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HomeMy WebLinkAbout10147093.pdfwrew. tea. -mna WIN .1 be; ti iff 11; 1:1 so pin A "rr" 1xvii. 11 1 17 KAU VIML,� 11 to E 7 0V r Igloo Health Depwartr;�:bnt 13 1"- AfyrT RUE-, 'fig 1'51MT7 ED Fc% CON, 72UUM'b5i I FOWS ILI' r.PUI"�`15N-��f3 Tiris cu'," sr; 't"nd; 'kx"� Repi 'c'n ltionmy s-nnau-ui v'nU--- ck';'naarats i'.;nimicv''pa C "y of &-n, Ai",�a. z m n Tha annontpwo n �nvl PURI it PirIT r—q d L� %,!i allan of any aisionsf ",Y0iilCcca e,8LpryoAihcme 4ed Ey Date WTV OF SANTA ANA -77 (' -, I I f . on I I- () V 2 a ��_ �Q �i I 5`0 I Y v RtV'-ISION"�, BY Y 0 O Ong (S) V @ M 0 ' 42 Al ICA 1cj W 36211 Fr c IV lk� 4 %7 24XU MKITO ON NO. 100M CMRM*ffo 41D I T Ll A) 0,� 8 a 0 0 q) '� . p Ilk op e2, Y, Tz - -3 t k/ c- r'r G, AK )C �D t.,V- ek ....... .... L r z, THE WORK SHALL COMPLY WITH THE FOLLOWING: 1. THESE GENERAL NOTES, UNLESS OTHERWISE SPECIFIED. 2. THE'C-AJZ-tf-. BUILDING CODE, 2001 EDITION; 2001 UMC;- 2001 UPC; 2001 NEC. 3. ALL APPLICABLE N.- . CODES. ADDITIONALLY, ON -SITE VERIFICATION 01 DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR ANY SUBCONTRACTORS, PRIOR TO ORDERING ANY MATERIALS OR STARTING ANY WORK. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL TAKE PRECEDENCE OVER SCALED DRAWIN 4. CONCRETE: A. ALL CONCRETE SHALL BE TYPE 11 OR TYPE V CEMENT & SHALL OBTAIN 2500 PSI AT 28 DAYS. B. FOR THE CONCRETE PAD PREPARATION, PROVIDE SANDFILL AS REQUIRED OVER COMPETE NATIVE SOIL, WITH A 6 MIL VISQUEEN WATERPROOF MEMBRANE, WITH A 6" X 6"-10/10 WELD WIRE MESH. 5. ANCHOR BOLTS: A. ALL EXTERIOR BEARING WALLS SHALL BE SECURED WITH 5/8" DIA. X 10" LONG ANCHOR BOU SPACED,?M ;14-41 EMBEDDED 7" INTO CONCRETE, AND BEGIN 12- FROM SILL END (MAX), U 6. GENERAL FRAMING: A. ALL FRAMING SHALL COMPLY WITH CHAPTER 23 OF c_l&c_ B. ALL LUMBER SHALL BE GRADE STAMPED AS FOLLOWS: 0 HORIZONTAL: No. 2 OR BETTER * VERTICAL: No. 2 OR BETTER 0 STUDS: DOUGLAS FIR OR HEM. FIR 6 SILL PLATE: PRESSURE TREATED OR REDWOOD C. ALL WALL FRAMING, CEILING JOIST FRAMING AND RAFTER FRAMING SHALL COMPLY WITF 7. ROOF SHEATHING: A. ROOF SHEATHING SHALL COMPLY WITH CHAPTER 23, c- B. PLYWOOD USED FOR ROOF SHEATHING SHALL BE BONDED BY INTERMEDIATE OR EXTERIOR GLUE. C. PLYWOOD EXPOSED TO EXPOSED EAVES SHALL BE BONDED WITH EXTERIOR GLUE. CDX PLYWOOD MAY BE USED AT EXPOSED EAVES. D. PLYWOOD SHALL BE %"CDX PLYWOOD P.I. #2410 1 OR OSB. E. NAILING: • B.N. 8d @ 8" O.C. • E.N. 8d @ 8" O.C. • F.N. 8d @ 8"O.C. F. TONGUE AND GROOVE OR BLOCKED. G. FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. H. USE RING SHANK NAILS AND GLUE PLYWOOD TO FRAMING, U.N.O. I. PROVIDE SOLID BLOCKING UNDER PERPENDICULAR WALLS, U.N.O. SPLICE PLATES OR EXTEF WALLS AND WHERE SHEAR WALLS OCCUR. J. NOTCHING OF EXTERIOR AND BEARING/NON-BEARING WALLS SHALL NOT EXCEED 25% - 40% (2320.11.9) K. INTERIOR FINISH IN GROUP R-3 OCCUPANCIES SHALL HAVE A MIN. FLAME SPREAD CLASSIFICATION OF 1.1 EXCEPT IN KITCHENS, BATHROOM AND GARAGES. L. GALVANIZED SHEET METAL SHALL BE MIN. 28 GA. FOR FLASHING AND ROOF VALLEY FLASHIN( 8. ELECTRICAL: A. ELECTRICAL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. B. NO ALUMINUM WIRE SHALL BE USED IN THE ELECTRICAL SYSTEM. ALL OUTLETS SHALL BE SPACED 12'-0"O.C. MAX., AND SHALL BE LOCATED WITHIN 6 FT. OF DOOR OPENINGS (I.E. CLOS 'DOORS). 9. MECHANICAL: A. ALL MECHANICAL WORK TO COMPLY WITH THE LATEST EDITION OF UNIFORM MECHANICAL COI 10. GLAZING: A. ALL GLAZING SHALL COMPLY WITH CHAPTER 24 OF THE C. %C. B. SAFETY GLAZING REQUIRED AT WARDROOM DOORS, TUB ENCLOSURE & SHOWER ENCLOSURE C. PROVIDE SAFETY GLAZING (TEMPERED} AT HAZARDOUS LOCATIONS: GLASS DOORS, GLAZING WITHIN 12"FROM FINISH FLOORING, GLAZING WITHIN 36" OF WALKING SURFACE AND GLAZING LESS -THAN 18" ABOVE FLOOR (SEC 2406). GENERAL NOTES: 1. SMOKE DETECTORS SHALL BE INSTALLED PER THESE NOTES: A. GENERAL DWELLING UNITS THAT ARE USED FOR SLEEPING PURPOSES SHALL BE PROVIDED I SMOKE DETECTORS, DETECTORS SHALL I BE INSTALLED IN ACCORDANCE WITH THE APPROVE MANUFACTURER'S INSTRUCTIONS. B. POWER SOURCE: IN NEW CONSTRUCTION, REQUIRED SMOKE DETECTORS SHALL RECEIVE TF PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. THE DETECTOR SHALL EMIT A SIGNAL WHEN THE BATTERIES ARE LOW. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVER -CURRENT PROTECTION. C. LOCATION WITHIN DWELLING UNITS: IN DWELLING UNITS, A DETECTOR SHALL BE INSTALLED 11 EACH SLEEPING ROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA Gh ACCESS TO EACH SEPARATE SLEEPING AREA. DETECTORS SHALL SOUND AN ALARM AUDIBLE ALL SLEEPING AREAS OF THE DWELLING UNIT IN WHICH THEY ARE LOCATED. 2. AT LEAST ONE WINDOW IN EACH SLEEPING ROOM SHALL: A. BE DESIGNED FOR EMERGENCY EGRESS OR RESCUE, B. BE OPENABLE FROM THE OUTSIDE TO PROVIDE A FULL CLEAR OPENING OF 5.7 SQUARE FEET, C. PROVIDE A MINIMUM NET CLEAR OPENING HEIGHT DIMENSION OF 24'. D. PROVIDE A MINIMUM NET CLEAR OPENING WIDTH DIMENSION OF 20". E. HAVE A FINISHED SILL HEIGHT OF NOT MORE THAN 44"ABOVE THE FINISHED FLOOR LEVEL (Ul 1204). 3. THE INSIDE FINISHED DIMENSION OF TOILET COMPARTMENTS MUST BE AT LEAST 30"MINIMUM Wil AND 24"CLEAR SPACE IN FRONT OF THE TOILET (UPC). 4. SHOWER COMPARTMENTS SHALL HAVE A MINIMUM INTERIOR OF 1024 SQUARE INCHES, AND BE CAPABLE OF ENCOMPASSING A 30- DIAMETER CIRCLE (UPC). 5. BATHROOMS, WATER CLOSET COMPARTMENTS AND LAUNDRY ROOMS SHALL HAVE AN OPENABLE WINDOW AREA OF NOT LESS THAN 1/20TH OF THE FLOOR AREA, OR A MECHANICAL VENTILATION SYSTEM CAPABLE OF PROVIDING FIVE AIR CHANGES PER HOUR (UBC). SECURITY NOTES 1. A SINGLE SWINGING DOOR, ACTIVE LEAF OF A PAIR OF DOORS, AND THE BOTTOM LEAF OF DUTCl- DOORS SHALL BE EQUIPPED WITH A LATCH AND A DEADBOLT THAT IS KEY OPERATED INSIDE. THI DEADBOLT SHALL HAVE A HARDENED INSERT WITH A 1 - MINIMUM THROW, AND A MINIMUM 5/8' MINIMUM EMBEDMENT INTO THE JAMB. IF THE LATCH HAS A KEY LOCKING FEATURE, 1 T SHALL BE THE DEAD LATCH TYPE. 2. THE INACTIVE LEAF OF A PAIR OF DOORS, OR THE UPPER LEAF OF A DUTCH DOOR, SHALL HAVE A DEADBOLT (SLIDEBOLT TYPE, KEY OPERATED OR HARDENED NOT REQUIRE BOTTOM, WITH A W EMBEDMENT.3. D), ON THE TOP AND SWINGING WOOD DOORS SHALL BE SOLID CORE, AND NOT LESS THAN 1-3/8" THICK AND 3" WIDE. 4. PANELS OF WOOD DOORS SHALL BE A MINIMUM OF 9/16" THICK AND NOT MORE THAN 300 SQUARE INCHES IN AREA. 5. STILES AND RAILS OF ALL WOOD DOORS SHALL BE A MINIMUM OF 1-3/8" THICK. 6. DOOR HINGE PINS ACCESSIBLE FROM THE OUTSIDE SHALL BE THE NON -REMOVABLE TYPE. 7. DOORSTOPS OF WOOD JAMBS IN SWINGING DOORS SHALL BE OF ONE-PIECE CONSTRUCTION OR JOINED BY RABBIT. 8. WINDOW AND DOOR LIGHTS WITHIN 40" OF THE LOCKING DEVICE OF THE DOOR SHALL BE FULLY TEMPERED, APPROVED BURGLARY RESISTANT, OR PROTECTED BY APPROVED BARS, SCREENS OR GRILLS. 9. SLIDING GLASS DOORS AND WINDOWS SHALL BE FULLY TEMPERED AND APPROVED BURGLARY RESISTANT, AND SHALL BEAR FORCED ENTRY. w LA--T5P-, 5 Ou 24- 00 tw E 0 < u C @ @) V 0 U 0 cy a -,-t 00 4 P, I .......... 7tKptsAS<N v. c—v-< fA T tV— lot, 9 j?Q-146A k) lip q >: Ar. i 41 k"TcA m Q 54 tL\qWD W Div`,WNJ' ° � frs.AIF-77�Jli W" I=T m i� 0 \14- � fl 164-1,7 2-)(Z,,r� VC w05�tz REVISIONS --j i O rS © U 0 rr Date Scale Nt, 5AU Drawn Job Sheet � %� Of Sheets z` v . ........ .... . �A 18" MAX 'SIMPSON' NO. POST BOLT CONC. BOLT Le HB SB MIN. PST SIMP. SSTB MAX. LOAD HD2A (2) % % 12" 41/2 1/2 4X4 1 16 2775 - HD5A (2) y4 Y4 16" 51/4 3 4X4 20 4010 HD6A (2) 7/8 ys 2 4 " 61/8 31/2 4 X 6 28 5510 HD8A (2) 7/8 Y8 24"61/831/24X6 28 7910 HD10A (2) 4X6 28 L , 1 9990 I FRACTION 2X4 2X6 2X8 OF STUD 251 D 7/81, 1%sl ly8,i 40/ D 13/s11 21/s" 3' 1 2"31/4" 4 j14 FIELD NAIL'G (F.N.) PER -A PLAN OR GEN. NOTES 'J JL f u 2X BLK`G EDGEB . ....... . WWIC14 ARE PERPENDICULAR .. . . ........... %li.A TO FRM'C% * .... ... .. L "'JI-, . . .. . .. .... . ... .... J, "7, 77 BOUNDARY NAIL'G (B.N.) 'j SAME AS EDGE NAIL'G (EN.) UNLESS NOTED OTHERWISE A EDGE NAIL ... . . .. ..... 'G 'J (EN.) �k —FIELD NAILG A-, (FN.) _j_ q UNBLK'G EDGES J, 3 TO FRMG WHICH ARE PERPENDICULAR J� L I %J V L_ I EJ%JL 1 0 VV/ PER FOUNDATION PLAN. NOTE- NOTCH BORE 3 Lu 2X LARGEST PROVIDE A. B. NOT TO OCCUR ON SAME TYP. ROOF & FLOOR SHEATHING LAYOUT 6*-0" O.0 BORING & 41/2 STUD WITHIN 36" OF BORE DIA. lb r FLO ......... r.MIN. 12" MAX. FRM. EACH OTHER. MIN. SILL END Drawn, SECTION 1 2320.11.9- 2320.11.10 FRACTION I 0 V A l)VQ 2V In l)vI**) )VIA BORED OR NOTCHED STUDS OF JOIST yo, 2001 CBC 8 V/ D/6 8 1112 17/8 2 1/8 D/3 11/4" 2%" 3" 3Y4" 4%" SECTION 2320.8.3 NTS BORED OR NOTCHED JOISTS NTS EXTERIOR BEARING WALL FRAMING 24 X 3 PRIWEO ON NO. 1000H CLEARPRIMITe-1