHALL REMOVE INFORMATION THAT IS NOT REQUIRED FOR THEIR WORK FROM THE DIGITAL FILES OR COPIES OF THE STRUCTURAL DRAWINGS, INCLUDING THE TITLE BLOCK. EXCAVATION AND BACKFILL THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT AND OSHA REGULATIONS. DO NOT EXCAVATE WITHIN ONE FOOT OF THE ANGLE OF REPOSE OF ANY SOIL BEARING FOUNDATION UNLESS THE FOUNDATION IS PROPERLY PROTECTED AGAINST SETTLEMENT. DO NOT BACKFILL AGAINSTANY FOUNDATION WALL UNTIL 7 DAYS AFTER THE WALLS ARE BRACED BY THE STRUCTURE OR ARE TEMPORARILY BRACED. DO NOT BACKFILL CANTILEVERED RETAINING WALLS UNTIL CONCRETE REACHES 75% OF THE SPECIFIED 28 DAY STRENGTH. DO NOT BACKFILL UNTIL COMPLETION OF INSTALLATION AND INSPECTION OF ANY WATERPROOFING. VAPOR BARRIER WATERPROOF MEMBRANES (OVERLAPPED 6" AT JOINTS) WITH A PERMEANCE OF LESS THAN 0.3 PERMS IN ACCORDANCE WITH ASTM E-96 SHALL BE PROVIDED UNDER INTERIOR SLABS. NO FREE WATER STANDING ON EITHER THE SUBGRADE OR ANY MUDDY OR SOFT SPOT IS ALLOWED. ANY STRUCTURAL MEMBER PENETRATING SLAB ON GRADE IS TO BE ISOLATED WITH 1/2" THICK PRE - MOLDED JOINT FILLER COMPLYING WITH ASTM D-1752, TYPE 1. FOR INTERIOR SLABS PLACE 6 MIL POLYETHYLENE SHEATHING BETWEEN SOIL AND BOTTOM OF SLAB. SHEETING IS NOT REQUIRED BELOW EXTERIOR CONCRETE SLABS. SLABS ON GRADE REFER TO GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION MORE THAN 12" BELOW THE BOTTOM OF THE SLAB. ABOVE SUBGRADE, USE FILL CONTAINING NOT MORE THAN 10 % PASSING 200 SIEVE AND MAXIMUM 1 INCH DIAMETER. FILL SHALL BE COMPACTED TO 95 % OF MAXIMUM DRY DENSITY AS DETERMINED BY MODIFIED PROCTOR ASTM D-1557. EACH LAYER OF FILL SHALL NOT EXCEED 6" LOOSE THICKNESS. COMPACT PRIOR TO PLACEMENT OF THE NEXT LAYER. FILL PLACEMENTAND COMPACTION SHALL BE MONITORED AND ACCEPTED BY THE TESTING AGENCY. TAKE A MINIMUM OF ONE FIELD DENSITY TEST (ASTM D-1556 OR D-2922) FOR EACH 2,500 SQUARE FEET OF EACH LAYER. THE TESTING AGENCY SHALL RANDOMLY SELECT TEST LOCATIONS. USE 4" THICK SLABS ON GRADE REINFORCED WITH 6 X 6 / 10 X 10 WELDED WIRE REINFORCEMENT SUPPLIED IN FLAT SHEETS ONLY. USE CHAIRS TO SUPPORT WIRE FABRIC IN THE CENTER OF SLAB. PLACE CONCRETE IN LONG -STRIP CONSTRUCTION METHOD. PROVIDE CRACK CONTROL JOINTS AT 10 FEET MAXIMUM TO LIMITAREAS BETWEEN JOINTS TO 100 SQ. FT. IN ALL FLOATING SLABS ON GRADE. LOCATE TO CONFORM TO BAY SPACING WHENEVER POSSIBLE, ADD CRACK CONTROL JOINTS AT RE- ENTRANT CORNERS WHICH TEND TO INVITE CRACKS. IN SIDEWALKS AND WALKWAYS, LOCATE ISOLATION JOINTS AT 20 FT. O.C. MAXIMUM SCORE AND TOOL BETWEEN ISOLATION JOINTS IN EQUAL BAYS OF 5 FT. OR LESS. SEE THE ARCHITECTURAL DRAWINGS FOR SLAB ON GRADE DEPRESSIONS AND OTHER REQUIREMENTS. CONTRACTION, EXPANSION AND CONSTRUCTION JOINTS ALL JOINT PLANS ARE CONSIDERED MEANS AND METHODS AND THE CONTRACTOR SHALL SUBMIT JOINT PLANS TO THE SEOR FOR APPROVAL. CONTRACTION JOINTS (ALSO KNOWN AS CONTROL JOINTS) ARE INTENDED TO CREATE WEAKENED PLANES IN THE CONCRETE AND REGULATE THE LOCATION OF CRACKS. THE MAXIMUM JOINT SPACING SHOULD BE 24 TO 36 TIMES THE THICKNESS OF THE SLAB NOT EXCEEDING 15 FEET. ALL PANELS SHOULD BE SQUARE OR NEARLY SQUARE. THE LENGTH SHOULD NOT EXCEED 1.5 TIMES THE WIDTH. AVOID L-SHAPED PANELS. FOR CONTRACTION JOINTS, THE JOINT GROOVE SHOULD HAVE A MINIMUM DEPTH OF 1/4 THE THICKNESS OF THE SLAB, BUT NOT LESS THAN 1 INCH. CONVENTIONAL SAW -CUT JOINTS SHOULD BE RUN WITHIN 4 TO 12 HOURS AFTER THE CONCRETE HAS BEEN FINISHED. EXPANSION JOINTS (ALSO KNOWN AS ISOLATION JOINTS) SEPARATE SLABS FROM OTHER PARTS OF THE STRUCTURE. USE PREMOLDED JOINT FILLER FOR ISOLATION JOINTS TO SEPARATE SLABS FROM BUILDING WALLS OR FOOTINGS. TO ISOLATE COLUMNS FROM SLABS, FORM CIRCULAR OR SQUARE RECESS, DO NOT FILL RECESSES UNTIL AFTER THE FLOOR HAS HARDENED. CONSTRUCTION JOINTS (ALSO KNOWN AS COLD JOINTS) ARE SURFACES WHERE TWO SUCCESSIVE PLACEMENTS OF CONCRETE MEET. CONSTRUCTION JOINTS ARE NOT PERMITTED UNLESS THE DETAIL HAS BEEN APPROVED BY THE SEOR. CONCRETE DESIGN HAS BEEN PERFORMED IN ACCORDANCE WITH ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. CONCRETE CONSTRUCTION TECHNIQUES SHALL CONFORM TO THE "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301). WHEN APPLICABLE (INCLUDED IN THE DESIGN CONTRACT), CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 FOR MEASURING, MIXING, TRANSPORTING ETC. THE OWNER SHALL CONTRACT AN INDEPENDENT TESTING LABORATORY TO PERFORM CONCRETE CYLINDER TESTS AS FOLLOWS: FOUR CYLINDER TESTS FOR ANY 50 CUBIC YARDS OF CONCRETE POURED, OR THREE CYLINDER TEST PER ANY DAYS POUR LESS THAN 50 CUBIC YARDS. ONE CYLINDER SHALL BE TESTED AT 7 DAYS AND TWO AT 28 DAYS. Am BASE 4 BASE4 2901 CLINT MOORE ROAD, #114 BOCA RATON, FLORIDA 33496 888.901.8008 www.base4mm RICARDO J. MUNIZ-GUILLET,AIA 5453 NW 106TH DR CORAL SPRINGS, FL 33076 Seal: Cr: p\Bi Eq 3A �•e" Fd��9c NO. 11 OZ 0]`96 S�ATE�./(OQ' ol✓% OF SSS/ONAL B� ADAM GINSBURG, PE w.y Owner: THE WITNESS GROUP 600 ENTERPRISES DRIVE LEWIS CENTER,OH 513.623.9430 HOME CARMEL,INDIANA PROTOTYPE VERSION-V2.22016 REVISION: MAY 2016 I NSOUE DELTA DATE WUE DESCRIPTION 1 SO 2019.03.04 ISSUED FOR PERMIT CURRENT ISSUE ISSUED FOR PERMIT CURRENT ISSUE DATE 2019.03.04 DRAWN BY Ti CHECKED BY AJG PROJECT NO, 64-134-1705 SHEET NAME INDEX AND STRUCTURAL NOTES DRAWINGS NO. S-101