S-0 - Autodesk · PDF filestructural steel concrete ... framing and carpentry - lumber and...
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WELDING STRUCTURAL STEEL CONCRETE & MASONRY: TIMBER: GRAVITY LOADS STEEL: SOIL BEARING: FRAMING AND CARPENTRY - LUMBER AND PLYWOOD FOUNDATION GENERAL NOTES CONCRETE AND REINFORCING STEEL DESIGN CRITERIA CODES: CBC 2013, LABC2013, ASCE 7-10 SEISMIC DESIGN PARAMETERS WIND LOAD DESIGN PARAMETERS ADHESIVES FOR ANCHORS MISCELLANEOUS NOTES SHEET METAL TABLE NO. 2304.9.1 FASTENING SCHEDULE %105647%6+10 )'0'4#. 016'5 SITE: SHEET OWNER/S: PROJECT: NAME: #24+. ALFRED DESIGN DO ASSERT THEIR RIGHT TO KEEP AND MAINTAIN ALL COPYRIGHTS, AND PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTATIONS, IDEAS, DETAILS, NOTES AND SPECIFICATIONS, EITHER COPIES OR ORIGINALS THEREOF, THAT MAY BE INCOPORATED INTO THIS DESIGN. ALFRED DESIGN DOES NOT GIVE PERMISSION FOR ANY COPIES OF SAID COPYRIGHTED MATERIALS, DRAWINGS, REPRESENTATIONS, IDEAS, NOTES, AND SPECIFICATIONS, EITHER ORIGINAL OR COPIES THEREOF, TO BE MADE, COPIED, OR ALTERED BY ANY PERSON, BUSINESS, OR CORPORATION WITHOUT THE EXPRESSED WRITTEN PERMISSION OF ALFRED DESIGN. CONSULTING ENGINEERS DESIGNERS, PLANNERS alfreddesign.com 36015 5*''6 065 5Ä Tel: (310) 329.9029 Fax: (310) 329.1334 Ste.203, Carson , CA 90746 460 E. Carson Plaza Dr. $#%-*175' 4'/1&'. 6JG 5VTCPF *GTOQUC $GCEJ %# ,#441& &7)#0
S-0 - Autodesk · PDF filestructural steel concrete ... framing and carpentry - lumber and plywood foundation general notes concrete and reinforcing steel ... bridge with 1-1/2
8. FOUNDATION SILLS AND OTHER LUMBER IN CONTACT WITH CONCRETE OR MASONRY WITHIN 48" OF THE GROUND SHALL BE PRESSURE TREATED DOUGLAS FIR. ALL OTHER TO BE AIR DRIED WITH MOISTURE CONTENT NOT TO EXCEED 12% 9. MUD SILLS SHALL BE 2" X 4" MINIMUM BUT NOT SMALLER THAN THE STUDS SUPPORTED DIRECTLY THEREON. 10. PROVIDE MINIMUM 26-GAUGE CORROSION RESISTANT METAL FOUNDATION PLATE LINE. 11. ALL BEARING WALLS SHALL BE 2" X 4" AT 16" O.C. FOR LESS THAN 10 FEET UNBRACE HEIGHT OR AS NOTED ON PLANS. 12. ALL LET-IN BRACES SHALL BE 1"X 6" MINIMUM EVERY POSSIBLE 25 LINEAL FEET AND AT OR AS NEAR AS POSSIBLE TO CORNERS OF BEARING WALLS AND BEARING PARTITIONS AND WHERE NOTED AS PLANS. THEY SHALL BE PLACED AT AN ANGLE NOT TO EXCEED 60 DEGREES AND MUST CROSS THREE STUD SPACES. 13. TOP PLATE SPLICE SHALL HAVE 4-FOOT OVERLAP WITH 12-16D MIN. NAIL. 14. WHERE DOUBLE TOP PLATE IS CUT, BRIDGE WITH 1-1/2 X 1/8 METAL STRAP WITH 12-16D NAILS EACH SIDE OF CUT. 15. SUBFLOOR VENTILATION IF REQUIRED SHALL BE 1.5 SQ. FT., EACH 25 LINEAR FOOT OF EXTERIOR WALL WITH ONE OPENING WITHIN 3 FEET OF END WALL. SUCH OPENING SHALL BE 1/150 OF UNDER FLOOR AREA. 16. 3 FEET OF END-WALL SUBFLOOR SPACES SHALL HAVE 18" X 24" ACCESS INTO EACH BETWEEN DIVISION WALLS. 17. ALL STRUCTURAL PLYWOOD SHALL BE INTERIOR GRADE PLYWOOD WITH EXTERIOR GLUE PSI-95 STRUCTURAL I OR II GRADE PANEL INDEX AS NOTED ON PLAN. 18. FIRE BLOCKING REQUIRED IF STUD SPACE EXCEEDS 9'-0" IN HEIGHT. 19. SOLID BLOCKING OR CROSS BRIDGING REQUIRED FOR FLOOR AND CEILING JOISTS MORE THAN 4" IN DEPTH SPANNING MORE THAN 8' AND RAFTERS MORE THAN 6" IN DEPTH SPANNING MORE THAN 10'.
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20. SOLID BLOCKING REQUIRED TUB ENCLOSURES, SHOWER ENCLOSURES, ACCORDION TYPE PARTITIONS, ETC. PROVIDE BACKING FOR TOILET ROOM ACCESSORIES AND WARDROOM DOORS. 21. DOUBLE JOISTS REQUIRED AT PARTITIONS UNLESS OTHERWISE NOTED ON PLANS. 22. SOLID BLOCKING REQUIRED AT PERPENDICULAR PARTITIONS, GIRDERS, AND PLATES. 23. ALL BOLTS THROUGH WOOD SHALL HAVE DRIVE FIT AND STANDARD WASHERS UNDER ALL HEADS OR NUTS. 24. WHEN LAMINATING 3 OR MORE 2-2x JOISTS/RAFTERS OR2 OR MORE 4x MEMBER TOGETHER STITCH BOLT WITH 5/8" DIA. AT 24" O.C. STAGGERED. 25. WHEN LAMINATING VERTICALLY 2-2 X MEMBERS TOGETHER, USE 16D NAILS AT 9" O.C. 26. WHEN FRAMING JOIST TO A BEAM FOR A FLUSH CEILING OR FLOOR, USE USE SIMPSON JOIST HANGERS OR APPROVED EQUAL. 27. ALL BEAM PERPENDICULAR TO BEAM CONNECTIONS TO BE SIMPSON HANGERS OR APPROVED EQUAL. 28. WHEN ROOF JOISTS ARE SHIMMED, BLOCKING SHALL BE CONTINUOUS UP TO THE ROOF SHEATHING, ONLY WHEN SHIM IS 8" OR MORE. 28. BOLTS SHALL HAVE STANDARD CUT WASHERS, UNLESS OTHERWISE NOTED AND UNLESS USED WITH STEEL PLATE OR ANGLES. HOLES FOR BOLTS SHALL NOT THE MORE THAN 1/16" LARGER THAN THE BOLT DIAMETER. SHALL BE STANDARD MACHINE BOLTS U.N.O. 29. SUBFLOOR SHEATHING TO BE 5/8" THICK T&G OR PLYWOOD, STANDARD GRADE EDGES UNBLOCKED: 10D NAILS AT 4" O.C., PERIMETER; 6" O.C., EDGES; 10" O.C., FIELD. 30. ROOF SHEATHING TO BE CONTINUOUS OVER TWO OR MORE SPANS AND TO HAVE PANEL IDENTIFICATION INDEX OF 16/32 WITH EDGES BLOCKED OR 16/32 WITH EDGES UNBLOCKED. SHIP LAP STARTER BOARDS ARE TO BE USED AT ALL EAVES AND OVERHANGS UNLESS NOTED OTHERWISE. 31. ALL WORK SHALL BE PERFORMED IN FULL ACCORDANCE WITH ALL CODES, RULES AND REGULATIONS OF GOVERNING AGENCIES AND SHALL BE INSPECTED BY LOCAL BUILDING DEPARTMENT OFFICIALS AFTER ROOF, ALL FRAMING FIRE BLOCKING AND BRACING ARE IN PLACES AND ALL PIPES, CHIMNEYS AND VENTS ARE COMPLETED. 32. NO EXTERIOR WALL OR BEARING PARTITIONS MAY BE CUT OR NOTCHED TO DEPTH EXCEEDING 25% OF ITS WIDTH. NON-BEARING INTERIOR PARTITIONS MAY BE NOTCHED A MAXIMUM OF 40% OF THE WIDTH OF THE STUD. 33. WHEN PLUMBING OR ELECTRICAL REQUIRES NOTCHING OF STUDS, NOTCHING TO BE COVERED WITH SIMPSON "N.S." NAIL STOPPER OR APPROVED EQUAL. 34. RAFTER TIE SPACED 4'-0" MAXIMUM O.C. ARE REQUIRED IMMEDIATELY ABOVE CEILING JOISTS WHICH ARE NOT PARALLEL TO ROOF RAFTER. 35 NAILING SHALL CONFORM TO TABLE 23-II-B-1 - NAILING SHEDULE( PER CBC2010) SHOWN.
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1. STRUCTURAL STEEL FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR STRUCTURAL STEEL FOR BRIDGES AND BUILDINGS, A.S.T.M., AND A.I.S.C. SPECIFICATIONS. A. WIDE FLANGES - A992, Fy = 50 KSI B. CHANNELS & ANGLES - A36, Fy = 36 KSI. C. HOLLOW STRUCTURAL STEEL - A500, GRADE B, Fy = 46 KSI. D. PIPES - A53, GRADE B, Fy = 35 KSI. 2. BOLTS. ALL SHOP AND FIELD CONNECTION SHALL BE MADE WITH UNFINISHED AMERICAN STANDARD REGULAR BOLTS UNLESS OTHERWISE NOTED. 3. ELECTRIC ARC WELDING SHALL BE PERFORMED BY LICENSED OPERATORS WITH APPROVED ELECTRODES IN ACCORDANCE WITH A.S.T.M. A-233. 4. LIGHT GAUGE STRUCTURAL STEEL SHALL CONFORM TO A.S.T.M. A653/A653M GRADE 33 AND GRADE 50..
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1. WELDING SHALL BE DONE BY WELDERS QUALIFIED AS REQUIRED BY THE BUILDING DEPARTMENT, ICBO AND A.W.S. CERTIFIED USING ELECTRIC ARC PROCESS AND E-70 ELECTRODES. 2. CONTINUOUS INSPECTION REQUIRED FOR ALL FIELD WELDING 3. ELECTRICALLY WELDED MESH SHALL CONFORM TO A.S.T.M. A-185.
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STRUCTURAL WIDE FLANGE-ASTM A 992 - 50
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BEAMS, 4X OR LESS - DOUGLAS-FIR LARCH NO.1
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REPETITIVE MEMBERS - DOUGLAS-FIR LARCH NO.2
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ROOF DEAD LOAD = 17.80 PSF
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STEEL PIPE - ASTM A53 GRADE B
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SOIL BEARING CAPACITY, qall = 1,500PSF
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STRUCTURAL TUBING - ASTM A 500 GR.B
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PLYWOOD: INDEX NUMBER 32/16, STRUCT I
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REINFORCING BARS -ASTM A615
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PRODUCT STD. PS-1-95
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FOOTINGS, VERTICAL LOADS ONLY, - f'c = 2,500 psi
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WELDING RODS - E70XX UNLESS SHOWN ON PLANS
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ANCHOR BOLTS - A36 UNLESS SHOWN ON PLANS
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BOLTS - A307 UNLESS SHOWN ON PLANS
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POST & TIMBERS - DOUGLAS-FIR LARCH NO. 1
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6X & UP - DOUGLAS-FIR LARCH NO. 1
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EXPOSURE CATEGORY = C (Per Table 1.5-1 ASCE 7-10)
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RISK CATEGORY = I (Per Table 1.5-1, ASCE 7-10)
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ROOF LIVE LOAD = 20 PSF
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NO.11 GAGE ROOFING NAIL_h/
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NO.16 GAGE STAPLE_i/
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6D COMMON NAIL (2"x0.113")
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NO.11 GAGE ROOFING NAIL_h/
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8D_f/
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6D_f/
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10D_d/ OR 8D_d/
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8D_e/
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6D_e/
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1-1/8" TO 1-1/4" 10D_d/ OR 8D_d/
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8D_d/ OR 6D_d/
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2" 16 GAGE_p/
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2-3/8"x0.113"NAIL_p/
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1-3/4" 16 GAGE_o/
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2-3/8"x0.113"NAIL_n/
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1/2" & LESS 6D_c/,_I/
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25/32"
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5/8"
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1/2" OR LESS
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1-1/8" TO 1-1/4"
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7/8" TO 1"
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3/4" AND LESS
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8D_d/
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7/8" TO 1"
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19/32" TO 3/4"
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33. FIBERBOARD SHEATHING_g/
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32. PANEL SIDING (TO FRAMING)
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TO FRAMING )
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SINGLE FLOOR ( COMBINATION SUBFLOOR-UNDERLAYMENT
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SUBFLOOR, ROOF & WALL SHEATHING (TO FRAMING)
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31. WOOD STRUCTURAL PANELS & PARTICLEBOARD_b/
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6D_k/
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6D_j/
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NO.16 GAGE STAPLE_i/
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3/8"
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1/4"
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1/2"
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34. INTERIOR PANELING
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86D COMMON NAIL(2-1/2"x0.131")
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_a/ COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED. _b/ NAILS SPACED AT 6 INCHES O.C. AT EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS EXCEPT 6 IN. AT SUPPORTS WHERE SPANS ARE 48INCHES OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLE BOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTION 2305. NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASING. _c/ COMMON OR DEFORMED SHANK (6D- 2"x0.113"; 8D- 2 "x0.131"; 10D- 3"x0.148"). 12"x0.131"; 10D- 3"x0.148"). _d/ COMMON (6D- 2"x0.113"; 8D- 2 "x0.131"; 10D- 3"x0.148"). 12"x0.131"; 10D- 3"x0.148"). _e/ DEFORMED SHANK (6D- 2"x0.113"; 8D- 2 "x0.131"; 10D- 3"x0.148"). 12"x0.131"; 10D- 3"x0.148"). _f/ CORROSION- RESISTANT SIDING (6D-1 "x0.106"; 8D- 2 "x0.128" OR CASING (6D-2"x0.099"; 8D- 2 "x0.113 NAIL. 78"x0.106"; 8D- 2 "x0.128" OR CASING (6D-2"x0.099"; 8D- 2 "x0.113 NAIL. 38"x0.128" OR CASING (6D-2"x0.099"; 8D- 2 "x0.113 NAIL. 12"x0.113 NAIL. _g/ FASTENERS SPACED 3 IN. O.C. AT EXTERIOR EDGES & 6 IN. O.C. AT INTERMEDIATE SUPPORTS, WHEN USED AS STRUCTURAL SHEATHING. SPACING SHALL BE 6 IN. O.C. ON THE EDGES AND 12 IN. O.C. AT INTERMEDIATE SUPPORTS FOR NONSTRUCTURAL APPLICATIONS. _h/ CORROSION-RESISTANT ROOFING NAILS WITH " DIAMETER HEAD AND 1 " LENGTH FOR " SHEATHING AND 1 " LENGTH FOR " 716" DIAMETER HEAD AND 1 " LENGTH FOR " SHEATHING AND 1 " LENGTH FOR " 12" LENGTH FOR " SHEATHING AND 1 " LENGTH FOR " 12" SHEATHING AND 1 " LENGTH FOR " 34" LENGTH FOR " 2532" SHEATHING. _i/ CORROSION-RESISTANT STAPLES WITH NOMINAL " CROWN AND 1 "LENGTH FOR " SHEATHING AND 1 "LENGTH FOR " 716" CROWN AND 1 "LENGTH FOR " SHEATHING AND 1 "LENGTH FOR " 14"LENGTH FOR " SHEATHING AND 1 "LENGTH FOR " 12" SHEATHING AND 1 "LENGTH FOR " 12"LENGTH FOR " 2532" SHEATHING. PANEL SUPPORTS AT 16" (20" IF STRENGTH AXIS IN THE LONG DIRECTRION OF THE PANEL, UNLESS OTHERWISE MARKED). (CONT'D NEXT COLUMN)
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1. UNLESS OTHERWISE NOTED ON STRUCTURAL DRAWINGS, ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS, CONFORM TO A.S.T.M. A-615, GRADE 40 (UNLESS NOTED OTHERWISE). ALL BARS EXCEPT #2 BARS SHALL BE DEFORMED PER A.S.T.M. A-185. PLACING OR REINFORCING STEEL SHALL BE IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. 2. ALL BARS SHALL BE CLEANED OF RUST, GREASE OR OTHER MATERIALS LIKELY OT IMPAIR BOND. 3. ALL BENDS SHALL BE MADE COLD. 4. SPACING OF BARS SHALL HAVE LAPPING OF 40 BAR DIAMETER OR 24" MIN IN ALL CONTINUOUS REINFORCEMENT OF FOOTINGS AND CONCRETE WALLS, AND 52 BAR DIAMETER OR 24" MINIMUM IN MASONRY WALLS, U.N.O. 5. ALL REINFORCING BARS SHALL BE ACCURATELY AND SECURELY PLACED BEFORE POURING CONCRETE OR APPLYING MORTAR OR GROUT. 6. MASONRY WALL HORIZONTAL REINFORCEMENT SHALL BE "DUR-OR-WALL" IN EACH SECOND COURSE AS DETAILED ON PLANS. 7. REINFORCING SHALL HAVE THE FOLLOWING CLEARANCES: (A) CONCRETE BELOW GRADE (FORMED) - 2 INCHES. (B) CONCRETE BELOW GRADE (POURED) - 3 INCHES. 8. BAR SPLICES IN CONCRETE SHALL LAP 40 BAR DIAMETERS, AND BE WIRED TOGETHER UNLESS OTHERWISE NOTED. 9. CONCRETE f'c SHALL BE 2500 PSI (AT 28 DAY STRENGTH), (PORTLAND CEMENT TYPE 1, U.N.O.) OR BETTER UNLESS NOTED ON PLANS.
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1. FRAMING SHALL BE PROPERLY AND ACCURATELY SET TO REQUIRED LEVELS AND LINES ANS RIGIDLY SECURED IN PLACE. SPECIAL FRAMING OR CONSTRUCTION NOT EXPLICITLY INDICATED SHALL BE DONE IN THE BEST WORKMANSHIP MANNER. FASTENED THE CONNECTION IN THOROUGH MANNER WITH NAILS OF AMPLE SIZE OR SIZES SHOWN IN DRAWINGS. 2. ALL LUMBER TO BE STRESS GRADE AS SHOWN BELOW UNLESS NOTED OTHERWISE ON PLANS AND SHALL HAVE A MAXIMUM MOISTURE CONTENT OF 19%: JOIST AND RAFTERS #2 GRADE, 875 PSI, D.F.-L 4 X BEAMS #1 GRADE, 1000 PSI, D.F.-L 4 X BEAMS (WHERE NOTED) SEL. STRUCT., 1800 PSI, D.F.-L 6 X BEAMS #1 GRADE, 1350 PSI, D.F.-L 6 X BEAMS (WHERE NOTED) SEL. STRUC., 1600 PSI, D.F.-L STUDS #2 GRADE, 875 PSI, D.F.-L 3. JOIST, RAFTERS AND BEAMS : A. MINIMUM BEARING : 1-1/2" OVER PLATES OR BEAMS OR SET INTO APPROVED (SIMPSON) METAL HANGERS. B. NOTCHING OF JOISTS : JOISTS MAY BE NOTCHED IN THE TOP OR BOTTOM, SURFACES NOT TO EXCEED 1/6 OF JOISTS DEPTH AND NOT WITHIN THE MIDDLE THIRD OF JOIST SPAN. C. BEAMS FORMED OF SEVERAL JOISTS: (1) UP TO 10" DEPTH: 16D NAILS AT 12" O.C. STAGGERED. (2) OVER 10" DEPTH: 1/2 BOLTS AT 2'-0" O.C. STAGGERED. D.HOLES BORED IN JOIST SHALL NOT BE WITHIN 2" OF THE TOP AND BOTTOM OF THE JOIST. THE HOLE DIA. SHALL NOT EXCEED 1/3 OF THE DEPTH OF JOIST. 4. NO LENGTH OF SPLIT SHALL EXCEED THE WIDTH OF THE MINOR FACE. 5. ALL NAILING SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODE REQUIREMENTS. 6. WALL STUDS WITH MORE THAN 10'-0" OF UNSUPPORTED HEIGHT SHALL BE 2-2X4 OR 2X6 , U.N.O. 7. ALL SHEAR WALLS MUST EXTEND AND PROPERLY FASTENED TO THE DIAPHRAGMS. WHERE SHEAR WALL PASSES THROUGH ATTIC SPACE PROVIDE 2x4 CRIPPLE STUDS @ 16" OC ABOVE CEILING TO ROOF DIAPHRAGM.
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1. CONTRACTORS SHALL REVIEW FOUNDATION SOILS REPORT AND BE FAMILIAR WITH ITS CONTENTS. COPIES MAY BE OBTAINED FOR REVIEW AT THE OFFICE OF THE ARCHITECT/OWNER. 2. ALL FOUNDATION EXCAVATIONS SHALL BE CLEAN AND FREE OF RUBBISH AND WATER, AND SHALL BE INSPECTED BY THE LOCAL BUILDING DEPARTMENT OFFICIAL PRIOR TO CONCRETE POURING. 3. ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS SHALL BE REMOVED AND RELOCATED. 4. ALLOWABLE SOIL BEARING PRESSURE IS EQUAL TO 1500 PSF OR PER SOILS REPORT. 5. 6. DIMENSIONS ON CONCRETE FOUNDATIONS ARE FOR CAST AGAINST EARTH CONDITIONS. 7. ALL PIPES, DUCTS, AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE FOOTING (THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING BASED ON A 2 HORIZONTAL TO 1 VERTICAL SLOPE) SHALL BE SLEEVED THROUGH CONCRETE CAST-IN-PLACE AT THE TIME OF THE FOUNDATION POUR. 8. FOUNDATION ANCHOR BOLTS SHALL BE 5/8" DIA. X 10" WITH 7" MINIMUM EMBEDMENT WITH 3"X3"X " PL WASHER AT SILL, & 14" PL WASHER AT SILL, & 48"O.C. (MAX) AND 12" FROM ENDS OF WALLS UNLESS NOTED OTHERWISE. SEE FOUNDATION PLANS. 9. DISTANCE FROM GRADE TO WOOD SHALL BE 6" MINIMUM OR PROTECTED WITH 3" THICK CONCRETE FLASH WALLS. 10. SCARIFY AND TREAT SILL WITH TERMINIX OR APPROVED EQUAL TO EXCAVATED FOOTINGS. 11. ALL BACK FILL SHALL BE COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY, OR GRANULAR MATERIAL OF S.B. 30 OR GREATER AND WHEEL ROLLED OR PER SOILS REPOSRT. 12. CONCRETE SLABS SHALL BE REINFORCED AS NOTED ON FOUNDATION PLANS. ALL CONCRETE SHALL CONFORM TO ASTM C-50. 13. FINE AND COARSE AGGREGATE SHALL CONFORM TO ASTM C-33. 14. ALL DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE CAREFULLY PLACED AFTER POURING CONCRETE. 15. BEFORE CONCRETE IS POURED, VERIFY WITH ALL TRADES TO INSURE PROPER PLACEMENT OF ALL OPENINGS, SLEEVES, CURBS, CONDUITS, ETC. 16. NO CONCRETE SHALL BE PLACED ON UNCOMPACTED FILL MATERIALS. 17. CONCRETE SLAB FINISH SHALL BE SMOOTH-STEEL TROWELED AT MAIN HOUSE AND GARAGE, AND LIGHT-BROOM FINISH AT AL OTHER EXTERIOR SLABS.
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1. ALL CONSTRUCTION SHALL COMPLY WITH THE GOVERNING REQUIREMENTS OF THE CITY BUILDING CODES., 2013 LA CO., CBC2013, CPC2013, CEC2013, AND CMC2013. 2. ALL CONTRACTORS SHALL CHECK AND VERIFY THAT WORK CONDITIONS AND DIMENSION ARE CORRECT, REPORT ANY DISCREPANCIES TO GENERAL CONTRACTORS, DESIGNER, AND OWNER PRIOR TO COMMENCING OR EXECUTING THE WORK. 3. ALL WORK PERFORMED BY SUB CONTRACTORS SHALL CONFORM TO ALL RELATED GOVERNMENT AND LOCAL CODES, WHETHER OR NOT THIS INFORMATION IS IN THE DRAWINGS. 4. ALL WORK OF ANY KIND SHALL FOLLOW OSHA GUIDELINES. 5. ALL WORKMANSHIP AND MATERIALS SHALL BE DONE IN ACCORDANCE WITH ALL RELATED CODES AND ALL GOVERNMENT REQUIREMENTS. 6. DO NOT SCALE DRAWINGS. DIMENSIONS HAVE PRECEDENT OVER SCALE. 7. ALL INSTALLATIONS OF EQUIPMENT OR MATERIALS SHALL BE DONE IN ACCORDANCE WITH ALL LAWS, AND SHALL FOLLOW MANUFACTURERS GUIDELINES FOR INSTALLATION. 8. ALL EXTERIOR WALL DIMENSIONS ARE TO FACE OF STUD, UNLESS NOTED OTHERWISE. 9. ALL INTERIOR WALL DIMENSIONS ARE TO FACE OF STUD, UNLESS NOTED OTHERWISE. 10. INTERIOR PARTITIONS ARE 2 X 4 STUDS @ 16" O.C., UNLESS NOTED OTHERWISE. 11. UNLESS SPECIFICALLY LOCATED, DOORS SHALL BE CENTERED IN WALL OR LOCATE DOOR JAMB 8" FROM NEAREST WALL CENTERLINE OR 6" FROM NEAREST OBSTRUCTION. 12. THE GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON THE JOB SITE AND REPORT ANY AND ALL DISCREPANCIES AND OR UNUSUAL CONDITIONS TO THE ARCHITECT OR ENGINEER PRIOR TO FINALIZING BIDS AND COMMENCEMENT OF ANY CONSTRUCTION. 13. CONTRACTOR SHALL OBTAIN ALL PERMITS, PAY ALL FEES FOR PERMITS, AND CHECK GOVERNING AUTHORITIES' SPECIFICATIONS FOR CONSTRUCTION INCLUDING REMOVAL OR RELOCATION OF EXISTING UTILITIES OR OTHER PHYSICAL OBJECTS SHOWN ON PLANS OR OTHERWISE NOTED. 14. CONTRACTOR SHALL PROVIDE PUBLIC PROTECTION AS NECESSARY AND REQUIRED BY THE CITY BLDG DEPT. 15. UNLESS OTHERWISE INDICATED ON THESE DRAWINGS OR IN THE SPECIFICATION AS BEING N.I.C. OR EXISTING, ALL ITEMS, MATERIALS, ETC. AND INSTALLATION OF SAME ARE A PART OF THE CONTRACT DEFINED BY THESE DRAWINGS AND SPECIFICATIONS. 16. SEE MANUFACTURER'S SPECIFICATIONS FOR LOCATION OF UTILITIES, FIXTURES, UNDERGROUND DUCTS AND PIPE TRENCHES. 17. GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE WORK OF ALL OWNERS, SUBCONTRACTORS AND FIXTURE CONTRACTORS INCLUDING THE PERFORMANCE OF SUCH MISCELLANEOUS WORK AS MAY BE NECESSARY FOR THEM TO COMPLETE THEIR WORK. 18. NO SUBSTITUTION OF MATERIALS SHALL BE PERMITTED IF SPECIFIED WITHOUT THE PERMISSION OF THE OWNER. 19. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE BRACING AND SHORING FOR LOADS CAUSED BY CONSTRUCTION, OR EQUIPMENT. THIS WORK SHALL CONFORM TO OSHA STANDARDS. 20. SEPARATE PERMITS ARE REQUIRED FOR ACCESSORY BUILDINGS, POOL, RETAINING WALLS, AND DEMOLITION. 21. THE STRUCTURAL DRAWINGS REPRESENT INDICATED FINISHED PRODUCT. THEY DO NOT INDICATE METHOD OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF ALL THE CONTRACTORS OF THE PROJECT TO INSURE THAT WORK, MATERIALS, DIMENSIONS AND SPECIFICATIONS AS IS REQUIRED TO COMPLETE THE PROJECT IN ACCORDANCE WITH THE CBC, CMC, CPC, CEC, AND ALL RELATED CODES AND REGULATIONS AND THE WISHES OF THE OWNER. 22. WHERE EXIT DOORS SWING OUT OVER A LANDING, THE LANDING SHALL NOT BE MORE THAN 1" BELOW THE THRESHOLD. 23. KEEP ALL PIPING AS CLOSE TO WALLS AND AS HIGH TO UNDERSIDE OF ROOF FRAMING AS POSSIBLE. 24. TOILET ROOMS SHALL BE PROVIDED WITH A MECHANICAL VENTILATING SYSTEM TO PROVIDE ONE 5 AIR CHANGES EVERY HOUR AND CONNECTED TO THE LIGHT SWITCH (MIN.). ALSO IN MECHANICAL EQUIPMENT ROOMS. 25. ALL EXTERIOR OPENINGS TO BE SCREENED. 26. PROVIDE METAL TRIM OR CASING AT ALL EDGES OF PLASTER AND DRYWALL SURFACES WHERE IT TERMINATES OR MEETS ANY OTHER MATERIAL, UNLESS OTHERWISE NOTED. 27. PROVIDE METAL CORNER BEAD AT ALL OUTSIDE CORNERS OF PLASTERED OR DRYWALL SURFACES, UNLESS OTHERWISE NOTED. 28. UNLESS OTHERWISE NOTED, ALL EXTERIOR AND INTERIOR EXPOSED METAL, TRIM, TREILLAGE, RAILINGS, MOLDINGS, FRAMES, CASTING, W.I. WORK, ETC., SHALL BE PAINTED. 29. IN ALL CASES, PROVIDE ISOLATION OF ALUMINUM FROM ADJACENT STEEL OR COAT SURFACES IN CONTACT WITH BITUMENOUS PAINT. 30. ALL EXTERIOR WALL OPENINGS, FLASHINGS, COUNTER FLASHINGS, COPINGS, AND EXPANSION JOINTS SHALL BE WEATHERPROOF. 31. PERMITS SHALL BE SECURED BY THE CONTRACTOR (GENERAL) OR SUBCONTRACTORS. NO WORK IS TO BE PERFORMED WITHOUT THE REQUIRED PERMITS. 32. OWNER OR CONTRACTOR SHALL PROVIDE THE REQUIRED TEMPORARY FACILITIES INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRICAL, TOILET, REFUSE IN ACCORDANCE WITH ALL LAWS AND REGULATIONS. 33. NO PREVIOUS WORK SHALL BE COVERED EXCEPT AFTER APPROVAL BY THE DEPARTMENT OF BUILDING AND SAFETY. 34. ALL PROPERTY LINES, EASEMENT, PROPOSED, AND EXISTING STRUCTURES, OVERHEAD POWER LINES, AND ABANDONED OIL WELLS, CESSPOOLS, AND SEPTIC TANKS AS SHOWN ON THE PLANS. 35. GRADING PERMIT IS REQUIRED FOR ANY CUT FILL DEPTH OF 3'-0" OR MORE AND/OR 200 CUBIC YARDS. 36. SHORING PERMIT IS REQUIRED FOR ANY VERTICAL CUT EXCEEDING 5'-0" IN HEIGHT. 37. NO CHANGES SHALL BE MADE IN THE PLANS EITHER INTERIOR OR EXTERIOR WITHOUT WRITTEN APPROVAL OF THE PLANNING AND BUILDING DIVISIONS. 38. ALL SAFETY GLASS SHALL BE LABELED. 39. ROOF GUTTERS ARE REQUIRED WHEN NO CONCRETE SWALE DRAIN PIPES OR SUMP PUMPS ARE PROVIDED.
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_j/ CASING (1 "x0.080") OR FINISH ( 1 "x0.072") NAILS SPACED 6" ON PANEL EDGES, 12" AT INTERMEDIATE SUPPORTS. 12"x0.080") OR FINISH ( 1 "x0.072") NAILS SPACED 6" ON PANEL EDGES, 12" AT INTERMEDIATE SUPPORTS. 12"x0.072") NAILS SPACED 6" ON PANEL EDGES, 12" AT INTERMEDIATE SUPPORTS. _k/ PANEL SUPPORTS AT 24". CASING OR FINISH NAILS SPACED 6 IN. ON PANEL EDGES, 12 IN. AT INTERMEDIATE SUPPORTS. _l/ FOR ROOF SHEATHING APPLICATIONS, 8D NAILS (2 "x0.113") ARE THE MINIMUM REQUIRED FOR WOOD STRUCTURAL PANELS. 12"x0.113") ARE THE MINIMUM REQUIRED FOR WOOD STRUCTURAL PANELS. _m/ STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF ". 716". _n/ FOR ROOF SHEATHING APPLICATIONS, FASTENERS SPACED 4" O.C. AT EDGES, 8" AT INTERMEDIATE SUPPORTS. _o/ FASTENERS SPACED 4" O.C. AT EDGES, 8" AT INTERMEDIATE SUPPORTS FOR SUBFLOOR AND WALL SHEATHING AND 3" O.C. AT EDGES, 6" AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING. _p/ FASTENERS SPACED 4" O.C. AT EDGES, 8" AT INTERMEDIATE SUPPORTS.
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ALL SHEET METAL SHALL BE 26 GAUGE GALVANIZED IRON, UNLESS OTHERWISE SPECIFICALLY NOTED.
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5- 3" 14 GAGE STAPLES
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(NOTE: INSTALL ANCHORS PER MANUFACTURER'S SPECIFICATIONS.)
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ANY OF THE FOLLOWING ADHESIVES MAY BE USED FOR ADHESIVE ANCHORS.
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FLASH AT ALL VERTICAL ROOF TO WALL INTERSECTIONS PER DETAILS.
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SITE CLASSIFICATION PER TABLE 20.3-1 = D
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5-PERCENT DAMPED SPECTRAL ACC., SDs = 1.088
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5-PERCENT DAMPED SPECTRAL ACC., SD1 = 0.620
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SEISMIC DESIGN CATEGORY = D
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= LARR NO. 25744
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= ICC-ES ER-5193
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DEPUTY INSPECTION IS REQUIRED ON ALL EPOXY ANCHOR INSTALLATION.
