Loading...
HomeMy WebLinkAbout10141732.pdfINDEX OF SHEETS Sheet No, Description 01 Site Plan 02 Floor & Electrical Plan P3 Elevations 12-6 04 Foundation Plan 05 Framing 06— 07 Cross Sections +Details 11 Notes 12-13 Certificate of Compliance 10 . / ' 9 # 60 / ,' 10# 32, —8# 0 A 8 9 —40/-7# % L moo 10/-3# 0/ 17 9 AREA EXISTING (SF) NEW (SF) TOTAL (SF) REMARK 1ST FLOOR 1247 0 1247 REMODEL 2SD FLOOR 0 729 729 REMODEL DRIVEWAY 297 0 297 GARAGE 365 0 365 TOTAL LOT COVERAGE 2638 0 2638 U111 L i L 41' LAU firo5 'LL NOT 4 of any 11,1111-11,11-1- V11 7/-6# of 17 6 02 Li 1 0 40 MtM o e o 18 4// rop ti I I Et P L, co 9 .Now 8 0 14N -270 W - SUB �17C-TTC 10 Poo- 15/-6// FRO ECT DATA: A. OWNER /PROJECT ADDRESS: 3426 S Towner, Santa Ana B. ASSESSOR'S PARCEL No: 410-204-18 C. APPLICANT NAME: TONY VU PH.# (714) 743-7613 D. REDEVELOPMENT AREA E. LAND USE FLOOR AREA RATI0:17% CURRENT ZONING: R1 F. LOT SIZE 5105 SQF G. PROPOSED USE SINGLE FAMILY DWELLING H. RESIDENTIAL: SINGLE FAMILY TYPE VN 2 BEDROOOMS 2 CAR GARAGE I. PARKING EXISTING: 1 J. PROPOSED DEVELOPMENT OCCUPENCY TYPE: V CODE: 2001 CALIF. BUILD'G CODE FIRE SPRINKLERS: N/A TYPE OF CONSTRUCTION: VN K. MATERIALS EXTERIOR WALL- STUCCO ROOF: ASPHALT SHINGLES L. SPRINKLER NOT REQUIRED M. HEIGHT OF STRUCTURE 23.5FT ,olikOFESS/0 es S. CID C 58683 uj EXR M (P cjvj� OF CM-*Qk'Rz A Scale: 1/4" .*,. 1' -011 '41 a 1 V %_J North Elevation ASPHALT SHINGLES W/ 1 LAYER TYPE 30# BELT, 1/2 CDX PLYWOOD W/ 8d NAIL @ 6//)6//9(10//) RADIANT BARRIER TO MATCH EXISTING ROOF TR 16"X18" ROOF VENT (300SQt IN. NEA) W/ 1/4" CORROSION RESISTANT METAL MESS COVERING -- 14"X84" GABLE VENT (476 SQ, IN, NFA) VERTICAL TRIM TO MATCH EXISITING-_... a South Elevation I / 12 4 6" C 58683 uj z EXP. I z 3 14 rn CI V 1 \. Q�`Q F pF CA\ Scale: 1 /4" - V -0" 17611:99 Sheet i �(03 111, ri ;taw SHA /n $ffiU q, 2 � 4. MASONRY; A. ALL CONCRETE BLOCK UNITS SHALL BE LIGHT -WEIGHT UNITS CONFORMING TO ASTM C-90, GRADE 'B' WITH A MIN. 28 DAY ULTIMATE STRENGTH OF NOTES, 1500 PSI. CONTINUOUS INSPECTION IS NOT REQUIRED. B. ALL MORTAR AND GROUT SHALL HAVE A MIN. 28 DAY ULTIMATE STRENGTH 1. GENERAL: OF 2000 PSI. MORTAR: 1 CEMENT - 4 1/2 AGGREG - 1/2 LIME. A. ALL WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE GROUT: 1 CEMENT - 3 SAND - MAX 1/10 LIME. 1998 CALIFORNIA BUILDING CODE STANDARDS 5. METAL: B. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE PRIOR TO START A. ALL ROUGH -IN METAL CONNECTORS SHALL COMPLY WITH THE UBC REQUIREMENTS CONSTRUCTION AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES. B. ALL POST TO BEAM CONNECTIONS SHALL BE OF A STANDARD APPROVED TYPE. C. PRIOR TO FRAMING , FRAMING CONTRACTOR SHALL VERIFY ROUGH -IN DEMENSIONS REQUIRED FOR BATH TUBS, SHOWERS STALKS, FIREPLACES, 6. ROUGH CARPENTRY: WINDOW HEIGHTS, DOOR LOCATIONS, ETC. A. ALL LUMBER SHALL BE DOUGLAS FIR GRADE MARKED AS FOLLOWS: D. PROVIDE APPROVED PLAN BOX. 2x4 STUD NO.2 E. PROVIDE TEMPORARY SANITARY FACILITIES. POSTS NO.1 F. ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE JOISTS & RAFTERS NO.1 THE RESPONSIBILITY OF EACH CONTRACTOR. NOTED DIMENSIONS TAKE BEAMS TO 4" THICK: NO.1; THICKER THAN 5"; DENSE NO.1 OR AS NOTED PRECEDENT OVER SCALE. B. PLYWOOD SHEATHING SHALL BE DOUGLAS FIR STRUCTURAL II WITH G. ALL WORK SHALL BE PERFORMED BY LICENSED CONTRACTORS. EXTERIOR GLUE, GRADE C-D OR BETTER (PSI-83). C. NAILING SCHEDULE: 2. SITE WORK: JOIST TO SILL OR GIRDER TOE NAIL: 3-8d A. EXISTING SOIL IS ASSUMED WITH A BEARING VALUE OF 1000 PSF. BRIDGING TO JOIST, TOE NAHj EACH END:___-____ 2-8d B. ALL FOOTINGS TO BEAR ON UNDISTURBED NATURAL SOIL. TOP PLATE TO STUD, END NAIL:_ --- 2-16d C. ALL FOOT'G SHALL HAVE A MIN. DEPTH OF 12" (OR 18" IF 2 STORIES) DOUBLED TOP PLATES, PACE NAIL:_________ _______ 16d 0 16" D. NO TRENCHES OR EXCAVATIONS 5' OR MORE IN DEPTH INTO WHICH A RAFTER TO PLATE, TOE NAIL: _____ 3-8d PERSON IS REQUIRED TO DESCEND. D. ALL LUMBER IN CONTACT W/MASONRY OR CONCRETE LESS THAN 48" FROM E. GRADING: GRADE SITE TO REQUIRED ELEVATIONS. CLEAR ALL ORGANIC THE GROUND SHALL BE PRESSURE TREATED OR DURABLE WOOD. MATERIALS AND VEGETATION. E. FOOTING SILLS SHALL BE EMBEDDED IN MORTAR OR HAVE FULL BEARING F. FILL: AREAS TO RECEIVE FILL TO BE SCARIFIED A MIN. OF 12". ON THE FOOTING WALLS. EARTH TO BE WATERED AND COMPACTED TO 90% (MIN) RELATIVE F. ANCHOR BOLTS 5/8 "d x 10" EMBEDDED 7" IN CONC. 6'-0" ox COMPACTION. FILL TO BE CLEAN SITE MATERIAL. ONE PLACED 12" FROM ENDS OF SILLS. G. PROVIDE BRIDGING AT 8' FOR FLOOR JOISTS AT 10' FOR ROOF JOISTS 3. CONCRETE: H. STUDS SHALL HAVE FIRE BLOCKING AT W-0". A. ALL CONCRETE SHALL HAVE A MINIMUM OF 28 DAY ULTIMATE STRENGTH I. PROVIDE SOLID BLOCKING UNDER WALL PERPENDICULAR TO FLOOR JOISTS. OF 2500 PSI. J. STITCH NAILING FOR DOUBLE JOISTS OR DOUBLE STUDS TO BE 16d @ 12" B. ALL RENFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 40. K. ALL EXPOSED SHEATHING SHALL BE A-C GRADE WITH EXTERIOR GLUE. C. CEMENT SHALL CONFORM TO ASTM C-150. L. ALL PANEL SHALL BEAR LEGIBLE APA STAMPS. D. HARD ROCK AGGREGATE SHALL CONFORM TO ASTM C-33. M. ALL SHEATHING SHALL BE APPROVED BY THE INSPECTOR BEFORE COVERING E. CONCRETE COVER OVER REINFORCING SHALL BE AS FOLLOWS: N. ALL BOLT HEADS AND NUTS WHICH NUTS WHICH BEAR AGAINST THE FACE OF 1) POURED AGAINST EARTH AND IS TO REMAIN IN CONTACT WITH EARTH ________ 3" WOOD MEMBERS SHALL BE PROVIDED WITH METAL WASHERS. 2) POURED AGAINST FORMS AND IS TO BE IN CONTACT WITH EARTH OR WEATHER _ 2" 0. 1x6 LET -IN DIAGONAL BRACES SHALL BE PROVIDED NEAR EACH END OF 3) STRUCTURAL SLABS ------ 1" BEARING WALL PANEL AND AT 25'-0" O.C., OR AS DETAILED ON PLANS. F. BEFORE CONCRETE IS POURED, CHECK WITH ALL TRADES TO INSURE PROPER P. PROVIDE DOUBLE -JOISTS UNDER ALL NON -BEARING PARTI7t0j T }PARALLEL PLACEMENT OF ALL OPENINGS, SLEEVES, CONDUITS, ETC., RELATING TO THE WORK. TO THE JOISTS. G. WERE MESH SHALL CONFORM TO ASTM A-185. Q. PROVIDE DOUBLE TOP PLATES WITH MINIMUM 48" LAP SPLICES. H. ALL BARS SHALL BE CLEAN OF LOOSE FLAKY RUST, GREASE OR OTHER R. WHERE TOP PLATES OR SOLE PLATES ARE CUT FOR PIPES, A METAL TIE MATERIALS LIKELY TO IMPAIR BOND. MINIMUM 0.058" THICK AND 1-1/2" WIDE SHALL BE FASTENED TO EACH PLATE I. ALL BENDS SHALL BE MADE COLD. ACROSS AND TO EACH SIDE OF THE OPENING WITH NOT LESS THAN 6-16d NAILS. J. SPLICING OF BARS SHALL HAVE LAPPING OF 24" DLAM., OR 1'-8" MINIMUM S. NOTCHES ON THE ENDS OF JOISTS SHALL NOT EXCEED ONE FOURTH THE JOIST DEPTH. HOLES BORED IN IN ALL CONTINUOUS REINFORCEMENT OF FOOTINGS AND CONCRETE WALLS, JOISTS SHALL NOT BE WITHIN 2 INCHES (51MM) OF THE TOP OR BOTTOM OF THE JOIST, AND THE DIAMETER OF ANY SUCH HOLE SHALL NOT EXCCED ONE THIRD THE DEPTH OF THE JOIST. NOTCHES IN THE TOP OR AND BAR DIAM. OR 2' MINIMUM, IN MASONRY WALLS, EXCEPT AS NOTED ON PLANS. BOTTOM OF JOIST SHALL NOT EXCCED ONE SIXTH THE DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. K. USE TYPE V CEMENT FOR FOUNDATION T. NOTCHING OF EXTERIOR AND BEARING/NON BEARING WALLS SHALL NOT EXCEED 25 %/40% RESPECTIVELY. BORED HOLES IN BEARING/ NON BEARING WALLS SHALL NOT EXCEED 40 %/60% RESPECTIVELY. IN NO CASE SHALL THE EDGE OF THE BORED HOLE BE NEARER THAN 518 INCH TO THE EDGE OF THE STUD. 7. MOISTURE PROTECTION: A. PROVIDE VAPOR BARRIER UNDER CONCRETE SLAB AS INDICATED ON DRAWINGS. B. ALL BATHROOM FLOORS SHALL HAVE 15# FELT UNDERLAYMENT. FELT AND FLOOR COVERING SHALL EXTEND A MINIMUM OF 2" UP ON WALLS. C. PROVIDE WATER-RESISTANT DRYWALL AS A BASE FOR TILE OR WALL PANELS FOR TUB OR SHOWER ENCLOSURES OR WATER CLOSET COMPARTMENT WALLS. D. PROVIDE 6'-0" NON ABSORBENT WALL FINISH IN SHOWER STALLS AND BATHTUB E. ALL RETAINING WALLS WITHIN HABITABLE AREAS SHALL BE WATERPROOFED AS INDICATED ON DRAWINGS. F. PROVIDE "WEEP SCREED" AT MUD SILL ATTACHED TO CONCRETE SLAB SURFACE. G. ALL SHEET METAL TO BE 26 GA. GALVANIZED IRON UNLESS OTHERWISE NOTED. H. FLASH ALL EXTERIOR OPENINGS WITH APPROVED WAREPROOF BUILDING PAPER TO EXTEND AT LEAST 3" UNDER THE BUILDING PAPER BEHIND THE WALL COVERING. I. ALL CHIMNEYS TO HAVE METAL CAP. 8. DOOR, WINDOWS & GLASS: A. FOR DOORS AND WINDOWS SEE SCHEDULES ON DRAWINGS. ALL DOORS AND WINDOWS HAVING GLAZING SHALL BE 2 PANES INSULATING GLASS EACH PANEL SHALL NOT HAVE LESS THAN 5/32 IN NOMINAL THICKNESS B. ALL SHOWER AND TUB ENCLOSURES TO BE APPROVED SHATTER -PROOF GLASS OR APPROVED PLASTIC. C. PROVIDE TEMPERED GLASS IN THE FOLLOWING HAZARDOUS LOCATIONS: - GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SWINGING DOORS, OTHER THAN WARDROBE DOORS. - GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE WALKING SURFACE. - GLAZING IN DOORS AND ENCLOSURES FOR BATHTUBS SHOWERS D. SAFELY GLAZING IS REQUIRED AT WARDROBE DOOR. 9. FINISHES: A. INTERIOR WALLS SHALL HAVE 1/2 " DRYWALL EACH SIDE. B. EXTERIOR WALL SHALL HAVE 1/2 DRYWALL ON THE INSIDE FACE AND 7/8 " INTEGRAL COLOR EXTERIOR PLASTER OVER METAL LATH. C. WALL ADJOINING GARAGE SHALL BE COVERED WITH 5/8 " TYPE 'X' DRYWALL. D. CLOSET SPACE UNDER STAIRS SHALL BE COVERED WITH 5/8 " TYPE 'X' DRYWALL. E. INSTALLATION ALL NECESSARY METAL TRIM. JOINT REINFORCING TAPE WITH WALL FINISHED WITH A 90% FOG FINISH READY FOR PAINTED FINISH. F. NAILING SHALL BE ETCHED 1- 1/2 " x 13 GA. NAILS HAVING 19/64 HEAD OR 5d NAIL AT 7" o.c. AT SHEET EDGES AND INTERMEDIATE SUPPORTS. (TO BE INSPECTED PRIOR TO APPLYING TAPE). G. PAINTING: 1) INTERIOR DRYWALL: 2 COATS INTERIOR LATEX EMDISION WASHABLE WALL SURFACES. 2) KITCHEN AND BATHROOM CEILINGS: 1 COAT SEALER; 1 COAT SEMIGLOSS ENAMEL. 3) INTERIOR WOOD: 1 COAT SEALER, 1 COAT SEMI -GLOSS ENAMEL (EXCEPT FOR PREFINISHED WOOD CABINETS OR WHERE TO BE STAINED AS SPECIFIED ON PLANS). 4) EXTERIOR WOOD: 1 COAT SEMI -TRANSPARENT STAIN - "OLYMPIC" OR = 10. SPECIALTIES: A. ATTIC VENTS SHALL BE SCREENED WITH MIN. 1/4 " MESH OF CORROSION RESISTANT METAL. PROVIDE 3­2" VENT HOLES IN SOLID BLOCKING EACH RAFTER SPACE WHEN SLOPING CEILING OCCURS. B. OPENINGS UNDER FLOOR AREAS SHALL BE COVERED WITH 1/4 " TO 1/2 " CORROSION RESISTANT WIRE MESH EXCEPT FOR OPENINGS WITH SASH OR DOORS. C. PROVIDE VENTILATION FANS IN ALL INTERIOR BATHS WITHOUT WINDOWS. FAN SHALL BE OPERATED FROM LIGHTSWITCH WITH A MINIMUM FIVE COMPLETE AIR CHANGE PER HOUR. EXHAUST DUCTS TO GO OUT THROUGH ROOF. KITCHEN HOOD EXHAUST DUCTS TO GO AS SHOWN ON DRAWINGS. D. PROVIDE EXHAUST DUCT FOR GAS DRYER WHERE CALLED FOR. E. UNDER FLOOR VENTILATION ON THREE SIDES EQUAL TO 2 SQ.FT. FOR EACH 25 LINEAR FEET. ONE TO BE LOCATED WITHIN 3' OF CORNER. 11. MECHANICAL: A. PLUMBING: 1. ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR. 2. ALL PLUMBING FIXTURES AND TRIM TO BE AMERICAN STANDARD OR BETTER. 3. ANTI -SCALDING SHOWER AND TUB -SHOWER VALVES REQUIRED. 4. HOT WATER HEATER SHALL BE FASTENED WITH SEISMIC STRAPS BATHTUB SHALL BE EXPOSED AND ACCESIBLE, OR SHALL BE PROVIDED WITH A 12" MINIMUM ACCESS DOOR. 5. CONTRACTOR SHALL OBTAIN AND PAY FOR PERMIT PRIOR EXECUTING ANY WORK. 6. PLUMBING ACCESS SPACE: THE WATER AND WASTE CONNECTIONS TO EVERY 7. PROVIDE HOTMOPPED SHOWER PANS UNDER SHOWER. IT MUST BE APPROVED PRIOR TO EXECUTE ANY TILE WORK. B. HEATING, VENTILATING AND AIR CONDITIONING: 1. ALL WORK SHALL BE PERFORMED BY A LICENSED OPERATOR. 2. ALL DUCTING FOR THIS SYSTEM MUST BE INSULATED WHERE DUCT TRAVERSES ANY SPACE OUTSIDE THE INSULATED STRUCTURE ENVELOPE. 12. ELECTRICAL: A. ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR. B. INSTALL WHERE INDICATED ON PLANS AN ELECTRICALLY OPERATED SMOKE DETECTOR. C. CONTRACTOR SHALL OBTAIN AND PAY FOR PERMIT PRIOR TO EXECUTING ANY WORK. ENERGY 1. INSULATION: A.EXTERIOR WALL: 4" BLANKET TYPE W/ A THERMAL RESISTANCE (R) OF NOT LESS THAN (13) CONFORMING TO FED. SPEC. H.H. - I-521E. B.CEILING OR ROOF CEILING SHALL BE 6" BLANKET TYPE W/A THERMAL RESISTANCE (R) OF NOT LESS THAN (19) CONFORMING TO FED. SPEC. HH-I-1030A. 2. ALL EXTERIOR SWINGING DOORS AND WINDOWS SHALL BE FULLY WEATHER STRIPPED. 3. ALL BLINDING DOORS AND WINDOWS SHALL BE CERTIFIED AND LABELED TO SHOW CONFORMANCE W/AIR INFILTRATION STANDARDS OF THE 2001 AMERICAN NATIONAL STANDARD INSTITUTE (A134.1 THRU A134.4) WHEN TESTED IN ACCORDANCE WITH ASTM 263.73 W/A PRESSURE DIFFERENTIAL OF 1.57 LB/FT2. 4. UPON COMPLETION OF INSULATION, INSULATING CONTRACTOR SHALL PROVIDE CERTIFICATION THAT THE INSULATION HAS BEEN INSTALLED IN CONFORMANCE W/ ARTICLE 5, SUB -CHAPTER 1, TITLE 25 OF THE CALIFORNIA ADMINISTRATIVE CODE. A CARD SHALL BE POSTED, TO THIS AFFECT, IN A COMSPICUOUS LOCATION. CERTIFICATION CARD IS AVAILABLE AT THE BUILDING DEPARTMENT. 5. ALL WALLS BETWEEN HEATED AND UNHEATED AREAS SHALL BE INSULATED AS EXTERIOR WALLS DESCRIBED ABOVE. 6. REQUIRED TINTED GLAZING SHALL BE PERMANENTLY TINTED OR PERMANENTLY SURFACE COATED BY THE MANUFACTURER OF THE GLAZING MATERIAL AND SHALL PROVIDE A MAXIMUM TINTING COEFFICIENT OF 0.75. 7. ALL STEAM AND STEAM CONDENSATE RETURN PIPING AND ALL CONTINUOUSLY CIRCULATING DOMESTIC HEATING OR HOT WATER PIPING SHALL BE INSULATED AS REQUIRED BY THE PLUMBING DIVISION. 6. ALL HEATING OR COOLING DUCTS LOCATED OUTSIDE THE BUILDING ENERGY ENVELOPE SHALL HAVE ALL JOINTS AND SEAMS SEALED AND SHALL BE INSULATED WITH A MINIMUM OF 1" THICK FIBEROUS INSULATION. 9. ALL GAS APPLIANCES, EXCEPT WATER HEATERS AND RANGE TOP BURNERS, SHALL BE EQUIPPED WITH INTERMITTENT IGNITION DEVICES. 10.PROVIDE BACKDRAFT DAMPERS IN ALL PAN SYSTEMS EXHAUSTING AIR FROM THE ENERGY ENVELOPE. ' The follpwin0 are,required for fumag2gr ggrnfort cooling ui ment in an atti a. I j Sc uWe 220 x 30" or the size of the largest piece of equipment and located not over 20 ;feet from equipment is required. (MC 307) I.P0Wed Passageway 24 inches wide of solid continuous flooring from scuttle to . E k ; ,equipment and its controls. (MC 307.3) C. ik',, ,+UnQb +cted work space of 30" min. depth in front of equipment. (MC 307) t, t . r ht over equipment with switch at scuttle. (MC 306) , ,"--Vent through roof a min. of 5 feet above the highest vent collar which it serves, (MC 62 SHEAR PANEL DIAPHRAGM SCHEDULE PANEL SHEAR NAILING BOLTING MARK MATERIAL AND NAILING ALLOWABLE SILL SILL AMETAL 7/8 " PORTLAND CEMENT PLASTER OVER EXPANDED OR WOVEN WIRE LATH W/ 16 GA. STAPLE, 180 PLF 16d @ 8"O.C. 5/8 "d @ 56"O.C. 7/8 " LEG @ 6-O.C. EDGES & FIELD. ALATH 7/8 " PORTLAND CEMENT PLASTER OVER DAVIS WALKER W/ 14 GA. STAPLE, 1-1/4" LEG @ 4-1/2"O.C. 325 PLF 16d @ 4"O.C. 5/8 "d @ 30"O.C. EDGES & 6"O.C. FIELD. ICBO# 1823 3/8 " STRUCT. II PLYWOOD W/ 8d @ 6"O.C. EDGES & 220 PLF 16d @ 6"O.C. /8 "d ® 36"O.C. Q12"O.C. FIELD. *440 PLF 16d @ 3"O.C. 1/2 "d @ 16"O.C. 3/8 " STRUCT. II PLYWOOD W/ 8d @ 4"O.C. EDGES & 320 PLF 16d @ 4"O.C. /8 "d ® 24"O.C. Al2"O.C. FIELD. NOTE 2 *640 PLF A35F @ 6"O.C. 5/8 "d 16"O.C. 3/8 " STRUCT II PLYWOOD W/ 8d @ 3"O.C. EDGES & 410 PLF 16d @ 3"O.C. 5/8 "d ® 16" O.C. Al2"O.C. FIELD. NOTE 2 *820 PLF A35F @ 5"O.C. 5/8 "d @ 12"O.C. 3/8 " STRUCT II PLYWOOD W/ 8d @ 2"O.C. EDGES & 530 PLF A35F @ 9"O.C. 5/8 "d @ 10"O.C. Al2"O.C. FIELD. NOTE 5 15/32 " STRUCT. II PLYWOOD W/ 10d @ 2-O.C. EDGES 770 PLF A35F @ 6"O.C. 5/8 "d @ 16"O.C. Q& 12"O.C. FIELD. NOTE 6 3/8 " STRUCT. I PLYWOOD W/ 8d @ 3-O.C. EDGES & 460 PLF 16d @ 3"O.C. 5/8 "d @ 16"O.C. Al2"O.C. FIELD. NOTE 2 *920 PLF A35F ® 5-O.C. 5/8 "d @ 12-O.C. 3/8 " STRUCT. I PLYWOOD W/ 8d @ 2"O.C. EDGES & 610 PLF A35F @ 6"O.C. 5/8 "d @ 16"O.C. Al2"O.C. FIELD. NOTE 5 15/32 " STRUCT. I PLYWOOD W/ 10d @ 2"O.C. EDGES 870 PLF A35F ® 6"O.C. 5/8 "d @ 16"O.C. /0\\ 12"O.C. FIELD. NOTE 6 1/2 " GYP. BD. EDGES BLOCKED W/ 5d COOLER NAIL @ 150 PLF 16d ® 8"O.C. 5/8 "d @ 64"O.C. A4"O.C. EDGES & FIELD. NOTE 1 *300 PLF A35F @ 16"O.C. 5/8 "d @ 32"O.C. 5/8 " GYP. BD. EDGES BLOCKED W/ 6d COOLER NAIL @ 175 PLF 16d @ 8"O.C. 5/8 "d @ 56"O.C. Q4"O.C. EDGES & FIELD. NOTE 1 *350 PLF A35F @ 16"O.C. 5/8 "d @ 24"O.C. NOTES: 1. ALLOWABLE SHEAR FOR GYP. BD. MUST BE REDUCED 50% FOR DYNAMIC LOADING DUE TO SEISMIC. 2. WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6" O.C. ON EITHER SIDE, PANEL JOINT SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3" NOMINAL OR THICKER AND NAIL ON EACH SIDE SHALL BE STAGGERED. 3. WHEN ANCHOR INTO EXISTING FOOTING, USE RAMSET/RED HEAD WEDGE ANCHOR OR SLEEVE ANCHOR OF THE SAME DIAMETER AND SPACING AS CALLED FOR IN THE SCHEDULE ABOVE. ICBO# 1372 4. ALL NAILS USED ARE COMMON NAIL. 5. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 2" O.C. 6. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED WHERE 10d NAIL HAVING PENETRATION INTO FRAMING OF MORE THAN 1-5/8" ARE SPACED 3"O.C. OR LESS. 7. * INDICATES THOSE WALLS WHICH SHEAR PANELS ARE APPLIED ON BOTH SIDES OF WALL. SECURITYL08 ALL OPENINGS MARKED * ARE SECURITY OPENINGS AND THE FOLLOWING NOTES SHALL APPLY: 1. SWINGING DOORS A. DOOR STOPS OF IN -SWINGING DOORS SHALL BE OF ONE-PIECE CONSTRUCTION WITH THE JAMB OR JOINED BY RABBET TO THE JAMB. B. ALL PIN -TYPE HINGES WHICH ARE ACCESSIBLE FROM OUTSIDE THE SECURED AREA WHEN THE DOOR IS CLOSED SHALL HAVE NON -REMOVABLE HINGE PINS. IN ADDITION, THEY SHALL HAVE MINIMUM 1/2" DIAMETER STEEL JAMB STUD WITH 1/2" MINIMUM PROJECTION UNLESS THE HANGES ARE SHAPED TO PREVENT REMOVAL OF THE DOOR IF THE HANGE FINS ARE REMOVED. C. THE STRIKE PLATE FOR LATCHES AND THE HOLDING DEVICE FOR PROJECTING DEADBOLTS IN WOOD COMNSTRUCTION SHALL BE SECURED TO THE JAMB AND THE WALL FRAMING WITH SCREWS NOT LESS THAN 2-1/2" IN LENGTH. D. DEADBOLTS SHALL CONTAIN HARDENED INSERTS. E. STRAIGHT DEADBOLTS SHALL HAVE A MINIMUM THROW OF 1" AND AN EMBEDMENT OF NOT LESS THAN 5/8". F. A HOOK -SHAPED OR AN EIPANDING-LUG DEADBOLT SHALL HAVE A MINIMUM THROW OF 3/4". > G. WOOD FLUSH -TYPE DOORS OR DOORS SHALL BE 1-3/8" THICK MINIMUM WITH SOLID CORE CONSTRUCTION. H. HOLLOW CORE DOORS OR DOORS LEES THAN 1-3/8" IN THICKNESS SHALL BE COVERED ON THE INSIDE FACE WITH 16 GAUGE SHEET METAL ATTACHED WITH SCREWS AT CENTERS AROUND THE PERIMETER OR EQUIVALENT. I. GLASS DOORS SHALL HAVE FULLY TEMPERED GLASS . 2. CYLINDER GUARDS SHALL BE INSTALLED ON ALL CYLINDER LOCKS WHENEVER THE CYLINDER PROJECTS BEYOND THE FACE OF THE DOOR OR IS OTHERWISE ACCESSIBLE TO GRIPPING TOOLS. 3. SLIDING GLASS DOORS AND WINDOWS SHALL BE PROVIDED WITH A DEVICE IN THE UPPER CHANNEL OF THE MOVING PANEL TO PROHIBIT RAISING AND REMOVING OF THE MOVING PANEL IN THE CLOSED OR PARTIALLY OPEN POSITION. 4. LOUVERD WINDOWS SHALL BE PROTECTED BY METAL BARS OR GRILLS WITH OPENINGS THAT HAVE AT LEAST ONE DEMENSION OF 6" OR LESS, WHICH ARE CONSTRUCTED TO PRECLUDE HUMAIN ENTRY. PA 5. OTHER OPENABLE WINDOWS SHALL BE PROVIDED WITH SUBSTANTIAL LOCKING DEVICES. IN 'G' OCCUPANCIES, SUCH DEVICES SHALL BE GLIDE BARS, BOLTS, CROOS-BARS, A AND BOLTED, HARDENED STEEL HASPS. v 6. SCREENS, BARRICADES, OR FENCES MADE OF MATERIAL WHICH PRECLUDE HUMAIN CLIMBING ¢ Uj SHALL BE PROVIDED AT EVERY PORTION OF EVERY ROOF, BALCONY, OR SIMILAR SURFACE v v WHICH IS WITHIN 8' OF A UTILITY POLE OR SIMILAR STRUCTURE. 7. WINDOWS AND DOOR LIGHTS WITHIN 40" OF THE LOCKING DEVICE OF THE DOOR SHALL FULLY TEMPERRED APPROVED BURGLARY RESISTANT PROTECTED BY BARS, SCREENS, OR GRIILS. ELECTRICAL / PLUMBING LEGEND Isis--- SINGLE POLE SWITCH lgg!Tg'- DOUBLE POLE SWITCH I ME TRIPLE POLE SWITCH lue- DIMMER SWITCH 110V OUTLET WP ®� 11OV WATERPROOF OUTLET 220V OUTLET U FLOOR OUTLET CEILING FIXTURE WALL MOUNT FIXTURE W J FLUORESCENT FIX DOWNLIGHT HLF HEAT -LIGHT -FAN 0 FAN t� DOOR CHIME I-p- DOOR BELL AND SPEAKER H3_ TV JACK WITH COAX CONNECTOR N PHONE JACK ® SMOKE DETECTOR 0 FUEL GAS KEY TO FUEL GAS I--� HOSE BIBB I--# BOSE BIBB WITH SHUT-OFF THERMOSTAT n ELECTRICAL PANEL ROOF & FLOOR PLYWOOD DIAPHRAGM SCHEDULE 9�,o�ESS/o�9 S C 58683 EXR 0-C .r C'G s�qT C+0- Q�e� �F C NO /z/ D 3 DOOR & WINDOW SCHEDULE MARK WIDTH HEIGHT I WTr-;M REMARK / MATERIAL D 0 0 R ® 36" 6'-8" 0 EXT. SOLID WOOD C@ 30" 6'-8" 0 INT. HOLLOW WOOD ® 5' 6'-8" 0 SLID. TEMPER GLASS ® 6' 6'-8" 0 SLID. TEMPER GLASS © 24» 6'-8» 0 SHATTER PROOF SHWR DR CAT. II W I N D 0 W ® 8" 6'-8" 0 FIX. TEMPER GLASS Q 4' 1' 5'-8" SLID. PLAST. FRAME © 4' 2' 4f_800 » O 3' 3' 4'-8" » ® 8' 5' 3'-8" ® 4' 3' 3'-8" » ® 4' 4' 2'-8» » 0 5' 4' 2f _8» » io 4' 4' 2'-8" u 2' 4' 2'-8" „ ix 3' 4' 2'-8" GLASS BLOCK MARK ROOF & FLOOR DESCRIPTION Fv. PLF 15/32 " CDX PLYWOOD UNBLOCKED W/ 8d NAILS @6",6",&12" OC @ BOUNDARY, EDGE & FIELD - CASE 1: 240 PLF 240 PLF, F2] 15/32 " CDX PLYWOOD UNBLOCKED W/IOd NAILS 04",6",&10" OC ® 255 PLF, BOUNDARY, EDGE & FIELD - CASE 1: 255 PLF F19/32 " CDX PLYWOOD BLOCKED W/10d NAILS 06",6" &10" OC @ 320 PLF, BOUNDARY, EDGE & FIELD 320 PLF F 4] 19/32 " CDX PLYWOOD BLOCKED W/10d NAIL 04",6",&10" OC @ 425 PLF BOUNDARY, EDGE & FIELD 425 PLF DRAWN CHECKED DATE SCALE JOB NO. SHEET �4"OF SHEETS