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HomeMy WebLinkAbout10149945.pdfEXISTING WOOD PENCE AT PROPERTY LINE TO REMAIN. EXISTING P4000 PENCE AT PROPERTY LINE TO REMAIN. 0 6'-00 HIGH CONC, BLOCK WALL AT PROPERTY LINE TO REMAIN. (E) 6'-Ow HIGH C40HO. BLOCK WALL AT PROPERTY LINE TO REMAIN. (E) 51-Cw,'K WALL TRANSITIONS FROM 61-01, HIGH TO 5'-0" HICS-44. 0 3'--O"H. MOCK WALL AT PROPERTY LINE TO REMAIN. (W 61-0141 BLOCK WALL AT PROPERTY LINE TO REMAIN. EXISTING-5 SIDEWALK MEN 200 AMP ELIECTRIC, SERVICE NEW CV) MATCH t®' EXISTING (E) EXISTING DRIVEWAY EXISTING CONC. BLOCK WALL ON P TO REMAIN ROPERTY LINE LAk4N 56" X 361 CONCRETE LANDING 1!0 I _1`6t 4 3 1;F 0 201, EXISTING PORCH t LANDING EX15TIN6 PLANTER EXISTING LAN EXISTING 5'-0* HIC-44 MOUC-44T IRON fV*,r: AT PROPERTY LINE TO REMAIN. - REPAIR AND RE -PAINT AS NEEDED. ST./R.W. 50-00' EXISTING SIDEWALK, PROTECT IN PLACE MATCH EX15TIWO EXISTING HOOD PENCE AT PROPERTr LINE TO REMAIN. ; � �p� 7 AL ai <0 I 10: 6 qq y S loo � ��� N. Eng1� 10'1!%-05 'IT C1 I CJJ (E) 0 0 4' �30, E X I ST I WS, PARKWAY WAY EXISTINeZ7 EXISTIW__ GAS C-ASTINev PARKWAY STETTREE TO METER 1 REMAIN PROTECT EXISTIN& WATER IN PLACE. METER EXISTING CURB EXISTING CURB rROOF PITCONH NEW EXISTING r,\A tit Sm"ITE P"LAN SCALE 1/8' V-0" rMl EXIST0,166 A000 PENCE AT PROPERTY LINE TO REMAIN, EXISTING 31-0* HIGH WROUGHT IRON PENCE AT PROPERTY LINE TO REMAIN. - REPAIR AND RE -PAINT AS NEEDED. (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 property contained to minimize sediment transport from the site to streets, drainage facilities or adjacent properties via runoff, vehicle tacking, or wind. (3) Appropriate BMPs for construction -related materials, wastes, spills shall be Implemented to minimize transport from the site to streets, drainage facilities, or adjoining properties by wind or runoff. Runoff from equipment and vehicle washing shall be contained construction sites unless treated to reduce or remove sediment nd other pollutants. All construction contractor and subcontractor personnel are to made aware of the required best management practices and rod housekeeping measures for the project site and any mociated construction staging areas. 1) At the end of each day of construction activity all construction ebris and waste materials shall be collected and property Isposed In trash or recycle bins. (7) Construction sites shall be maintained In such a condition that an anticipated storm does not carry wastes or pollutants off the site. Discharges of material other than storm water only when necessary for performance and completion of construction practices and where they do not: cause or contribute to a violation of any water quality standard; cause or threaten to cause pollution, contamination, or nuisance; or 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 takes or stucco fragments; fuels, oils, lubricants, and hydraulic, radiator or battery fluids;. fertilizers, vehicle/equipment wash water and concrete wash water; concrete, detergent or floatabte wastes; wastes from any enginatequipment 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 desliting facilities. (111) 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. (1) - THIS PROJECT SHALL COMPLY WITH THE 2001 CALIFORNIA CODE, (2001 CBC, CMC, CPC, CEC). (2) - CONSTRUCTION INSPECTION PER THE 2001 EDITION OF THE CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE. (3) - AN APPROVED COPY OF THIS PLAN AND IT'S ATTACHED SUPPORTING DOCUMENTS SHALL BE KEPT ON THE JOB SITE AT ALL TIMES DURING THE COURSE OF CONSTRUCTION READILY AVAILABLE TO THE CITY BUILDING OFFICIAL. - CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS TO PROTECT THE PLAN FROM LOSS OR DAMAGE. (4) - VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS. (5) - CONTRACTOR SHALL PROVIDE NOISE AND DUST ABATEMENT AS REQUIRED TO PREVENT DISTURBANCE AND NUISANCE TO ADJACENT HOMES AND SURROUNDING AREAS. (6) - CONTRACTOR SHALL ERECT AND MAINTAIN TEMPORARY BRACING, BARRICADES, SIGNS AND OTHER MEASURES AS NECESSARY TO PROTECT THE PUBLIC, WORKERS, ADJOINING PROPERTY, AND OTHER PERSONS FROM DAMAGE DUE TO DEMOLITION WORK. - DEMOLITION AND REMOVAL WORK SHALL BE PERFORMED AND CONDUCTED IN ACCORDANCE WITH CHAPTER 33 OF THE 2001 VERSION OF THE C.B.C., THE APPLICABLE REQUIREMENTS OF THE CITY OF SANTA ANA, COUNTY OF ORANGE, AND O.S.H.A. SAFETY REQUIREMENTS FOR DEMOLITION. (7) - REMOVED MATERIALS AND DEBRIS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF SITE IN A LEGAL MANNER. LOCATION OF DUMP AND LENGTH OF HAUL SHALL BE THE CONTRACTORS RESPONSIBILITY. (8) - THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM IS PROHIBITED, NO SOLID WASTE, PETROLEUM BYPRODUCTS, SOIL PARTICULATE, CONSTRUCTION WASTE MATERIALS, OR WASTEWATER GENERATED ON CONSTRUCTION SITES OR BY CONSTRUCTION ACTIVITIES SHALL BE PLACED, CONVEYED OR DISCHARGED INTO THE STREET, GUTTER OR STORM DRAIN SYSTEM. - SEE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM STANDARDS AT LEFT, (9) - ALL WORK AND MATERIALS SHALL COMPLY IN EVERY RESPECT WITH THE LATEST REQUIREMENTS OF ALL APPLICABLE CITY, COUNTY, AND STATE CODES, LOCAL REGULATIONS AND THE DIRECTION OF THE BUILDING OFFICIAL FOR SUCH BUILDING LAWS. - REGULATIONS AND DIRECTIONS SHALL BE CONSIDERED AS PART OF THESE PLANS AND SPECIFICATIONS, EXCEPT WHERE EXCEEDED HEREIN. (10) - INSULATION INSTALLER SHALL POST IN A CONSPICUOUS LOCATION, IN BUILDING, A CERTIFICATE SIGNED BY THE INSTALLER AND THE BUILDER STATING THE INSTALLATION CONFORMS WITH THE REQUIREMENTS OF TITLE 24, PART 6 AND THAT THE MATERIALS INSTALLED CONFORM WITH THE REQUIREMENTS OF TITLE 20, CHAPTER 2, SUBCHAPTER 4, ARTICLE 3. INSTALL INSULATION AS FOLLOWS: R30 IN ALL ATTIC AREAS. R13 IN ALL NEW EXTERIOR WALLS. (11) - SEE SHEET E-1 FOR ELEC., MECH., AND PLUMBING NOTES. (12) - THE BUILDER SHALL PROVIDE THE ORIGINAL OCCUPANT A LIST OF THE HEATING, COOLING, WATER HEATING, LIGHTING SYSTEMS, AND CONSERVATION OR SOLAR DEVICES INSTALLED IN THE BUILDING AND INSTRUCTIONS ON HOW TO USE THEM EFFICIENTLY. (13) - CONTRACTOR AND SUBCONTRACTORS SHALL PROVIDE DETAILED DESCRIPTIONS OF THE WORK TO BE PERFORMED, SCHEDULED COMPLETION DATES, PAYMENT SCHEDULE, AND THE TOTAL COST IN THEIR CONTRACT WITH HOMEOWNER, PER CALIFORNIA STATE CONTRACTORS LICENSE BOARD PUBLISHED GUIDELINES. - HOMEOWNERS MAY, AT THEIR OPTION, WITHHOLD 10% OF THE CONTRACT PRICE UNTIL THE ENTIRE REMODEL JOB IS COMPLETED TO THE HOMEOWNERS SATISFACTION. (14) - CONTRACTOR AND ALL SUBCONTRACTORS SHALL BE REQUIRED TO MEET GENERALLY ACCEPTED STANDARDS FOR THE QUALITY OF THEIR WORKMANSHIP. - HOMEOWNER RESERVES THE RIGHT TO WITHHOLD PAYMENT FOR SUB STANDARD WORK UNTIL SUCH TIME AS THE DEFICIENT WORK HAS BEEN CORRECTED TO THE SATISFACTION OF THE BUILDING OFFICIAL, THE ENGINEER OF RECORD, ANDIOR THE HOMEOWNER. (15) - EACH CONTRACTOR SHALL GUARANTEE TO BE RESPONSIBLE FOR AND MAKE GOOD, ANY AND ALL DEFECTS DUE TO FAULTS OF HIS TRADE FOR LABOR, LEAKS OR MATERIALS FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE BY THE OWNER OR AUTHORIZED AGENT. 11 AAT A ROOF mr,% , ER AL ROOF COVER MATERIAL TO BE COMPOSITE SHINGLES. SELECT MODEL AND COLOR THAT MOST CLOSELY MATCHES EXISTING FROM THE FOLLOWING Coll Phone # MANUFACTURERS: CERTAINTEED - I.C.B.O. ER-5429. ELK - I.C.B.O. ER-5414. EXISTING !3'-0* H*H S A HROLr-.,HT IRON PENCE GAF - I.C.B.O. ER-5546. S Y IV I B (m) L AT PROPERTY LINE TO NEW ROOF AREA: 1,250 SQ. FT, REMAIN. - REPAIR AND RE -PAINT #6 NEEDED. Existing WEIGHT PER. SO. FT. = 3.2 LBS. OR LESS. ALL HAVE UL 790 CLASS "A!'FIRE RATING. c=f> +/­ 3:12 Roof Pitch, Match (E) INSTALL PER MANUFACTURER'S SPECIFICATIONS. 1% Min. Drainage Slope, U.O.N. I P E R NPI IT TY P E'. BLDI EXISTIN& ELt--(,',T PLBG r-HiYDRANT pe DING CITY OF SANTA ANA PLANNING AND BUILDING DEPARTMENT STAMPS AND SIGNATURES NAECH GRAL PERIMIT#_ sB 1TE ARM5,'" 00C GROW,2— " `_`A IV A `P l ACCEPIMD F071 57W, el (C-NrIm 2-06 -C )DE EDITti-NN J A' E Jc_+ S E PPI rVAT F. P rt R NN 7 R,, Q U ft E D F t ----------- CLANS FLOOD ZONE 0 job i Thols fiat of pbns tinzd sp�-,v, 1caloms','nu 1c, r h at all ulmles ami 91 ul"tiam"if. I to -wl,",1ke �,'-mny ',,�"anges or arr ",hoL aiiersftas oil ne YAL 0., w.;6I en pronwfls, lwn from the FLOOD ZONE M i �r, Cily of Santl ta Ana. The acce-phance of this plknn and, 5 SHAI-11. 9..NO ­f' nr-u y I 'b � b h! inRADIA�,4R R eI no banapro�o N on prWilsio of ANY C" ilancc tate _aw. S D E N" k,;, ® By Date A C 0 F S A iN! TA A N A -1 T, Date Issued /L 7 NOTICE TO CONTRACTOR 0�6 T6R,AbAk -,h-4At He,$H&iaASSUME SOLIAND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER, DESIGNER, 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 THE OWNER, DESIGNER, OR ENGINEER. 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 CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. (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 -- --------- Work Phone # Home Phone # JEt""T rm%ATA PKU U DESCRIPTION: SCOPE OF WORK: ADDITION TO, AND REMODEL OF AN EXISTING SINGLE FAMILY SINGLE STORY DETACHED RESIDENCE. OWNERS: AMARILDO AND JULIA FRANCO 1001 N. ENGLISH STREET SANTA ANA, CA. 92703 JOB ADDRESS: 1001 N. ENGLISH STREET, SANTA ANA, CA, 92703 LEGAL: AP NO. 405-111-10 - TRACT NO. 1337 - LOT NO. 16 YEAR BUILT = 1967 CODE: I.C.B.G. CBC 2001 TYPE OF CONSTRUCTION: VN1 OCCUPANCY GROUP: R3/U1 NUMBER OF STORIES: ONE Z N I N CLASSIFICATION: - R-1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SETBACKS: REQUIRED (linear ft.) EXISTING (linear ft,) PROPOSED (linear ft.) Street (front) *20'-0" 301-W 30'-0" Back 29-0" 6M-3" 37'-6" Side Left 51-0" 4'-0" 4'-0" Side Right **51-0" 4'-0" 41-0" Bldg. Height 35'-4"max. 111-8" 12'-W * (Comer Lots) 25%0" Clear Each Direction From Comer, For Traffic Visibility. * *1 V-0" at Street Side of Comer Lots. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PARKING: 2 2 - - - - - - - - - - - - - - - - - - - - t - - - - - - - - - - - - - - - AREAS: Existing (g. sq. ft.) Alteration Addition Total (g. sq, ft.) i I First Floor 780 1 (136) 1 W 1 1,424 Garage 200 0 0 1 200 Total 980 (135) 644 1 1,624 - - - - - - - - - - - - - - - - - - - - - - - - - - - - COVERAGE: Area (sq. ft) Coverage Gross Site Area 6,065 100.000/0 Coverage Max. 3,032 60.00% Coverage Existing 980 16.16% Coverage Proposed 1,624 26.780/o < 50% CO L NFOR NTA--ICT I Mr1% I AT ION: OWNER / DESIGNER / BUILDER: AMARILDO (FRANKIE) AND JULIA FRANCO 1001 N. ENGLISH ST. SANTA ANA, CA. 92703 TEL. (714) 972-9325 - CELL: (714) 473-5914 JJ 6-10-2005 Cy, cy,� Santa A a Signed Date CITY OF SANTA ANA PLANNING & BUILDING DEPARTMENTS: 20 CIVIC CENTER PLAZA SANTA ANA, CA. 92701 - MAP. 829/E2 (BLDG: City Hall) PLANNING (714) 667-2700 - BUILDING (714) 667-2738,4. PLANNING DEPT. CONTACT PERSON: Pedro Guillign (714) 667-2729 DRAWINGS INDEX: LIST OF ATTACHMENTS: 1- TITLE 24 DOCUMENTS. T-1 - COVER SHEET, PROJECT DATA, SITE 2 - SMOKE DETECTOR MFG. DATA SHEET. PLAN, ROOF PLAN, DRAINAGE PLAN, 3 - LIFER GROUND, CITY OF SANTA ANA DATA SHEET. 4 - RADIANT BARRIER ROOF SHEATHING POLLUTION CONTROL NOTES, MANUFACTURERS DATA SHEET. GENERAL NOTES. 5 - GAP 'STORMGUARD` FLAMING, MFG. DATA SHEET. 6 - M04STOP WINDOW HASHING, MFG. DATA SHEET. 7 T-2 - ENERGY COMPLIANCE. - WATER HEATER - MANUFACTURERS DATA SHEET A-1 - FLOOR PLAN, WINDOW SCHEDULE. 8 - WASHING MACHINE AUTOMATIC SHUTOFF VALVE, MANUFACTURER'S INSTALL INSTRUCTIONS A-2 - EXTERIOR ELEVATIONS. 0 - ROOF VENTS, MAMFACTURE" DATA SHEET. A-3 - BUILDING SECTIONS. 10 - BLANK INSTALLATION CERTIFICATE, FORM CF6R. CONSTRUCTION DETAILS. I I - SLAW INSULATION CERTIFICATE, FORM 10-1. E-1 - ELECTRICAL, PLUMBING & HVAC PLAN, S-1 - STRUCTURAL NOTES, STRUCTURAL REFERENCED ICBO / ICC REPORTS: MATERIAL SPECIFICATIONS, ER-1025 - MOISTDP FLASHING ER-1W2-TYPEXDR`YWALL SHEARWALL SCHEDULE, ER-4936 - SIMPSON SST13 HOLD DOWN BOLT NAILING SCHEDULE, ER -4W - SIMPSON ET EPDXY CONSTRUCTION DETAILS. ER-=8 - SIMPSON PHO HOLD DOWN ER-5367 - SIMPSON RPS PLATE S-2 - FOUNDATION PLAN, ER-SM - GAP STORMGUARD FLASHING ER -SW - ROOFING MATERIAL CONSTRUCTION DETAILS. ER -WO - SIMPSON L7P4 FRAMING PLATE ' S-3 - ROOF FRAMING PLAN, ER -WI -SIMPSON LSTAnE STRAP ER-Wn - SIMPSON C,*AMTIWIS CONSTRUCTION DETAILS. ER-5708 - SIMPSON HD HOLD DOWN Vicin 01b - Map 'k lot To Scale y r4 i I - r11-81, rRA N_P. 6 6 I STR 19- 7 As ST 10TIiof Al "A" err w t 77. uu , r RiOR. W, 7T, — I,- .1 16mi. 0.) § ST hIM i I w n ',I 1 4 CAWT j" J WAN I 3RD -ST W R*EaTlt Rd J, i'# i PINE VI �4- PINE Orange County CA. Thomas Bros. Map 829 B/2 4% • db '04 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 sholl 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-foctor 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(l) : 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/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 Neat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstriipped; oil joints and penetrations caulked and sealed. X 150(g): Vapor barriers mandatory in Ciimate 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. X 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 bads calculated in accordance with ASHRAE, SMACNA or ACCA. X 150(i): Setback thermostat on all applicable heating and/or cooling systems. X 150(j): Pipe and tank insulation 1. Storage gas water heaters rated with on 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 U1181B . If mastic or tape is used to seal openings greater than 1 /4 inch, the combination of mastic and either mesh or tope shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber 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, manually operated dampers. X 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: Nan -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 ... ,s„.. ., ....,.,,� ,_.. vw, .. ,,�+.. .,ova-. ,♦eev . ,v ,...,x, .er ,� , µlc a ti..+, s,. tr tri\1 I lta rt 1L. Lit k-U1111 L.1 riflq,_L_- t\L.J I'W"IVS IM" ! C J UI S!\ Project Title. , , ..... , . PROPOSED FRANCO RESIDENCE Date, , 06/02f 05 12; 49; 34 Project T i t t e, . a .. , .... PROPOSED FRANCS RESIDENCE Date, . 06f 02f 05 12: 49: 34 Project Addr s...,,,,, 1001 N ENGLISH STREET a - - - - - - - - - - - - - - - - - - - - - -----_-----_---------------_---_--_--_---__---___---------__--_--------------- SANTA ANA #V6.01)K I 1 I MICROPAS6 v6,01 Fite-S0503900 Wth-CTZ08S92 Program -FORM CF-1R I D9cumentation Author,,, Christopher S, Leighton ##)K##)K)K I it # I I User#-MP0206 User -Terry Engineering Run -PROPOSED FRANCO RESIDENCE I 7. Terry Engineering I ____ ___ ____ ------------------------------- 13691 Red Hitt Ave. I PlanCheck/ Date I Tustin, CA 92780 I _-_ _ I COMPLIANCE STATEMENT (714) 838-1124 1 Fietd�Check/Date I -------------------- Ctimate Zone,......,,., 08- - - - - - - - - - - - - - - - - - - - - This certificate of comp tiante I.ists the buitding features and performance Comp t i once Method.... , , MICROPAS6 v6. 01 for 2001 Standards by Enercomp, Inc, specifications needed to comply with Title-24, Parts 1 and 6 of the - California Code of Regulations, and the administrative regutations to ` I IICRbPAS6 v6, 01 _ Fite-S0503900 _ Wth-CTZ08S92 Program -FORM CF-1R I i mp t ement them. This certificate has been signed by the individual with I Usk #-MP0206 User -Terry Engineering Run -PROPOSED FRANCO RESIDENCE I overalt design respons i b I I i ty, When this certificate of comptianee is _______________ submitted for a singte building ptan to be buitt in muttipte orientations, any shading feature that is varied is indicated in the Special Features GENERAL. INFORMATION Modeting Assumptions section, ------------------- r Conditioned Floor Area,,,,, 1424 sf DESIGNER or OWNER DOCUMENTATION AUTHOR Al Building Type, ............ Single Family Detached Construction Type . , ...... , Existing Plus Addition Name, .. , Name... , Christopher S, Leighton Butt d i ng Front Orientation, Front Facing 270 deg C W) Owners.. MR & MRS FRANCO Company, Terry Engineering Number of Dwetting Units,,, 1 Address, 1001 N ENGLISH STREET Address, 13691 Red Hill Ave, Number of Stories.,,,,,,,,, 1 SANTA ANA CA 92703 Tustin, CA 92780 Floor Construction Type.,.. Stab On Grade Phone... (714) 922-9325 Phone.,, (714) 838-1124 Glazing Percentage, , . , 10, 4% of floor area License, _ _----_ ------------- Average G t az i ng U-factor, , , 0. 6 Btu/hr-sf-F _� _ S i ned. Average Glazing SHGC,...... 0,65 Signe ,, _ ' I g Average Ceiling Height.,... 8 ft Cdate) Cdate) BUILDING SHELL INSULATION ENFORCEMENT AGENCY ------------------------- Component Frame Cavity Sheathing Total Assemb t y Name. , , . _ Terry Engineering Type Type R-va t ue R-va t ue R-value U-f actor Location/Comments T i t t e. ,, '3S9'-R'� ff Avg"�'e'���_� Agency. �tW, CAA"9278�__------- Roof________ _nfa___ _��29___ _R-nfa__ .�����__ __0-051 Existing 4Attic __________ __-_____________ Roof n/a R-30 R-n/a R-30 0.035 New Attic Ceit Phone,,,___ Wall n/o. R-0 R-n/a R-0 0,386 Existing Ext W _^ Watt n/a R-13 R-n/a R-13 0.088 New Ext Watt Signed„ Walt n/a R-0 R-n/a R-0 0.322 Existing Gypbo Cdiat Door n/a R-0 R-n/a R-0 -0,330 Exterior Door StabEdge n/a R-0 R-n/a F2=0,720 Covered StabEdge 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 ( W) 15. 0 0, 600 0. 650 Standard Standard None Window Front ( W) 12, 0 0,600 0. 650 Standard Standard None N T E: Window Front (W) 12.0 0,600 0,650 Standard Standard None Window Front ( W) 12, 0 0, 600 0. 650 Standard Standard None UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL, OBTAIN CF-6R FORMS FROM THE CALIFORNIA ENERGY COMMISSION AT: Window Left C N) 9, 0 0, 600 0, 650 Standard Standard None 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. Window Left (N) 15,0 0, 600 0,650 Standard Standard None (BLANK CF-SR FORM IS ATTACHED TO THIS PLAN). M F - 1 R No 00' T E 0' c14.8 General Requirements: c16.8.1 Notes to be placed on the plans: CERTIFICATE OF COMPLIANCE; RESIDENTIAL Page 2 CF-1 R c16.8.1.1 Maintenance Information: The builder shall provide to the building owner at occupancy maintenance information for all features, materials, components, and manufactured devices that require routine maintenance for efficient operation. Required routine maintenance actions shall be clearly -stated and incorporated on a readily accessible label. Project T i t t e , .... , , , , , PROPOSED FRANC ❑ RESIDENCE Date . , 0 6 / 0 2 / 0 5 12 t 4 9; 3 4 The label may be limited to identifying by title and/or publication number, the operation and maintenance manual for that particular model and type of feature, material, component or manufactured device. 1 MICROPAS6 v6,01 Fite-S0503900 Wth-CTZ08S92 Program -FORM CF-1R I c17.8.1.2 After installing wall, ceiling, or floor insulation, the installer shall make available to the enforcement agency or post in a conspicuous location in the building a I User # -.M P0206 User -Terry Engineering Run -PROPOSED FRANCO RESIDENCE I certificate signed by the installer stating that the installation is consistent with the plans and specifications described in Section 10-103(a)2.A and for which the _ _ _ _ _ _ _ building permit was -issued and conforms with the requirements of Part 6. The certificate shall also state themanufacturer's name and material identification. FENESTRATION (BLANK iC-1 FORM IS ATTACHED TO THIS PLAN). _ _ _ _ _ _ _ _ - _ _ _ Text of section 150(k) Lighting. Over- 1. Luminaires for general lighting in kitchens shall have lamps with an efficacy of not less than 40 lumens perwatt. General lighting must provide a sufficient light level for Area U- Interior Exterior hang / basic kitchen tasks and provide a uniform pattern of illumination. A luminaires) that is (are) the only lighting in a kitchen will be considered general lighting. Orientation ( S f) Factor SHGC Shading Shading Fins General lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. Additional luminaires to be used only for - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - specific decorative effects need not meet this requirement. Window L e f t ( N) 15, 0 0, 600 0. 650 Standard Standard None 2. Each room containing a shower or bathtub shall have at least -one luminaires with lamp(s) with an efficacy of 40 lumens per watt or greater. If there is more than one luminaire in the room, the high -efficacy luminaire shall be switched at an entrance to the room. W i n d o w Back ( E) 12, 5 0, 600 0, 650 Standard Standard None ALTERNATIVE to section 150 (k) 2: A high -efficacy luminaire need not be installed in a bathroom if. Window Back ( E) 15, 0 0, 600 0 , 650 Standard Standard None A: A luminaire with lamps with an efficacy of 40 lumens per watt or greater is installed in a utility room, laundry room, or garage; and W i n d o w Back ( E) 15, 0 O,600 0, 650 Standard Standard None B: All luminaires permanently mounted to, the residence providing outdoor lighting shalt be installed with the following characteristics: Window Back ( E) 15, 0 0. 600 0, 650 Standard Standard None(1) Luminaires with lamps with 40 lumens per watt or greater; or (2) Luminaires with lamps with an efficacy of less than 40 lumens per watt shall be equipped with a motion sensor. NOTE: When using this alternative for multiple bathrooms, after complying with Item B for the first bathroom, each additional bathroom in which a high -efficacy luminaire S L A-B SURFACES is not installed must comply with Item A alone. - - - - - - - - - - - - - 3: Luminaires Installed to meet the 40 lumens per watt requirements of section 150 (k)1 or 2 shall not contain medium base Incandescent lamp sockets, and shall be on Area separate switches from any incandescent lighting. 4: All incandescent lighting fixtures recessed into insulated ceilings shall be approved for zero -clearance insulation cover (IC) by Underwriters Laboratories or other Stab Type Csf) testing/rating laboratories recognized by the Iriternational Conference of Building Officials. Standard Slab 1424 HVAC SYSTEMS ------------ Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual, Thermostat T-;2%4 Type Efficiency Airftow Location R-value Leakage D Type -------------------------------------------------------- ---------------- ------- Furnace 0,800 AFUE n/a Attic R-4.2 No No SetBack ACSp(it 10.00 SEER No Attic R-4,2 No No SetBack F WATER HEATING SYSTEMS --------------------- Number Tank External a IN ESS/ in Energy Size Insutation k` � ,H Tank Type Heater Type Distribution Type System Factor Cgal) R-value __ ____ __ __fr Storage_____ Gas________ Standard___________ ___�__ ___��___ __�O__ ---------- Storage----- �X � No. 17014 Exp. 3-31-2006 REMARKS 1 1 1Ave. m ,X� e�ANv�, � OF CA�-�F Tel: 71 ) 11 4 - Fax: (714) -140 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 1Date KEYNOTES LEGEND EAST EXISTING 3'-0" HIDE X 4'-0" HI&H 5P., 5.H., AL. WINDOW TO BE NEW 5-0" ACRYLIC PRE -MANUFACTURED BATH TUB AND SNORERELEV. REMOVED. - ENLARGE EXISTING OPENING AT BOTTOM TO FIT NEW 0 A55EMBLY WITH BUILT IN SURROUND, SURROUND SHALL EXTEND *MIN. NEW CONSTRUCTION A-2 WINDOW. - USE (E) HDR. 70" ABOVE DRAIN INLET TO COMPLY WITH SECTION bO7.13 AND 2X4 STUDS 2512. - IF SHOWER DOOR 15 TO BE INSTALLED, TEMPERED GLASS IS 3'-0" WIDE X 4'-0" HIGH WINDOW TO BE REMOVED, CLOSE UP REQUIRED, SECTION 2406.4. EXACT MODEL TUB TO 13155ELEGTED OPENIN&, INSTALL R-13 INSULATION, INSTALL 1/2" DRYWALL ON AND PROVIDED BY HOMEOWNER. - SHOWER HEAD MAX. 2.5 GPM. NEW CONSTRUCTION INTERIOR SIDE, INSTALL STUCCO ON EXTERIOR 51DF TO MATCH SHOWER CONTROL VALVE SHALL BE OF THE PRESSURE BALANCED 2X6 STUDS EXISTING. - FEATHER AND BLEND NEN5TUCC0 WITH OLD TO OR THERM05TATIC MIXING VALVE TYPE. CREATE AN INVISIBLE TRANSITION WHEN PAINTED. WATER CLOSET SPACE TO BE MIN. 50" HIDE WITH MIN. 24" CLEAR IN NON STRUCTURAL EXISTING 5'-0" HIDE X 4'-0" HJ&H S.P., 5,H., AL. WINDOW TO BE FRONT OF TOILET, SECTION 2c`104. TOILET MAX. 1.6 GAL. PER FLUSH. PARTITIONS REMOVED, CLO5E-UP PORTION OF EX15TIN(5 OPENIN& AND 2X4 STUDS CONSTRUCT OPENING AS SHOWN TO FIT NEW WINDOW. - PATCH NEW VANITY, EXACT MODEL TO BE SELECTED AND PROVIDED BY 26-0" DRYWALL AND 5TUGGO AS NEEDED. 0 HOMEOWNER, SINK FAUCETS MAX. 2.5 GPM. 4'-0" WIDE X 1'-0" 1-1161-1 S.F., XO SLIDER, AL. WINDOW TO BE 2'-&" HIDE X 6-5" HIGH EXTERIOR GRADE RAISED PANEL SOLID REMOVED, C-1-0515-UP OPENING, INSTALL 1/2" DRYWALL ON INTERIOR HOOD OR STEEL DOOR, EXACT MODEL TO BE SELECTED AND ELEV. EXTERIOR ELEVATION SIDE, REMOVE EXISTING STUCCO ON ENTIRE REAR WALL INTERFERING V-4- PROVIDED BY HOMEOWNER. DIR. ? WITH NEW CONSTRUCTION, INSTALL RETROFIT HOLD DOWN AND 5TRUG. ONE PLYWOOD SHEATHING AND NEW LOCATION FOR WASHING MACHINE, EXACT MODEL TO BE A-2 SHEET NUMBER ANCHOR BOLTS, INSTALL 5/5 (9 3X4 NAIL PER5HEARNALL SCHEDULE ON SHEET 5-1, SEE FOUNDATION SELECTED AND PROVIDED BY HOMEOWNER, LAUNDRY FAUCETS MAX. 4X4 7 ED&E OF WINDOW POST P05T OPENIN15 -2, AND ROOF FRAMING PLAN, SHEET 5-3. 2.2 GPM. - INSTALL METAL DRAIN PAN UNDER MACHINE AND RUN 3/4" PLAN, SHEET 5 DRYWALL BOTH SIDESDIA, DRAIN PIPE TO OUTSIDE. - PLUMBING CONTRACTOR SHALL & HOR. REMOVE EX15TIN6 CLOSET DOOR, CLO5E-UP OPENIN5, INSTALL 1/2" INSTALL HATER HAMMER RESISTORS FOP, HASHINGMACHINE TO SECTION NUMBER FLUCONTINUOUS SH K 5OTr0M . ABSORB HI&H PRESSURES FROM QUICK ACTING VALVE5,5ECTI4X ON b 4 -011 I CONSTRUCT SPECIAL 5HEARNALL TO ROOF, SEE FOUNDATION PLAN, -SHEET NUMBER 0OR P41NDON 29 14 TOP PLATE yl-q p SHEET 5-2, SEE ROOF FRAMIN& PLAN, SHEET 5-3. NEH LOCATION FOR GAS CLOTHES DRYER, INSTALL COMBUSTION AIR CENTER CON5TRUCT5HEARNALL, SEE FOUNDATION PLAN, SHEET 5-2, SEE 0 SOURCE DUCT FROM OUTSIDE AS DIRECTED BY BUILDIN& OFFICIAL. - DETAIL NUMBER 4X4 I HVR. N14X4 HDR. INSTALL 4" DIA. DRYER VENT DUCT UNDER HATER HEATER 4X6 HOP,, 0 ROOF FRAMING PLAN, SHEET 5-5. PLATFORM TO OUTSIDE WITH REQUIRED BACK DRAFT DAMPER, XX - SHEET NUMBER FLUSH K NEN 15'-0" X 16-0" 22 E30170M MASTER BEDROOM 2'-4" HIDE X 6-V' HIGH X 1-5/4" THICK, RAISED PANEL, SOLID HOOD, SECTION 504.3. TOP PLATE (208 50. FT) 5ELF rL05IN&, TIGHT FITTING, SMOKE SEALED POOR, SECTION 302,4. DIRECT REPLACEMENT FOR EX15TINO DOOR, USE (E) HDR. @ REMOVE EXISTIN& ELECTRIC METER. 2'-0" HIDE X 6-8" HIGH X 1-5/5" THICK INTERIOR PAINT GRADE NEW 200 AMP ELECTRIC SERVICE, INSTALL UFER GROUNDING EXISTING DOORS ELECTRODE, SEE ATTACHED UFER DATA SHEET, FOUNDATION WN 50LID HOOD RAISED PANEL HVAC, C�1_05ET POOR, INSTALL HEATHER @ 'T A.G. 6-51, X 51_10"�, 5-6"� X V-11" STRIPPING TO PREVENT AIR LEAKAGE BETWEEN CLOSET AND PLAN, SHEET 5-2 FOR LOCATION. z STUDY NOOK LAYNDRY HABITABLE AREA. - COMBUSTION AIR SOURCE SHALL BE FROM U_ (46 50. FT) T OUTSIDE OF HABITABLE AREA. - PROVIDE COMBUSTION AIR SOURCE 23 INSTALL OUTDOOR PAP APPROXIMATE LOCATIONOF NEH AIR CONDITIONING SYSTEM IN TH15 . SEE ELECTRICAL PLAN, AS DIRECTED BY BUILDING OFFICIAL. -INSTALL NEW AIR HANDLER @ ON Ib" H16H PLATFORM. BY HOMEOWNER, SINK NEN KITCHEN SINK, EXACAUCET T MODEL TO .5 BE G.P.M. ? AND PROVIDED NEN DOORS 414 11 SHEET E-1, FOR Z-6" HIDE X 6-a" HI&H INTERIOR PAINT &RADE RA15FP PANEL 24FX1( 1 -*@ SMOKE DETECTORS 10 CONTRACTOR SHALL INSTALL HATER HAMMER RESISTOR FOR 015H L DOOR. HA5HER TO ABSORB HIGH PRESSURES FROM QUICK ACTING VALVES, /000001 1 4X4 HER, Ilk" 4'-0" V41PE X 6-8" HIGH DOUBLE HUNG INTERIOR PAINT GRADE SECTION 60,51.10, 11 RAISED PANEL DOOR. 5- @INSTALL NEH ROLL -UP GARAGEDOOR, EXACT MODEL TO BE SELECTED BY HOMEOWNER, INSTALLATION BY OTHERS. VERIFY EXISTING FIRE SEPARATION, IF NEEDED, INSTALL NEN 5/5" 12 TYPE X DRYWALL, (GYPSUM BOARD), ON GARAGE 510F OF WALL SEE ELECTRICAL PLAN, 'N, A-3 NA-3 Ir *16 OPTIONAL, REPLACE EXISTING DOORS WITH 51ZE INTERIOR g 2 ANN-. RATED FOR ONE HOUR, FIRE SHEET E-1, FOR WHERE ABUTS HABITABLE AREAS, FIRE P PAINT GRADE RA15ED PANEL DOORS, USE (E) HDR. ;7z,= BE RELOCATED A�D i­ T Fq SEPARATION SHALL EXTEND FROM TOP OF FOOTING TO ROOF, SMOKE DETECTORS DININIS ROOM TO 11 P - I SECTION 302.4. - ALSO INSTALL R-13 INSULATION, (IF DOES NOT OPTIONAL, REPLACE EXISTING MAIN ENTRY DOOR Y41TH SAME 51ZE 5X4 a ME EXIST), FOR REQUIRED THERMAL INSULATION. @ DECORATIVE SOLID HARD HOOD OR PAINT GRADE SOLID HOOD ENLARGED TO ff-F 0 POST X 10.-0.. Q RAISED PANEL DOOR, EXACTTED AND 1;; IL (116 SO. FT) I MODEL To BE5ELEC INSTALL R-Ici INSULATION IN TH15 WALL FOR SOUND ISOLATION PROVIDED BY HOMEOWNER, USE (E) HDR. ENERGY CONSERVATION FEATURES: 0 I NEN @ PURPOSES. IL X V-1 X 4'-1" 28 4X3 HEADER, TOP OF HEADER FLUSH WITH TOP OF NEW TOP PLATES. r WALK-IN I G2'-0" HIDE X 6-0" HIGH HATER HEATER CLOSET DOOR WITH CLOSET D) COMBUSTION AIR VENTS TOP AND BOTTOM, SEE EAST ELEVATION, 3-1/2" X q-1/4" P51- HEADER, TOP OF HEADER FLUSH WITH TOP OF I - R-30 INSULATION IN ALL ATTI05PACE5. COMBO OF SHEET A-2. INSTALL NEN 50 GAL. OAS HATER HEATER ON 18" HIGH 29 NEW TOP PLATES. 2 - R-15 INSULATION IN ALL NEW EXTERIOR WALLS. =250 50. FT. 17 :t PLATFORM, SECURE FOR SEISMIC REQUIREMENTS, SECTION 510.5. 3- NEW ENERGY EFFICIENT HATER HEATER. HATER HEATER SHALL COMPLY WITH CALIFORNIA TITLE 24 4 - ENER&Y EFFICIENT KITCHEN APPLIANCES. j NEW I 1 1-01, X 51-01, IU REQUIREMENTS, (E.F.=0.53 OR HIGHER), SEE KEYNOTE NO. (b,5HEET 5 - ENERGY EFFICIENT DUAL PANE VINYL HINPONS, MASTER5ATH 6 - ENERGY EFFICIENT NEW HVA6 SYSTEM, (SEER-12 OR BETTER). I. SOUTH EX15TINIS KITCHEN E I TO BE MODIFIED WIND uAv%k W, !3` H C: L J 1 01 Ln W �Q 00 ELEV. _j � � AND ENLARSEP 00 NEN *--0" 7 A-2 _ TO III-TI X 101-V Q5 0 4'-I"X 2'--&' / -- N CLOSET hINVOM ROUGH OPENIN& U - REMARKS: (X = FIXED), (0 = OPERABLE). MATERIAL &LAZIN& VALUE INSTALL WINDOW FLASHING PER DETAILS ON SHEET A-3. WIDTH HEIGHT 50. FT. ( 9 51-0 51-01, 15,00 VINYL D.P. .55 OR 5IN&LE HUN6, FLAT 6RID5. - MEETS OR EXCEEDS MIN. FIRE RESCUE REQUIREMENTS, LOH-E-2 BETTER SECTION 310.4, (MIN. 20" X 24" OPENIN& aMAX. 44" FROM FLOOR). ( 9 3'-0" 4'-0" 12.00 VINYL D.P. 55 OR SINGLE HUN&, FLAT GRIDS. - TEMPERED &LASS WITH PERMANENT LABEL LOW-E-2 BETTER REQUIRED, WINDOW HITHIN24" OF DOOR, SECTION 2406.4. (9 3'-0"4'-0" 12.00 VINYL D.P. LON-E-2 .55 OR BETTER SINGLE HUNG, FLAT ORIP5. (9 5'-0" 4'-0" 12.00 VINYL D.P. LOW-E-2 .55 OR BETTER 51NOLE HUNG, FLAT &RID5. 2'-011 3'-0"6.00 ALUM, SINGLE PANE N/A EXISTING WINDOW TO REMAIN. D.P. .55 OR SINGLE HUNG WITH FLAT 6RID5, DIRECT REPLACEMENT FOR (E) 5.P. AL. XOSLIPER 31-011 31-011 q.00 VINYL LOW-E BETTER HINDON, USE (I-) HDR, 31-011 51-011 15.00 VINYL D.P. . 55 ORLON-E BETTER SINGLE HUNG, FLAT &RID5. 51-011 51 -011 15.00 VINYL D.P. LOW-E 55 OR tD BETTER SINGLE HUNG, FLAT 6RIP5. Z 5-0" 12.50 I VINYL D.P. LOW-F 55 OR .-b" " BETTER SINGLE HUNG, FLAT GRIDS. 31-Olt 5-0.1 15,00 VINYL D.P. .55 OR 51N&LE HUNG, FLAT &RID5. - TEMPERED CLA55 WITH PERMANENT LABEL REQUIRED, LOW-E BETTER NINF,>ON WITHIN 24" OF POOR, SECTION 2406.4. D.P. 55 OR 51N&LE HUNG, FLAT &RIPS. - MEETS OR EXCEEDS MIN. FIRE RE56UE REQUIREMENTS, 31-011 51-011 15.00 VINYL LOW-E BETTER SECTION 510.4, (MIN. 20" X 24" OPENIN& @MAX. 44" FROM FLOOR). D.P. .55 OR SINGLE HUNG, FLAT &RIP5. - MEETS OR EXCEEDS MIN. FIRE RESCUE REQUIREMENTS, 34-011 V-011 15.00 VINYL LOW-E BETTER SECTION 510.4, (MIN. 20" X 24" OPENING @MAX. 44" FROM FLOOR). 0 (Ile> 50. FT) 1 -1 CENTER 8 SHOWER __j _J X4 11 .PR� 4X4,0e !3-1/2" X q-l/. - P5L 4X4 -A- HDR. - 5OTTOKCIF HDR. 4X6 HDR. P05T 24 FLUSH WITH TOP OF PAST FLUSH W.EXI!��TIW, TOP'PLAIE 50TTOM (W E SEE SECTION A -A. 10 3TOP PLATE NORTH 0 0 SHEET A" 41 ELEV. 1_0 Owner Designer: EX15TIN& A-2 21 1 i I BATHROOM TO REMAIN N�\j EX16TIN6 BEDROOM AIR RETURN g, NEW 5I- _j r ------- s®� NO. 2 TO REMAIN NEW REGISTER`® 2 1 6. X AND BE RENAMED TO W-0. X 21-61. BOTTOM OI__ _O.. I BEDROOM NO. 5. COAT FIVAIC AIR (115 50. FT) CLOSET HANDLER Signature: CL-05ET L ----- J 4X4 HDR. 4X4HDR. - 10 0 2 'Zo 8 < T 2 X 4_4 12 EX15T' (!N6 LIVING ROOM 22450. FT)STORAbE Z 4_0 EXISTIW,v 6ARAC ,E (200 50. FT) eXI5TIN651 BEDROOM NO. I TO REMAIN AND BE RENAMED TO EXISTNG, I @ OL05ET BEDROOM NO. 2. (131 50. FT) USE 0 HPR. REPLACEMENT FOR (E) 5'-0" HIDE X 4'-0" HIGH S.P., 5.H. ALUM. HINDON. DIRECT REPLACEMENT FOR (E)5,P., P.H. HOOD HINPON, USE (E) HDR. PATCH STUCCO AS NEEDED TO CREATE INVISIBLE TRANSITION NHEN PAINTED. 25 USE (E) HDR. USE (E) HDR. LIGHT AND VENTILATION: REQUIRED WINDOWS PROVIDED PROVIDED 0N FLOOR AREAS: (ROUGH WINDOW SIZE x 90% = GLAZING) Natural Light Ventilation Natural Light I Ventilation Sq Ft. Sq, Ft. Sq. Ft. Sq. Ft. WEST Q C� ROOM: Existing Alteration Addition Total ELEV. Combo Kitchen, Dining 126 (126) 154 280 28.00(10%) 14.00(5%) W6+W7+W8+W9 = 51.50 x 90% = 46.35 Sq. Ft. 46.35 (16,55%) 23.18(8.28%) ....... Living Room 224 0 0 224 22.40 (10%) s 11.20(5%) W2+W3+W4 = 36.00 X 90% = 32.40 Sq, Ft. 32.40 (14.46%) 16.20 (7.23%) A-2 00 Master Bedroom: 0 0 208 208 20.80 (10%) 10.40(5%) W-10+W-11=30.00x9O%=27.00Sq. Ft. 27.00 (12,99%) 13.50(6.49%) 0 ANN. Bedroom No. 2: 131 0 0 131 13.10(10%) i 6.55(5%) s W-1 15.00 X 90% 13.50 Sq. Ft. 1 13.50(10.31%)l 6.75(5.15%) . . ....... .. .. ...... .._ w _ M. __ r i Bedroom No. 3: 118 0 0 118 11.80(10%) 5.90(5%) W-12=15.00x90%=13.50Sq.Ft, 13.50(11.44%)i 6.50(5.51%) it I -Off 41� ------ FLUUM FLAN- SCALE 1/4 1 C'j en 03 5IMP50N HY446 J015T P-4 HAN6ER, of Er R16HT. NOTE.. N TH ONLY ONE OF THE TVqkO: 5IMP50N L!5TA.�30 TIE STRAP, L5TA24 TIE STRAPS IS 5HONN 75 1) Q DOUBLE 2X OR 4X HIP RAFTER. BEND AT CENTER INTO "U"SHAPE FOR ILLUSTRATIVE TO FIT HIP RAFTER, RAIL STRAP CLARITY. V TO TOP OF HIP RAFTER WITH 2X6 Poor- RAFTER 0 0 R.R. SIMPSON DSP TIE PLATE, ATTACH 14 Iokl WITH IOV NAILS, FILL ALL INSTALL A25130TH SIDES OF 4X4 POST, TY40 IOP NAILS, (ONE STRAP 0 0 " Zas AVAILABLE HOLES. AND ONLY ONE SIDE OF 2X4 PURLIN STRUT, SERVES TP40 ROOF RAFTERS). INSTALL LSAT24 TIE STRAP ON SIMP50N HCP-4Z HIP CORNER ATTACH WITH F16HT IOV NAILS, EACH TOP OF BOTH HIP RAFTERS, _,-PLATE, ATTACH WITH 51XTEEN PIECE FOR 4X4. - FOR 2X4 STRUT ATTACH ATTACH WITH 51X 100 NAILS. 17IR OP c) BEND STRAP OVER TOP AND 0 [or,> NAILS. 1.4 0 0 WITH FOUR IOV NAILS TO TOP PLATE, TOE NAIL 2X6 R.R. TO 2Xe) HIP /49,� 1 , Q 0 AND FOUR IOD X 1-1/2" NAILS TO STRUT. RAFTER 1,41TH FOUR I&P NAILS. DOWN SIDE OF RIV6E BOARD, "*,,, SIMPSON ECXU44 ATTACH TO RIDGE BOARD WITH{p p --COLUMN CAP. 51X IOV X 1-1/2" NAILS. - NAILS _r4 ER-1211 0 0rrr IN R VISE BOARD MAY BE !�ILANT BEND STRAP UNDER AND UP OUTER DRIVEN TO AVOID INTERFERIN6 Date: 51DE Of: ROOF RAFTM�E:R, ATTACH fl- NITH EACH OTHER, 06/10/2005 rF WITH FOUR IOD X 1-1/2" NAILS. 0 XI Drawn By: Harold Clift NA L TO 2X6 R.R. WITH Image CAD Service (714) 283-1650 NINE 16D NAILS, EACH, INSTALL 50 1 SIMPSON M5T2'1 TIE STRAP AROUND OUT51 Simpson Strong -Tie THAT HIP RAFTER CO=1 Scale: -Tie 5imp5on 5trong-Tle, HILL 51T ON TOP. BEND STRAP c10 DEGREES AT As Noted 'M 150n 5tror)q-Tle Sim son Strong L5TA TIE STRAP MIDPOINT AND ATTACH WITH Simpson Strong -Tie �-4Z Hr_ D5P - FL-1423 A23 - ER-5656 4X4 PURLIN POST, TOP OF POST MIN. SIX 160 NAILS EACH NER-4qcl NER-443 Ole" FLUSH TO BOTTOM 2Y6 RIP&E DIRECTION. - M-5672. F0044 With HH43 V, I BOARD, NAIL LE06ER TO POST WITH HIM. FOUR 16D NAILS. A I L H1PC';%0RNER PLATE DETAIL NEW TO (E) T.F*0%. DETAIL PURLIN TO T.P. DETAIL RAFTER Tu H1110" bETAIL OT AP DETA %O*%C% HP RIDGEC%0NN. DETAIL PAm I NO SCALE NO SCALE DF A NO SCALE NO SCALE NO SCALE NO SCALE Sheet 3 OF 9 SHEETS 6AS 1 FURNACE VENT ti4 —EXISTING RIDGE TO BE f^► 4 J `�' GOVEREa �($) i es rr �✓ '°`� ft Nh Of Off W-1 o jT+ e 01 ❑❑ ---------------------------_._.—_—--_---- - — __....___________._._____________ F.G.+/-�'' N.6. F. G. +/- N. G. +/- FRONT (WEST) ELEVATION- SCALE 1/4" = 1 I-01f GAS FURNACE VENT — ----"----- ---__—_ —— _e _`_ — _ _ _ _—_—__ F. G. +/- ' ROUGH OPENING U - REMARKS: (X = FIXED), (O = OPERABLE). MATERIAL GLAZING VALUE INSTALL WINDOW FLASHING PER DETAILS ON SHEET A-3. WIDTH HEIGHT SQ. FT. 5'-0" 15.00 VINYL D.P. LOW-E-2 .55 OR BETTER « SINGLE HUNG, FLAT GRIDS. - MEETS OR EXCEEDS MIN. FIRE RESCUE REQUIREMENTS, SECTION 310.4, (MIN. 20" X 24" OPENING *MAX. 44" FROM FLOOR). W-2 3'-0" 4'-0" 12.00 VINYL D.P. .55 OR «* 51N6LE HUNG, FLAT GRIDS. - TEMPERED GLA5S WITH PERMANENT LABEL LOW-E-2 BETTER REQUIRED, WINDOW WITHIN 24" OF DOOR, SECTION 2406.4. W-3 3'-0" 4'-0" 12.00 VINYL D.P. LOW-E-2 .55 OR BETTER « SINGLE HUNG, FLAT GRIDS. W-4 3'-0" 4'-0" 12.00 VINYL D.P. LOW-E-2 55 OR BETTER SINGLE HUNG, FLAT 6RID5. W-5 2'-0" 3'-0" 6.00 ALUM. SINGLE PANE NIA EXISTING WINDOW TO REMAIN. D.P. .55 OR SINGLE HUNG WITH FLAT 65RID5, DIRECT REPLACEMENT FOR (E) S.P. AL. XO SLIDER W-6 3'-0" 3'-01" C1.00 VINYL LOW-E BETTER WINDOW, USE (E) HDR. W- 3'-0" 5'-0" 15.00 VINYL D.P. LOW-E 55 OR iBETTER SINGLE HUNG, FLAT GRIDS. W-8 3'-O" 5-0" 15.00 VINYL D.P. LOW-E 55 OR BETTER SINGLE HUNG, FLAT GRIDS. 2'-6" 5'-0" 12.50 VINYL D.P. LOW-F .55 OR BETTER SINGLE HUNG, FLAT GRIDS. 3'-0" " 5'-0 15.00 VINYL D.P. LOW-E .55 OR BETTER 51N6LE HUNG, FLAT GRIDS. - TEMPERED OLA55 WITH PERMANENT LABEL REQUIRED, WINDOW WITHIN 24" OF DOOR, SECTION 2406.4. 3'-0" 5'-0" 15.00 VINYL D.P. LOW-E .55 OR BETTER SINGLE HUNG, FLAT 6RID5. - MEETS OR EXCEEDS MIN. FIRE RESCUE REQUIREMENTS, SECTION 310.4, (MIN. 20" X 24" OPENING 44" FROM FLOOR). oMAX. W-12 3 -O" 5 -O 15.00 VINYL D.P. .55 OR SINGLE HUNG, FLAT GRIDS. - MEETS OR EXCEEDS MIN. FIRE RESCUE REQUIREMENTS, LOW-E BETTER SECTION 310.4, (MIN. 20" X 24" OPENING @MAX. 44" FROM FLOOR). « REPLACEMENT FOR (E) 3'-0" WIDE X 4'-0" HI&H S.P., 5.H. ALUM. WINDOW. DIRECT REPLACEMENT FOR (E) 5.P., D.H. WOOD WINDOW, USE (E) HDR. PATCH STUCCO AS NEEDED TO CREATE INVISIBLE TRANSITION WHEN PAINTED. INSTALL NEW ROOF FRAMING, SHEATHING, AND NEW ROOF MATERIAL PER PLAN, SEE ROOF FRAMING PLAN, SHEET 5-4, 5EF ROOF MATERIAL 5PECIFIGATION5, SHEET T-1. ALL NEW WALLS SHALL BE SHEATHED WITH 3/&" STRUCTURAL ONE PLYWOOD 5HEATHING AND NAILED PER 5HEARWALL SCHEDULE ON SHEET 5-1. INSTALL TWO LAYERS GRADE "0" PAPER OVER `✓ SHEATHING TO COMPLY WITH SECTION 2506A - INSTALL WEEP SCREED TO COMPLY W1TH SECTION 2506.5 - SEE WEEP SCREED DETAIL, TH15 SHEET, INSTALL NEW STUCCO AND PAINT, COLORS TO BE SELECTED BY HOMEOWNER. FEATHER AND BLEND STUCCO TO CREATE AN INVISIBLE TRANSITION, (WHEN PAINTED), BETWEEN THE NEW AND OLD STUCCO. - TH15 ITEM SHALL BE TO THE HOMEOWNERS SATISFACTION. INSTALL NEW ROLL -UP GARAGE DOOR, EXACT MODEL TO BE SELECTED BY HOMEOWNER, INSTALLATION BY OTHERS. / 4" DIA. CLOTHES DRYER VENT WITH REQUIRED BACK i DRAFT DAMPER, SECTION 504.5. TEMPERED GLA55 REQUIRED, WINDOW WITHIN 24" OF DOOR, SECTION 2406.4. EXI5TING ROOF TO REMAIN, PROTECT IN PLACE. (� VENTS WITH SCREEN FOR COMBUSTION AIR CIRCULATION �=1 TOP AND BOTTOM OF WATER HEATER CLOSET DOOR 14 ROOF VENTS, (TYP), SEE DETAIL THI5 SHEET. 1 OUTDOOR LIGHT FIXTURE, EXACT MODEL TO BE 5ELECTED AND PROVIDED BY HOMEOWNER. 120 VOLT OUTDOOR ELECTRICAL OUTLET, DEDICATED 20 2 AMP. G.F.I. PROTECTED CIRCUIT REQUIRED, (MAY INSTALL TWO OUTLETS ON SAME CIRCUIT), INSTALL WEATHER R-515TANT COVER. LOCATIONS SHOWN ARE APPROXIMATE, LOCATE AS DIRECTED BY BUILDING OFFICIAL. 1 ANTI-51PHON TYPE OUTDOOR COLD WATER H05E BIB. LOCATION SHOWN 15 APPROXIMATE, LOCATE AS DIRECTED BY BUILDING OFFICIAL. WALL STUDS. 3/S" PLYWOOD 5HEATHiN6 DOUBLE LAYER GRADE "D" PAPER (GBG 2506A) P.T. SILL T/S" STUGGO FACING PLATE WEEP SCREED (GBG 2506.5) FIN15H GRADE, 2% FIRST 5'-0" ------------- --_ CONCRETE FOUNDATION 11 ... I A*' WE U011 ORDER DIRECTLY FROM MANUFACTURER: ACTIVE VENTILATION PRODUCTS, INC. P.O. BOX 1521 NEWBURGH, N.Y. 12551-1521 1-600-247-3463 1-845-565-1-7i0 1-545-562-8CI63 FAX. WEB: wvaw.roofventS.com SHIPPING: STOCK MODELS SHIP NEXT BUSINF55 DAY AFTER ORDER 15 RECEIVED. CUSTOM COLOR MODELS SHIP TWO TO FIVE DAYS AFTER ORDER 15 RECEIVED. \ 1\ �A' 2X BLOCKING, NAIL THROUGH R.R. WITH MIN. THREE 160 NAILS EACH END. ROOF VENTS MANUFACTURED BY ACTIVE VENTILATION PRODUCTS, INC., MODEL AV-14, (THE AURA VENTILATOR WITH 2" COLLAR). - OPTIONAL COLOR POWDER COATING AVAILABLE. - UNITS ARE TO BE PROVIDED BY HOME OWNER, (3 REG). - INSTALL. PER MANUFACTURERS INSTALL INSTRUCTIONS, MFG. DATA SHEET ATTACHED. ROOFING MATERIAL, INSTALL WATER PROOF MEMBRANE SUCH r AS GAF 5TORM6ARD FOR AT LEAST 18" AROUND VENT FLANGE. (f ROOF 5HEATHIN6. +/- 24" @\6„ 0* 0. 1----------DETAIL NUMBER -x----------SHEET NUMBER ------_---NEW AREAS w. - - -- ---- GARAGE VENTS pvS�,pN� ROOF 5HEATHiN6 E.N., SEE ROOF FRAMING PLAN, DETAIL NO. 1, SHEET S-3. TYP. 0 PIT NEW EXISTING 11� GX A-1 + i ! w r° ONO a a w Q�i 0 a N en � eq O � � :••a C Date: 06/10/2005 Drawn By: Harold Clift Image CAD Service (714)283-1650 Scale: AS Noted A=2 Sheet 4 OF 9 SHEETS r NO SCALE 4X4 KING P05T AT EACH HIP, ATTACH TO 2X8 ON THE FLAT, HIP WITH TWO SIMPSON TS-01 T11415T TIE EXI5TIN6 ROOF 5HEATHINO. STRAPS, SEE DETAIL NO. "I", THIS SHEET. ATTACH TO PSL HEAVER WITH TkqO A-25, FX15TIN& ROOF RAFTER. T SEE DETAIL NO. "D", SHEET A-1. 27 NEW 3-1/2" X q-1/4" P5L HEADER, BOTTOM 5-1/2" X 41-1/2" P5L HEADER OF HOR. FLUSH WITH TOP OF TOP PLATES. 2 HEADER EXISTING CEILING JOIST. 30 4 4 NEW ROOF 5HEATHIN6,5EE ROOF FRAMIN6 PLAN,5HEET 5-3, FOR DETAILS. 51MP�-ON HU5-46 OR HU5­4e5 J015T HANGER. 4 1/2" DRYWALL. NEW ROOFIN6 MATERIAL, SEE ROOF MATERIAL SPECIFICATIONS, SHEET T-1. 36 Q 28 38 ✓ NEW 2Xf5 RID&E BOARD. 8 ROU&HMv-IN OPENIN6, 20 20 t1_11. 20 7 8 6 5 37 5 21 22 1 NEW 2X(b ROOF RAFTER @16" O.G. N W 94 M F'�ALW_ �A'MM 0 A-mm— 53 NEW 2X6 CEILING JOISTS 016" O.C. 12 Q I I I I I 4' Y'UNLIUYi ROUGH 5ILL 27 Q)0 Cm. om fitSD2 CAD, om cl-a 10 C, 0: ® MAP 0=1 0 0 1 C"m '= 0 0 "6,01 40M 40'WV "Wo 19 01"t WAD CA66W := . mm oven MAP CAOWT 0�m W.W CAS� 1+ om mW fV NOTE, CABINET LAYOUT SHOWN 15 PRELIMINARY, EXACT LAYOUT < //"17 WX < il - NEW 2X6 RAFTER TIES 016" O.C. 2X BLOCKING. 0 - ATTACH ROOF RAFTERS AND CEILINC, JOISTS OR RAFTER TIES T06ETHER WITH 1 6_11 I n I I I NEN K TCHEN NINE ie>D NAILS, SEE DETAIL NO. 4, 5HEET!5-5. EXISTING Z STRUCTURE 4N 1 11 7 IZ CABINETS TO BEYOND BE WORKED + + LIVID OVERLAP NEW 2X6 OEILIN6 JOI5T5 BY Ib" AND ATTACH TOGETHER WITH NINE ROOM OUT 5ETPIEEN Z NA11_c:>_ - ATTACH To Tr)P PI.-ATF- WITH <:�IMPc�5nN A-9:� "I " r,1 IP At 15;n OFF + C" +v +1 1� CA IN' I I I., + 11'//111_�_' Z� I _ 11 16 11 11 SILL STRIP • zDRY P4ASH ` grade L++ ++ + ?+ _T MAKER AND EX15TIN& STRUCTURE BEYOND DETAIL NO. D, SHEET A-1. DOUBLE 2X TOP PLATE. U 2X PRESSURE TREATED SILL PLATE, INSTALL WEEP 50REEP ON EXTERIOR NALL5 PER DETAIL ON SHEET A-2. 3 EX P THE EDGE OF THE RoUrVI-I OPENING NEW FASCIA TO MATCH EX15TIN6, TRIM RAFTER TAILS TO MATCH EX15TIN&, ATTACH A SILL STRIP OF FLASHING MATERIAL AT LEAST 12" HIDE WITH THE TOP E-D&E EVEN WITH THE TOP (5RADE BEAM EXISTIN& EDGE OF THE ROUGH SILL. EXTEND THIS SILL STRIP AT LEAST 14" 5EYON e 5T FOR WINDOW. - ATTACH FLASHING WITH 6ALVANIZED ROOFING NAILS OR RUST-RE515TANT STAPLES. @ WHERE NEEDED REPLACE ANY EX15TIN<5 FA501A THAT 15 ROTTED, DAMAGED, 1010 " `- V4 Q4) FOOTINC, ------ — — — — — — --- -- — — OR INFESTED. --------—-------------—------—--- 2X SILL PLATE. IQ 13 Z . ...... SECTIO N" A -A - SCALE 1/411 11-011 (9 NEW 2X WALL STUDS. INSTALL 3/43" STRUCTURAL ONE PLYWOOD 5HEATHIN6 ON OUTSIDE OF ALL NEW ( 15 DEXTERIOR HALLS, SEE 5HEARNALL SCHEDULE, SHEET 5-1, SEE FOUNDATION SEE DETAIL NO. 6, SHEET 5-$, -ET 5-3. 2 L ROOFING MATERIAL. PLAN, SHEET ROOF FRAMING PLAN, 5HE FOR RIP615 TIE STRAP DETAIL. HEADER OVERLAP 2X6 G.J. BY Ib". NAIL LEDGER TO POST WITH MIN. 9 ROOF SHEATHIN6. INSTALL TWO LAYERS &RAPE "P" PAPER OVER 5HEATHIN& TO COMPLY WITH L G 16 SECTION 2506.4. - INSTALL WEEP 5CREED PER DETAIL ON SHEET A-2 TO FOUR W NAILSSEE DETAIL NO. 4 "13", SHEET A-1. ATTACH 2X4 PURLIN STRUT TO INSTALL MIN. NINE 160 NAILS. X 2Xa RIPE BOARD, R.R. KITH FOUR, 160 NAILS. COMPLY WITH SECTION 25065. - INSTALL NEW -1/8" THICK5TUCGO AND PAINT, 2X& LED&EP RAFTER 5IMP50N A-23 TIE PLATE, ATTACH TO --Woo COLOR TO BE SELECTED BY HOMEOWNER. % 2X& ROOF RAFTER. TIE BEYOND. CUT NOTCH IN 2X4 PURLIN STRUT o G.J. WITH FOUR 100 NAILS, ATTACH TO V4,TH 3 TO FIT 2X6 PURLIN. ATTACH TOP PLATE WITH FOUR IOD NAILS. INSTALL R-15 INSULATION IN ALL NEW EXTERIOR NALL5. 4X4 P05T AT HIP / RID&E 2 @ < TPqO 160 NAILS. TYP. 0S lab INTERSECTION. -SEE DETAIL i DOUBLE 2X6 TOP PLATE. 18 OPTIONAL, INSTALL R-Iq INSULATION IN THIS WALL FOR SOUND ISOLATION "P", 5HEET A-1, FOR POST TO TOP PLATE ATTACHMENT PURPOSES. f. DETAIL. 4 INSTALL 1/2" DRYNALL, 7 INSTALL R-50 INSULATION IN ALL NEW ATTIC AREAS AND ADD INSULATION AS 12 NEEDED TO EX15TIN6 ATTIC, AREAS IN ORDER TO ACHIEVE R-50. -Cxxxy-x)u xxx 1021 EX15TINC7 ROOF RAFTERS, PROTECT IN PLACE, UO Z22 26 EX15TIN& CEILING JOISTS, PROTECT IN PLACE. 5ILL STRIP i9 r 19 19 @ SPECIAL SHEARNALL TO ROOF, SEE DETAIL NO. 5, SHEETS XX 2X4 PUP-LIN STRUT 046" 0.0, ENLAR6Ep MAX. 45 DEC,. ANGLE, ATTACH lie 1, KITCHEN, To Top PLATE WITH Az,3, SEE 4X4 POST AT HIP RIDGE INTERSECTION, SEE DETAILS NO. B s 0, SHEET A-1. AFTER SILL STRIP 15 IN PLACE, ATTACH JAMB STRIPS, (SIDE OF OPENIN6), AT LEAST 12" HIDE WITH INSIDE TAP FP(5E OF FLA5HIN& FLUSH V41TH EDGE OF WINDOW OPENIN&. - START JAMB STRIPS I" BELOW THE SILL STRIP CABINETS DETAIL Na. 'D", SHEET A-1. AND EXTEND JAMB 5TRIP5 12" ABOVE THE LOWER E06E OF THE HEADER, (TOP OF WINDOW OPENING). 17 NOT SHOWN(1 A3 25 4X4 HEADER. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — EXISTING NEW EXISTING STRUCTURE MASTER r STRICTURE 4X(b HEADER. HEAD STRIP BEYOND BEDROOM BEYOND 26 3 L 11 3-1/2" X 1-1/4" P5L HEADER. @ VRADE BEAM I, �­" , 2X& ON THE FLAT. 32 31 (3 lf NE WI/q FOOTING 6RI60E FOOTING 318" STRUCTURAL ONE PLYWOOD C 51,155ET, 51MILAR TO DETAIL NO. 2, BEAM 29 5HEFTS-5. - INSTALL "118"5TUCCO OVER SHEATHIN6. ------------------------ TION -SCALE 1/4"1 SEE DETAILS NO. 5 $ P, SHEET A-1, FOR POST TO RID(5E BOARD AND P05T TO f-011 TOP PLATE CONNECTION DETAILS. SECB-B Owner l Designer: 31 NEW CONCRETE FOOTING, SEE DETAILS NO. I AND 2,5HEET 5-2. 2x BLOOKIN6 32 NEW CONCRETE 6RAVE BEAM, SIMILAR TO DETAIL NO. 2,5HEET 5-2. CL EACH 51DE OF HEADER 4x HEADER > lu SEE DETAIL NO. 4, 5HEET5-2, FOR CONNECTION DETAILS. Signature: ROOF COVER SEE DETAIL NO. 5, SHEET 5-2, FOR CONNECTION DETAILS. U_ 34 MATERIAL < NEW 36" X 36" X 4" CONCRETE LANDIN6, SLOPE @2% AWAY FROM BUILDIN6. 15T-6224 5T-6224 UNDERLAYMENT 36 NEW HATER HEATER VENT PIPE. (50 L6. A.5.T.M. FELT) HEAR PANEL 37 NEW KITCHEN EXHAUST HOOD VENT PIPE. *PAM r--q (SEE PLAN) ROOF 38 NEW FURNAGE VENT PIPE. jo:� SHEATHIN6 DOUBLE 2X4 STARTER COURSE tA WINDOW r-.4 �0 ROOF COVER 2X SILL PLATE MATERIAL (6 A-' BLOGKIN& x ABBREVIATIONS:LEGEND SILL STRIP (E) EX15TIN(5 2" X 3" X 26 CA. F.F. FIN15H FLOOR GALVANIZED METAL F.G.FINISH ORADE APPLY A CONTINUOUS BEAD OF SEALANT TO THE BACK 5URFAGE5 OF THE WINDOW FLAN&E, THEN PLACE 5T-622411 5T-6224, -- -------- DETAIL NUMBER 0 THE WINDOW INTO THE ROU&H OPENIN6 WITH FLAN6155 OVER THE INSTALLED FLA5HIN6 STRIPS. AFTER DRIP ED6E, FIN15H F.O.F. = FIN15H OARA6E FLOOR ISM&etj WINDOW IS PLAGED, INSTALL THE HEAD FLASHIN& OVER THE WINDOW FLANGE. - THIS 15 ANOTHER STRIP OF COLOR COMPLIMENTARY ----------- SHEET NUMBER F.5. = FINISH SURFACE ;-4 FLA5HIN6 AT LEAST 12" HIDE. TO ROOFIN& MATERIAL. - --- --FT&. = CONCRETE FOOTING - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- DETAIL NUMBER &.D. &ARA(5E DOOR FASCIA TO THIS N.6. NATURAL &RADF C) MATCH EXISTIN& G 0 VS04 4 4_4 Q TRIM RAFTER TAILS ROOF PITCH TO MATCH EX15TIN6 lck1 C 2x4 BLOCKIN& ST-6224 TIE STRAP - I.C.C. - ER-5672 EACH SIDE OF SILL PLATE INSTALL OVER!5HEATHIN& 50 AS NOT TO INTERFERE WITH BOUNDARY NAILIN6 E A V E F k Z013MIN"G 'DETAIL SHEAR' TRANSFER AROUND" WINDO"'WS 0 U '-r--4 NO SCALE NO SCALE G 120" 411 cl� B GM5T OR CS PER PLAN. END NOTE.- STRAP MAY BE PLACED C) 7 26 &A. (5.1. VALLEY PER PLAN OVER OR UNDER PLYWOOD PER PLAN ANG7LE CVT POST TO 00 ROOF COVER FLA5HIN6, INSTALL STRAP. MATCH HIP RAFTER. r__4 MATERIAL PER MFO. INSTALL INSTRUCTIONS A 61 STRUT TO C'4 ► INSTALL SIMPSON T5-CI TIE R.R. WIT H FOUR h, STRAP * EACH OF HIP MAKE 1/2 LAP CUT IN 160 NAILS. - TYP. U) 'L -4 RAFTER TO POST ATTACH STRUT ONLY, ATTACH SIMILAR TO DETAIL O's WITH EIGHT IOD NAILS STRUT TO PURLIN WITH AT SECTION B-B, 4 . EACH PIECE. TYP. TWO 160 NAILS. TYP. THIS SHEET. 5TARTIN6 AT THE BOTTOM OF THE WALL, LAY WATER-RE515TANT PAPER (CRAVE P) UNDER THE 511-1-5TRIP, U CUT ANY EXCE55 PAPER THAT MAY EXTEND ABOVE THE SILL FLANGE ON EACH51DE OF THE OPENIN6. fi E IN5TALL5UGGEEPIN6 GOUR5E5 OF PAPER OVER JAMB AND AND HEAD FLAN6F5 IN 5HIN6LE-BOARDCd r" FASHION, PAPER SHOULD RUN CONTINUOUSLY OVER HEAD WITH NO SPLICES ABOVE WINDOW. - INSTALL TWO .40 yo LAYERS OF &RADE P PAPER. — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — OPEN WWI It 2X& PURLIN NOTE: C.B.G.5ECTION 1402.2 CALLS FOR FLA5HIN& OF ALL EXTERIOR OPENIN65 EXPOSED TO HEATHER TO MAKE THEM HEATHER PROOF. - SINGE G.B.C. DOES NOT OUTLINE PROCEDURES FOR WINDOW FLASHING, ROOF 08 THE ABOVE TECHNIOUE5 SHOWN HERE ARE RECOMMENDED. - USE "MO15TOP" FLASHIN6 BY FORTIFIBER RUBBER SHEATHIN6 0 5ELF 5EALIN& 0 P4 Date: CORP., ER-1025, Mr-6. DATA SHEET ATTACHED), OR EQUAL WHENEVER PO!55IBLF FOR FLA5HIN& MEMBRANE SHEETUNDER to 06/10/2005 MATERIAL. - CAULK BACK OF WINDOW FRAME BEFORE 5ETTINe. - FLA5HIN& SHALL BE INSPECTED AND FELT. -GAF "STORM APPROVED BY BUILPIN6 OFFICIAL PRIOR TO IN5TALLIN6 THE TWO LAYERS OF 6RADE D PAPER ON 6I)ARD", ER-5455, DrawnBy: Harold Clift EXTERIOR HALL5. - INSTALL FLA5HIN& AS DIRECTED BY BULDIN& OFFICIAL IF DIFFERENT THAN 5IMP50N A25BOTH SIDES P5L MF6. DATA SHEET ATTACHED), 3-1/2" X q-1/2" FSL HEADER HEAVER, ATTACH WITH E*HT image CAD Service SHOWN ABOVE. OR EGUIVALENT, 565" HIDE. HEADER PER PLAN IOD NAILS EACH PIECE. (7t4) 283-1650 AVAILABLE LOCALLY AT: M015TOP FLA5HIN& AVAILABLE LOCALLY AT: WHITECAP CONSTRUCTION SUPPLY, 1-7255. RITCHEYST., SANTA PROVIDE FLAT BLOCKING PROVIDE STRAP NAILING TO Scale: 51mpson Strong -Tie HOME DEPOT. ANA, CA, C12105 - TEL: ('714) 255-3500 -- FAX: ('714) 255-325cf. -- THOMAS BRO5. MAP b2q-Je>As Noted 65, CM5T TIE STRAP SPACED NAILS ALON6 END To 5PACIN6 PROVIDED AT y ER-5612 LENGTH 'L' END OF STRAP. W -rA A ION'000"" W F LAS H I mN'G DE I AIL VALLEY FLASHING ["J"ETAIL SHEAR C"U"NTINUITY KING POSTAND PURLIN DETAIL A=3 NO SCALE E NO SCALE D NO SCALE B NO SCALE F Sheet 5 OF 9 SHEETS ---------- 410 11 FARI 404_x 9&11M�F�j plr Indicates Weather Resistant Gover On Outdoor Outlet. Switch @45" Above Floor U.O.N. . ......... 5 1" SNitch @45" Above Floor U.O.N. Dimmer Switch (g45" Above Floor U.O.N. Junction Box For V Suspended Light Fixture. =E)= Power Receptacle @ +12" Above Floor U.O.N. HOV Duplex Receptacle 9 +12" Above Floor U.O.N. Fz;l 60 amp Weather Resistant Air Gonditioner Disconnect --- ------- U. L. Listed For Gontoct With Insulation Incandescent Rec_e55ed Light Fixture gGefling U. L. Listed Fluorescent Recessed Light Fixture gGoiling, See, Keynote, No. 1cf. U. L. Listed For Gontoct With Insulation Fluorescent recessed Light Fixture @Geilinq, Suitable For Net Areas. Nall Mounted Incandescent Light Fixture. Outdoor Dual Flood Light Fixture. . .... ... -------- "W Telephone, Jack @12" Above Floor U.O.N. ------ ---- f\i'­Signal 120V. U.L. Listed Smoke Detector With Battery Backup. See Attached Monufocturer'S, Data Sheet and Note, #C1 Below. Optional 120V. U.L. Listed Garbon Monoxide Detector @72" Above Floor With Battery ._5ocky Door Chime Push Button (9+45" U.O.N. Door Ghlmos (1) - ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL CODES, RULES, AND RE&ULATION6 OF &OVERNIN& A6ENGIES AND SHALL COMPLY WITH THE REQUIREMENTS OF THE 5ERVIN& POWER AND TELEPHONE COMPANIES. (2) - PROVIDE U.FE.R. 6ROUtVIN& METHOD FOR &ROUNDIN& GONPUCTOR,5EE ATTACHED UFER DATA 5HFET. (5) - ALL EQUIPMENT INSTALLED OUTDOORS AND/OR EXP05ED TO THE HEATHER SHALL BE HEATHER PROOF. (4) - RECEPTACLES PROVIDED IN &ARA&E MUST BE A MIN, OF 24" APART FROM INTERIOR RECEPTACLES. (5) - ELECTRICAL CONTRACTOR SHALL ACCEPT RESPONSIBILITY FOR ELECTRICAL FIXTURES AFTER DELIVERY TO HIS REPRESENTATIVE. (b) - COUNTER TOP OUTLETS IN KITCHEN ARE REQUIRED TO BE ON DEDICATED 20AMP 6.F.I. PROTECTED CIRCUITS WITH MAX. 2 OUTLETS PER CIRCUIT (7) - COVER PLATES ON ALL 6,.F.G.J. PROTECTED OUTLETS SHALL BE LABELED PROTECTED". 0) - ALL NEW OUTLETS IN BEDROOMS ARE REQUIRED TO BE ON A.F.C.I. (ARC FAULT CIRCUIT INTERRUPT) PROTECTED CIRCUITS. - BECAUSE A NEW ELECTRIC SERVICE 15 TO BE INSTALLED, USE A.F.G.I. BREAKERS FOR ALL EXISTING BEDROOM OUTLET CIRCUITS. (ci) -SMOKE DETECTORS ARE REQUIRED, SECTIONS 310A.1.2. - SMOKE DETEOTOR5 SHALL BE INTERCONNECTED 50 THAT WHEN ANY ONE DETECTOR 15 ACTIVATED, THE ALARM SHALL SOUND IN ALL 5LEEPIN6 AREAS, SECTION - INSTALL DETECTORS ON WALL ABOVE DOORWAYS 0+6a" TO CENTER. - SEE PLAN FOR LOCATIONS. INSTALL DETECTOR AT HALLWAY ON CEILING. (10) - OPTIONAL CARBON MONOXIDE DETECTOR, MANUFAGTURER5 INSTALLATION INSTRUCTIONS STATE THAT DETEGTOR5HOULD NOT BE INSTALLED WITHIN 12" OF GEILIN6 OR WITHIN 12" OF FLOOR. INSTALL @+-12". (11) - ELECTRICAL CONTRACTOR SHALL INSPECT AND REPAIR OR REPLACE ANY WIRING, OUTLETS, OR 5HITOHES THAT ARE FOUND TO BE UNSAFE, NOT FUNCTIONING CORRECTLY, OR NOT IN COMPLIANCE WITH CURRENT CODES. IN THE EVENT ANY ALUMINUM WIRING IS DISCOVERED WITHIN THE HOUSE DURING CONSTRUCTION, ELECTRICAL CONTRACTOR SHALL REPLACE IT WITH THE CORRECT SIZE COPPER HIRE. _4' H.V.A.C,. Register in Wall (9+cIO" to Center, Adjustable, + H.\I.A.C,. Register gC_.,oiling, Adjustable Set Back Type, Thermostat (g)+54" to Genter 1. INSTALL NEW CENTRAL HEATIN6/AtR CONDITIONING SYSTEM AND HVA0 DUCTS. 2. HVAC DUCTS MUST BE INSTALLED, THE USE OF BUILDIN& GAVITIE5 AS PUCT5 15 NOT ALLOWED. 5. HVAC DUCT SYSTEM OPFNIN65 MUST BE SEALED WITH MASTIC, TAPE, AER050L SEALANT, OR OTHER DUCT CLOSURE SYSTEM THAT MEETS THE APPLICABLE REQUIREMENTS OF UL-151, UL-IbIA' OR UL-18113. THE TAPE AND MASTIC MUST BE LABELED UL-le5l. THE USE OF CLOTH BACKED RUBBER ADHESIVE DUCT TAPE 15 NOT ALLOWED. k-+ Exterior Hose Bib For &o5 Gonnect ion Dos Volvo, 5Izo Noted on Plan. - cAs-Schedulo 40 block steel pipe for gas, Size noted on pion. _C0Lr>_Tqpe L Gopper Pipe for Gold plater, Size noted on pion. -HoT-Type L Goppor Pipe for Hot plater, Size noted on plan. I - HVA6 EQUIPMENT, HATER HEATERS, SHOWER HEADS, AND FAUCETS GERTIFIE0 BY CALIFORNIA ENERGY COMMISSION, (CEO). A - HATER CLOSETS: lb GAL PER FLUSH E3 - 5HOHER HEADS: 2.5 6PM, CONTROL VALVE SHALL BE OF THE PRE55URE BALANCED OR THERMOSTATIC MIXING VALVE TYPE. G - LAUNDRY FAUCETS: 2.2 GPM, CONTRACTOR SHALL INSTALL HATER HAMMER RESISTORS FOR HA5HIN6 MACHINE TO ABSORB HIGH PRESSURES FROM QUICK AGTIN6 VALVES, SECTION bOcLIO. 0 - SINK FAUCETS: 2.5 6PM, CONTRACTOR SHALL INSTALL HATER HAMMER RE515TOR FOR DISH WASHER TO ABSORB HIGH PRESSURES FROM QUICK ACTING VALVES, SECTION 64qJ0. 2 - EXTERIOR HOSE BIBS SHALL HAVE APPROVED BACK -FLOW PREVENTION DEVICE. 3 - HATER HEATERS SHALL BE ANCHORED OR STRAPPED TO THE STRUCTURE, SECTION 510.5. 4 - INSTALL ONE INCH THICK PIPE INSULATION ON HOT HATER PIPIN6. 5 - CONTRACTOR MAY USE "PEX", (CROSS -LINKED POLYETHYLENE), TUOIN6 (IGE30 ER-52&1, DATA SHEET ATTACHED), IN LIEU OF TYPE "L" COPPER PIPIN6. - VERIFY REQUIREMENTS, IF ANY, WITH BUILPIN& OFFICIAL. - SEE KEYNOTE NO. 2q FOR SUPPLIER NAME AND ADDRESS. Electrical Symbol Abbrevlatlon5: (E) - Existing U.C.L. - For Under Cabinet L.V. Light Tron5former5 A.F.I. - Arc Fault Circuit Interrupt 6.F.I. - 6rovnd Fault Circuit Interrupt O.S.L. - Over Sink Light D.N. - Pl5h Washer G.D. - &arbctqe Vlspo5al O.L. - General lighting N.5.E. - Hater Softening Equipment 0 EX15TIN& &A5 ME -TER AT CURB TO REMAIN, PROTECT IN PLACE. EX15TINO ELECTRIC METER TO BE REMOVED, REPLACE BREAKS "K; PANEL ON INTERIOR OF 6ARA&E WITH NEW 60 AMP GENTER LUG PANEL, (FOR EX15TIN6 CIRCUITW, INSTALL A.F.I. 5REAKER5 FOR EXISTING BEDROOM CIRCUITS, IN5TALL,5.F.I. BREAKER FOR EXI',iTlWv BATHROOM CIRCUITS. VERIFY 6ROUND CONDUCTOR FOR ALL EX15TIN6 CIRCUITS, REPLACE WIRING AS NEEDED.- CONNECT Al_i_ NEW CIRCUITS TO NEW 200 AMP SERVICE. QNEN 200 AMP ELECTRIC SERVICE, INSTALL UFER 6ROUND, SEE ATTACHED UFER DATA SHEET, SEE FOUNDATION PLAN, SHEET 5- 2, FOR LOCATION. r4 -) INSTALL OUTDOOR PART OF NEW AIR CONDITIONIN&S'r5TEM IN 1-H15 ' APPROXIMATE LOCATION, MIN. 12" FROM HALL. EX15TIN& OA!e, WALL HEATER TO BE REMOVED, REMOVE OR CAP IN PLACE EX15TIN& 6A5 LINE, INSTALL 112" DRYWALL. INSTALL NEW 50 OAL. 6AS HATER HEATER ON lV'H1&H PLATFC'RM, SECURE FOR SEISMIC REGUIREMENT5, SECTION 510,5, 5Ue6F5TEr? 50 &AL MODELS: WATER HEATERS MANUFACTURED BY AMERICAN HATER HEATER CO. (b YR. WARRANTY: 1`661-50T50-4NOV. - E.F.=0.55. (b YR. WARRANTY: F662-50T40-3NOV. E.F.=0.62. q YR. WARRANTY: 1`6111-50T40-5NOV. E.F.=058. 12 YR. WARRANTY: F&122-5OT40-3NOMV. - E.F.=0.02. A DIFFERENT BRAND -OR MODEL MAY BE USED PROVIDED E.F. IS 0.58 OR WGHER. MIN. E.F., (ENERGY FACTOR), MUST BE 0.58 OR HIGHER IN ORDER TO COMPLY WITH CALIFORNIA TITLE 24 REQUIREMENTS, HATER HEATER AND PLUMBING SUPPLIES AVAILABLE LOCALLY AT. PLUMBIN& 4 INDUSTRIAL SUPPLY GO. 615 E. NA5HIN6TON AVE. SANTA ANA ' CA, 12706 THOMAS BROS. ORAN&E COUNTY MAP P>2q-F2 TEL: (114) 543-q201 ROUTE 4" DIA. DRYER EXHAUST VENT PIPE UNDER HATER HEATER PLATFORM THROU&H WALL TO OUTSIDE AND INSTALL REGUIREEr BACK DRAFT DAMPER, SEE REAR, (EAST), ELEVATION, SHEET A­2. FOUR INCH PIA. PIPE MAY BE RUN UP TO 14'-0" LON& WITH MAX. TWO ELBOWS, SECTION 5043. NEW LOCATION FOR EXISTIN& NA5HIN& MACHINE, LAUNDRY FAUCETS MAX. 2.2 &PM, - INSTALL METAL DRAIN PAN UNDER MACHINE AND RUN 3/4" DIA. DRAIN PIPE TO OUTSIDE. - CONTRACTOR SHALL INSTALL HATER HAMMER RE51STOR5 FOR NA5HIN6 MACHINE TO ABSORB H16H PRESSURES FROM QUICK ACTING VALVES, SECTION 60CLIO. INSTALL 5IN&LE LEVER NASHIN6 MACHINE DUAL SHUTOFF VALVE IN RECESSED WALL BOX, (OATLEY MODEL 5e5822 OF, EQUIV., AVAILABLE AT HOME DEPOT, 5KU#415-52cf), OR OPTIONALLY, (REGOMMENDEP), WATTS INTELLIFLON AUTOMATIC NA5HIN6 MACHINE SHUTOFF VALVE V41TH A20-1-5 LEAK5EN50R. MODEL A20-NB-MI NEW CONSTRUCTION TYPE WITH RECESSED WALL E30X UNIT. - SEE ATTAGHED MANUFACTURER'5 INSTALLATION AND OPERATIN6 INSTRUCTIONS. 5/4" ("&A5 COCK") SHUT OFF VALVE. - INSTALL VALVE NEAR FRONT INSIDE BASE CABINET READILY ACGF-551BLE FOR EMER&ENCY SHUT OFF PURPOSES. - INSTALL REDUCER AFTER VALVE, AS NEEDED, TO MATCH &A5 CONNECTION 51ZE ON STOVE. BATHROOM EXHAUST FAN 5HALL BE ON THE SAME CIRCUIT AND SNITCHED To&r=THr-P_ WITH BATHROOM PRIMARY Ll&HTiNq,. FAN SHALL BE CAPABLE OF MIN, 5 AIR GHANOF5 PER HOUR, SECTION 1203.3. - BATH ROOM VOLUME. 5'-0" X ll'-O" = 55 50. FT. X 5'-0" H16H = 440 CU, FT, X 5 CHAN&E5 = 2,200 GU. FT. PER HR. DIVIDED BY 60 MINUTES = 56.66 CU. FT. PER MINUTE MINIMUM FAN CAPACITY. @INSTALL NEW BATHROOM EXHAUST FAN. - CONNECT FAN TO EX15TIN6 BATHROOM LIGHTING CIRCUIT. - FAN5HALL BE ON THE SAME CIRCUIT AND SWITCHED T06FTHER WITH EX15TIN6 BATHROOM L16HTINC7. - FAN SHALL BE CAPABLE OF MIN. 5 AIR CHAN&ES PER HOUR, SECTION 12033. - BATH ROOM VOLUME. 5'-1" X -7'-&" = 3&A-7 50. FT. X V-01t H16H = 31116 CU. FT. X 5 CHANOE5 = 1,555.50 CU. FT. PER HR. DIVIDED BY 60 MINUTES = 25A5 CU, FT. PER MINUTE MINIMUM FAN CAPACITY. NEW 3'-0" HIDE MIN. 300 GFM KITCHEN EXHAUST HOOP WITH L16HT, EXACT MODEL TO BE SELECTED AND PROVIDED BY'HOMEOWNER. CONSULT MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR EXACT DUCT AND ELECTRIC OUTLET LOCATIONS. - ROUTE DUCT THROU6H ROOF. 14 LOCATION OF HVAG RE615TER5 SHOWN 15 APPROXIMATE, LOCATE AS NEEDED FOR BEST AIR CIRCULATION. - USE CARE NOT TO DAMAGE OFILIN6 IN EX15TIN6, AREAS THAT ARE TO OET NEE RE615TER5, - VERIFY LOCATIONS WITH HOMEOWNER. PRIMARY LlCvHTIN& IN NEW BATHROOMS 15 REQUIRED TO BE 15 FLUORESCENT, TITLE 24, SECTION 150(k)(2). 0 ELEC';-TRUCAL, & PLUMBINK03"" PLA'N- SCALE 1/41Y = 1 1-0" HATER CLOSET SPACE TO BE MIN. 50" HIDE V41TH MIN. 24" CLEAR IN FRONT OF TOILETSEGTION 2c`104. TOILET MAX. 1.6 GAL. PER FLUSH. EXACT MODEL TO BE 5ELECTED AND PROVIDED BY HOMEOWNER, 0 NEW VANITY, EXACT MODEL To BE SELECTED AND PROVIDED BY HOMEOWNER, SINK FAUCETS MAX. 2.5 6PM. NEW 5-0" ACRYLIC PRE -MANUFACTURED BATH TUB AND SHOWER ASSEMBLY WITH BUILT IN 5URROUINP, SURROUND SHALL EXTEND *MIN. 70" ABOVE DRAIN INLET TO COMPLY NITH5ECTION <50-7.1.3 AND 2512. - IF SHOWER DOOR 15 TO BE INSTALLED, TEMPERED &LASS 15 REQUIRED, SECTION 2406.4. EXACT MODEL TUB TO BE SELECTED AND PROVIDED BY HOMEOWNER. - SHOWER HEAP MAX, 2.5 6PM. SHOWER CONTROL VALVE SHALL BE OF THE PRESSURE BALANCED OR THERMOSTATIC MIXIN& VALVE TYPE. PRIMARY 1-1614TIN& IN KITCHEN 15 REQUIRED TO HAVE AN EFFICACY RATIN& OF MIN. 40 LUMENS PER WATT, TITLE 24, SECTION 150(k)(2). - INSTALL ELCO (2-7H 5ERIE-5) ro" COMPACT FLUORESCENT DOWN L16HT WITH H.P,F. BALLAST, SEE MF&. INSTALL IN5TR., MAINTAIN MIN. 12" INSULATION CLEARANCE. OPTIONAL PIMMINO BALLAST MOP EI-5- (SPECIAL DIMMER SNITCH REQUIRED, SEE MF&. INSTALLATION INSTRUCTION5). 13 WATT = EL27HF-13 lb WATT = EI-2-71­115D 26 WATT = EL2-1260 52 WATT = EL2*7H320 42 WATT = EL2-7H42D EXACT MODEL FIXTURE AND TRIM KIT TO BE SELECTED BY HOMEOWNER. - SEE DEALER INFO. BELOW. COMPACT FLUORESCENT DOWN LI6HT5 FOR KITCHEN AVAILABLE LOCALLY AT- LIGHT BULBS ETC. 658 N. TUSTIN ST. ORAN615, CA. cl2ei6-7 TEL. 014) 53.2-1410 FAX. (714) 532-6354 MAP: THOMAS BRO5.11q-J/3 OPTIONAL, INSTALL COLD HATER FAUCET IN RECE55ED HALL BOX U0 FOR ICE MAKER, DKITCHEN BASE CABINET WITH 5TORA6E, +36" FROM FINISH FLOOR TO COUNTER TOP. EXACT MODELS TO BE SELECTED AND PROVIDED BY HOMEOWNER. NEW 36' HIDE PANTRY CABINET, EXACT MODEL TO BE SELECTED AND PROVIDED BY HOMEOWNER. @NEN OVERHEAD KITCHEN CABINETS, EXACT MODELS TO BE SELECTED AND PROVIDED BY HOMEOWNER. NEW OVERHEAD CHINA CABINET WITH 6LA55 INSERTS IN DOORS, V4 EXACT MODEL TO BE SELECTED AND PROVIDED BY HOMEOWNER. 25 NEW 36,, HIDE STOVE. - 1N5T4kL TIP OVER BRACKETS AS DF_5CRI5EP IN MF6, INSTALL IN5TRUCTIQ NEW KITCHEN SINK, EXACT MODEL TO BE SELECTED. AND F'ROVIDFP; BY HOMEOWNER, SINK FAUCET MAX. 2.5 &.P.M ry @NEW 015H WASHER, EXACT MODEL TO SE SELECTED AND PROVIDED BY HOMEOWNER. CONTRACTOR SHALL 114STALL HATER HAMMER RE515TOR TO ABSORB HI&H;F VALVES, SECTION &Ocl.10, ';��RE55URE5 FROM QUICK ACTIN& EXISTING ATTIC ACCESS TO REMAIN, TH15 OPENIN& PROVIDES A0r_F56 TO ALL EXISTING AND NEW A -MG AREA5. PEX TUBIN6 AVAILABLE LOCALLY AT- TODD PIPE AND SUPPLY 00, 135q1 HARBOR BLVD. OARDEN &ROVE, GA. el2e,45 TEL: (114) 655-4442 FAX: (114) 551-010 13 Signature: P I '^ j. two 06/10/2005 Drawn By: Harold Clift linage CAD Service (714)283-1650 Scale- As Noted M I Sheet 6 OF 9 SHEETS STRUCTURAL MATERIAL SPECIFICATIONS GENERAL: CONCRETE: 1. Construction shall conform to the 2001 1. Compressive strength 2500 psi at 28 days. - California Building Code. 2. Conform to A.C.L 318-95. 2, Connectors and hardware - Simpson 3, Ready Mix concrete shall comply with ASTM C-94 Company or Equal. 4. Cement shall conform to ASTM C-150. - TYPE V. FRAMING LUMBER: 5. Aggregates -AS TM C-33. 6. Concrete and associated construction shall 1, Framing Lumber shall be Douglas Fir, conform to C.B.C. Chapter 19. 2. Wood framing shall comply with C.B.C. MASONRY: Chapter 23, WCL1B and grade stamped 1. Units shall conform to ASTM C-90-90 Western Wood Products Assoc. meeting 2. Grout shall be 2500 psi at 28 days, PS20-94 standards. Mortar type M. 3. Lumber grades : Douglas Fir 6"beams and pasts.................#1 4.. 4. Masonry snail comply with C,B.C. Chapter 21. ' ,foists, rafter, 4" beams.. .......... #2 5, Masonry strength f m = 1500 psi. Studs..,...., stud grade" or.., ... #2 STRUCTURAL STEEL: PLYWOOD: 1. Structural steel shall conform to the following: Wide flange shapes ............. ASTM A992 1. Comply with American Plywood Assoc. TS shapes .................. ASTMA500, Grade B Performance standards APA PR -108 Pipe shapes ........................ ASTM A53, Grade B and PS 1-95, Douglas Fir. Other rolled shapes, Bars & Plates ..ASTM A36 2. OSS shall comply with APA standards REINFORCING STEEL: PS 2-92 and PRP 108. 3. Plywood and OSB panels shall have 1. Steel snail be ASTM A-615. Grade #5 bars or less ........ Gade 40 mp s for use. APA approval stamps ter #6 bars or greater .....,,. Grade SO NAILS: 2. Wire Mesh - WWM shall be ASTM A-185. PARALLAM PSL BEAMS: 1, Nails used In structural framing shall be common nails, all nails in contact with pressure treated wood shall be 1. Parallam PSL beams manufactured by "Trus Joist", stainless steel. A Weyerhaeuser Business, 200 E. Mallard Drive, Boise, Idaho 83706 - iCBO ER-4979, 2. Nailing shall be in compliance with table 23-11-8-1. See table 23-11-B-1, this sheet. 2. Beams shall be grade stamped DFIMOE (2.1X10). A certificate of conformance shah be given to the BOLTS: Owner or Contractor at the job site. 1, Anchor bolts inconcrete and masonry shall be MICROLLAM LVL BEAMS ASTM, A-307, or shall be galvanized, ASTM, A-153, 1. Microllem LVL beams manufactured by "Tres Joist", contractor shall take corrosion protection measures, A Weyerhaeuser Business, 200 E. Mallard Drive, see detail, sheet S-2. Boise, Idaho 83706 - ICBO ER-4979. 2. Plate bolting use 114" x 3" sq. washer: 3, Bolts in steel connections A-307, A-325, 2. Beams shall be grade stamped. A certificate of conformance shall be given to the Owner $ or Contactor at the Job site. N A I L I 1"Nill (03 Z`5' (0 �; H E D U L E 2001 C.B.C. TABLE 23-II-B-1 CONNECTION 1. -joist to sill or girder, toenail 5-Sd 2. bridging to -joist, toenail each end 2-Sd 5. 1" x 6" subfloor or less to each -joist, face nail 2-8'd 4. wider than III x 6" sub floor to each Joist, fare nail 5-Sd 5. 2" subfloor to joist or girder, blind 4 face nail 2-16d 6. sole plate to joist or blacking, tyypical face nailing sole plate to joist or blockin , dt braced wall panels 16d @ 16" ox- 3-16d per 16" -7. top plate to stud, end nail 2-16d S. stud to sole plate 4-5d, toenail or 2-16d, end nail a, dbl. stud, face nail 16d 0 24" o.c. 10. dbi. top plates, typ. face nail dbl. top plate, lop splice 16d ® 16" O.C. 8-16d 11. blocking between Joist or rafters to top plate, toenail 5-Sd 12. rim Joist to top plate, toenail 8d @ 16" ox- 15, top plates, laps 4 intersections, face nail 2-16d 14. cont. header, tNo pieces i6d c 16" o.c. along each edge 15. ceiling joist to plate, toenail 3-Sd 16. cont. header to stud, toenail 4-Sd 11. ceiling Joist laps over partition, face nail 5-16d I8. ceiling Joist to parallel rafters, face nail 5-irod Iq. rafter to plate, toenail 5-Sd 20. 1" brace to each stud 4 plate, face nail 2-Sd 21, 1" x 8" sheathing or less to each bearing, fare nail 2-8d 22. wider than i" x b" sheathing to each bearing, face null 5-bd 25. built-up corner studs 16d @ 24" o.c. 24. built-up girder * beams 20d @ 32 o.c. a top, bottom, $ staggered 2- 20d & ends $ 0 each splice 25. 2" planks 2- 16d @ each bearing 26. woad structural panels $ particleboarda subfloor * Wall sheathing ( to framing) n"$ less 6d3 "- 4" 8d 4 or bd s ada i iod4 or ads combination subfloor- underloyment ( to framing) " 4 less 6d 8d s l od 4 or Sd e 0 COMMON OR BOX NAILS MAY BE USED EXCEPT �i WHERE OTHERWISE STATED. NAILS SPACED a6" O.C. @ EDGE5, 12" O.C. @ INTERMEDIATE 5UPPORT5 EXCEPT 6" @ ALL SUPPORTS WHERE 5PAN5 ARE 45" OR MORE. FOR NAILING OF H00D STRUCTURAL PANEL AND PARTICLE BOARD DIAPHRA&M5 AND SHEAR WALLS, REFER TO 5ECTION5 2315.5.3 AND 2315.4. - NAiLS FOR HALL SHEATHING MAY BE COMMON. `.�•' COMMON OR DEFORMED SHANK. G4 COMMON. DEFORMED SHANK. CORROSION RESISTANT SIDING OR GA51N6 NAILS CONFORMING TO THE REQUIREMENT5 OF SECTION 2304.3. FASTENERS SPACED 3" O.G. @ EXTERIOR EDGE5 AND 6" O.C. @ INTERMEDIATE SUPPORTS. 21. panel siding ( to framing) � „ or less 6d e Sd e 28. fiberboard sheathing " No. II go, el 6d4 NO. 16 qoq No. II ga. No. Ib a, 241. interior paneling „ 4d to „ ad 11 CORROSION RESISTANT ROOFING NAILS NITH `7/16" DIA. HEAD AND 1-•1/2" LENGTH FOR 1/2" 5HEATHING AND 1-3/4" LENGTH FOR 25/32" 5HEATHING, CONFORMING TO THE REQUIREMENTS OF SECTION 2304.5. CORROSION RESISTANT 5TAPLE5 WITH NOMINAL WWI GROHN AND 1-l/8" LENGTH FOR 1/2„ SHEATHiN6 AND I-i/2 LENGTH FOR 25/32 " 5HEATHING, CONFOR.MIN6 TO THE REQUIREMENTS OF SECTION 2304.3. PANEL SUPPORTS 16" O.G. [20" O.C. IF 5TREN67TH AXiS iN THE LONG DIRECTION OF THE 10 PANEL, UNLF-55 OTHERNI5E MARKED]. - GASIN6 OR FINISH NAILS SPACED 6" O.G. ON PANEL EDGES, 12" O.G. a INTERMEDIATE 5UPPORT5. PANEL SUPPORTS is 24" O.G. - GA51 N6 OR 11 FINISH NAILS SPACED 6" O.G. ON PANEL ED6E5, 12" O.G. @ INTERMEDIATE SUPPORTS. N STANDARD SHEAR WALL SCHEDULE 0 MARK SHEATHING NAILS BLK'G. EDGES FIELDS 2nd FLOOR RAISED FLR. CONNECTION 16d SILL NAILS. SILL 2nd FLOOR RAISED FLR. CONNECTION LAG BOLTS. LTP4 CLIPS. MINIMUM SPACING. ANCHOR BOLTS ALLOWABLE SHEAR, PLF ALLOWABLE BOLT LOAD 2X SILL RETROFIT ALLOWABLE BOLT LOAD D1 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" 81' 2X 32" 5 8" @ 48" 87 - - - C1 7 8" STUCCO * NO 6" 6" 8" 2X 32" 5/8" @ 48" 180 216 - - P9 3/ 8" STRUC 1 PLY 8D YES 6" 12" 6" 2X 16" 5 8" @ 32" 220 315 - - P10 3/8 STRUC 1 PLY 8D YES 4 12' 4 It2X 12 5/8" @ 24' 320 420 - - P11 3 8" STRUC 1 PLY 8D YES 3"** 12" 3X 3 8" X 6" @ 8" 12" 5/8" @ 16" 410 570 5/8"@12" 531 P12 3 8" STRUC 1 PLY 8D YES 2"** 12" 3X 3 8" X 6" @ 8" 8" 5 8" @ 16" 530 570 5 8"@12- 531 P13 3 8" STRUC 1 PLY 8D YES 4"** 12" 3X 3 8" X 6„ @ 8" 8" 5 8" @ 12" 640 760 NOT ALLOWABLE TWO SIDES S1 15/32" STRUC 1 10D YES „ 6 ** 12"f 4» 3X 5/16>r X 6}s @ 16» » 16 5/8'> @ 32" 340 570 5 8s @18» 395 $2 15/32" STRUC 1 10D YES 4"** 12" 3X 5j16'" X 6" @ 12" 12" 5j8" @ 24" 510 760 5 8"012" 590 S3 15/32" STRUC 1 10D YES 3"** 12" 3X 5/16" X 6" @ 8" 12" 5/8" @ 16" 665 1140 5j8"@12" 590 S4 15 32" STRUC 1 10D YES 2"** 12" 3X 5/16" X 6" @ 6" 8" 5 8" @ 16" 870 1140 NOT ALLOWABLE S5 15/32" STRUC 1 10D YES 4"** 12" 3X 3/8" X 6" @ 8" 8" 5/8" @ 12" 1070 1520 NOT ALLOWABLE TWO SIDES OTHER CALL OUTS PREVAIL * 16 GA. STAPLES ** 3" STUDS REQUIRED AT EDGE NAILING. �*** EXISTING 2X SILL RETROFIT PROJECTS WITH SHEAR WALL CAPACITIES LESS THAN 600 PLF REQUIRE 50% REDUCTION IN ALLOWABLE BOLT CAPACITY. 1 STUCCO OVER PLYWOOD -- NOTE: DOUBLE PAPER (GRADE D) OVER SHEAR -- RECOMMEND 3X RIM/BLOCK AT LAGS. SHEARWALL NAILING SHALL UTILIZE COMMON NAILS OR GALVANIZED BOX, (TABLE 23-11-1-1). n I S4 MATERIAL VIMEN51ON5 (INCHE5) FASTENER5 MODEL NO. BASE B ANCvy HOR MACHINE 6A. A. GA HB 55 H CL BOLT BOLTS VIA, QTY. VIA. HD2A 7 12 4-q/I6 2-1/2 6 1-7116 5/6 2 5/6 HD5A 3 IO 5-1/4 3 q-1/16 2-5/16 5/6 2 014 HD6A 3/6 7 6-5/16 5-1/2 11-1/16 2-1/1b 7/8 2 VeI HD5A 3/6 7 6-$/16 3-1/2 14-G/16 2-1/16 "1/15 3 ?/S HDioA 3/a 7 6-3116 5-1/2 16-Vib 2-1116 ?/a 4 7/5 I.G.C. ER-5'705 NOTES: I - "HB" 19 THE REQUIRED MINIMUM DISTANCE FROM THE END OF THE STUD TO THE CENTER OF THE FIRST STUD BOLT HOLE. - END V15TANGE MAY 13E INCREASED A5 NECESSARY FOR INSTALLATION. 2 - FOR HOLD DOH45, PER ASTM TEST STANDARDS, ANCHOR BOLT NUTS SHOULD BE FIN_ -DER TiCMT PLUS 1/5 TO 1/2 TURN WITH A HRENCH, WITH CONSIDERATION &IVEN TO POSSIBLE FUTURE HOOV SHRINKA. GARS SHOULV BE TAKEN NOT TO OVER TORQUE THE NUT. - USE A STEEL NYLON LOCKING NUT OR A THREAD ADHESIVE ON THE ANCHOR BOLT, NO NA5HER IS REQUIRED. HOLD DOWN TO ANCHOR BOLT SCHEDULE: HOLD DOWN, MONO POUR: (FT&) TWO POUR: (FTC) HV2A 55TBI6 241" 55T520 50. HV5A 55TB16 24" 55TB20 50" HD6A 5ST828 36" 55T554 42" HV6A 55T828 36" 55T554 42" HVIOA 55TB26 36- 55T554 42" (HP) I.G.C, ER-5109 --- (55T8) I.C.C. ER-41435 iMPSON "HD" SERIES HOL DOWN SIZES NO SCALE MODEL NUMBER (PHV*F-SD93 = SCREWS tWL.) 6,A. DIMENSIONS (INCHES) FASTENERS H W CL ANCHOR BOLT VIA. QTY. SD5 1/4" X 3" 50REN5 PH02-5vea 14 q-5/16 5 i-3/6 5/6 t0 PHD5-SV53 14 II-qA6 $ I-3/8 5/8 14 PHD6-5D53 12 15-13/16 5-1/6 1-5/5 7/8 18 PHV6-5055 10 1?-3/ib 8-I15 1-5/8 ?15 24 I.C.C. ER-5328 NOTES: I - FOR HOLD VOWN5, PER ASTM TEST STANDARDS, ANCHOR BOLT NUTS SHOULD BE FINER TI&I4T PLUS 1/5 TO 1/2 TURN NITH A WRENCH; WITH CONSIDERATION 61VEN TO P45518LE FUTURE HOOD 5HRINKAGE. CARE SHOULD BE TAKEN NOT TO OVER TORQUE THE NUT. - USE A STEEL NYLON LOCKING NUT OR A THREAD ADHESIVE ON THE ANCHOR BOLT, NO HASHER 15 REQUIREV. HOLD DONNt MONO POUR: (FT6) TNO POUR: (FTC) PHV2 55T5ib 24" 55TB20 30" PHV5 55T816 24" 55T82O 30" PHD6 SSTB28 36" SSTB34 42" PHD6 SST826 56" 1 SST554 42" (PHD) t:C.C. ER-5328 --- (SSTB) I.G.C. ER-4g35 F`HV5 SHOY4N, OTHERS SIMILAR. SIMPSON NO SCALE \ii/ Ee iDEL )MBER PLATE SIZE NOTCH WIDTH :P518 2X4 < 5-1/2" :PS22 2X6 < 5-1/2'" :P528 2X4 < 12" rie 555-T GENERAL: (1) - THIS PROJECT SHALL COMPLY WITH THE 2001 CALIFORNIA CODE, (2001 GBG, CMG, CPC,, GEC). (2) - CONSTRUCTION INSPECTION PER THE 2001 EDITION OF THE CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE. (5) - PER CALIFORNIA CODE OF REOULATION5, TITLE 16, DIV15ION 5, ARTICLE 1, SECTION 411, PARAGRAPH E, ENGINEER'5 SEAL AND 51GNATURE MAY BE APPLIED TO THE DOCUMENTS ELECTRONICALLY. CARPENTRY: (1) - ALL DIMENSIONS ARE TO FACE OF STUDS OR TO GENTERLINE OF (OR OTHER STRUCTURAL MATERIAL OR SURFACE) UNLESS OTHERN15E SHOWN OR NOTED. (2) - STUDS, JOISTS, RAFTERS, FOUNDATION PLATES, OR SILL PLANKING 2" OF MORE IN DEPTH, BEAMS, 5TRIN(5ER5. P05T5 , STRUCTURAL 5HEATHIN6, AND 51MILAR LOAD BEARING MEMBERS SHALL BE AT LEAST MINIMUM 6RADE5 SET FORTH IN THE CURRENTLY ADOPTED VER51ON OF THE CALIFORNIA BUILDING CODE. (3) - SIZES NOTED AND REFERENCED IS NOMINAL SIZE. SEE PLANS FOR NET SIZE WHEN SPECIFIED. (4) - PROTECTION A6AIN5T DECAY AND TERMITES. (5) - ALL FOUNDATION PLATES OR 51LL5 AND SLEEPERS ON A CONCRETE OR MASONRY SLAB, WHICH 15 IN DIRECT CONTACT WITH EARTH AND SILLS WHICH REST ON CONCRETE OR MASONRY FOUNDATIONS, SHALL BE PRESSURE RATED WOOD OR FOUNDATION GRADE REDWOOD. ALL SHALL BE MARKED OR BRANDED BY AN APPROVED A6ENCY. (6) - ALL BOLT HOLES SHALL BE DRILLED 1152" TO 1116" OVERSIZED. 0.1.2.1, Icil NDS), COLUMNS AND POSTS: ALL WOOD COLUMNS AND P05T5 SHALL BE FRAMED TO TRUE AND BEARIN65. SUPPORTS SHALL BE DE51ONED TO HOLD THE COLUMN OR POST SECURELY IN P051TiON AND TO PROTECT IT'5 BASE FROM DETERIORATION. P05T5 OR COLUMNS OF TREATED WOOD OR OF FOUNDATION GRADE REDWOOD OR CEDAR MAY BE PLACED DIRECTLY ON CONCRETE, SOLID MASONRY, OR GROUTED MASONRY. ALL FRAMING: (1) - 5PAGING OF STUDS 5UPPORTIN6 FLOORS AND 6EILiNG5 OR RAFTERS SHALL BE SPACED NOT MORE THAN 51XTEEN INCHES, (2) - ALL EXTERIOR AND INTERIOR WALL FRAMING SHALL BE PLUM WITH A TOLERANCE OF +/- I/6". (3) - CRIPPLE WALLS SHALL BE FRAMED OF 5TUD5 NOT LESS IN 51ZE THAN THE 5TUDDIN6 ABOVE, (OR BELOW), OR SHALL BE FRAMED OF 50LID BLOCKING. WHEN EXGEEDIN6 4 FEET iN HEIGHT, 5UGH NALL5 SHALL BE FRAMED OF 5TUD5 HAVING THE 51ZE REQUIRED FOR AN ADDITIONAL STORY. (4) - HEADERS FOR ALL OPENINGS 4 FEET WIDE OR LESS, (iN BEARING NALL5), SHALL BE PROVIDED WITH HEADERS CON5ISTIN6 OF EITHER TW0 PIECES OF 2-INCH FRAMING LUMBER PLACED ON EDGE AND SECURELY FASTENED T06FTHFR OR 4-INCH LUMBER OF EQUIVALENT CRO55 SECTION. ALL OPENING5 MORE THAN 4 FEET WIDE SHALL BE PROVIDED WITH HEADERS OR LINTELS. SUCH HEADERS OR LINTEL5 SHALL HAVE NOT LESS 2-INCH NOMINAL SOLID BEARING AT EACH END TO THE FLOOR OR BOTTOM PLATE, UNLESS OTHER APPROVED FRAMING METHODS OR JOINT DEVICES ARE USED. SEE PLAN FOR SIZE. (5) -- GUTTING AND NOTCHING BEARING PARTITIONS: - ANY WOOD STUD MAY BE GUT OR NOTCHED TO A DEPTH NOT EXCEEDING 2596 OF IT'5 WIDTH. GUTTING OR NOTCHING OF 5TUD5 TO A DEPTH NOT GREATER THAN 40% OF THE WIDTH OF THE STUD 15 PERMITTED IN NON BEARING PARTITION5 SUPPORTIN6 NO LOADS OTHER THAN THE WEIGHT OF THE PARTITION. FIRESTOPS. FIRE 5TOPPIN6 SHALL BE PROVIDED TO OUT OFF ALL CONCEALED DRAFT OPENIN65, (BOTH VERTICAL AND HORIZONTAL), AND SHALL FORM AN EFFECTIVE BARRIER AND SHALL BE USED IN 5PECIFiG LOCATIONS AS FOLLOWS: A - IN EXTERIOR AND INTERIOR STUD WALLS, AT CEILING AND FLOOR LEVELS. B - IN ALL STUD HALL5 AND PARTITIONS, €NCLUDIN6 FURRED SPACES, PLACED 50 THAT THE MAXIMUM DIMENSION OF ANY CONGEALED SPACE 15 NOT OVER 10 FEET. G - BETWEEN STAIR 5TRINGER5 AT TOP AND BOTTOM AND BETWEEN 5TUD5 ALONG AND IN LINE NITH RUN OF STAIR ADJOINING STUD HALL5 AND PARTITIONS. D - AROUND TOP, BOTTOM, 51DE5, AND ENDS OD SLIDING DOOR POCKETS. E - IN SPACES BETWEEN CHIMNEYS AND WOOD FRAMING, L005E NON-COMBU5TIBLE SUPPORTS, OR A METAL COLLAR TIGHTLY FITTED TO THE CHIMNEY AND NAILED TO THE WOOD FRAMING. F - ANY OTHER LOCATIONS NOT 5PEGiFICALLY MENTIONED ABOVE, SUCH AS HOLES FOR PIPES, SHAFTING, BEHIND FURRING STRIPS AND SIMILAR PLACES NHIGH COULD AFFORD A PA55AGE FOR FLAMES. 6 - FIRE5TOP5 MAY AL50 BE OF 6YP5UM BOARD, MINERAL NOOL, OR OTHER APPROVED NON-COMBUSTIBLE MATERIALS, 5EGURELY FASTENED IN PLACE. ONLY MINERAL WOOL 15 TO BE USED iN DOUBLE FRAMED COMMON NALL5. H - FIRE5TOP5 NHEN OF HOOD SHALL BE 2-INGH NOMINAL THIGKNE55. IF THE HIPTH OF THE OPENING 15 SUCH THAT MORE THAN ONE PIECE OF LUMBER 15 NECESSARY, THERE SHALL BE TWO THICKNESSES OF I-INGH NOMINAL MATERIAL WITH JOINTS BROKEN. Text of Section-705.2.2 Fire block construction. Fire blocking shall consist of 2 inches (51 mm) nominal lumber or tWo thicknesses of I --inch (25 mm) nominal lumber With broken lap joints or one thickness of 23/32-inch (15.3 mm) Wood structural panel With joints backed by 23/32-inch (18.3 mm) Wood Structural panel or one thickness of 3/4-inch (ici.l mm) Type 2-M particleboard With Joints backed by 3/4-Inch 09.1 mm) Type 2-M particleboard. Fire blocks may also be Of gypsum board, cement fiber board, batty or blankets of mineral or glass fiber, or other approved materials Installed in such a manner as to be Securely retained in place. Loose -fill insulation material shall not be used as a fire block unless specifically tested in the form and manner intended for use to demonstrate its ability to remain In place and to retard the spread of fire and hot gases. N0115 having parallel or Staggered studs for sound tron5mI55lon control Shall have fire blocks of batty or blankets of mineral or glass fiber or other approved flexible materials. TC I G AND B RI - PLATE DETAIL NO SCALE 2 NOTCHING AND BORING: ANCHOR BOLT HOLDER SCHEDULE: NHERE TOP PLATES OR 50LE PLATES ARE GUT FOR PIPES, A METAL TIE MiN. 0.058" THICK AND 1-1/2" HIDE SHALL BE FASTENED TO EACH PLATE ACRO55 AND TO EACH 51DF OF THE OPENING WITH NOT LE-55 THAN 51X 160 NAILS. SECTION 2320.11.7, NOTCHING AND BORING OF HALL5 SHALL COMPLY - , NITH 5ECTION5 2320.I1.q, AND 2320.11.10. - NOTCHING AND BORING OF JOI5T5 SHALL COMPLY KITH SECTION 2320.8.3. - SEE DETAIL NO. 2, TH15 SHEET. BOLT SIZE: ABS: ANG.HORMATE: 5/8" A85 5/6 - BLUE AM 5/6 - BLUE 5/4" N/A AM 5/4 - RED 7/8" AB5 ?/6 - GREEN AM 7/6 - &BEEN �A 2X6 FRAMING INSTALLATION 5HONN, GUT HERE FOR 2X4 FRAMING Simpson Strong -Tie Simpson Strong -Tie Anchor Mate with "55TB" bolt Anchor Mate Nith "I—` bolt and "AB,5'" Anchor Bolt Stabilizer SIMP ON ANCHOR BOLT HOLDERS 2 ' • 9 O Text of Section 2320.8.3: Joists shall be supported laterally at the ends and at each support by solid blocking except Where the ends of Joists are nailed to a header, band or rim Joist or to an adjoining stud or by other approved means. Solid blocking Shall not be less than 2 Inches (51 mm) in thickness and the full depth of Joist. Notches on the ends of Joists Shall not exceed one fourth the Joist depth. Holes bored in Joists Shall not be Within 2 inches (51 mm) of the top or bottom of the Joist, and the diameter of any Such hole Shall not exceed one third the depth of the Joist. Notches in the top or bottom Of Jol5t5 shall not exceed one Sixth the depth and shall not be located in the middle third of the span. Joist framing from opposite sides of a beam, girder or partition Shall be lapped at least 3 inches (76 mm) or the Opposing Joists shall be tied together in an approved manner. Joists framing Into the side of a Wood girder shall be supported by framing anchors or on ledger strips not less than 2 inches by 2 inches (51 mm by 51 mm). DRYWALL: (1) - THE DRYWALL CONSTRUCTION OF TH15 PROJECT SHALL BE IN ACCORDANCE H1TH TH05E APPLICABLE SECTIONS OF THE "HANDBOOK OF RECOMMENDED SPECIFICATIONS FOR LATHING PLA5TERING AND FURRING" OF THE NATIONAL FOUNDATION FOR LATHING AND PLASTERING, INC., AND SHALL CONFORM WITH CHAPTER 25 OF THE CURRENTLY ADOPTED VERSION OF THE CALIFORNIA BUILDING CODE. (2) - VERIFY WITH OWNER FOR BULL N05E CORNER5 IN TH15 PROJECT, IF ANY. (5) - ANY ADJACENT DAMAGE HORK SHALL BE REPAIRED WITHOUT COST OR INCONVENIENCE TO THE OWNER. (4) - 5HOHER WALL OVER BATHTUBS AND iN 5HONER ENCLOSURES SHALL BE APPROVED NONABSORBENT, HATERPROOF MATERIAL TO A MINIMUM HEIGHT OF 70-INCHE5 ABOVE DRAIN INLET. (5) - DRYWALL NAILING SHALL BE ACGORDIN6 TO JURISDICTIONAL REQUIREMENTS FOR THE TYPES AND THICKNE55 USED. ALL DRYWALL APPLICATIONS SHALL BE INSPECTED AND APPROVED PRIOR TO TAPING. DRYNALL AND PLASTER THICKNE-55 AND FINISH ARE SPECIFIED ON PLANS. NOTE: 50ME OF THE SIMPSON HARDNARE SPECIFIED IN TH15 PLAN 15 SPECIAL ORDER AND REQUIRE5 FOUR TO SEVEN DAY LEAD TIME FOR DELIVERY. VERIFY NITH LOCAL DEALER AS TO NHIGH ITEMS REQUIRE ADVANCE ORDERIN6. rrr E r 5/8" DIA. I �( "• r�' MUDSiLL A.B. SSTB28 SSTB28 °-1 MAX. � "FRONT" STAMPED , PRE -INSTALLED ti 2 P` r \ UTq�p Cj, �� � y } yr 1 HD48 HOLD DOWN P[�TE WASH R ON PLATE WASHER 'V © TOP OF r'r T CONCRETE I A A r r r r r i I 8 j ALL HREAD OD CO PLE NU 7 :r 7 i \ I i r T� r r WITNESS HOLES d VISIBLE FOR 1� � � � �; � � INSPECTI �1iE1�`i A -A k r . STRONG HALL ANCHOR (ls" „� x 12" AB a• ' µ Wf 7 MIN. CONCRETE < r' BEARING PLATE W/ BOLT TEMPLATES: EMBEDMENT ° a r € " a. a SDS 1/4 x 2 1/2" 48 H. S.H. USE - 5HT-48 ,Y e `. € 32" H. S.H. USE - SWT-32 ° 4 ' : ..'. SCREWS PROVIDED a ^ WITH WALL. 24" N. 5.N. USE - 5NT-24 22" N. S.N. USE - 5NT-22 ANCHOR BOLT lSi t11 to SEE DETAIL 3, N N TYPICAL TOP PLATE LAPS LICE DETAIL X N l8 H. S.N. USE - SHT-18 SHEET S-4. l6" N. 5.N. USE - 5NT-16 INTERIOR, USE SHTi-XX I.C.C. - PFC-5485 PANEL FORM, USE 5HTPF-XX I.C.C. - PFC-5485 STRONGWALL ANCHOR BOLT TEMPLATE IMP ON STRO G WALL SILL DETAIL (D NO SCALE UC I NO SCALE 4B LVL OR PSL BEAM SDS 1/4" X 6" SCREWS ---PANEL SHEATHING PERIMETER METAL U-CHANNEL 1/2" SHiM IS PROVIDED WITH WALL, BUT IS NOT REQUIRED. CUT MST-60 TIE STRAP IN HALF, INSTALL EACH HALF AS SHOWN, (10GA THICK STRAP REQUIRED), FIELD NAIL STRAP TO POST AND HEADER WITH TEN 16D SINKER NAILS AT TOP AND BOTTOM OF EACH STRAP. I.C.C. - PFC-5485 "x SIPSON STR N ALL TOE DETAIL NO SCALE 4� Mi Sheet 7 OF 9 SHEETS NOTE: "HID" SERIES HOLD DOWN SHOWN. SEE DETAIL NO. 6, SHEET S-1, FOR "HD" SIZES. SEE DETAIL NO. 6, SHEET S-1, FOR "PHD' SIZES. SEVEN 5052 BEND #5 REBAR AT 22-1/2 DEGREE SCREN5 BOTH SIDES. (SCREWS #5 REBAR ANC71-15, DRILL 5/6" HOLE MIN. 6" PROVIDED KITH @011 O.G. DEEP o 22-1/2 DEGREE ANGLE. SET COLUMN BASE). REBAR IN SIMPSON FT OR ETF EPDXY. MACHINE BOLTS, (HP), OR 5053 5--RE16*, (1`14D). 261-011 I.C.G. ER-4145. 5II-1P5ON 55T5 SERIES HOLD DOWN I" BUILT IN SIMPSON "HO" OR "PHO" HOLD DOWN: BOLT, SEE HOLD DOWN TO ANCHOR STAND OFF 12f-01' 141-011 SEE PLAN FOR MODEL t LOCATION. PLATE. -2 BOLT SCHEDULE IN DETAIL NO. 5, OR 6, TYP. P.T. SILL PLATE SHEET 5-1 FOR MODEL REQUIRED. SEE MIN, #4 REBAR HORZ., CORROSION PROTECTION MEASURES SIDE DETAIL, TH15 SHEET. COVER 6 A 3 3 1,004 11111110111111 BO#S REBAR TH NAi(5 ' 4A�-3 4J plo Of 4 3 L=(51-411 3 L--- ----------- 1-5/4" TYP. 10 3 2% OF EX15TIN6 10 MIL. 51mp5on C55044-5V'52 4---- - - - - - - - - - v- - ® - FOOTING V15OUEEN A NOTE- M 171 M mrr—M I W I 6 - PRIOR TO FOUNDATION POUR, V4ATER M M 2" COMPACTED I-1 HEATER 4--------------------------- z SECURE HOLD DONN BOLTSENOE SAND BASE —1 lu IN PLACE U51N& 5IMP50N I I ) 1.-0'. ANCHOR BOLT HOLDER. 5EE Poo 2 WINDOW DOORWAY ABOVE CLEAN FILL DIRT: - EO. MAX. 10% RELATIVE COMPACTION DETAIL NO. 3, 5HEET 5-1. IN 24" O.C. Ell 119 ---- I HOLD DOWN BOLTS MUST BE -------------------- I to I r-Ou #4 REBAR HORZ., TYP. SECURED IN PLACE PRIOR TO I FOUNDATION INSPECTION. 14/I I I REPRESENTS ALL NEW EXTERIOR INSTALL NEN UFER &ROUND 1. EO. MAX. 2 I'lWALLS SHEATHED WITH fib GLR. ELECTRODE, SEE ATTACHED 24" O.C. Q l 5TRUCTURAL ONE PLYWOOD REBA' CONNECTION DETA I L UFER DATA SHEET. 11101 -U2 SIMILAR, NO 32" O.C. SHEATHING, SEE 5HEARNALL ANCHOR BOLTS SCHEDULE, SHEET 5-1 FOR i NO SCALENAILING. 12" MIN. P9 SPECIAL SPECIAL I SHEARKALL SHEARNALL TO ROOF W OZ TO ROOF < 52" O.0. < 1 3 E 1 HOLD DOWN BOLT DETAIL 1 1-1 1 q8 DRILL 3/4" HOLE 6" DEEP IN EX15TIN6 FOOTING, S8- �3 01 1 V-S-.37 1 C) SET REBAR IN 5IMP50N ET OR ETF EPDXY. NO SCALE NO. 5 REBAR AT 0" LC�5.0. ER-4l:145. BOTH HAYS, CENTERED (D lab IN 4" GONG. SLAB, TYP. 9 L=5-5" L= -60 Y C) C 1 1 Kp 9 \p10/ 0 1 L A NO. 4 CONTINUOUS REBAR, 5EE DETAIL NO. I AND 2, TH15 SHEET. CONCRETE ESTIMATE: 5/8" X 12" L TYPE ANCHOR BOLT, MIN. EMBEDMENT NEW ADDITION = 1-7.34 CU. YD. 5IMP50N 5P 5/5 WASHER = T' SEE SHEAR WALL SCHEDULE, SHEET S-1, FOR NEW GONG. LANDING = 0.12 CU. YD. 61-XClNrv. - SEE CORROSION PROTECTION MEASURES THIS 15 AN ESTIMATE ONLY, 4 DETAIL, TH15 SHEET. 1 2 P.T. SILL PLATE CONTRACTOR SHALL BE Ij 4 RE5PON5113LE TO VERIFY. Ea. MAX. EO. MAX, --0-4 —0 24" O.C. 24" O.G. x 2 EX15TIN& < NEW FOOTINC, FOOTING FIN15H &RAPE U) #3 REBAR *151, O.C. — — - - - - - - - - - - ------------------------- 4 4 BOTH P4AY5 NOTE: 4 7 A 7A #4 REBAR HORZ., TT-P. PRIOR TO FOUNDATION ----------- z POUR, SECURE ANCHOR 4 4 (4)- 1 7* BOLTS IN PLACE U51N& i EX15TIN,5 di Z CONCRETE PAP VISOUEEN, SAND BASE, 5IMP50N MODEL "AM 5/e>" AND FOOTIN& L= -5.1 4 1 (01-011 AND FILL DIRT DETAILS ANCHOR BOLT HOLDER. TO PEMAIK 1 0 SAME AS NO. I ABOVE. 4 SEE DETAIL NO. 3, - -- ----- ----- --------- SHEET 5-1. 2� I q) - 4X4 POST 4X4 POST ANGHOR 501 T5 MUST r BE 5EGUREP IN PLACE ABOVE ABOVE r"Z' E B A R " uo'% U`- N NECTION Ur'%ETAIL \1 5 ;r) GLR. PRIOR TO FOUNDATION ROUTE MIN. #4 BARE 5 INSPECTION, b 6 NO SCALE COPPER INIRE IN EQ.MAX. �11110 WALL FROM NEW 24" O.C. Owner Designer: USE SIMPSON NR02 HIRE ELECTRIC SERVICE REBAR CHAIRS TO LOCATE (A) TO NEN UFER AND HOLD NO. 4 REBAR IN 12" MIN. 6ROUND ELECTRODE SIMP50N GE35044 PLACE. - TIE REBAR TO I.G.G. ER-5CI52 PRIOR TO THE CONCRETE CHAIR WITH WIRE TVqI5T5 Ft: it OUR. - =Dt:T/AiL- W.). b, FOUR #4 X 18 THIS SHEET. REBAR, BOTH NAY5. 21-011 FOOTING 51ZF5 PER C.B.C. TABLE &-4 %.;iivi ICXLUI W. (n NO. STORIES (A) (5) (6) (rl>) ONE 1211 1211 roll fbil TWO 1511 1511 -71t 2511 THREE 1 18" 1 24" 611 1 3211 J OPM4 r---4 ANCHOR BOLT TAIL NO SCALE =Q) A Wit-; C; Z 6 1/2 HEI&HT MIN. SIMPSON GE35044 j FOUR #4 X 185" L - L- -j -i REBAR, BOTH NAYS DOUBLE 2X TOP PLATE /511 611 (oil 641 SECTION PLAN VIEW DOUBLE 2X OR SINGLE 4X STUD SEE SHEET 5-1 FOR GONGRETE SPEGIFIGATIONS. 2X STUDS PUS"T FOOTHNG DETAIL DOUBLE 2X OR 5IN6LE 4X STUD 111 = 1 1-011 AS OF JANUARY, 2004 E.P.A. RULES NO LONGER ALLOW WOOD PRESSURE TREATED SCALE 1 GDX OR 5TRUC. ONE 5HEATHIN6, p WITH C.C.A., (CHROMATED COPPER ARSENATE), TO BE USED IN RESIDENTIAL CCU rh SEE SHEARNALL SCHEDULE, SHEET CONSTRUCTION. - THE REPLACEMENT TREATMENT, A.C.Q., (ALKALINE COPPER 5-1, FOP, TYPE AND NAILING. (Z dL Ab OUATENARY), 15 TWICE AS GORRO51VE. - CONTRACTOR SHALL TAKE CORRO51ON PROTECTION MEASURES A55HOV4N IN TH15 DETAIL. - ALL HARDWARE IN CONTACT MACHINE BOLTS WITH kqA5HERS, WITH A.C.G. P.T. WOOD SHALL BE GALVANIZED, (SIMPSON Z-MAXIHDO, OR ASTM INSTALL 3/8" STRUG. ONE PLYWOOD SHEATHING, OR SIMP50N 5053 SCREWS NAIL PER 5HEARNALL SCHEDULE ON SHEET 5-1. SEE DETAIL NO. ONE ABOVE. 00 'it A153). -ALL NAILS AND/OR SCREWS IN CONTACT WITH A.G.O. P.T. HOOD SHALL BE C) (E) WALL STUDS STAINLESS 5TEEL, (TYPE 304 OR 316). - THESE MEASURES ARE NOT NEEDED IF rM4 1:`4 5/0" THREADED ROD SECURED WITH 5IMP50N ET OR HOLD DOWN, SEE PLAN FOR FOUNDATION GRADE REDWOOD 15 USED IN LIEU OF PRESSURE TREATED WOOD. 0 (4 SIMP50N BF-5/5-5 HASHER ETF EPDXY. MIN. CURE TIME IS 24 HR. RECOMMEND MODEL AND LOCATIONS. SELF LOCKING NUT V41TH WASHER. LEGEND FOUN&ATION NOTES: ViAITIN6 48 HR. BEFORE TIGHTENING. cri (E) SILL PLATE ER-4c[45. 2X OR 3X P.T. SILL SIMPSON 5P-5/5-3, (5" 50. X 1/4"), MARIW-> PLATE I - WIDE LINES REPRESENT NEN FOOTIN65, REGULAR LINES REPRESENT :d r- AT ANCHOR BOLT9, ONLY, NOT USED AT HOLD DOWN EXISTING FOOTIN&5 AND WALLS TO REMAIN. ., j C) ,.4 0% EXISTING GONG. SLAB. BOLTS. c 1 N --------DETAIL NUMBER 2 - PROVIDE NOT LE55 THAN 5/5" DIA. ANCHOR BOLTS EMBEDDED MIN. -7" Omni "A" EMBEDMENT = 13-1/5", INSTALL HD5A ANCHOR BOLT5, 5EE DETAIL #2 ABOVE INTO CONCRETE OR MASONRY, MAXIMUM -O'l O.G.- MIN. 2 BOLTS PER M \.�X _-------SHEET NUMBER .0 .4 z OR PHD5 HOLD DOWN, SEE DETAIL AND 5EE5HEAR WALL SCHEDULE, PLATE, ONE BOLT NOT MORE THAN 12" OR LE55 THAN SEVEN BOLT NO. 11 TH15 SHEET. - SEE CORROSION SHEET 5-1 FOR 5PAGIN6. CONCRETE :2� INSTALL 4" X 4" SECTION OF SELF SEALING RUBBER DIAMETERS OF PLATE ENDS. SECTION 1506.6 AND 1506.6.1, SEE HOLD 0 < PRO FOOTING z MEMBRANE, GAP 5TORM&ARD OR EQUAL, BETWEEN DOWN AND ANCHOR BOLT DETAILS TH15 SHEET. -SEE 5HEARNALL PROTECTION MEASURES DETAIL, THIS HOLD DOWN BOLT5,515E (Z BEARING PLATE AND PRESSURE TREATED V40OV. f -I I --------DETAIL NUMBER, THIS SHEET 0 SHEET. - ABOVE. 5GHEDULE, SHEET 5-1, FOR 5PAGIN6. -6 1-5/4" (2X4 STUDIO) DETAIL NO. ONE 3 - SEE STRUCTURAL MATERIAL 5PECIFICATION5,5HEET 5-1, FOR z 2-5/4" f2X& STUDS) "B" EMBEDMENT = T', INSTALL SIMP50N INSTALL STAINLESS STEEL SLEEVE OVER BOLT CONCRETE AND 5PECIFIGATIONS. INHERE IT 15 IN CONTACT KITH P.T. PqOOD. SHEAR NALL5, SEE 5CHEOULE, SHEET 5-1. 010111111111 < BP-5/8-3 V4A5HER, FLAT NA5HER DEEPENED FOOTING IV' EACH 4 - THE GONTRACTOR SHALL NOTIFY BUILDING OFFICIAL PRIOR TO 5TARTIN6 5/6. BOLT, USE 5/4"MIN. 22, MAX. 16 6A. AND SELF LOCKING NUT. - SEE SIDE OF HOLD DOWN BOLT. -11el' DOLT, USE I.O.D. O.D. MIN. 22, MAX. 16 CA. EXCAVATIONS OR ANY GRADING WORK. PROTECTION MEASURES SEE FTC. SECTION OF HOLD OUT TUBING TO LE1,16TH EQUAL TO THICKNE95 0-1>1 CA CORROSION PP A -------- SHEARNALL TYPE 5 - EXTEND ALL EXCAVATIONS FOR FOOTINGS BELOW NATURAL GRADE. DETAIL, TH15 SHEET. DONN TO ANCHOR BOLT OF P.T. SILL PLATE. -------- 5HEARNALL LENGTH 6- FOUNDATION INSPECTION 15 REQUIRED PRIOR TO THE POURING OF ANY Date: SCHEDULE, IN DETAIL NO. 5 CONCRETE. - HOLD DOWN BOLTS, ANCHOR BOLTS, REBAR, AND WIRE TIES OR 6, SHEET 5-1 FOR DEPTH. HOLD DOWN OR ANCHOR BOLT, SEE FOUNDATION f SHALL BE FREE OF RUST, PAINT, AND ANY CORROSIVE CONTAMINANTS 06/10/2005 EX15TIN6 FOOTING PLAN FOR SIZE AND LOCATION. 0\2- PRIOR To THE POURING OF CONCRETE. - TH15 SHALL BE TO THE Dmwn By: D/W HOLD DOWN OR ANCHOR BOLT, DRILL 5/4" VIA, 5AT15FACTION OF THE BUILDIN6 OFFICIAL. - CONTRACTOR SHALL TAKE Harold Clift HOLE. - Wel" HOLD DOWN BOLT, DRILL I" Dik HOLE. CORROSION PROTECTION MEASURES FOR ANCHOR BOLTS, SEE DETAIL, Image CAD Service NOTE: SPECIAL INSPECTION REQUIRED. USE EXTRA CARE TO DRILL HOLE AS PRECISELY TH15 SHEET. (714) 283-1650 AS POSSIBLE AT CENTER POINT Of: BOLT. -7 - ALL FILL SHALL BE PLACED IN MAXIMUM ei" LAYERS AND COMPACTED SPECIAL IN5PEGTOR'S DUTIES ARE TO OE35ERVE DRILLING AND GLEANING OF ANCHOR BOLT HOLES, TO qO% DENSITY TO SUPPORT FOOTIN65. Scale: As Noted INSTALLATION OF 5IMP50N "ET" OR "ETFi'EPDXY, 5ETTIN6 OF ANCHOR BOLTS IN EPDXY AND To PROVIDE 8 - PROVIDE SURVEY STAKES PRIOR TO FOUNDATION INSPECTION TO CERTIFICATION TO CITY OR COUNTY BUILDING OFFICIALS THAT WORK VqA5 PERFORMED AS REQUIRED. VERIFY LOT LINES. A UT I ONG Fu"UND"'ATION PLAN' - SCALE 1/411 1 1-011 RETR"OFITANCHOR BOLT uETAIL jHEARWALL, DEEPENIEDFOOO" DETAIL NI- /0-N A.B. CORROSION PROTECTION DETAIL m2 NO SCALE �) 1 -7 1 NO SCALE 3 NO SCALE T.Q k-Sheet 8 OF 9 SHEEI ------ ---- -- ----- 5IMP50N L5TA36 v4511 O.C. BEND AS, SHOWN AND ATTACH P41TIll TEN 1OV NAILS EACH SIDE. Q - 1;-> - 0 SIMP50N "RP" RIPSE RAFTER CONNECTOR, ATTACH TO TOP OF RID&E BOARD Y41TH TWO IOP NAILS. ATTACH TO FACE OF RIDGE BOARD WITH TWO IOD X 1-1/2" NAILS, NAILS MAY BE SLANT DRIVEN TO AVOID INTERFERING WITH EACH OTHER, ATTACH "RR" TO ROOF RAFTER WITH TWO (OD X 1-1/2" NAILS EACH SIDE, NAILS MAY BE SLANT DRIVEN TO AVOID INTERFERIN& WITH EACH OTHER. WHERE SPLICE IN R1DCvE 130ARD OCCI)RS, INSTALL 5IMP50N TP5-1 TIE PLATE ON BOTH 51VE5, ATTACH WITH TEN. e0 X t-1/211 NAILS EACH HALF, EACH PIECE, STA66ER NAII-550 AS NOT TO INTERFERE WITH EACH OTHER. 0 (D 0 0 0 0 0 0 0 0 0 U 0 0 0 0 0 0 0 0 51mp5on 5tronq-Tie 0 L5TA36 -- ER-5671 RR ER-5656 MA RURDGE TIE S*%TK/-%F'% DETAIL NO SCALE 51mp5on Strong -Tie M5T48t - LC,.C. ER-56-72 W tjl z z z WW W SEE DETAIL NO. 5, TH15 SHEET FOR MST NAILING. TO P A PLATE MD ST TIE P DETAIL 1JO SCALE NEW NEW r-T<5. FTC. Simpson 5trong-Tie U-26, FS-5117 5AD" X 5'-4" HIDE COX OR 5TRUG, PSL HEADER TOP ONE PLYWOOD GUSSET. OFF RAMING NOTES: A-1 S-2 A-3 OF HM, PUSH 9 r3 5IMP50N U265 NITH TOP OF TOP A JOIST HANGER, A I E PLATE. SIMILAR :05 A-3 8-2 4 1 - TOP PLATE5 SHALL HAVE MIN. 45" LAP 5PLICE5. A-1 S-2 A-3 I rFN LSTA24 TIE STRAP NOT SHOWN, INSTALL R.R. AND BLOCKING AS SHOWN IN DETAILS NO. 5 SECTION 2520.11.2. - SEE DETAIL NO. -1,5HEET S-1. 7 < AROUND CORNER AT Typ. T E 3 S-2 A-1 AND 4, THIS SHEET. 2 - SEE FIRESTOP5 SECTION OF NOTES, SHEET 5-1, SIMILAR ALL SILL PLATES, X 9 FOR FIRE BLOCKING REOUIREMENT5. A-3 L=6i-011 5 SEE NOTCHING AND BORINGSECTION OF NOTES, BEND STRAP clo DEG. -1, FOR NOTCHIN6 AND BORIN& P 4X6 HDR, TOP 5X4 A-3 P10 SHEET 5 EGUIREMENT5. - AT CENTER AND NAIL J ATTACH 6U55ET TO TOP PLATE WITH !OD 4 -PLYWOOD ROOF SHEATHING SHALL CONFORM TO SECTION OF HDR FLUSH POST WIrH TOP OF t-I MIN. 51X 100 1"'I"';", o 2520.12A.5EE DETAIL No. 1, THIS SHEET. - BUDGET IL5 06' O.G. TOP PLATE. IQ PERMITTING, INSTALL RADIANT BARRIER ROOF Sl- NAILS BOTH WAYS. CCNTINLIG� MAY INSTALL OVER 5HEATHIN& ON ALL AREAS OF ROOF, EXCEPT GARAGE. FI I Vt. BOTT 00M SHEATHING, TYP. TOP PLATE (MANUFACTURER'S INSTALLATION IN5TRUCTION5 AND I.C.B.O. ER-56-71. 5PECIFIOATION5 ARE ATTACHED). - ROOF SHEATHING x (0 SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR 4 2 4X4 4X& G.J. — --- =-:', - TO INSTALLATION. - ROOF SHEATHING NAILING SHALL BE INSPECTED AND APPROVED BY THE BUILPINO 7 REPRESENT5 ALL NEN WITH 1 OFFICIAL PRIOR TO INSTALLING ROOF COVER MATERIAL. BOTTOM EXTERIOR NALL5 SIMILAR i 5 - ALL SHEET METAL HORK5HALL BE IN ACCORDANCE 5HEATHEV NITH 516" N 0 WITH THE LATEST EDITION OF THE "ARCHITECTURAL I -se 5TRIZ�TURAL ONE PLYP4000 5HEATHIN6, J: 2x6 G.J. @16" O.c- SHEET METAL MANUAL" OF THE SHEET METAL AND ....... 5EE SHEARNALL AIR GONDITIONIN6 CONTRAGTOR5 ASSOCIATION, INC,. -I 4x4POST P0-5T" ATTACH 6U55FT TO BOTTOM Aj C UA 5-1/2'X 9-1/2'p5L HEADER., 5CHEDULE, SHEET IIIIAI MM I W FO SM in �� ��6111111111 — — - =1111111-��Ilwlkv I roltAMINIZ i LJ 12 " O.G. NOTED. SEE FLASHING DETAILS, SHEET A-5. P 5LE A-3 BE TRIMMED AT AN AW T ADEP, 3-1/20 x 9-1/2' P5L CLEAR ROOF I . . . . . . . . . . . . . . . . . . . ATTACH GUSSET TO BOTTOM OF 4X6 C.J. WITH 100 NAILS @61' O.C. t2 A2>C67R.R, TTIC VENTILATION: a 2X6 R.R. *1611 O.C. Typ. C z C 4X4 HDR. --j - 4 I B A 4 Q 'TYP. C 7 n ATTIC, VENTILATION, PER SECTION 1505.5-. A-3 A-3 T I E OU" E"rA IL S-2 I A SEE EXTERIOR ELEVATIONS, SHEET A-2 FOP, GABLE AND ROOF VENT LOCATION5,5EE ROOF A-1 I T NO SCALE FRAMIN& PLAN AT R16HT FOR EAVE VENT 6"1, POST 8 LOCATIONS, BEL P10 MATCH ��,w 1 11 EX15TIN& ATTIC, AREA 1,364 50. FT. I 2X BLOCKING No—<p9ty 5X4 X,11 VENTING REQUIRED: 9.09 SO. FT. -------- - - - RNA SHEARY*,LL 2X R.R. @16' O.G. CL ROOF *` POST Z TO)ZOOF TO (1,364 50. FT, HIV. BY 150 q.Oq 50. FT) rA "'�E LA1.2x( , R.R. 0 1(,- O.C. 1 bit (4.50 + 3.00 + I.qb = q.48 59. FT.) 4, 2X6 G.J. *16"O.C. <I= MATCH (THREE EX15TIN6 VENTS (ol.50 EA. 4.50 So. FT) EXISTING NEW O.J. SIMPSON ATTACH T06ETHER VI"� C, LTP4 5670) (THREE ACTIVE VENTILATION PRODUCTS, INC., NINE 160 NAR 5- Ser- 2X6 J. 016 @161' O.G. - U.O.N. MODEL AV-14 ROOF VENTS @1.00 EA. = 3.00 50. FT.) ON SHEAR WALL REMOVE EXI!aiTIW5 SAVE J. AND ROOF FRAMING SCHEDULE (2" DIA. HOLES [0.021550. FT. EAJ AT EAVE X 5 P9 4f i I L i �;' HOLES PER VENT = 0.066 50. FT. PER VENT X Ici 2X& RtRLIN, SEE INTERFERING WITH NEY4 CONSTRUCTION. NEW PLACES PLUS 11 EX15TIN& PLACE-5 U I SECTION B-B,, 0 30 PLACES X 0.06(o Lcle? 50. FT. SHEET A-3, TYP. 0 ............ 0 L ,p= h'SS 2X6 R.R. a 16" O.C. p 2 RR. fit" O.C. 0 -,-J 5FI/2" X CI-1/4' F'SL HDR, BOTTOM OF 7 -_j FLUSH WITH TOP OF (E) TOP - — - — -- 4X4 HDR. 4X414D� 4X4 P0�7T v ♦4X4 POST 4X6 HDR. CUT HOLE IN (C-) BELOW IN. 22"X 3O- H6111-f! JJ FLUSH N. BOTTOM ROOF 5151-Okst FOR IN A INC, ROOF 5OL61N TOP PLATE HVAC DLk--T TO NEWACCESS TO NEM *TTIC, AREAS, OF HOLE VeRNITH HVAr, iFy 5izE A INSTALL r INS AS NEE CONTRACTOR, q) 0 D !Dii 3/8,, Cox OR 318," 5TRUG ONE ------ J JJ A-3 A- 5HEATHIN&, NOT SHOWN. 2X5 ON THE SEE DETAIL NO. 4, THIS SHEET, FOR N FLAT, SEE EXISTING ATTIC r 5Er-TION A -A, ACCESS 5ELOP4 ADDITIONAL BLOCKING AND NAILIN& 2X DOUBLE TOP PLATE SHEET A-5. i C DETAILS. To REMAIN. 2X 5TUD5 olb" O.C. A- 1 2x6 RK i A / 2x6 R.R. 16'1 a.G. S' I *W' HEARTRANSFERROOF TOWALL , 1 -7 1 NO SCALE +/ JSTINO 2X6 R.R. EX RIDGE 1 016" O.C. NINE 160 NAILS CONNECTING ROOF RAFTERS AND GFILIN(5 JOISTS. EXI5TIN5 RIDGE 3 i TO BE COVERED Jj Pir*E , TIE STRAP AT RIDGE, SEE . DETAIL NO. 61, THIS SHEET, SPECIAL 2X6 ROOF RAFTER IN PLANE OF B 5HEARNALL, NO RAFTER TAILS. SHEATHING BOUNDARY NAILING, SEE (DROOF DETAIL NO. 1, TH15 SHEET. 5IMP50N LTP4 TIE PLATE *16" O.C., INSTALL OVERSHEATHIW-p 50 AS NOT TO INTERFERE WITH BOUNDARY NAILING. - ATTACH TO TOP PLATE WITH 51X W NAII-5, ATTACH TO ROOF V RAFTER WITH 51X W X 1-1/2' NAILS, 10� ZI CONTINUOLro DOUBLE 2X4 TOP PLATE. fa 516" 5TRUr,7URAL ONE PLYWOOD SHEATHING, SEE SHEARKALL SCHEDULE, SHEET 9-1, FOR RAILIN65, - ALL NAILS IN CONTACT WITH PRESSURE TREATED A000 SHALL BE STAINLESS STEEL. 2X4 F.T. SILL PLATE, INSTALL HOLD DOM5, HOLD DOWN BOLTS AND ANCHOR BOLTS, SEE FOUNDATION PLAN, SHEET 5-2. IL SCALE 1/4" = 1 I-O N!-0" MI 0 F.N. 012" O.C. 0 1e 10 CO N& 0 0 x 0 2" DIA. HOLES FOR VENTING, INSTALL INSECT SCREEN OVER VENTS. -INSTALL_ VENTS eVERr THIRD BAY. B.N. @4" O.C.' L Be-% VENTIr4k.7 AND BLOC'"KING DETAIL NO SCALE 0 F. KVVr-INL-,1 MATERIAL ROOF 5HEATHIN(5. 2X BLOCKING, TRIM AS NEEDED TO FIT. 2X BLOGKIN6 TRIM RAFTER TAILS AND INSTALL IX FASCIA TO MATCH EX15TIN6. I&D NAILS o4" O.C. SIMPSON LTP4 OR LTP5 @16" O.C. SEE DETAIL NO, 3 ABOVE. B.N. I&D NAILS @4" O.C. DOUBLE 2X TOP PLATE PLYNOOD5HEATHIN6, SEE 5HEARNALL SCHEDULE ON SHEET 5-1 FOR TYPE OF 5HEATHIN& AND NAILING, STUCCO FACING 2X HALL 5TUD5 F.N. @12" O.G. 1/2" DRYWALL SH r) A L I EAR TKINNSFER, ROOF TO WAL N A /-XILING AND BLOCKING DETAIL NO SCALE SIMPSON STRAP AS SPECIFIED, SEE TABLE FOR REQUIRED FASTENERS HEADER/DRAG MEMBER PER PLAN TRIMMER STUD(S) PER PLAN SHEARWALL BOUNDARY STUDS OR POST PER PLAN (E) 611 rN Lj Uj Z --- -------- - LEGEND: ROOF PITCH: Ilu I AW 2 PETAL NUMBER ft Z" 1VAW—j 11 k S-X J ---- SHEET NUMBER IV NEW EXISTIWI vo) jr ---- DETAIL NUMBER, r,\A THIS SHEET C44r-AP WALLS C, Ctr-f= 4M • • do 40 I p It SCHEDULE,5HEET 5-1. 17 0`1 F F RA laxAm I Nak' G P LAN SCALE 11411 = 1 I -Off 12'-Of' XX ----5HEARVqAL TYPE k 4 =41 Sf%EARNALL LENGTH Q ) 4 !-*-:M t 6-i ---------- A PIECE MARK SIMPSON PIECE FASTENERS A MST27 30-16d B MST37 42-16d C MST48 46--16d D MST60 56-16d E MST72 56-16d F MSTC28 36-16d SINKERS G MSTC40 54-16d SINKERS H MSTC52 70-16d SINKERS NOTE; PLACE NAILS STARTING 0 CENTER OF STRAP & WORK OUT TO EACH END. I.C.C. ER-5672. "*MST'DDAG STRUT NO SCALE 10-n ROOF SHEATHING, PLYWOOD DIAPHRAGM ROOF SHEATHING AND NAILING sa 1) ALL STRUCTURAL PL**11NOO1:> SHALL BE 6RA1:)E C,=�- X AITH CASE I CASE 3 EXTERIOR 6LUE F,S, 1-14, UNLESS OTHERAISE N07r:l:>. Iq :2) I*LYAOO:;) NAILIN6 SHALL 5E AS FOLLOAS UNLESS OTHERAISE NOTEI:) ON PLANS; FL"'rNOOt� 50UN=�ARVr ANP 7;b U tT THICKNESS r=)6E NAILING FIELI� NAILING d. o W s� 1/2 14 (p 411 O.C.. (9) 121, O.C1. z 10C) @ 41, O.C. O.C. 5/4 101;� @ 4" O.C. 121, O.c. BLOCKING BN LFN EN 5) THE NAIL r=6E 1aISTANOE FOR 5" NOMINAL (2-1/2" NET ) ^11;IE FRAMING Date: 06/10/2005 MEM5,ER5 ON ^HICH SHEET ARE 5f=LICEr:I SHALL 5E 5/4" MINIMUM. 1. PLYWOOD ROOF 5HEATHIN6 SHALL CONFORM TO SECTION 2320,12.1. 2. INSTALL 1/2" COX PLYWOOD OR 06B ROOF 5HEATHIN6. Drawn By: Harold Clift 4) THE NAIL r=62E C)ISTANCZ r-OR 2" NOMINAL (1- 1/2" NET ) KPE (BUDGET PERMITTING, INSTALL RADIANT BARRIER ROOF SHEATHING). Image CAD Service MEMBERS ON ^HI0H SHEET ARE 5FLICEI:) SHALL 5E 5/a" MINIMUM. 5. ROOF 5HEATHIN6 SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO INSTALLIN6. (714)283-1650 5) THE NAIL El76,E flISTANCE FOR FL*Y'^0On SHEET SHALL BE NOT 4. INSTALL ROOF 5HEATHIN& PER 2001 G.B.G. TABLE 23-11-H, CASE I AND GA5E 5. LESS THAN 1/4 11 5. ROOF SHEATHING NAILIN(�,5HALL BE INSPECTED BEFORE COVERING. Scale: As Noted 6) NAILS MAY 5E SLANT ORIYEN TO MAINTAIN MINIMUM M;�&E 6. NAILING PER 2001 C.B.C. TABLE 23-11-B-2. �IeT 1. NAILS - ed COMMON O.C. AT: 40p BLOCKING BN EN FN "ALL J11L—. CASE I YES 4" 4" 12" 215 =3 GA5E 5 NONE 411 411 12't 160 Sheet 9 OF 9 SHEETS