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HomeMy WebLinkAbout10145338.pdfHNDEX TO DRAWWOS, A-1.1 SITE PLAN, EXIST, FLOOR PLN. & ELEVS. A-.1 REVISED 1st. FLR. PLN., PROP. 2nd, FLR. PLN. A-.1 BUILDING SECTIONS A- 4.1 REVISED EXTERIOR ELEVATIONS COVEREQ PATIO I A- 6.1 ARCHITECTURAL DETAILS N E-2.1 1st. & 2nd. FLOOR ELECTRICAL PLANS EN-1 ENERGY COMPLIANCE FORMS I II NEW - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 ------------ -------------- 1 FOOTPRINTF - - - - - ADDITION, - - - SHOWN HATCHED 0 3 2 0 FAMILY �OOM 1 i 06 GARAGE Electric I Meter DINNIJG ROOM _J KITCHEN 6 d) 0 L L L LL S LIVING ROOM ELL *L A I- I- I L L L L Aft"CE"t EIL3D OCCUPANCY: GROUP R-3 v I on,;cFIWA G& FrR EVLEGCTRE,p�,,,, p? Z HA A pw L A 7H, 5 wco and Gmbauo 70NIN- A. Ttd, nt 0 rxusp te kept oil, the job C10,0E E.-DIT ,, I AP#.- C 14-221-34 tin saiTiv, �,an, pent, ��iovi from the C,C NOT I The alcceptP,-11012u A olful a pacifIcations SHALL (E) 1st. FLOOR LIVING AREA 1, 416 sq. ft. to Penn i 'i� r be, an 4701,i`iik,f thc ViOlati0k Of anY I , , if� yl:s Z, �,4 be hjd nce or Sads Law. 1st. FOOTPRINT ADDITION 80 I Provisions off ANY 'k (E) 2-CAR GARAGE 406 sq. ft, y NO F YES, A Ma P 4M, d B y 2nd. STORY LIVING AREA ADD. 1, 416 sq. ft. TOTAL LIVING AREA SQ. FT. 2, 912 sq. ft. W" -'s N­ PECIFICATIONSra LOT SO, FT 6, 480 sq. ft, T�m N URRENT LOT COVERAGE 28.11 % 1. All materials and workmanship shall conform to the 2001 edition of the REVISED LOT COVERAGE 29.35 % California Building Code. K I 51 Z It shall be the responsibility of the contractor to provide adequate PROJECT DESCRIPTIOIN*, bracing, shoring and support of all temporary construction, temporary excavations, partially completed portions of the work, and temporarily THE APPLICANT IS PROPOSING THE ADDITION OF A SECOND STORY TO- THE EXISTING 'E unsupported portions of the structure; such bracing, shoring and FIRST FLOOR LIVING AREA. THIS ADDITION WILL INCLUDE FIVE BEDROOMS, AND TWO support must insure the safety of the adjacent property and any FULL BATHROOMS. THE EXISTING WINDOWS AND DOORS WILL BE REPLACED WITH MORE persons who may come in contact with the project. ENERGY EFFICIENT ONES. 3. The documents indicate general and typical details of construction. GLI Mere conditions are not specifically indicated, details of a character THE REVISED ELEVATIONS WILL TRY TO MATCH THE EXISTING ONES AND WILL similar to those shown shall be used subject the review by the engineer. INCORPORATE ARCHITECTURAL FEATURES THAT WILL BLEND WITH THOSE EXISTING 9 0 4. The contractor shall be responsible for coordinating the work of trades IN THE VICINITY.. co and shall verify dimensions, elevations and conditions of the site and 0 existing conditions prior to commencing construction. If there ore any ALSO AN 80 SO. FT. AREA WILL BE ADDED TO THE (E) FOOTPRINT. THE PERCENTAGE OF discrepancies between the existing conditions and these drawings and LOT COVERAGE WILL INCREASE SLIGHTLY (SEE PROJECT DATA), specifications, the contractor shall notify the engineer immediately in 0 writing. In no case shall dimensions be scoled from plans, section or NO LANDSCAPE OR FENCE WORK WILL BE EXECUTED UNDER THIS APPLICATION. i0 details on these drawings. c 5. For openings not shown and or detailed on the structural drawings, which penetrate structural elements, obtain written approval before ID proceeding with work. e2 6. Frame opening and support miscellaneous equipment as detailed on the 0 drawings, where no details ore provided, obtain approval before GENERAL NO 1AY 0 TES IC proceeding with work. 0- 7. Shop drawings required shall be submitted to the engineer for review 1. All work shall be performed in accordance with the 2001 editions of the prior to fabrication. California Building Code, Uniform Plumbing Code, Uniform Mechanical Code, 8. Design live loads. Roof-2 0 p.s.f., Floor-40 p.s.f. Uniform Fire Code, and the 1996 edition of the Notional Electicol Code. 9. Special inspections are required by Section 1701 of the Uniform Building Code for concrete placement and reinforcing steel placement. 2. Anti -Scald valves to be used on all showers and tubs. 10. Structural observations shall be provided as follows. A. At completion of framing and sheorwoll nailing, prior to wall insulation. 3. Bedrooms shall be provided with a window for emergency egress with a The contractor shall provide 48 hours minimum notice to the engineer for maximum sill height of 44". a minimum net opening of 5.7 sq. ft., and minimum all required observations. openable dimensions of 24" in height and 20" in width. L K 4. Showerheads shall be 2.75 GPM maximum, kitchen arid lavatory faucets �L A N D S C CARPENTRY shall be 2 GPM maximum, and toilets shall be 1.6 gollons maximum per flush. 1. All lumber shall be Douglas Fir #1 or better, ACZA pressure treated 5. All waste lines shall be provided with an approved air gap device. 1 2 3 8 C E D A R S T R E E T with maximum moisture content of 19 i - - - - - - - - - - - - - - 2. Joist hangers and framing connectors: 6. Water closets shall be located in a clear space of not less than 30" r "Strong Tie" Simpson Co., Son Leandro, CA. in width and hove a clear space of not less than ',94" in front. 1 Bolts and washers; ASTM A307 and A325. Solt holes shall be maximum y, WALL LE larger than bolt size. 7. Provide on approved forced draft system in Master Bathroom. lGEND Y1 6" IIIL-I-1 III *" 4. Foundation plates for all exterior walls shear walls and bearing walls 8. All exterior wall and ceilings exposed during the course of the work shall III CL shall be bolted With V diameter bolts of 4® O.C. maximum. unless be insulated with a minimum of R-13 in the walls ond R-30 in the ceiling. 11 6 (E) CONSTRUCTION TO BE RETAINED otherwise noted. Bolts shall embedded minimum 7" into the concrete. Penetrations through exterior walls and floor shall te foamed or caulked. 3 r (E) CONSTRUCTION TO BE REMOVED 5. Nailing schedule shall be as set forth in Table 2310 of the 2001 Uniform 9. The second floor structure is braced in accordance With the 2001 CBC, Cog% Building Code.. All nails shall be common wire noils, hot dipped galvanized. Division IV, Conventional Light Frame Construction. Wall panels in on 31t :Po the Structural plans shall be constructed in accordance with Section 2320,11.5. The contractor shall verify that the existng walls designated DEMO KEY `TES 05 - - - - - - - - - - - - - to remain, are constructed in accordance with this 11 Section. -- - ® - - ® - - ® - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L I-TIF I REMOVE AND DISCARD (E) WALLS AS SHOWN. -1 111 loop I-Iig 2. REMOVE (E) FINISH DOWN TO WALL FRAMING OR _T WATER PLYWOOD ON (E) WALLS TO REMAIN AS SHOWN, HEATER FINISH NEW WALLS SAME AS ADJACENT MATERIALS. 6 1'& AC ATHROOM r THROOI` 3. REMOVE EXISTING WINDOW, PATCH AND REPAIR AS REQUIRED SO THAT NEW EXTERIOR SIDING MATCHES BEDROOM L .^JL J' EXISTING, INTERIOR FINISH TO MATCH EXISTING I , � I` 19 ADJACENT GYP. BD, FINISH. � III III 1 I .I, , ,. •$ �I �I II , . - :' ,. A ., I, I III III 4. REMOVE (E) ROOFING MATERIAL AND ROOF FRAMING THROUGHOUT MERE PRACTICAL PRESERVE (E) % 13ATHROOM II II II III MECHANICAL AND ELECTRICAL EQUIPMENT, % 5. WHERE PRACTICAL REMOVE EXPOSED ELECTRICAL WRING, LIGHT FIXTURES, BOXES, AND SUB -PANELS NOT TO BE REUSED.. 6. SET ASIDE REUSABLE ITEMS SUCH AS DOORS, Mdston South Sevefion 4 F �!J - - - - - - - - - WINDOWS AND EQUIPMENT FOR RECYCLING OR 1/4P V-W DISPOSAL BY OWNER. SALVAGED LUMBER MAY BE REUSED FOR NON -BEARING PARTITIONS AND BLOCKING WITH APPROVAL OF THE ARCHITECT/ENGINEER 7, ALL DISCARDED ITEMS TO BE DISPOSED OF IN A LEGAL MANNER OFF -SITE. - - - - - - - - - - - - - - - - - - - .®. - - - - - - - - L II 6 ..J U all L A N D S C A P E 6 II II LiLL_ L-, a%= am goo -1 M 11i W= Usthg West It evabon lmm�� 0 1EIMM, 71 CA 94952 7 7668212 70 766 9646 C05 238 ;x Eyp. 06130106 * DFC _,4 iii crVii ,� M, z � rat rTi 0 �ni r � Im FAC ILE° ROOM ------------ LINE OF GAS 2nd, FLOOR _ _ _ _ _ _ _ ABOVE l_ .._ .._.. _...._ METER BEDROOM IMP 1W (E) LIVING AREA = 1, 416 Sid. FT. (N) ADDITION SO SO. FT. -WALL L (E) GARAGE = 406 SO. FT. (NO CHANGE) (E) CONSTRUCTION TO BE RETAINED (E) CONSTRUCTION TO DE REMOVED NEW 2x4 STUDS 0 1 " C.C., « --.Y...-------..Y-7.,Y,--------Yam.-- i q� i C LINE OF 2nd. FLOOR ABOVE C � I VERIFY SOLID CORE, SELF CLOSING GARGE I C I C C � C I p 1 C � C 4' � C U) 0 V. 0.1 It C¢ N 1 w 20 u , i 6.1 LINE OF GARAGE c WALLS BELOW i HALLWAY yv5068 y ' CARPET ♦ i 4 SLD. CARPET , TEMP. GLS PAr ..- F ; . ` III BEDROOM � , rCARPET t , ELM 10 PR 2068 'w # D HCa y ri■ .. .5 .. r « ' � � ����IIIMf�.rr - « r a « .♦ ! p a F r.. p. « #: ! # « z. WHIRLPOOL, PRIOR TO FRAMING ENCLOSURE. i 19. RESIDENTIAL TYPE FIRE SUPPRESSION SYSTEM; FULLY SPRINKLERED RESIDENTIAL SELECTION BY i« # ' Mtlt s 1.i 15 r' TYP. CARPET • # 4 Lo io r r PT.Y ' p y r _ " ,..• PR 406 >E F a r r p « i « # ! # ! � # ' F R F ,� ! t' '� ♦ lR . � � # (E {�,`..i f�"� } t). ]t( ( '"fir � � � � p � � � � L • i , ! - � 4 4 � j r � ` y r r IE (�:w` �+.:/ } i� 1 f t ! c t f f.: %952 pl 2 �12 , A. N. SS q` d014-221-34 R V a �J 0 ) M REV.I PROP. 2nd. FLOOR PLAI R-13 WALL INSUL. Section 1 1/41 = 1 �-U' Section 2 1/4!1 = 1 i-011 (E) coNcRETE -J $1-AS ON GRADE R-13 IJ INSUL. (E) COVERED PATIO (N) C'oNe. SLAB AND FOOTING TO MATCW EXIST. ri 09 LINE OF (N) WALL$ MELOW, TYP. PS Lmlow (N) ROOF --- BELOW (E) F;ZOOI= OVER PATIO, TO REMAIN \—LINE OF (E) WALLS BELOW, TYP. Revised Roof Plan 1/41 = 1 "-U' Gam GUTTER TYP. 05 ,(N) ROOF OVER GARAGE, TO REMAIN Franco & Grubaugh DRAFTING SERVICES * Design 0 Planning Consulting 0 Project Management 1.45 Keller St. Petaluma, CA 94952 Tel: (707) 766 8272 Fax: (707) 766 9646 E-Mail: annando@cogenesis.net OWNERSHIP OF DESIGN & PLANS This Design, Drawing, related Specifications and Details are Instruments of Service and remain Property of F and G. No revisions, Reproductions or Unauthorized use of this Design and related Documents shall be made without the written consent of F and G. V-0 CD u! NO. r, 05sne Exp. 6-30- C V I erF Ik OF C No. Revision Date t� —J APN: 014-221-34 0 U U Z Z CYO � H 0 0 Cn SECTIONS, ROOF PLANT DATE MAYS, 2004 scap, AS NOTED PROJ. # 04-027-Cedar FILE 027-A21 "'T A-3.1 OF 1911%,TS I mica= tfol#lmwi�l 11 Itillatmo�- N fl (E) STUCCO SIDING Rev'Wed West Sevatobn mill"'INIM174 ELEVATION KE y / iNOTES ADDRESS SIGN: VERIFY A BACK LIGHTED ADDRESS SIGN ON WALL +8'-0" ABOVE FIN. FLR. (SEE EXTERIOR ELEVS.), 4- HIGH NUMERALS. 2. EXTERIOR SIDING: CEMENT PLASTER SIDING OVER A CONTINUOUS VAPOR BARRIER OVER METAL LATH OVER PLYWOOD SHEATHING. FINISH TO MATCH EXISTING IN TEXTURE & COLOR. 3, NEW RAIN WATER LEADER: 2x3 RECT. GSM, FINISH MATCHING GUTTER, U.N.O. CONNECT TO EXISTING UNDERGROUND DRAINAGE SYSTEM . 4. NEW GUTTER: CONTINUOUS, 26 go. MIN. G.S.M. GUTTER, PROFILE AS SHOWN IN DETAILS. SOLDER ALL JOINTS, MITER CORNERS. 5. GUTTERS. DOWNSPOUTS, FLASHINGS AND CRICKETS: SHALL BE 26 go. MIN. GALVANIZED STEEL UNLESS OTHERWISE NOTED. 6. CONCRETE TILE ROOF: MONIER LIFETILE HIGHLAND GRAY SLATE, (ICBO ER2656, ICBO ER2093' 10.3 LBS/SQ. FT.). INSTALL OVER MOISTURE BARRIER, OVER SOLID SHEATHING PER SECTIONS 2312.2 AND 2320.12.9.. (SEE STRUCTURAL DRAWINGS). INSTALL TILES IN ACCORDANCE WITH C.B.C. CHAPTER 15, TABLE 15—D—t AND PER PER MANUFACTURER's RECOMMENDATIONS. 7TEMPERED GLASS: INSTALL TEMPERED GLASS IN WINDOWS AND DOORS AT THIS LOCATIONS CONFORMING TO C.B.C. SECTION 2406. ALSO SEE EXTERIOR ELEVATIONS FOR LOCATION OF 1 OR MORE PANES OF GLAZING. 8. FASCIA AND TRIM: KILN DRIED REDWOOD OR CEDAR. SURFACED ALL SIDES U.N.O. SEE DETAILS FOR DIMENSIONS AND PROFILES, PAINT/STAIN AS PER OWNER's CHOICE. 9VINYL FRAMED WINDOWS: DUAL GLAZED WINDOWS, TRIM PER DETAILS. SEE FLOOR PLAN FOR SIZE AND TYPE . PAINT/STAIN TRIM. 10. EXISTING ELECTRICAL MAIN ENTRY AND METER PANEL: ELECTRICAL CONTRACTOR TO VERIFY THE ADEQUACY OF THE EXISTING SERVICE TO SERVE THE PROPOSED ADDITION PRIOR TO COMMENCING WITH THE WORK. CAULK AROUND PENETRATIONS THRU WALL/SIDING. 11. ROOF SLOPES: CONTRACTOR TO FIELD VERIFY ALL ROOF SLOPES PRIOR TO FRAMING OF ROOF. SLOPES MAY REQUIRE ADJUSTMENT FOR PROPER DITIONALTRANSITION FROM ONE ROOF SLOPE TO ANOTHER. REFER TO ELEVATIONS AND SECTIONS FOR ADINFORMATION AND INTENDED APPEARENCE, 12. lx4 WOOD TRIM AT ALL WINDOWS AND EXTERIOR DOORS, TYP. 13. GUARDRAIL: HEIGHT .36", RESIDENTIAL, CONFORMING TO C.B.C. SECTION 509. SEE DETAILS FOR FURTHER CONSTRUCTION INFORMATION IN Im I (E) V POST (N) I x4 WOOD WINDOW TRIM L— — — -- — — — — — ENTRY DOO =;0 00#01,00:00,000,00 =00' 0 0j;l0t 001010! REPLACE (E) -ALUMINUM VAN DOWS, , N TH VINYL. FRAME -WINDOM -,TYP.'ICI ----N Revo"sed South Sevato"on �4) I/ wommmmamm 'r _ I I-W allow U9101 =wl� Pp 0:02 Oil t IIR .00 k 0000,10 42 POP* #w 40,01 .......... ....... WOOD DOOR SIDING W/ METAL AND GLASS DOOR HIM 9 af; ' VA I sl No. Exp. civ REVISED EXTERIOR ELEVATIONS I A-4A Certificate of Compliance: Residential (Part 1 of 2) CF-1 R Avila Addition 7/19/2004 Project Title Date 1238 South Cedar Street Santa Ana Project Address _- Building Permit # Griffin Energy Compliance (707 778-7818 _ Plan Check / Date Documentation Author Telephone COitl uter Performance 8 Field Check / Date Compliance Method {Packs a or Computer) Climate Zone Enforcement !Lenpy Use ON GENERAL INFORMATION Total Conditioned Floor Area: 2,890 ft2 Average Ceiling Height: U ft Total Conditioned Slab Area: _.___., 1.474 ft2 Building Type: (check one or more) Single Family Detached ❑ Addition D Single Family Attached ❑ Existing Building El Multi -Family [XI Existing Plus Addition Front Orientation:_ (North) 0 deg Floor Construction Type: ,lab Floor Number of Dwelling Units: 1.00 Number of Stories: 2 Raised Floor savn.,vn�� �nct,.t_ tfv�ut..H t tutu Const. Component Frame Assembly Location/Comments Type Type U-Value (attic, garage, typical, etc.) R-30 Roof R.30.2xl2.16} Wood 0A35 Exterior Roof Default Wail Prior to 1978 Woad 0.386 'Exterior Wall Solid Wood Door _ Wood 0.387 Exterior Door Slab Can Grade _ n/a 0.756 Covered Slab w/R-0.0 Perimeter Insulation R-13 Wall (W..332x4.16) Wood 0.088 Exterior Wall R-19 Floor (F.19.2x8.16} Wood 0.049 Exterior Floor / Over Open Space Type Orientation Area SF -F Fenestration Exterior Shading Overhang Side Fins Yes / No Yes / No Eront (N_arih) 20A 0.85 0,7Q Bug Screen ❑ © ❑ Front (North) _ 94.6 0.60 0.65 - Bug Screen ❑ X❑ ❑ X❑ Lef L _ (East) W.44 _ 0.60 9,65 Bug Screen ❑ 0 ❑ Rear __jSquth)_ _ 178.9 0.60 0.65 Bug Screen ❑ 0 ❑ X❑ I 150.4 _ 0.60 0.65 Bug.Screen _.� [� © ❑ [X] - - _ ❑ ❑ ❑ ❑ _ ❑ ❑ (7 ❑ ❑ ❑ ❑ ❑ _ ❑ ❑ ❑ ❑ 15 Mandatory Measures Checklist: Residential (Page 1 of 2) MF-1 R NOTE: I,owrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk C) 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 rhankiict n n, DESCRIPTION instructions: Check or Initial applicable boxes or enter N/A if not applicable, Building Envelope Measures _ DESIGNER ENFORCEMENT tXl 4150(a): Minimum R-19 ceiling insulation. D§ 150(b): Loose fill insulation manufacturer's labeled R-Value. - 150(0, Minimum R-13 wail insulation in wood framed waits or equivalent U-value In instal frame waifs {does not apply to exterior mass wails). X 1150(d): Minimum R-13 raised floor Insulation In framed floors or equivalent. § 1500): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 permlinch. © § 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 seated. § 150(9): Vapor barriers mandatory in Climate Zones 14 and 16 only. § 150 ft 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 Conditioning, Water Heating and Plumbing System Measures Q§ 110 13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. LAJ § 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACGA. )( § 150(i): Setback thermostat on all applicable heating and/or cooling systems. t!tl §150 tJ): Pips and Tank insulation 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. 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 exte, rwa insulation or R-16 combined Internallexternal insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 65 degrees F. insulated. i 6. piping Insulating between heating source and Indirect hot water tank. En . .__ A - Certificate Certificate of Compliance: Residential Part 2 of 2 CF-1 R Avila Addition 7/19/2004 Project Title Date HVAC SYSTEMS Note: Input Hydronic or Combined Nydronic data under water Heating Systems, except Design Heating Load. Heatjn E ui men/ Minimum Distribution g q p Type and Duct or Type (furnace, heat Efficiency Location Piping Thermostat Location / pump, etc.) (AFUE/HSPF)(ducts, attic, etc,) R-Value Type Comments 7 °/$ e AFUE Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location ! heat pump, evap. cooling) (SEER) (attic, etc.) R-Value Type Comments No Cooling__V0_Sf.ER_ Duets in Attic 4.2 .__ Spthack �Existing HVAr ` WATER HEATING SYSTEMS Rated 1 Tank Energy Fact! • 1 External Water Heater Water Heater Distribution # in Input Cap. or Recovery Stand byy Tank Insul. System Name Type Type Syst, Btu/hr (gal) Efficiency Loss (°lo) R-Value Existing DHW mali 2.ac Standard f}gt IAAR 125 instant Gas Standard 1_.,___ 40.470t3 I. ._._ 125,000 _.___„_50 0.53 nJa 0 016 450 12 Na - 1 For small gas storage (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance and heat pump water heaters, fist energy factor. For large gas storage water heaters (rated Input of greater than 75,000 Btuthr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input and Recovery Efficiency. 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 sealing 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: P. Qrisn-Young Title/Firm: F & G Drafting Title/Firm: Griffin EneW Com IlMee__ Address: 145 Keller street Address: P.O. Box 2099 Petaluma CA 94952 Petaluma CA 94953 Telephone: 2 7 qe-a2 :__. Telephone: (707) 778-7$18 Lic. #: $ f ,. Mandato Measures Checklist: Residential (Page 2 of 2) MF-1 R 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 nr nn this nharklist nr.iu 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 shag be seated with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181 B. It mastic or tape is used to seat openings j 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 seems 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-sectionat 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 eitherautomatc 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 insiIuctlons; ro.etectrlc 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. Yv` § 11& Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light, (Exception: Non -electrical cooking appliances wlih pilot-s.50 $tuthr) '�ii El § 118 (f): Cool Roof material meet specified criteria Lighting Measures §150(k)l: Luminaires for general lighting In kitchens shag have lamps with an efficacy 40 lumens/watt of 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 4he ti 0ip,). §150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of- 40 lumenstwatt or greater switched at the entrance to the room or one of the alternative to this requirement allowed in Section I60(k)2.; and recessed caging fixtures are IC (insulation cover) approved. 3.1 By EnergySaft User Number: 2503 � � Job Number: 07160413 ��______.____ __� Page:7 of 15 Certificate of Compliance: Residential Addendum CF-1 R Avila Addition 7/19/2004 Project Title Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the Items specified in tttis checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement ationcv determines the adeauacv of the iustification, and may raiect a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. plan Field The DHW System "Existing DHW' Energy Factor = 0.530. An EF below 0.58 requires an R-12 External Blanket. HERS Required Verification These features must be confirmed and/or tested by a certified HERS_ rater under the supervision of a CEC approved HERS Nr %JV UVI . "IV ncrto rawr urerxxt uvcurnent tyre nera venrrcauon ano uiagnostic resting of tnese measures on a corm L r-arc. EnergyPro 3.1 By EnergySoft User Number: 2503 Job Number: 071e0413 Pace:5 of 15 DRAFTING SERVICES • Design • Planning • Consulting • Project Management 145 Keller St. Petaluma, CA 94952 Tel: (707) 766 8272 Fax: (707) 766 9646 E-Mail: armando@acogenesis.net OWNERSHIP OF DESIGN & PLANS This Design, Drawing, related Specifications and Details are Instruments of Service and remain Property of F&G. No revisions, Reproductions or Unauthorized use of this Design and related Documents shall be made without the written consent of F&Cr. A. i No2SS rri . Fx , -30- � p :f j I No. Revision Date BY APN: 014-221-34 O C� U F"a"t r� 0 0 Con Q W 00 C/.i � N .w ENERGY COMPLIANCE FORMS DATE RJI.Y 2004 SCALE AS NOTED PR07. # 04-027-Cedes FILE 027-SAG SHFRT EN.. Or SHEETS x6 STUDS AT 16"O,C. GYP. BD. SW <> OR x W/ 20d AT 6" O.C. " WALL-SHEATH'G STUD WALL 16d 0 WALL PEN 2" SO. TUBE (3f16" THK.) BN SEE PLANS LYWOOD SUBFLOOR PER PLAN SPACING 1 1/4" PE SEE PLANS GALliA 4'—O"O.C.+/ WALL E.N. FLR. PEN 16"O,C,,TYP FLOOR P.E,N. " 1/4" SQ> GALVA PICKETS "�.c, 1 a, s TJ#FLR, JS SW <> OR LL FLOOR SHEAT'G, " 1 1/4 IJ SOLID BLK'G — SHT G. PER PL TJi 'G, SEE STRUCT, AT 48" < --T,1I FLR. JST. PLAid RIM JOIST 0 16" O,C., TYP. A35 0 6"X6" X 1 /2" PLATE P.E.N. 0 16" O.C. , NTH (4) /4"0 M.B. SPLICE, TYP BALL E. 2X6 FLAT V 2X6FLAT EXT. CEM. PLASTER " GYP, BID. DBL. TOP PL OVER METAL LATH OVER MOIST. BARRIER A35 0 16" O.C. GEM. PLASTER SIDING " GYP. BD. ° 0 OVER METAL LATH SrPON A 35 TO EA. 1 1 f 4" HEADER e\ < fee GYP. BD, OVER MOIST, BARRIER SIDE OF JOIST 1 1—le 6° PER PLA HEADER ERE 3 " GYP, BD, 6 SHO IN 2X RIM JOIST 2x6 STUD WALL FRAMING PLAN I SECTION T AT 16" O.C. - STUD WALL SEE DETAIL 2/A-6.1 FOR PER PLAN INFO. NOT SHOWWN MERE SCALE 1 \"=1 e-O" SCALE 1 "=1'-O" ALL J O I T9 P E R P E ICJ D I U L A 07B102-12 238 ALL JOIST, PARALLEL S07B108-1238 RALONQ DE7AOL SUMS PLYWD. SOLID BLK' PROVIDE NAILING & WIND APPLY CONTINUOUS BEAD PROVIDE NAILING & WIND EXT, CEM, PLASTER SEE STRUCT, PLANS PER PLAN .� CLIPS FOR CONCRETE TILE OVER METAL LATH FOR ADDITIONAL W/ 1 CLIPS FOR CONCRETE TILE OF ROOFER'S CEMENT PER MFR'S. INSTALLATION OVER MOIST, BARRIER INFORMATION 3-3"- VENT PER MFR'S, INSTALLATION CARRIED OVER NOSE ENDS PROCEDURES R-13 MIN, HOLES ® 4" G.C. PROCEDURES OF EACH RIDGE TILE 2x6 OUTRIGGER SW PER PLA MALL INSUL. EXT. CEM. PLASTER ROOF RAFTERS PER BLOCK PER PLAN UNDERLAYMENT: MIN. 30 RIDGE TILE 24" O C 26 GA GSM COUNTER- ON METAL LATH OVER GYPSUM BOARD 2 go. GSM FLASHING W/ 4" LEGS MIN, MOISTURE BARRIER OGEE GUTTER FELT CARRIED OVER AND FIRE CEMENT CONC, TILE ROOF OVER EXT, PLY R-30 F.G. UNDER 2x3 NAILER u.°� 3:>`. GROUT FILL OVER 151b< FELT712*-0" SEED STRUCT. CONC. TILE BLOCK ROOFING 2X LEDGER W 2x FRAMING ROOF INSUL. DWGS. _ BLDG PAPER P.E.N. ROOF PEN ROOF PLY -- 2x FASCIA SEE PLAN �`�2D 16d 0 STUD B.D, INSUL. BAFFLE. MAINTAIN S#MPSON HANGER- ROOF PLYWOOD- 2 go. G.I. 2'-G" p TO 2x BLOCKING 2" MIN. AIR SP SEE STRUCT, PLAN DRIP EDGE �O� _ E SEE DETAILS PER STRUCT, Al, A3 & A4fS-5 1 PLANS � SKEET MEMBRANE INSULATION FOR STRUCT. INFO A34 0 12" NOT SHOWN HERE Xl3 FASCIA VENT 2'—G" FaO°S° 2x DBL. PLATE N.T.S.) 1 d PLY1AsD SHEATHING P.E.N. 61 C30 SEE STRUCT, DWGS. 1x4 OD TRIM HEADER ERE -.-w.00CURS ®p X10 BLOCKING 4 F.O.S. E i 't h -- R-13 F.G. 30 FIBERGLASS BATT INSUL, " GYP BD ROOF INSUL. TJI FLOOR TJI BLOCK CORNER BEAD SHEATHING JOIST PER PLAN HEAT " GYP. BD. UNDER WALL PER PLAN STUD WALL RIDGE BOAR SEE x WALLPLAN & SW SCHED, PER PLAN TRUCT. PLAN EXTERIOR SHEATHING/ S EXT. CEM. PLASTER PROVIDE NAILING &WIND EET ROOF RAFTER— #DING R-13 FIBERGLASS MEMBRANE 4" MIN. SIDING OVER MTL. LATH CLIPS FOR CONCRETE TILE SEE STRUCT. WALL INSUL. PROVIDE NAILING & WIND FROM EDGE OF PLASTER OVER MOISTURE BARRIER PER MFR'S, INSTALLATION PLANS CLIPS FOR CONCRETE TILE 8" YP. BD, PROCEDURES PER MFR'S, INSTALLATION #LIN SCALE 1"=1'-O" SCALE 1\"=1'-0" SCALE 1"=1'-O" PROCEDURES SCALE 1'a-1'-O" SCALE 3"=1'-O" 6 EASE OVERHANG (TYP.) 80101 Q -1238 7_RIDGE DETAIL E07C105-1238 EXTENDED RAKE E07R103-1238 GARAGE9 ROOF T (N) WALL S06C103,1238 EXTERIOR E DETAIL i39E101 A-1238 & 15/A—.3 FOR Plywood and Floor Framing, per plan ------ JNFQ NOT SHOWNI WALL EXT. CEM. PLASTER 2x6 SHAPED LATICRETE 9235 Waterproof Membrane (1,) Exterior Cem> LATICRETE 4237 Latex Thin Set Mortar 2x FRAMING Plaster OVER METAL LATH Additive with 211 Crete Filler Powder Siding OVER META PAPER SEE STRUCK. PLAN SHATTERPROOF or LATICRETE 254 Platinum Multipurpose Thin —Set Mortar (2.) SHOWER DOOR, DRIP y " WIDE SHT MEMBRANE BLDG. PAPER OVER 1 MALL 1x TRIM Tile, Brick, Pavers or Stare Plywood HEAD FLASHING OWNER TO SELECT 2x STUD sheathing SHEET MEMBRANE 2x4 SILL LATICRETE Tri—Poly Fortified Grout with 6" WIDE SKIT MEMBRANE PLYWOOD SHEATHING -~--°--- \" BONDER BID. HEADER PER TILE BACKER BD. TILE BACKING 2x DBL, TOP PL. 1776 Admix (.) Approved JAMB FLASHING, TYP. G.S.M.LASHING STRUCT. PLANS Building S TH SI ES CER IC Ti ' 2x4 STUD WALL Paper LAP' AS SHOWN 4 . `'2_ jr­11 AID CrIT 16" O.C. .� .... ;..� _ VINYL ENDOW- SEE SHT METAL PPED & LAP ED 15W.P. FE HEAD PLAN FOR SIZES LAPP D FLASHING PRE MANUF EXTERIOR CEM, PROVIDE BLDG 3-P HOT MOP STRAI ER, CLAMP PLASTER LAP TYP. PAPER BARRIER TO TR P, SE NOTE BETWEEN DISSIMILAR ' 2x PTDF SILL PL. LATASIL Sealant/Backer Rod METALS, TYP. WOOD SILL .[. ✓+. ,{.R✓•^. .,. w Y,` f ^LAwe•Sav NOTES. WEEP SCREED 1,) LATICRETE 9235 Waterproof Membrane — Liquid Apelied with Reinforcing Ferric, " , (N) [" EXT. GRADE DECK FIN, FLR, Double Fly at Coves and Corners, Continue Min, B (200mm) WIDE SHT MEMBRANEVER SHOWER TRAP, WRAP Vertically at Crave Base. FLASHING, TYP. LAP WOOD TRIM (E Y SUBFOLOOR ALL DRAINS W/ 1" INSUL, SM DRIP 2>) Minimums Continuous Thickness 3/32" (3mm). AS SHOWN�°""� ; 1 /2'' GYP. BOARD (� REINFORCED TO REDUCE NOISE. EDGE 3.) LATICRETE Tri— oly Fortified Grout mixed with LATICRETE 1776 Grout Admix BUILDING PAPER JAMB DETAIL MORTAR BED WEEP SCREED 2x FASCIA Plus Microban 1 1" TO 1 \„ 4>) Installation Spec. ANSI A108,5, INSULATION NOTE: PER PLAN �e 3 �q ��LL (�EACi DETAIL V. DRAIN/STRAINER SET PER TILE COUNCIL MEMB-JURC5,) Service Ratings ASTM G627 / TCA "Extra Heavy". SCALE 3" = 1- 0" " , „ " ,� SCALE 1 a,e1,_0,e T-1 SCALE 1 \ =1 —O SCALE 1 \ =1 - O OF AMERICA & MFR R, SPECS. O 41 E I ®EVIL FLOOR WALL INTERSECTION - EXTERIOR WIND f FLA H I I°� E08W101-1238 E07M07-1238 TILESHOWER I09L405-1238 LDITERRA AAL NY WATERPROOFING SINGLE HUNG WINDOW, SILL/HEAD 15 SEE O A-6,1 1-1/2" FOR HANDRAIL WALL PER PLAN DETAIL EXT, CEM. PLASTER V PLYWD. E.N, 1 �1 /2" DiA SIDING OVER MTL. LATH - -- --- FLOOR OVER MOISTURE BARRIER 2x4 STUD WALL "GYP. BD,, 16" O.C. FIN. PER SCHEDa 2x4 STUDS 0 16" OC. HEADER PER PLAN X12 BEAM " GYP, BD., OIST (3 1 /8" X 2—' R-13 INS. LIX0. ANGER WD.SCREWS # PLYWD PER STRUCT. DWGS era W/BLDG. PAPER OVER SIMPSON — 2X8 SOLID (ALSO OVER DOOR NAILING FIN CARRIAGE FULL HEIGHT 2x4 BLK'G 0 EA. 0 HEADER PER PLAN SHIM SPACE --e, HEADER, SEE HANGERS MOOD STUD WALL HANDRAIL MEAD W/26 GA, GaI,S,M, FIN. PER FIN. STRUCT, DWGS. SCHEDULE FLOOR FRA 10 )j" TYP, SUPPORT FLASH WfDRIP FELT WOOD DOOR OVER AT WALL DBL. 2x6 STUD PER PLAN TREAD z o I AT ,IAMB WOOD TRIM FRAME le TRIM 0 HEAD TOP PL� & JAMB TO SASE SELOW ca i% io MATCH (E) VINYL FRAME DOOR DO NOT SCREW GYP. BD. 2X4 FRAMING W/NA#LING FIN INHERE DOORS SLIDE. --� 1 X CASING TRIM, PAINT 16" O.C. P.E.N. CAULK BETWEEN GYP. BD ,X, TREADS & 1 x4 SHIM INSTALLPERPER G. CASING TRIM 1 x TRIM — R#SERS n�:DOOR PER PLAN PINT DOOR POCKET (3) 2x12 NOTCHED 2X4 CLEAT, ATTACH DOOR STOP FLAT BLACK AT ALL CARRIAGES EXPOSED AREAS TO FLOOR W/ IMPACT FASTENER SW PER PLA HEAD AND JAM[3 SHIM SPACE 1" SLIDING DOORS ARE SIMILAR DOOR PER PLAN 1 /2" GYP, BD, IN PARTIAL OPENCM POSITiION ow M SCALE 1"=1'-O" G P. BD, E � AL " 1'-O" SCALE 1"=1'-O" SCALE 3"-1'-O" SCALE 1\"=l'-Op 1060102-1238 S07810A-lourel E08 622-1238 I08D104-1236 10 D10 -1236 STAIR CONNECTION DETAIL STAIR, LATERAL LIDII�II LA D R TYP. INTERIOR DOOR I -PASS DOOR HEAD �� I `,•� Irk �' t�> �.�: % r �' I ��� � l i I `'�� ONE SET Of' TWO 2X6 KI a 8 -0 I! (2) 16d EA. KICKER PAKIT 2V6 OVER (N) C. J. w/ (2) 16d @ EA. C.J. C.J. 0 16"o.c. BLOCK w/(3) 16d A— A) -----DETAIL ( CONT. 2X LEADGER wM)l6d 0 16"o.c. RAFTER BLOCKING 0DE_rArL rAlmorl"Asgomm"m 0 DETAIL SECTIONS (E) 2X R. R. (E) 2X C.J. D ,-,DETAIL ( �sECTio s A "ROOFING.MATERIAL ON THE ROOF SHALL NOT EXCEED 4.5# PER SQ. FT. 2. EX RIOR LATH: PROVIDE TWO LAYERS OF GRADE D PAPE SPECIFICATIONS PAPE* 1. GRADE & SPECIES OF ALL LUMBER- DF LARCH #2 LION 2. WOOD STRUCTURAL PANELS SHALL COMPLY WITH UBC STANDARD(PS1-95) OR 23-3 (PS2-92) 3. CONCRETE - TYPE 5 450OPSI 4. FOR STR. DETAILS SEE A-6 ' iv oFESSi YA. C 058238 *\ EXP 06/30/06 / * clvll%� �TFOF oil DRAM BY : O.SANCHEZ DATE : 10/28/04 DATE : a (2) MST 48 (HORIZ. OTLB (2) MST 48 (HORIZ. ;. I (2) MST 48 (HORIZ. y 2 y " � __ 2ND FLR FRAMING N r•11111 r 11 °1 4 A AV" H 3 HDR 08 DFL1 I A HDR 0 4X8 DFL1 1 A (ID HDR � 7. 5 4X8 DFL1 B eL r* } y 14�e�°� 4- 2) MST48 (HORIZ.) �qk, MST48 9 a w/32-160 < 8 Z11-711" I MST 7 r�7 c I w/20-1 m a. Q F TA 56O 11- 708- 0 12" O.C.4x4 At3OirE m MAX. SPAN = 26°-1""to 0x rLS1 HDR RAGto 4X6 DFL1 F`� I " I HDR HDR I MAX. SPAN! = I O -0 I CH 4X8 DFL1 4X8 DFL1 20 Z—B\ 9.75 HDRI 4X8I DFL1 STEEL POST (IN WALL) .o 2011111 r no UA HDR � �� HDR 4X6 DFL1 ,0 10.5 ,'0 4X6 DFL1 1 ST FLR I INIG K I r:� IN 3/4" BASE PLATE, 12" X 12". 1/4" FILLET WELD ALL AROUND. WITH (4) SSTB16 ANCHOR BOLTS 24' DEEP PAD FMINTO NEW PAD FOOTING. W( #4 Q16° OL1EW MIN. EMBED = 12-5/8". POST DETAIL FOR "Bil F32 BS' BEAMS 1 im (E) STUCCO OK 10 USE SIMPSO� HANGERS i iBEAM 1I r !I >;� +��' ► rr 4 bd POST •aW f .� •: • N STEEL t; ISTRONGWALL 7777, k--Ee Ww- a-- Y--- ® -j ,,,� A---SIMPSON STEEL 777 H R STRONGWALL SSW 18X8 4X12 DFL1 -.----{2) MST48 (HORIZ.) amrm 40 POST TY�' NLC��IUi Lr— x.. I 3 4 SHEAR MALL SCHEDULE WALL SHEATHING MATERIAL PANEL EDGE MIN, SILL ANCHOR SILT. PLATE REMARKS ALLOWABLE TYPE (1), (8) NAILING (2), (4) THICKNESS BOLTS (3),(11) NAILING(4) SHEAR(#/r) LO LO 7/8"STUCCO ONE —SIDE 11 GAx1 1/2"x7/1 " 2x 5/8" 0 48"a.e. 16d 0 16"o.c. NOTE 7&12 90 HEAD Q 6"o.c. 3/8" CDX PLYWD ONE -SIDE 8d 0 4"a.c. 2x 5/8" 0 48"o.a. 16d 0 4"a.c. NOTE 6&7 189 1/2" STR 1 PLYWD ONE —SIDE 8d 0 4"o.c. 2x 5/8" 0 48"a.c. 16d 0 3"o.c. NOTE 6&7 300 c�a cn 1/2' STR 1 PLYWD ONE —SIDE 10d 0 4"o.c. 3x 5/8" 0 36"o.c. See detail 1 NOTE 5&6 380 � w or detail 4 � m 1 /2" STR 1 PLYWD ONE —SIDE 10d 0 3"a.c. 3x 5/8" 0 24"o.c. See detail 1 NOTE 5&6 500 or detail 4 a W w 1/2" STR 1 PLYWD TWO —SIDES 8d 0 4"o.c. 3x 5/8" Q 12"o.c. See detail 1 NOTE 5,6„0 668 � w or detail 4 cd C� NOTES: < C:) Q W (1) STUDS SHALL BE PLACED AT 16"o.c. MAXIMUM (2) ALL FIELD NAILING TO BE AT 12"o,c. ALL UNSUPPORTED PANEL EDGES SHALL BE BLOCKED. (3) ANCHOR BOLTS SHALL BE 12" LONG FOR 2x SILLS & 14" LONG FOR 3x SILLS, w/9" MIN. EMBEDMENT. ANCHOR BOLTS SHALL BE EMBEDDED A MIN. OF 4" INTO FIRST POUR ON TW0 POUR FOUNDATION/SLAB SYSTEMS. (4) USE COMMON NAILS FOR ALL SHEAR PANEL & PLATE NAILING. (5) SILL PLATE & STUDS 0 PANEL EDGES SHALL BE 3" NOMINAL & NAILS w/ 1/2" MIN. EDGE DISTANCE. (6) LIMIT H/D RATIO TO 2: 1. CL (7) NAILING FOR BOUNDARY & PANEL EDGES SHALL BE A MIN. OF 1/4" FROM EDGE OF THE CONNECTING MEMBER. (8) ALL SHEAR PANEL MATERIAL SHALL EXTEND FROM LOWER PLATE TO UPPER PLATE; SHEAR PANELS SHALL EXTEND FROM LOWER DISPHRAGM TO UPPER DIAPHRAGM [FLOOR TO FLOOR & / OR FLOOR TO ROOF DIAPHRAGM1 (9) WHERE PLYWOOD IS APPLIED ON TWO SIDES [PANEL CCI PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING 0 MEMBERS. FRAMING MEMBERS SHALL BE 3x OR THICKER & NAILS ON EA. SIDE SHALL BE STAGGERED. (10) NOT USED. (11) USE PLATE WASHERS 1 /4"X2 1 /2" X2 1 /2". (12) LIMIT H/b RATIO TO 1:1 (13) PROVE 16d 0 16"o.c. & LAP PLYWOOD PER DETAIL 1 DRAWN BY : O.SANCHEZ -- �-- ??,0FEss1Q DATE : 10 28 04 N TE: `gTJI REPRESENTATIVE TO CHECK FLOOR JOIST DESIGN ���° L�Yq. "�� REVIEWED ,� 1r l N DATE 1 T C 058238 JOB NO. 283 EXP. 06130/06 `sjgT CIVIC. c" t Fir rAl %Foy 1 NEW FTNG 39x39x24 PAD FTNG LAB FOUNDATION N a !f FTNG Ott = 19, `` (E) FTNGS OK 'I'll URIN 10 --� (fr'JC),1%ITiffl. QED 4 Von 0A ANCHOR AS PER PLM TREATEDIVILL � � e l A® RO BASE PLATE ANCHOR SOL78,V 4roA OR PER aw SCHEDULE 41- m 0 WELDED TARE FmRuc sompawrm I� TI TL_, , c;a el, V1a 4 12 [EK0070HO F0070HO IDEMM W&@M- 9 9Ms 91-W" iM E €� ��i1L �1l�C�?UEEf3: C�ET�°•JEE�J I� 4 16 flEDF0070HO DFirQLOSCALE-0 194r emb 6'0 INTO EXIST #4 w/SIMPSON SET 24" EXISTING FTC. NEW FTC. F007ON(32' DEM%OL /2" ISCALE: I 9w9°�°° v NOTE:B; D JUST PRIOR TO COVERINGr COMPLIANCENOTE ' R ! ,N ENCLOSED GRADING PRE-INSPEC11ON REPORT, GPI. FOOTINGS ON EXPANSIVE SOILS FOOTINGON EXPAi CONSTRUCTED IN A MANNER THAT MINIMIZE DAMAGE STRUCTURE r FROM MOVEMENT OF THE SOIL: DEPTH1. OF FOOTING BELOW + •k AND •.DSHALL LESS THAN 16 INCHES FOR EXTERIOR AND 12 INCHES FOR INTERIOR FOOTINGS. 2. EXTERIOR WALLS AND INTERIOR tr BEARING WALLS SHALLBE SUPrir CONTINUOUS ii 3. FOOTINGS SHALL BE REINFORCED WITH FOURDIAMETER DEFORMED REINFORCING k• TWO BARS SHALL BE PLACED 4" FROM THE BOTTOM OF ii AND TWO :k• FROM #• OFTHE FOOTING. 4. CONCRETE FLOOR SLAB ON GRADE SHALL BE PLACED ON A 4" FILL OF COARSE AGGREGATE OR ON MOISTURE BARRIER MEMBRANE, SLABS LEAST 6" THICK AND SHALL BE REINFORCING WITH 1/2' DIAMETER DEFORMED REINFORCING BARS. REINFORCING BARS SHALL BE SPACED aD i..... INTERVALS NOT EXCEEDING # EACH WAY. 5. THE SOIL BELOW S INTERIOR i a CONCRETE SHALL BE SATURATED "k WATER r TO k DEPTH OF PRIOR ri TO PLACING ri CONCRETE. 6. SHEAR WALL ANCHOR BOLTS AND HOLDOWN HARDWARE SECURED IN PLACE PRIOR O FOUNDATION INSPECTION. Il 1 7. SOIL TYPE SILTY CLAY, AND BEARING VALUE USED IN ESIGN YARD 7 SACK. WATER a RATIO Y TYPE _. r REINFORCING t GRADE tD ## PSI . 2.0 rkrk k BEAMSBY rUS JOIST ICBO ES ER 497• w w r P a • DRAWNMANCHU i rDATE 1 104 1E !T WI i DATE : is NO.