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Home My WebLink About10147470.pdf622403 g '7, Site Not Foundation Notes: 1. . . . . . . . . ese drawings and specifications are intended to comply with all• 1. All footings shall rest on firm soil or compact fin S, regulations and laws in which it is Intended to be constructed. a- Earth to receive slabs shall be wetted down, and 2. Contractor shall. carefully examine an plans and specification loose- materials shall be compacted by rolling fining to this project and shall visit the Job site prior to bidding tamping lug or prior to commencing of work The purpose of the site visit is for 2. r barrier of 6 mil. 0 -AP& contractor to fully inform himself of all site conditions and shall under IS unless otherwise te itations that apply to this work. 3. All d ris or excess ma 'al left fro 3. Contractor shall verify all dimensions and conditions at job site c s 11 be ralso from job sit contractor -, 2 3 sa r ba rrier "a :All d k ris 01 cone ne e • r to start of work and shall report ay discrepancies t the Designer T e s 74. an Aoug leeved with ABS ecuXg otings shall b rd. se ;Ch, 40 pipe and interfere I e aired 4. 11ONS: No substitutions shall be made with out the W reinf emel reint ement. Steel �ent from the owner. 5. Expo ton I . 5. Expo concrete shall site 5. The owner my order changes by adding tof. altering, or ok ding from the J with the contract sum being adjusted plywd. Or "standard grade Douglas fir 1 x 6 plats Use materials with sufficient stability to withstand 'ugly. pressure Of laced concrete without bow or deftec I f 6. all Work1d concrete e project coordinator of record shall coordinate all Is f I mwe than t16" In 4 -4n. provided. by others and schedule the timing -of all er M! W ere ]n Use e 6. ension re match existi cons s ontractors, City Inspectors and so on, as to not cause de to a y noted Ot e of construction. ess 1Y noted of ise. Report vari e of `1 . .., Ik i 1/161" per. vertical to d h 7. A des shall furnish all labor, equipment, material and pe r necessary to complete their scope of work unless other e 0 7. Forms shall re in a rdance Wi in 0tract or •agreement. edition of U. 8. Al ork shall conform to all of the requirements set. forth by 10c go lug body as well as the latest editions of the: UBC, CBC, CFCs, PORTLAND MENT sh e a standard brand conforming t STM C-1501, pe 1 or 2 CPC.) CFCt'CHC$, 9. Do scale drawings- anything written takes precedents over anything 9- FINE AGGREGATE shall be a washed natural sandcoif conforming to ASTM C-33 dra 10. -COARSE GGREG shall be clean hard crushed rock 10. The tractor shall provide sons ion for all 4arround` or washe avelora bination of both, Conform* strut and landscaping. ASTM 11. All s 'ps and roots if any th re in pro* rea shall be inov11. Water sh otable, d free from deleterious am at$ no les an 241" below natural ads I of acid, al I Its or �'anie materials 12. If any oinges are made to sir 'sign of but g are not 12. REINFOR on the as with out -written n cation to Designer Than•ARS all be intermedliategra the er OfRecord shall re e all liability to deformed co 161 to ASTM A-515-40, and A• 13. The d s of this project as w any wings a obe A-7.1ap all Sam $11 at all splices. 13. CONCRE 0 over reinforcing bars shall for the construction this this used project ly. a min. of (A) 3" fromearthat footings, (#) y4n for slabs Any uction of these plans for any other purpose with out written not consent ',in Designer Of Record is PROHIBITED exposed to weather, (C) I V? for slabs exposed to weather .... . ... ...... 14-. REINFORCING MESH shall be a' welded wire fabric, ric, conforming t0ASTM A-185. the lap shall be 1 bay min. 01 k, General Lotes: t�� 6h1hifig es type to match existing 1. Roof if appli 2. Provide a min. of 26 gauge roof valley flashing under shingles 15- ANCHOR BOLTS shall be 5/8" dia. And .10" long wt 2 W1 2 %" x 1/4" wash ' x washers embedded 7" into concrete and 3. Flash all ext. openings with "Sisal Kraft" or equal located 1211 -from corners and 72" O.c. 4. 'Caulk and seal under door and window frames -and dissimilar materials Anchor bolts to be placed in the center of P.T. sill plate. (anchor bolts nuts subject to leakage with long lasting flexible silicone sealant. 5. Roofvents, shall be as shown.on plans or contractor may substitute and washer may be countersunk.a max. of 3/8" into sill equivalent vents as long as they comply with the following formula: place) Area of telling divided by'150=.Sq. inches of "Save or cornice vents" required or 16. It is recommended that the concrete and forms be kept Area of ceiling divided by 300-.Sq. inches of vents as long as 50% are continuously moist for a period not less than 7 days after "Gable or Dormer vents" located at least feet above "Eave or placing Cornice vents." 6. Building Insulation 17. The concrete shall be 2800 P.S.1 0 28 days a. Approvals: Insulation shall be of types and materials approved by local building and fire prevention officials. b. Thermal Insulation.- Unless otherwise indicated, "Owens- Corning Fiberglass" R-30 and R-13 "Kraft -fated Building Insulation.- full thickness rolls and batts, with stapling flange, widths asirequired. c. Minimum Insulatlow CONSTRUCTION NOTES: I. R-19 Below raised floors ii. R-30 Attics and Ceilings 1. Lumber grades 016 R-13 At exterior walls and between conditioned an an- a. Mudsills are to be pressure treated Douglas fir or conditioned spaces Redwood 7. Doors: 2 x 4 studs are to be standard grade(Douglas Fir #3) a. Doors shall be of types, sizes, and installed where indicated c. 2 x 4 horizontal members with a span of 61 of more are b. Finish Hardware shall match existing as close as possible to be Douglas Fir #2 or better unless otherwise noted S. Glass and Glazing.- d.. Horizontal members 2" in width are to be Douglas Fir a. Code requirements -.All glass and glazing shall• comply with the #2 or better unless otherwise noted requirements of chapter 24.,UBC e. Posts and beams are to be Douglas Fir #1 or better b. Tempered Glasr. Tempered glass shall not be* drilled, cu4 edged E Headers are to be Douglas Fir unless otherwise noted or resurfaced. g. FASCL48 are to be appearance grade, smooth, mugh c. Cleaning: Upon completion ofthe work, and prior to acceptance sawn, or resawn Douglas Fir to match existing of the project by the Owner,, remove all labels from all glass. 2. Plywood Thoroughly clean all glass with nonabrasive materials. a. Plywood shall be Douglas Fir PSI 74 grade CD stamped. d. All sliding glass doors and glass lights within 18" above floor APA with ext glue or equal shall be tempered. b. Roof sheathing shall be V? L.PRADMNTRARUER e. All sliding glass doors, doors with glasi; In them or glass lights SHEA TING w/ within 24" from any edge of a swinging door shall also be Sd 06" O.0 E.N & 12" O-C F-N tempered. C. Overhangs made of plywood shall be YP thick win. L All sleeping -rooms are to have one window with an open able grade CC with exterior glue if eaves are not plastered or area not less than 5.7 sq. ft. with inside clearance of 2411 in height, concealed and 20" in width, and a Ml height not to exceed 44" above d. O.S.B to lay atop Rafters with face grain perpendicular finished floor. to Rafters stagger joints in the, O.S.B at 48" o-c (min g. Any glass w/in 60" of tub or shower must be tempered per 2001 32") CDC 3. Notching or cutting shall comply with Chapter 23 of the current h. Any indkvual piece of glass over 9 sq.fL and wrin 18" from floor U.B.C. Wood studs maybe bored to 40% of the max. Width shall be tempered per 2001 CDC except that non -bearing studs or any stud that is double, 1*. Glazing @ stairs or stair landing that is w/in 60" from floor shall provided that there are no consecutive double studs, may be be tempered bored to 60%. of its max. width 0. Bathrooms: 4. TOLERANCES- Dimensions may be altered to match existing a. Toilet shall be a maximum of 1.6 GPF unless otherwise noted. Tolerances shall be properly required to b. Shower Enclosures: Glass enclosure doors and panels must be fit all equipment, fixtures, cabinets and other manufactured 1/8" fully tempered, Ve laminated glass or of an- approveditems on plans plastic, with the door swinging outward or sliding. a. Wood Stud Walls: +1--W of vertical 8'-0" c. Tiled showers shall be tiled a min. of 70" Above Finished Floor. b. Wood Stud Layoutt +/- 3" of plan dimensions d. Lighting shall be of fluorescent type separately -switched from 5. TOP PLATE SPLICES: to have a min. of 48" overlap, or may be any other lighting installed. strapped together with "Simpson ST" (1 '1/4" by 17 3W by 16-galv.) e. A fan/ light combination with 5 air changes per min, shall be metal strap at both sides of 2 x 4 double top plate. This strap ingtalled -if a window is not supplied. shall also be used to join new top plates to existing construction ......... 6. Install blocking to support and back all finish items. Block both ends of rafters and joists 2 x 'S and larger. Fire block in all walk 7. Attic access to be 22" x 30" win. located in hallway, closet or Electrical Notes: service room/attic access to be double studded. Attic access may. also be located in cut existing roof 1. All electrical shall be installed per 2001 C.E.0 S. Nailing to be as follow: 2. All outlets near water source or outside -shall be waterproof a. Joist to sill or glrdorftoenail)..: ............ 3-8d, G.F.C.1 b. Joist to blocking(end nail) .................. 2-16d 3. Electrical outlets in bedrooms shall be protected by Are Fault c. Bridging to joist(t6e nail each end) ........ 2-8d Circuit Interrupter d. Top plate to stud(toe nail) .................. 2-16d eo Double studs(thee nail) ...................... 16d@2411oc 4. Any light fixtures over a tub or shower shall be approved for f, Top plate at laps and intersections........:2-16d 9- wet use. Ceiling joists to top plate(toe nail) ......... 3.8d 5. Whirlpool baths require GF1 outlets and #8 cu. Bonding h. Ceiling joists at laps over partitions ....... 3-16d' jumpers with access panel. I. Ceiling joists to parallel rafters ............ 3-16d .6. General fighting In kitchen and bathrooms must be J. Rafter ties(face nail) ........................ 3-16d fluorescent. Any additional task lighting may be incanincandescentk* Rafter to but must be switched separately. L Built up corner studs ........................ 16d@24"oc 7. In all new construction hardwired smoke detectors with in. Blocking to top plate(toe or fate nail)(3) 16d. 9. All wood in contact with cone. Shall be Pressure Treated battery backup must be installed; battery operated smoke .10. Bolts for holdowns� anchor bolts, and column bases shall be detectors can be Installed in an existing conditions if none exist. securely hold in position prior to footing inspection .8. Fans with 5 air changes per hour and vented. directly outside 11. Framing hardware shall be Simpson or other IC" approved can be installed in place of a window. hardware Mechanical Notes: 1. Water heaters shaft have an 18" high platform and protective pipe per C.P.0 2. AD new or relocated water heaters shall be seismically strapped per: C.MC 3. •Heater must have an AFUE of 78%, and A.0 must have a SEER of 1,0.0 with an automatic setback thermostat. 4. Ducts must be properly sealed to limit leakage to less than' 6-6/0 and must be confirmed through field verification and diagnostli.testing byanapproved HERS rater. 5. Temostatic Expansion Valve (TXX) must be Installed in a split H.V.A.0 system. 6. Radiant Barrier Is required in attic space Including verficAl walls at gable ends. 7. All new construction shall comply with Mandatory Measures. DE 9LUEPRINT - RIVERSIDE, CALIF. dk If n PtA\V A U Pro ge IQ - P E R 10 1 T T Y PEE.' BLOG ELECT PLBG 'K. FMECH GRADING 0 VALL 140 06 MtvWEP PER� ov iAIIT#- 1 W V PE-RIV, w -WALt, "MOVU17.60! L4 W C 0 N T R. TY P E 1 C f3c �AO 94V CODE EDITION. i J FIL CD 0 D 2ZO N E *"F10VM1F- Ht E ..A -/64(01.0-60a Vfir 15 Ae �r W N 0 'N J0 A0 01 Ks j. t/11CROFILM 'YES NO "PAW 6H Von viym. MOfP0 W 71561 iPk 14AHT MIA& WA44- - M.A14W%P` AI.P. PEA% ST 6 -A + • l; -PLMV� M, 91 ulwt5v 0011110,tT L_! F"re Departmer-A ytrnont AAcf parMom"' ,V J Public, Wandivs Arg-pnicy , E, Griai dng Pdarmt Abbreviations-* ie nc CHeadth Depalftent i-nurnty of Ora� Access Panel AP Roofing RFG Air Conditioni4i AC Sewer SEW Aluminum AL Sheathing SINGLl ad Siding SDG 50 Ampere ' AMP Anchor Bolt AB Square Foot SQ FT Beam BM Standard STD Block BILK Street ST Blocking BLKG Symbol SYB Board Foot BD FT Telephone TEL Bolt BIT Thick TEIK % A R C ry E 7 E C T U,,`R. L S, `9 R k 50, 7 U R A L Building BLDG Typical TYP Ceiling CLG Water Closet WC ACC',E CfYTIEM MIR CaOFIGT. FIR"?)CTION Center CTR Water Heater WH Centerline CL Water Proof WP Clean Out. Co Wood gi,PAII E R MT PE Ml, ITS AFRE REQUIRED FOR WD 511 Closet CLO Wielded Wire Mesh W.W.M PLUN11BRING & NIMMMICAL PLANO ThIs g9t of p!ansand be kept an the job Cold Water CW Yard YD st a1 Umes and it is crilaV011 to, r Concrete CONC on pv ission from the Detail DET Jorls On � Sam e without rite City of Santa Ana. Diameter DIA Double Hung DBE The Douglass Fir DF acceptance� oft plan andr,_,pecifiUations VALL NOT 1-31a hold to permit nor be an Approval 01q)e violation of any Dowel DWL provisions of ANY Ci Ordinance or State Law. Each EA Feet FT -2,7 -Of Finish FIN DateIZE7. .0'7 AMpted By Finish Floor FIN FLR Floor FLR CITY OF SAMITA ANA, Floor Drain FD Foot FT or P ba Foundation FDN Gallons per flush GPF Grade GRD Gypsum Board GYP BD Header HDR Hose Bibb IJB Hot Water HW Inch IN or Insulation INSUL -Interior INT Linear Feet LIN FT Lumber LMBR Manufacture MFGR Maximum MAX Minimum, MIN Opening OPNG Penny (nail size) Plaster PLAS Plumbing PLMR :42UP&O OFSP Plywood PLYWD PLEA ..... . ------ ii REV,,,ON, r., Ogg 4 P0 *P* rM4 IN Project Data: 'Project Description: 886 sq fit addition Owner Billy Frerking Project Address: 1318 Fawn st Santa Tale of Co'ntentg Ana, Ca. 92703 Occupancy: R Aol; !7 _E7 "HE Type of Const. V-N'. Existing House: 1400 A.2: Existing Garage: 484, Existing Patios Proposed Addition: - J WuJP4-r.;,� ..,#� M .i i C % �""i' P'roposed Garage Proposed Patios Total New and Old: 2770 A#4# Lot Size.- Lot Coverage: 7830 35% DATE Note. -All stucco and roofing material D:• : Details 1-2�114,_ SCALE to match existing -in style and color DRAWN BY D.2: Details 2 1 --,4r A2 J08 NO. SHEET E. I Energy ReD equirements P OF st, 40". 1 n S . NVANNONOW O .... ..... ...... ..... L===Jfl W . i NOW Pic POO rW4 9 r 91VERSIDE BLUEPRINT - RIVERSIDE, CALIF. G.2 Naomi r t� s _...,.. .rim' bWl,..ritta•OU.v« REVISIONS BY • ee. PO e OO AToo low OF S -A 716 0000000 t�f2Cof� � c&co ra-v L... . , l u6w j �. N DATE SCALE DRAWN BY JOB NO. SHEET A*3 4F SHEETS M N tp M m REVISIONS I BY "Now i w w w ■1 DATE SCALE DRAWN BY JOB NO. 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