Wood Framing House DWG Detail for AutoCAD

Wood Framing House DWG Detail for AutoCAD

This house is a wood framing house with construction details

Drawing labels, details, and other text information extracted from the CAD file:

general electric, washer dryer standard size, white, floorplan, floor plan, gfi, recessed light, telephone, television, duplex outlet, ceiling mounted light fixture, legend, light fixture, smoke detector hard wire, water heater, mep, main electric panel, weather proof duplex outlet, above counter location, wall bracket mounted, light fixture, light fixture sensor, wall bracket mounted, fluorescent light, ceiling mounted light, fixture fluorescent, flu., elevations, foundation, gfi, ph., t.v., fl., amp., windows, building notes, the contractor shall provide and install rough plumbing and final for all specified fixtures and appliances and shall supply all such fixtures and appliances u.n.o. the contractor shall verify required location of all necessary access panels or and coordinate exact locations with architect prior to installation. the contractor shall deactivate all utility lines in contract area prior to start of work as after securing owner’s permission. the contractor shall provide all work shown on the drawings unless specifically noted as in the building shall comply with cbc chapter accessibility requirements at path of travel to area of and restrooms. before acceptance by the the completed construction shall be labels and all other touch up completed. contractor shall provide three sets of shop drawings to architect for design approval after he has reviewed them for coordination between and conformance with the contract documents. the contractor shall submit samples of finish materials to architect for approval prior to installation., min, min, min, title, compliance forms, august, shading devices, fins, exterior shading att., fenestration shgc, fenestration, area, tation, fenestration, skylight, right, rear, left, front, fenestration, insulation requirements for the prescriptive package., for prescriptive total and assembly are not required for wall that meets cavity, assembly, total value, sheathing insulation, cavity insulation, frame type wd wood stl steel, component type, slab edge, floor, roof, wall, building envelope insulation, yes, required for this submittal, radiant barrier in climate zones, floor one or, floor construction type:, number of dwelling units:, number of stories, front orientation in degrees from true north and circle, north south east west all orientations, front orientation:, one or, average ceiling height:, addition, single family, building type:, conditioned slab floor area, total conditioned floor area, general information, enforcement agency use only, field check date, plan check date, building permit, date, climate zone, telephone, compliance method or, documentation author, project address, project title, certificate of compliance: residential, special features extra sheets if new and d: sealed radiant barriers new installation requirements for radiant barriers in section of the residential new c: thermal mass new mass thickness and, for small gas storage water heaters inputs of less than or equal to electric and heat pump water list energy factor. for large gas storage water heaters input of greater than list rated recovery efficiency and standby loss. for instantaneous gas water list rated input and recovery efficienci

Raw text data extracted from CAD file:

General Electric Washer - Dryer - standard size White 8 8 2 6 \A1;23' \A1;18'-10" \A1;20' \A1;2' \A1;2' \A1;165' \A1;2'-5" \A1;16' \A1;23' \A1;18'-10" \A1;63'-11" \A1;42'-1" \A1;10' \A1;9'-7" \A1;2' \A1;5' \A1;13' \A1;16'-9" \A1;40' \A1;5' \A1;5' \A1;3' \A1;66'-1" \A1;4' \A1;8'-1" \A1;26' \A1;36' \A1;3' \A1;3'-6" \A1;50' \A1;66'-1" \A1;8'-11" \A1;4' \A1;8'-1" \A1;26' \A1;36' \A1;3' \A1;3' \A1;63'-11" \A1;3' \A1;165' \A1;1'-4" \A1;7'-4" \A1;62'-11" \A1;5' \A1;36' \A1;42' \A1;3'-6" \A1;7'-4" \A1;5' \A1;20' \A1;31'-1" \A1;22' \A1;31'-1" \A1;36' \A1;3'-1" \A1;1' \A1;5'-5" \A1;29'-7" \A1;4'-1" \A1;3' \A1;8'-9" \A1;20' \A1;4'-6" \A1;6'-9" \A1;12'-6" \A1;1'-4" \A1;1' \A1;1' \A1;1'-4" \A1;4'-3" \A1;165' \A1;51'-3" \A1;6'-3" \A1;6'-3" \A1;4' \A1;6" \A1;6" \A1;13'-3" \A1;8' \A1;5' \A1;6'-8" \A1;5' \A1;17'-11" \A1;5' \A1;2'-9" \A1;2'-5" \A1;6'-5" \A1;6" \A1;6" \A1;13'-3" \A1;6'-8" \A1;5' \A1;17'-11" \A1;15'-9" \A1;9'-5" \A1;1'-4" \A1;4'-3" \A1;18'-10" \A1;23' \A1;2'-5" \A1;18'-10" \A1;23' \A1;42'-1" \A1;10' \A1;9'-7" \A1;2' \A1;5' \A1;13' \A1;16'-9" \A1;40' \A1;5'-5" \A1;29'-7" \A1;4'-1" \A1;8'-9" \A1;20' \A1;4'-6" \A1;6'-9" \A1;12'-6" \A1;1'-4" \A1;1' \A1;1' \A1;22' \A1;20' \A1;31'-1" \A1;36' \A1;42' \A1;67'-1" \A1;31'-1" \A1;36' \A1;4'-3" \A1;4'-3" \A1;2' \A1;2' \A1;6" \A1;8' \A1;7'-10" \A1;1' \A1;16'-10" \A1;4'-5" \A1;4'-5" \A1;16'-10" \A1;1' \A1;7'-10" \A1;8' \A1;6" \A1;6" \A1;4'-5" \A1;16'-10" \A1;1' \A1;7'-10" \A1;8' \A1;6" \A1;8' \A1;7'-10" \A1;1' \A1;16'-10" FLOORPLAN A 102 FLOOR PLAN \A1;SCALE : \S1#4;" = 1'0" GFI S RECESSED LIGHT RECESSED LIGHT PH TELEPHONE TV TELEVISION DUPLEX OUTLET (GROUNDED TYPE) CEILING MOUNTED LIGHT FIXTURE LEGEND LIGHT FIXTURE SMOKE DETECTOR HARD WIRE S W/H WATER HEATER MEP MAIN ELECTRIC PANEL WEATHER PROOF DUPLEX OUTLET ABOVE COUNTER LOCATION WP WALL BRACKET MOUNTED LIGHT FIXTURE LIGHT FIXTURE W/PHOTO SENSOR WALL BRACKET MOUNTED PS D FLUORESCENT LIGHT CEILING MOUNTED LIGHT FIXTURE FLUORESCENT FLU. ELEVATIONS A 103 FOUNDATION A 104 \A1;51'-3" \A1;10'-2" \A1;5'-3" \A1;1'-0" \A1;8' \A1;8' \A1;15'-8" \A1;9'-0" \A1;6'-8" \A1;15'-8" \A1;9'-0" \A1;6'-8" \A1;38'-7" \A1;16'-2" \A1;20'-5" # \A1;6" \A1;22'-6" \A1;13' \A1;29'-1" \A1;19'-6" \A1;20' \A1;22'-6" \A1;2' \A1;2' \A1;20' \A1;19'-4" \A1;20'-2" \A1;13' \A1;5'-6" \A1;4'-7" \A1;5'-6" \A1;13'-6" ROOF&FRAMING A 105 XX XX \A1;6" # \A1;1'-0" \A1;2'-0" \A1;2'-0" \A1;1'-0" \A1;1'-0" \A1;1'-0" \A1;0'-6" \A1;1'-0" GFI WP F SD S PH. T.V. \A1;6'-5" \A1;6'-5" \A1;3'-3" \A1;0'-6" \A1;3'-5" \A1;9'-0" \A1;5'-6" \A1;3'-0" \A1;9'-6" FL. 20 amp. (N) WINDOWS BUILDING NOTES A 101.2 THE CONTRACTOR SHALL PROVIDE AND INSTALL ROUGH PLUMBING AND FINAL HOOK-UP FOR ALL SPECIFIED FIXTURES AND APPLIANCES AND SHALL SUPPLY ALL SUCH FIXTURES AND APPLIANCES U.N.O. THE CONTRACTOR SHALL VERIFY REQUIRED LOCATION OF ALL NECESSARY ACCESS PANELS (IN PARTITIONS, FLOORS, OR CEILINGS) AND COORDINATE EXACT LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. THE CONTRACTOR SHALL DEACTIVATE ALL UTILITY LINES IN CONTRACT AREA PRIOR TO START OF WORK AS NECESSARY, AFTER SECURING OWNER'S PERMISSION. THE CONTRACTOR SHALL PROVIDE ALL WORK SHOWN ON THE DRAWINGS UNLESS SPECIFICALLY NOTED AS "NOT IN CONTRACT". THE BUILDING SHALL COMPLY WITH CBC CHAPTER 11 ACCESSIBILITY REQUIREMENTS AT ENTRANCE, PATH OF TRAVEL TO AREA OF WORK, AND RESTROOMS. BEFORE ACCEPTANCE BY THE OWNER, THE COMPLETED CONSTRUCTION SHALL BE CLEANED, LABELS REMOVED, AND ALL OTHER TOUCH UP COMPLETED. CONTRACTOR SHALL PROVIDE THREE (3) SETS OF SHOP DRAWINGS TO ARCHITECT FOR DESIGN APPROVAL AFTER HE HAS REVIEWED THEM FOR CONSTRUCTIBILITY, COORDINATION BETWEEN TRADES, AND CONFORMANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL SUBMIT SAMPLES OF FINISH MATERIALS TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. \A1;3'-0" \A1;3'-0" \A1;8'-0" \A1;1'-8" \A1;1'-8" \A1;D \A1;D \A1;W \A1;6" MIN \A1;W \A1;6" MIN \A1;1' MIN \A1;1' \A1;1'-8" MIN TITLE 24 A 106 Compliance Forms August 2001 Shading Devices Overhangs/ Fins Exterior Shading Att. Fenestration SHGC Fenestration U-Factor 2 Area (ft ) Orien- tation Fenestration #/Type/Pos. Skylight Skylight Right Right Rear Rear Left Left Front Front FENESTRATION insulation requirements for the Prescriptive Package. For prescriptive compliance, Total R-Value and Assembly U-Factor are not required for a wood-framed wall that meets cavity R-value 1 Location/Comments (attic, garage, typical, etc.) 1 Assembly U-Factor 1 Total R- Value Sheathing Insulation R-Value Cavity Insulation R-Value Frame Type wd = wood stl = steel Component Type Slab Edge Floor Floor Roof Roof Wall Wall Wall BUILDING ENVELOPE INSULATION no yes Required for this submittal RADIANT BARRIER \H0.8333x;(required in climate zones 2, 4, 8-15) Slab/Raised Floor (circle one or both) Floor Construction Type: Number of Dwelling Units: Number of Stories (input front orientation in degrees from True North and circle one) North / South / East / West / All Orientations Front Orientation: Existing-Plus-Addition Multi-Family (check one or more) ft Average Ceiling Height: Addition Single Family Building Type: 2 ft Conditioned Slab Floor Area 2 ft Total Conditioned Floor Area GENERAL INFORMATION CF-1R (Page 1 of 3) Enforcement Agency Use Only Field Check / Date Plan Check / Date Building Permit # Date Climate Zone Telephone Compliance Method (Package or Computer) Documentation Author Project Address Project Title CERTIFICATE OF COMPLIANCE: RESIDENTIAL SPECIAL FEATURES \H0.9092x;(add extra sheets if necessary). \fTimes New Roman|b1|i0|c0|p18;Package C and D: TXVs, Sealed Ducts, Radiant Barriers \fTimes New Roman|b0|i0|c0|p18;(see installation requirements for radiant barriers in Section 8.13 of the 2001 Residential Manual). \fTimes New Roman|b1|i0|c0|p18;Package C: thermal mass \fTimes New Roman|b0|i0|c0|p18;(thermal mass type, covering, thickness and description). For small gas storage water heaters (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance, and heat pump water heaters, list Energy Factor. For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list rated input and recovery efficiencies. 1. 1 1 1 External Tank Insulation R-Value Standby Loss (%) Energy Factor or Recovery Efficiency Tank Capacity (gallons) Rated Input (kW or Btu/hr) Number in System Distribution Type Water Heater SYSTEM NAME WATER HEATING SYSTEMS Heating SEER Window U-Factor Window SHGC Climate Zone Alternative to Sealed Ducts and TXVs (see Package C or D Alternative Package Features for Project Climate Zone) OR Refrigerant Charge/Air Flow (climate zones 2 and 8-15 only) (Installer testing and certification and HERS Rater or field verification required) TXVs, readily accessible (climate zones 2 and 8-15 only) (Installer testing and certification and HERS Rater or field verification required) Sealed Ducts (all climate zones) (Installer testing and certification and HERS rater field verification required) SEALED DUCTS and TXVs (or Alternative Measures) Heat Pump Configuration (split or package) Thermostat Type Duct R-Value Duct Location (attic, etc.) Minimum Efficiency (SEER) Cooling Equipment Type (air conditioner, heat pump, evap. cooling) Heat Pump Configuration (split or package) Thermostat Type Duct or Piping R-Value Distribution Type and Location (ducts, attic, etc.) Minimum Efficiency (AFUE or HSPF) Heating Equipment Type (furnace, heat pump, etc.) Note: Input hydronic or combined hydronic data under Water Heating Systems, except Design Heating Load. HVAC SYSTEMS Compliance Forms August 2001 CF-1R (Page 2 of 3) Date Project Title CERTIFICATE OF COMPLIANCE: RESIDENTIAL (date) Telephone: (signature / stamp) Agency: Name: Title: Enforcement Agency (date) (signature) (date) (signature) Documentation Author Name: Title/Firm: Address: Telephone: Lic. #: Lic. #: Telephone: Address: Title/Firm: Name: Designer or Owner \H0.72x;(per Business and Professions Code) This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 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 sealing and TXVs requires installer testing and certification and field verification by an approved HERS rater. COMPLIANCE STATEMENT Compliance Forms August 2001 CF-1R (Page 3 of 3) Date Project Title CERTIFICATE OF COMPLIANCE: RESIDENTIAL * * * 6. Piping insulated between heating source and indirect hot water tank. 5. Cooling system piping below 55°F insulated. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 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 internal/external insulation. 2. First 5 feet of pipes closest to water heater tank, non-recirculating systems, insulated (R-4 or greater) 1. 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. 150(j): Pipe and tank insulation 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA OR ACCA. 110- 113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. Space Conditioning, Water Heating and Plumbing System Measures: 2. No continuous burning gas pilot lights allowed. c. Flue damper and control b. Outside air intake with damper and control a. Closeable metal or glass door 1. Masonry and factory-built fireplaces have: 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 150(f): Special infiltration barrier installed to comply with § \fTimes New Roman|b0|i0|c0|p18;151 meets Commission quality standards. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 2. Fenestration products (except field-fabricated) have label with certified U-Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 116-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 150(l) : Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 150(d): Minimum R-13 raised floor insulation in framed floors. 150(c): Miniumum R-13 wall insulation in wood framed walls or equivalent U-Factor in metal frame walls (does not apply to exterior mass walls). 150(b): Loose fill insulation manufacturer's labeled R-Value. 150(a): Minimum R-19 ceiling insulation. § § § § § § § § § § § § § § Building Envelope Measures: ENFORCEMENT DESIGNER DESCRIPTION Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. 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 on this checklist only. Compliance Forms August 2001 MF-1R (Page 1 of 2) MANDATORY MEASURES CHECKLIST: RESIDENTIAL §150 (k)2.: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in § 150(k)2.; and incandescent recessed ceiling fixtures are IC (insulation cover) approved. §150 (k)1.: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. Lighting Measures: §118 (f): Cool Roof material meet specified criteria §115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Non-electrical cooking appliances with pilot<150 Btu/hr) 3. Pool system has directional inlets and a circulation pump time switch. a. At least 36" of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 2. System is installed with: 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. §114: Pool and Spa Heating Systems and Equipment. 6. Protection of Insulation. Insulation shall be 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 cause degradation of the material. 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 4. Exhaust fan systems have back draft or automatic dampers. 3. Joints and seams of duct systems and their compnents shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Building cavities, support platforms for air handlers, and plenums 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 platforms may contain ducts. Ducts installed in cavities and suport platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. 1. All ducts and plenums installed, sealed and insulated to meet the requirement 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, tape, aerosol sealant, or other duct-closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. * §150(m): Ducts and Fans Space Conditioning, Water Heating and Plumbing System Measures: (continued) ENFORCEMENT DESIGNER DESCRIPTION Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. 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 on this checklist only. Compliance Forms August 2001 MF-1R (Page 2 of 2) MANDATORY MEASURES CHECKLIST: RESIDENTIAL 1 STORY RESIDENCE 2493 11TH STREET, RIVERSIDE. CA. 92507 12-21-2004 OC DRAFTING & DESIGN (626) 823 0861 PACKAGE "D" 9 1,456.00 9'-0" 1 wd R19 TYPICAL wd R30 ATTIC SLAB 186/1,555.00 = 11.96 % N- EAST 58.3 .35 N-WEST 53 S-WEST 6 S-EAST 73 1 STORY RESIDENCE 12-21-2004 2 1TORY RESIDENCE 12-21-2004 FURNACE 85% AFUE N/A AIR COND. 0.72 SEER 9 .35 .40 STANDARD GAS STD 50 RADIANT BARRIERS SOLUTIONS/MORE LIC. OWNER 1050 E. CYPRESS ST. SILVIA ORTIZ OC DRAFTING & DESIGN 1062 E. CYPRESS STREET COVINA, CA 91724 (R-30) YES YES YES YES NO .53 BUG SCREEN BUG SCREEN BUG SCREEN BUG SCREEN NO NO NO NO .35 .35 .35 .40 .40 .40 .40 (626) 823 0861 1,456.00 0 0 11.36 32.26 0.031 0.088 315 11 MIN. (626) 938 7001 COVINA, CA 91724 \A1;165' \A1;165' \A1;51'-3" \A1;12'-6" \A1;19'-0" \A1;9'-7" \A1;13'-0" \A1;16'-9" Bd NAILS @ 6" O/C A TYPICAL RIDGE CONNECTION B TYPICAL AT CALIFORNIA FRAMING C D FRAMING NOTES: 1. ALL NAILING SHALL BE COMMON NAILS. 2. FRAMING CONNECTORS PER ICBO APROVED SIMPSON´S BN: EDGE NAILING 3. BN: BOUNDARY NAILING 4. NOTCHES & BORED HOLES: 2. HOLES CLOSER THAN 5/8" TO EDGE OF STUD ARE CONSIDERED TO BE NOTICES. OF THE PARTITION. 1. NON-BEARING WALLS SUPPORT NO LOADS OTHER THAN THE WEIGHT 3. ONLY TWO CONSECUTIVE BEARING STUDS MAY BE DOUBLED AND BORED TO 60% OF WIDTH. MANUFACTURER, OTHER ICBO APPROVED SIMPSON'S ARE ALLOWED WITH EQUAL, OR LARGER ALLOWABLE LOAD VALUES. SN: SILL PLATE NAILING FN: FIELD NAILING SHEAR WALL PER PLANS WHERE REQUIRED VERTICAL STUDS 2 x 4 2 x 6 2 x 10 2 x 8 2 x 12 NOTCHES: BEARING WALLS NON-BEARING WALLS BORED HOLES BEARING WALLS 1 2 NON-BEARING & DBL. ESTUDS 3 4 MEMBERS HORIZONTAL REPETITIVE NOTCHES- END OF JOISTS EITHER END UP TO 1/3 FROM 5 BORED HOLES 6 25% W 7 40% W 40% W 7 60% W 7 1/4 D 8 1/6 D 8 1/3 D 8 7/8" 1-3/8" 1-3/8" 2-3/8" 7/8" 5/8" - 2-3/8" 1" 2-1/4" 1-3/8" 2-1/4" 1-3/8" 1-1/2" 9 2-1/2" 4-3/8" 1-1/4" 1-7/8" 2-7/8" 2-7/8" 1-7/8" 3-1/8" 5-5/8" 1-1/2" 2-3/8" 3-3/4" 3-3/4" 2-3/8" 3-3/4" 6-3/4" 1-7/8" 2-7/8" 4-1/2" 4-1/2" 2-7/8" 6. BORED HOLES ARE NOT PERMITTED WITHIN 2" OF TOP OR 5. NOTCHES ONE SIXTH THE DEPTH OF THE JOIST MAY BE IN THE TOP 4. REPETITIVE MEMBERS EQUAL 3 OR MORE PARALLEL MEMBERS AT A OR BOTTOM EDGE, BUT NEVER IN THE MIDDLE 1/3 OF THE SPAN. BOTTOM EGDE OF JOISTS. MAXIMIUM OF 24" O.C. 7. W = WIDTH OF STUD. 8. D = DEPTH OF JOIST OR RAFTER. 9. DIAMETER REDUCED DUE TO 2" EDGE REQUIREMENT, FOOTNOTE 6. SHOWN ON APPROVED PLANS. 10. NOTCHES IN BEAMS, POSTS AND CANTILEVERED JOISTS MUST BE THE TOP OF THE RAFTER OR CEILING JOIST NO FURTHER FROM 11. NOTCHES NOT EXCEEDING 1/3" OF THE DEPTH ARE PERMITTED IN THE FACE OF THE SUPPORT THAN THE DEPTH OF THE MEMBER. TYPICAL RIDGE CONNECTION 2X NAILER STUDS OR TOP PLATES "A35" PER BLOCK 2x SHAPED BLKG. CEILING JOISTS (6)-16d'S 2. DETAILS IS NOT APPLICABLE TO VAULTED CEILING TYPE OF CONSTRUCTION. 1. THIS ROOF FRAMING DESIGN REQUIRES THAT NOTES: CONTINUOUS 2X CEILING JOISTS BE PROVIDED AND ATTACHED TO EACH RAFTER AT THE TOP PLATE LINE PER DETAIL C SHEET RSD2.0 IN RIDGE PLYWD SHEATHING PER PLANS (TYPICALLY ONE SIZE LARGER THAN THE RAFTER) 2X RIDGE BM 2X BLKG TYPE OF CONSTRUCTION. 2. DETAILS IS NOT APPLICABLE TO VAULTED CEILING PLATE LINE PER DETAIL C SHEET RSD2.0 AND ATTACHED TO EACH RAFTER AT THE TOP CONTINUOUS 2X CEILING JOISTS BE PROVIDED 1. THIS ROOF FRAMING DESIGN REQUIRES THAT PER PLANS PLYWD SHEATHING NOTES: TO BLOCK Bd NAILS @ 6" O/C (6) -16d'S AT OVERLAP EN EN 2X CRIPPLE WALL @ 16" O/C EN ROOF JSTS./PLAN B.N. "A35" @ 24" O/C 2X RAFTERS W/ 2X BLKG @ 48" O/C W/ 8d NAILS @ 4" O/C CALIF. FRAMING (2X RAFTERS/PLANS) (2)-16d NAILS/RAFTER 2 x 2 MIN. FLAT W/ B.N. 2X CEILING JOISTS WHERE PARALLEL TO WALL SPLICE PER SCHED BEAM/PLAN \A1;20'-0" \A1;20'-0" \A1;8" \A1;6" MINIMUM \A1;2'-0" \A1;1'-0" \A1;1'-0" \A1;OPENING HEIGHT \A1;MINIMUM CEILING HEIGHT \A1;MINIMUM HEADROOM \A1;VERTICAL TRACK DOOR HEIGHT-8" \A1;45° \A1;12" RADIUS HORIZONTAL TRACK LENGTH (BACKROOM: DOOR HEIGHT + 18") 130 2-SST8S8 2-5/8 10-SDS 1/4X6 5.75 90 105 2-SST8S8 2-5/8 10-SDS 1/4X6 4 90 117 2-SST8S8 2-5/8 10-SDS 1/4X6 5.75 78 95 2-SST8S8 2-5/8 10-SDS 1/4X6 4 78 120 2-SST8S8 2-5/8 8-SDS 1/4X6 5.75 90 95 2-SST8S8 2-5/8 8-SDS 1/4X6 4 90 22 22 22 22 16 16 SW 22X8-6 SW 22X8-4 SW 22X7-6 SW 22X7-4 SW 16X8-6HD 112 2-SST8S8 2-5/8 8-SDS 1/4X6 5.75 78 16 90 2-SST8S8 NUMBER OF MUDSILL ANCHOR BOLTS 2-5/8 8-SDS 1/4X6 SW 16X7-6HD ASSEMBLED WALL WT (LBS) NUMBER OF HOLDOWN ANCHOR BOLTS NUMBER OF FASTENERS IN TOP OF WALL 4 78 16 SW 16X8-4HD SW 16X7-4HD T (IN) H (IN) W (IN) MODEL SET UP GARAGE PORTAL WALL TABLE *1.2" SHIM PROVIDED WITH WALL 8'-1 1/2" 8'-1" 7" 8'-0 1/2" 8'-0" 6" 7'-1 1/2" 7'-1" 7" 7'-0 1/2" 7'-0" 6" SW 22X8-6 SW 16X8-6HD SW 22X8-4 SW 16X8-4HD SW 22X7-6 SW 16X7-6HD SW 22X7-4 SW 16X7-4HD WITH SHIM* W/O SHIM* H CURB MODEL GARAGE HEADER ROUGH OPENING HEIGHT \A1;W \A1;6" MIN \A1;D FIRE PROTECTION: MISCELLANEOUS: DRAFT STOPS SHALL BE PROVIDED WITHIN A CONCEALED FLOOR-CCEILING ASSEMBLY FORMED OF COMBUSTABLE CONSTRUCTION. (1000 S.F. & 60'MAX.) DRAFT STOPS SHALL BE PROVIDED WITHIN ATTICS, MANSARDS, OVERHANGS AND SIMILAR CONCEALED SPACES FORMED OF COMBUSTIBLE CONSTRUCTION. IN A DUPLEX, SHOW DRAFT SEPARATION BETWEEN UNITS IN THE ATTICS TYPE V BUILDINGS IN FD II SHALL HAVE 1 HOURS EXTERIOR WALLS PER 91.7206.2 EXCEPT WALLS FACING A 60 FOOT YARD. IF REQUIRED PER CODE, PROVIDE FIRE SPRINKLERS THROUGHOUT. TEH SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBING DIVISION PRIOR TO INSTALLATION. MEMBERS PROVIDING VERTICAL SUPPORT FOR CONTRETE OR MASONRY IN UPPER STORY REQUIRE 1 HOUR FIRE RESISTIVE PROTECTION. BUILDINGS MORE THAN 2 STORIES IN HEIGHT: A SPRINKLER SYSTEM IS REQUIRED FOR A FOUR-STORY, TYPE V BUILDING. 2X6 OR 3X4 MINIMUM SIZE STUDS AT 16" O.C. REQUIRED FOR FIRST STORY BEARING WALLS. ROOF NAILING MUST BE DESIGNED FOR WIND UPLIFT WHEN THE MEAN ROOF HEIGHT EXCEEDS 35 FEET. \A1; HIGH WIND AREA: FOR STRUCTURES IN HIGH WIND AREA, PROVIDE THE FOLLOWING PER P/BC 2001-16 A. 30# FELT UNDERLAYMENT ATTACHED TO THE ROOF DECK WITH 1" HEADED NAILS, OR NAILS DRIVEN THROUGH TIN CAPS. B. DESIGN GLASS THICKNESS PER T-24-A C. ANCHOR POSTS WITH 2\S1#2;" BOLTS. D. DESIGN ROOF OVERHANG FOR 15 PSF UPLIFT OR AS REQUIRED ON T16-H WHICHEVER IS RESTRICTIVE. PROVIDE PLANTER BOX DETAIL SHOWING A 2" AIR SPACE FROM WALL TO PLANTER. PROVIDE DAMP-PROOFING FOR ALL WALLS BELOW GRADE THAT ENCLOSE USABLE SPACE. (PROVIDE RR OR ICBO FOR MEMBRANE) PROVIDE ULTRA FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION. PROVIDE 12" CELARANCE UNDER FLOOR GIRDERS AND 18" CLEARANCE UNDER FLOOR JOISTS. SHOW MINIMUM 18"X24" UNDER FLOOR ACCESS OPENING. PROVIDE 70 INCH HIGH NON-ABSORENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER-RESISTANT METERIALS FOR SHOWER ENCLOSURE. PROVIDE 32" WIDE DOORS TO ALL INTERIOR ACCESSBILE ROOMS. A FIRE RETARDANT ROOF COVERING IS REQUIRED. PROVIDE A COMPLETE DESCRIPTION ON PLANS. CLASS A ROOF COVERING IS REQUIRED FOR ALL BUILDINGS LOCATED IN A MOUNTAIN FIRE DISTRICT OR FIRE BUFFER ZONE. 05 THE CONTRACTOR SHALL FURNISH AND INSTALL ALL PARTITIONS INDICATED ON THE DRAWINGS. PARTITION DIMENSIONS ARE FINISH FACE TO FINISH FACE O.N.O.. CENTER LINE OF PARTITION SHALL ALIGN WITH CENTER LINE OF MULLION WHERE OCCURS. THE CONTRACTOR SHALL USE CORNER BEADS AT ALL EXPOSED CORNERS AND EXPOSED ENDS IN PLASTER AND DRYWALL PARTITIONS. ALL PARTITIONS SHALL BE ANCHORED PER MANUFACTURERS' SPECIFICATIONS AND AS REQUIRED BY APPLICABLE BUILDING CODES. THE CONTRACTOR SHALL SUPPLY ALL RETURN AIR OPENINGS IN SLAB TO SLAB PARTITIONS ABOVE CEILINGS AS REQUIRED ALL OPENINGS IN DEMISING AND SOUND PARTITIONS SHALL HAVE SOUND BOOTS AND ALL OPENINGS IN FIRE PARTITIONS SHALL HAVE FIRE DAMPERS AS REQUIRED BY LOCAL BUILDING CODES. THE CONTRACTOR SHALL PROVIDE SUFFICIENT FRAMING IN PARTITIONS FOR ALL DUCT WORK. RETURN AIR OPENINGS AND GRILLS ABOVE AND BELOW CEILINGS SHALL BE COORDINATED WITH MECHANICAL ENGINEERING DRAWINGS AND MECHANICAL CONTRACTOR'S SHOP DRAWINGS. ALL OPENINGS SHALL BE PROPERLY SEALED FOR SOUNDPROOFING AND AGAINST VIBRATION. THE CONTRACTOR SHALL PROVIDE AND INSTALL ACCESS PANELS AS REQUIRED FOR MECHANICAL, ELECTRICAL, AND PLUMBING INSTALLATIONS PER APPLICABLE BUILDING CODES. CONTRACTOR SHALL COORDINATE TYPE AND LOCATION OF ACCESS PANELS WITH ARCHITECT PRIOR TO INSTALLATION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DEVIATION FROM DIMENSIONS OR CLEARANCES INDICATED ON PLANS REQUIRED DUE TO FIELD CONDITIONS. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL PLUMBING ROUGH-INS, FIXTURES, AND ACCESSORIES INDICATED IN THE DRAWINGS. THE PLUMBING CONTRACTOR SHALL SUBMIT CUTS OF ALL NEW FIXTURES, FITTINGS, AND ACCESSORIES TO ARCHITECT FOR REVIEW. THE PLUMBING CONTRACTOR SHALL COORDINATE AND INSTALL HIS WORK IN ACCORDANCE WITH MANUFACTURERS' SPECIFICATIONS. BEFORE COVERED UP OR BUILT-IN, ALL PIPING SHALL BE TESTED AND INSPECTED AS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS FROM HIS OWN AND HIS SUBCONTRACTORS' WORK AND PROVIDE FOR ITS REMOVAL FROM THE JOBSITE. THE CONTRACTOR SHALL EXERCISE STRICT DUST CONTAINMENT CONTROL TO PREVENT DIRT OR DUST FROM LEAVING THE J0BSITE. THE CONTRACTOR SHALL PROVIDE PROTECTION DURING SITE WORK, DEMOLITION, AND CONSTRUCTION. THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING CONSTRUCTION, STRUCTURE, OR EQUIPMENT SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER, AT THE EXPENSE OF THE CONTRACTOR. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION FOR HIS WORK UNTIL COMPLETION OF CONTRACTED WORK. THESE DRAWINGS, NOTES, AND SCHEDULES CONVEY THE DESIGN INTENT. THE HIGHEST POSSIBLE QUALITY OF WORKMANSHIP, MATERIAL, AND EQUIPMENT SHALL BE USED. THE CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DRAWINGS ON SITE DURING ALL CONSTRUCTION PHASES FOR THE USE OF ALL TRADES. THE CONTRACTOR SHALL SEE THAT ALL SUBCONTRACTORS RECEIVE COMPLETE SETS OF CONSTRUCTION DRAWINGS, OR ASSUME FULL RESPONSIBILITY FOR COORDINATION OF WORK WHEN COMPLETE SETS ARE NOT AVAILABLE TO SUBCONTRACTORS. ALL REQUIRED EXITS, WAYS OF APPROACH THERETO, AND WAYS OF TRAVEL FROM THE EXIT INTO THE STREET SHALL CONTINUOUSLY BE MAINTAINED FREE FROM ALL OBSTRUCTIONS AND IMPEDIMENTS FOR EGRESS IN CASE OF FIRE OR OTHER EMERGENCY. DURING THE ENTIRE PERIOD OF DEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE BLOCKING, BACKING, FRAMING HANGERS, OR OTHER SUPPORT FOR ALL FIXTURES, EQUIPMENT, CABINETRY, FURNISHINGS, AND ALL OTHER ITEMS AS REQUIRED. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING THEIR DEFINITION, THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION. ALL ITEMS ARE NEW UNLESS NOTED OTHERWISE. CONTRACTOR SHALL ENSURE THAT INSTALLATION METHODS CONFORM TO ALL BUILDING CODE REQUIREMENTS. THE MATERIALS SPECIFIED ARE INTENDED TO MEET CODE REQUIREMENTS. ANY DISCREPANCY BETWEEN THE CONSTRUCTION DOCUMENTS AND CODE REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY BY THE CONTRACTOR, AND PRIOR TO PERFORMANCE OF SPECIFIED WORK. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. LARGE SCALE DETAILS GOVERN OVER SMALLER SCALE DETAILS. 24. 25. 22. 23. 21. 19. 20. 18. 17. 15. 16. 14. 13. \A1;EXTERIOR POSTS LOCATED ON A SLAB SHALL BE AT LEAST 1" ABOVE FLOOR/SLAB AND 6" ABOVE EXPOSED EARH. ISOLATE PIERS MUST BE 8" ABOVE EXPOSED EARTH. AS AN ALTERNATE, USE PRESSURE TREATED POSTS. SHOW ON ELEVATIONS A MINIMUM OF \S1#4; INCH PER FOOT ROOF SLOPE FOR DRAINAGE OR DESIGN TO SUPPORT ACCUMULATED WATER. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES-WHETER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES. 22. 21. ATTIC (WITH OVER 30" HEADROOM) MUST HAVE ACCESS OPNING (22"X30" MIN). GLASS SKYLIGHT SHALL COMPLY WITH 91.2409. PLASTIC SKYLIGHT SHALL COMPLY WITH 91.2603.7.1 PROVIDE VENEER DETAILS. SHOW METHOD OF ANCHORAGE, SIZE AND SPACING OF ANCHORS, AND TYPE OF BACKING. A CORROSION RESISTANT WEEP SCREED IS REQUIRED BELOW THE STUCCO A MINIMYM OF 4" ABOVE EARTH OR 2" ABOVE PAVED AREA. PROJECTIONS BEYOND EXTERIOR WALL SHALL NOT EXTENDMORE THAN 12" INTO AREAS WHERE OPENINGS ARE PROHIBITED (IE. WITHIN 3' FROM A PROPERTY LINE EAVES OVER REQUIRED WINDOWS SHALL NOT BE LESS THAN 30" FROM THE SIDE OR REAR PROPERTY LINES. 17. 20. 19. 18. 16. 15. 14. 10. 12. 13. 11. 8. 9. 7. 09 10 07 08 06 ALL WORK PERFORMED BY THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF MUNICIPAL, LOCAL OR FEDERAL AND STATE LAWS AS WELL AS ANY OTHER GOVERNING REQUIREMENTS, WHETHER OR NOT SPECIFIED ON THE DRAWINGS. WHERE THE CONTRACT NOTES OR DRAWINGS CALL FOR ANY WORK OF A MORE STRINGENT NATURE THAN THAT REQUIRED BY THE BUILDING CODE OR ANY OTHER DEPARTMENT HAVING JURISDICTION OVER THE WORK, THE WORK OF THE MOST STRINGENT NATURE CALLED FOR BY THE CONTRACT, CONSTRUCTION NOTES, OR DRAWINGS SHALL BE FURNISHED IN ALL CASES. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LEGALLY REQUIRED APPROVALS AND PERMITS NECESSARY FOR THE EXECUTION AND COMPLETION OF HIS WORK. FORWARD COPIES OF EXECUTED PERMITS TO ARCHITECT. THE CONTRACTOR IS WHOLLY RESPONSIBLE FOR THE COORDINATION AND SCHEDULING OF THE WORK FOR ALL SUBCONTRACTORS, CRAFTSMEN, AND TRADESMEN REQUIRED TO COMPLETE THE JOB. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF HE CANNOT COMPLY WITH ALL REQUIREMENTS CALLED FOR ON THESE DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS BETWEEN THE DRAWINGS, THESE NOTES, AND FIELD CONDITIONS, AND REQUEST CLARIFICATION BEFORE COMMENCING ANY WORK. EACH CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE RELATING TO THE WORK OF EACH TRADE. NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA EXPENSE OR EXTENSION OF TIME DUE TO CONTRACTOR'S FAILURE OR NEGLIGENCE IN COMPLETELY EXAMINING THE JOBSITE. THE GENERAL CONTRACTOR, SUBCONTRACTORS, AND ANY OTHER CONTRACTOR INVOLVED IN THIS PROJECT SHALL TAKE NOTE THAT ANY COSTS DUE TO DEFECTIVE AND/OR ILL-TIMED WORK AS A RESULT OF, BUT NOT LIMITED TO, INFERIOR WORKMANSHIP OR MATERIALS AND/OR IMPROPER SCHEDULING OR DELINQUENT ORDERING, SHALL BE BORNE BY THE PARTY RESPONSIBLE. 12. 11. 10. 9. 8. 7. 5. 6. 4. 3. GENERAL NOTES 2. 1. FLOORS AND LEVELS \A1;IN BUILDINGS AND FACILITIES, FLOORS OF A GIVEN STORY SHALL BE A COMMON LEVEL THROUGHOUT, OR SHALL BE CONNECTED BY PEDESTRIAN RAMPS, PASSENGER ELEVATORS OR SPECIAL ACCESS LIFTS. (1120B.1) GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS AND SPACES, INCLUDING FLOORS, WALKS, RAMPS, STAIRS AND CURB RAMPS, SHALL BE STABLE, FIRM AND SLIP RESISTANT. (1120B.2 &1124B.1) CHANGES IN LEVEL UP TO \S1/4;" MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. (1124B.2, FIG 11B-5E (C)) CHANGES IN LEVEL BETWEEN \S1/4;" AND \S1/2;" SHALL BE ACCOMPLISHED BY MEANS OF A RAMP NO STEEPER THAN 1 VERTICAL TO 2 HORIZONTAL. (1133B.2.4.1 &1003.3.1.6.1a, 1124B.2 FIG 11B-5E(d)) PARTITION NOTES 6. 4. 5. 3. 2. 1. 4. 3. 2. 1. 04 02 03 01 09 08 07 06 05 04 03 02 GENERAL NOTES CONT. DAMAGE TO WORK SHALL BE REPAIRED BY THE TRADE WHOSE WORK IS DAMAGED AND CHARGED TO THE PARTY RESPONSIBLE FOR THE DAMAGE. PROVIDE WATER RESISTANT GYPSUM BOARD IN ALL TOILETS ROOMS. CONTRACTOR TO INFORM ARCHITECT WHEN CHALKLINE LAYOUT OF PARTITIONS IS COMPLETED SO THAT IT CAN BE VERIFIED AND ANY REQUIRED CHANGES MADE PRIOR TO CONSTRUCTION. 28. 27. 26. 01 WATER HEATER BRACES 3/4" x 24 GAUGE PLUMBER'S TAPE (PERFORATED METAL STRAP) HEATER WATER FLEXIBLE WATER PLUMBER'S TAPE ENCIRCLE TANK ONE FULL WRAP FROM FRONT AND BACK WITH PLUMBER'S TAPE (4 PIECES TOTAL) ELEVATION CONNECTION FLEXIBLE GAS DETAIL W/2" MIN. EMBEDMENT 1/4" d EXP. ANCHORS PLAN NOT TO SCALE DETAIL WATER HEATER FIRST STUD NOT BEHIND HEATER 12" MAX. 1" MIN. FROM COMBUSTIBLE MATERIAL TYPICAL MASONRY WALL CONCRETE OR SCREEN WFLAT 1/4"d x 3" LAG WASHER WOOD STUD ALL EXTERIOR OPENINGS SHALL BE CONSIDERED SECURITY OPENINGS AND COMPLY WITH. SEC. 91.6711 AS APPLICABLE WOOD FLUSH-TYPE DOORS SHALL BE 1 3/8" THICK MINIMUM WITH SOLID CORE CONSTRUCION. DOOR STOPS OF IN SWINGING DOORS SHALL BE OF ONE-PIECE CONSTRUCTION WITH THE JAMB OR JOINED BY RABBET TO THE JAMB GLAZED OPENINGS WITHIN 40" OF DOOR LOCKS WHEN THE DOOR IS IN THE CLOSED POSITION SHALL BE FULLY TEMPERED HINGES ACCESSIBLE FROM THE OUTSIDE SHALL HAVE A NON-REMOVABLE HINGE PINS, AND 1/4" DIA STEEL JAMB STUDS PER SEC91.6711(E) AND STRIKE PLATES WITH SCREWS NO LESS THAN 2-1/2" LONG PER SEC 91.6711 (E,G) CYLINDER GUARDS SHALL BE INSTALLED ON ALL CYLINDER LOCKS PER SEC 91.677 (F) SLIDING 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 OP PARTIALLY OPEN POSITION. 91.6712 & 6722 (A) DEADBOLTS SHALL HAVE HARDENED INSERTS; DEADLOCKING LATCH WITH KEY-OPERATED LOCKS ON EXTERIOR; LOCKS OPENABLE WITHOUT KEY, SPECIAL KNOWLEDGE OR SPECIAL EFFORT ON INTERIOR. DEADBOLTS SHALL HAVE A MIN. THROW OF 1" AND AN EMBEDMENT OF NOT LESS THAN 5/8", AND A HOOK-SHAPED OR EXPANDING-LUG DEADBOLT SHALL HAVE A MINIMUM THROW OF 3/4". 91.6711. WATER HEATERS SHALL BE STRAPPED AND BRACED IN ACCORDANCE WITH SEC 1310 OF THE UNIFORM PLUMBING CODE, SEC 91.1215, AND AB 1890 TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION. WATER HEATERS INSTALLED IN GARAGES SHALL BE ON ELEVATED NOT LESS THAN 18" ABOVE THE FLOOR WATER CONSERVATION NOTES PROVIDE LOW CONSUMPTION WATER CLOSETS FOR ALL NEW CONSTRUCTION PROVIDE LOW CONSUMPTION SHOWERS AND LAVATORY FAUCETS FOR NEW CONSTRUCTION WATER HEATER NOTES 1. 5- 4- 3- 2- 7- 5- 6- 4- SECURITY NOTES 3- 2- 1. \A1;6'-3" \A1;2'-0" \A1;2'-0" \A1;2'-0" \A1;1'-6" \A1;2'-0" \A1;1'-6" \A1;1'-2" \A1;1'-6" \A1;1'-11" \A1;3'-0" \A1;1'-6" \A1;1'-2" \A1;8'-0" \A1;1'-6" \A1;3' \A1;1'-6" \A1;3' \A1;1'-6" \A1;2' \A1;1'-6" \A1;2' \A1;20'-0" \A1;W \A1;6'-0" \A1;2'-0" \A1;1'-6" \A1;4'-5" \A1;4'-0" \A1;4'-0" \A1;5'-0" \A1;1'-6" \A1;2'-0" \A1;3'-2" \A1;4'-9" \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; %%< 5 0 8 5 6 SLD 5 TWO CAR GARAGE 2 6 0 8 2 6 8 8 3 6 0 8 CLOSET 2 6 8 8 BEDROOM BEDROOM BEDROOM CLOSET KITCHEN DINING LIVING BATH BATH 5 5 5 0 0 4 4 SLD 0 0 4 4 SLD 4 4 SLD 0 0 3 3 SLD 0 0 0 0 6 4 SLD 0 8 7 6 SD 2 6 8 8 5 5 5 3 3 SLD 0 0 0 0 3 2 SLD 3 2 SLD 0 0 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ROOF SLOPE ROOF SLOPE ROOF SLOPE ROOF SLOPE ROOF SLOPE ROOF SLOPE ROOF SLOPE FRONT YARD CONC. DRIVEWAY 5 5 5 5 5 ROOF SLOPE BACK YARD SET BACK SET BACK SET BACK 5 5 5 5 CLOSET CLOSET 5 5 5 5 5 5 5 5 5 5 5 5 5 5 11 TH ST. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 HALLWAY 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CLOSET CLOSET 5 5 5 5 5 5 5 5 5 5 5 5 0 0 2 2 SLD 3 2 SLD 0 0 0 0 3 3 SLD General Electric Washer - Dryer - standard size White 8 8 2 6 T.V. 16 6 0 8 6 4 SLD 0 0 0 0 3 3 SLD 0 0 4 4 SLD 4 4 SLD 0 0 4 4 SLD 0 0 5 5 BATH BATH A.F.U. BEDROOM#1 12'6"X19' CEILING:8'0"/DRYWALL FLOOR CARPET+PAD 8 8 2 6 CLOSET 0 8 3 6 8 8 2 6 TWO CAR GARAGE 19'X22' (CONC.SLAB) 5 5 6 SLD 0 8 5 5 5 5 5 5 5 5 5 4 SLD 0 0 3 5 HUNG 5 4 SLD 0 0 0 0 5 0 0 5 2 5 HUNG 0 0 2 5 HUNG 0 0 0 0 2 5 HUNG 0 0 2 5 HUNG 5 5 SOUTH- EAST ELEVATION \A1;SCALE : \S1#4;" = 1'0" T.O.P. 5 1ST FLOOR. FG. 5 5 5 5 5 T.O.P. SOUTH- WEST ELEVATION \A1;SCALE : \S1#4;" = 1'0" T.O.P. T.O.P. 5 5 5 5 5 FG. 1ST FLOOR. 5 \A1;SCALE : \S1#4;" = 1'0" NORTH- WEST ELEVATION T.O.P. T.O.P. 5 5 5 5 5 5 FG. 1ST FLOOR. \A1;SCALE : \S1#4;" = 1'0" NORTH- EAST ELEVATION 1ST FLOOR. FG. 5 5 5 5 5 T.O.P. SCALE : 1/8" = 1'0" PLOT PLAN 8 8 2 6 8 8 2 6 FRONT YARD CONC. DRIVEWAY BACK YARD 11 TH ST. 5 5 5 MEP FTG R-30 INSULATION R-13 INSULATION FTG (N) BEDROOM 1/2" PLYWOOD SHEATHING W/8D @6"/6"/12"O.C (E) GROUND FLOOR 2X10 RIDGE BEAM (E) LIVING ROOM SIMPSON MSTA36 @ 48" O.C. 2X10 RAFTERS @ 16" O.C. CEILING JOISTS (2 X 8)@ 16" O.C. 2x TOP DBL. PL. 2x TOP DBL. PL. (WHERE OCCURS) PLYWOOD (U.N.O.) 2x4 @ 16" O.C. 2x STUDS @ 16" O.C. 5 5 CROSS SECTION 5 5 (E) FIRST FLOOR (N) CEILING (N) TOP ROOF 5 5 5 (N) FIRST FLOOR (N) CEILING (N) TOP ROOF 5 5 5 5 2 X 8" RAFTERS @ 16" O.C. 2X10 RIDGE BEAM 2 X 8" CJ @ 16" O.C. R30 CEILING INSULATION CLASS "A" FIRE RATING (E) DINING ROOM (N) BEDROOM C L O S E T (N) SLIDING DOOR 1/2" PLYWOOD SHEATHING W/8D @6"/6"/12"O.C (N) R-19 F.G. Insulation HEADER 2x STUDS @ 16" O.C. 2x TOP DBL. PL. (N) R-19 F.G. Insulation 2x STUDS @ 16" O.C. 2x TOP DBL. PL. CROSS SECTION 1 - 1 5 2 X 8" FJ @ 16" O.C. R19 INSULATION 4 X 8 GIRDER CONCRETE SLAB (N) RAISED FOUNDATION 2 X 8" CJ @ 16" O.C. CALIFORNIA FRAMING NEW RAISED FOUNDATION (E) CONCRETE SLAB FOUNDATION (N) WINDOWS 4X6 HDR 4x6 HDR 4X6 HDR 4X6 HDR 4X6 HDR 4X6 HDR 5/8" DRYWALL TIPE "X" 1-HR FIRE RATED FROM FOUNDATION TO ROOF SHEATHING. 4X6 HDR 4x8 HDR 4X4 HDR 4X4 HDR 4X10 BEAM STRUC. 4X6 HDR 4X6 HDR 4X4 HDR 4X4 HDR 4X4 HDR 4X4 HDR 4X4 HDR 4X6 HDR 4X6 HDR 4X4 HDR 4X16 HDR 4X6HDR 4X6 HDR 4X4 HDR 4X8 BEAM STRUC. 4X8 BEAM 4X8 BEAM 105 F 105 F 10d NAILS AT 6, 6, 12' (P.I. = 32/16) 3/4" CDX T&G PLYWOOD, GLUENAILED TYPICAL FLOOR SHEATING SEE PLANS TYPE LENGHT OF ORIENTED STRAND BOARD SHEAR WALL PANEL SCHEDULE A THICKNESS BOUNDARY PLY EDGES INTERMEDIATE REMARKS 1/2 10D @ 4" O.C DO DO PLYWOOD NAILING 10D @ 4" O.C 10D @ 12" O.C VALUE MAXIMUM 332(PLF) WALL SLAB IN GRADE FOUNDATION NOTES:IN GRADE FOUNDATION NOTES: \L 1.Concrete slab to be 3 1/2"concrete slab with 6"x6"x#10/#10 E.W.W.M. over sand & 6" mil. visquine membrane. Contractor to provide expansion joints. 2.Anchor bolts to be 5/8" dia. x 13" bolts, embedded 7" min. into footing wall and spaced at 4'-0" O.C. starting within 12" of sill ends, with 1/4" x 2 1/2" x 2 1/2" washer plates (unless noted otherwise on shear wall schedule). 3.All hold-down hardware must be secured in place prior to foundation inspection (ubc 1628.7) 4.Hold-down connector bolts into wood framing required approved plate washers; and hold-downs shall be tightened just prior to covering of the wall framing (UBC 2314.5.6) 5.Foundation anchor bolts in walls with lateral loads greater than 300 pounds per foot shall have an approved plate washer under each nut;and the nuts shall be tightened just prior to covering the wall framing (UBC 2314.5.7) 6.All bolt holes shall be drilled a maximun of 1/16" oversized (inspector to verify). \L4" CONCRETE SLAB \lW/ #4 REBARS @ 16" o.c. 2" SLAND MOISTURE BARRIER NOT REQ'D OVER COMPACTED SOIL. \L3 1/2" CONCRETE SLAB \lW/ #3 REBARS @ 16" o.c. BOTH WAYS 2" SLAND & MOISTURE BARRIER. \L3 1/2" CONCRETE SLAB \lW/ #3 REBARS @ 16" o.c. BOTH WAYS 2" SLAND & MOISTURE BARRIER. 5 \L3 1/2" CONCRETE SLAB \lW/ #3 REBARS @ 16" o.c. BOTH WAYS 2" SLAND & MOISTURE BARRIER. 5.Exterior wall R-13 insul Ceiling area R-30 insul. 6.New overhang to match existing. 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 LIGHTWEIGHT ROOF TILE STUCCO STUCCO TRIM 12 5 DECORATIVE COLUMN BY OWNER CHOICE GARAGE DOOR WOOD DOOR STUCCO STUCCO STUCCO TRIM GLASS DOOR(SDL) STUCCO TRIM 2X-EAVE BOARD 2X-EAVE BOARD 5 12 12 5 12 5 PRECAST ORNAMENTTAL DETAIL PRECAST ORNAMENTTAL DETAIL CULTURAL STONE VENEER CULTURAL STONE VENEER ORNAMENTAL MOLDING ORNAMENTAL MOLDING CULTURAL STONE VENEER ORNAMENTAL MOLDING A106 1 A106 1 5 L =8'-9" A MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A A L=3'-2" A L=4'-5" A L=4'-0" A L=15'-3" L=4'-11" A L=4'-7" A L=11'-8" A L=6'-11" A L=7'-5" A A L=7'-11" A L=13'-3" L=9'-6" A L=19'-0" A L=9'-0" A A L=5'-0" A A L=6'-0" A L=4'-1" A L=6'-6" A L=29'-0" A L=7'-7" A L=8'-2" A L=4'-3" A L=4'-3" 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A XX XX 5 XX XX XX XX 4X6 POST 24X24"PAD- 12" DEEP 5 5 4X6 POST 24X24"PAD- 12" DEEP 5 5 5 XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX 5 5/8"DIA X 10" LONG FOUNDATION BOLTS 48" OC AND 12" FROM ALL CORNERS/OR ENDS 5 2 CAR GARAGE 14'-2" X 13'-3" CEILING: DRYWALL FLAT FLOOR: TILE LIVING ROOM FIREPLACE 3 2 3 2 2 D PH. PH. T.V. DINING ROOM 14'-5" X 9'-5" CEILING: DRYWALL FLAT FLOOR: TILE C O U N T E R T O P 20 amp. 20 amp. 20 amp. 20 amp. 8 8 2 6 8 8 2 6 3 5 HUNG 8 8 2 6 CLOSET 5 5 5 5 5 5 5 5 5 2 FL. 2 2 T.V. PH. PH. T.V. PH. T.V. 100 AMP. ELECTRICAL SERVICE PANEL A000 A A000 A A000 A A000 A A000 A A000 A A105 A A105 A A105 A A105 A (N) WINDOWS 37.Provide Title 24 Energy Calculations which are "WET" signed by the person who prepared them. Copies of the MF-1R and CF-1R Energy Calculation forms must reproduced on the plans. 38.All new residences constructed in the City of Riverside must be equipped with automatic fire sprinklers per Municipal Ordinance #6019. Indicate on the plans that this requirement will be complied with. 39.The water closet stool in all occupancies shall be located in a clear space not less than 30 inches in width. The clear space in front of the water closet stool shall not be less than 24 inches. (Section 2904, 1994 UBC) 40. All plans approved for permit issuance must be micro-filmed for permanent record keeping purposes and must therefore be clearly legible and have sufficient contrast so that they may be successfully reproduced. Using this guide should help minimize the number of plan check corrections on your plans. Questions regarding any of the above corrections may be directed to the City of Riverside, Building & Safety Division, Plan Check Staff at (909)826-5697. This list of corrections is NOT intended to include all of the possible corrections which could occur on a set of plans. Rather, its intent is simply to aid you in avoiding some of the more common mistakes and missing information when preparing your plans. STRUCTURAL 30. All stairways shall be designed to support a uniform load of 100 pounds per square foot, provide a footing designed to support the stairway. (Table 16-A, 1994 UBC) 31. Provide a cross-section detail of the masonry fireplace construction. (Section 106.3.3, 1994 UBC) 32.The maximum height to width (length) ratio for vertical diaphragms (shear wall panels) consisting of wood structural panels and particleboard, nailed all edges is 3.5:1. (Table 23- I-I, 1994 UBC, Volume 2) UNDER FLOOR ACCESS & VENTILATION 28. Under-floor areas shall be ventilated by an approved mechanical means or by openings into the under-floor area walls. Such openings shall have a net area of not less than 1 square foot for each 150 square feet of under-floor area. Openings shall be located as close to corners as practical and shall provide cross ventilation. The required are of such openings shall be approximately equally distributed along the length of at least two opposite sides.(Section 2317.7, 1994 UBC) 29.Accessible under-floor areas shall be provided with a minimum 18-inch by 24-inch opening unobstructed by pipes, ducts and similar construction. All under-floor access openings shall be effectively screened or covered. Pipes, ducts and other construction shall not interfere with the accessibility to, or within under-floor areas. (Section 2317.3, 1994 UBC) NATURAL LIGHT & VENTILATION 24. Habitable rooms within a dwelling shall be provided with natural light by means of exterior glazed openings with an area not less than one tenth of the floor area of such rooms. (Section 1203.2, 1994 UBC) 25.Habitable rooms within a dwelling shall be provided with natural ventilation by means of openable exterior openings with an area of not less than one twentieth of the floor area of such rooms. (Section 1203.3, 1994 UBC) SAFETY RAILINGS 26. Stairways shall have handrails on each side. Exception: Stairways in Group R, Division 3 Occupancies may have one handrail. The top of handrails shall be placed not less than 34 inches or more than 38 inches above the nosing of treads and landings. Handrails shall be continuous the full length of the stairs. Ends shall be returned or shall terminate in newel posts or safety terminals. The handgrip portion of handrails shall not be less than 1-1/4 inches nor more than 2 inches in cross sectional dimension or the shape shall provide an equivalent gripping surface. The handgrip portion of handrails shall have a smooth surface with no sharp corners. Handrails projecting from a wall shall have a space of not less than 1-1/2 inches between the wall and the handrail. (Section 1006.9, 1994 UBC) 27.Open guardrails shall have intermediate rails or an ornamental pattern such that a sphere 4 inches in diameter cannot pass through. The top of guardrails shall not be less than 36 inches in height for single family residences. (Section 509.3, 1994 UBC) 20. Unless otherwise permitted or required by the dryer manufacturer's installation instructions and approved by the building official, domestic dryer moisture exhaust ducts shall not exceed a total combined horizontal and vertical length of 14 feet including two 90-degree elbows. Two feet shall be deducted for each 90-degree elbow in excess of two. (Section 504.3.2, 1994 UMC) SAFETY GLAZING 21. Approved Safety Glazing shall be installed in all windows in walls which enclose hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. (Section 2406.4.5, 1994 UBC) 22.Approved Safety Glazing shall be installed in all windows with fixed or operable panels which are adjacent to a door where the nearest exposed edge of the glazing is within a 24 inch 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 inches above the walking surface. (Section 2406.4.6, 1994 UBC) 23.Approved Safety Glazing shall be installed in all windows in walls enclosing stairway landings or within 5 feet of the bottom and top of stairways where the bottom edge of the glass is less than 60 inches above the walking surface. (Section 2406.4.10, 1994 UBC) MECHANICAL 18. Furnace and Water Heater enclosures must have openings for combustion air. One combustion air opening shall be located within the upper 12 inches of the enclosure and one opening shall be located within the lower 12 inches of the enclosure. Louvered doors or vents in doors typically do not meet these location requirements. (Section 702.1, 1994 UMC) 19. Ducts for domestic kitchen downdraft grill-range ventilation installed under a concrete slab floor may be of approved Schedule 40 PVC provided: a. The under-floor trench in which the duct is installed shall be completely backfilled with sand or gravel. b. Not more than 1 inch of 6" diameter PVC coupling may protrude above the concrete floor surface. c. PVC pipe joints shall be solvent cemented to provide an air- and grease-tight duct. d. The duct shall terminate above grade outside the building and shall be equipped with a backdraft damper. (Section 504.2, 1994 UMC) SMOKE DETECTORS 15. When the valuation of an addition, alteration or repair to a Group R Occupancy exceeds $1000 and a permit is required, or when one or more sleeping rooms are added or created in existing Group R Occupancies, smoke detectors shall be installed in accordance with Sections 310.9.1.3, 310.9.1.4 and 310.9.1.5 of the 1994 Uniform Building Code. (Section 310.9.1.2, 1994 UBC) 16. In dwelling units, a smoke detector shall be installed in each sleeping room and at a point centrally located in the corridor or area giving access to each separate sleeping area. (Section 310.9.4, 1994 UBC) 17. In dwelling units where the ceiling height of a room open to the hallway serving the bedrooms exceeds that of the hallway by 24 inches or more, smoke detectors shall be installed in the hallway and in the adjacent room. (Section 310.9.1.4, 1994 UBC) 11. At least one wall switch-controlled lighting outlet (fixture) shall be installed in every habitable room; in bathrooms, hallways, stairways, attached garages, and detached garages with electric power; and at outdoor entrances or exits. (Article 210-70(a), 1993 NEC) 12. Hydromassage bathtubs and their associated electric components shall be protected by a ground-fault circuit-interrupter. (Article 680-70, 1993 NEC) 13. Provide the required working clearance in front of the A/C disconnecting device(s) and/or electrical circuit breaker panel(s). The work space shall not be less than 30 inches wide and 36 inches in length away from the face of the device or panel. (Article 110-16(a), 1993 NEC) 14. Overcurrent devices shall not be located in the vicinity of easily ignitible material such as in clothes closets. (Article 240-24(d), 1993 NEC) 7. HVAC equipment shall have a positive means of disconnect adjacent to and in sight from the equipment served. A 120 volt receptacle shall be located within 25 feet of the equipment for service and maintenance purposes. (Section 309.1, 1994 UMC) 8. All 125-volt, single-phase, 15- and 20-ampere receptacles installed in garages shall have ground-fault circuit-interrupter protection for personnel. (Article 210-8(a)(2), 1993 NEC) 9. For a one-family dwelling and each unit of a two-family dwelling that is at grade level, at least one receptacle outlet accessible at grade level shall be installed at the front and back of the dwelling. All exterior receptacle outlets must be weather-proof and GFCI protected. (Article 210-8(a)(3), 210-52(e) & 410-57(a) & (b), 1993 NEC) 10.All 125-volt, single phase, 15- and 20-ampere receptacles installed in crawl spaces at or below grade level and in unfinished basements shall have ground-fault circuit-interrupter protection for personnel. For purposes of this section, unfinished basements are defined as portions or areas of the basement not intended as habitable rooms and limited to storage areas, work areas, and the like. Exception #1: A single receptacle supplied by a dedicated branch circuit that is located and identified for specific use by a cord- and plug connected appliance, such as a refrigerator or freezer. Exception #2: The laundry circuit as required by Sections 210-52(f) and 220-4(c). Exception #3: A single receptacle supplying a permanently installed sump pump. (Article 210-8(a)(4), 1993 NEC) outlet in that space. (Article 210-52(c), 1993 NEC) inches, measured horizontally from a receptacle centerline of the long dimension is more than 24 shall be installed so that no point along the inches below the counter top. Receptacle outlets counter tops shall be installed above, or within 12 6. Receptacle outlets to serve island or peninsular 5. In kitchen and dining areas of dwelling units, a receptacle outlet shall be installed at each wall counter space 12 inches or wider. Receptacle outlets shall be installed so that no point along the wall line is more than 24 inches, measured horizontally from a receptacle outlet in that space. (Article 210-52(c), 1993 NEC) ELECTRICAL 1. Receptacle outlets shall be installed so that no point along the floor line in any wall space is more than 6', measured horizontally, from an outlet in that space, including any wall space 2' or more in width and the wall space occupied by fixed panels in exterior walls. (Article 210-52(a), 1993 NEC) 2. In dwelling units, hallways of 10 feet or more in length shall have at least one receptacle outlet. (Article 210-52(h), 1993 NEC) 3. In dwelling units, at least one, GFCI protected, wall receptacle outlet shall be installed in the bathroom adjacent to each basin location. (Article 210-8(a)(1) & 210-52(d), 1993 NEC) 4. All 125-volt, single-phase, 15- and 20-ampere receptacles which serve counter top surfaces, installed within 6' of a wet bar sink or kitchen sink, shall have GFCI protection. (Article 210-8(a)(5), 1993 NEC) PLUMBING 17.Condensate drain and secondary drain - 1/8" per ft min. slope with supports every 4'. On retrofit units both drains may run to the exterior. (UPC 815) 18. Gas line air test if more than 6' of new gas line piping is added. (UPC 1202.4) 19. Gas shut-off within 3' of unit (UMC 305.2 & 1312.15) 20. Gas supply flex connectors not allowed to pass through the equipment housing. (UMC 305.3) MECHANICAL 1. Installation instructions for the unit must be available for the inspection (UMC 302.1 & 304.6)In some cases the manufacturer's installation requirements will be more specific than code. 2. Properly support and secure the unit (UMC 308) 3. Access scuttle to be the size of largest piece of equipment, but not less than 22"X 30"min. (UMC 307.3) 4. Level working platform 30"deep X 30"wide at front or service side of unit (UMC 307.3). 5. Access walkway 24" wide continuous solid flooring, 30" X 30" min. clear passageway, 20' max. from scuttle access opening (UMC 307.3). 6.Gravity venting systems to be double wall Type "B" vent material and horizontal sections (46-60 degrees from vertical) not to exceed 75 % of the overall height of the vent length. Only (1)60 degree offset is permitted. Vent offsets more than 60 degrees are not permitted.(UMC 805.1) 7. Gravity vent termination to be 1' above roof if slope of roof not greater than 6/12, steeper roofs require additional height. Termination to be 8' from vertical surfaces above roof line. All combustibles to be at least 1" from double wall vent. Overall vent height to be 5' min above vent collar of the FAU in the attic. (UMC 806) 8.Adequate combustion air to be provided to the attic area. 9. Insulated ductwork properly supported and joints properly secured (UMC 601.6.5) Duct insulation R-value=4.2 (T-24, Section 150) 10.Generally, return air inlet can't be in the same room as the appliance or in the bathroom, kitchen or closets. (UMC 404.1) 11. Provide automatic setback thermostat. (T-24, Section 150) ELECTRICAL 12. Switched light and receptacle near the unit with switch near attic access scuttle. (UMC 306.4) Duplex receptacles may not be mounted facing upward. 13. Air conditioner condenser to be provided with a separate dedicated circuit and have a disconnect (fused or HACR breaker) in sight of the unit and readily accessible. (NEC 440-2, 440- 14 and 220-22) 14. Identify breaker at meter panel/ proper conductor size(NEC 110-22 and Table 310-16) 15. All electrical wiring within 6' of the attic access scuttle must be secured and protected by a guard strip to prevent damage to the cable(NEC 336-6(d)) 16. Retrofit smoke detectors required. Generally, all bedrooms, hallways leading to bedrooms, top of stairway, if any, require battery operated smoke detectors. (UBC 310.9.1.2) 9 feet = 108 inches height divided by 3.5 3.5 equals 34.29 inches width (length) 10 feet = 120 inches height divided by equals 30.86 inches width (length) equals 27.42 inches width (length) 8 feet = 96 inches height divided by 3.5 feet in heights are; for shear wall panels which are 8, 9 and 10 Examples: The minimum width (length) allowed (Section 302.4, exception #3, 1994 UBC) accordance with Part II of U.B.C. Standard 7-2. not less than 20 minutes when tested in tight-fitting door having a fire-protection rating of door 1-3/8 inches in thickness, or a self-closing, side and a self-closing, tight-fitting solid-wood one-hour fire-resistive construction on the garage and residences, install materials approved for 34.For walls and door openings between garages UBC) measured in square feet. (Section 106.3.3, 1994 33. Show on the Site Plan the area of the lot, MISCELLANEOUS (Section 2506.5, 1994 UBC) terminate on the attachment flange of the screed. flange, and the exterior lath shall cover and weather resistive barrier shall lap the attachment water to drain to the exterior of the building. The and shall be of a type which will allow trapped above the earth or 2 inches above paved areas screed shall be placed a minimum of 4 inches foundation plate line on all exterior stud walls. The inches shall be provided at or below the a minimum vertical attachment flange of 3-1/2 galvanized, corrosion resistant weep screed with 36.At stucco finished walls a minimum 26 gage highest point. (Section 1505.1, 1994 UBC) area which is 30 inches or more in height at it's required attic access openings for each attic location. Indicate on the plans the location of the corridor, hallway or other readily accessible construction. The opening shall be located in a of buildings with combustible ceiling or roof 35.An attic access opening shall be provided to attics 37.Provide Title 24 Energy Calculations which are "WET" signed by the person who prepared them. Copies of the MF-1R and CF-1R Energy Calculation forms must reproduced on the plans. NOTE: CEILING FRAMING & ROOF FRAMING PLAN WAS DESIGN TO BE CONVENTIONAL FRAMING AND IT WAS DESIGN FOR ROOF TRUSS (TRUSWEL INC.) FRAMING WILL BE CHOOSEN BY OWNER. A - A C R O S S S E C T I O N \A1;SCALE : \S1#4;" = 1'0" 5 (N) WINDOWS 5 5 (N) CLOSET (N) CLOSET (N) CLOSET (N) MASTER BEDROOM CONCRETE SLAB (N) BEDROOM 1 (N) BEDROOM 2 (N) CAR GARAGE I agree that above circled notes are applicable to the project and constitute a part of the building plans. Signature______________________________ Date ____________________________ \W1.45715; e.Separate ducts fro upper and lower combustion air \W1.45715; supply openings (M.C. 704.1.6) \W1.60000; 11. The following are required for \Lfurnace or comfort \W1.45715; a.bottom exposed edge of the glazing is less than 60 \W1.45715; inches above the walking surface. \W1.40953; b.Glazing in an individual fixed or operable panel, other \W1.40953; than locations described in item e and f, that meets all \W1.40953; of the following conditions: \W1.45715; c. \W2.91428; 1.Exposed area of an individual pane grater than 9 \W2.91428; square feet. \W3.05714; 2.Exposed bottom edge less than 18 inches above the \W3.05714; floor. \W3.05714; 3.Exposed top edge greater than 36 inches above the \W3.05714; floor. \W3.05714; 4.One or more walking surfaces within 36 inches \W3.05714; horizontally of the plane of the glazing. \W1.45715; d.Glazing in railings regardless of height above a walking \W1.45715; surface. Included are structural baluster panels and \W1.45715; nonstructural in-fill panels. \W1.45715; e.Glazing in walls and fences used as the barrier for \W1.45715; indoor and outdoor swimming pools and spas when all of \W1.45715; the following conditions are present: \W2.91428; 1.The bottom edge of the glazing is less than 60 inches \W2.91428; above the pool side of the glazing. \W3.05714; 2.The glazing is within 5 feet of a swimming pool or \W3.05714; spa water's edge. \W1.50477; f. Glazing in walls enclosing stairway landings or within 5 \W1.50477; feet of the bottom and top of the stairways where the \W1.50477; bottom edge of the glass is less than 60 inches above \W1.50477; a walking surface. \W1.60000; \W1.40952; MECHANICAL/PLUMBING/ELECTRICAL CODE REQUIREMENTS.CODE REQUIREMENTS. \W3.20000; 10. The following are required for the forced air \Lfurnace in SECURITY REQUIREMENTSREQUIREMENTS \L 1.Exterior doors, doors between house and garage, windows and their hardware shall conform to the Security Provisions of Chapter 67 of the Los Angeles County Building (LACBC). \W1.45715; a.Single swinging doors, active leaf of a pair of doors, \W1.45715; and the bottom leaf of Dutch doors shall be \W1.45715; equipped with a latch and a deadbolt key operated \W1.45715; from the outside. Deadbolts shall have a hardened \W1.45715; insert. 1" minimum throw and 5/8" minimum \W1.45715; embedment into the jamb. If a Latch has a key \W1.45715; locking feature, it shall be dead latch type. \W1.45715; (B.C.6709.2) \W1.40953; b.Inactive leaf of a pair of doors or upper leaf of \W1.40953; Ducth doors shall have a deadbolt as per the \W1.40953; paragraph "a" not key operated, or hardener \W1.40953; deadbolt at top and bottom with ½" embedment. \W1.40953; (B.C.6709.3) \W1.45715; c.Swinging wood doors(s) shall be solid core not less \W1.45715; than 1-3/8" thick (B.C. 6709.1.1) \W1.45715; d.Panels of wood doors shall be 9/16" thick and not \W1.45715; more than 300 sq. inches. Stiles and rails to be 1 \W1.45715; -3/8" thick and 3" minimum width (B.C. 6709.1.2) \W1.45715; e.Door hinge pins accessible from the outside shall be \W1.45715; non removable. (B.C.6709.5) \W1.50477; f. Door stops of woods jambs of in-swinging doors \W1.50477; shall be one piece construction or joined by a \W1.50477; rabbet. ( B.C. 6709.4) \W1.45715; g.Windows and door lights within 40" of the locking \W1.45715; device of the door shall be fully tempered/approves \W1.45715; burglary resistant/protected by bars, screens or grills. \W1.45715; (B.C. 6714) \W1.40953; h.Overhead and sliding garage doors shall be secured \W1.40953; with a cylinder lock, a padlock with a hardener steel \W1.40953; shackle, or equivalent when not otherwise locked by \W1.40953; electric power operation. Jamb locks shall be on both \W1.40953; jambs for doors exceeding 9 feet in width (B.C. \W1.40953; 6711) \W1.45715; i. Sliding glass doors and sliding glass windows shall be \W1.45715; capable of withstanding the test set forth in Section \W1.45715; 6706 and 6707 of the Los Angeles County Building \W1.45715; Code and shall forced-entry-resistant labels. (B.C. \W1.45715; 6710, 6715) \L \LCto supports:" 7.Floors shall have tongue and groove or blocked panel edges. Plywood spans shall conform with Table 23-II-E-1 of the Building Code. CONSTRUCTIONS REQUIREMENTSREQUIREMENTS 1.Notching of exterior and bearing/nonbearing walls shall not exceed 25%/40% respectively: Bored holes in bearing/nonbearing walls shall not exceed 40% / 60% respectively: (B.C. 2320.11.9 & 10) 2.Interior finishes in Groups R - 3 occupancies shall have a minimum Flame Spread Classification of III except in kitchens, bathroom and garages ( B.C. T-8-B) 3.Provide fire blocking in concealed spaces of stud walls, partitions, including furred spaces, at the ceiling and floor level, and at 10-foot intervals both vertical and horizontal. (B.C. 708.2.1) 4.Pipes, duct and other nonstructural construction shall not interfere with accessibility to or within underfloor urea (B.C.2306.3) 5.Galvanized sheet metal (28 gauge in.) roof valley flashing is required (B.C 1508) 6.Note on the plans: "Roof diaphragm nailing to be inspected before covering: Face grain of plywood shall be perpendicular to supports:" 7.Floors shall have tongue and groove or blocked panel edges. Plywood spans shall conform with Table 23-II-E-1 of the Building Code. \LGLAZING REQUIREMENTSREQUIREMENTS \L 9.The following shall be considered specific hazardous locations for the purposes of glazing. Glazing in these locations must be safety glazing meeting the requirements of UBC Standard 24-2 Part I. (B.C. 2406.4) \W1.45715; a.Glazing in ingress and egress doors except jalousies. \W1.40953; b.Glazing in fixed and sliding panels of sliding doors \W1.40953; assemblies and panels in swinging doors other than \W1.40953; wardrobe doors. \W1.45715; c.Glazing in storm doors. \W1.45715; d.Glazing in all unframed swinging doors. \W1.45715; e.Glazing I doors and enclosures for hot tubs, whirlpools, \W1.45715; saunas, steam rooms, bathtubs, and showers. Glazing in \W1.45715; any portion of a building wall enclosing these \W1.45715; compartments where the bottom exposed edge of the \W1.45715; glazing is less than 60 inches above a standing surface \W1.45715; and drain inlet. Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch are of either vertical edge of the door in a closed position and where the (ROOF RAFTERS) CONNECTION AT EXTERIOR BRACES WALL NAILING PER DETAIL "B" BRACED PANELS W/EDGE "HPAHD22-2P" U.N.O. STRAP PLACED OVER PLYWD. "CMST14" FULL LENGTH W/PLYWOOD EDGE NAILING 4X FULL HEIGHT KING STUD 8d NAILS @ 6" O/C 2x SHAPED BLKG. HEADER/PLAN 10 2- 2X SILL PLATE 11 9 2- 2X TOP PLATES 2X TRIMMER STUD 8 7 SILL PLATE 6 5 4X BLOCKING 4 3 4X POST 2 1 CONNECTION AT INTERIOR BRACES WALL (GABLE END) CONNECTION AT EXTERIOR BRACES WALL STUDS OR BEAM F G H 4) FIELD NAILING (FN): 8d NAILS @ 12" O/C. 6) USE 3X SOLID BLKG @ HORIZ JOINTS. 5) EDGE NAILING (EN): 8d NAILS @ 6" O/C. TYPICAL BRACED WALL PANEL "A35" @ 16" O/C TOP PLATES CEILING JOISTS 8d NAILS @ 6" O/C JOIST (6)-16d'S (2)-16d/BLKG 5 "A35" @ 16" O/C TOP PLATES 2X RAFTERS W/ 8d NAILS @ 6" O/C JOIST 16d NAILS @ 4" O/C BRACED WALL PANEL AT DOOR AND WINDOW OPENINGS 8d NAILS @ 6" O/C ROOF JOISTS/PLAN 8d NAILS @ 6" O/C 2X BLKG.@ 48" 2X FLAT FINGER @ 24" O/C. NOTCH INTO RAFTER & NAIL W/(2)-16d @ EACH END D 5 "A35" @ 16" O/C TOP PLATES 2X RIM JOISTS W/ 16d NAILS @ 4" O/C 8d NAILS @ 6" O/C 2X BLKG.@ 48" E DOUBLE TOP PLATES 3) USE FULL SIZE PANELS WHERE POSSIBLE (4'X8'). 2) MINIMUM PANEL DIMENSION IS 2'-0". 1) BRACED WALL PANEL SHALL BE 15/32" STRUCTURAL 11 PLYWOOD. (4X4 POST) 10 4 3 3 4 10 9 5 10 1 1 1 3 10 7 5 11 NOTES: 1 11 4 10 7 (HPAHD22-2P) OF BRACED PANEL AT EACH END ANCHOR HOLD DOWN 2 8 10 6 6 8 2 11 HOLD DOWN POST @ 16" O/C 2X4 STUDS EN (STAGGER) EN (STAGGER) STUDS PER PLAN 2X PLATE SLAB THE PIECE. CONCRETE. SLAB 2X PLATE STUDS PER PLAN <> MIN GRADE 5 GRADE <> MIN <> MIN C D=18" FOR ONE STORY W=12" FOR ONE STORY W <> MIN B W TYPICAL GARAGE FOUNDATION D=18" FOR ONE STORY W=12" FOR ONE STORY TYPICAL EXTERIOR FOUNDATION D (2)- #4 REBAR D (2)- #4 REBAR FOUNDATION NOTES: 1. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE SHALL NOT BE LESS THAN 2500 PSI (6 SACK MIX). 2. SILL PLATES BE PRESSURE TREATED. WITH 2" x 2" x 3/16" PLATE WASHERS. 3. ANCHOR BOLTS SAHLL BE A MINIMUM OF 5/8" DIAMETER O/C AND SHALL BE EMBEDDED AT LEAST 7" INTO 4. ANCHOR BOLTS SAHLL BE SPACED NOT MORE THAN 72" 6. CONCRETE SLAB SHALL NOT BE LESS THAN 3 1/2 INCHES IN THICKNESS. (RECOMMENDED-BUT NOT REQUIRED- OF SILL PLATE WITH ONE BOLTS LOCATED NOT MORE THAN 5. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE 12 INCHES OR LESS THAN 5 INCHES FROM EACH END OF MESH AND PLACED OVER 6-MIL VISQUEEN VAPOR BARRIOR). SLAB TO BE REINFORCED WITH 6x6-W10xW10 WELDED WIRE 7. EPOXY INSTALLED REBARS OR ANCHOR BOLTS SHALL BE INSTALLED PER ICBO GUIDLINES AND SHALL REQUIRE SPECIAL INSPECTION. A CITY BUILDING INSPECTOR CAN PERFORM TH SPECIAL INSPECTION AFTER THE HOLE IS BORED AND CLEANED BUT BEFORE THE EPOXY IS PLACED. F E D LIGHTWEIGHT ROOF TILE LIGHTWEIGHT ROOF TILE LIGHTWEIGHT ROOF TILE 11 TH ST. 5 5 5 HOUSE TO BE DEMOLISHED NEW HOUSE 1994 SQF 8'X5' CEILING:8'-0" /DRYWALL FLOOR: TILE 5 5 BEDROOM#2 9'7"X13'3" CEILING:8'0"/DRYWALL FLOOR CARPET+PAD MASTER BEDROOM 16'9"X13' CEILING:8'0"/DRYWALL FLOOR CARPET+PAD 5 5 5 8'X5' CEILING:8'-0" /DRYWALL FLOOR: TILE 5 2X10 C.J. @ 16"O.C. 2X10 C.J. @ 16"O.C. 2X8 RIDGE 2X6 R.R. @ 16"O.C. 2X6 R.R. @ 16"O.C. 6X16 RIDGE BEAM DF#1 2X8 R.R. @ 16"O.C. CALIFORNIA FRAMING CALIFORNIA FRAMING 2X10 C.J. @ 16"O.C. 2X8 R.R. @ 16"O.C. 2X10 C.J. @ 16"O.C. 2X8 R.R. @ 16"O.C. 2X10 RIDGE @ 16"O.C. CALIFORNIA FRAMING CALIFORNIA FRAMING CALIFORNIA FRAMING CALIFORNIA FRAMING 2X10 RIDGE @ 16"O.C. 2X8 R.R. @ 16"O.C. 2X10 C.J. @ 16"O.C. 2X8 R.R. @ 16"O.C. 2X10 C.J. @ 16"O.C. CALIFORNIA FRAMING CALIFORNIA FRAMING 2X8 R.R. @ 16"O.C. 2X10 RIDGE BEAM @ 16"O.C. 2X6 R.R. @ 16"O.C. 2X6 R.R. @ 16"O.C. 2X8 RIDGE 2X10 C.J. @ 16"O.C. 2X10 C.J. @ 16"O.C. 5 A105 A A105 A L=4'-3" A L=4'-3" A L=8'-2" A L=7'-7" A L=29'-0" A L=6'-6" A L=4'-1" A L=6'-0" A A L=5'-0" A A L=9'-0" A L=19'-0" A L=9'-6" L=13'-3" A L=7'-11" A A L=7'-5" A L=6'-11" A L=11'-8" A L=4'-7" A L=4'-11" L=15'-3" A L=4'-0" A L=4'-11" A L=3'-8" A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A 4X4 POST HD 2A MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 SW 16x7x4 SIMPSON STRONG WALL MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 MST 48 A L =8'-9" 15 D-1 15 D-1 4X8 BEAM 4X8 BEAM 4X8 BEAM STRUC. 4X4 HDR 4X6 HDR 4X6HDR 4X6 HDR 4X4 HDR 4X6 HDR 4X6 HDR 4X4 HDR 4X4 HDR 4X4 HDR 4X4 HDR 4X4 HDR 4X6 HDR 4X6 HDR 4X10 BEAM STRUC. 4X4 HDR 4X4 HDR 4X4 HDR 4x8 HDR 4X6 HDR 5/8" DRYWALL TIPE "X" 1-HR FIRE RATED FROM FOUNDATION TO ROOF SHEATHING. 4X6 HDR 4X6 HDR 4X6 HDR 4X6 HDR 4x6 HDR 4X6 HDR \A1; 1'-0" 1'-0" 2'-0" 6" MINIMUM 8" J-6 J-4 A A BACK AND INTERMEDIATE HANGERS SUPPLIED BY INSTALLERS HORIZONTAL ANGLE JAMB BRACKETS FLAG BRACKET 12" RADIUS HORIZONTAL TRACK LENGTH (BACKROOM: DOOR HEIGHT + 18") 5 SECTION A-A SUPPORT HANGER DETAIL VERTICAL TRACK DOOR HEIGHT-8" MINIMUM HEADROOM MINIMUM CEILING HEIGHT OPENING HEIGHT PBS66 SIMPSON POST 6 X 6" (TYP.) 3" PAD 24" SQ FOUNDATION PLAN CONC. SLAB O.C. E.W. #4 @ 8" CLR. \A1;SCALE : \S1#4;" = 1'0" A - A C R O S S S E C T I O N (2)- #4 REBAR D TYPICAL INTERIOR FOUNDATION STORY W=12" FOR ONE STORY D=18" FOR ONE <> MIN W STUDS PER PLAN 2X PLATE SLAB GARAGE DOOR PAD FOOTING@POST ATTIC VENTILATION REQUIRED: Ventilation required: 1436,00 S.F. 1436,00 / 150 = 9.57 S.F. Ventilation provided: 18" x 24" Gable vents (2) x 3= 6.00 S.F. TOTAL= 13.00 S.F. NOTES: 1. Install vent so as to provide proper cross ventilation. CEILING- ROOF FRAMING NOTES: 1.Where 1 is noted at an opening. Provide horizontal "ST22"at each corner of window or door opening (tie header and sill to wall). naild 8d @6", 12" (use common nails) 4.Roof diaphragm: 1/2" plywood, panel index 24/0, Exterior wall HT. 14-FEET:use 2 x 6 studs @ 16"o.c. Exterior wall HT. 16-FEET:use 2 x 8 studs @ 16"o.c. 3.Exterior wall HT. 10-FEET:use 2 x 6 studs @ 16"o.c. 7'6" 4 X 8 9'6" 4 X 10 3'6" 4 X 4 5'6" 4 X 6 SPAN SIZE OF HEADER SPAN SIZE OF HEADER 2.Header span legend: 4X BEAM (SEE PLAN) BEAM, IF OCCURS (SEE PLAN) SIMPSON EPC OR PC 4x4, 4x6 OR 4x8 POST SEE PLAN BEAM FOR 4x BEAM USE OR MICROLAMS USE SIMPSON HHB NOTE: FOR 6x, 8x BEAM SIMPSON HANGER: SIMPSON HUTF OR MICROLAM 8x BEAM 4x, 6x, OR BM. TO BM. DETAIL POST TO BEAM DETAIL J 105 I J 105 J K (SEE PLAN) (SEE PLAN) HEADER TS22 (3)2x4 K.P. DBL. TOP PLATE TS22 CLG. BM. BEAM TO HEADER CONN. 2x10 CLG. JSTS. @ 16" O.C. ST 18 TIE AT 4' ST24 MISSION'S TILE RIDGE CAP CAULKING BEAD \A1;NAILS SOLID SHEATHING 4 X 16 RIDGE 2 X 8 RAFTER LIGHWEIGH ROOF TILE, PER OWNER'S CHOICE RIDGE DETAIL 3" CLR. 12" - 1 STORY 6" - 1 STORY #4 TOP & BOT. U.N.O. \A1;PROVIDE 2 \S1/2;"x2 \S1/2;"x\S1/4;" SQ. PLATE WASHER @ ALL \S5/8;"\U+2205 BOLTS \A1;7'-2" 8" # 3 DOWELS @24"O.C. G GRADE BEAM SIMPSON U-HANGER SIMPSON U UPSIDE DOWN A35 @ 32"O.C. STUD WALL 2x RIDGE 2x ROOF RAFTERS 8d @ 6" O.C. DETAIL AT VAULTED ROOF SIMPSON HD- SEE PLAN 2x PRESSURE TREATED SILL SELF JIGGING DBL. STUDS OR 4x4 POST MIN. BOUNDARY MODEL HD2A HD5A HD6A HD8A HD10A NO. SSTB34 SSTB28 SSTB16 SSTB20 POUR SSTB28 SSTB28 POUR SSTB20 SSTB24 SSTB34 SSTB34 NAILING @ 16" O.C. A.B. SEE PLAN 2x STUDS MONO TWO EDGE/ NAILING FIELD SSTB36 7/8" 28 SSTB20 5/8" 16 SSTB24 5/8" 20 SSTB28 7/8" 24 SSTB34 7/8" 28 DIA. MODEL NO. MIN. EMBED HOLDOWN DETAIL (TYPICAL) L M VAULTED CEILING NOTES: ALL SHOWERS AND TUB-SHOWERS SHALL HAVE EITHER A PRESURE BALANCE OR A THERMOSTATIC MIXING VALVE. MANUFACTURED: MAJESTIC MODEL : MJBC421 INSULATION AND USE SHALL BE IN ACORDANCE WITH THEIR LISTING. FIREPLACE MANUFACTURED: MAJESTIC MODEL : MJBC421 FIREPLACE MANUFACTURED: MAJESTIC MODEL : MJBC421 FIREPLACE W/H GFI 5 SET BACK 5 5 3 4X4 POST HD 2A 4X4 POST HD 2A MST 48 5/8" DRYWALL TIPE "X" 1-HR FIRE RATED FROM FOUNDATION TO ROOF SHEATHING. CONCRETE-FILLED PIPE BOLLARD CLOTHES DRYER MOISTURE EXHAUST DUCT ATTIC ACCESS OPENING 30" X 30" - A RECEPTACLE OUTLET SHALL BE INSTALLED TO PROVIDE POWER FOR SUPPLEMENTAL EQUIPMENT AND LIGHTING ON GAS-FIRED RANGES AND OVENS. - A RECEPTACLE OUTLET SHALL BE INSTALLED TO INSTALLED TO PROVIDE POWER TO A CORD AND PLUG CONNECTED EXHAUST FAN INSTALLED ABOVE COKING SURFACES AFCI AFCI AFCI AFCI AFCI AFCI AFCI AFCI AFCI AFCI AFCI AFCI AFCI AFCI AFCI AFCI AFCI AFCI AFCI AFCI AFCI AFCI AFCI AFCI AFCI 5 5 5 5 5 5 5 5 5 5 5 (N) WINDOWS (N) CLOSET (N) CLOSET (N) CLOSET MASTER BEDROOM CONCRETE SLAB BEDROOM 2 BEDROOM 1 CAR GARAGE R30 CEILING INSULATION CLASS "A" FIRE RATING 2x TOP DBL. PL. 2x STUDS @ 16" O.C. R-13 F.G. Insulation HEADER 2x TOP DBL. PL. 2X8 RAFTERS @ 16" O.C. 4X16 RIDGE BEAM W/8D @6"/6"/12"O.C 1/2" PLYWOOD SHEATHING (N) WINDOWS 2x STUDS @ 16" O.C. (N) R-13 F.G. Insulation (N) R-13 F.G. Insulation 2x STUDS @ 16" O.C. 2x TOP DBL. PL. 2x TOP DBL. PL. 2x STUDS @ 16" O.C. (N) R-13 F.G. Insulation 2x TOP DBL. PL. 2x STUDS @ 16" O.C. (N) R-13 F.G. Insulation CEILING JOISTS (2 X 10)@ 16" O.C. R30 CEILING INSULATION CLASS "A" FIRE RATING 4X10 BEAM STRUCT CALIFORNIA FRAMING 2 X10" CJ @ 16" O.C. 36"X18" Dormer vents (2) x 3.5= 7.00 S.F. 5 5 5 5 DORMER VENT DORMER VENT 5 5 GABLE VENTS ATTIC VENTILATION 5 5 GABLE VENTS ATTIC VENTILATION 2 X8" RR @ 16" O.C. XX XX SW 16x7x4 SIMPSON STRONG WALL SW 16x7x4 SIMPSON STRONG WALL 5 GRADE BEAM 20' LONG T W SEE SHEET SWO FOR ALOWABLE OPENINGS FULL LENGHT GARAGE HEADER GARAGE HEADER ROUGH OPENING HEIGHT NOTE ALL NECESARY HARDWARE FOR PANEL INSTALLATION, IS PRE-ATTACHED OR PROVIDED EXCDEPT FOR TEMPLATE AND ANCHOR BOLTS H CURB PORTAL WALL SPECIFICATIONS A MST 48 MST 48 XX XX SW 16x7x4 SIMPSON STRONG WALL SW 16x7x4 SIMPSON STRONG WALL 4X6 KING POST P2 6X16 RIDGE BEAM DF#1 1 2 4X6 KING POST P1 4X4 POST HD 2A 4X4 HDR 4X6 KING POST 4X6 KING POST P1 4X4 POST HD 2A 4X4 POST HD 2A 4X6 KING POST P3 4X6 KING POST P3 0 8 2 6 5 5 5 5 5 5 5 5 5 5 KING POST @ VALLEY EA. SIDE SIMPSON A35 EA. CORNER SIMPSON A35 6 WALL OR BEAM . KING POST 4x4 OR 2-2x4 2-2x8 VALLEY RAFTERS 4x10 RIDGE SIMPSON PC44 4x4 POST POST CAP 4X6 KING POST P2 105 L 105 K SIMPSON U-HANGER SIMPSON U UPSIDE DOWN 4x16 RIDGE 2x ROOF RAFTERS 8d @ 6" O.C. EA. SIDE SIMPSON A35 KING POST TOP PLATES KING POST N 105 N 5 A102 FLOOR PLAN 2493 11TH ST PROPOSED FIRST FLOOR 1.436,00 SF \LTOTAL LIVABLE AREA 1.436,00 SCALE:1/8"=1'-0" SITE PLAN DETAIL REFERENCE: SECTION REFERENCE: ELEVATION REFERENCE: DOOR REFERENCE: WINDOW REFERENCE: NOTE REFERENCE: SHEET NUMBER ELEVATION NUMBER SHEET NUMBER DOOR NUMBER WINDOW LETTER NOTE NUMBER DETAIL NUMBER SHEET NUMBER SECTION LETTER A101 TITLE E E 1 REFERENCE SYMBOLS 4 Z A7.0 A4.0 17 A7.0 AND AIR CONDITIONING ABBREVIATIONS CONTRACTOR INSTALLED HORIZ HVAC INSUL. INT JST LAM LAV LT WT MAS MAT MAX MECH NIM MISC MTL M.O. N.I.C. NO. N.T.S. OCC O.C. O.D. O.F.C.I. OPEN'G P.L. PLYWD PLAST PL P.T. R R.D. REINF REQ'D RM R.O. S.C. SHT SIM STRUCT SQ FT/S.F. TYP U.N.O. VCT VERT V.I.F. W.I. WD WDW W.H. HORIZONTAL HEATING, VENTILATION INSULATION INTERIOR JOIST LAMINATED LAVATORY LIGHTWEIGHT MASONRY MATERIAL MAXIMUM MECHANICAL MINIMUM MISCELLANEOUS METAL MASONRY OPENING NOT IN CONTRACT NUMBER NOT TO SCALE OCCUPANCY ON CENTER OVERFLOW DRAIN OWNER FURNISHED OPENING PROPERTY LINE PLYWOOD PLASTER PLATE PRESSURE TREATED RISER ROOF DRAIN REINFORCED REQUIRED ROOM ROUGH OPENING SOLID CORE SHEET SIMILAR STRUCTURAL SQUARE FEET TYPICAL UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE VERIFY IN FIELD WROUGHT IRON WITH WOOD WINDOW WATER HEATER ACOUSTICAL ADDITIONAL ADJACENT ALUMINUM BOARD BUILDING BLOCKING BEAM BOTTOM CABINET CENTERLINE CEILING CERAMIC TILE COLUMN CONCRETE CONTINOUS CONTRACTOR DETAIL DRINKING FOUNTAIN DIAMETER DIMENSION DOWN DOWN SPOUT DRAWING EACH ELEVATION ELECTRICAL EXTERIOR EXISTING FORCED AIR UNIT FLOOR DRAIN FIRE EXTINGUISHER FINISH FINISH FLOOR FACE OF STUD FLOOR FRAME FEET FOOTING FLOOR SINK GAUGE GALVANIZED IRON GLASS GRADE GYPSUM BOARD HOSE BIBB HARDWARE HOLLOW CORE HEADER HEIGHT HOLLOW METAL ACOUST ADD ADJ AL/ALUM BD BLDG BLKG BM BOT CAB CL. CLG C.T. COL CONC CONT CONTR DET D.F. DIA DIM DN D.S. DWG EA ELEV/EL ELEC EXT EXIST'G F.A.U. F.D. F.E. FIN F.F. F.O.S. FLR FR FT FTG F.S. GA G.I. GL GRD GYP BD H.B. HRDW H.C. HDR HGT H.M. SILVIA ORTIZ 1062 CYPRESS STREET COVINA, CA 91724 626.823.0861 626.938.7008 FAX CONTACT SHEET INDEX INFORMATION SINGLE FAMILY RESIDENTIAL USE LOT NUMBER 25 NO SCALE VICINITY MAP SOLUTIONS / MORE Llc 1050 E CYPRESS ST. COVINA, CA 91724 626.938.7001 2493 11TH ST RIVERSIDE, CA 92507 8,276 SF. LOT SITE AREA BOUNDARIES JURISDICTION RIVERSIDE PREPARED BY EGL ASSOCIATES,INC. PARCEL MAP 211-214-025 PROJECT ADDRESS OWNER ZONING BUILDING DATA SOLUTIONS/MORE Llc. RIVERSIDE, CA 92507 PROJECT DATA VICINITY MAP A103 ELEVATIONS TITLE A 101 A105 ROOF & FRAMING PLAN A104 FOUNDATION PLAN AND CROSS A101.1 BUILDING NOTES GOVERNING CODES/CURRENT EDITIONS: EFFECTIVE NOVEMBER 1,2002,THE CITY OF RIVERSIDE NOW ENFORCES THE MODEL CODES: 1997 UNIFORM BUILDING CODE 1999 NATIONAL ELECTRICAL CODE 2000 UNIFORM MECHANICAL CODE 2000 UNIFORM PLUMBING CODE 2001 CALIFORNIA BUILDING CODE 2001 CALIFORNIA MECHANICAL CODE 2001 CALIFORNIA PLUMBING CODE 2001 CALIFORNIA ELECTRICAL CODE ALL NEW WORKS SHALL COMPLY WITH THE ABOVE LISTED EDITIONS OF THESE MODEL CODES. THIS INFORMATION SHALL APPEAR PROMINENTLY ON THE PLANS. NOTE:CODE REFERENCES MADE THROUGHOUT THIS SET OF PLANS REFERENCE EARLIER EDITIONS OF THE MODEL CODES. UPDATE ALL SUCH REFERENCES. No.1591 EXP 3/31/05 I F E O S T A C T A L O N I A F R C O N W A Y C O O K E R E G I S T E R E D S T R U C T U R A L E N G I N E E R

Language	English
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Aluminum, Concrete, Glass, Masonry, Plastic, Steel, Wood, Other, N/A
Measurement Units
Footprint Area
Building Features	A/C, Pool, Fireplace, Garage, Deck / Patio, Elevator
Tags	adobe, autocad, bausystem, construction, construction system, covintec, DETAIL, details, DWG, earth lightened, erde beleuchtet, framing, house, losacero, plywood, sperrholz, stahlrahmen, steel framing, système de construction, terre s, Wood