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HomeMy WebLinkAbout10140585.pdfNATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEEI GENERAL NOTES EXIS)TIN& 6-0" HIGH CONCRETE 5- -0. 00v BLOCK HALL ON PROPERTY LINE. 101-011 PROP05EP -NEW CONCRETE DRIVEWAY x I F (51IN Y -%4 0 EXISTING M X of O Z LL. r LJ .0 r% VJ X -W 241-111 211-011 11 PPIOP05ED PROPOSED EXISTING GARAGE TO BE REMOVED Arr I 'T K, -K >.1 U \X/ Ix z_1 \A �d I EXISTING STEPS TO W_ CONCRETE LANDING 2 X J 10: 71 OPEN POOPKAY exisnWv q1­61 X 101-30 KITCHEN 2'-WK OPEN DOOP44AY EXISTING 41­61 X"I"" BREAKFAST NOOK eX15TIWo PLANTER Beriz0*4 #2 TO IV 2"', j EX15TIN6 12'-4* X W-10 DINING ROOM CONCRETE EXISTM LANDIN9 31-OIX FOR MAIN ENTRY POOR a L__J eX15TIN9 V-r X BATH #1 EXISTING IZ-5" X 101--V 5M*)RWM #1 O 0 X LU b N EX15TIMS EXISTING PLANTER 21'-4" X 14W LIVING P400M kE IEXISTING 200 AMP 1460 0EA51W91 0A5 exiernN& PLANTER METER �7 <�Tl Z E7� UJ EXISTING LAWN b J'A 50-Ou (4- EXISTING 2'-0" CONCRETE BLOCK WALL WITH 4'-0" 1416H DECORATIVE WROUGHT IRON ON TOP. Z FX15TIN& 51VENALK r X UJ NORTH LOGAN STREET SCALE 1/811 = 11-011 L I f0_X4 i9l IWAAAM I'm 190 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE 'COURSE OF CONSTRUCTION INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY I CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AN& HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF EITHER. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 1. Sediment from areas disturbed by construction shall be retained on site using structural controls to the maximum extent practicable. 2. Stockpiles of soil shall be properly contained to minimize sediment transport from the site to streets, drainage facilities or adjacent properties via runoff, vehicle tacking, or wind. ropriate BMP's for construction -related materials, wa es, spills shall be implemented to minimize tra port from the site to streets, drainage facilities, or ad ining properties by wind or runoff. 4. R off from equipment and vehicle washing shall be c ained at construction sites unless treated to educe or remove sediment and other pollutants. 5. A construction contractor and subcontractor personnel a to be made aware of the required best nagement practices and good housekeeping measures f the project site and any associated construction s ging areas. the end of each day of construction activity all c struction debris and waste materials shall collected and properly disposed in trash or recycle S. 7. nstruction sites shall be maintained in such a ndition that an anticipated storm does not carry stes or pollutants off the site. Discharges of material er than storm water only when necessary for p formance and completion of construction practices where they do not: cause or contribute to a V' ation of any water quality standard; cause or t eaten to cause pollution, contamination, or nuisance; contain a hazardous substance in a quantity reportable under Federal Regulations 40 CFR Parts 117 and 302. 8. Potential pollutants include but are not limited to: solid or liquid chemical spills; wastes from paints, stains, sealants, glues, limes, pesticides, herbicides, wood preservatives and solvents; asbestos fibers, paint flakes or stucco fragments; fuels, oils, lubricants, and hydraulic, radiator or battery fluids; fertilizers, vehicle/equipment wash water and concrete wash water; concrete, detergent or floatable wastes; wastes from any engine/equipment steam cleaning or chemical degreasing and superchlorinated potable water line flushing. During construction, permittee shall dispose of such materials in a specified and controlled temporary area on -site, physically separated from potential stormwater runoff, with ultimate disposal in accordance with local, state and federal requirements. 9. Dewatering of contaminated groundwater, or discharging contaminated soils via surface erosion is prohibited. Dewatering of non- contaminated groundwater requires a National Pollutant Discharge Elimination System Permit from the respective State Regional Water Quality Control Board. 10.Graded areas on the permitted area perimeter must drain away from the face of slopes at the conclusion of each working day. Drainage is to be directed toward desilting facilities. 11.The permittee and contractor shall be responsible and shall take necessary precautions to prevent public trespass onto areas where impounded water creates a, hazardous condition. 12.The permittee and contractor shall inspect the erosion control work and insure that the work is in accordance with the approved plans. 13.The permittee shall notify all general contractors, subcontractors, material suppliers, lessees, and property owners: that dumping of chemicals into the storm drain system or the watershed is prohibited. 14.Equipment and workers for emergency work shall be made available at all times during the rainy season. Necessary materials shall be available on site and stockpiled at convenient locations to facilitate rapid construction of temporary devices when rain is imminent. 15. In the case of emergency: Call ----- ----- at Work Phone # ------------------- or Home Phone # -------------------- ROOF COVER MATERIAL TO BE OWENS CORNING COMPOSITE SHINGLES. OAK RIDGE MPRO 30 OR EQUIVALENT. ODEL COLOR MATCH EXISTING. NEW ROOF AREA: MAIN HOUSE 1,126 PATIO COVER 228 SQ.FT. WEIGHT PER. SQ.LBS. UL 790 CLASS "A" FIRE RATING I.C.B.O. ER-5443 INSTALL PER MANUFACTURER'S SPECIFICATIONS BAR SGALE 8f 6f 4v 2v U 0 10 24' 32' 40' 48' 56 I -THIS PRO-JEGT SHALL GOMPLY NITH THE 2001 CALIFORNIA GODS, (2001 GBG, GMG, GPG, GEG). 2-GONSTRUGTION INSPEGTION PER THE 2001 EDITION OF THE CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE GOOF. 3-VERIFY ALL DIMENSIONS, DO NOT 5GALE DRAHIN&S. 4-GONTRAGTOR SHALL PROVIDE N015E AND DUST ABATEMENT AS REGUIRED TO PREVENT DISTURBANGE AND NUISANGE TO AD-JAGENT HOMES AND SURROUNDING AREAS. 5-REMOVED MATERIALS AND DEBRIS SHALL BECOME THE PROPERTY OF THE GONTRAGTOR AND SHALL BE DISPOSED OF OFF SITE IN A LEGAL MANNER. LOCATION OF DUMP AND LENGTH OF HAUL SHALL BE THE GONTRAGTOR'5 RESPONSIBILITY. 6-THE D15GHAR67E OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM 15 PROHIBITED. NO SOLID HASTE, PETROLEUM BYPRODUGTS, SOIL PARTIGULATE, GON5TRUGTION HASTE MATERIALS, OR HASTEHATER GENERATED ON GONSTRUGTION SITES OR BY GONSTRUGTION AGTIVITIES SHALL BE PLAGED, CONVEYED OR PISGHAR&ED INTO THE 5TREET, &UTTER OR STORM DRAIN SYSTEM. - SEE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM STANDARDS AT LEFT. -7-INSULATION INSTALLER SHALL POST IN A GON5PI000US LOGATION, IN BUILDING, A GERTIFIGATE SIGNED BY THE INSTALLER AND THE BUILDER STATING THE INSTALLATION GONFORMS HITH THE REGUIREMENTS OF TITLE 24, PART & AND THAT THE MATERIALS INSTALLED CONFORM HITH THE REOUIREMENTS OF TITLE 20, GHAPTER 2, 5UBGHAPTER 4, ARTIGLE 5. INSTALL INSULATION AS FOLLOH5: R50 IN NEH ATTIC, R15 IN NEH 2ND STORY HALLS. RM IN FLOOR BETNEEN GARAGE AND NEH 2ND STORY. R13 IN NEH HALL SEPARATING GARAGE FROM HOUSE. BUDC-SET PERMITTING: ADD INSULATION TO EXISTING ATTIC, IN ORDER TO AGHIEVE R50 IN ALL AREAS. RIq IN EXISTING RAISED FLOOR. a -THE BUILDER SHALL PROVIDE THE OR16INAL OGGUPANT A LIST OF THE HEATING, GOOLIN6, HATER HEATING, LIGHTING SYSTEMS, AND GON5ERVATION OR SOLAR DEVIGE5 INSTALLED IN THE BUILDING AND IN5TRUGTION5 ON HON TO USE THEM EFFIGIENTLY. q-INSTALLATION OF ROOFING MATERIAL ON NEH ADDITION SHALL MATGH, AS GLOSELY AS POSSIBLE, THE TYPE AND COLOR OF MATERIAL ON EXISTING ROOF. SEE ROOF MATERIAL SPEG I F I GATI ONS BELON. 10-GONTRAGTOR SHALL INGLUDE IN HIS BID ALL EXTERIOR AND INTERIOR PAINTING OF NEN HOR<1 (GOLORS TO BE 5ELEGTED BY HOMEOHNER). AilLECS114:01:9291 T t 010 �oQRpFESSI(�� 10 0 R Q� SIONAURE No. 31619Ir Exp. 12-31-2004 3 Acdo -i 0/v 0- OAtE 516NED OF IcAb� CITY PF.,S ANTAA Zw I URV, 0 IM i e 5 "A L L NO Ul dfoy ANY Otit"), Ordiim­u F. CITY OF 13At`!­�',"', y. All eXT'.1 sting SION MASTER LD,� X Z, one, PL N 44P/�-�/' DAT. E-1- ---------- "LAT ,CONTACTPHONE (714)6-1- SUBJE-CT TO CONIATIONS 1133ELOW: Y M B "wo 6;L 4.5 : 12 Typ. Roof Fitch, U.N.O. 1% Min. Droinoge Slope (E) 1 1 FESCRIPTION: SCOPE OF WORK: ADDITION OF NEW BEDROOMS. - ALTERATIONS TO PORTIONS OF �=XISTING SINGLE FAMILY DETACHED RESIDENCE. OWNERS: ANTONIA & SYLVIA ANDRADE -1042 N. LOGAN ST. - SANTA ANA, CA. 92701-3933 JOB ADDRESS: 1042 N. LOGAN ST. - SANTA ANA, CA. 92701-3933 LEGAL: AP NO. 398-193-22 - TRACT = HAWKIN'S ADD -- BLOCK B -- LOT NO. 5 CODE: ICBO CBC 2001 TYPE OF CONSTRUCTION: VN OCCUPANCY GROUP: R3 NUMBER OF STORIES: TWO CLASSIFICATION: - R2 - (R1 STANDARDS REQUIRED) ------------------------------------- SETBACKS: REQUIRED (linear ft.) PROVIDED (linear ft.) Street (front) 201-011 181-1011 Back 201-011 20f-0ff Side Left 51-011 101-5f1 Side Right 6_011 41-511 Bldg. Height 27'-0" max. 22'-511 --------------------------------------- - PARKING: 2 2 - - - - - - - - - - - - - - - -- - - - - - - - AREAS: Existing (g. sq. ft.) '� Alteration, Addition- FAR Total (g. sq. ft.)- Existing Single Story 1,568 i (460) 0 0} 1,568 New 2nd. Story 0 I 0 (+ 588) 588 (+ 588) Garage (Replace With New) 405 0 + 110 0 515 Total 1,973 (460) (588) + 110 2,083-- COVERAGE: Area (sq. ft) Coverage Gross Site Area 5,875 100.00% Coverage Max. 2,937 50.00% Coverage Existing 1,973 33.58% Coverage Proposed 2,083 35.46% <50% FAR Proposed --- 2,083 + 588 = 2,671 45.46% <50% CONTACT INFORMATION: OWNERS: CONTRACTOR: ANTONIA & SYLVIA ANDRADE NEWPORT HERITAGE CONSTRUCTION CO. 1042 N. LOGAN ST. 4597 JURUPA AVE. RIVERSIDE, CA. 92506 SANTA ANA, CA. 92701-3933 TEL: (909) 680-1967 --- CONTACT: TEL: (714) 543-9804 LICENSE - B-806012 CARLOS ESTRADA (714) 283-1977 CITY OF SANTA ANA PLANNING & BUILDING DEPARTMENTS: (714) 309-1977 CELL 20 CIVIC CENTER PLAZA SANTA ANA, CA. 92701 - MAP. 829/E2 (BLDG. CH) PLANNING (714) 667-2700 -- BUILDING (714) 667-2738 ENGINEERING / DESIGNER: TONY K. DORMANESH 137 S. PROSPECT AVE. TUSTIN, CA. 92680 TEL: (714) 730-9399 - FAX: (714) 730-9281 CALCULATION FOR LIGHT AND VENTILATION REQUIREMENTS: FLOOR AREAS: Existing Alteration Addition Total Altered Bedroom No. 2: 163 -61 0 102 Altered Bedroom No. 3: 175 -36 0 139 New Bedroom No. 4: 0 0 + 164 164 New Bedroom No. 5: 0 0 + 168 168 New Bathroom No. 3: 0 0 + 50 50 -------------------------- ---------------- ------------------- LIGHT VENTILATION: r REQUIRED I PROVIDED Natural Light Ventilation Natural Light Ventilation Sq. Ft. Sq. Ft. Sq. Ft. Sq. Ft. Altered Bedroom No. 2: (W=12.00 Sq. Ft.) 10.20(10%) i 5.10(5%) 12.00 (11.76%) > 6.00 (5.88%) Altered Bedroom Na. 3: (W=24.00 Sq. Ft.) 13.90(10%) 6.95(5%) 24.00 (17.27%) 12.00 (8.63%) New Bedroom No. 4: (W=24.00 Sq. Ft.) 16.40(10%) 8.20(5%) 24.00 (14.63%) 12.00 (7.31 %) 24.00 (14.29%) 12.00 (7.14%) New Bedroom Na. 5: (W--24.00 Sq. Ft.) 16.80(10%) 8.40(5%) New Bathroom Na. 3: (W=6.00 Sq. Ft.) 5.00(10%) 2.50(5%) 6.00 (12.00%) 3.00 (6.00%) DRAWINGS INDEX: LIST OF ATTACHMENTS: 1 - COVER SHEET, SITE PLAN, PROJECT 1 - ENGINEER'S CALCULATIONS. SUMMARY, NOTES. 2 - TITLE 24 DOCUMENTS. 2 -ENERGY COMPLIANCE. 3 - SMOKE DETECTOR M. DATA SHEET. 3 - FLOOR PLANS, SCHEDULES. 4 -WATER HEATER MFG. DATA SHEET. 4 - EXTERIOR ELEVATIONS. 5 - BLANK INSTALLATION CERTIFICATE, 5 - ELECTRICAL, PLUMBING & HVAC PLAN. FORM CF-6R. 6 - SECTIONS, CONSTRUCTION DETAILS. 6 - BLANK INSULATION CERTIFICATE, 7 - FOUNDATION PLAN, 2ND FLOOR, FLOOR FORM IC-1. FRAMING PLAN, CONSTRUCTION DETAILS. 8 - EXISTING ROOF PLAN, ROOF FRAMING REFERENCED I.C.B.O. "ER" REPORTS: PLAN, CONSTRUCTION DETAILS, NAILING SCHEDULE. 5485 - 5656 - 5672156 - 5i8 9V 9A - LANDSCAPE PLAN. 9B - PATIO COVER PLAN. AUG 2 8 Z003 city of Santa An I Vicinity rXAap r*4ot To '""'hcale N 1W M Orange County CA. Thomas Bros. Map 829/G 4D 4 40 • as an • Date: 8/12/2003 Drawn By: Harold Clift hnage CAD Service (714) 283-1650 Scale: As Noted Sheet: I of 9 I F 0 '& "I ; L011 I I V : I LITA I : 460 1 07A I 1k A W 00 1 M94�9111 MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF-1R Note: Lowrise residential buildin s 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. Instructions: Check or initial applicable boxes when completed or enter N/A if not Applicable. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures: 150(a): Minimum R-19 Ceiling insulation. X 150(b): Loose fill insulation manufacturer's labeled R-Value. X 150(c): Minimum R-13 Wall insulation in wood framed walls or equivalent U-factor in metal frame walls (does not apply to exterior mass walls). X 150(d): Minimum R-13 raised floor insulation in framed floors. X 150(I) : Slab edge insulation - water absorption rate no greater than 0.3 %, water vapor transmission rate no greater than 2.0 perm/inch. N/A 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. X 116-17: Fenestration Products, Exterior Doors and Infiltration/ExfiItration 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. X 150(g): Vapor barriers mandatory in Climate Zone 14 and 16 only. N/A 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. N/A 150(e): Installation of Fireplace, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplace have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilot lights allowed. N/A Space Conditioning, Water Heating and Plumbing System Measures: 100-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. X 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. X 150(i): Setback thermostat on all applicable heating and/or cooling systems. X 1500): Pipe 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 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. X 150(m): Ducts and fans 1. All ducts and plenums installed, sealed and insulated, to meet the requirements of the 1998 CMC section 601, 603, and 604 and standards 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 U1181 B . If mastic or tape is used to seal openings greater than 1 /4 inch, the combination of mastic and either mesh or tope stall be used. Building cavli ies 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 addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, X manually operated dampers. 114: Pool and Spa Heating Systems and Equipment. 1. System is certified with 78 % thermal efficiency, on -off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At 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. N/A 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) X Lighting Measures: 150(k)l.: Luminaries 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. X 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 Sec 150(k)2; and recessed ceiling fixtures are IC (insulation cover) approved. X M H C. CERTIFICATE OF COMPLIANCE.- RESIDENTIAL Page 1 CF-1R Project Title.......... PROPOSED ANDRADE RES Date, . 08/19/03 13:13:39 Project Address .... I... 1042 NORTH LOGAN STREET _____________________ SANTA ANA CA 92701-3933)Kv6.01)K I I Documentation Author... James W, Smith MKwA#w I Building Permit # I Terry Engineering I _ _ 1 180 E Main St Ste 150 1 Plan Check /-Date I Tustin, CA 92680 I _ 1 (714) 838-1124 1 Field Check/ -Date I Climate Zone........... 08 --------------------- Compliance Method...... MICROPAS6 v6,01 for 2001 Standards by Enercomp, Inc, I MICROPAS6 v6,01 File-S0305160 Wth-CTZ08S92 Program -FORM CF-1R I I User#-MP0206 User -Terry Engineering Run -PROPOSED ANDRADE RES I ------------------------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area..... 2156 sf Building Type .............. Single Family Detached Construction Type ......... Existing Plus Addition Building Front Orientation, Front Facing 180 deg C$�) Number of Dwelling Units... 1 Number of Stories.......... 2 Floor Construction Type.... Raised Floor Glazing Percentage......... 11,4 % of floor area Average Glazing U-factor... 0,83 Btu/hr-sf-F Average Glazing SHGC....... 0.7 Average Ceiling Height,,,,, 8 ft BUILDING SHELLINSULATION Component Frame Cavity _ Sheathing _ Totat Assembly Type Type R-value R-value R-value U-factor Location/Comments Roof n/a R-19 R-n/a R-19 0,051 Existing Attic Roof n/a R-30 R-n/a R-30 0.035 New Attic Ceil Wall n/a R-0 R-n/a R-0 0.386 Existing Ext W Wall n/a R-13 R-n/a R-13 0,088 New Ext Wall Walt n/a R-13 R-n/a R-13 0.083 New Gypboard W Door n/a R-0 R-n/a R-0 0.330 Exterior Door FloorExt n/a R-19 R-n/a R-19 0,051 New Floor Over Floor n/a R-0 R-n/a R-0 0.097 Existing Floor FloorExt n/a R-19 R-n/a R-19 0.054 New Floor Over SlabEdge n/a R-0 R-n/a F2=0.720 Covered SlabEdge n/a R-0 R-n/a F2=0,550 At Garage FENESTRATION ------------ Over- Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading -------------- Fins ----- -------------------- Window Front (S) ----- ------ 9.0 --------------------- 0.870 0.700 Standard Standard None Window Front (S) 13.3 0.870 0.700 Standard Standard None Window Right (E) 10.7 0,870 0.700 Standard Standard None CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF-1R Project Title..,.,...., PROPOSED ANDRADE RES Date, . 08/19/03 13;13:39 I MICROPAS6 v6,01 File-S0305160 Wth-CTZ08S92 Program -FORM CF-1R I I User#-MP0206 User -Terry Engineering Run -PROPOSED ANDRADE RES I ------------------------------------------------------------------------------- FENESTRATION ------------ CERTIFICATE OF COMPLIANCE; RESIDENTIAL Page 3 CF-1R Project Title.......... PROPOSED ANDRADE RES Date, .08/19/03 13:13;39 I MICROPAS6 v6.01 File-S0305160 Wth-CTZ08S92 Program -FORM CF-lR I I User#-MP0206 User -Terry Engineering Run -PROPOSED ANDRADE RES I ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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, 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 Modeling Assumptions section, DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... ANTONIA & SYLVIA ANDRADE Name.... James W. Smith Owner... ANTONIA & SYLVIA ANDRADE Company, Terry Engineering Address, 1042 NORTH LOGAN STREET Address, 180 E Main St Ste 150 SANTA ANA CA 92701-3933 Tustin, CA 92680 Phone... 714-543-9804 Phone... (714) 838-1124 License, _ ___ _ -- --- Signed,, gned. , __ d3 Signed,, ---- - ------ ----- - -------- (date) C date) ENFORCEMENT AGENCY Name,,,, ------------------------- Title--- -------------------------- Agency-- ------------------------- ------------------------- Phone--- ------------------------- Signed -- ---------------- --(date) - NOTES: UPON COMPLETION OF CONSTRUCTION: CONTRACTOR SHALL OBTAIN CF 6R FORMS FROM THE CALIFORNIA ENERGY COMMISSION AT: www.energy.ca.gov/title24 (CLICK TO FIND RESIDENTIAL COMPLIANCE FORMS) THESE FORMS SHALL BE COMPLETED, SIGNED AND POSTED ON THE JOB SITE FOR THE PERUSAL OF THE INSPECTOR. Over - Area U- Interior Exterior hang/ (BLANK CF-6R AND IC-1 FORMS ARE ATTACHED TO THIS PLAN). Orientation (sf) Factor SHGC Shading Shading Fins -------------------- ----- ------ ----------------------------------- ----- Window Front (S) 10.7 0.870 0.700 Standard Standard None Window Front (S) 10.7 0,870 0.700 Standard Standard None Window Right (E) 10, 7 0. 870 0. 700 Standard Standard None Window Front (S) 15.1 0.870 0.700 Standard Standard None Window Front (S) 15.1 0,870 0.700 Standard Standard None Window Right (E) 24,0 0.870 0,700 Standard Standard None Window Back (N) 15.1 0.870 0.700 Standard Standard None Window Back ( N) 15. 1 0,870 0.700 Standard Standard None Window Back ( N) 12, 0 0. 870 0, 700 Standard Standard None Window Left (W) 12.0 0.870 0.700 Standard Standard None Window Back C N) 7. 1 0. 690 0.700 Standard Standard None Window Back (N) 12.0 0,870 0.700 Standard Standard None Window Front (S) 12.0 0.690 0.700 Standard Standard None Window Front (S) 12, 0 0. 690 0. 700 Standard Standard None gouI Window Back (N) 6, 0 0.690 0,700 Standard Standard None T111111111111111124 FORMS & MANDATORY FEATURE6 Window Back (N) 12.0 0,690 0.700 Standard Standard None Window Back (N) 12.0 0,690 0,700 Standard Standard None HVAC SYSTEMS ------------ Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type _ Efficiency Airflow Location R-value Leakage D Type TERRY ENGINEERING r ESS/ QF ------------------------------------------- ---------------- �OQ� Furnace 0,800 AFUE n/a Attic R-4. 2 No No SetBack ACSp l i t 10. 00 SEER No Attic R-4. 2 No No SetBack ENGINEERING No. 17014 WATER HEATING SYSTEMS --------------------- * Exp. 3-31-2004 Number Tank External 1$0 E. Mein St. - Suite 150 - Tustin, CA. 927$0 �� in Energy Size Insulation T Tank Type Neater Type Distribution Type System Factor (gat) R-value Tef. �t714} 83$-1124 Fax. (714) 838-1406 9F OF CAt���� ----__Yp___--------_'_'p- ------------------- -Y------------ ___------------ -- Storage Gas Standard 2 .58 50 R- n/a SPECIAL FEATURES ANDMODELINGASSUMPTIONS _ _ _ _ )Kwx Items in this section should be documented on the plans, www www installed to manufacturer and CEC specifications, and XWX WWW verified during plan check and field inspection. )KAX This buildin incorporates non-standard Water Heating System Signed Date 9 P 9 y QROFESS/�\ 0 ~ N 31619 � * Exp.12-31-2 04 �T9TF OF CALF��Q N o ,o coils Z C� 000 C31 M A a���4 Q 3 O N 00 wJ c� Oki M � M 00 COD • • C CC3 d' �' 0 Date: 8/ 12/2003 Dmwn By: Harold Clift Image CAD Service (714) 283-1650 Scale: As Noted Sheet: 2 of 9 I CANTILEVER" 55'--2" 14'-2" Fin Ill un-:1,1111111111111111 j I WEST Al �A WEST 12'_3ff A NEW AI R CANTILEVER ELEV. O 4 2ND FLOOR, FLOOR PLAN- SCALE 1/411 = 1 I -Off BKO'E xy'f I`NJ 0' T E %*O*ju% 1 EXISTING POWDER ROOM TO BE REMOVED AND GONVERTED TO 5'-Q" X 6-7" PANTRY. 0 2-6" X -8" INTERIOR PAINT GRADE DOOR TO MATCH EXI5TING. Q 3'-0" X 6-8" INTERIOR PAINT GRADE DOOR TO MATGH EXISTING. 4 EXI5TIN6 1'4' X 2-II" ALUMINUM SINGLE PANE WINDOW TO BE REMOVED, FRAME IN OPENING. EXISTING DOOR TO BE REMOVED, FRAME IN OPENING. EXISTING SHOWER TO BE REMOVED AND BECOME PART OF ENLARGED GL05ET. (D EXISTING 5'-011W. X 4'-011H. SINGLE HUNG ALUMINUM D.F WINDOW TO BE REMOVED, FRAME IN OPENING. 8 EXISTING 3'-O"W. X 4'-O"H. SINGLE HUNG ALUMINUM D.P WINDOW TO BE SALVAGED AND INSTALLED IN NEW LOCATION. 9 EXISTING BATH TUB, INSTALL SHOWER HEAD, WATER RE515TANT SURROUND ON WALL @MIN. 70" ABOVE DRAIN INLET TO GOMPLY WITH 5EGTION 807.1.3 AND 2512, INSTALL TEMPERED 67LAS5 TUB ENGL05URE, EXACT MODEL TO BE SELEGTED BY HOMEOWNER. SHOWER HEAD MAX. 2.5 GPM. 10 HVAG AIR RETURN RE615TER AT GE I L I NG HINGED WITH REPLAGEABLE FILTER. 11 EXISTING DOOR TO BE REMOVED OR REPLACED WITH WOOD LOUVERED DOOR TO GOMPLY WITH H.V.A.G. AIR GIRGULATION REQUIREMENTS. 12 15" HIGH WATER HEATER PLATFORM, SEGURE WATER HEATERS 0 FOR SEI5MIG REQUIREMENTS, SECTION 510.5. 1,3 NEW 50 GAL. GAS WATER HEATER, THI5 HEATER SERVES BATH U3 NO. 2, AND BATH NO. 3. G NEW 50 GAL. GA5 WATER HEATER, THI5 HEATER SERVES BATH NO. I, KITGHEN, AND LAUNDRY. WATER HEATERS MANUFACTURED BY AMERIGAN WATER HEATER CO. MODEL FG 122-5OT5O-4NOMV - BTU = 50,000 - G.P.H. REGOVERY = 50.7 E.F. = 0.58 - TANK INSULATION = R15 + RIC, BLANKET. THI5 MODEL MEETS CALIFORNIA TITLE 24 REQUIREMENT5. S CHASE FOR WATER HEATER EXHAUST VENTS THROUGH ROOF. 16 5'-0" BATH TUB, EXACT MODEL TO BE 5ELE6TED BY HOMEOWNER, INSTALL WATER RESISTANT SURROUND ON WALL (PMIN. 70" ABOVE DRAIN INLET TO COMPLY WITH SEGTION 007.1.5 AND 2512, INSTALL TEMPERED GLA55 SHOWER DOORS, EXAGT MODEL TO BE 5ELEGTED BY HOMEOWNER. SHOWER HEAD MAX. 2.5 GPM. 0DOUBLE VANITY, EXACT MODEL TO BE SELECTED BY HOMEOWNER. 0 SINK FAUGETS MAX. 2.5 GPM. GWATER GLOSET 5PAGE TO BE MIN. 30" WIDE WITH MIN. 24" GLEAR IN FRONT OF TOILET, SECTION 2GiO4. TOILET MAX. 1.6 GAL. PER FLUSH. SG ALVAGE EXISTING 16'-0" X 7'-0" ROLL UP GARAGE DOOR AND INSTALL IN NEW GARAGE. 2i? SIMPSON SW22X7-6 STRONG WALL GARAGE PORTAL. - USE 5WT22 ANCHOR BOLT TEMPLATE TO LOGATE ANCHOR BOLTS IN FOUNDATION. 048" X 60" SHOWER, INSTALL WATER RE515-17ANT SURROUND ON WALL 0 CUMIN. -10" ABOVE DRAIN INLET TO GOMFLY" WITH 5EGTION 807.1.3 AND 2512, INSTALL TEMPERED GLA55 SHOWER DOOR5, EXACT MODEL TO BE SELEGTED BY HOMEOWNER. SHOWER HEAD MAX. 2.5 GFM. 22 51 NGLE VANITY, EXAGT MODEL TO BE 5ELE;GTED BY HOMEOWNER. 51NK FAUGET MAX. 2.5 GPM. 23 2'-6" X 6-8" EXTERIOR PAINT GRADE DOOR. 24 NEW 24" X 24" UNDER FLOOR AGGE55. 25 INSTALL R15 INSULATION IN THIS WALL FOR SOUND ISOLATION PURPOSES. EXISTING STEPS TO BE _REMOVED. SCALE1 ST FLOOR, FLOOR PLAN- I N "�-----� EXISTINO, TO BE REMOVED EXI STI NCB, TO REMAIN NSW GONSTRUGTION 1. Construction shall conform to the 2001 California Building Code. 2. Connectors and hardware - Simpson Company or Equal. BOLTS: 1. Anchor bolts in concrete and masonry shall be ASTM, A-307. 2. Plate bolting use 3/16" x 2" sq. washer. 3. Bolts in steel connections A-307, A-325. FRAMING LUMBER. CONCRETE: 1. Framing Lumber shalt be Douglas Fir. 1. Compressive strength 2500 psi at 28 days. EX I ST I NCE7 DOORS, 2. Wood framing shall comply with C.B.C. 2. Conform A.G.I. . Chapter 23, WCLIB and grade stamped 3. Ready Mixx concretteo sstealhall comply with ASTM C-94 TO REMAIN Western Wood Products Assoc. meeting 4. Cement shall conform to ASTM C-150. - TYPE V. PS20-94 standards. 5. Aggregates -ASTM C-33. $• Concrete and associated construction shall 3. Lumber grades : Douglas Fir Joists, rafter, 4"beams ............ #1 conform to C.B.C. Chapter 19. 6" beams and posts .................#, MASONRY: NSW DOORS Studs ..:....."Stud grade" or ...... #2 1. Units shall conform to ASTM C-90-90 2. Grout shall be 2500 psi at 28 days. PLYWOOD: 3. Mortar type M. 4. Masonry shall comply with C.B.C. Chapter 21. 1. Comply with American Plywood Assoc. 5. Masonry strength f ' m = 1500 psi. Performance standards APA PRP-108 REINFORCING STEEL: ELEV. and PS 1-95, Douglas Fir. 1. Steel shall be ASTM A-615. ELEVATION 2. OSB shall comply with APA standards #5 bars or less ............. Grade 40 D I R. PS 2-92 and PRP 108. #6 bars or greater ........ Grade 60 4 - - -SHEET NUMBER 3, Plywood and OSB panels shall have 2. Wire Mesh - WWM shall be ASTM A-185. AL APA approval stamps for use. M I C RO L LAM LV L BEAMS: 10 A - - - - SEGTI ON NUMBER NAI LS: 1, Microllam LVL beams manufactured by "Trus Joist", - - - - SHEET NUMBER A Weyerhaeuser Business, 200 E. Mallard Drive, 1. Nails used in structural framing shall be Boise, Idaho 83706 - See Attached 1CBO ER-4979. common nails. 2. Beams shall be grade stamped. A certificate 1 - - - - DETA I L_ NUMBER 2. Nailing shall be in compliance with of conformance shall be given to the Owner 7 - - - -Si-i-I" NUMB fable 23-11-B-1. or Contractor at the job site. i` TA N` 1 D A [A Amw & Ll pm% 0) H EA rm =Nft k' WAffm L L HED UL E 2nd FLOOR RAISED 2nd FLOOR RAISED A35 CLIPS. FLR. CONNECTION FLR. CONNECTION MINIMUM ANCHOR ALLOWABLE ALLOWABLE 2X SILL ALLOWABLE MARK SHEATHING NAILS BLK'G. EDGES FIELDS 16d SILL NAILS. SILL LAG BOLTS. SPACING. BOLTS SHEAR, PLF BOLT LOAD RETROFIT BOLT LOAD D 1 1 /2" DRYWALL 6D NO 7" 7" 16" 2X 48" 5/8" @ 48" 50 - - - D2 5/8" DRYWALL 6D NO 7" 7" 16" 2X 48" 5/8" @ 48" 67 - - - D3 1 /2" DRYWALL 6D NO 4" 4" 8" 2X 48" 5/8" @ 48" 62 - - - D4 5/8" DRYWALL 6D NO 4" 4" 8" 2X 48" 5/8" @ 48" 72 - - - D5 1 /2" DRYWALL 6D YES 4" 4" 8" 2X 48" 5/8" @ 48" 75 - - - D6 5/8" DRYWALL 6D YES 4" 4" 8" 2X 32" 5/8" @ 48" 87 - - - C 1 7/8" STUCCO * NO 6" 6" 8" 2X 32" 5/8" @ 48" 180 216 - - P9 3/8" CDX PLY 8D YES 1 6" 12" 6" 2X 16" 5/8" @ 32" 220 315 - - P 10 3/8" CDX PLY 8D YES 4" 12" 4" 2X 12" 5/8" @ 24" 320 420 - - P11 3/8" CDX PLY 8D YES 3"** 12" 3X 3 8" X 6" @ 8" 12" 5/8" @ 16" 410 570 5/8"@12" 531 P12 3/8" CDX PLY 8D YES 2"** 12" 3X 3/8" X 6" @ 8" 8" 5/8" @ 16" 530 570 5/8"@12" 531 P13 3/8" CDX 2 SIDES 8D YES 4"** 12" 3X 3/8" X 6" @ 8" 8" 5/8" @ 12" 640 760 NOT ALLOWABLE S1 ff 7/16 STRUC 1 8D YES 9f 6 )9 12 » 4 2X f) 16 I> >9 5/8 @ 32 280 315 - - S2 7/16" STRUC 1 8D YES 4"** 12" 3X 3/8" X 6" @ 8" 12" 5/8" @ 24" 430 570 5/8"@12" 796 S3 )> 7/16 STRUC 1 8D YES >I 3 ** I9 12 3X >9 I> f) 3 8 X 6 @ 8 iI 12 I> f) 5/8 @ 16 550 570 f9 ff 5/8 @12 796 S4 7/16" STRUC 1 8D YES 2"** 12" 3X 3/8" X 6" @ 6" 8" 5/8" @ 16" 730 760 NOT ALLOWABLE S5 7/16" STRUC 1 8D YES 4"** 12" 3X 3 8" X 6" @ 6" 8" 5/8" @ 12" 1100 1440 NOT ALLOWABLE TWO SIDES OTHER CALL OUTS PREVAIL * 16 GA. STAPLES ** 3" STUDS REQUIRED AT EDGE NAILING. *** EXISTING 2X SILL RETROFIT PROJECTS WITH SHEAR WALL CAPACITIES LESS THAN 600 PLF REQUIRE 50% REDUCTION IN ALLOWABLE BOLT CAPACITY. STUCCO OVER PLYWOOD -- NOTE: DOUBLE PAPER (GRADE D) OVER SHEAR -- RECOMMEND 3X RIM/BLOCK AT LAGS. Lo/ n% " '"r UL E WIND " W oo n c U # WIDTH HEIGHT MATERIAL GLAZING VALUE REMARKS W-I 6'-O" 4'-0" ALUM. DUAL PANE .5-1 EXISTING XO SLIDER WINDOW TO REMAIN. W-2 3'-5" 4'-5" ALUM. DUAL PANE .87 EXISTING 51NGLE HUNG WINDOW TO REMAIN. W-5 5'-5" 4'-5" ALUM. DUAL PANE .87 EXISTING SINGLE HUNG WINDOW TO REMAIN. W-4 21--5" 4'-5" ALUM. DUAL PANE 87 EXI5TIN(5 SINGLE HUNG WINDOW TO REMAIN. W-5 2-5" 4'-5" ALUM. DUAL PANE .87 EXISTING SINGLE HUNG WINDOW TO REMAIN. W-6 2'-5" 4'-5" ALUM. DUAL PANE .87 EXISTING SINGLE HUNG WINDOW TO REMAIN. W-7 2'-5" 4'-5" ALUM. DUAL PANE .57 EXISTING SINGLE HUNG WINDOW TO REMAIN. W-8 3'--O" 41--5" ALUM. DUAL PANE 87 EXISTING SINGLE HUNG WINDOW TO REMAIN. 3'-0" 3'-011 ALUM. DUAL PANE .87 EXI5TING 51NGLE HUNG WINDOW TO REMAIN. -I 3'-0" 41-0" ALUM. DUAL PANE .87 EXISTING 51NGLE HUNG WINDOW TO REMAIN. W-Il 5'-0" 4'-O" ALUM. DUAL PANE .5-7 EXISTING WINDOW SALVA&ED AND REINSTALLED IN NEW LOGATION. W-12 5'-0" 4'-O" ALUM. DUAL PANE 87 EXISTING SINGLE HUNG WINDOW TO REMAIN. W-I 5'-0" 1'-6" ALUM. HP LOW E .(Oct WINDOW MASTER 500 SERIES, MODEL 510-5016, XO SLIDER WITH OBSCURE GLAZING, INSTALL TOP OF WINDOW AT +7'-0". - AVAILABLE AT HOME DEPOT, A5 OF-7/24/03 5PEGIAL ORDER, DELIVERY TIME = 2 TO 5 WEEK5. -14 5'-5" 4'-5" ALUM. DUAL PANE e5-7 EXISTING 51NGLE HUNG WINDOW TO REMAIN. W-I5 5'-5" 4'-511 ALUM. DUAL PANE .0-7 EXI5TIN(5 51NOLE HUNG WINDOW TO REMAIN. W-16 3'-0" 4'-0" ALUM. HP LOW E .6q WINDOW MASTER 500 SERIES, MODEL 520-5040, 51NGLE HUNG WITH FLAT GRIDS, AVAILABLE AT HOME DEPOT, AS OF -7/24/03 5PEGIAL ORDER, DELIVERY TIME = 2 TO 5 WEEKS. W-17 3'-0" 4'-O" ALUM. HP LOW E .6C� WINDOW MASTER 500 SERIES, MODEL 520-5040, SINGLE HUNG WITH FLAT GRIDS, AVAILABLE AT HOME DEPOT, AS OF 7/24/05 5PEGIAL ORDER, DELIVERY TIME = 2 TO 3 WEEKS. W-I 3'-0" 4'-0" ALUM. HP LOW E 6q WINDOW MASTER 500 5ERIE5, MODEL 520-3040, SINGLE HUNG WITH FLAT GRIDS, AVAILABLE AT HOME DEPOT, AS OF 7/24/05 SPEGIAL ORDER, DELIVERY TIME = 2 TO 3 WEEKS. W-IQ 3'-0" 4'-0" ALUM. HP LOW E 6q WINDOW MASTER 500 SERIES, MODEL 520-3040, 51NGLE HUNG WITH FLAT GRIDS, AVAILABLE AT HOME DEPOT, As- OF 7/24/05 5PEGIAL ORDER, DELIVERY TIME = 2 TO 5 WEEKS. -2 4'-D" I'-6" ALUM. HP LOW E 6Q WINDOW MASTER 500 SERIES, ODEL 510-4016, XO SLIDER WITH OBSCURE GLAZING, INSTALL TOP OF WINDOW AT +7'-O" - AVAILABLE AT HO 3 WEEKS. W-21`7 -22 0 ESS1ILI ��� �F f No. 3 619 * Exp. 12-31-2004 W • s err t i • D. a /12/2003 Drawn B Harold Clift h-nage CAD Service . 1 s Note Sheet: 3 of 9 ,kA AA Y 121-011 INSTALL NEW ROOFING MATERIAL TO MATCH EXISTING, SEE ROOF MATERIAL NOTE, SHEET 1. INSTALL TWO LAYERS GRAPE "D" PAPER OVER SHEATHING TO COMPLY WITH G.B.C. 2506.4, INSTALL NEW STUCCO AND PAINT TO MATGH EXISTING STUCCO. ALSO PAINT NEW EAVES TO MATCH I EXISTING. SALVAGE AND REINSTALL EXISTING ROLL UP GARAGE POOR IN NEW LOCATION, IF AFTER CLOSER INSPECTION DOOR 15 FOUND NOT TO BE USABLE, INSTALL NEW DOOR. HATER HEATER INSTALL NEW P4000 SIDING TO MATCH EXISTING 51DIN6 AT FRONT GABLE. FRONT (EAST) ELEVATION u I N IEXISTING ROOF1 EXISTING OPTIONAL 6" DIAMETER SOLAR TUBE SKYLIGHT NEW 16" X 24" ATTIC VENT. NEW GAS FURNACE EXHAUST VENT. SCALE 1/4vf = 1 I-OVI 6 EXISTIN66, OPTIONAL 5" DIAMETER SOLAR TUBE SKYLIGHT HATER HEATER OPTIONAL 5" DIAMETER EXHAUST VENTS. SOLAR TUBE SKYL I 6HT \A Q) NEW 1611 X 2411 ATTIC VENT. EXISTING EXISTING ROOF1 SHEAR 8 HALL EXISTING L=24'-O" F.F. No HINDOH5 ON THIS HALL -3 0 OUTDOOR PART NEW AIR WND. 5y5TEM. IOR - SHEAR HALL F.F. F.F. F.G.F. J F. REAR (WEST) ELEVATION— SCALE 1/41V 1 I -Off HATER HEATER INSTALL NEW ROOFING MATERIAL EXHAUST VENTS. TO MATCH EXISTING, SEE ROOF 361-011 MATERIAL NOTE, SHEET I. INSTALL TWO LAYERS GRADE "D" PAPER OVER SHEATHING TO COMPLY WITH C.B.C. 2506.4, NEW GAS FURNACE NEN INSTALL NEW STUCCO AND PAINT NEW NEH EXHAUST VENT. TO MATCH EXISTING STUCCO. AL50 PAINT NEW EAVES TO MATCH / EXISTING. L W4 Of (3 d) 00� IP4 11L� 14 14 ''SHEAR EX15TIN6 ATTIC, N �4 Ar HALL VENT TO REMAINbra'"L=24'-6" F.F. \1 F.F. J 0 0 u- V4 0 0 0 01 10 N N V4 V4 10 1 EXISTING K, 200 AMP V40 %9 kb I-- V4 V4 Z z H M V4 1 �w % % % 14 L V4i i i 14 >< SHEAR HALL L=24'-(o" AIR VENT - TYP. F. G. RIGHT SIDE (NORTH) ELEVATION— SCALE 1/411 = 1'-0" HATER HEATER OPTIONAL 8" DIAMETER EXHAUST VENTS. -"50LAR TUBE SKYLIGHT INSTALL TWO LAYERS GRADE "UP PAPER OVER SHEATHINGNEW TO COMPLY WITH G.B.G. 2506.41 INSTALL NEW STUCCO AND PAINT NEw NEwMEW GAS FURNACE TO MATCH EXISTING STUCCO. AL50 EXHAUST VENT. PAINT NEW EAVE5 TO MATCH EXISTING. 010 -0 10 Of Or 0 --0 0 11 -16 0 i 0 L d F of IT F F IT 0 01 Of 0 0 0 0 0 0 SHEAR' 0 Of 0 HALL -0, or L=24'-ro" EXISTING ATTIC VENT TO F.F. REMAIN CANTILEVER u- 5-1/2" X lbu X 20'-0" MICROLLAM LVL HEADER x IL p dD PA -J/ EXTERIOR -N PINT -.00 ul�� t 8 IEXISTING ROOF1 8 EXISTINC? EX15TIN& 0 H-5 v 0 0 ub 0 0 "OU-5 0 0 0 P, 0 0 p 0 of 5 v 0 0 0 U2 v 0 b 0 u 0 0 0 0 Of 0 0 0 0 0 0 Of 0 0 0 0 0 0 0 0 OF if 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V r- DOOR E + L 0 0 0 0 0 0 0 0 0 EXISTIMS, FRONT ENTRY 01 Of 0 0 0 0 0 Zlb 11 A 1) g \� z NA 13 g \� Dom 04 I I A4. F.G.F.F.G.F.F�4-4 :A4. 4 A 6. N. G. F . 6.+1 F. LEFT SIDE (SOUTH) ELEVATION— SCALE 1/4fl = 1 1-019 F.G.F. z: ID INSTALL TWO LAYERS GRADE "D" PAPER OVER SHEATHING TO COMPLY WITH C.B.C. 2506.4 - INSTALL WEEP SCREED TO COMPLY WITH G.B.G. 2506.5 - SEE DETAIL BELOW, INSTALL NEW STUCCO AND PAINT TO MATCH EXISTING STUCCO. ALSO PAINT NEW EAVES TO MATCH EXISTING. 2X6 HALL STUDS. 5/5" PLYWOOD SHEATHING DOUBLE LAYER GRADE "0' PAPER (CEk,- 2506.4) 115" STUC40 PAGING -,-;AEE-P SCREED (CB0 25065) T--- (.',0WRETE FOUNDATION WEEP SCREED, TYP. SCALE 112"= 1'-0" INSTALL TWO LAYERS GRADE "r>11 PAPER OVER SHEATHING TO COMPLY WITH G.B.C. 2506.4 - INSTALL WEEP 50REEP TO COMPLY WITH C.B.C. 2506.5 - SEE DETAIL ABOVE, INSTALL NEW STUCCO AND PAINT TO MATCH EXISTING STUCCO. ALSO PAINT NEW EAVE5 TO MATCH EXISTING. 121-01# � �s QR�ESS/� Exp912-31-' 20041 \C / V TF OF CA�1F�/ � N � � C) z cis PION U v 0 a �� 0 �14 ;=4 0 cd 4-4 cf) 0 00 cc kn +4 I. �% Ili Date: 8/12/2003 Drawn By: Harold Cliff Image CAD SeMce (714) 283-1650 Scale: As Noted Sheet: 4 of 9 goo +84" OPTIONAL. 5" DIA. 50LAR TUBE 5KYLIGHT ABOVE 5TAIRNAY, 5EE ATTACHED MANUFACTURER'S DATA SHEET. AVAILABLE AT PACIFIC ROOFING SUPPLY, 6-15 N. BATAVIA, ORANGE, CA. 12866. (714) 655-6350 a K` E 'T" N 0 T E S 1 EXISTING 200 AMP ELECTRIC, SERVICE. 2 EX 1 ST I NG GAS METER. 3 NEW AIR CONDITIONER UNIT - 5 TON. 4 NEW HVAG AIR HANDLER IN ATTIG. 5 NEW HVAC AIR RETURN REGISTER. AT GEILING HINGED WITH REPLAGEABLE FILTER. 6 NEW 30" X 30" ATTIC AGGESS, SECTION 1505 $ clOcf.2. 7 NEW 24" X 24" UNDER FLOOR AGGE55, SECTION 2306.3. EXISTING 6A5 WALL HEATER TO BE REMOVED. EXTEND $ EXISTING GAS LINE: TO ATTIC, AND CONNECT TO NEW 6A5 HEATER / AIR HANDLER. PATCH DRYWALL AND PAINT TO MATCH EXISTING WALL. EXISTING DOOR TO BE REMOVED OR REPLAGED WITH WOOD LOUVERED DOOR TO GOMPLY WITH HVAC AIR G I RCULAT I ON REGU I REMENT5. 10 NEW SHOWER HEART, MAX. 2.5 GPM, ANTI SGALDIN& TYPE REQUIRED.. 1 1 EXHAUST FAN REQUIRED, GAPABLE OF PROVIDING MIN. FIVE AIR GHANGES PER HOUR AND VENTED THROUGH ROOF, SEGTION 1203.3. FAN SHALL BE ON THE SAME GIRGUIT AND SWITGHED TOGETHER WITH BATHROOM LIGHT. 12 18" HIGH WATER HEATER PLATFORM, SEGURE WATER HEATERS FOR SEISMIC, REQUIREMENTS, SEGTION 510.5. NEW 50 GAL. GAS WATER HEATER, THIS HEATER SERVES BATH 13 NO. 2, AND BATH NO. 3. 14 NEW 50 GAL. GAS WATER HEATER, THIS HEATER SERVES BATH NO. 1, KITGHEN, AND LAUNDRY. WATER HEATERS MANUFAGTURED BY AMERICAN WATER HEATER CO. MODEL F6122-50T50-41NOMV - BTU = 50,000 - G.P.H. RECOVERY = 50.1 E.F. = 0.55 - TANK INSULATION = R15 + RIO BLANKET. THIS MODEL MEETS CALIFORNIA TITLE 24 REOU I REMENTS. WATER HEATERS AND PLUMBING 5UPPLIE5 AVAILABLE LOCALLY AT: PLUMBING i INDUSTRIAL SUPPLY CO. 615 E. WASHIN&TON AVE. SANTA ANA, GA. C12106 THOMAS BROS. ORANGE COUNTY MAP 82q-1=2 TEL: (114) 543-Ci2Ol 15 GHASE FOR WATER HEATER EXHAUST VENTS THROUGH ROOF. 16 SINK FAUCETS MAX. 2.5 GPM. 17 WATER GLOSET SPACE TO BE MIN. 30" WIDE WITH MIN. 24" GLEAR IN FRONT OF TOILET, SEGTION 2c104. TOILET MAX. 1.6 GAL. PER FLUSH. GINSTALL METAL GATGH PANS UNDER WATER HEATERS. T $ P VALVE PIPE FROM WATER HEATER EMPTIES INTO GATGH PAN. INSTALL I" COPPER PIPE FROM GATGH PANS TO EXTERIOR. NOTES: I - COVER PLATES ON ALL G.F.G.I. PROTECTED OUTLETS SHALL BE LABELED " G.F.G.I . PROTEGTED". 2 - ALL NEW OUTLETS IN BEDROOMS ARE REQUIRED TO BE ON A.F.G.I. (ARC, FAULT GIRGUIT INTERRUPT) PROTEGTED G I RGU 175. 3 - NEW SMOKE DETECTORS ARE REQUIRED, SECTIONS 310A.1.2, AND 310.1.1.4. - All 5MOKE DETECTORS SHALL BE I NTERGONNEGTED SO THAT WHEN ANY ONE DETECTOR 15 ACTIVATED, THE ALARM SHALL SOUND IN ALL SLEEPING AREAS, SEGTION 510A.1.4. 4 - OPTIONAL CARBON MONOXIDE DETEGTOR MANUFAGTURER'S INSTALLATION INSTRUGTIONS STATE THAT DETECTOR SHOULD NOT BE INSTALLED NITHIN 12" OF GEILING OR WITHIN 12" OF FLOOR. INSTALL (9+12". 5 - SUGGEST HAVING GABLE COMPANY INSTALL TV OUTLETS PRIOR TO INSTALLATION OF INSULATION OR DRYWALL. +2411 GF I +36" +24" +45" _ +45" +45" GFI O OFI GFI EG2 EG2 NOTE: OF I Electrical Symbol Abbreviations: - MIN. ONE OUTLET � ON NALL REQUIRED U.G.L. - For Under Cabinet L.Y. Light TranSforrner5 J IN GARAGE, SECTION Ground Fault Gircuit Interrupt 'u- 210-52(f), OTHER5 O.S.L. - Over Sink Light ARE OPTIONAL. O.P.L. - Over Peninsula Lights D.W. - Di5h Washer G.D. -(5arbage D15po5al a:_01: AARA6 DOOR G.L. - General lighting OPENER M.W. - Microwave Oven +45" r NEW GARAGE 0 f �0 +45" 31_01: 41_01: GFI o +24" 13 12 14LoR AccE55 GFI TO BE COVERED. EXISTING 0- EXISTING WR 18 ^ _ _ CONCRETE U3 SHELVES nNH NH LANDING Z �f) LU I E0 EG2 EO EGQ I I Q TV TV < I LU LU 0 BEDROOM #2 < ,G LU z +84 >~oR L��' BEDROOM #5 GLOSET I 7 I 5� o 0 +84 L_ _ +72" SC� KITGHEN BATH #2 Ul 1 +45" —) GFI I e GLOSET 17Uff I I _ 10 L� F — —' -1 WORK LIGHT IN ATTIC, LOC. +84" I I APPROXIMATE ( 10 BATH #I 1/2" OR OUTLET IN ATTIC BREAKFAST SNITCH IN ATTIC FOR 5/8" L _Z I FOR AIR HANDLER. NOOK NOW LIGHT, LOC. _ 7 APPROXIMATE 9 �ID5I L_.J 8 GLOSET DINING ROOM +84-44 BEDROOM #1 X X Q) T t 70 Z EXISTING ELECTRICAL, PLUMBING, ANq H.V.A.C. PLAN SCALE 1/4" = 1'-0" EXI5TINCa L I V I NC ROOM CIRCUIT DESCRIPTION PANEL SLOT NUMBER I PANEL SLOT NUMBER EF ---------- - ------- --------------- - --------- CIRCUIT DESCRIPTION ------------------------------ ELEC ICAL SYMBOLS III I nd icote5 Neot her Res istont Gover On Outdoor Outlet. Switch cg45" Above Floor U.O.N. 3 E3 Noy Sw itch c@ 45" Above Floor U.O.N. D Dimmer Switch @45" Above Floor U.O.N. n,....... _.�... ."_r..,.. ...,..., ......,M..., ,__._.�� .µ....v_ ..._. _H......_ ...�...� ,,.,_,..� ...........,_ ..w��. ..,.._ ,. �_..m,. ._.a..,u... .,Mw.� .u..,..�. _�...�.__.. ....�.�... �.._..... �......n... _:...,..4_. ...._..�,.. .��,,.,.., ..w_..�. -�- Junction Box For Suspended Licht Fixture. =6-- mower Receptor l e @ +12" Above door U.O.N. HOV Duplex Receptacle (g +12" Above door U.O.N. 60 amp Weather Resistant Air Gondi liner Disconnect U. L. Listed For Gontoct With Insulation IncondeSGent Recessed Light Fixture @Geiling TM _ ..._..._ ...._...._ _ ....._..._ _..,._.:. --{� Wall Mounted InGondeSGent Light Fixture. W Gan Licht @Geiling, UL Listed os Suitoble for wet Areost Doff Outdoor Dual Flood Licht Fixture. _......... ......�._w ,..M_..... �.....,.. ...,_�... ...:.._..�..: ..rr........ w�.._.. .w.r.�..... _..aµm,. _�„_....N .,......v., ,....n.. ..__...,.. .,.._.. ...w..._., ...,..__ ,_.._w.. w........... _r..._... .. �..�.�a .,w.�.... ..M........ ..M��.,.. ,.�_n... M...M.,_.. Telephone Jack (g12" Above door U.O.N. ---C1N TV 5igno l Jack � 12" Above door U.O.N. ._.. ... _._.._ r..... M._ .__._..... ............ .......r..T_ ....w . _... _.. w. ..,,_.,m ......M.. _..,:.... .....:._.. ............ _.,.. ...,......r. _.,,.._ ........,. 120V. U.L. Listed Smoke Detector @Geiling with Battery Backup. See Attached Monufacturer's Data Sheet and Note #5 of Left. Optionol 120V. U.L. Listed Gorbon Monoxide Detector @-72" Above Floor With Battery Backup. Existinq Door Ghime Push Button Existing Door Ghime5 HVA C LEGEND /NO --�1� H.V.A.G. Register in Noll 9+ciO" to Genter, Adjustable H.V.A.G. Register (gGe i l ing, Adjustable ® Set Back Type Thermostat g+54" to Genter 1. THIS BUILDING GURRENTLY HAS NO CENTRAL HEATING AND AIR GOND I T I ON I NG SYSTEM, REMOVE EXISTING GAS WALL HEATER, INSTALL NEW GENTRAL SYSTEM, SEE MEGHANIGAL ENGINEER'S SIZE SPEGIFIGATION ON SHEET 2, TITLE 24. RECOMMEND UPGRADING FROM SEER 10 TO SEER 12. 2. HVAG DUGT5 MUST BE INSTALLED, THE USE OF BU I LD I NC-7 CAVITIES AS DUGTS 15 NOT ALLOWED. 3. HVAG DUGT SYSTEM OPENINGS MUST BE SEALED WITH MASTIG, TAPE, AEROSOL SEALANT, OR OTHER DUCT GLOSURE SYSTEM THAT MEETS THE APPLICABLE REQUIREMENTS OF UL-161, UL-181A, OR UL-IP>1B. THE TAPE AND MASTIC, MUST BE LABELED UL-181. THE USE OF CLOTH BACKED RUBBER ADHESIVE DUCT TAPE 15 NOT ALLOWED. Exterior Hose Bib Imo- For Oos Gonnection �_i Coos Vo Ive, Size, Noted on Flon. — &AS -- Schedule 40 bloGk steel pipe (for gas). Size noted on plan. - WAG equipment, water heater, Shower heads and faucets certified by the Go l if orn is Energy Gomm is5 ion (G.E.G.) . o. - Water G losets : 1.63 67PM b. - Shower Heods: 2.5 6PM c. - Loundry Foucet5: 2.2 C-2F'M d. -- Sink Foucets: 2.5 GF'M 2 - Exterior hose bibs shol I have approved back-flowprevention devices 3 - ,doter Beaters sho I I , ESS1�Ngl c� N 31619 * Exp. 12-31-20 4 C / V \ \- T� OF CAS\\ Sheet: 5 of 9 5TA I R TREADS TO BE 6LUED AND ATTACHED TO STAIR RUNNERS WITH EITHER 2-1/2" SPIRAL SHANK NAILS OR 2" X 5/16" COUNTER SUNK 5CREW5, FOUR FASTENERS PER CONN. (16 FASTENERS PER TREAD) STAIR TREADS, 5/4" PLYWOOD OR HARDWOOD, EXACT FINISH TO BE SELECTED BY HOMEOWNER. e SIMPSON A24, ONE PER RUNNER. ~ I .G.B.O. - ER --NONE. I/2" BOLT W. WASHER, 4 REG. 1/2" X 4" LAG BOLT, 4 REG. EXI5TIN6 FLOOR 5HEATHIN6 EXI5TIN6 2X6 FLOOR JOISTS F.F. 4" X 6" X MIN. 48" GIRDER, FIT LENGTH A5 NECESSARY BETWEEN EXI STI N6 FLOOR JOISTS. INSTALL ONE END ON TOP OF EXISTING 61RDER, OTHER END ON NEW PIER, SEE SECTIONS A -A AND G-G, TH15 SHEET, FOR LOCATIONS. Cy Q / 12"X12" PRE -MANUFACTURED CONCRETE .4 Q a . PIER AT ONE END, SEE SECTIONS A -A Lu W AND G-G, TH15 SHEET, FOR LOCATIONS. ° a z EXISTING GRADE 18" X 18" GONG. FOOTING. a STAIR RUNNER TO FLOOR ATTACHMENT DETAIL 5/8" X 24" THREADED ROD TO PROVIDE FOR SPECIAL WALL TO FLOOR TO WALL SHEAR TRANSFER, SEE ROOF FRAMING PLAN, SHEET 8, FOR LOCATIONS. DOUBLE 2X6 TOP PLATE --- -" LOGKIN6 NUT AND WASHER �. z § rn SIMPSON HD5A O x M z 6 LOGKIN6 NUT AND WASHER N M _ — — — TWO 3/4" BOLTS WITH WASHERS DOUBLE 2X6 2x6 DOUBLE 2X6 3/5" COX PLYWOOD NAILED 6" B.N. - 6" E.N. - 12" F.N. TWO 5/4" BOLTS WITH BP-5/4 WA5HER5 SIMPSON "HD5A" HOLD DOWN, SEE FOUNDATION PLAN, SHEET -7, FOR LOCATIONS. �\ 3X6 P.T. SILL AT FOUNDATION, 2X6 D.F. SILL AT 2ND FLOOR. ANCHOR BOLTS, SEE DETAIL #8, SHEET -7, AND SEE SHEAR _ _ -- WALL SCHEDULE, SHEET 3 N FOR SPAG i NG. I/2 HEIGHT m MIN. SEE PLAN HOLD DOWN BOLTS, SEE r DETAIL #4, SHEET -7. la It I, 18" FLOOR SHEATHING EXISTING DOUBLE TOP PLATE 1/2" PLYWOOD 5HEATHINO. STAIR. TREADS 2X12 RUNNERS SIMPSON A35, ONE PER RUNNER. BEND AND NAIL TAB OVER TOP OF LEDGER. 2X8 LEDGER, ATTACHED TO EXISTIN6 WALL STUDS WITH 1/2" X 5" LAG BOLTS STAGGERED @16" O.G. - OR THREE 16D NAILS C 2" O.G. WHERE LEDGER GROSSES EAGH STUD. L ATTAU"HMENT DETAIL SCALE 1 " = V-0" I SON 2X12 FLOOR JOIST CONCRETE FOOTING FOOTING 50" DEEP 15" EACH SIDE OF HOLD DOWN BOLTS. Simpson Strong -Tie - H05A SPECIAL SHEAR TIE BETWEEN FLOORS NO SCALE TYPICAL SHEAR WALL SCALE 1/211 = 11-011 SHEATHED SIDE AT HEADER, FIELD NAIL THRU SHEATHING AND METAL STRIP WITH 10d COMMON NAILS OR 16d SINKERS AT LOCATIONS MARKED BY PAINTED DOTS TOP OF PANEL w � 0 0 0 0 a J Z o a Z 0 o 0 0 0 A a O C ° 0 0 0 ° 0 o 0 uj r o 0 0 0 0 0 a o a a O a MICROLLAM LVL BEAM 0 0 0 0 0 0 a a— a PANEL SHEATHING 0 0 O a \ O O 0 o PERIMETER METAL U—CHANNEL 0 0 O a n o 0 1/2" SHIM IS PROVIDED WITH WALL, BUT IS NOT REQUIRED F919417M USE 3/8 PLYWOOD/OSB SHIM UNDER STRAP WHEN HEADER IS 3-1 /8" GLB 4" ' FIELD NAIL 10ga STRAP MICROLLAM LVL BEAM TO POST & HEADER WITH (10) 10d COMMON NOTE: NAILS OR (10) 16d SINKER POSITION HEADER FLUSH NAILS AT TOP AND BOTTOM AGAINST STRONG —WALL OF EACH STRAP. SHEATHING. SDS 1 /4" X 6" SCREWS 0""'ONNECTION DETAIL— NO SCALE OF STRON(03` WALL C NEW FASCIA TO MATCH EXI5TIN6 I'-11" NEW 2X8 ROOF RAFTERS @24" O.G. EO R30 INSULATION, TYP. -� A35F @24" O.G. DOUBLE 2X4 TOP PLATE 2X8 LEDGER, ATTAGHED WITH- 1/2" LA6 BOLTS @32" O.G. ` -- NEW 1/2" PLYWOOD ROOF 5HEATHIN6 2X12 ON THE FLAT EXI5TIN6 RIDGE BOARD -- EX15TINC-2 ROOF 5HEATHIN6 -- � � �g FxJSr�NG C 7 2X4 LED6ER &HALLHAY FRAMING ONLY. 4XI2 PURLIN (BEAM)-- — 2X4 CRIPPLE NALL R13 INSULATION, TYP.— --Not 4X6 HEADER EXISTING GEILING JOISTS TO BED ROOM 4X6 GIRDER, SEE NO. 2 STAIR RUNNER TO FLOOR ATTACHMENT s�Y DETAIL AT LEFT. z_ 12 X 12 PRE -MAN. Z CONCRETE PIER, Q AL50 SEE SECTION NO. I HALLWAY HALLWAY EXISTING DOUBLE 2X6 GIRDER e EX15TINGPIER ------ FOOTING5,TYP. -- ---- 15" X 18" GONG. FOOTING, SEE STAIR RUNNER TO FLOOR ATTACHMENT DETAIL AT LEFT. S EC' T 10 I'm' A A -SCALE 1 /4" = 1'-®" 2x6 BLOGK I N6 A. I/, , It-- ,, r-,t=Tn EACH 51DF OF SILL PLATF LSTA TIE STRAP - I.C.B.O. - ER-5672 SHEAR TRANSFER AROUND WINDO W­ S SCALE 1/21V = 1 1-011 0 I a I nm% Ili I It -4 �4 0:m I Lei 4 1 In 19 LL THREAD RO x COUPLER NUT / \"Z/ WITNESS HOLE VISIBLE FOR/ INSPECTION\ "FRONT" STAMPED V I EN A -A 5/8" 0 x 12" AB W/ 7" MIN. CONCRETE o d EMBEDMENT a d • • d d BEARING PLATE W/ " 4, SDS 1 /4 x 2 1/2" d SCREWS PROVIDED 4 . d WITH WALL. ANCHOR BOLT SEE DETAIL 6, 'SHEET 7. OPTIONAL 8" DIAMETER SOLAR TUBE 5KYL I &HT WATER HEATER. EXHAUST VENTS 2'-0" 2'-0" 2'-0" I 5-1/2" X 16" X 20'-0" MIGROLLAM LVL HEADER I---- -- tu \5/5" TYPE X DRYWALL ON ALL INTERIOR SIDES OF GARAGE. FIRE RATED FOR ONE HOUR, SECTION 302.4. J -U z z tL x 4_ 16-0" WIDE X -P-O" HIGH ROLL UP &ARA6E DOOR, + 0 0- W IY _ !X REMOTE CONTROLLED to a N � AUTOMATIC GARAGE N � DOOR OPENER OPTIONAL RO F.G.F. 2X10 RIDGE BOARD — OPTIONAL 8" DIAMETER 112" PLYWOOD ROOF �--�1 SOLAR TUBE SKYLIGHT SHEATHING — 10'-0" WIDE ROOF SHEAR TRANSFER PANEL, SEE ROOF FRAMI N6 PLAN, SHEET 8, �. MIN. FIVE FOR LOCATION. IOD NAILS MIN. EIGHT 16D NAILS 2X8 BLOGK I N6 A35F @24" O.G. 1/2" PLYWOOD ROOF SHEATHING -- NEW FASCIA TO MATCH EXI5TIN6 �— NEW 2X8 ROOF RAFTERS @ 24" O.G. 2X8 GEILIN6 JOISTS @24" O.G. A35F @24" O.G. ~- --- DOUBLE 2X4 TOP PLATE 2X4 WALL FRAMING 318 PLYWOOD SHEATHING WITH STUCCO FAG I NG R15 INSULATION ,. R1q INSULATION "o, / 2X4 SILL PLATE f A35F @ 16" O.G. 2X12 RIM JOIST F- — -- — 2X12 BLOGKIN6 @48111 MAX. O.G. A35F @ 16" O.G. DOUBLE 2X6 TOP PLATE -- - 2X6 WALL FRAMING 3/8" PLYWOOD SHEATHING WITH 5TUGG0 FAG I NG .-- 3X6 P.T. SILL PLATE WATER HEATER EXHAUST VENT5 .---"` I/2" PLYWOOD ROOF SHEATHING / 6-0" WIDE ROOF SHEAR TRANSFER / / / PANEL, ALSO SEE SECTION A —A. MIN. FIVE / / i R30 INSULATION IOD NAILS / / MIN. EIC-BHT 16D NAILS / 2X8 BLOCKING / A35F @24" O.G. ,-DOUBLE 2X4 TOP PLATE ::z 8" Y1N HEA HIN TRIM RAFTER TAILS TO MATCH EXISTING, TYP. ° °° °° o / PL OOD S T 6 WITH STUCCO FAGIN6 R15 INSULATION 2X6 6L0GKIN6, STAGGERED H. THREE BLOCKING DOUBLE 2X4 TOP PLATE —' 16D NAILS IN EACH END. TOE NAILED TO TOP PLATE N. I6D / 514" T46 PLYWOOD 5HEATHIN6 2X4 STUDS NAILS t�4" 00. _ � 2X12 BLOCKING DOUBLE 2X4 TOP PLATE R13 INSULATION -- `�" __ 1/2" DRYWALL - TYP. Rla INSULATION o f 3/8" PLYWOOD 5HEATHIN6 R13 INSULATION IN THIS WALL - WITH STUCCO FAGIN6 FOR SOUND ISOLATION PURPOSES. U © / EXISTING ROOF 2X4 SILL 2X4 SILL, NAILED TO BLOCKING � WITH 16D NAILS @4" O.G. - N EXISTING 2X4 SILL 2XI2 BLOCKING, STAGGERED, N. FOUR / A35F @ I6" O.G. I6D NAILS EAGH END. 515E 2ND FLOOR, FLOOR FRAMING PLAN, SHEET 7. N f " A35F @ 16 O.G. N BEDROOM #4 , -. X12 RIM JOIST �' ��� trttt�ttttrrtit�►trtttrtrttrrtnt♦ �� rttlttttttIT, ttttlittrtttt �ww�rww�ww DOUBLE 2X6 TOP PLATE r A35F @ 12" O.G. 5-I/2" X 16" MIGROLLAM � -10 LVL HEADER �- o Of 318" PLYWOOD SHEATHING WITH STUCCO FAGIN6 5/8" TYPE X DRYWALL ON ALL < < O °- a EXISTING INTERIOR SIDES OF GARAGE. z W � � % % DOOR FIRE RATED FOR ONE HOUR, SECTION 302.4. w w m z z 2X6 WALL FRAMING r- < x x L I EXISTING F.F^BEYOND------- _ _ j- �'�'— F.F.------- — F.F. 3X6 P.T. SILL . ......... dJ W.H. PLATFORM F.G.F. — NEW NEW FOOTING FOOTING N. 6. +/- F. 6. SCALE 1 /4" = 1'-0" WATER HEATER EXHAUST VENTS OPTIONAL 8 DIAMETER .— 2X10 RIDGE BOARD SOLAR TUBE 5KYL 16HT 6'-O" WIDE ROOF SHEAR 318" PLYWOOD SHEATHING TRANSFER PANEL, SEE ROOF / FRAMING PLAN, SHEET 8, FOR `� � 10'-0" WIDE ROOF SHEAR LOCATIONS - 2 PLG5. ~ `� MIN. FIVE MIN. FIVE .� TRANSFER PANEL, ALSO \` 100 NAILS 100 NAILS �' SEE SECTION A -A. MIN. EICaHT 16D NAILS ~ ` Ix8 RAFTER TIE ° ° °° / � / DOUBLE 2X4 TOP PLATE 2X8 BLOGKIN6-- '� MIN. EIGHT 160 NAILS DOUBLE 2X4 TOP PLATE \ '" "� .. �-- 2X8 BLOGKIN6 2X4 STUDS o °° °° ° 2X8 RAFTER TIES (G.J) �-- DOUBLE 2X4 TOP PLATE 2X12 ON THE FLAT-- �" 2X4 WALL, SEE DETAIL 2X4 SILL ., . - "' —' "" NO. 3, SHEET 8. 4X10 BEAM 1' P9 -" -- EXISTING ROOF RAFTERS EXISTING ROOF RAFTERS 4L --H -fr EXISTING GEILIN6 JOISTS / 4XI2 PURLIN (BEAM) / 5IMP50N A35F @ 16" O.G. 4X4 BLOCKING ~ 4X8 HEADER, SEE DETAIL NO. 3, SHEET 8. 51MPSON A35F @ I6" O.G. 4X6 HDR. IrF` 11 1'— EXISTING DOUBLE 2X4 TOP PLATE 2~ UIO, ks) 14 X 4X6 BLOCKING Lu 12"Xi2" PRE -MAN. _ GONG. PIER ('n s IS"XIS" GONG. FOOTING. K I TGHEN BEDROOM #2 5alF.F. EXISTING 2X6 FLOOR JOISTS EXISTING DOUBLE 2X6 GIRDEiR5, TYP. `4 EXISTING PIER EXISTING GRADE4. FOOTIN65, TYP. N ; • . • . EX15TIN6 FOOTING 4" X 6" X MIN. 45" 61RDER BETWEEN FLOOR JOISTS, LENGTH AS NECESSARY. 12" X 12" PRE -MANUFACTURED CONCRETE PIER, AL50 SEE SECTION A -A/ 18" X 16" GONG. FOOTING. 3 Nk..� "'E"'TION® 4t — T R4 ti kof C_ SCALE 1 /4 — 1-U BEDROOM #3 F.F. EXI5TING GRADE EXI5TIN6 FINISH QRpFESS/p� � \A No. 1619 � * Exp.12-31-2004 OF CAS-\F "al Cn 00 ,04 O I I V it � M M � t CC3 OQO CN 00 C13 , y`J CIS kn C1 Date: 8/ 12/2003 Drawn By: Harold Clift Image CAD Service (714)283-1650 Scale: As Noted Sheet: 6 of 9 _ 21'-O" FRAMING NOTES: 51MP50N A35F @16" O.G. 5U66E5TED NEAR EQUAL ANCHOR BOLT 5PAGING, VERIFY IN FIELD. WALL TO FLOOR SHEAR 211 31—/ 11 41—o li 41-011 41-D 11 31-6 11 211 ° TRANSFER. CJ I ALL NEW WALLS SHALL BE SHEATHED ON EXTERIOR - �° � 2X 12 BLOCK I NG F f R5T BAY AT MAX. 48" O.G. SUGGESTED EQUAL SPAGI NG. -- 2 3-01 it 3-01 it 3-a1 it 3-0, „ 3-011 3-011 31-0 WiTH 3/P8" GDX PLYWOOD. 4 6 4. SIMILAR 2 - TOP PLATES SHALL HAVE MIN. 48" LAP 5PL I CE5. Q —------'-- -- ---- ---- SIMILAR SEGTiON2320.11.2. ° 2 A 3 - FIRE BLOGK I NG , VERTICAL OR HORi ZONTAL, SHALL L5TA24 A35F 2 A� 213 4 3 4 'tr L=20'-O" cj X12 �33L0CK'INC� �, = S @ (/ 11 ,�, � CONFORM TO SECTION �08.2.2. SEE TEXT OF -708.2.2 2 �� P9 O.G. `ST �� BELOW. so 4 - WHERE TOP PLATES OR SOLE PLATES ARE GUT FOR SIMPSON A35F @12" O.G. ® > U) 3 '. - ....,..: ,x.. ,..,.. :ri . >. M. u}. ; .,. ,.,t,._ ° -.,.. ....;Y,.r....m .,. -, LSTP�24 PIPES, A METAL TIE MIN. O.D58" THICK AND 1-1/2" FOR BLOCKING IS , ` ` WIDE SHALL BE FASTENED TO EAGH PLATE AGROS5 O.G. FOR RIM JOIST, — — — — -- — — — — — — — — — — — ni O 6 AND TO EAGH 51DE OF THE OPENING WITH NOT LESS SEE FLOOR FRAMING m r 7 rn N 4 sW22 A35F THAN 51X {bD NAILS. 5ECT{ON 2320.11.1, NOTGHING PLAN AT RIGHT. I i m J " m Q O N 6 5 @12" AND BORING OF WALL5 SHALL GOMPLY WITH 5EGT{ON5 ° ° ° — --� 5/8 ANCHOR I 7� N O.G. 2320.11 A, AND 2520.11.10. - NOTGHI NG AND BORING OF ° ° ° BOLT @48" Q.G. ( �- y r JOISTS SHALL COMPLY WITH SECTION 2320.,5.3, 5EE ° o Op PLATE ooTiu� I MAX. -TYP. 1 z !� 6, 11 TEXT OF 2320.8.3 BELOW. ° ° 2Xb DOUBLET ( SLOPE F.G.F. @ I u CANTILEVERN 2x12 BLOCKING LOG. 5 - PLYWOOD FLOOR SHEATHING SHALL CONFORM TO TABLE = - ------ UNDER WALL ABOVE. 23-11-E-1 AND 23-11-H. SEE DETAIL NO. I BELOW. 8„ I _ MIN. 1/4" PER FT. ( 0 W d ? 6 - PROVIDE MIN. 24" X 15" CRAWL SPACE AGGE55 OPENING NOTE: ( I 2 X 12 F.J. @ 12" D.G. `' TO COMPLY WITH SECTION 2306.3, 5EE FLOOR PLAN, BLOGKING REQUIRED WHEN 1511 I SHEET 3, FOR LOCATION. DOUBLE TOP PLATE 15 I I ®I -'rl_ is IaC.S. . - ER-J67 CONSTRUCTED USING 2X4. 3b " I �I® �I Ii I O c ` -1 - PROVIDE FOUNDATION VENTS TO COMPLY WITH SECTION (RIM JOIST OK WHEN TOP I —I— I of�,� I® ®I.®. �' 11 0- 2306.-7, SEE EXTERIOR ELEVATIONS, SHEET OR PLATE 15 GONSTRUGTED -�' I I ( O A35F - m LOCATIONS, U51N6 2X6 OR LARGER). 151, I I I ILU 5" C) ®16 5 ° UAIlk , ®I-® I� �® m O.G. OIa Xt, i -O INSTALL TOP OF NEW FLOOR JOISTS FLUSH -70,5.2.2 Fire block con5trvction. Fire blockin shall consist of 2 inches (51 mm) nominal lumber or two X � s� WITH TOP OF EXISTrNG TOP PLATE,SEE � g O A35F „ thicknesses of 1-inch (25 mm) nominal lumber with broken lap joints or one 36" I ®..� ®®I -a ®® 7 H 1 i - v SECTION A- A, SHEET 4. WHERE NEW JOIST Pg vMEETS OLD TOP PLATE INSTALL A35F ON N thickness of 25132-inch (15.3 mm) wood structural panel with joints backed by v @ 12 " 25/52-inch (0 3 mm) wood structural onel or one thickness of 3/4-inch (iq.l 15" I ®i� ®i 5/5" ANGHOR �, 6 o.C. > la j n : p 'to S&HEtalk'"""' TRA10'NJf"NFEwR%', F wm%' T"'"" WALLx ILy TOP @24" D.G. mm) Type 2-M particleboard with joints backed by 5/4-inch (1a.i mm) Type, UUM" I .�. ..® ®..� BOLT @48" I N = I 11 2-M ppbatteborard. lire blocks eral also olbe of fib er, o m board, cement approved 8 I I I I I O.G. MAX. i �- ti ry INSTALL 3/4 T G STURDY FLOOR PLYWOOD or g pp TYP. i �� materials installed in such a manner as, to be securely retained in place. NO SCALE 5 I I (3 io -t FLOOR SHEATHING, SEE DETAIL NO. 1, THIS 1 Loose -fill insulation material shall not be used as a fire block vnles5 36" DEEP s ecificail tested in the form and manner intended for use to demonstrate �' •� SHEET. �; 6 P � FOOTING. I I n its ability to remain in place and to retard the spread of fire and hot gases. < L O 1W Nails having parallel or staggered studs for sound transmission control shall I W O 'Si FRAME NEW GROUND FLOOR GARAGE WALL5 have fire blocks of batty or blankets of mineral or glass fiber or other y approved flexible materials. NO. 4 REBAR AT I8" O.G. ( Z tSti , :. BOTH WAYS. TYP. sEE SLOPE F.G.F. @ O Cn USING 2Xb STUDS, FRAME NEW 2ND LEVEL ,�; PP / ,> HALLS USING 2X4 STUDS INSTALL 31811 r,. 5 8 D{A. — `� FOUNDATION SECTION it p Q 2320.8.3 MUDS{LL A.B. SSTB28 BELON. � MIN. II4 PER FT. ( SSTB28 - i > U' GDX PLYWOOD SHEATHING ON ALL EXTERIOR Joists shall be Supported laterally of the ends and at each support by solid (� I w O O 6 SW22 SIDES AND NAIL PER 5HEARWALL SCHEDULE. blocking except where the ends of joists are nailed to a header, band or 19 m 6 I NO. 4 X 24" LONG REBAR EXIsrINC� OPENING FOR ( M � 4 rim joist or to an adjoining stud or by other approved means. solid blocking '-1 MAX. DONELS AT 18 O.G. TYP. shall not be less than 2 inches (51 mm) in thickness and the full depth of joist. i UNDER FLOOR ACCESS U � � 3� P L — J SEE FOUNDATION SECTION TO BE ABANDONED AND ( O 7 N 6 pia Notches on the ends, of joists shall not exceed one fourth the joist depth. - BELOW. COVERED BY NEW WALL, > N Q SIMILAR Holes bored in joists shall not be within 2 inches (51 mm) of the tap or 5EE FRAMING NOTE NO. b I _ r X bottom of the joist, and the diameter of any such hole shall not exceed one TOP OF 6" ( AT RIGHT. Lp i>— r C) p third the depth of the joist. Notches in the top or bottom of joists shall not CONCRETE _- - s X W B exceed one sixth the depth and shall not be located in the middle third of * e y - -- o STRONG WALL ANCHOR 1 1 m 19 m�; 0 the span. Joist framing from opposite sides of a beam, girder or partition shall be lapped at least 5 inches (16 mm) or the opposing joists shall be BOLT TEMPLATES: _ _ _ _ _ _ __ _ — — — — — — — — J �tied together In an approved manner. Joists framing into the side of a wood 22" W. S.W. USE - 5WT22 — — _ � �` girder Shall be supportedbyframing anchors or on ledger strips not less N ti an 2 inches 1{�J.,,y inches mm 1{�,./�,y 1 mm). ... +. ,.., . e.».., ..arc......- .. .. „• ... .,a w ,ay., ..P t ..v.Y- ,n.» n,.._ ..vi .J.•..h ,.,ri m. EXISTING.., , . .. ,. •...,...,....,,.. , ,.w .. „ur.. z_ MIN. 30" FOOTING DEPTH, — �� LMP9o„ AND MIN, 1811 BIDER LSTA24 � (EACH SIDE), THAN — — ----- ----- I �� STRONG WALL WIDTH. I 5 �— —�— —� 2 4 ( 8 6 6 FOUNDATION NOTES: L5TA24 TIE STRAP AROUND z 31—D11 31-D11 31-011 3I-O" 3'—D" 3i—O" 3i—D" GORNER AT ALL SILL PLATES V AND TOP PLATES. BEND STRAP I - HIDE LINES REPRESENT NEW FOOTINGS, REGULAR LINES REPRESENT EXISTING FOOTINGS. IL E 2X12 BLOCKING FIRST BAY AT MAX. 48" O.G. -SUGGESTED EQUAL SPAGlNG. a0 DEG. AT CENTER AND NAIL I.C.B.O. - PFC- 485 2 - SEE STRUGTURAL MATERIAL SPEGIFIGATION5, SHEET 3, FOR GONGRETE AND STEEL 5PEGIFIGATION5. 103 E WITH MIN. SIX 100 NAILS 3 - HOLD DOWN AND ANCHOR BOLT5 MUST BE SEGURED IN PLAGE PRIOR TO FOUNDATION IN5PEGTION. BOTH WAYS. - TYP. 4 - PROVIDE NOT LE55 THAN 5/8" PIA. ANCHOR BOLTS EMBEDDED MIN. 1" INTO GONGRETE OR I I.G.B.O. - ER-56-71. MASONRY, MAXIMUM 6'-O" O.G., MIN. 2 BOLTS PER PLATE, ONE BOLT NOT MORE THAN 12" OR 1 DETAIL NUMBER LE55 THAN SEVEN BOLT DIAMETERS OF PLATE ENDS. 5EGTION 1806.6 AND I806.6.1, SEE HOLD g SHEET NUMBER DOWN AND ANCHOR BOLT OETAIL5 BELOW. WALL /AINUHUM r[oSm&Ud"%LT TEMorm1ftLATE If % ,M% 11 1 a I womaq, A IIII, III ® 44 r 4 44 DEVIL NUMBER, ® 4 44 O SCALE SCALE 1 /4 — -0 1 THIS SHEET , SCALE 1/4" — 1 -o FLOOR SHEATHING, PLYWOOD DIAPHRAGM FLOOR SHEATHING AND NAIL^INC-� DRILL 3/4" HOLE MIN. b" DEEP @ 22-1/2.. DEGREE ANGLE. SET REBAR 1) AL.L. STRUCTURAL FL %r OOC� SHALL. A Ci -- X A 17H CASE I GA5E 3 IN 5IMP50N ET OR ETF EPDXY, I.G.B.O. ER-4c145.EXTERIOR &L.UE F /S, I -�4, UNLESS OTH I S NOT 11). a #4 x 24" LONG BEND #4 REBAR AT 22-1/2 DEG. ANGLE. 2) FL"` O NA i L I N SHALL AS 1=OLLOAS UNLESSTHERK S REBAR @ 18 D.G. b" -rYF. NOTED ON PLANS; aA ~ TIE #4 REBAR TOGETHER W{TH WIRE TIES. a ' •Q. 5OUN **r ANL� Ql: .4 :: • :: +tG: 4 4" GONG. FINISH GARAGE FLOOR z TH i �i N 55 N I �..) N I L :;) N I L. I NO 'd •. @ �" O.G. I O @ 12 O.G. ° EXISTING c Z Q 5/4 " I oz1 @ 4" O.�.i . I O @ 121, O.C. ° a a 4 FOOTING = 5uB BASE S) THE NAIL. �I�O IST NO fO`� " NOMINAL. (2-1/2" NET iNV BLOGKING /4 e i ,� a . a bo. ° a : ' 4 ''i I MEMBERS ON H I �� SHEET roc SFL. I G SHALL E /4" MINIMUM. BN\—FN EN 4 a, 4 6 M I L. V SQUEEN FRAMING a d 3 ... 4" COMPACTED , 4) THE NAIL ) 1 STANCE O " NOMINAL (1— 1 /2" NET ) K ICE 4. 4• n ) � . it I i a 4 t t 15" SAND BASE SEE DETAILS IrO11 MM5ON i%�i�l (Ci i�SHEET �t SL. (�iHtLaL./�"MINIMUM. I. SHEATHING SHALL BE 3/4 T G STURDY FLOOR PLYWOOD. G ° ' ,, • 4 . #4 AND #-7, #4 REBAR @18" O.G.., SHEET 6. ) THE NAIL 1:* 1�15T NG Oil L)0 OOC� SHEET SHAL.L. 5E NOT 2. INSTALL FLOOR SHEATHING PER 2041 G.B.G. TABLE 23-Ii-H, CASE I AND CASE 3. Sln'1 Son Strong -Tie, Slm Son 5tron -Tie BOTH WAYS. 24'_611 J_SS -�}-¢'N 1/•�," 4. NAILING PER 2001 G.B.G. TABLE 23-II-B-1, SEE NAILING SCHEDULE, SHEET 8. 3. NAILING - IOd GOMMON OG AT: — 6) NAILS MAY 5 SLANT 1� iV N TO MAINTAIN MINIMUM 1170E M�.�' �18 With SSTB2 �1- AM �/�3 With "L ►' bolt I � I AM I NO MM`1�5. BLOCKING BN EN �N BALL 1� ST NG N %`1`3 1 Amm HE` %`43% U'do"'IN' AmmBil. Inmu"I'Lrum"ErR0001" rwl& A CASE 3 NONE 4" 4" 1211 11 21 5 N) SCALE ®SCALE 1 /244 _ ' 4—®44 3 1 2X4 WALL STUD 5/4" BOLTS WITH SIMPSON BP-5/4 WASHER ON OPF051NO SIDE. 2X4 D.F. SILL -� �� 11 11 11 SIMPSON HDSA (SEE PLAN FOR LOG.) � i � SIMPSON A35F 016" O.G. 51MP50N BP 5/8 WA5HER 5/8 X 18 L TYPE ANGHOR SIMPSON 55TB24 ANCHOR BOLT SEE DETAIL #5 ABOVE. BOLT, MIN. EMBEDMENT = 7". I.G.B.O. ER-5708 �- I.G.B.O. ER-4a35 3Xb P.T. SILL PLATE 3Xb P.T. SILL PLATE 3/4" TAG FLR. SHEATHING - z 16D NAILS @4" O.G. 1-- W NEW 2X4 WALLS 3/8" PLYWOOD SHEATHING. z Q 1-3/4" TYP. = 1-;3/411 TYP. _ ~�~� SEE SEE 2X12 F.J. @ 12" O.G. 2X4 WALL STUD icy v 2C. NEW 2X12 F.J. 2D. 2X12 BLOCKING 2X4 D.F. SILL F.G. _ F.G. � @12 O.G. N 2Xb BLOCKING 51MP50N A35F @16" D.G. a Q 4 4 4. ©. Q W SEE DETAIL #5 ABOVE. W 4: ° 4 ° 4!�i =Miami& Samoa Samoa� .4 NOTE: � 16D NAILS @4" O.G. 5/4" T4 G FLR. SHEATHING . NOTE: � PRIOR TO FOUNDATION PRIOR TO FOUNDATION 1, 16D NAILS 04" O.G. Q POUR SEGUR.E ANGHOR POUR 5EGURE HOLD DOWN = y- 51 MPSON A35F @ 12 O.G.Ik BOLTS IN PLACE USING © BOLTS IN PLACE USING 0) SEE DETAIL #5 ABOVE. 3/8" PLYWOOD SHEATHING. #3 REBAR @ 18" O.G. °. " " #3 REBAR @ 18" O.G. 4 - sY = 11 11 SIMPSON MST-6D 4 ©• SIMP50N MODEL AM 5/8 dj SIMPSON MODEL MKP 5/a = 2X12 BLOCKING t�48" O.G. � - - I.G.B.O. -- ER-5672 DOUBLE 2Xb TOP PLATE BOTH WAYS - - z ANGHOR BOLT HOLDER. BOTH WAYS 4 © z d z_ ANCHOR BOLT HOLDER. MAX., FIRST BAY ONLY. 4 7 SEE DETAIL NO. -7 - us SEE DETAIL NO. 7 2C #4 REBAR HORZ., TYP. ABOVE. #4 REBAR HORZ., TYP. a ;b Q ABOVE. NEW 2Xb WALL5 16D NAILS @4" O.G. 2X12 F.J. @12" O.G. N LU v :z ,_ w m 4 4 v ANGHOR BOLTS MUST 4 I- -i � HOLD DOWN BOLTS MUST O O NEW FOOTING 2Xb BLOGKiNG . BE SECURED IN PLACE , v l.- BE SECURED IN PLACE _ 'Q - -. - PRIOR TO FOUNDATION � '- iL Z O PRIOR TO FOUNDATION AND GONGRETE Q INSPECTION. L1 O O INSPECTION. SLAB. i60 NAILS @4" O.G. IL `U 4 • ° 4 4 " iL Q O ~ 5 f MP50N A35F @ f 6" O.G. y 1Li --i QLI (3 W SEE DETAIL #5 ABOVE. 4 < M GLR. �O I tT� N °r2A 2B DOUBLE 2Xb TOP PLATE 311 3112L) 160 NAILS @4" O.G. a. 15" 1511 71 A 0% 1 1 A%vmI& Nomak A L U08 4 A 0 DO` P"' A T H rD & I A G" r x P I Al SftHE/1_M'4%0Kn"` TrN/_%Nb`kFErR%, FLU"'UK TO` WALL, -0 My all 0 If I %(j Blot, 0 D ap'""'E"ONIAL 01familu'LLD"A' D"" W 10`N B000"b, LT ETA I L /AlNuraolurix ffi`"`0LT lunw"ETI-OL r L; L.) O GALE 8 NO SCALE 4 NO SCALE NO SCALE 2 '�M1► � Q�cf ESSi� l 'D 0 R r c 7 . cP No. 1619 * Exp. 12-31-2004 OF CAi_\� s• +� • •s 4s • r �r w • .. •! s s � w T ri Drawn/12/2003 By: Harold M Image ♦/ lI I PIECE MARK SIMPSON PIECE FASTENERS A MST2*7 30-16d B MST37 42-16d C MST48 46-16d D MST60 56-16d I- MST72 56-16d I- MSTC28 36-16d SINKERS G MSTC4-0 54-1 6d SINKERS H M STC_r52 70-16d SINKERS L=241-011 MATCH EXISTING. 4 z Z Z 7 Z Z EQ EQE 5IMP50N A55F 121-011 ..... o a24" O.G. - U.O.N. ........ 0 0 ON SHEAR WALL SCHEDULE M W is AIR VENT W. 5GREEN. Z AIR VENT N. SCREEN. ......... . . SIMPSON STRAP AS SPECIFIED. SEE TABLE i-011 To I -oil To FOR REQUIRED FASTENERS MATGH NG 4X& HDR. 4Xro HDR.EX15TINO EX15 BELOW BELOW 12 74 41 HEADER/DRAG MEMBER PER PLAN TRIM RAFTER TAILS AND TRIM RAFTER TAILS AND U z:1 INSTALL FASGIA TO INSTALL FA50A TO TRIMMER STUD(S) E MATCH EXISTING. z 1k Nin TIN&. MATCH EXISTING. LEG It S PER PLAN 5/8" CDX SHEATHING, NOT SHOWN. 2X8 G.J. < = 4924" O.G. SHEARWALL BOUNDARY C _SEGTI ON NUMBER USE 24'-0" LONG GEILINO JOISTS, NOTE: PLACE NAILS STARTING @ CENTER 2X4 DOUBLE TOP PLATE AIR VENT N. 5GREEN.- 50"X30" ATTIC, AOGE55. INSTALL 2X85 BLOGKINO BETWEEN AIR VENT N. 5GREEN. OF STRAP & WORK OUT TO EACH END. STUDS OR POST PER 6 SHEET NUMBER r JOISTS AT TOP OF WALLS, SEE UNSUPPORTED SPAN 111-511. 6 > • P19 PLAN 2X4 STUDS ol&" O.G. if 2X5 BLOCKING. SECTION B-B, SHEET 6, MAX. I.C,.B.O. ER-56*72. -DETAIL NUMBER 1100 Pq 2Xb R.R. 0241, O.G. k A A 2X8, R.R. o241, O.G. -SHEET NUMBER 00to I A V\ 17111 h A KE . .. .... E T DETAIL NUMBER, 2xb G.J. 2xe55 G.J. TH15 SHEET f A M%"ftD T' D R A G Sj T R U ® NO SCALE WALL NO SCALE L 4X4 4X(b HDR. 4X4 HDR. HDR. 4X(b HDR. BELON BELOW BELON00-­! BELOW WOOD 51005 TO MATCH EX15TIN& GABLE END AT FRONT. A I R VENT N. SCREEN. AIR VENT W. SCREEN. IL I A ft I M I i 4- 2X6 R.R. *24" O.C. ... . .......... U, Z HOLD E)OVqN 1\4 M, I L I 1 (3 QUHLUU'LE 'z gil_: 2Xb BLOCKING U -� �lj 2XIO 5PEOIAL IT x SPECIAL 4X& HOR. (1q 't ki D Z: RID&F DOUBLE 2X4 TOP PLATE. SEE HOLD DOWN C) W Ql BOARD 5 5 "___�'2X4 STUDS @161' O.C. FRAMING BELOW /2B**N 2 x f2B 2001 C.B.C. TABLE 23 1 if I I I I I N 2X5 LEDGER NOTE #(b, 0 X4 51 6 4 0!�o 70 2 BELOW. 2X4 SILL NEN PLYWOOD SHEATHING. SEE FRAMING 15' W 2XI2 ON THE FLAT. 7 NOTE #6,0"- 7 CONNECTION f BELOW A I. joist to sill or girder, toenail 5-ad 2. brIdqIn(q to joist, toenail each end 2-ad 5. 1" x 6" sulof loor or less to each joist, for,(", nail 2-ad 4. wider than I" x &" sub floor to each joist, face, nail 5_5d 5. 211 subfloor to joist or girder, blind 4 face nail 2-I&CI 6. sole plate to joist or blocking, tqpical face, nailing sole plate to joist or blocking, aT braced Nall panels lbd (P 16, o.c. 5-16d per 16" -7. top plate, to stud, end nail 2-16d a. stud to sole plate 4-ad, toenail or 2-16d, end nail ,1. dbl. stud, fare, nail I&CI o 24" 0.6. 10. dbl. top plates, t9p. face nail dbl. to plate, lop splice I(od 0 I(o" o.c. a-16d 11. blocking between joist or rafters to top plate, toenail 3-ad 12. rim joist to top plate, toenail ad (g 16" o.c. 15, top plates, lops $ intersections, fare nail 2-l6cl 14. cont. header, two pieces I(old (9 16" o.c. along each adpo 15. coiling joist to plate, toenail 5-8d 16. cont. header to stud, toenail 4-5d 17. coiling joist lops over partition, face, nail 5-16.d IS. ceiling joist to parallel rafters, face nail 5_16d 11. rafter to plate, toenail 5_6d 20. 1" brace to each stud 4 plate, face, nail 2-ad 21. 111 x a" sheathing or less to each bearing, fare, nail 2-ad 22. wider than I" x a" sheathing to each bearing, face nail 5-ad 25. built-up corner studs I&d (P 24" o.c. 24. built-up girder $ beams 206 @ 52" o.c. (o top, bottom, $ staggered 2- 20d @ ends 4 @ each splice, 25. 2" planks 2- 1(od (D each bearing 26. mood structural panels 4 particleboard subi'loor $ Nail sheathing ( to framing) 1 2"$ less d $ 4 5 ad or (od -7 all - III ad 1 1511-1 4 loci or ad combination subi'loor- unde-,-rloyment ( to Framing) 5 4" 4 less (OCI 5 811-111 ad gt1 _ I 4 loci or ad 27. panel siding (to framing) I 211 or less 6d & 5 all ad6 28. fiberboard sheathing 2" No. I I go. (od 4 No. 16 go.1 52 :2511 No. 11 ad 4 No. 16 go.01 24-1. Interior paneling I 411 4d to S11 x N 4XIO BEAM LU L ro -oil L= 10'-0" y. AIR VENT N. SCREEN. A I R VENT 5CREEN. 4XI2 PURLIN (BEAM) 2X5 G.J.: 024" O.G. _V, I X�q < 4X4 POST, 4 PL05. Pq 2XI2 P --wQ-5EE PLAN AT RIGHT 2X4 TOP X ON THE EXISTING DOUBLE 2X& PLATE FOR LOCATIONS. FLAT -7 A It" GIRDER UNDER FLOOR. . ... .. F 2X4 SILL 2X OUBLE EX15TIN& P 2X8 R.R. @)24" O.C,. 8 0.R. (924" O.C. TOP PLATE a.UJ 4; 1 SOLAR mxT WALL FRAMUN(3i wum"LETAIL TIONAL 5 EXISTING WALL TUBE 5KYL16HT. -Off r NEW 2X6 WALL SCALE 1/4 1 SHEATHING 4 5nIk", CO Cr-NTER LENS BELOVq 7 -Z AIR VENT V4.SGREEN. z 3: INHAIR VENT N. SCREEN. •�,ALLNAT. 2Xe� R.R. @124" O.C. M 2X5 BLOCKING C) 0NlJ_GIX:1 ESSlom IF DOUBLE 2X4 TOP PLATE _T 0 RIV WALL E SEG ebb. 2X12 <ON_JHE FLAT:] L ON tQp�,J 5E ION A -A, SHEET rb 2Xe� LEDGER M, NEW PLYWOOD SHEATHING. z2s 4X ; �;.2 BELOVq 442 ELON Q) 2XI2 ON THE FLAT. zi IT Qtx 0 IDE M x a 11� OF 13HE WING z 7- 1 FX15TINO RIDGE No. 161Y Q) i i i AP9 Z ix Tyf Q L=24'-O 'X 4X4 M 7- tj 4X4 POST BELOW, FOUR Ex p 12- -200 x � = q) - I > CNI U_ HDR. PLAGE5, TYP. STiN BELOW i N x C' V _j NEW Ki 4XI2 PURLIN BELON, SEE LC /V - I ` ` ; I J P'j 4X12 PURLIN (5FAM) z < 04 HE FL SECTION A, SHEET (9 DETAILS NO. 2 AND 3 •AT 2XI2 ON T qL �SEE SE� N7 4X4 POST, 4 PLG5. SEE PLAN OF C A� LEFT, AL50 SEE SECTIONS AT RIGHT FOR LOCATIONS. ;U_ EXISTING 2X4 SILL PORTION 5F--X"ISTIN& RIO&E TO B COVERED s A -A AND C-C, SHEET (0. I< i5 SEE FRAMING NOTE NO. -7. INSTALL FASGIA TO H 4" X 5" X 6-6" HEADER, MATGH EXISTING. 01111 EXISTING DOUBLE TOP PLATE.41%,. INSTALL WOOD SIDING EXIST- WALL-- _, ... A ....... t _.,._ ,. EXISTING ......... IN6 tjj 0 ON GABLE TO MATCH --NOW WALL FRAMING DETAIL it V11 NEW 2X6 WALL ­4 Ia\ EXISTING FRONT OF HOUSE. C) SCALE 1/4 1 -0 70 THIS AREA OF EXISTING ROOF SHEATHING, PLYWOOD DIAPHRAGM ROOF HAS A PRONOUNCED 5A&, INSPECT AND REPAIR t M IF NEGE55ARY. - OBTAIN CIS 0_1 x ASEPARATE BUILDING z 1) ALL STRUCTURAL FL"rAOO1:) SHALL 5r= 6RA1:)r= C:;)- X AITH t PERMIT FOR REPAIR CvIOF EXTERIOR LUE P,5/ 1-14, UNL07HERA15E E55 _Z' X ROOF, -PLAN TO BE _4 :2) f=L*Y"AOO1:) NAILIN67 SHALL 5f'4 E AS 0LLOA5 UNLE55 OTHERA15r= FRAMINQ) PREPARED BY OTHERS G NOTES: . z 4U N07E1:) ON PLANS; rV I TOP PLATES SHALL HAVE MIN. 48" LAP 5PLIGE5. EXISTING DOUBLE 2X6 GIRDERS UNDER FLOOR. SECTION 2520.11.2. (S) 5 0 U N:;) A RY4 ANC 2 -SEE FRAMING NOTE No. 3, SHEET -7, FOR FIRE El:�CSE NA r-IEL::) NA LU 7H I Ci<Nr BLOCKING REGUIREMENT5. 1^1-) z;;N All r9 I^Tn /---, loll[ -1 3 - SEE FRAMING NOTE NO. 4, SHEET 7, FOR NOTGH I NO r-r I / MAN, i le 160, QV _r %ftoll Awe I %we am#, l`�!y I .0fill %.Of .time . AND BORING REOUIREMENTS OF VqALL5 AND JOISTS. I O(g) 41IO.C. 1:2 O.C. 4 PLYWOOD ROOF SHEATHING SHALL CONFORM TO @ SECTION 2520.12A. SEE DETAIL NO. 4 AT LEFT. 5 NEW ATTIC, VENTILATION, PER SECTION 1505.3: NEW ATTIC, AREA = 501 50. FT. REQUIRED. B) THE NAIL 1:;>ISTANV.= FORS" NOMINAL (2-1/2" NET) K=�E 80c`1 50. FT. DIV. BY 150 = 5.5q 50. FT. x MEM5ERS ON AHICH SHEET ARE 5FLICEl:7 SHALL 5r= B/4" MINIMUM. PROVIDED:to M 4) THE NAIL & TWO 16" X 24" GABLE VENTS 5.3550. FT. x E17�E 1:)ISTANC,1! FOR 2" NOMINAL 0- 1/2" NET) ^11:)r: W x Lu 2" DIA. HOLES AT EAVE, 4 HOLES PER VENT, MEMEIERB ON �NHICH SHEET ARE SPLICE:;) SHALL BE 5/all MINIMUM. X 10 PLACES .&-7 50. FT. 5) THE NA I L C=C-7E 1:) 1 STANCE r-OR FL'4(AO0:;) SHEET SHALL 5r= NOT TOTAL VENT AREA - 5.53 +.57 6.20 50. FT. LASS THAN 1/4 6-0" OR 10'-0" WIDE ROOF TO WALL SHEAR TRANSFER PANEL, SEE DETAIL NO. -7 BELOW, ALSO5I=E SECTIONS C*q NAILS MA%r 5r: SLANT =�RIVEN TO MAINTAIN MINIMUM rEl;)6r: A -A, B-5, AND C,-C,, SHEET (b. STAND IN FRAMIN& MIEM5frER5. -7 - THE PURP05E OF THIS HEADER 15 TO TRANSFER LOAD AROUND EXISTING WINDOWS. 00 ROOF SHEATH ING2 AND NAILING2 z X LU 4 F__�- 774 r--) COMMON OR BOX NAILS MAY BE USED EXGEPT GORRO510N RESISTANT ROOFING NAILS WITH U WHERE OTHERNISE:: STATED. -7/16" DIA. HEAD AND 1-1/2" LENGTH FOR 1/2" \1 1/2" PLYWOOD ROOF SHEATHING. (D 8 SHEATHING AND 1-3/4" LENGTH FOR 25/32" O.G. C'q NAILS 5PACE-D ob" O.G. ©EDGES, 12" O.G. SHEATHIN6, GONFORMIN6 TO THE REOUIREMENTS z ;> 4­4 -UPPORT5 EXCEPT 6" (P ALL OF 5EGTION 2304.5. g INTERMEDIATE5 < 00 2Xa RAFTER. 11-0 11-0 SUPPORTS WHERE SPANS ARE 4e5" OR MORE. 0 0 Csf TIN ISTINO X x 0 LU 2X4 TOP PLATE. EXISTING FOR NAILING OF WOOD 5TRUCTURAL PANEL AND CORROSION RESISTANT STAPLES WITH NOMINAL to PARTICLE BOARD DIAPHRA(3M5 AND SHEAR 7/16" GROWN AND 1-118" LENGTH FOR 1/2" O WALLS, REFER TO SEGTIONS 2515.3.3 AND SHEATHING AND 1-1/2" LENGTH FOR 25/32" N 5/5" PLYWOOD SHEATHING. 2515.4. - NAILS FOR WALL SHEATHING MAY BE SHEATHIN6, GONFORMIN& TO THE REQUIREMENTS M r-4 COMMON. OF SECTION 2304.3. BLOCKING 2X4 STUDS. '_.,,,. # F • .�E3N N COMMON OR DEFORMED SHANK. PANEL SUPPORTS * 16" O.G. [20" O.G. IF EN 2X4S1LL PLATE. FRAMING mom .. . .. . ...... . ..... . .... STRENGTH AX15 IN THE LONG OIREGTION OF THE COMMON. PANEL, UNLE55 OTHERWISE MARKED]. - GA51NO 2X<13 CEILING JOIST. OR FINISH NAILS SPAGED 6" O.G. ON PANEL 1. SHEATHING - PI 1 24/0, CV, 318" PLYWOOD (OR 05B EQUAL). 2X4 BLOCKIN&. Date: DEFORMED SHANK. EDGES, 12" O.G. @ INTERMEDIATE SUPPORTS. 2. INSTALL ROOF SHEATHING- PER 2001 G.B.G. TABLE 23-11-H, CASE I AND GASE 3. 8/12/2003 CORROSION RESISTANT 51PIN6 OR GASIN6 PANEL SUPPORTS (g) 24" O.G. - GASIN6 OR 5. ROOF SHEATHING NAILING SHALL BE INSPECTED BEFORE GOVERINO. DOUBLE 2X4 TOP PLATE. Drawn By: Harold Clift 23-11-5-2. 2X4 STUDS. R"'O"F PLAN 6 NAILS GONFORMIN6 TO THE REOUIREMENT5, OF FINISH NAILS 5f::>AGEO 6" O.G. ON PANEL EDGES, 4. NAILING PER 2001 G.B.G. TABLE SECTION 2304.5. 1211 O.G. @ INTERMEDIATE SUPPORTS. 5. NAILS - 5d COMMON O.G. AT: E""ISTINUA, Image CAD Service (714)283-1650 0 FA5TENER5,5PAGEDEXTERIOR E06E5 BLOCK! N& BN EN FN vALL 17!111 A U AND 6" O.G. (P INTERMEDIATE SUPPORTS. CASE I YES 411 41f 1211 215 R000%F ZISHEAR Tr%p,%NSFEFK-% Ku%.JF FRAM11N PLAIN Scale: As Noted CASE 3 NONE 411 411 1211 160 100"M%, PANEL, SEL'0';*'T10N6" r1A if I -Off Sheet: I SCALE 1/4 = 1 8 of 9 SCALE 1/2" = 1'-0" V.O/ p 5mrilro'Nirm 6-0" DIAMETER PLANTER AROUND NEW FRUIT TREE, SPEGIES TO BE SELECTED BY HOMEOWNER. - PLANT MATERIAL BELOW TREE TO BE SELECTED BY HOMEOWNER.. IS'-O" EXI5TING 6'-0" HIGH GONGRE 500 BLOCK WALL- ON PRO RTY NEW - DE PLANTER a4 5Q FT. - , 1 f0 NEW LAWN L— 126ci 50. FT. 1 _ - NEW 500RED GONGRETE PATIO 566 50. FT. 10'-O" s ❑ I ❑ 1 1 o 17 Aft IMFAK 676 50. FT. ------------- ono NEW GARAGE 5_0" 5-0" 3'_0u LINE. o�m BBG O 0 NEW PATIO GOVER: 5.A.M.G. SECTION 41-23a(F) ALLOWS MAX. 55% OF R.EGUIRED REAR YARD AREA --0 BE GOVERED BY AGGESSORY STRUGTUREC:'). r REAR. YARD AREA PROVIDED: 50' X 20' = 1,000 50. FT. MAX. ACGE55ORY STRUCTURE ALLOWEi:�: 1,000 X .55 = 550 50. FT. (55%) PROPOSED PATIO GOVER: 18' X 4t = 2�4 SG. FT. 252 DIV. BY 1000 = 25.29o/ <35% SEE PATIO COVER PLAN, SHEET 14B. o � 1 su O su MODIFY EXISTING MODIFY ExISTINb BEDROOM *2 TO BEDROOM a3 TO 10'-0' X 10'-2" 10'-O' X I4'-1' 1 EX15T1WG 41-6" X 10'-3' 1:17GNEN lo'-�,o" � • 5 x '-0• $ATM #2 VIM � g a uj l EXISTING W-6' x ti-T EAvnH6 a--r x BREAKFAST NOOK 6'-10' BATH #1 EXISTING 12'-4' X W-10" ui DINING ROOM l� EXISTING PLANTER �5T1NG W '0. 12'-5' X 10'-'f" BEVROOM #1 EXISTING S'-0"X 6'-W DOOR IU EXI5TIN6 EX15T1NG PLANTER 21'-4" X 14'-6" LIVING ROOM OMM a EXISTING PLANTER 6A5 6A5 6A5 GAS 97 p Qom/ EXISTING v p' ,LAVIN ' J5 0 NORTH LOGAN STREET SCALE 1 /8" = 1'-0" ANAIIAWIM-iffffl- NEH CONCRETE HALKHAY 551 50. FT. ELE. P.O.G. ® F-F -FIF -ELE ELL=CTRIC LINE, G.F.I. PROTECTED CIRCUIT, VOLTAGE NOTED ON PLAN. ® GA5 GA5 6A5 —®' P.E. GAS LINE HI TH TRACE HIRE, SEE TRENGH I NG DETAIL, SIZE NOTED ON PLAN. Y z D Ir m z 2" 4" J MAX. °O cc REGE55ED SHELF FOR BBC, STOVE, MEASUREMENTS TO BE DETERMINED BY SIZE OF BBC, STOVE PROVIDED BY HOMEOWNER. GRILLING SURFACE SHALL BE FLUSH WITH COUNTER TOP. STOVE COUNTER TOP - N m o m - 0 REF. REF. UTILITY ACCESS AND 5TORA&E REF. REF. P 11 y L CONCRETE BLOC J \ / SUPPORT HALL DOORS DOORS OPTIONAL 24" WIDE FRONT ELEVATION TO ERIG PROVIDED CONCRETE BLOCK SUPPORT „_ r To BE PROVIDED SCALE 1/4 -1 BY HOMEOWNER STRUCTURE, PLAN VIEW SCALE 1/4'-1 COUNTER. TOP WITH CERAMIC, TILE, COLOR AND PATTERN TO STOVE BE SELEGTED BY HOMEOWNER ALL EXPOSED _ s SIDES, STUCCO m STOVE u FINISH, PAINTED K TO MATCH HOUSE OPTIONAL SINK END ELEVATION COUNTER TOP - PLAN VIEW SCALE 1/4" = V SCALE 1/4" =1' COTTON ROPE AT TWO LOCATIONS TIE PRIOR TO DELIVERY TO STABILIZE FRONDS AND PROTECT TRUNK. TRIM FOR UNIFORMITY �. BACKFILL PER SPECS 3" DIA. POLYETHLENE SNAP CAP (BLACK COLOR). TOP OF PERF. PIPE TO BE 2" ABOVE FINISH GRADE . 3" DIA. POLYETHENE PERF. PIPE WRAPPED WITH FILTER SOCK. ® WIDTH OF PLANT PIT TO BE TJE WIDTH OF THE ROOTBALL PLUS 18". CENTER PALM WITHIN THE — PLANTER PIT. FOR ARECASTRUM AND PHOENIX RECLINATA PALMS, PLANT ROOTBALL 2" HIGHER THAN FINISH 3 GRADE, i ZONE OF OVER -EXCAVATED, AMMENDED AND — RE -COMPACTED SOIL. STANDARD PALM PLANTING DETAIL SCALE - NONE 6/L. 9 (XX) AZALEA - MIXED VARIETIES 1 GAL. BB (XX) HEMEROGALLIS hybrid5 (DAY LILY) I GAL. 0(XX)IRIS, 0 MIXED VARIETIES GAL. (XX) HYDRANGEA mocrophyllo °✓ (GARDEN HYDRANGEA) I GAL. EE (XX) CUPHEA hy55opifolia (FALSE HEATHER) I GAL. FF (XX) A6APANTHU5 campanulatu5 (L I LLY-OF'•-THE--NI LE, BLUE) I GAL. GG (XX) ASPARAGUS cien5if loru5 myer5 (MYERS ASPARAGUS) I GAL. HH (XX) CAMELLIA japonica - MIXED COLORS AND 5EAE.'ON OF BLOOM (CAMELLIA) i GAL. G(XX)IMPATIENS New Guinea Hybrid5 (IMPATIEW3 - MIXED) I GAL. (XX) PANDOREA ja5minoide5 (BOWS- R VINE) 5 GAL. HIBBERTIA 5candens (XX) (GU I NE -:A GOLD VINE) 5 GAL. (2bq 50. FT.) ALTA FESCUE "MARATHON II E" SOD SEASONAL COLOR SECTION: SEASONAL COLOR: FALL $ HINTER ANTIRRHINUM ma�ju5 (SNAPDRAGON) VIOLA (PANSY MIXED VARIETIES) PRIMULA (�)bconica (PRIMROSE) GYGLAMEN (MIXED VARIETIES) FROM FLATS PLANTED Cad 1 '-0" O.G. SEASONAL COLOR: SPRING SUMMER IMPATIENE:7 (MIXED VARIETIES) PETUNIA hybrido (MIXED COLORS) DIANTHUS (DRAKE CARNATION) SALVIA leucantha (MEXIGAN BLUE SAGE) FROM FLATS PLANTED a 1 '-0" O.G. OPTIONAL BULB PLANTIN65 FOR SPRING DISPLAY: RANUNGULUS - (ASSORTED COLORS) NARCISSUS - (DAFFODIL MIXED GOLOR.5) FINISH GRADE @ SLOPE WHERE APPLICABLE. 3" WATER BASIN. TOP NOT TO EXCEED TOP OF PLANT CROWN FINISH GRADE PLANT TABLETS (SET 3" BELOW FINISH GRADE). "' i \ COMPACT BACKFILL AND ROOTBALL SETTLE - SET PLANT AT FINISH GRADE SHRUG PLANTING DETAIL SCALE - NONJ (2) 2" LODGE POLES. 2" TREE TIES MIN. ONE @ TOP,TOP OTHER WHERE NECESSARY. NAIL TREE TIES TO LODGE POLE. J J t FINISH GRADE @ SLOPE ac � WHERE APPLICABLE. Op -o4Q 6" WATER BERM. ' FINISH GRADE. PLANTING TABLETS (3 ) BELOW FINISH GRADE. z (i I (— COMPACTED BACKFILL. N N g IIIIII ICI-- I li II I 214X DIA ROOTBALL DOUBLE STAKE THE PLANTING DETAIL SCALE - NONE SECTION VIEW MAINLINE, LATERAL, MAINLINE LATERAL WIRING IN AND WIRING IN PIPE PIPE CONDUIT THE SAME TRENCH PLAN VIEW WIRE W/O CONDUIT RUN WIRING BENEATH ALL SOLVENT WELD TIE A 24-INCH LOOP IN AND BESIDE MAINLINE. PLASTIC PIPING TO ALL WIRING AT CHANGES TAPE AND BUNDLE AT BE SNAKED IN OF DIRECTION OF 30° 10-FOOT INTERVALS. TRENCH AS SHOWN. OR GREATER. UNTIE AFTER ALL CONNECTIONS NOTES: HAVE BEEN MADE. 1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCHEDULE 40 PVC TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. 2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. PIPE & WIRE TRENCHIN"'G I- THESE DESIGN DRANINGS ARE DIAGRAMMATIC SHORING INTENDED LOCATIONS AND RELATIONSHIPS OF PUNTING ELEMENTS. FINAL SITE CONDITIONS ALTERED DURING CONSTRUCTION MAY REQUIRE ADJUSTMENTS TO THE LAYOUT. 2- ALL PLANT MATERIAL SHALL BE 5UBJEGT TO APPROVAL BY THE OWNER OR HIS REPRESENTATIVE. CONTRACTOR SHALL SUBMIT A L15T OF ALL BOXED TREES 30 DAYS PRIOR TO SCHEDULED PLANTING FOR THE PURPOSE OF APPROVALS AT THE NURSERY BY THE OWNER OR HIS AGENT. 5- CONTRACTOR 15 RESPONSIBLE FOR FURNISHING PLANT MATERIAL FREE OF PESTS OR DISEASES AND NORMAL N FORM FOR THE SPECIES AND DE5I GN GALLED FOR ON THE PLANS. 4- HOMEOWNER SHALL HAVE THE OPPORTUNITY TO INSPEGT AND APPROVE ALL ONE TO FIFTEEN GALLON PLANT MATERIAL AT THE JOB SITE PRIOR TO PLANTING. H 1 GHLY V 151 BLE AREAS WILL REGU I RE LAYOUT APPROVAL PRIOR TO PLANTING. 5- IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL WITH TREES INSTALLED AND A GOVERAGE TEST COMPLETED PRIOR TO ANY CONTAINER OR GROUND COVER PLANT MATERIAL INSTALLATION. b - THE APPROPRIATE SO 1 L AMENDMENTS SHALL BE APPLIED TO ALL PLANTING AREAS PER THE SOIL AMENDMENT SCHEDULE BELOW. -7- GONTRAGTOR SHALL NOT INSTALL PLANT MATERIAL THAT IS WILTED OR HAS A DAMAGED ROOT BALL. 8-- GONTRAGTOR SHALL NOT INSTALL TREES WITHIN TEN FEET OF ROTORS AND I MPAGT HEADS OR H I TH i N THREE FEET OF STREAM OR SPRAY HEADS. c1-- PLANT MATERIAL IN OR NEAR PAVING OR HALLS MAY REQUIRE PLANTING PRIOR TO HARDSGAPE CONSTRUCTION. CONTRACTOR SHALL PROTECT AND PROVIDE ADDITIONAL MAINTENANCE DURING CONSTRUCTION FOR. ANY PLANT MATERIAL REGU I RI NG EARLY INSTALLATION. 10- REFER TO THE DETAILS AT LEFT, FOR PLANT PIT DIMENSIONS, SUPPORT METHODS AND BACK FILL REGUIREMENT5. 11- ALL TREES WITHIN A SPECIES SHALL HAVE MATGHING FORM, SIZE, AND TEXTURE DENSITY. 12- ROOT BARRIERS ARE REGU I RED FOR ALL TREES PLANTED WITHIN FIVE FEET OF ANY CURB, PAVING, HALLS, OR STRUCTURES. 13- TRUNK GUARDS SHALL BE INSTALLED ON ALL TREES PLANTED WITHIN TURF AREAS. 14- THE GRONN AREA OF TREES AND SHRUBS SHALL BE SLIGHTLY HIGHER, AFTER SETTING, THAN THE ADJAGENT GRADE. SEE SHRUB AND TREE PLANTING DETAILS AT LEFT. 15- GROUND COVER SHALL BE PLANTED CONTINUOUSLY IN TRIANGULAR PATTERN @ 1'-0" O.G. SPAG I NG PER THE PLANT LEGEND UNDER. ALL TREES AND HITHIN 12" OF SHRUB GROHN. b- VINES SHALL BE INSTALLED WITH THE NURSERY STAKES REMOVED AND RUNNER5 CAREFULLY SEPARATED AND E5PAL I EKED TO THE ADJACENT WALL PER APPROVED ATTACHMENT DETAILS, SEE DETAIL AT LEFT. DO NOT PLACE VINES DIRECTLY UNDER HINDOH5 OR IN LOCATIONS HHICH MIGHT CONGEAL ADDRE55ES OR LIGHT FIXTURES. 1-7-- UNLESS OTHERHI 5E NOTED, ALL LANDSCAPE AREAS, EXGLUD I NG TURF, ARE TO BE TOP DRESSED HI TH A 211 LAYER. OF FINELY SHREDDED BARK MULCH AFTER ALL PLANTING 15 COMPLETE. THIS LAYER 15 IN ADDITION TO 501 L AMENDMENT MATERIAL. 18- CONTRACTOR SHALL INCLUDE IN HIS BID A PRICE FOR COMPLETE MAINTENANCE OF ALL NORK FOR bO DAYS AFTER FINAL AGGEPTANGE BY THE OWNER. MAINTENANCE SHALL CONSIST OF, BUT NOT BE LIMITED TO KEEPING ALL AREAS NEED FREE, NATERED, PEST AND DISEASE FREE AND ALL OTHER HORK NECESSARY FOR HEALTHY 4 V I GOiR'OUS GROWTH AND APPEARANCE. EQUAL EQUAL L ELG"E N (�:h —T /fir-� • ATACH NO.6 STAINLESS EYE SCREW TO FENCE OR WALL. NO. 12 STAINLESS STEEL WIRE. TWIST CONNECT TO EYE SCREWS - STRECH TIGHT. 4) ATTACH MAJOR VINE LEADERS WITH 1/2" GREEN NURSERY TIE TO NOA 2 STAINLESS STEEL WIRE. STANDARD VINE PLANTING DETAI1--- whil I ��� G--)E ERA1__ SITE PREPARATION (RATE PER 1000 S.F.) 5 CUBIC YARDS OF NITROGEN STABI L I ZED HAR.DNOOD SHAY I NG5 50 POUNDS OF AGRIGULTURAL GYPSUM 200 POUNDS OF GRO-POKER PLUS GENERAL AMENDMENT SHALL BE UNIFORMLY INCORPORATED AS PART OF FINISH GRADING WORK GENERAL PLANT PIT BAGK FILL (PER CUBIC YARD) 2/5 CUBIC YARD SITE TOP SOIL 1/5 CUBIC YARD KELLOGG GROW MULCH 2 POUNDS AGRI GULTURAL GYPSUM 3 POUNDS GRO-POKER PREMIUM GREEN IRON (45%) PLAGE GRO-POWER 5LOH RELEASE TABLETS IN QUANTITIES AS FOLLONS DURING BACK FILL. SEE SHRUB AND TREE PLANTING DETAILS, SHEET b . PLANT SIZE I GAL 56AL 156AL 24 "BOX 56"BOX 48 "BOX 7 GRAM 12-8-8 5 b 12 15 18 22 21 GRAM 20-10-5 1 2 4 5 b 8 BROADCAST GIRO -POKER PLUS PER MANUFAGTURER'5 INSTRUCTIONS OVER SURFACE OF NATERING BERM BEFORE MULCHING. G O L O R B E D S (RATE PER 100 S.F.) SCREENED TOPSOIL 8" DEEP. 2 LE35. GRO-POKER, FLONER 'N' BLOOM 2 LBS. GRO-POKER CONTROLLED RELEASE 12-8-8 Mimi REPEAT FLONER 'N' BLOOM EVERY THREE MONTHS OR AT REPLANTI NG PALMS: (BASH ROOT MA55 TO REMOVE ALL SOIL) PLANT PIT MUST HAVE POSITIVE DRAINAGE, SEE PALM TREE PLANTING DETAIL, SHEET b. BACK FILL MIX 50% BASHED NURSERY SAND AND 50% SITE 501 L AMENDED BACK FILL KITH 10 L85./C.Y. GRO-POWER PALM FERTILIZER (q-3-q) APPLY I PINT B-1 PER L.F. TRUNK APPLY 1/4 CUP (cf-3-ci) PER FOOT OF TRUNK EVERY cI0 DAYS FIRST 50 DA`" MA I NTENANGE APPL I GAT I OBI. (PER 1000 S.F.) BROADCAST 10 LBS. GRO-POWER PLUS 1/4 CUP ci-5-q SUPPLEMENT PER FOOT OF PALM TREE TRUNK FIRST O DA`r' MAI ICIT -- G-- GTO BI (PEP, 1000 S.F.) BROADCAST 15 LBS. GRO-POKER CONTROLLED RELEASE DEPENDING ON RESULTS OF SOIL TEST ADJUSTMENTS TO TH 1 S 5GHEDULE MAY BE REGU I RED. M • =.rl • N 00 . r..�C531-, 7� M vt . 00 bA u cn Cd Date: 8/ 12/2003 Drawn By: Harold Clift Image CAI} Service (714) 283-1650 Scale: As Noted Sheet: 9A of 9 &Xb D.F. POST LATERAL 21-oll bX6 D.F. KNEE BRAGS o NA5HER SIMPSON GBS066 211 /211 0 FOUR #4 X 0" 7 REBAR, BOTH NA)--S It -oil INSTALL FASCIA TO MATCH 0 12 m orIIIIIIIIIIIIIIII N 12) I -oil I -oil FA5CIA ON HOUSE. - TYP. 0 3 00 3 7 3 M L® L. J J 4 4 4 1/2" NUT C) 1/2" THREADED ROD 611 11 (0 (0 (0 INSTALL FASCIA TO MATCH ON HOUSE. - TYP. 7 (0 NA5HER \j 5imp5on Strong -Tie 'A WON* 1/2" NUT Q4 AC,4-MAX (I.G.B.O. ER-5656) SEE SHEET 5 FOR GONGRETE SFEGIFIGAT! ONS. (bx8 BEAM BELOW 5 5 K N E E B RA C E D" E T A I L KINUlaftrPm% O0-wa SApm&T CAAP" DETAIL ,#"%, C) 0 g 6o ux A10 6 /1,6( x N FUUTINU DETAIL P"LAN'l "VIEW xm x SCALE 1if 6ft _5�m lomft%\Q 4 A2 RID6F BEAM NO SCALE V1 V SCALE 1 1 -011 ty- x N &xe5 BEAM Qn BELOW F_ N N \j 1/2" MAGHINE BOLT SIMPSON 1\ \ Alm- N. LOGK NAI.3HER. z 5IMF50N A24, 1 2 3 TYP. 6 PLC5. BOTH SIDES. 1(0 (0 x (0 to (bXa D.F. BEAM OR 1/2" X 5" LAC­'7 BOLT. 3 3 &Xcf D.F. -JOIST < 4 4 4 4 < 1/2" X 5" LAG BOLT. 2 NA5HER fST FOUR #4 X I b' 7 REBAR, E30TH NAYS. SEE DETAIL NO. 4, SHEET a, FOR LEGEND C) ROOF SHEATHINO AND NAILIN6 &X(o D.F. KNEE BRAGS Simpson Strong -Tie SPEGIFIGATIONS. 12 A24 Angle ER = NONE) B --5FCTION NUMBER, THI55HEET. SEE SHEET 5 FOR GONGRETE SFEGIFIGAT IONS. DETAIL NUMBER, THIS SHEET. 121-011 D A A A Ao-*& KNEE Bixr-%C'*tE DETAIL KING" POST BASE DETAIL FUUTI'IkN'G SECTION v^`a\. PATIO COVER FRAMING PLAN if ImoExo'."'IGASPM SCALE 1 6 ALE ll UO NO SCALE SC1ff 1 SCALE 1/4" = 1'-0" 0 11 \b.\ "mz t'\i ROOFING MATERIAL TO MATGH HOUSE. W B.N.,5EE DETAIL NO. 4, SHEET b. CO 1/2" PLYWOOD SHEATHING 2X8 BLOCKING, &Xib D.F. 4X12 RIDGE BEAM GUT TO FIT AS POST 2X5 RAFTERS 5HONN. 7 7 AA 00 6X6 D.F. KNEE BRAGS 0 5 6 4 4 5 go INSTALL FA5GIA, SIMILAR 0 1 " STANDOFF - -7 51 MFSON 11111116--, TO FA5GIA ON HOUSE. z (9X(b D.F. P05T TRIM RAFTER 4mia TAILS, SEE — 0 SATISFIES '000, on C-� E�14 0 5D5 1/411 X 2"/--,--- 6 SIDE VIEN 0 GODS /211 AT R16HT. REOUIREMENTS 4 Cn u 00 7 7 PER SIDE 0 (oXa BEAM rmMN4 6A C� ct 0 rm4 C) OL 03 12 N ® 0 4=4 P004 z 0 0 (D % U + Cd 0 0 8 TYP. 9 10 11 04 1/2" X 5" LAO BOLT. SIDE VIEW Simpson Strong -Tie Fort No. &X& D.F. POST. - TYP. �6 k� Q6 NO SCALE (I.G.B.O. ER-5q52) 4 '4Q 4. 0- CL 1 2 3 TYP. NA5HER FOR &X& POST Sim Son Strong -Tie FIN15H CONCRETE GE35066 (AITHOUT SGRENS) Li PATI05URFAGE Li Lj "Ho" (I.G.ao. E1 \-568,5) GE35066-5D52 (NITH SGRENS) 4 4[".1- A. 'F I TA K N E E RAL'0%; E D4, E TA I L SECTION AmA RAFTER"" TIE TO` BEAM DETAIL C"u" L U M N tro%i AS E D E I L loom*%, SCALE 1" 6" (11) NO SCALE 7 NO SCALE 3 SCALE 114" = V-0" u TRIM TOP OF 6XI0 2 JO15T 50 THAT IT 4XI2 RIDGE BEAM 03 15 FLUSH WITH TOP 01� OF 6Xlb BEAM. 6_1(8 4X4 KING P05T N (APPROXIMATELY I")00 KNEE BRAGS ROOFING MATERIAL To MATCH HOUSE. 11�1 I ya f 4 12 12 1/2" PLYWOOD SHEATH IN& l14 2Xb RAFTER o2411 O.G. - TYP. WASHER 6 2X8 BLOOKIN6 (B.N.) - TYP. FLAT GUT V lu 0 7 ;:z JOIST <'�� (0 . I W. 6XCI Lu 14N 1/2" LAG BOLT N. T_ > C� NASHER, OR 1/211 00 THREADED ROD N. 10 7 WASHER 4 NUT. H1 =5Y2 7 al H2 61/2 + 4 Cd END OF KNEE BRAGS 4.0 W1 5Y2 d) bxb D.F. POST, TYP.11�t 5/8" MAGHINE W2 5Y2 BOLTS. - TYP. W3 5Y2 1 2 3 TYP. C'3 2N HFIN15H CONCRETE PATI SURFAC6,E,- Date: 8/12/2003 Simpson Strong -Tie. Drawn By: ER-1211) Harold Clift Image CAD Service A- (714) 283-1650 m"NEE BR""ACE E3"OLTIN U" D' " E T A I L K" N E E B R"' A 0 C ' " E D' E 7 A I L Cu'"'LUIVIN CAP DETAIL SECTION B— ale: B I r-1 As Noted SCALE 1 3 12 SCALE 1" 611 101 NO SCALE SCALE 1/4" = V-0" 9B of 9 I moll, 01 Jill,