Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
10150655.pdf
125'-0" EXISTING CONC. PROPERTY LINE PAVING NEW CONC. PAVING NEW ADDITION /EXISTING LANDSCAPE (403 SF) z REAR PATIO x COVER 13 EXISTING (95 SF) WALKWAY NEW CONC. PAVING EXISTING LANDSCAPE;7 EXISTING CONIC. PAVING PROPOSED FRONT PORCH ROOF EXTENSION EXISTING DRIVEWAY EXISTING GATE 2ROPERTY NE `7 _;� PROPERTY LINE 32'-0" VIF 15 SCALE�-�--' ' NORTH ON r-----------------.... ... ... ---.... .... ... .... .... --------.... .... ---... .... ----... .... .... .... —.... ... ... .... ... ... ... .... ... .... .... ... ------.... .... .... -----... ... .... ... -------` (E) CLOSET WATER HEATER, RELOCATE, SEE CONVERT TO CAME E BATH ROOM (E) BED ROOM � ! ` i � ' � � ! ' � � i � ! ' � / REMOVE DOOR L!j ' | ! ' . ' � � . . - ! uj � /i/ ' �— '~~~ ' ' ' T cxrnnucuCL REMOVE WALLS Lij cl AND WINDOWS :m Lu cr- � () LIVING ROOM E%SITING P0ST3---� ` - --, AWOL ------------- EXISTING CONIC. Vbo STEPS TO REMAIN Lot -- ' " 00 qdPPO :5 LINE OF EXISTING ROOF xt TUB RC FAULT ZI NEW BATH ROOM LO TYP-p GONVERT TO GAME GFCIII NEW BED ROOM Os @2 NEW HALL WAY SMOKE DETECTOR, EXTENSION At (D s mul 00 gi tO NEW 04 DOSTS FOR co ROOF EXTENSION, PAINT TO MATCH 00 EXISTING PORCH TO REMAIN LINE OF NEW ROOF EAVE ARC FAULT PROTEC ON, LINE OF EXISTING ROOF EAVE DEMOLITION PLAN .'`^'c: ------- APPLICABLE CODES: 2001 CALIFORNIA BUILDING CODE 2001 CALIFORNIA ELECTRICAL CODE 2001 CALIFORNIA MECHANICAL CODE 2001 CALIFORNIA PLUMBING CODE 2001 CALIFORNIA ENERGY CODE OCCUPANCY GROUP: CONSTRUCTION TYPE: ^ LOTAREA: ' NUMBER OF STORIES: AREA OF EXISTING DWELLING: AREA OF EXISTING GARAGE: ENGINEER /WGUSNP8ALUYUT,JR. 22828 CYPRESS DRIVE CARSON, CA 90745 /310\ 233-2508 . UC # C-06025 EXP. DATE: 06-30-2008 , TOTAL EXISTING FLOOR AREA: AREA OF ADDITION: PROPOSED NEW FLOOR AREA AREA OF NEW FRONT PORCH ROOF EXTENSION: AREA OF NEW REAR (OUTDOOR) CANOPY - cnVL WALL LEGEND NEW WALL EXISTING WALL WALL TO BE DEMOLISHED, PROJECT �—���n����D���~� � A DATA LEGAL DESCRIPTION OF PROPERTY. LOT 14, TRACT 1166 EXISTING LOT COVERAGE: R_J 1285 /OJ5O= 20.8% V—N PROPOSED LOT COVERAGE: /10O8 f 45 f 95\ / O25O = 29.2� 0.25O SF ` ' ' EXISTING OPEN SPACE RATIO: 913 SF /0250 — 1285\ / 6250 = 79.4% 372 3F PROPOSED OPEN SPACE RATIO: 1285 SF /6250 _ /1888 f 45 + 95\\ /O250 = 7O.M79 403 SF EXISTING FLOOR AREA RATIO: 1.688 3F 1285 / 8250 = 20.8% 45,3F PROPOSED FLOOR AREA RATIO: 95.SF 1888 / 8250 = JlO% 0 LLI IN ry 0 ry ui LLJ 00 DOCUMENT DATE: 07/25/2005 N��0P= \/USNC)"S RIPTIONI DATE >D'2-&—fxr SHEET NO: Al �-PROVIDE N804" TRIM ON ALL NEW ` AND EXISTING WINDOWS, PAINT TO MATCH ROOF FASCIA, TYP. UPGRADE FRONT FACADE MATERIALS (OTHER THAN STUCCO ONLY) WEST FRON LINE OFEXISTINC DWELLING, TYP. 12 NEWIROOF EXT. TO MAT(H EXISTING NEWi POST, PAINT TO MA H EXISTING, TYP. EXISTING PORCH—\ 3' HI. CULTURED STONE. PRO -FIT LEDGE STONE. FRONT PORCH ONLY. EXISTING PLASTER TO R8N/UN SOUTH 12 J ) | ," ''.--UNE OF EXISTING DWELLING, TYP. NEW ROOF EAVE AND W06D FASCIA TO MATdH EXISTING, TYP. ON !ALL ELEVATIONS 10. � FF �-EXISTING 36" EXTERIOR NEW POST PAINT TO PLASTER FINISH TO REMAINWATCH EXISTING, TYP. REPLACE EXISTING DOUBLE HUNG WINDOW NTH NEW SLIDING YMND0YK SAME SIZE AS EXI3TING, TYP. ROOFING AND SLOPE TO--`` MATCH A1 PORCH ROOF ` 00. FASCIA TO-/ WATCH EXISTING ' NEW POST, PAINT 0 MATCH EXISTING PROVIDE WINDOW EXISTING ROOF AND CEILING, VERIFY IN FIELD EXISTING WALL VERIFY IN FIELD | � -`^--EXISTING FLOOR AND FOUNDATION, VERIFY \ IN FIELD �--EXISTING PORCH �� CT�� PORCHCANOPY ASPHALT SHINGLE ROOFING TO MATCH EXISTING, TYP. N[WR0OFEAVE AND �O FASCIA TO = MATCH EXISTING, TYP. /| ON ALL ELEVATIONS 00 '°-" ` '�� "" "�� =-� REPLACE^EXISTING^~"°"�` '=~' '�` '""» '''' EXTERIOR PLASTER FINISHAND EXISTING WINDOWS, PAINT TO WINDOW WITH NEW SLIDING WINDOW. TO WATCH EXISTING MATCH ROOF FASQA, TYP. SAME SIZE AS EXISTING, TYP. �| NEW CONC. STEPS 12 < ASPHALT SHINGLE ROOFING '-O" ``-NBN ROOF EAVE AND WOOD FASCIA TO MATCH 00ST�G,TYP. "" ON ALL ELEVA�ONS FF 0�0FR�H�A� L NEW WINDOW PER PLAN, I'fP. EXTERIOR PLASTER FINISH ZNEW POST, PAINT TO MATCH EXISTING TO MATCH EXISTING ' ^-12x8 SVBFLUUK YLM|' |Y� CLASS A ASPHALT SHINGLE ON 2-LAYER OF 15# FELT. USE GAF ASPHALT SHINGLE 12 00 HINGLE TO MATCH EXISTING, TYP. | �12 EAST (REAR) ELEVATION / NF OMER �W����N� V�X� FASCIA TO WATCH EXISTING, TYP. �u `^ ON ALL ELEVATIONS � � �. ''� ` � ` . � � � � ` � , . FF NEW WINDOW PER PLAN, TYP. 3f' EXTERIOR PLASTER FINISH NEW DOOR AT WATER TOIcc) MATCH EXISTING HEATER SEE PLAN n `--12x8 SUBFL0OR VENT, TYP. NORTH ELEVATION -� BATT|N3ULATDN 12 ROOFING AND SLOPE TO J[�� . \- VIF MATCH (E) PORCH ROOF ' EXT. PLASTER PAINT TO MATCH EXISTING, TYP. -W CONC. SLAB AND STEPS PER PLAN EXISTING GRADE, VERIFY IN FIELD L�E0F80S�NG DWELLING, TYP. ASPHALT SHINGLE ON PLYWD. SHEATHING 2x WOOD BLOCKING BATT|NSULAT�N 7-77 GYP. �l, FINISH PER OWNER EXTERIOR PLASTER 0N WIRE WE3� ON DOUBLE 2x PLATE BUILDING PAPER ------BATT INSULATION PLYWD. SHEATHING PER--^-~ STRUC[ DV��. ��AV�� CONNECTION ROOFING AND SLOPE TO Sim. 12 WD. FASCIA TO E�3�C ROOF AND MATCH EXISTING CEILING, VERIFY IN FIELD GYP. BD. ON NEW EXT. PLASTER, BEAM, SEE PLAN - NEW WINDOW PAINT TO MATCH PER PLAN EXISTING BATT INSULATION FINISH GRADE OOR EXISTING FL AND FOUNDATION, VERIFY IN FIELD "NEW FOUNDATION PER PLAN GYP. BD. FINISH, TYP. ' NEW WINDOW PER PLAN BATT INSULATION, TYP.--\ X" PLYYD. SHTg. `---BATT|N5ULAT0N TYP. ` ��|�CT��N� SECTION ���' ��U��U���� �� ����I���� ASPHALT SHINGLE TO MATCH EXIST., ROOF SLOPE TO WATCH EXISTING �0 F�C MA�HB0S 12 -- | C14� � �- PROVIDE NAN4" TRIM ON ALL NEW REPLACE EXISTING DOUBLE HUNG AND EXISTING WINDOWS, PAINT TO WINDOW WITH NEW SLIDING WINDOW. MATCH ROOF FASCIA, TYP. SAME SIZE AS EXISTING, TYP. R-13 BATT|NSULATI0N %' EXTERIOR PLASTER ON WIRE MESS ON BUILDING PAPER PLYWOOD SHEATHING PER GYP. BD., FINISH PER OWNER PLYWD. SHEATHING PER STRUCTURAL, FINISH PER OWNER 2x BLOCKING 2X TREATED WD. SILL PLATE, SEE STRUCT. DWGS FOR MORE INFO. BUILDING FOUNDATION PER CONTINUOUS DRIP SCREED SITE PAVING ALL BASE DETAIL jq[SCALE.' 1 1/2" l'-O" 1. EXHAUST FAN. 2. 8IRDSCREEN. I NOT USED 4. 8ACKDRAFTOAMPER FURNISHED WITH EXHAUST FAN. 5. ROOF, SEE ARCHITECTURAL PLANS, 6. ROOF CURB, FURNISHED WITH EXHAUST FAN. 7. ANCHOR FAN BASE SECURELY TO CURB. ROOF OPENINI'C ROOF EXHAUST DOOR SCHEDULE DOOR NO ROOM NAME SIZE DOOR TYPE FRAME TYPE HEADER'S HEIGHT REMARK 5 WATER HEATER CLOSET 2 -0 x6 -8 WD,SC,SW VINYL 6-8 8 X12 VENT TOP & BOTTOM WINDOW SCHEDULE WNDW NO ROOM NAME SIZE WNDW TYPE FRAME TYPE HEADER'S HEIGHT REMARK A DINING ROOM 5'-O"x4'-O" CLR,SLD VINYL 6'-8" DOUBLE WINDOW G BATHROOM 2'-6"xl'-3" CLR,SLD VINYL 6'-8" TEMPERED GLASS NOTE: PROVIDE 4�' WD TRIM ON ALL NEW AND EXISTING WINDOWS FINISH KEY FX: FIXED HC: HOLLOW CORE SH: SINGLE HUNG SW: SWING SC: SOLID CORE SLD: SLIDING Ab '""OPPP' ROOF EXHAUST AS 00 NEW HIP ROOF TO NEEDED. SEE ll/A2 MATCH EXISTING Cl /3: 1 i 0 SLOPE --------- > IL ui NEW ROOF LLJ I I SUPPORT BELOW, CD 00 j 0 CL SLOPE OF REAR PATIO ROOF EXTENSION TO MATCH PORCH ROOF LL IL f2 0 _�l 11 0 /11 / NEW ROOF EXTENSION, _j 117�"" FOLLOW EXISTING SLOPE cn SUPPORT BELOW, SEE W ROOF PLAN -.a* SHEET NO: NORTH 0115 A2 Certificate of Compliance: Residential (Part 1 of 2) CF 1 R �r�� +rrr rrr.rw�� Ceia Existinq+Addition 9/29/2005 Project Title Date 1819 S. Ross Street Santa Ana Project Address Building Permit # Alternative Energy Systems 181 R 246-2844 Plan Check ! Date Documentation Author Telephone Computer Performance 8 Field Check! Date Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: 1, 311 fe Average Ceiling Height: 8.1 ft Total Conditioned Slab Area: 0 fe Building Type: (check one or more) 1X❑ Single Family Detached ❑ Addition ❑ Single Family Attached ❑ Existing Building ❑ Multi -Family 0 Existing Plus Addition Front Orientation: (West) 270 deb Floor Construction Type: ❑ Slab Floor Number of Dwelling Units: 14Q Number of Stories: 1 ® Raised Floor onst. Component Frame Assembly Location/Comments lype Type U-Value (attic garage typical, etc.) R-30 Attic (R.30.2x4.16) Addition Wood 0.033 Exterior Roof R-19 Floor (F.19.2x6.16) Addition Wood 0.037 Exterior Floor / Over Crawlspace (w/R-6 Credit) i R-13 Wall (W.13.2x4.16) Addition Wood 0.088 Exterior Wail Default Roof Prior to 1978 Wood 0.058 Exterior Roof Default Floor. Prior To 1991 Wood 0.098 Exterior Floor / Over Crawlspace (w/R-6 Credit) Default Wail Prior to 1978 Wood 0.385 Exterior Wall Solid Wood Door Wood 0.387 Exterior Door Shad' D to evia.ca Type Orientation Area Fenestration Exterior Overhang Side Fins SF U-Factor SIJGQ Shadin Yes / No Yes / No Rear (East} 34.0 0.60 0.65 Bug Screen ❑ ❑ Left (North) 58.0 0.60 _ 0.65 Bug Screen ❑ � El Y Ri hg_t (South} 33.3 0.55 0.65 _ Bug ❑ [l ❑ Y Right (South) 73.0 0.60 0.65 -Screen Bug Screen ❑ R ❑ Q Front (West) 38.0 0.60 0.65 BugSereen ❑ 0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ El ❑ ❑ ❑ ❑ ❑❑ ❑❑ ❑ ❑ ❑ ❑ ion Ti e• 2 0 1 22: Run a 1128018135 Ener Pro 3.1 B Ener Soft User Number: 2266 Job Number: 051266 Pa e:4 of 16 Mandatory Measures Checklist: Residential (Page 1 of 2) MF-1 R NOTE:residential_ - Lownse bull n di s to th e Standards must contain the 9se measures re gardless f o the compliance eg a roach used. Items e s marked with approach an asterisk()m a be supersed ed by more strin gent compliance requirements listed on th e Certificate a e of Compliance. once When this checklist i i p s incorporated 'n rp d 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 oniv. DESCRIPTION Instructions: Check or initial applicable boxes or enter N/A if not applicable. DESIGNER ENFORCEMENT Building Envelope Measures o 1150(a): Minimum R-19 ceiling insulation. ❑ § 150(b): Loose fill insulation manufacturer's labeled R-Value. ❑X § 150(c): Minimum R-13 wall insulation in wood framed wails or equivalent U-value in metal frame walls (does * not apply to exterior mass wails). 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent. ❑§ 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. § 118: insulation specified or installed meets insulation quality standards. Indicate type and form. ® § 116-17: Fenestration Products, Exterior Doors and infiltration/Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U-Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. �❑ § 160(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. ❑ § 150(f); Special infiltration barrier installed to comply with Section 151 meets Commission quality standards. ❑ § 150(e): 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 pilots allowed. ' - Space Conditioniing, Water Heating and Plumbing System Measures^� 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 1[;A�;11 § 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 1§ §150(i): Setback thermostat on all applicable heating and/or cooling systems. ❑ §1500): Pipe and Tank 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 internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Coaling system piping below 55 degrees F. insulated. 6. Piping insulating between heating source and indirect hot water tank. EnergyPro 3.1 By EnergySoft User Number: 2266 Job Number: 051266 Page;? of 16 Certificate of Compliance: Residential (Part 2 of 2) CF-1 R _____ i,rn i�rr��r. ,r,rrrr®i�rir.r rr ,ir�rrr,�ir"irra Ceia Existing+Addition 9/29/2005 Project Title Date HVAC SYSTEM$ Note: Input Hydronic or Combined Hydronic data under Water Heating Systems, except Design Heating load. Equipment Minimum Distribution HeatingType and Duct or Type (furnace, heat Efficiency Location Piping Thermostat Location / pump, etc.) (AFUE/HSPF)(ducts, attic, etc,) R-Value Type Comments Central Furnace-- _800/6AFUE Duets in Attic a.2 Setback Lb w E icting+Addition-System_ Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location / heat pump, evap. coaling) (SEER) (attic, etc.) R-Value Type Comments No Cooling AQD SEER Ducts in Attic 4-2 __Setback flta�Fxistinn+ WATER HEATING SYSTEMS Rated 1 Tank Energy Facts 1 External Water Heater Water Heater Distribution # in input Cap. or Recovery Standby Tank Insul. System Name Type Type Syst. Btu/hr (gal) Efficiency Loss (%) R-Value Standard ,as 50 al or ess_ Small -Gas- Standard 1 _ 40,000 ,_..__.5Q_ 0.53 nta 1 For small gas storage (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 Efficiency. REMARKS COMPLIANCE STATEMENT 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. The undersigned recognize that compliance using duct seating and TXV's requires installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Documentation Author Name: Name: Troy Lindquist Title/Firm: Todd Tran Title/Firm: Alternative Ener y Systems Address: 3565 Linden Ave. Unit 145 Address: 229 N. Central Ave. Suite 500 Long Beach CA 90807 Glendale CA 91203 Telephone: 562-595-5565 Telephone; 81 24 - 844 Lic. #: I (signature) (date) Enforcement Agency Name: Rick Newton Title/Firm: Newton Energy Address: 240SO Mad; nn street, quit- nce Telephone: (310) 375-2699 10/26/05 IEnergyPro 3.1 By EnergySoft User Number: 2266 Job Number: 051266 Paae:5 of 16 1 Mandatory Measures Checklist: Residential (Page 2 of 2) MF-1 R NOTE: Lowdse residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk ' may be superseded () Yby more stringent compliance requirements listed an the Certificate of Compliance. When this checklist is incorporated into the permit docume nts, ants, the features noted shalt 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 oniv. DESCRIPTION instructions: Check or initial applicable boxes or enter N/A if not applicable. DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) ❑ "§ 150(m): Ducts and Fans 1. All ducts and plenums installed, seated and insulated to meet the requirements 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 UL181, UL181A, or UL181 B. If mastic or tape is used to seal openings greater than 114 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. 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 support platforms shall not be compressed to cause reductions in the cross -sectional area of the ducts. 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such a tape is used in combination with mastic and drawbands. 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilation systems serving conditioned space have eitherautomatic or readily accessible, manually operated dampers. 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. C❑ 114: Pool and Spa Heating Systems and Equipment 1. Certified with 78% thermal efficiency, on -off switch, weatherproof operating instructions, no electric resistance heating, and no pilot. 2. System is installed with at least 36" of pipe between filter and heater for future solar, cover for outdoor pools or spas. a. At least 36" of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has. directional inlets and a circulation pump time switch. ® § 115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Nan -electrical cooking appliances with pilot < 150 Btu/hr) ❑ §118 (1): Coot Roof material meet specified criteria Lighting Measures ® § 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy 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. 4 o§ 150(k)2: Rooms with a shower or bathtub must have least either at one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternative to this requirement allowed in Section 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. J j 3.1 By Energy5oft User Number: 22gg Jab Number: 051266 Page:B pf 16 Certificate of Compliance: Residential Addendum CF-1 R Ceia Existing+Addition 9/29/2005 Project Title Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies hanart nn fka adnn.can:...F tk- - ..i : I:t:__a:_ Plan I Field The DHW System "Standard Gas 50 gat or Less" Energy Factor = 0.530. An EF below 0.58 requires an R-12 External Bianke#. HERS Required Verification These features must be confirmed and/or tested by a certified HERS rater under the supervision of a CEC approved HERS provider. The HERS rater must document the lipid varifirafinn and Tits.....,.+:. __ __-__ lisuaburus on a corm GF-W. Plan Field , GENERAL NOTES 1. SLEEPING ROOMS TO BE PROVIDED NTH AN ESCAPE/RESCUE WINDOW WITH A MINIMUM NET CLEAR OPENABLE AREA OF 5.7 SF. THE MINIMUM NET CLEAR OPENABLE HEIGHT TO BE 24" AND THE MINIMUM NET CLEAR OPENABLE WIDTH TO BE 20"; THE FINISHED SILL HEIGHT TO BE =/< 44" AFF. UTILITIES, CONDITION ON 2. VERIFY ALL DIMENSIONS LOCATION OF EXISTING UTlU ES AND WORK THE JOB SiTE PRIOR TO COMMENCING MA ND WORKMANSHIP SHALL COMPLY WITH GOVERNING CODE 3. ALL MATERIALS A 5r ORDINANCES, REGULATIONS AND LAWS. 4. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM THE PLANS. 5. ENACT ALL MEASURES TO PROTECT AND SAFEGUARD ALL EXISTING ELEMENTS FROM BEING DAMAGED. REPLACE OR REPAIR EXISTING ELEMENTS DAMAGED BY THE EXECUTION OF THIS CONTRACT TO EQUAL OR BETTER CONDITION. 6. WHERE NEW CONSTRUCTION ABUTS EXISTING SURFACES, CONTRACTOR SHALL ALIGN NEW CONSTRUCTION SO THAT NEW CONSTRUCTION ARE FLUSH WITH EXISTING. 7. THE CONTRACTOR SHALL PROVIDE ADEQUATE BACKING AND/OR SUPPORT FOR ALL WALL OR CEILING MOUNTED ITEMS INCLUDING OWNER FURNISHED EQUIPMENT AND ALL NECESSARY SUPPORT AND CONNECTIONS FOR ELECTRICAL, GAS, WATER, ETC., WHERE REQUIRED. 8. ALL CONSTRUCTION TECHNIQUES, MATERIALS AND FINISHES SHALL CONFORM TO APPROPRIATE CODE REQUIREMENTS. INSTALLATIONS SHALL MEET OR EXCEED THE INDUSTRY STANDARD. 9. ALL DIMENSIONS ARE TAKEN FROM FACE OF STUD, FACE OF CONCRETE, CENTER OF OPENING, AND GENERALLY ARE TO THE COLUMN CENTERLINE UNLESS NOTED OTHERWISE. 10. WHERE ENLARGED PLANS OR PARTIAL PLANS ARE REFERENCED DIMENSIONS AND SPECIAL DETAILING OR FINISH REQUIREMENTS MAY BE NOTED ON THE ENLARGED PLANS AND OMITTED ON THE SMALLER SCALE OR OVERALL PLANS FOR CLARITY. 11. PROVIDE SMOKE DETECTORS IN EACH SLEEPING ROOM, AND IN ROOM OR CORRIDOR GIVING ACCESS TO SLEEPING ROOMS. EACH DETECTOR SHALL BE EQUIPPED NTH BATTERY POWER AND SHALL EMIT A SIGNAL WHEN THE BATTERIES ARE LOW. WHEN SLEEPING ROOMS ARE LOCATED ON AN UPPER LEVEL, A DETECTOR SHALL BE PLACED AT THE CEILING OF THE UPPER LEVEL IN CLOSE PROXIMITY TO THE STAIRWAY 12. ACCESSIBLE UNDER FLOOR AREAS SHALL BE PROVIDED WITH A MINIMUM 18"X2e OPENING UNOBSTRUCTED BY PIPES, DUCTS, AND SIMILAR CONSTRUCTION. 13. ACCESSIBLE ATTIC SPACES SHALL BE PROVIDED WITH MiNIMUM 22'X3V OPENING, LOCATED IN A READILY ACCESSIBLE LOCATION, WITH 30" MINIMUM CLEAR HEADROOM AT OR ABOVE THE OPENING. 14, VENTILATION IN ATTIC AND UNDER FLOOR AREAS IS REQUIRED. NET CLEAR AREA OF OPENINGS SHALL BE MIN. }(50 THE ATTIC AREA AND NOT LESS THAN 1 SF FOR EACH 150 SF OF UNDER FLOOR AREA. OPENING SHALL BE LOCATED SO AS TO PROVIDE CROSS VENTILATION AND THEY SHALL BE COVERED WITH CORROSION RESISTANT WARE OR METAL MESH WITH MESH OPENING OF Y" IN DIMENSION. 15. ALL WEATHER EXPOSED SURFACES SHALL HAVE A WEATHER RESISTIVE BARRIER TO PROTECT THE INTERIOR WALL COVERING. EXTERIOR OPENINGS SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WEATHERPROOF. 16. BALCONIES, LANDINGS, STAIRWAYS, OCCUPIED ROOFS AND SIMILAR SURFACES EXPOSED TO THE WEATHER AND SEALED UNDERNEATH SHALL BE WATERPROOFED AND SLOPED A MINIMUM Y UNIT VERTICAL IN 12 UNITS HORIZONTAL (2% SLOPE) FOR DRAINAGE. 17. SAFETY GLAZING IS REQUIRED IN THE FOLLOWING LOCATIONS: a). WHERE THE NEAREST EDGE OF GLAZING IS WITHIN A 2e ARC OF EITHER SIDE OF A DOOR IN A CLOSED POSITION. b). GLAZING GREATER THAN 9 SF WITH THE BOTTOM EDGE LESS THAN 18" ABOVE THE FLOOR AND THE TOP EDGE GREATER THAN 36" ABOVE THE FLOOR. c). DOORS AND PANELS IN SHOWER AND TUB ENCLOSURES (INCLUDING WINDOWS WITHIN 5-0" OF TUB OR SHOWER FLOOR). 18. CONVENIENCE OUTLETS IN BATHROOMS, KITCHEN COUNTERTOP(S) WITHIN 6'-0" OF SINK, OUTDOORS, AND IN GARAGES OR BASEMENTS (OTHER THAN FOR LAUNDRY AND SIMILAR EQUIPMENT) SHALL BE GFI PROTECTED. 19. ELECTRICAL SYSTEM GROUND SHALL BE PROVIDED IN ACCORDANCE WITH NEC. ART. 250-81. 20. ALL WIRING SHALL BE COPPER. 21. DISCHARGE POINT FOR EXHAUST AIR SHALL BE AT LEAST 3'-0' FROM ANY OPENING INTO THE BUILDING. 22. GAS VENTS AND NON-COMBUSTIBLE PIPING, IN WALLS, PASSING THROUGH 3 FLOOR OR LESS, SHALL BE EFFECTIVELY DRAFT STOPPED AT EACH FLOOR OR CEILING. 23. THE FOLLOWING AREA REQUIRED FOR FORCED AIR UNITS: k COMPARTMENT DIMENSIONS SHALL BE le WiDER THAN THE FURNACE WITH A W DEEP UNOBSTRUCTED WORKING SPACE IN FRONT OF THE FURNACE. B. AREA OF COMBUSTION AIR OPENINGS SHALL BE 1 SO, IN. PER 1000 BTU (100 SO, IN. MINIMUM) IS REQUIRED INTO THE COMPARTMENT. HALF THE IR AREA THIN 2" OF THE FLOOR AND HALF THE AREA WITHIN REQUIRED E YI 1 £ E 12 OF THE CEILING. C. PROVIDE COMBUSTION AIR FROM OUTSIDE, WITH Y+' WIRE MESH SCREEN AT OUTSIDE OPENING, AND SEPARATE DUCTS FOR UPPER AND LOWER AIR SUPPLY OPENINGS, 24. THE FOLLOWING AREA REQUIRED FOR FURNACES LOCATED iN ATTIC SPACES, A. PROVIDE MINIMUM 227X30" ACCESS TO ATTiC SPACE. B. PASSAGEWAY TO THE ATTIC FURNACE SHALL BE UNOBSTRUCTED AND HAVE CONTINUOUS SOLID FLOORING NOT LESS THAN 2e WIDE, AND NOT MORE THAN 20'-0" IN LENGTH THROUGH ATTIC. C. PROVIDE A PERMANENT ELECTRICAL OUTLET AND LIGHTING FIXTURE CONTROLLED BY A SWITCH. D. PROVIDE AN UNOBSTRUCTED WORK SPACE OF 36" MIN. DEPTH IN FRONT OF EQUIPMENT. 25. VERIFY INVERT ELEVATION OF EXISTING SEWER LINE TO WHICH THE NEW BUILDING WASTE LINE IS TO BE CONNECTED AND NOTIFY OWNER OF ANY DISCREPANCY BEFORE MAKING UP OR INSTALLING NEW WASTE SYSTEM. 26, WATER CLOSETS SHALL USE A MAXIMUM 1.6 GALLONS OF WATER PER FLUSH. SHOWERHEADS AND FAUCETS SHALL BE CALIFORNIA ENERGY COMMISION CERTIFIED. 27. ALL VENTS THROUGH ROOF SHALL BE A MINIMUM 10'-0" AWAY FROM ALL AiR INTAKE AND WINDOWS. 28. TIE VENTS TOGETHER SO THAT ONLY A MINIMUM NUMBER TERMINATE THROUGH ROOF, 29, PROVIDE SHUT-OFF VALVES AT ALL HOT AND COLD WATER OUTLETS. 30. WATER HEATER SHALL BE ANCHORED FOR LATERAL SUPPORT; USE NON -RIGID WATER CONNECTIONS; IF LOCATED IN THE GARAGE, SHALL BE ON 18' RAISED PLATFORM WITH ADEQUATE PROTECTION FROM VEHICULAR DAMAGE. 31. WATER HEATER SHALL HAVE T AND P VALVE WHICH SHALL HAVE DISCHARGE LINE TO THE EXTERIOR. 32. COMBUSTION AIR FOR FUEL BURNING WATER HEATERS SHALL BE PROVIDED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE. 33. HOSE BIBBS AND LAWN SPRINKLER SYSTEM SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICES. 34. INSIDE FINISH DIMENSION OF TOILET COMPARTMENT MUST BE MINIMUM 30'. PROVIDE MIN. 2e CLEAR SPACE iN FRONT OF TOILET. 35. SHOWER STALL SHALL ACCOMMODATE A 30' CIRCLE AND HAVE A MiN. FLOOR AREA OF 1,024 SQ. IN. ACCESS TO THE SHOWER SHALL HAVE A MiNIMUM WIDTH OF 22". 36. PROVIDE 127xl2' ACCESS PANEL TO BATHTUB TRAP SUP JOINT. 37. DRAIN LINES GREATER THAN 3' IN DIAMETER SHALL HAVE 2X6 STUD FRAMING. i .► e i i ry I �1 -i • o! LLJ 0 I % �f • 1 NO 0 • • r < ' r) i# iri r n- it v L0 w L-- w w U) rn SHEET N0: 19 M NOTES / LEGEND. 1. INDICATES SHEAR WALL 2. �. r� INDICATES EXISTING (E) INDICATES EXISTING 3. A INDICATES SHEAR WALL TYPE tip O 4. INDICATES HOLDOWN [1� 2-2X4 KING POST Wj 16d @ 6" O.C. © 2-2X6 CEILING JOIST 5. HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED PLATE WASHERS. 6. HOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. 7. SATURATE THE SOIL 18 INCHES DEEP BEFORE PLACING THE CONCRETE SLAB. 8. SPECIAL INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS REQUIRED FOR EPDXY BOLTING. 9. ALL WOOD EXPOSED TO WEATHER OR CONCRETE SHALL BE PRESSURE TREATED OR REDWOOD. DIAPHRAGM SCHEDULE �■ r ° ' A ■■(COMMON WIR om SPAN RATINGSEE SHEAR TRANSFER • ®� r- ��� S.W. -SCHEDULE CD-X-PLYWD SEE S.W. SCHEDULE OUNDATION PLAN/FLOOR FRAMING PLAN " s W NORTH ,2 FRAMING PLAN SCALE: 1 f 4" = 1'-O" NORTH RYA".A 0" ^m Atit nn Anr AnnrCC I —1 —11 K8" VENT, '. OF 2 ;K CONCRETE SLAB WITH 2" Q.C. EA. WAY 0 i 1 i 1 -i -r • 00 ,. uj i S ' f # i i 1 '' r i ri 0 i . � 1 ■ i a m ■ c• < coi „ i`OCUMENT DATE 07/25/2005 iii■'iii■'� i 10—zc,_a'r U) Z <C J CL J d D D o � a U w W W SHEET NO: A4 (E) 2X STUDS CONT. PLATE A SCALE: BLOCKING AT 4'-"" n " W/2-16d EACH E WOOD STU WALL 16d AT 12 STAGGEREE WOOD STU WALL PLAN AT INTERSECTING WALL FAIJI '!- :• - . N.T.S. PLAN AT CORNER WALL INTERSECTIONS N.T.S. 5I MP50N A35 (OR EQUAL AT TOP - BOTTOM OF THRU STUD AT EXTERIOR NA 5IMM%LL.ON 5i623b STRAP EXTERIOR WALL5 5HEAR WALL5, DOUBLE TFPI-\ PLATE BLOGKIN 4x FULL DEPTH -v SEE NOTE BLOCKING @ 5TRAP #2. 1 it II 2-16d EAGH END OR 2-I0d TOE NAILS. ( I 16" O.G. (TYP) 51MP50N A35 AT EXTERIOR WALL, 8-I6d TOE NAIL AT INTERIOR WALL. 2x TRIMMER (DOUBLE TRIMMER @ HORIZONTAL 5PAN5 OVER (o FEET) 2-2x THRU STUD (1-2x THRU STUD AT OPENING LE55 THAN 5'-0" 4 AT INTERIOR WALL. 3-16d NAILS 2x 51LL PLATE 1 WHERE REQUIRED. 2-IOd TOE NAILS DOUBLE 2x-J Ibd NAILS @ '--SILL PLATE EACH 51DE 4 EAGH KING 51UDS 1211 STUD (ALT, NAILING 5TA66ERED. 2-ibd) HOLDOWN A5 REQUIRED DETAIL @ WINDOW OPENINGS SCALE: N.T.S. 2x BLK'G. AT MIDHT. WHERE WALLS EXCEED 8'-0" SCALE: 2x STUDS AT 16"O. C. some SINGLE LAYER INTERSECTION "t n tit it NOTE: 1, NAIL5 5HALL HAVE 112" MIN. E06E 915TAN6E FROM E06E OF PLYAOOD 4 EDGE OF STUD. 2. U5E 3 x ED6E 5TUD5 4 BLOGKIN6 WHERE NAIL 5PA6IN6 15 LE% THAN b"O.G. 3. PROVIDE 3/4" NAIL E06E D15TANGE AT 3 x STUD 4 BLOGKIN6. 4. ALL DEFEGTIVE NAILS 5HALL BE REMOVED AND REPLA.GED WITH SOUND NAILING. 16d AT 12" STAGGERED PROVIDE DBL. TRIMMER WHEN OPNG. EXCEEDS 4'-0" VERT. OR HORIZ. 5" MIN. 9" MAX. ki r N.T.S. HORIZONTAL REINFORCING MAY CONT. OR ADD BARS OF lME SIZE & SPA ING"LDS :INFORCEMENT. l�T SINGLE LAYER (CORNER) rq " N.T.S. 0 NOTES/LEGEND: 1. - - - - - - - - INDICATES SHEAR WALL 2. INDICATES EXISTING (E) INDICATES EXISTING 3. A INDICATES SHEAR WALL TYPE �4 4. 5. HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED PLATE WASHERS. 6. HOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. 7. SATURATE THE SOIL 18 INCHES DEEP BEFORE PLACING THE CONCRETE SLAB. 8. SPECIAL INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS REQUIRED FOR EPDXY BOLTING. 9, ALL WOOD EXPOSED TO WEATHER OR CONCRETE SHALL BE PRESSURE TREATED OR REDWOOD. 1:9 MI m - � MOO wol I ow, 14 0 a I W, th bm 1. VERIFY ALL ROUGH -IN DIMENSIONS FOR DOORS, WINDOWS, FIREPLACES, PLUMBING FIXTURES, MEDICINE 2. CABINETS, APPLIANCES, ETC. WITH MANUFACTURER'S INFORMATIONS, PROVIDE BACKING AND BLOCKING AS REQUIRED FOR STAIRS, HANDRAILS, GUARDRAILS, HVAC REGISTERS, 3. GARAGE & ATTIC VENTS, PAPER HOLDERS, TOWEL BARS, SHOWER GRAB BARS, ETC. FLUSH ALL WALLS WHERE PLYWOOD IS ON ANY PORTION OF THAT SURFACE, INTERIOR AND EXTERIOR. 4, USE 4X POST AT EACH END OF WALL REQUIRING HOLDOWNS OR TIE DOWNS UNLESS OTHERWISE NOTED. 5. PROVIDE ST6236 WHERE BEAM INTERRUPTS DOUBLE TOP PLATE (TYPICAL). 6. PROVIDE BACKING FOR SHOWERS, TUBS, SEATS, LEDGERS, ETC. FOR HOT MOPPED PANS AND SURFACES. 7, SLOPE CEILINGS IN STEAM SHOWERS, SLOPE TO WALLS WITHOUT DOORS AND WINDOWS WHERE POSSIBLE. 8. SEE ARCHITECTURAL DRAWINGS FOR ALL ADDITIONAL CEILING REQUIREMENTS. 9, GLU LAMS SHALL BE MILLED TO DEPTH REQUIRED. 10. STUDS SHALL BE PLACED AT 16" O.C., MAXIMUM. MARK A X B T REINFORCEMENT REMARKS L10P1 3'-011 X 3'-0" 121' 4-S EA. IUAY 18" 5ELOu1 GRADE UDP2 2'-0" x 2'-0" 1211 3-*4 EA. WAY IS° 5El-au1 GdPADE U1FI 1U=12" 1211 2-*4 CONT. UF2 1U=12"' 18" 2-*4 CONT. d TOP 4 ROT. * NOTES: CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING REFERENCES: 2001 LACBC-TABLE #23-11-G, TABLE #23-11-1-1 1. WHERE ALLOWABLE SHEAR VALUE EXCEED 300 #/FT. ALL SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3-INCH NOMINAL MEMBER. PLYWOOD JOINT AND SILL PLATE NAILING SHALL BE STAGGERED, 2. BOLTS TO BE A307 INSTALLED PER LACBC SECTION 1806.6. 3. MINIMUM SIZE FOR PLATE WASHERS SHALL BE AS FOLLOWS. BOLT SIZE PLATE SIZE 5/8" 1/4" X 2 1/2" X 2 1/2" 3/4" 5/16" X 2 3/4" X 2 3/4" 7/8" 5/16" X 3" X 3" 1" 3/8" X 3 1 /2" X 3 1/2- 4. FRAMING AT A JOINING PANEL EDGES SHALL BE 3 INCH NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED WHERE 10d NAILS HAVE PENETRATION INTO FRAMING OF MORE THAN 1-5/8 INCHES ARE SPACED 3 INCHES OR LESS ON CENTER, 5. PLYWOOD SHEARWALLS WITH SHEAR VALUE GREATER THAN 300 #/FT REQUIRE SPECIAL DEPUTY INSPECTOR. 6. HOLDOWN CONNECTORS SHALL NOT HAVE BOLTS OVERSIZED LARGER THAN 1/16" AT THE CONNECTOR OF THE HOLDOWN TO THE POSTS. INSPECTOR TO VERIFY. 7. HOLDOWN CONNECTORS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. 8. APPROVED PLATE WASHERS, IN -LIEU OF CUT WASHERS, SHALL BE PROVIDED FOR HOLDOWN CONNECTOR BOLTS AT SHEAR - WALL WOOD FLANGES AND PLYWOOD SHEARWALL SILL PLATE ANCHOR BOLTS. 9. ALL NAILINGS TO BE COMMON NAILS FOR SHEARWALLS AND DIAPHRAGMS. MAR MATERI AL NA I L I NCB HCJLD I70Y�lN SILL CONNECTION STUDS & BLOCKSBLOCKIN BETWEEN ADJ. PANELS TOP SHEAR TRANSFER ALLOAABL SHEAR(F'LF fi'LATE 2X CONC. 4 MA5ONR A. E30L -5 51LL NAILING A 7/8" PLASTER ON PAPER BACKED METAL LATH 16 GAUGE STAPLES 0 6" O.C. TO ALL STUDS, TOP & SOLE PLATES AND EDGE BLOCKING SEE PLAN 16d @ 10" A35 @ 24" O.C. 90 2X 2X 5/8" DIA. ®4'-O" A 15/32" STRUCTURAL I PLYWOOD 8d @ 6",12" O.C. 2X 5/8" DIA. @ 4'-0" 16d @ 4" 2X A35 @ 24" O.C. 210 2X Q 15/32" STRUCTURAL I PLYWOOD 8d @ 4",12" O.C. 3X 5/8" DIA. @ 32" 3/8"0 x 6" LB @ 6" 3X A35 @ 16" O.C. 320 3X PLYWOOD STRUCTURAL I 8d @ 3",12" O.C. 3X 5/8' DIA. 1/2"0 x 8" LB @ 10" 3X A35 @ 12" O.C. 410 3X PLYWOOD UCTURAL I 10d @ 2",12" Q.C. 3X 5@/80}}DIA. 1/2" 0 x 8" LB @ 9" 3X A35 @ 10" O.C. 500 3X GENERAL NOTES: A. GENERAL I. IT SHALL BE THE RE5PON5I5ILIT'i` OF THE GENERAL CONTRACTOR TO ENSURE THAT ALL AORK COVERED BY THESE DRAWI NG5 AND SPECIFICATIONS SHALL BE PERFORMED IN COMPLIANCE TO THE REQUIREMENTS OF THE CALIFORNIA BUILDING CODE - LATEST EDITION, AND THE RULES, RE&ULATION5, ORDERS AND LAA5 OF ALL PUBLIC 2. THE CONIT CTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD BEFORE COMMENCING ANY PORTION OF THE WORK, AND SHALL NOTIFY THE ENGINEER AND CANER IN WRITING IMMEDIATELY IF THERE ARE ANY D 15CREPANC I E5 ON PLANS AND/ OR SPECIFICATIONS WHICH IN FACT EX15T OR WHICH MAY BE REQUIRED IN ORDER TO ACCOMODATE EXI5TIN& CONDITIONS. COMMENCEMENT OF WORK SHALL CONSTITUTE FULL ACCEPTANCE OF 51TE CONDITIONS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY 5HORI N& AND BRACING SY5TEM5 REQU I RED TO PERFORM THE WORK ON THESE PLANS, 5. TYPICAL DETAILS AND GENERAL NOTES APPLY TO ALL PARTS OF THE JOB EXCEPT WHERE SPECIFICALLY DETAILED OR NOTED OTHERWISE. 6. ALL/ ANY EXISTING ITEMS DAMAGED OR ALTERED DURING CONSTRUCTION, INSPECTION OR TESTS SHALL BE RESTORED TO B. FOUNDATION CONDITION. 1. FOUNDATION SITE PREPARATION, EXCAV, 0E516N, AND DATA SHALL BE AS PE CBC 2002. 2. ALLOWABLE BEARING PRE55URE 1000 P5F 3. ALL FILL AND SACKFILL INSIDE AND AROUND THE BUILDING SHALL BE COMPACTED TO qO % DENSITY. C. LOADING CRITERIA 1. DEAD LOAD CALCULATED 2. LIVE LOAD ROOF 20 P517 3. AIND LOAD - 10 MPH AIND5PEED, EXPOSURE B 4. 5E15MIC LOAD - AS PER LACBC 2002 - ZONE 4 D. CONCRETE AORK SHALL CONFORM TO AC 1301-q4, 315-6161 315-q4. UNLE55 NOTED OTHERWI5E, CONCRETE COMPRE551VE STRENGTH AT 25 DAYS SHALL BE A MINIMUM OF 2500 PSI. STRUCTURAL SLAB � SLAB FOOTING ................3000 P51 (MIN) MIN. CONCRETE PROTECTION FOR REINF. STEEL: SLAB ON GRADE 2" CONC, POURED AGAINST EARTH 3" OTHERS AS PER ACI 515, CHAPTER -7. E. REINFORCING STEEL ALL REINFORCIN& BAR SHALL CONFORM TO A5TM A615 (DEFORMED). GRADE 40 ............ #4 OR SMALLER R.E5AR5 GRADE 60 ............ #5 OR LARGER DEFORMED BILLET BARS. F. WOOD ALL FRAMING LUMBER SHALL BE DOUGLA5 FIR -LARCH. ALL FRAMIN& LUMBER MUST BE GRADE MARKED. Fb = 100 P51 Fv 150 P51 FOR 2X MEMBER5 OF #2 Fb= 1000 P51 Fv = ISO PSI FOR 4X MEMBERS OF #1 4 SETTER. Fb = 1350 P51 Fv = 110 P51 FOR 6X MEMBERS $ LARGER DF #1 Fc,11=1000 1-151 FOR 4X P05T $ LAR&ER DF #1 ALL ROOD IN CONTACT AI TH CONCRETE SHALL BE TREATED. PLYWOOD 5HEATIN65 SHALL BE STRUCTURAL I EXTERIOR TYPE UNLE55 NOTED OTHERWI5E. NAILIN& INSPECTION APPROVAL 15 REQUIRED PRIOR TO COVERING THE SHEATH I N&5. MIN. NAILING 5HALL BE AS PER UBC TABLE NO. 23-1 I-B-I ALL NAILING FOR HORIZONTAL AND VERTICAL DIAPHRAM TO BE COMMON NAIL ROOD CONNECTORS DE5167NATION5 INDICATED REFER TO 5TRON& TIE GONNEC' AS MANUFACTURED BY SIMP50N COMPANY. EQUIVALENT CAPACITY MAY BE U& USE STANDARD CONNECTORS WHENEVER APPLICABLE AS APPROVED BY THE BLD& DEPARTMENT OFFICIAL. USE APPL I CABLE JO 15T/BEAM HANGERS FOR JOIST TO BEAM AND BEAM TO BE COLUMN CAP CONNECTORS FOR BEAM TO P05T AND P05T BASE CONNECTORS FOR POSTS. G. SPECIAL INSPECTION SPECIAL INSPECTION 15 REQUIRED FOR THE FF.: 1. CONCRETE WITH F'c = 3000 P51 OR HI&HER. CONCRETE WORK SHALL BE INSPECTED DURING THE TAK I N& OF TEST SPEC I MENS AND PLAC I N& OF REINFORCED CONCRETE. 2. RE I NFORC I N& 5TEEL . DURI N& AND PLAC I N& OF RE 1 NFORC I N& STEEL FOR ALL CONCRETE REQUIRED TO HAVE SPECIAL INSPECTION. 3. EPDXY GROUTING. 4. FIELD WELDING. a HOLDOWN ANCHORAGE Le(min) Le(MIN. EMBED.) HD A.B. IR4935) (EMBED.) EPDXY BOLTED (SIMPSON SET EiRCBo 5708) ECo CAST -IN- ADHESIVE- ICBO ER-5279) PLACE HD2A J"7 (55T834) 16" 9-1/2" HD5A g"? (SST834) 20 * / ," 5-7/32" MIN. DIST. OF A.B. 12-1 2 HD6A J-'? (SSTEi34) 30 * " @ END OR CORNER HD8A"? (SST834) 30 12-1/2" 1 3/4" MIN. EDGE DIST. HD10A"? (5STB34) 30 * OF A.B. HD14A it, o 30 • REVISIONS bFESS L 0 n 08 `�q CIVIL. Z GA1-1� (1) w z 0 C z < z L) W Q 2 0 O Cfy 0 . cry oC 0) oo ao U w --� CC w cc Z �- 0 Z {13 J 1-- LL J I-_ Q < CC L W Z Z ::) uj 0 0 LL w Z 0 0 w W DATE: 8/08/2005 SCALE: AS NOTED DESIGN: JOB NO.: 0 SHEET of MUDSILL 2X OR 3X SILL PLATE PLYWOOD SHEATHING A35 @ 12" O.C. PER S.W. SCHEDULE "R A35 SPACED PER S.W. SCHED. (N) 4X6 HDR 2x RAFTER 2X STUD 5/8" TYPE *X' GYP. BOARD PLYWOOD SHEATHING, PLYWOOD P PTDF SILL PLATE W/ 5/8-0 A.B. 2X OR 3X STUD 2 X BLOCKING @ 4'-0" O.C. MAX. SHEATHING (MAX,(M SPACING= 4' O.C) W/ A35 (EA. SIDE) 4 16d SEE PLAN FINISH FINISH FLOOR 2X OR 3X BLOCKING S SEE ARCHL. DRAWINGS PLYWOOD SHTG. B.N. STUCCO 2 X BLKG. SLAB REINFORCEMENT 2X OR 3X PTDF MUDSILL W/ B.N. AND LAYER SEE 5/8" 0 A.B. SEE SHEARWALL MIN. TYP. SCHEDULE >24� A35 EA. SIDE ALL SLOPES FINIS GRADE EXT.FIN 1 SH GRADE - - - - - - - -- - SIMPSON HANGER (N) 2X JOIST 0 w- 'N 4 Z # @ 16" O.0 HOR. -2X JOIST 2x CEILING. JOIST-- -VAPOR BARRIER co = #4 @ 24" O.0 VERT.s�---Cj 00 I I 1--1 I Iz --I I I= I 1--1 I 1=1 11-1 I=- I I I- r=Tl [��l I I= I I I= T --I I I --I I I I --I I I --I I I I I DBL. 2 X TOP PLATE SHEATHING 24" 611 NOTCH #4 0 18" D.C. 2-#4 CONT. TOP AND BOTT. CV V 00 2X OR 3X STUD WALL SUPPORTING 00 2-#4 CONT EA. ROOF RAFTER & SPACING -.VA- TO MATCH RAFTER SPACING 12" NOTE: FOR SHEARWALL REQUIREMENTS SEE S-1. NOTE: PROVIDE 4X SOLID CRUSH BLOCK (N) STEM WALL FOOTING BELOW HOLDOWNS, 12)) ACCESS OPENING IN (E) STEM WALL 14 DETAIL 110 WALL TO GIRDER CONNECTION 6 RAISED FLOOR AT FOOTING 2 2X OR 3X SILL PLATE PL�WO)D SHEATHING ------ - 2X STUDS PER S.W. SCHEDULE FLOOR LEVEL 2X SILL RLATE SILL PLATE A35 SPACED PER R V PROVIDE 4X SOLID CRUSH BLOCK PLYWOOD SHEATHING, S.W. SCHEDULE BELOW 4- BELOW HOLDOWNS, 0 A35 A35 SPACED PER 2X OR 3X STUD 2X OR 3X PTDF MUDSILL W/ 5/8" 0 A.B. SPACED PER F/- — —3X P.T. PLATE LSTA21 0 EACH 2X ROOF JOIST PLYWOOD SHEATHING, S . . S.W. W SCHEDULE 2X OR 3X BLOCKING S.W. SCHEDULE 5/8"OX1 8" V PLYWOOD SHEATHING --- HU HANGER 2X OR 3X STUD X 3X PTDF MUDSILL W/ 5 8 11 1 5/8"SPACED PER LE3 PT PLYWOOD SHTG. A.B. O.C. S W. S S.W. SCHEDULE 4-#4 Ift 3X BLOCKING OD SHTG. PLYWOOD CONT. 2-#4 2-#4 EXT.FINISH GRADE @16"0. C. Z #4 @ 16" O.0 HOR. @ 24" O.0 VERT. -c- 'o JOIST VRT. #4 0 16" O.0 HOR. m #4 #4 @ 24" O.0 VERT. 2X JOIST 00 A 00 I 5±1 I It I Ittl I I I= BEAM (RBI) 2X ROOF JOIST z 6 6`1 z 1=1 I I I I 5:f 00 OC) ry 2-#4 CONT CO 2-#4 CONT __j Ilk I 41 k- NOTE: PROVIDE 4X SOLID CRUSH BLOCK �-12ii BELOW HOEDOWNS. NOTE: 2X P.T. LEDGER NOT SHOWN FOR CLARITY. 2-#4 CONT. ACCESS OPENING IN (N) STEM WALL 15 RIDGE DETAIL 11 DETAIL 7 RAISED FLOOR AT FOOTING 3 2x STUD 4X BEAM, SEE SILL PLATE SHEARWALL TYPE 4 3X SILL PLATE FRAMING PLAN 3X PTDF MUDSILL W/ 2X P.T. SILL PLATE W1 5/8" OX18" A.BOLTS PLYWOOD SHEATH 5 E7/8" 7 AB. SEE SHEARWALL \V B.N. PLYWOOD SHEATHING, SPACED 4' O.C. LAG BOLTS, FOR SIZE- SEE Slu. SCHEDULEPLYWOOD SCHEDULE SHTG. 2 X BLKG. 2X STUD 2X PTDF PLATE W/ 5/8"0 THRU BOLT 0 4! D.C. MIN. TYP, 2 X LOCKIN6 * 4'-V" W/ SRI13PS. A35 EA SIOEO.0 B.N. SIMPSON U HANGER B.N. PLYWOOD SHTG. Ek ALL SLOPES AlL 2 X JOIST 4XS 2 X 5LOCK1NG 4 4'-0" OZ. DBL. 2 X TOP PLATE SHEATHING 4-#4 2X JOIST EXTFNISA GRADE 11" CONIC STEM WALL - SIMPSON ECC #4 0 24!' O.0 VERT. 04 * 18" VERT. NOTCH 04 s 12"HOP. 2X OR 3X STUD WALL SUPPORTING z :2 2-#4 CONT 4X POST EA. ROOF RAFTER & SPACING t N ry 00 SEE PLAN TO MATCH RAFTER SPACING 0 SOLID CRUSH BLOCK NOTE: BELOW HOEDOWNS. �PROLDOWNS. 2-04 CONT. —1 20 ON 1211 DETAIL 16 DETAIL 12 DETAIL 8 DETAIL 4 A35 0 12" O.C. CALIFORNIA FRAMING SIMPSON CS16 HOLDOWN SEE SCHEDULE/PLAN 4X4 POST 2x RAF�TER P.W. SHEATHING B.N. S. BLKG. @ 32" O.C. W/ A35 EA. SIDE (EA. END) PLYWOOD SHEATHING, 0 (N) 4X CRUSH BLOCK BELOW POST RIDGE BOARD 2x RAFTERS B.N. SILL PLATE 0 (E) FLOOR JOIST DRILL HOLE, CLEAN (N) A35 PER E,N. ROOF JOIST JO FILL WITH SIMPSON EPDXY TIE AND INSERT .. BN S.W SCHEDULE EN .) ANCHOR BOLT 2 X BLKG. \j B.N. MIN. TYP, (N) 2-2x PLATE P.W.SHEATHING DBL 2 X TOP PLATE NOTE: ALL SLOPES (N) P.W. SHEATHING 2 X 4 CRIPPLE STUD (N) 2X BLOCKING A. BOLT TO (E) STEM WALL NOT SHOWN. ,- CLG. JOIST --2x PLATE ALONG SLOPE W/ 3-16d TO (E) RAFTERS E. N. FASTENER PER S.W. SCHEDULE (N) 30 P.T. LEDGER W/—/ NOTE: PROVIDE 4X SOLID CRUSH BLOCK 2X BLKNG. @ 32" 0 . C. 2X Sil PSON VTC2 SHAPEDFROM 4X W/ BELOW HOEDOWNS. W/ A32 EA. END (E) RAFTER LAG BOLTS PER S.W. SCHEDULE I N. DBL. 2 X TOP PLATE SHEATHING E.N. CEILING JOIST EXISTING FOOTING WHERE UNDERPIN FTC. 2X OR 3X STUD WALL SUPPORTING NOTCH -1�4 CEILING JOIST E. N. 2x BLOCKING @ 32" O.C. Z=- OCCURS (E) CLG. JOIST EA, ROOF RAFTER & SPACING 2X PLATE SIMPSON A35 @ 6" 0. TO MATCH RAFTER SPACING (N) A35 PER E.N. DBL 2X TOP PLATE 3-#4 EA. WAY S.W SCHEDULE t 24"x 24" SQ. DETAIL 17 CALIFORNIA FRAMING 13 _DETAIL 9 UNDERPIN {UDP1) FOOTING & HOLDOWN DETAIL 5 REVLqONS oFIESS DAIS u- :0 m < rr 0 06 c Iry pF c RC 0 (j) w 0 z 0 0 0 z 0 ..:e z C) < 06 z < 0 F- 0 cl) 0 cc fr oo w w n 0 cr z 3: 13- 0 a) Fes- z w z 0 w w r cn DATE: 8/08/2005 SCALE: N.T.S. DESIGN: JOB NO.: cm SHEET NO. (E) STUD WALL (N) B.N. (N) PLYWOOD SHEATHING (E) PLWD. SHEATHING 40 POST (N)2X JOIST (E) BLOCKING PROVIDE WOOD SHIM (N) SIMP. A35 16" O.C. SIMPSON CB (E) P.W. SHTG. AS REQUIRED @16" O.C. SIMPSON A35 (N) SIMP. 3/8"0x4" @ 8 O.C. LAG SCREWS@ 12" O.C. (E) BLOCKING TOP OF CONIC. SLAB B.N. (N) P.W. SHTG. PROVIDE WOOD SHIM (E) P.W. SHTG. .(E) AS REQUIRED (N) 2X BL CKING "O.C. 4,6. x O RAFTERS(N) P.W. SHTG. B.N. W/ 2-16d @8 TO (E) RIM > JOIST @ 16" O.C. DRILL, CLEAN "L & 2-16d AT EA. SIDE TO (N)2XJOIST - I 4 (N) 2x6 RAFTERS ' SIMPSON EPDXY -TIE - (N) SIMP. A35 @ 16" O.C. 4 @ 16" O.C. INSERT A. BOLT (N) 2X6 P.T. LEDGER W/ W • -4, 5/8"D A. BOLTS @24" O.C. 16 x (E) CEILING JOIST (N) HANGER (E) CEILING JOIST (N) SIMP. 3/8"Ox5 EXISTING FOOTING (N) 6X1 0 BEAM LAG SCREWS@ 12" O.C. (N) HANGER 5 (N) 2X14 LEDGER (N) 2X LEDGER (E) DBL. 2 X TOP PLATE 't (N) UDP2 DETAIL 9 W/ 2-SIMPSON LArJ (E) 2 X STUD WALL SDS 1/4"Ox4-1/2" 4-#4 EA. WAY LAG SCREWS@ 12 O.C. (N) 4x6 WOOD POST 3-16d TO 4X BLOCKING STAGG, N SIMPSON A35 @ 4 SIDES (N) B.N. DETAIL 5 DETAIL 1 2'- 6 x 2'- 6 (N)4X BLOCKING UNDER (N) POST (N) PLYWOOD SHEATHING (N) SIMP. A35 @ 3-SIDES OF 06 BLOCKING (N)2X P.T. PLATE t DETAILS 13 (N) BLOCKING PROVIDE WOOD SHIM (N) P.W. SHTG. 2x BLOCKING, SIMPSON A356 16"O.C. SEE S.W. SCHEDULE FOR AS REQUIRED (E) STUD WALL STIFFENER SIZE & SPACING (E)2X PLATE 2-#4 BN 2X6 ROOF RAFTER $ N. 3X SILL PLATE (N) P.W. SHTG. .. 6 16" O.C. (E) PLWD. SHEATHING (N) B.N. DRILL, CLEAN, FILL W/SIMPSON EPDXY -TIE C (N) STEM WALL (N) 2x6 RAFTERS (N) SIMP, A35 (N) PLYWOOD SHEATHING INSERT A. BOLT SPECIAL INSPECTION #4 X24" DOWELS @ 16" O.C. @10" O.C. (N)2X JOIST IS REQUIRED 4X6 IN @ 16" O.C. >< r ......... 2-#4 (N) CEILING JOIST 3X BLOCKING 2X P.T. PLATE W/ EXISTING F001ING (N) HANGER 44 WOOD POST BEYOND DRILL, CLEAN, FILL W/ 5/8"0 A. BOLTS (N) 2X LEDGER (N) DBL. 2 X TOP PLATE SIMPSON EPDXY -TIE le i. @ 24" O.C. (N) UDP1 W 2-SIMPSON (N) 2 X STUD WALL INSERT A. BOLT Nn N SDS 1/4"Ox4-1/2' SPECIAL INSPECTION -2-#5 CONT. ry EA. WAY LAG SCREWS@ 12" O.C. IS REQUIRED 4 - 1191L.5 I ___.(ZF-5-#4 4' 4 C) S.- 0 x 3- 0 EXISTING FOOTING Ali -(N) FOOTING -A 19 CONT. DETAIL 10 DETAIL 6 DETAIL 2 1 1144 (N) SHEA:4 !ING (E) STUD WALL PLYWOOD JOINT Fq�*LUGGD 2x6RAFTERS * 16" O.C. (N) FOOTING #4 DOWELS @ 24" O.C. (N) B. N. (N) PLYWOOD SHEATHING 1E I ROOF 2x BLKG. W1 SIMPSON A35 TO 4x(o 12$s 4 AT EA. END TO 2x6 RAFTER, TYP. (E)2X FLOOR JOIST (N) SIMP. A35 2X10 RAFTER /-B.N. (N) SIMP. A35 (N)2X BLOCKING @ 32" O.C. DETAIL 14 @16" O.C. F-70. P.W. SHEAIHINC 2X10 RAFTER 2X HIP RAFTER 2-1/211 ? x (o L436 f (N) SIMPSON HR81 (2 BLICKI NG VN = IT 2-3/8"0 L.S. SIMP. LSU210 SIMPSON ECG DRILL, CLEAN, FILL�j 0 1211 O.C. (N SIMP. A35 X4 WOOD BRACING, (�W Tj/ SIMPSON EPO) E 6" O.C. INSERT A. BOLT (N) 2X6 P.T. LEDGER --2xl2 VALLEY RAFTER 2-2X STRUT 2-SIMPSON H6 5/8 D A. BOLTS L @24"O.C. W/ 16d @ 6" O.C. 2X10 RAFTE e- 2" 2-1/2" d THRU BOLTS SIMPSON A35 SIMP. LSU21 (SPACED 1-3/4" O.C.) EXISTING FOOTING (E)4x4 WOOD POST (N)4x4 WOOD POST 2-2x CEILING JOIST DETAIL 1 F_ 15 DETAIL 11 DETAIL 7 DETAIL 3 P.A. 5HEATHIN6 P.W. 5HEATHINC7 4X WOOD POST 4" THK. SLAB W/ 2x6 RAFTERS 6 16" O.C. 2x6 RAFTERS 6 16" O.C. #4 @ 12" O.0 EA. WAY B.N. 2x BLKG. W/ 51 PSON A35 TO 46 2x 5LKG. W1 SIMPSON A35 TO 4x6 SIMPSON CB B.N. T 4 AT EA. END TO 2x6 RAFTER, TYP. 4 AT EA. END TO 2x6 RAFTER, TYP. 1/2" SEALANT W/ (N) 2X8 P.T. LEDGER BACKING ROD SLOPE -Ax 2-1/2"? X (ol' LAGS Xb 4X 2-1/2"? X 6" LAGS SPACED 1-3/411 O.C.) IMPSON cc SIMPSON ECC- ( SPACED 1-3/4" O.C.) 2-#5 CONT. 2X JOIST FIN. GRADE 2-#5 CONT. 2X6 P.T. PLATE 2f 4X4 WOOD BRACING, 4X4 WOOD BRACING, 4X4 WOOD BRACING, O�C #4 @ 12 5/8"0 A. BOLTS @ 4' cl. c. 00 I - _11 _11 2 pit 11 F1 I =_111 Ell El T 11 F11 FF ]II f ==111 1 2-1/2"? THRU BOLTS 2-1/2" d Xb" LAGS :2 SPACED 1-3/4" O.C.) SPACED 1-3/4" O.C.) 00 2-#5 CONT 2-#5 CONT. 00 4" x 4" AOOV P05T 4" x 4" Y400D P05T 1t-2" 16"XI 6" AT POST LOCATION ONLY DETAIL " 4 DETAIL 12 DETAIL 8 HENS ONS ts ft 1 5 6 0 0 w m Exp. 6-W 6 06 c z 0 ci) w 0 z 0 i® r. c\j 0 z 0 < -ce z 06 z 0 F- U) 0 c/) (n 0 c6 oo w w n 0 cc z 3: CL 0 cl) F- z w z 0 F- w w m cl) DATE: 8/08/2005 SCALE: N.T.S_ DESIGN: JOB NO.: oi) C3 SHEET NO.