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Home My WebLink About10150515.pdfIL t tt Y\ 7 NX- ffz Z- 0 0 az: A 4- 15 0 -Z- I —C �A ,I tV—�X� ) - PEFj%,qj-TTYPE. eLrj -LECT PLBG V, I MECH GRADING i gp PERMIT#--i, 0CC-. CON S*TR. TYPE-=��.- CODE EDITION FLOOD ZONE---SeL— ao'D YES 0 FLOOD ZONE CERTIF R� k I S AICROFILM YE RADIANT BARRIER @ ROOF `E N RESIDENTIAL DEV FEE YES SCHOOL YE, 4 I0 .i- 0 3"A A 'o,,Eo FOR g PLA.-y, C. rp, s p t 0 il Ch G 3 and —0 f at azii U3tho m P, VUW,'� Lt�fi S-HAU NOT,, Cn j�,G v*.0jaii0ji of any be 110MIKI uf 10EI PR vvv 'Y ..„sador State LL I ACCePtOdBY c %I Afl LV 0 ate I u un, d — — — — — — — — — — Z-- eV -4— U Arq% AAASTE TM 4— ISCR, 0(p re It,\1 5-T 4. 422 4(, N �r 7140 T-T 4- v JUIL 2 8 2005 ly—I 01" A ak nrill @ 0 1.7,,4 IN < 4�- .14 Date -71 Scale Al,, Drawn 1,'y Job Sheet Of Sheets >L -rrtl v 14- X ---- ------ gu 2 -2, f 4- 4— C11 Z:Z7 X iF LAI I < .6-0 C; CY @ pa` nor W (D\ � � # A.,�.- tr fit' '� -�- ............. / ---------------- 7 <0 T7T C D 4 1/14 2 it, x Q yy t y03 (0 "fq `Q K� xt xi - ------ 2- K 9 d XN� OFOUNDATION NOTES .0: =_CTORS SHALL BE INSTALLED PER THESE NOTES: 1. CONCRETE SLAB (4- THK. MIN W1 6"X6"- 10-/10- WWF) OVER L DWELLING UNITS THAT ARE USED FOR SLEEPING PURPOSES SHALL BE PROVIDED WITH 2" SAND OVER 6 MIL VAPOR BARRIER OVER COMPACTED EARTH )ETECTORS. DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED CTURER'S INSTRUCTIONS. SOURCE: IN NEW CONSTRUCTION, REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR 2. NEW CONC. FTN*G. (12" W X 12" D W/ 1-04 TOP & BOTTOM MIN.) (POWER FROM THE BUILDING WIRING WHEN SUCH WIRING AND SHALL BE EQUIPPED 3. 24" L. *4 REBAR DOWELL 0 24" O.C. 6" INTO EXISTING ATTERY BACKUP, THE DETECTOR SHALL EMIT A SIGNAL WHEN THE BATTERIES ARE FOOT'G W/ "EPDXY" (RING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN ,EQUIRED FOR OVER -CURRENT PROTECTION. 4. 24" L. 04 REBAR DOWELL TOP AND BOTTOM AT NEW TO �N WITHIN DWELLING UNITS: IN DWELLING UNITS, A DETECTOR SHALL BE INSTALLED IN EXISTING FTNG 6" INTO (E) FTN'G W/ "EPDXY" EEPING ROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING TO EACH SEPARATE SLEEPING AREA, DETECTORS SHALL SOUND AN ALARM AUDIBLE IN 5. CONC. LANDING- 31/2" THK W1 VXV- 10"X10" WWF. E-PING AREAS OF THE DWELLING UNIT IN WHICH THEY ARE LOCATED. 4E WINDOW IN EACH SLEEPING ROOM SHALL: 6. PLUMBING FIXTURE '7NED FOR EMERGENCY EGRESS OR RESCUE. (ABLE FROM THE OUTSIDE TO PROVIDE A FULL CLEAR OPENING OF 5.7 SQUARE FEET, A MINIMUM NET CLEAR OPENING HEIGHT DIMENSION OF 24", A MINIMUM NET CLEAR OPENING WIDTH DIMENSION OF 20". ANCHOR BOLT NOTE: :INISHED SILL HEIGHT OF NOT MORE THAN 44" ABOVE THE FINISHED FLOOR LEVEL (UBC MINIMUM NOMINAL ANCHOR BOLT DIA. SHALL BE S/aINCH =INISHED DIMENSION OF TOILET COMPARTMENTS MUST BE AT LEAST 30" MINIMUM WIDE SPACED PER SHEAR SCHEDULE OR 0 6'-0" OC. MAX, AR SPACE IN FRONT OF THE TOILET (UPC). EMSEDED INTO CONCRETE 7" MIN. W/ MIN. DISTANCE FROM IMPARTMENTS SHALL HAVE A MINIMUM INTERIOR OF 1024 SQUARE INCHES, AND BE THE END OF SILL PLATES TO BE 41/2" ( AND A MAXIMUM OF 12"). : ENCOMPASSING A 30' DIAMETER CIRCLE (UPC). 35, WATER CLOSET COMPARTMENTS AND LAUNDRY ROOMS SHALL HAVE AN OPENABLE PLATE WASHERS (MIN. SIZE OF 2" X 2" X3/16") SHALL EA OF NOT LESS THAN 1/20TH OF THE FLOOR AREA, OR A MECHANICAL VENTILATION BE USED ON EACH ANCHOR BOLT 'ABLE OF PROVIDING FIVE AIR CHANGES PER HOUR (UBC). -s NOTES- 'VINGING DOOR, ACTIVE LEAF OF A PAIR OF DOORS, AND THE BOTTOM LEAF OF DUTCH -VERIFY HIRDWR. LOCATION W/ FLR. PLAN .LL BE EQUIPPED WITH A LATCH AND A DEADBOLT THAT IS KEY OPERATED INSIDE. THE SHALL HAVE A HARDENED INSERT WITH A I'MINIMUM THROW, AND A MINIMUM 5/8" b. -HOLDOWN ANCHORS MUST BE TIED IN PLACE 4BEDMENT INTO THE JAMB. IF THE LATCH HAS A KEY LOCKING FEATURE, IT SHALL BE OF PRIOR TO FOUNDATION INSPECTION. ATCH TYPE, 1E LEAF OF A PAIR OF DOORS, OR THE UPPER LEAF OF A DUTCH DOOR, SHALL HAVE A C. -SURFACE WATER WILL DRAIN AWAY FROM BUILD-G, SLIDEBOLT TYPE, KEY OPERATED OR HARDENED NOT REQUIRED), ON THE TOP AND n- n 0,9 f-nKjfjCf-Tn0 BOLTS INTO yunf)n VEN T 10 OUTSIDE AR Cl� S,DSMIC" STRAP z< u: 'z- 'A 1A < afu� FIN, FLR . . . . . . . . . . I., NCR,LE TF ';'A R HEATER ANCHORAGE OF THE WATER HEATER SHALL BE ACCOMPLISHED 8Y THE USE OF IvI-ANUFACTURED `DEVICES SPECIf7ICALLY APPROVED BY THE STATE CHITFC7S OFFICE THE. INSPFCTOR RE PONS181-E 7OR THE PI_u;mFjjr, W RK Date SHAL,_ vER.-y f'HE ANCW,�RAGE 'HE 1NA1,'_F? I -;MAKERS TH A Y2" EMBEDMENT, -3/8" THICK AND 3"WIDE. "v&_ v TV 'BMI FOR DWELLINGS PLUMBING INSPECTION FOR Scale VOA DOORS SHALL BE SOLID CORE, AND NOT LESS THAN 1 FRAMING REQUIRE APPROVED PLATE WASHERS, AND WOOD DOORS SHALL BE A MINIMUM OF 9/16� THICK AND NOT MORE THAN 300 SQUARE HOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO GENERAL FRAMING NOTES: A-PARTMEN f'S AND HOTELS" REA. COVERING THE WALL FRAMING. 1. BEAMS, HEADERS AND POSTS TO RAILS OF ALL WOOD DOORS SHALL BE A MINIMUM OF 1-3/8" THICK. e. ALL INTERIOR NON -BEARING WALtS WITH SHOT PINS. BE #1 OR BETTER, U.N.O. Drawn PINS ACCESSIBLE FROM THE OUTSIDE SHALL BE THE NON -REMOVABLE TYPE. RANSET *3348, OR EQUIVALENT, AT 36" O.C. 2. JOISTS AND RAFTERS TO BE NO, 2 WATER PEATER STRAP DETAIL 3 OF WOOD JAMBS IN SWINGING DOORS SHALL BE OF ONE-PIECE CONSTRUCTION OR UNLESS OTHERWISE NOTED. OR BETTER, U.N.O. Job IABBIT. 3, PLATES AND STUDS TO BE STUD D DOOR LIGHTS WITHIN 40"OF THE LOCKING DEVICE OF THE DOOR SHALL BE FULLY DIA A. B. MAY BE REPLACED BY 5/f " DIA GRADE, APPROVED BURGLARY RESISTANT, OR PROTECTED BY APPROVED BARS, SCREENS OR THREADED RODS W1 5-Y4" EMBED. WI?H 4. ALL LUMBER SHALL BE DOUGLAS Sheet CIA -GEL 7000 EPDXY SYSTEM iSS DOORS AND WINDOWS SHALL BE FULLY TEMPERED AND APPROVED BURGLARY L C. B. O. ER. 4846. (OR EQUIVALENT), AT THE FIR LARCH H GRADE MARKED. AND SHALL BEAR FORCED ENTRY. SAME SPACING, 4 P, G '0"�2 Z. '7 Of Sheets TABLE 23-11-13-1 NAILING SCHEDULE CONNECTION BRIDGING TO JOIST, TOENAIL EACH END NAILING JOIST TO SILL OR GIRDER, TOENAIL 2-8d SOLE PLATE TO JOIST OR BLOCKING, TYP. FACE NAIL 3-8d SOLE PLATE TO JOIST OR BLOCKING AT BRACED 16d at 16" O.C, WALL PANELS 3-16d PER 16" TOP PLATE TO STUD, END -NAIL __� _6d STUD TO SOLE PLATE DOUBLE STUDS, FACE NAIL I :4�-8dTOE�NAJI;5R 2-16d, END NAIL DOUBLED TOP PLATES, TYP. FACE �NAIL 16d at 24'O,C, DOUBLED TOP PLATES, SPLICE S L 6 BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP 16d PLATE, TOENAIL Y qd RIM JOIST TO TOP PLATE TOENAIL 'To EC TOP PLATES, L LAPS AND INTERSECTIONS, FACE NAIL CONTINUOUS INUOU HEADER, _1WO PIECES N —_ 2-16d CEILING LING JOISTS TO PLATE, TOENAIL CONTINUOUS HEADER TO STUD, TOENAIL 3-8d CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 4-8d- CEILING JOISTS TO PARALLEL RAFTERS, FACE NA 3-16d RAFTER TO PLATE, TOENAIL 3-16d V. BRACE TO EACH : FACE NAIL 3-8d 1" x 8" SHEATHING OR LESS TO EACH BEARING, 2-8d FACE NAIL 2-8d WIDER THAti FACE NAIL 3-8d BUILT-UP CORNER STUDS BUILT-UP GIRDER AND BEAMS 16d at 24" O.C. 20d 32" O.C. AT TOP AND BOTTOM AND STAGGERED 2-20d at ENDS 2" PLANKS AND AT EACH SPLICE WOOD STRUCTURAL AND PARTICLEBOARD 2-16d AT EAC H BEARING —DEFORMED iI!W,ALL SHEATHING TO FRAMING - 1/2"AND LESS 6d COMMON OR -HANK I SIDING TO FRAMING 1/2-1 6d CERTIFICATE OF COMPLIANCE: I of 3) CF-1 4�01LLC--f4 71-3 t 0 Project Title Dille Project Address Building Permit 0C-A()NM:_Z 1 (4) 84 1 o Ii 45 Documentation Author I Telephone Plan Check f Date zorA15 Field Check / Date Collapliance Method (Package or Computer) Climate Zone LWOrCerri Agency Gse 057y- GENERAL INFORMATION 11 Ceiling Height: ft Total Conditioned Floor Area Average Ceilin Conditioned Slab Floor Area 4-1 ft* Building Type: _.:K� �injic _Family __K Addition (check one or more) Multi -Family Existing -Plus -Addition Front Orientation: # North West / All Orientations (input front orwritimon,in degrees from True North and circle one) Number of Stories Number of Dwelling -Units: Floor Construction Type: iFR 'sec Floor (circle one or tbout)( RADIAN' BARRIER (required in climate zones 2, 4, 8-Ls) Required for this submittals _.no BUILDING ENVELOPE INSULATION Component Type Frame Type wd = wood sit = steel Cavity Insulation R-Value Sheathing Insulation R-Value Total R- Value' 1 Assembly U-Factorl Location/Comments (attic, garage, typical, etc.) ,2A : Wall =:. : 1E= Is S Wall -Roof qy, J(D. Roof Floor Flo., Slab Edge total K-yame one ASSCITIM i-i-ractor are not reQuiMA for a wwI -tram w vaIIm t mee caV[F ft-value insulation requirements for the Prescriptive Package FENESTRATION qhyar'lino,flatrirnc Fenestration Wrypelpris. Orien- tation Area ok�) Fenestration U-Factor Fenestration SHGC Exterior Shading Alt. Overhangs/ fins Front Front -Left Left E6 _�T� Rear Right i I Sk h2lit Skylig-t M Ri lit In S - Ir' Skyli��_h Compliance Forms August 2001 A-2 CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 3 of 3) CF-IR Litll Project Title D* COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts I and 6 of the California Code of Regulations, and the administrative regulations to implement them, This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/Remarks section. The undersigned recognize that compliance using duct seating and TXVs requires installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business and Professions Code) Documentation Author Name: Name: 1 �11T o C_ 6d� gef T Title/Firm: itle/Firm: Address: -101 C4rZ_f-eC- Q 01 Address; lk9_�_ �Q Telepho Telephone:(Irq) 8dU'Q'AnA3e 3i& 4 LZ s 5 Z_ -7 Lie, Is hat date) Enforcement Agency civil", Lie, 0. MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 2 oft) MF-1R Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or oil this checklist only. instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Space Conditioning, water Heating and Plumbing System Measures: (continued) §150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the Tcquircment Of the 1998 CMC Sections 601, 603,604, and Standard 6.3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with Mastic, WPO, aerosol sealant, or other duct -closure system that macts the applicable requirements of UL 181, UL 181A, or UL line if mastic or tape is used to sea) openings greater than 1/4 inch, the combination of magic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and scams of duct system and their components shall not be settled with cloth back rubber adhesive duct tam unless such tape is used in combination with mastic and drawbands. 2. Building cavities, support platforms for air handlers, and plenum defined or constructed with materials other than sealed Sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platform may contain ducts. Ducts installed in cavities and support pharomes shall not be compressed to cause reductions in the cross -sectional Area of the ducts. 3, Joints and searesorducat systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with magic and drawbands. 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 6. Protection of insulation. Insulation shall he protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not limited to the following: insulation exposed to weather shall be suitable for outdoor service e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover, Cellular foam insulation shall be protected As above or painted with a coating that is water retardant and provides shielding from solar radiation that can rouse de mdaeian of the material.114: Pool and Spa Heating System and Equipment. 1. System is certified with 78% thermal efficiency, on -off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At [east 36" of pipe between filter and heater for future solar heating- b. Cover for outdoor poets or Outdoor spas, 3. Pool system has directional iniets and a circulation pump time switch § I 15; Gas fired central furnaces, pool beaters, spa heaters or household cooking appliances have no 1 A lectricalrxaokirygaglianeeswith pilot< 150 ilot light, <Exception: Nonelectrical continuously burning p § I 18 (f). Coot Poor material meet specified criteria _V Lighting Measures: §150(k)).: Luminaires for general lighting in kitchens shall have lamps with an efficacy of40 lurnims/win t or greater for general lighting in kitchens, This general lighting shall be controlled by a switch an a readily accessible figb1m2 control panel at an entrance to the kitchen, § I 50(k)2-i Rooms with a shower or bathtub must have either at )=I one luamnaire with lamps with an efficacy of 40 lumensAvan or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in § I St)k)2,: and incandescent recessed ceiling fixager are IC (insulation cover) approved, Compliance Forms August 2001 A-6 CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 2 of 3) CF-1R 0%Lt_ T 1510 15 Project Title Da 1 HVAC SYSTEMS Note: Input hydronic or combined hydronic data under Water Heating Systems, except Design Heating Load, Distribution Heating Equipment Minimum Type and Duct or Heat Pump Type (romace, heat Efficiency Location Piping Thermostat Configuration pump, etc.) (AFUE or HSPF) (duets. attic, etc-) R-Value Type (split or Package) 7 6 I It ia Cooling EqdIp rent Minimum Duct Heat Pump Type (air conditioner, Efficiency Location Duct Thermostat Configuration cl pump, even CQ,)Iinz) (SEER) (attic. etc.) R-Value Type (split or package) SEALED DUCTS and TXVs for Alternative Measures) 0 Scaled Ducts (All climate zones) (Installer testing and certification and HERS rater field verification required) D TXVs, readily accessible (climate zones 2 and 8-15 only) (installer testing and certification and HERS Rater or field verification required) 0 Refrigerant Charge/Air Flow (climate, zones 2 and S-15 only) (Installer testing and certification and HERS Rater or field verification required) OR Alternative to Seated Ducts and TXVs (see Package C or D Alternative Package Features for Project Climate Zone) Climate Zone Window SHGC Window U-Factor SEER Heating WATER HEATING SYSTEMS Energy, External Rated' Tank Factor or Tank Water Heater Distribution Number input (kw Capacity Recovery Standby' Insulation 1, For small gas storage water heaters (rated inputs of less than or equal to 75,000 Btu/by), electric resistance, and heat pump water beaters, list Energy Factor. For large gas storage water beaters (rated input of greater than 75,000 Bruft), list Rated Input, Recovery Efficiency and Standby Loss, For instantaneous girt water heaters, list rated input and recovery efficiencies. SPECIAL FEATURES (add extra Package C and D: TXVs, Sealed Ducts, Radiant Barriers (see installation requirements for radiant barriers in Section 8. 13 of the 2001 Residential Manual), Package C: thermal mass (thermal mass type, covering, thickness, and description). Compliance Forms August 2001 A-3 MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page I of 2) MF-1R Note: Lowrise residential buildings subject to the Standards must contain diese measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are Amour elsewhere in the documents or on this checklist only, Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures. I §150(a): MmimumR-19ceiling insulation. _14k\ §1 50(b): Lease fill insulation manufacturer's labeled R-Value. * 050(c); Minimum R-13 wall insulation in wood framed walls or equivalent 1.3-Factor in metal frame walls (does not apply to exterior mass walls). * §150(d): Minimum R-13 raised floor insulation in framed floors, V §151),SEeb g insulation - water absorption rate no greater than 03%, water vapor transmission rate n gt Iter ;rmo firich §118: Insulation specified or installed meets insulation quality standards. Indicate type and form. §116 - 17: Fenestration Products, Exterior Doors, and ltifiltrationtExfiftration Controls 1, Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2 Fenestration products (except field -fabricated) have label wine certified 1.1-Factor, ceriffiterl Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and Penetrations caulked And sealed, § I Ag): Vapor barriers mandatory in Climate Zones 14 and 16 only, §150(f): Special Snfdaatian barrier installed to comply with § 151 meets Commission quality standards. §150(c): installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1, Masonry and factory -built fireplaces have: a Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilot lights allowed, A Space Conditioning, NVater Heating and Plumbing System Measures: L) §110_§)13: 11VAC equipment, water beaters. showcuheids And finyom certified by the Commission. §150(h): Heating and/or coating loads calculated in accordance with ASHRAE, SMACNA or ACCA. §150(i): Setback thermostat on all applicable heating and/or cooling systems, §1500): Pipe And lank insulation I . Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems. insulated (R-4 or greater) 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined imemallextemal insulation. 4. All buried or exposed piping insulated in recirculating sections of hot waicr systems 5 Cooling system piping below 55° F insulated, 6. Piping insulated between heating source and indirect hot water tank. -------- L ----------------- L_ Compliance Forms August 2001 A-5 assessing how a proposed design compares to this package of features. More detail on each of the requirements follows later in this chapter. Table 3-1 - Summary of Package D Requirements 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 iU[LDtNG ENVELOPE Insulation minimums? Ceiling R38 R30 R30 R30 R30 R30 R30 Rn 30 R30 R38 R38 R38 R38 R38 R38 Walls R21 R13 R13 R13 R13 R13 R13 R13 13 R13 R19 R19 R19 R21 R21 R21 'Heavy mass' walls R4.76 R244 R244 R2,44 R2,44 R2,44 R2.44 44 2,44 R2,44 R4.7ro R4,76 R4.76 R416 R4, R4.7 76 6 Below -grade walls RO RO RO RO RO RO RO RO RO RO RO RO RO RO RO R13 Stab floor perimeter NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR R7 Raised floors R16' R19' R19' R192 R192 R192 R192 192 19' R19' RIO' R19' Rig' R19' R19' R18' Concrete raised Rom R8 R8 RO RO RO RO Ro RO RO RO R8 R4 R8 Rs R4 R8 Rarliarn earlier NR RED NR REO NR NR NR REQ O REO REQ REQ REO REQ REO NR GLAZING MaXiMUM U_(aco,3 0.65 0.65 015 0,75 015 0.75 0,75 0.75 75 0.66 0Z5 0.65 0.65 0.65 0.65 0.60 KUrdryauan total area 16% 16% 20% 20% 16% 20% 20% 20*4 * 20% 16% 16% 16% 16% 16% IB% SOW Heat Gain Coeffiesene South -facing glazing NR OAO NR 0,40 NR NR 0-40 0.40 DRO OAO 0.40 0.40 0.40 OAO 0.40 NR West -facing glazing NR 0.40 NR 0,40 NR NR 0.40 0,40 140 0-40 0.40 0.40 0.40 0,40 0.40 NR East -facing glazing NR 0.40 NR 0,40 NR NR 0.40 0.40 140 0A0 0.40 0.40 0.40 0.20 0.4.0 NP , , Nordb4acing gta2ing NR 040 NR 0.40 NR NR 0140 0.40 0.40 0.40 0,40 040 040 0,40 0.40 NR I HERMAL MASS' NR Nk NR ------ NR NR NR N11 NR NR NR NR Nk NR UR Nt,( NH NR Nf� SPACE -HEATING SYSTEM` ------- Elect&-restsbam No Nr. No No No No NO No No No N�., If clay, AFUE MIN MIN MIN MIN MIN MiN tell MIN IN I MIN MIN MiN MiN MIN MIN MIN MIN MiN M,!N, Mitt Mil'! !"m mrNt MIN MN MIN MN MIN, MIN MIN MIN MIN if i1% illliN WliN „;Ili MIN "15N MiN l0ir, 01 - 1XV NR KLQ' NR I,,, R r:K Nt� INIR RLW FQ' NEU* REU' REQ' REW REQ- REQ- Nk DOMFSTICIAIATFR HFATINz -1 ypi; (Sysurn rA.54 ylt_lt�z uv(111�zl 1 _U eo §151 Ih) I and f) R arm ..y D. b,,0mrqla;,mr, And higher T, NR Not Rcqunou REQ Rectunco WN M,.,�rpijm 14- tk MAX 3 i 1- ROOF SHT'G 0/ 2X ROOF RFTR, PER PLANOX6 STARTER BOARD -SHIPLAP- AT EXPOSED EAVES) 2- 2X4' FLAT LOOKOUT @ 32" O.C. NOTCH INTO FIRST RAFTER 3- B.N. 4- (2)- 16d @ EA. 2X4 5- A-35 0 2'-0" O.C. OR SEE SHEAR WALL SCHEDULE OR U,N.O. 6 2X STUDS @ 16" O,C. SEE SHEAR WALL SCHED. 7- SHEAR WALL PER PLAN FOR SHEAR TRANSFER WHERE OCCURS SHEAR WALLS 8- 2X BLK'G 48" O,C. FIRST BAY ONLY SHEAR TRANSFER ..,._-�._d...an...,._v_.,_..,r,m AT GABLE E N ED` 1 O-__.......--.,�... 4'-0" MIN. LAP (2) 16d STUD LAP TOP PLT. 16d @ 16" O,C. STUD MAX (8) 16d MIN & 4X4 HDR, MIN. 16d Q 2 O.C.FAC NAIL 2X TRIM KING S @ JAMB (2) 10d EA. SIDE TO PLT. 4" E ---(3) 16d E.N. TYP, 'R & UDS 16d E.N. TO 2X SILL TYP. T.N, @ STUD -. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------ It 101 PROVIDE 1X6 LET -IN BRAC'G (IF NO SHEAR WALLS OCCUR) 0 60 MAX.@ 45o MIN. W/ (3) 8d EA. END & EA. STUD BRACE EA. CORNER @ 25'O.C. MAX. PROVIDE 2X FIRE BLOCK WHERE WALLS EXCEED 10'H. & AT ALL CL'G & SOFFIT LINES 2X STUDS @ 16" O.C. 2X P.T.D F. SILL PLT. W/%" DIA. ANCHOR BOLTS W/ 7" EMBED'T PER FOUNDATION PLAN, PROVIDE A. B. @ 6'-0" O.C. & 4V2" MIN. / 12" MAX. FRM. SILL END BORED HOLES MAX 40X OF STUD WIDTH @ BEARING WALLS, 60/ MAX. Q NON -BEARING WALLS. MIN. NOTCHES- MAX. DEPTH 25;/OF STUD o WIDTH @ BEARING WALLS, 40Y MAX. NON -BEARING WALLS. STUD ff �Icol FRACTION OF STUD 2X4 2XIS 2X8 25/ D 7/8,, 13/a"1 Y8,, 40/ D 1%" 2l/s 3" 60/ D 2" 31/4" 41/4" NOTE: NOTCH & BORE NOT TO OCCUR ON SAME STUD WITHIN 36" OF EACH OTHER. 2001 CBC SECTION 2320.11.9- 232011.10 OUTER 1/3 MIDDLE 1/3 OUTER 1/3 OF SPAN OF SPAN 017 SPAN ONLY AT TOP OR SOT NO NOTCHES AT TOP OR BOT ALLOWED U.N.O. 1 D 1 _10 /Ji 0 OUTER 1/3 MIDDLE 1/3 OUTER 1/3 NOTCHING OF SPAN OF SPAN OF SPAN ONLY AT TOP OR SOT NO NOTCHES AT TOP OR SOT ALLOWED U.N.O. 0 0 -10 2X LARGEST _J BORE DIA. BORING MIN. FRACTION OF JOIST 2X6 2X8 2X10 2X12 2X14 D/6 7/� 1 17 2 200ICBC D/3 IV/4 2% 3" 3 -Y4 3 ,, ;LSECTION 2320.8.3 S BORED OR NOTCHED JOISTS I NTS �`d WdTA7 10% I (E) ROOF SH T'G T'G 2- E.N, 3- 2X BLOCKING (ALT.) 4- 2X CONT. 'SHAPED' W/ 16d 6" O.C. TO BLOCK- OR- WITH 2- 16d NAILS TO EACH RAFTER IN LIEU OF 2X BLOCKING. 5- 2X RAFTER 'CALIFORNIA' FRAMED 6- PLYW'D SHT'G PER PLAN i& -kAr- "t I- ST2115 9 48" O.C. IN LIEU OF 2X4 TIES 2- B.N. 3- 2X RIDGE BOARD 4- PLYW'D ROOF SHEATHING PER PLAN 5- ROOF RAFTERS PER PLAN 6- ZX4 43"'4- 7- sx co,1,-r Jo Tzt-,,A i za 8- CJ TIE PER PLAN W/ 16d TO RAFTER RIDGE r. NMA I RIDGE BOARD OR Hip RAFTER PER PLAN 2 RAFTER PER PLAN 3 4X4 KING POST 4 TOP PLATE 5 FLUSH BEAM WHERE OCCURS WITH PC 6 SIMP PC 7. 3- 16d F.N. TO RIPPED KING POST 1. CONC. FTG. PER PLAN 2, 5 BAR TOP & BOT MIN. SEE PLAN 3 2 OR 3X P.T.D.F. SILL PLATE PER PLAN @ A.B. PER PLAN 4- 2 OR 3X STUDS P 16" O-C. PER PLAN MIN_ W, EXISTING FOOTING 2. 'SIMP'EPDXY-TIE TO RFI3 #5X8 W/5" MIN. EMBEDMENT DEPTH TO CONC. AT 4 V2" MIN. FROM END, 12 " MIN. MIN. FROM EDGE. SPACED PER L FOUNDATION PLAN it �z 4- it L fZ. �7: NOTE. INDICATED EMBEDMENT INTO CONCRETE TO BE MAINTAINED AT RAISED FLOOR FOUNDATIONS FOOTING EXISTING FOO 2. 'SIMP. EPDXY TIE T iz, V c� 80 3/4"=1'-O" A.B. AT EXISTING FTN'G 1. 2X OR 3X STUDS PER PLAN & S.W. SCHEDULE 2. E.N. 3. B.N. 4. S.N. 5. PLYD SHT'G PER PLAN 6 2- 2X RAFTERS NAILED TOGETHER 7 2- 2X TOP PLT. 8. SIMP. A35 @ 16" O.C. 9. SIMP A35F @ 16" O.C. 10. CL'G JST. PER PLAN 11. WALL FINISH PER PLAN 12. SOLID BLK'G R Q 45 A. Fo I I-,Y4" MIN. _01t ANCHOR DIA. EMBED DEPTH EDGE DIST. LOAD CAP 10" 1-3/4" 7650 15" 1-3/4" 11200 Z LAJ 0 Q_ FLLJ LLj 1. SIMPSON HDA OR HD HOLDOWN PER PLAN 2, EXISTING CONC. FOOTING NOTES: A. CONT. INSPECTION REQUIRED 8. DRILL HOLES PER MANUF. SPECS. C. A307 THREATED RODS W/ SIMPSON SET EPDXY ICBO -5279 HOLDV. V.11"ll AT EXISTING FTN'G 111Q1i_011 L 2 4 4- + + 6 ROOF SHT'G 0/ 2X ROOF RFTR. (7 PER PLAN OX6 STARTER BOARD - SHIPLAP- AT EXPOSED EAVES) 2- B.N. 3- (50- 16d @ RFTR. TIE 4- 2X BLK'G W/ A-35 @ 16" O.C., U.N,O. 5- 2X CEILING JST. PER PLAN 6- DBL TOP PLATE PER PLAN 7- 2X STUDS @ 16" O.C. SEE SHEAR WALL SCHED, OR WD.BM. PER PLAN FOR SHEAR TRANSFER Q 8- SHEAR ALL PER PLAN SHEAR WALLS WHERE OCCURS SHEAR TRANSFER AT EAVE etc �M M_ Ul 8u a vtga .9 _2 9 1!! .4 r- .1 4P ir r-n 0 00 E 8 < >= tg @ W 0 Z go T CY @ Mr-W Z W 0 tx Q. to III D Ift to 0 to Z SITE. W W iL 0 Cc Z 0 0 ir 0 W Z 3: 0 d uJ Z tit 0 0 < Q Z Z 3: W I- - < I< W W P W I- - Z to ;F -- D 0 OWNER: 0 w w 3: 4 ir 0 in W Joe DESCRIPTION: 6 Z tt 4 - 111 gig iL Ci 0 Z 0 0 0 iX ui DRAWN: /(IC) ------- CHECKED: DATE: JOB NO: SHEET NUMBER: [D�