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OCCUPANCY CLASSIFICATION: H-3 (307.5) NFPA 54: NATIONAL FUEL GAS CODE 1. ALL REINFORCING BAR TO CONFORM TO ACI 315 BOTT. BOTTOM O
NFPA 55: COMPRESSED GASES AND CRYOGENIC 2. SUBMIT REBAR SHOP DRAWINGS FOR APPROVAL B.O.S. BOTTOM OF STEEL
INFO REQ. (414.1.3) 3. REINFORCING STEEL TO BE ASTM A615 GRADE 60 (60 KSI) B-PL BASE PLATE
MATERIAL QTY. CLASSIIFICATION (TABLE 307.1 &307.2) FLUIDS CODE 4. WHERE CONTINUOUS BARS ARE INDICATED, THEY SHALL RUN AROUND CONN. CONNECTION _
W NFPA 58: LIQUIFIED PETROLEUM GAS CODE CORNERS AND DOWEL INTO INTERSECTING WALLS. THEY SHALL BE 0 DIAMETER (-
EXPLOSION CTRL. REQ.:VENTING (TABLE 414.5.1) LAPPED AS INDICATED AND BE NO LESS THAN 40 BAR DIAMETERS. EXIST. EXISTING
NFPA 101 (2009 ED.): LIFE SAFETY CODE 5. REBARCLEARANCES: EA.A. EACH o
OUTDOOR STORAGE, DISPENSING&USE (414.6) 8.7.2- EXPLOSION PROT. REQ. A. UNFORMED, EARTH CONTACT: 3' ELEV. ELEVATION
B. FORMED, EARTH CONTACT: 2' F.D. FLOOR DRAIN
WEATHER PROTECTION:WALLS: <25% OF PERIMETER CH.40 INDUSTRIAL APPLICATIONS C. FORMED,WEATHER EXPOSURE: 2' FT FOOT/FEET LICENSURE
SEPARATION DISTANCE: 50' D. WIRE MESH: 1.5' FROM TOP SURFACE ksi KIPS PER SQUARE INCH
NON COMBUSTIBLE CONST. < 1500 SF OCC. LOAD= 100 SF/PP=800 SF/ 100SF/PP =8 PP (TABLE 7.3.1.2) USE REBAR CHAIRS TO ACHIEVE REQUIRED CLEARANCES. L.W. LONG WAY PENDING
6. DO NOT CUT REINFORCING TO ACCOMODATE INSTALLATION OF MIN. MINIMUM
ALARMS: REQ.W/PULL STATIONS BY DOORS (NFPA 72) MEANS OF EGRESS: 2 REQ. (7.11.4)(40.2A.1.1) EMBEDDED ITEMS. CONTACT STRUCTURAL ENGINEER TO RESOLVE O.C. ON CENTER STATE
CONFLICTS. O.D. OUTSIDE DIAMETER
NO BSMT, CRAWL SPACES MAX TRAVEL DISTANCE: 50', 75'TO PLACE OF SAFETY(TABLE 40.2.5, 7.11.1) 7. COORDINATE INSTALLATION OF PIPES, CONDUITS, ETC.WITH MEP psf POUNDS PER SQUARE FOOT
w SPRINKLER REQ. (415.6.2.4)(NFPA 13) EGRESS CAPACITY=0.4 IN/PP=0.4x8=3.2 IN -36'MIN. (ADA GOVERNS) 8..TRADES
OORDINATE MASONRY DOWELS WITH MASON FOR BLOCK LAYOUT SIM. SIMILAR
PER SQUARE INCH W APPROVAL
9. CONCRETE CORING NOT ALLOWED S.W. SHORT WAY
TABLE 602: FIRE RESISTANCE RATING DOORS: PANIC HW REQ. (7.2) T.O.S. TOP OF STEEL
> 30'SEP. DISTANCE, 0 HR. RATING rn
STRUCTURAL GENERAL NOTES '. TYPICAL(OCCURS AT ALL LOCATIONS
MEANS OF EGRESS ILLUMINATION: REQ. (40.2.8) WERE THE TYPICAL SYMBOL OR DETAIL
CONSTRUCTION TYPE: II A NON COMBUSTIBLE 1. REFER TO PROJECT SPECIFICATIONS REGARDING WORKMANSHIP APPEARS)
EXIT SIGNS: REQ. (40.2.10) REQUIREMENTS AND SUBMITTAL EXPECTATIONS. U.N.O. UNLESS NOTED OTHERWISE(SEE TYP.
PORTABLE FX REQ.-2 EA. 21/2 GAL. 2. COORDINATE WITH ACCOMPANYING ARCHITECTURAL, MECHANICAL, ABOVE, EXCEPT WHERE THE SYMBOL OR
HAZARD PROTECTION: SPRINKLER OR EXPLOSION VENTING (40.3.2.1) ELECTRICAL,AND OTHER CONTRACT DRAWINGS AS WELL AS APPROVED DETAIL SHOWS A DIFFERENT CONDITION) z
ROOF ASSEMBLY: CLASS B (1505.3) SHOP DRAWINGS FOR LOCATIONS OF SLEEVES, INSERTS, OPENINGS,AND V.I.F. VERIFY IN FIELD s a
FIRE ALARM: NOT REQ. <25 PEOPLE(40.3.4.1) FINISH ATTACHMENTS. W/ WITH � o
FLOOR LOADING: 250 PSF 3. ALL DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS TO BE W.W.F. WELDED WIRE FABRIC
CAST IN PLACE CONCRETE FIELD VERIFIED AND COORDINATED WITH THE OTHER CONTRACT O
o GROUND SNOW LOAD: 35 PSF 1. NORMAL WEIGHT CONCRETE STRENGTH: 4000 PSI aQ 28 DAYS DOCUMENTS. REPORT ANY INCONSISTANCIES PRIOR TO COMMENCING
WORK.
WIND SPEED: 110 MPH (35 GUST) 2. AGGREGATE: r MAX STONE 4. THE STRUCTURAL DESIGN OF THIS BUILDING IS BASED ON THE FULL
3. PROVIDE 6%AIR ENTRAINMENT TO ALL CONCRETE EXPOSED TO INTERACTION OF ALL OF ITS COMPONENT PARTS. NO PROVISIONS HAVE
MIN. S'c=2500 PSI W/AIR ENTR. EARTH OR WEATHER BEEN MADE FOR CONDITIONS OCCURING DURING CONSTRUCTION WHEN
4. PROVIDE DOWELS AND/OR KEYWAYS AT ALL CONSTRUCTION JOINTS. THE STRUCTURE IS IN AN INCOMPLETE OR PARTIALLY COMPLETE STATE.
GAS VOLUMES: 48 HOUR MIN BETWEEN PLACEMENTS. CONTRACTOR IS RESPONSIBLE FOR MAKING PROPER AND ADAQUATE
5. 3' REINFORCING CLEARANCE TO SURFACES EXPOSED TO WEATHER ACCOMODATIONS FOR STABILITY AND SAFETY DURING CONSTRUCTION.
ACETYLENE- 10,000 CUFT OR EARTH. 5. DETAILS SHOWN ARE TYPICAL FOR SIMILAR CONDITIONS, U.N.O.
PROPANE- 1000 GALLON TANK FILL STATION 6. ALL CONCRETE FORMWORK TO REMAIN IN PLACE 3 DAY MIN 6. CENTER WALLS AND PIERS ON FOOTINGS
CYLINDERS-5,000 LBS FOLLOWING PLACEMENT
7. BRACE FOUNDATION WALLS SUITABLY UNTIL BACKFILL AND FLOOR
PROPYLENE-3,000 LBS
7. ALL EXPOSED FLOOR SURFACES TO BE WET-CURED FOR 7-DAYS, DIAPHRAGMS HAVE REACHED SUFFICIENT STRENGTH.
CHEMTANE-3,000 LBS FOLLOWED BY APPLICATION OF ACCEPTABLE FLOOR SEALER. 8. STRUCTURAL TESTS AND INSPECTIONS REQUIRED ACCORDING TO IBC
8. TREAT GARAGE FLOOR SLAB WITH APPROVED LIQUID PENETRATING 2009-CH 17.
OXYGEN -20,000 CUFT SEALER SUCH AS'SALTGUARD WW PH:(207)475-4958
LIQUID CYLINDERS-30,000 CUFT 9. NOTIFY STRUCTURAL INSPECTOR AT LEAST 48 HOURS PRIOR TO 90 Clover Lane
PLACEMENT FOR INSPECTION Turner, Maine 04282
INERTS-WHICH INCLUDE: HELIUM,ARGON, 10. CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE THE
NITROGEN &THEIR MIXES-65,000 CUFT LATEST VERSIONS OF ACI 301 AND 318. J z
11. PROVIDE CONSTRUCTION JOINT LAYOUT PLAN SUBMITTAL FOR f w
LIQUID NITROGEN CYLINDERS-30,000 CUFT SEW. Q w
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