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<br /> GENERAL NOTES
<br /> ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATIONS, THESE GENERAL NOTES
<br /> FOUNDATION DESIGN CRITERIA SUBSTITUTION REQUESTS, FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW, SHALL BE SUBMITTED FOR
<br /> AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH APPROVAL A MINIMUM OF 2 WEEKS PRIOR TO BID, ALONG WITH CALCULATIONS THAT ARE PREPARED AND cNI
<br /> DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SOIL BEARING PRESSURE: 1500 PSF (ASSUMED)* SEALED BY A REGISTERED PROFESSIONAL ENGINEER (LICENSED IN THE STATE IN WHICH THE PROJECT Ni-
<br /> SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. THE GENERAL OCCURS) DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING EQUIVALENT ACTIVE PRESSURE - RESTRAINED: 55 PCF +14H SEISMIC SURCHARGE
<br /> CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO (ASSUMED) PERFORMANCE VALUES (MINIMUM) OF THE SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE 0 Q
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<br /> PROCEEDING WITH ANY WORK OR FABRICATION. THE STRUCTURE HAS BEEN DESIGNED TO RESIST ACTIVE PRESSURE - UNRESTRAINED: 35 PCF +6H SEISMIC SURCHARGE (ASSUMED) AND/OR STANDARD(S) AS REQUIRED BY THE BUILDING CODE.
<br /> CODE SPECIFIED VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL PASSIVE RESISTANCE: 200 PCF (INCLUDES F.O.S. .? 1.5) (ASSUMED) CONCRETE ANCHORS: CL z
<br /> ELEMENTS HAS BEEN COMPLETED. STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE COEFFICIENT OF FRICTION: .35 (INCLUDES F.O.S. > 1 .5) (ASSUMED) - ADHESIVE ANCHORS: HILTI HIT-HY 200 (ICC-ESR-3187) �j
<br /> SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THIS RESPONSIBILITY INCLUDES BUT IS NOT *CONCRETE SHALL BE A MINIMUM OF 21 DAYS OLD AT TIME OF INSTALLATION.
<br /> LIMITED TO JOB SITE SAFETY; ERECTION MEANS, METHODS, AND SEQUENCES; TEMPORARY *CONCRETE SHALL BE IN THE TEMPERATURE RANGE AS REQUIRED BY THE CONCRETE 0
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<br /> SHORING, FORMWORK, BRACING; USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH OR "STRUCTURAL BACKFILL". NATIVE EARTH BEARING MANUFACTURER. Z
<br /> CONSTRUCTION OBSERVATION BY THE STRUCTURAL ENGINEER IS FOR GENERAL CONFORMANCE SHALL BE SURFACE COMPACTED. AREAS OVER-EXCAVATED SHALL BE BACKFILLED WITH LEAN CONCRETE (F'c= *HOLE SHALL BY HAMMER-DRILLED ONLY.
<br /> WITH DESIGN ASPECTS ONLY AND IS NOT INTENDED IN ANY WAY TO REVIEW THE CONTRACTOR'S 2000 PSI) OR "STRUCTURAL BACKFILL". AREAS DESIGNATED "STRUCTURAL BACKFILL" SHALL BE FILLED WITH *HOLE SHALL BE DRY AT TIME OF INSTALLATION. _ c D
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<br /> CONSTRUCTION PROCEDURES. APPROVED WELL-GRADED BANKRUN MATERIAL. MAXIMUM SIZE OF ROCK 4". FROZEN SOIL, ORGANIC MATERIAL *INSTALLER OF HORIZONTAL OR UPWARDLY INCLINED (ANY POSITION EXCEPT DIRECTLY ® 0
<br /> AND DELETERIOUS MATTER NOT ALLOWED. COMPACT TO AT LEAST 95% OF ITS MAXIMUM DENSITY AS DOWNWARD) ANCHORS SHALL ALSO BE CERTIFIED BY THE ACl/CRSI ADHESIVE ANCHOR - c CD i w
<br /> DETERMINED BY ASTM D1557. PROVIDE DRAINAGE AND DEWATERING AROUND ALL WORK TO AVOID INSTALLER CERTIFICATION PROGRAM. U 4 �' `2 I--
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<br /> ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2015 WATER-SOFTENED FOOTINGS. - EXPANSION ANCHORS: KWIKBOLT TZ (ICC ESR-1917) BY HILTI, INC. OR STRONG-BOLT 2 (ICC ESR-3037) BY ..q co @
<br /> INTERNATIONAL RESIDENTIAL CODE (IRC) AS AMENDED AND ADOPTED BY THE LOCAL
<br /> SIMPSON STRONG TIE, INC. C� Il, , 0,1 a)
<br /> FREE DRAINING BACKFILL„MATERIAL FOR RETAINING & BASEMENT WALLS - SCREW ANCHORS: KWIK HUS-EZ (ICC ESR-3027) BY HILTI, INC. OR TITEN HD (ICC ESR-2713) BY
<br /> BUILDING OFFICIAL OR APPLICABLE JURISDICTION, SIMPSON STRONG TIE INC.
<br /> A CLEAN, FREE DRAINING, WELL GRADED GRANULAR MATERIAL CONFORMING TO ASTM D2487 OW OR SW
<br /> APPLICABLE STRUCTURAL PROVISIONS: WHOSE MAXIMUM PARTICLE SIZE DOES NOT EXCEED 3/4" AND WHOSE FINES CONTENT (MATERIAL PASSING THE STRUCTURAL STEEL i
<br /> NO. 200 SIEVE) DOES NOT EXCEED 5%,
<br /> 2015 INTERNATIONAL BUILDING CODE (IBC)
<br /> % PASSING U.S. NO. 200 SIEVE DETAILING, FABRICATION AND ERECTION > ,
<br /> WITH A MAXIMUM DUST RATIO = 2/3 MAX.
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<br /> DESIGN CRITERIA % PASSING U.S. NO. 40 SIEVE ALL WORKMANSHIP SHALL CONFORM TO THE AISC MANUAL OF STEEL CONSTRUCTION, 14TH EDITION. - °' - `0...' `�
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<br /> CONCRETE MATERIAL PROPERTIES 7, o Vtip tip ' , (\I
<br /> VERTICAL LOADS ,,c ,,4� ;S
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<br /> CONCRETE: MODERATEWIDE = 64
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<br /> O WEATHERING POTENTIAL SHALL BE MADE WITH PORTLAND CEMENT SHALL BE MADE I FLANGE SECTIONS: ASTM A992 (Fy 50 KSI) ,� � �
<br /> DESIGN DEAD WITH PORTLAND CEMENT ASTM C-150 TYPE II OR TYPE I, COARSE AND FINE AGGREGATE ASTM C-33, WATER AREA LIVE LOAD
<br /> LOAD CLEAN AND POTABLE AND SHALL BE READY MIXED PER ASTM C-94. NO ALUMINUM (CONDUIT, MISCELLANEOUS OTHER SHAPES AND PLATES: ASTM A36 (Fy = 36 KSI) TYP. U.N.O,; ASTM A572 (Fy = 50 KSI) WHERE INDICATED
<br /> ROOF 15 PSF 25 PSF (SNOW) ITEMS, ETC.) SHALL BE EMBEDDED IN ANY CONCRETE. COORDINATE FORMWORK AND FINISH TYPES
<br /> ACCEPTABLE TO THE OWNER. HOLLOW STRUCTURAL SECTIONS: RECTANGULAR & SQUARE - ASTM A500 GRADE B (Fy = 46 KSI) ROUND - ASTM
<br /> OTHER ROOMS FLOORS ACTUAL 40 PSF (2) _ A500 GRADE B (Fy = 42 KSI)
<br /> STAIRS ACTUAL 40 PSF (OR 300# PER TREAD) MAX. MIN. AGGREGATE STRUCTURAL STEEL PIPES: ASTM A53, GRADE B, TYPE E OR S (Fy = 35
<br /> DESIGN f'c (PSI) FLYASH KSI)
<br /> DECKS ACTUAL 60 PSF ITEM (AT 28 DAYS U.N.O.) W/C OR SLAG GRADING NOTES
<br /> RATIO ASTM AASHTO MACHINE BOLTS (M.B.): ASTM A307, GRADE A
<br /> (1) LIVE LOAD REDUCTION NOT PERMITTED EXCEPT AS NOTED IN IBC SECTION 1607.10. (PCY)
<br /> (2) 30 PSF FOR SLEEPING AREAS SLAB ON GRADE 2500 0.45 100 57 OR 67 1 ANCHOR BOLTS (A.B.): ASTM F1554, GRADE 55, UNLESS OTHERWISE NOTED, ASTM F1554, GRADE 105 WHERE
<br /> SNOW: FOUNDATIONS - UNO 2500 0.50 mo 57 OR 67
<br /> (MINIMUM ROOF SNOW LOAD = 25 PSF)
<br /> INDICATED.
<br /> STEM WALLS 2500 0.45 100 57 OR 67
<br /> Pg = 25PSF = GROUNDSNOWLOAD -
<br /> Pf = 0.7CeCt IsPg = FLAT ROOF SNOW LOAD
<br /> Ps = CsPf = SLOPED ROOF SNOW LOAD
<br /> Is = 1 .0 Co = 1 .0, Ct = 1.0, Cs = VARIES CONCRETE MIX NOTES:
<br /> LATERAL FORCES 1. FIBROUS CONCRETE REINFORCEMENT SHALL BE "FIBERMESH" MANUFACTURED BY PROPEX CONCRETE
<br /> SYSTEMS OR PRE-APPROVED EQUAL. DOSAGE SHALL FOLLOW MANUFACTURER'S RECOMMENDATION BUT
<br /> THE BUILDING MEETS THE CRITERIA TO USE THE "SIMPLIFIED ENVELOPE PROCEDURE" PER ASCE NOT LESS THAN 1.5 LB/CU. YD. WELDING
<br /> 7-10.
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<br /> 2. PROVIDE 3000 PSI AT 28 DAYS MINIMUM FOR DURABILITY AT BASEMENT WALLS, FOUNDATION WALLS, STRUCTURAL STEEL: WELD IN ACCORDANCE WITH "STRUCTURAL WELDING CODE" AWS D1.1.
<br /> WIND: EXTERIOR WALLS, PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND FOR ALL
<br /> GARAGE FLOOR SLABS. CONCRETE SHALL BE AIR ENTRAINED CONFORMING TO ASTM C-260. TOTAL AIR
<br /> CERTIFICATION : ALL WELDING SHALL BE PERFORMED BY WABO/AWS CERTIFIED WELDERS. WELDERS SHALL BE .�
<br /> IBC CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS THAN 5% OR MORE THAN 7%. PREQUALIFIED FOR EACH POSITION AND WELD TYPE WHICH THE WELDER WILL BE PERFORMING.
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<br /> EXPOSURE CATEGORY = B CD
<br /> BASIC WIND SPEED, (3 SEC. GUST), VuLT = 110 MPH PLACE CONCRETE: PER ACI 304 AND CONFORM TO ACI 305 AND 306 FOR HOT AND COLD WEATHER PLACEMENT
<br /> ELECTRODES: USE E70 ELECTRODES. () N
<br /> WIND IMPORTANCE FACTOR, Iw = 1 .0 AND CURING PROTECTION. USE INTERIOR MECHANICAL VIBRATORS WITH 7000 RPM MINIMUM FREQUENCY. DO GENERAL REQUIREMENTS 465 a 8
<br /> OCCUPANCY BUILDING CATEGORY PER TABLE 1-1 = II NOT OVER-VIBRATE. CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION Ct5
<br /> INTERNAL PRESSURE COEFFICIENT (ENCLOSED) = ± 0.18 JOINTS. PROTECT ALL FRESHLY PLACED CONCRETE FROM PREMATURE DRYING, EXCESSIVE HOT OR COLD ADHESIVE ANCHOR RODS: ASTM F1554, GRADE 36 UNLESS NOTED OTHERWISE. ,_ E
<br /> TOPOGRAPHIC FACTOR KZT = 1 .0 TEMPERATURE FOR SEVEN DAYS AFTER POURING. E
<br /> FINISH : STRUCTURAL STEEL SHALL BE PRIMER PAINTED, UNLESS NOTED OTHERWISE. WHERE STRUCTURAL L
<br /> GROUT
<br /> SEISMIC: STEEL IS NOTED TO BE GALVANIZED, IT SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH ASTM A123, A384,
<br /> NON-SHRINK GROUT: GROUT SHALL CONFORM TO CRD-C621. Pc = 5000 PSI IN 28 DAYS. FILL OR PACK ENTIRE AND A385.
<br /> SEISMIC IMPORTANCE FACTOR,' e = 1.0 SPACE UNDER PLATES OR SHAPES. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR PREPARATION,
<br /> RISK CATEGORY OF BUILDING PER TABLE 1.5-1 = D INSTALLATION, AND CURING.
<br /> SPECTRAL RESPONSE ACCELERATIONS Ss = 1 .457 & S1 = 0.559
<br /> SITE CLASS PER TABLE 20.3-1 = D REINFORCING STEEL
<br /> DESIGN SPECTRAL RESPONSE ACCELERATIONS Sds = 0.971 & SD1 = 0.559
<br /> SEISMIC DESIGN CATEGORY = D
<br /> ANALYSIS PROCEDURE USED = SIMPLIFIED LATERAL FORCE ANALYSIS REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. DETAIL, FABRICATE AND PLACE PER ACI 315 STRUCTURAL DRAWING INDEX
<br /> RESPONSE MODIFICATION FACTOR PER TABLE 12.2-1, R = 6.5 AND ACI 378. LAP SPLICES SHALL BE 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. PROVIDE CORNER BARS -
<br /> Cs = 0.149 (ULTIMATE) AT ALL HORIZONTAL BARS IN FOOTINGS AND WALLS. WELDED WIRE REINFORCEMENT SHALL CONFORM TO SHEET NUMBER SHEET DESCRIPTION
<br /> A185. LAP ONE FULL MESH ON SIDES AND ENDS BUT NOT LESS THAN 8 INCHES. PLACE AT MID-DEPTH OF SLAB SO.0General Notes W
<br /> OR AS SHOWN. S0.1 General Notes - 0
<br /> POST-INSTALLED ANCHORS S1.0 Plans
<br /> S2.0 Foundation and First Floor Framing Details
<br /> POST-INSTALLED ANCHORS: SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. S3.0 Roof and Wall Framing Details 02
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<br /> THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE STRUCTURAL ENGINEER PRIOR TO INSTALLING Grand total: 5
<br /> POST-INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST-IN-PLACE ANCHORS. CARE SHALL BE - - F W
<br /> TAKEN IN PLACING POST-INSTALLED ANCHORS TO AVOID CONFLICTS WITH REBAR. INSTALL IN ACCORDANCE _ C.9
<br /> WITH THE MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. INSTALLER SHALL BE QUALIFIED AND
<br /> TRAINED BY THE MANUFACTURER. HOLES SHALL BE HAMMER DRILLED ONLY (ROTARY DRILLED ONLY AT
<br /> UNREINFORCED MASONRY - NO HAMMER TOOLS).
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