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HomeMy WebLinkAbout10147730.pdfr. r. MECHANICAIJPLQMBING Clothes dryer located in an area that is habitable or containing other fuel burning appliances shall be exhausted to the outside. Exhaust duct must be 4 inches in diameter and length is limited to 14 feet with 2 elbows. The duct length shall be reduced by 2 ft. for every elbow in excess of two. (MC 504, 908) Clothes dryer located cated in an area that is habitable or containing other fuel burning appliances shall be exhausted to the outside or to an area which is not habitable and does not contain other fuel burning appliances (not beneath building or in attic area). Clothes drye r moisture exhaust duct shall be 4 inches in diameter and length is limited-t6, 14'feet with two elbows from the clothes dryer to point of termination. Duct length shall be reduced by,2 feet for every elbow in excess of two. (MC 908) Panel Mark ShearShearPaneOD-e—scripflon FW_(Plo •16)(teri-or Foundallon Interior Foundation tipper Floor Sill Anchor Bolls Anchor bolts Plate t4alling I Soo Note #4 Below N/A NIA NIA N/A 7/8" cc 16 as sta iea ISO 2210. NIA 1, 22 3 CDX Ply 8d @ o, c/o - 1 .14. 260 16%. 36"ole i 1 .2'/-.c 3/8" CDX PIY$d 0 6"olo-2 side 620 $4, a 18" oto 5/8 0/0 16d 9 W c/o Cox. Ply 8d @ Vole - 1 side 380 518. @ W c/o 6/W a F6�_ 0/0 1 /T Di;7-x 5", leg screws @ 27" c/o I 318" CDX Ply lid Q 4" oto - 2 side 760 61W 9h 18"ok 5/8" a 18" 01c 1/2" ,,Dla.X 6" lag screws @ 13" I o/c 12 318" Cox Ply l—de T, c/o - i side 400 _6& i_(_M3W We- 6/8'.0 30-0/0 10DIa.x, 5" tag screws @ Weld 3/8" Cox PI- 8d (gD W clo - 2 side 960 516, @ 15. 01C §L8, @ 16, c/o X 6" lag screws !2 I Volo 13 3/8" CDX Ply Ild @ Zoic - I side 640 5/8' @ 22- c/o 618" Q 22" c/o 1121' Dla.X 6", lag screws 16", ok 318" CDX Ply Od @ 2- c/o - 2 side 1280 6/8, 21 Q -5/8"At 11"610 Dla.X 5" lag screscrews111 16 15132'CDX Ply10d@ZoAo_-fsF& 770 Sir a 111- . o/c -0 6/&'* 1& 1 c/o 112'Dia.X 5" lag screws 1 ,��3 COX ?I 10d6Z*o/q-2side 1640 50 a W, 0/0 61 9 10 .14"A I/Z'Dia.X V! lag screws 06' 410 161§ 2;Z at de 870 61W a 1W c/o F/8� 6 1 1/Z,'Dla Ftag acrews'Q42" o/c X 15/32"C side 1740 518, a 8" c/o 5/w 2 a- c/o -11V Dia.X V In svtews 0 61, 010 18 Nolo§: 1. All Ply sheathing to be fieldnalled Q 12" o1c with nail size specified. 2. Standard Grade Ply may be substituted for Struct 0 Ply where specified. 6 I Schedule I Ind' testes masonry or pipe column eto. See plan for locations and A 4, Stucco lath, specified above, to be expanded metal or woven wire. Staple leg to be 7/191"long. Staple spacing applies to all stud, plates, and blocking. 1It 5. Panel Mark 11 thru 18 shall be provided with 3 x 4 and studs and sill pllateh minlrdurn. 8. Provide 2 layers of grade paper (fdtl) over plywood shear walls 11 11 9. Minimum steel bolts with plate washers 2" x 2" x 3r/1 Vft spaced at maximum of 6 , center to cente , 10 Pa. 1 4 . - Me es, 6-2sides, 18-4sides tag screws touestaggered 4T-A tj 1�1_ I I -Shear blocking Til or rim joist shall have 1-112"ttilok by 3-1/2!* wide chords li for panel mark 11 through 18 or 3x member with 1-1/2" penetration _r4 EM FOUNDATION, PLAN. 4"A I. r.,: 1. /-V lf:_-11,70111 PRINTED ON CLE RINT 1000h. 2 W - X Is" H - '11140151p,-rive R 14 DZ A r&I sr� E �DE=TF,QT0 N�QT • Provide UL approved smoke detector oruor Within 12" of ceiling • Comply with manufacturers specs as to Height and installation • Connect to 120V, with battery backup • Detector shall sound an alarm audible In aU sleeping rooms INSULATIONN0TE • Fiberglass Batt. Insulation as per specs. • Provide insulation R-:Mrypical at celings • Provide insulation value of R-13 typical All exterior walls 61U Wall covering shall be cement plaster, the Or approved equal to 70 inches above drain At showers or rub with showers. Materials Other than structural elements shall be Moisture Resistant. Glass enclosure doors and panels must be labeled Category 11, Swing door outward. Net area of shower Receptor shall be not less then 1,024 sq. in. Of floor area, and not encompass 30 inch Diameter circle. (807.1.3, 2406, 2407, and PC412,O). The dwelling shall have water closets (toilers) Which use no more than-1,6 gallons per flush, NOTE: PROVIDE ELECTRICAL OUTLETS SPACED NO MORE THAN 12' APART AND A MAXIMUM OF 6' FROM END WALLS OR OPENINGS ON ANY WALL OVER 2' IN LENGTH. BUILDING DATA: LOT SIZE: 11f2,00 SQ.FT. EXISTING HOUSE FOOTAGE:" 981 SQ.FT. .NEW SQUARE FOOTAGE: '591 SQ.FT. BUILDING FOOTPRINT: 1f562 SQ.FT. % OF LOT COVERAGE: 14%' ZONING: R1 OCCUPANCY: SINGLE FAMILY RESIDENCE BUILDING TYPE: VN ASSESSOR'S PARCEL NUMBER: 003-16409 PLANNING 1f7kTV[S'f0,1NN' h4ASITER y NOTE4 — I . -7 ­­ &� NEW WINDOWS TO BE t7 Ck STANDARD HORIZONTAL SLIDERS TO MATCH < /os EXISTING. N X - - tj LL_ 0 PHONE (7 1,41) t6174710rll 79 AR matena to WALL LEGEND Indicates existing To remain Indicates existing to Be removed Indicates new walls FEB 2 2005 SITE PLAN r �?,OFESSIJ C. op C) LL1 q. ZD E it DRAWN CHECKED DATE SCALE Joe NO. 401.57 SHEET OF SH11 R L. SOUTHELEVATION 12� NORTH, ELEVATION -14 r JAI MV01-4 -rv-I" C Arrc* EXI nKtq�sjj e:� 1574 Now lei )Ai PAINTED am Cl IPARDRIMT Innnul i+1111- cv& 1zV,-n4.4 60mr, 5141NI,-11,15 Ct-1A<-,j4 Oyls-ren.) u EXITS AND STAIRS, Provide section and details of interior/exterior stairway showing: a. Maximum rise of 8.inches and minimum run.(tread) of 9 inches. (1003.3.3.3) 4. Minimum width of 36 inches. (1003.3.3.2) c. Framing (stringer, landing, etc.) size, bracing, connections, footings. (10 d. Exterior stairways constructed of wood not less than 2 inches in' - nominal nal thickness or noncombustiblematerials. (606.4.3) Provide 36 inch high (minimum) protective guardrail raised floors (when more than 30 inches above grade or floor below), and open side(s) of stair landings. Opening between balusters/rails shall preclude passage of 4 inch diameter sphere. (509) Mal `AAP. isIPIN4 C, F C, 51 LLJ cc SE 957 - 121133i 04 do ow 400 • Ai DRAWN CHECKED DATE SCALE JOB No. SHEET A%h OF SHEETS z;K 4 '4KI PNL� off SECTOR A"+'A 1N.Sij"rI ON SECTION -B _. . _ , ­_.!_­__1_' CONCRETE I ALL CONCRETE, UNLESS NOTED OTHERWISE, SHALL BE REGULAR WEIGHT HARD ROCK TYPE (150 PCF), AGGREGATES SHALL CONFORM TO ASTM C33 WITH PROVEN SHRINKAGE CHARACTERISTICS OF LESS THAN 0.05% 2 ULTIMATE COMPRESSIVE STRENGTHS AT 28 DAYS SHALL BE, SLAB ON GRADE 2500 PSI CONTINUOUS FTGS 2500 PSI PAD FOOTINGS 2500 PSI RETAINING WALLS 2500 PSI GRADE BEAMS 2500 PSI CAISSONS/PILES 2500 PSI PRECAST 3000 PSI COLUMNS 3000 PSI STRUCT, SLABS 3000 PSI 3 CEMENT SHALL CONFORM TO ASST. C150, TYPE II. 4 PLACEMENT OF CONCRETE SHALL CONFORM WITH THE REQUIREMENTS OF ACI 301. 5 CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF (5) FIVE DAYS AFTER PLACEMENT. ALTERNATE METHODS WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN BE ASSURED, 6 KEYED CONSTRUCTION JOINTS SHALL BE USED IN ALL CASES. ALL LAITANCE SHALL BE REMOVED. ALL VERTICAL .JOINTS SHALL BE THOROUGHLY WETTED AND SLUSHED WITH A COAT OF NEAT CEMENT IMMEDIATELY BEFORE PLACING NEW CONCRETE, 7 ALL CONCRETE WITH A DESIGNATED STRENGTH GREATER THAN 2000 PSI SHALL REQUIRE CONTINUOUS INSPECTION BY AN INSPECTOR APPROVED BY THE BUILDING DEPARTMENT AND THE ARCHITECT, 8 MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL SHALL BE AS FOLLOWS, CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL.. ...... 3' CONCRETE EXPOSED T13 SOIL 13R WEATHER+ #5 BARS, W31 OR D31 WIRES, AND SMALLER. ........... ....... ' #6 BARS AND LARGER.. 2' CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH SOIL, SLABS, WALLS AND JOISTSI #11 BARS AND SMALLER........................................3/4' #14. BARS AND LARGER.......................................I 1/4' BEAMS AND COLUMNS...........................................1 1/2' 9 PIPES OTHER THAN ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED, III BEFORE NEW CONCRETE IS DEPOSITED ON OR AGAINST CONCRETE WHICH IS SET, THE SURFACE OF THE SET CONCRETE SHALL BE ROUGHENED SUFFICIENTLY TO EXPOSE THE AGGREGATE APPROXIMATELY 1/4' AND CLEANED. USE EPDXY WHERE REQUIRED. 11 EXPANSION BOLTS SHALL BE HILTI 'KWIK` BOLTS) ICDO #4227) LARR # 23272 CONCRETE MASONRY 1 CONCRETE BLOCK UNITS SHALL CONFORM TO ASTM C90-75, GRADE N-1, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1500 PSI 2 MORTAR SHALL CONFORM TO ASTM C270-80, TYPE S, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. MIX, i PART PORTLAND CEMENT, 1/2 PART LIME PUTTY, 4-1/2 PARTS SAND (BY VOLUME), IF PLASTIC TYPE CEMENT IS USED, OMIT LIME PUTTY. 3 GROUT SHALL CONFORM TO ASTM C476-80, WITH A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS. MIX, I PART CEMENT, 3 PARTS SAND, 2 PARTS PEA GRAVEL SUFFICIENT WATER TO BRING THE MIXTURE TO A FLUID CONSISTENCY. 4 SOLID GROUT ALL CELLS UNLESS NOTED OTHERWISE, 5 PROVIDE TESTS AS MAY BE REQUIRED BY THE BUILDING OFFICIAL, 6 THE THICKNESS OF THE GROUT BETWEEN BLOCK UNITS AND REINFORCING STEEL SHALL NOT BE LESS THAN 1/2'j BETWEEN PARALLEL REINFORCING BARS, NOT LESS THAN 3/4'. 7 IF WORK IS STOPPED ONE (1) HOUR OR LONGER, PROVIDE HORIZONTAL CONSTRUCTION JOINTS BY STOPPING THE GROUT 1-1/2' BELOW THE TOP OF BLOCK, 8 SEE REINFORCING STEEL NOTES. AND STANDARD DETAIL FOR REINFORCING REQUIREMENTS, REINFORCING STEEL IN MASONRY SHALL BE LAPPED 40 BAR DIAMETERS MINIMUM, 9 SPECIAL INSPECTION BY AN INSPECTOR APPROVED BY THE ARCHITECT AND THE BUILDING DEPARTMENT IS NOT REQUIRED UNLESS NOTED OTHERWISE. PRINTED ON CLEARPRINT 1000M- ~i��N1A"tYG1t s. L LA'C 10 , FRAMING LUMBER I ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR OF THE FOLLOWING GRADES, CONFORMING TO STANDARD GRADING RULES FOR WEST COAST LUMBER, No. 16, UNLESS NOTED OTHER WISE, RAFTERS, JOISTS, PLATES NO. 2 2x AND 4x BEAMS, STRINGERS, AND HEADERS Na 2 6x AND Bx BEAMS, STRINGERS, AND HEADERS NO. I POSTS AND TIMBERS NO, I STUDS CONST, GRADE BLOCKING, AND STRIPPING STUD GRADE, 2 PLYWOOD FOR ROOF SHEATHING SHALL BE CDX, UNLESS NOTED OTHERWISE, USE EXTERIOR TYPE, MINIMUM C-C GRADE, WHERE PLYWOOD IS EXPOSED TO WEATHER, PLYWOOD FOR FLOOR SHEATHING SHALL BE CDX, UNLESS NOTED OTHERWISE, ALL PLYWOOD SHALL CONFORM TO US PRODUCT STANDARD PS J-83. EACH SHEET OF PLYWOOD SHALL BE IDENTIFIED BY A REGISTERED STAMP OR BRAND OF THE DOUGLAS FIR PLYWOOD ASSOCIATION. 3 ALL WOOD BEARING ON CONCRETE SHALL BE PRESSURE TREATED DOUGLAS FIR. 4 STUDS OVER 10 FEET IN HEIGHT OR SUPPORTING 2 FLOORS AND ROOF MUST BE 2x6's AT 16, O,C. UNLESS NOTED OTHERWISE. FOR STUDS GREATER THAN 16 FEET, SEE PLAN, STUDS IN" CRIPPLE WALLS LESS THAN 4 FEET IN HEIGHT 14AY MATCH THE STUDS ABOVE. 5 PROVIDE 2x SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL SUPPORTS. BLOCKING SHALL BE ONE PIECE AND BE THE FULL DEPTH OF THE JOIST OR RAFTER. 6 :CROSS BRIDGING SHALL BE PROVIDED AT 8'-0' ON CENTER MAXIMUM FOR ALL JOISTS AND RAFTERS MORE THAN 8` DEEP: 7 PROVIDE DOUBLE JOISTS UNDER PARTITIONS WHICH ARE PARALLEL TO THE JOISTS. 8 PROVIDE SOLID, FULL BLOCKING UNDER PARTITIONS WHICH ARE PERPENDICULAR TO THE .JOISTS. 9 TOP PLATE OF ALL STUD WALLS SHALL BE !WO PIECES THE SAME SIZE AS THE STUDS, SPLICES ARE TO LAP 4'-0' MINIMUM AND BE NAILED WITH 12- 16d NAILS MINIMUM EACH SIDE OF JOIST. 10 ALL NAILS SHALL BE COMMON, BOX OR SINKER. NAILING SHALT. BE PER CHAPTER 23 OF THE UNIFORM BUILDING CODE. 11 BOLT HOLES IN WOOD SHALL BE 1/32' TO 1/16' LARGER THAN THE NOMINAL BOLT DIAMETER, ALL BOLT SHALL HAVE STANDARD CUT WASHER UNDER HEAD AND NUT UNLESS NOTED OR OTHERWISE, 12 ALL BOLTS SHALL BE RETIGHTENED PRIOR TO THE APPLICATION OF SHEATHING, PLASTER, ETC, 13 STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY DETAILED. 14 WOOD STUDS MAY BE NOTCHED TO A DEPTH OF 25% PF THE WIDTH MAXIMUM, EXCEPT INTERIOR NONBEARING STUDS WHICH MAY BE NOTCHED TO 40% OF THE: WIDTH MAXIMUM. STUDS MAY BE BORED TO 40% OF THE WIDTH MAXIMUM, EXCEPT INTERIOR NONBEARING STUDS AND DOUBLED BEARING STUDS (PROVIDED NO MORE THAN TWO SUCCESSIVE DOUBLED STUDS ARE BORED) WHICH MAY BE BORED TO 60% OF THE WIDTH MAXIMUM, BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF A.STUD AS A CUT OR NOTCH. IN NO CASE SHALL THE EDGE OF A BORED HOLE BE NEARER THAN 5/8' TO THE EDGE OF THE STUD. 15 PROVIDE FIRE STOPS AT ALL INTERSECTIONS OF STUD WALLS AT FLOOR, CEILING, AND ROOF, FIRE STOPS SHALL BE 2x NOMINAL THICKNESS OF WOOD AND SHALL BE THE FULL WIDTH OF THE ENCLOSED SPACE. PLACE FIRE STOPS AT A MAXIMUM SPACING OF 8'-0' IN EACH DIRECTION AND AT THE SAME LINES AS THE FIRE STOPS IN ADJACENT WALLS. 16 NAILING FOR DIAGRAMS AND FOR ALL SHEAR WALLS SHALL BE INSPECTED PRIOR TO COVERING. R,CJ4F T'K �' 13 M/�i81=tA �• taASL4N6 >7.l1 Fi.td, P.t4. } fi.Cf 5TIRUCK:L ►tYMfaOa IOJbS.GYCKEtT 0444 1041111111 r—, y ea) SWAM Z Aa e* tiN afii i t�3 SFmwq rj),�pi"fMfRaa,ti#4SCt'.L, ssneltt!.o crta4Yi �) tR�a4>r: taLt Q Pcxwaap,sratxrx W64CA A e$1 ><40 jry� t; 1 �•q.YwnRp 5tRdC(2 ap� a�r6liG �ftErAL) t0� � 6J polllt'fe taist2� iP-� NFL �tf$F s L�sTr. tea► ,tiT tQ,4iLitJG (ft) MUST tint: 4440,119) i,U101ftg At r 1,r+it.t/JCe. t. JL9 MUVr Wh ✓TA 01154 : ilia. TYPICAL 140TL's' t) 5TJ46obg 4A.1t& FfKEiI 9l/r+Ct1}C+ 1�s � as OK. LUIS* 2) lift lej PL•t' "P 14" iti3 01 itt 0lry tlF.�►P Wrftl I-WtiTR+4TV9. INN f'l4,AM** OF IV 1'1trJir1ci11 . 4) lre10 APMLOVE0 QKtEhrFEC • t 6~ )HItiT�W �� TdTED t9.+<t P.PsAt: SIZE AMP tfwCb* ?STW- tC 3ol"r ' M1111 W-9 oprL4W000 T � V 141►L F � 6uwitzcit:Y fog 9XILS ±TSR ImTe"emAve L! t R►IG ait4. =ps 10 Aw 4 K jeta 1 T�D" r.TO � latsx 2�4 riIN. "T bw-Cp AT t1l4suf-r0 CD i. pEAARatii +~64frS W j OOVNDA1Cr �"" lUw1LtNG. bLOCKt1tG vxquirip o�4LY r W114au CALLED tYoR 09 KAHS. p 60--f. NAILtt4Gt8kt) pips YYlR00 SNEGi 25 •4 . FLAM ' _ � s All plumbing walls are to be framed Portland cc with a minimum of 6" studs. Lath and gypsum wallboard shear walls shall comply with CBC Section 2513 and Permissible notching and boring of Table 25-1. Joists are to be shown on the plans And shall not exceed CBC 2320.8.3 Note on the plans that hold-down hardware Allowances. Must be secured in place prior to foundation inspection. (1605.2.2) Notching of exterior and bearing/ Nonbearing walls shall not exceed Note on the plans that hold-down 2511/b/40% respectively. Bored holes connector bolts into wood framing in bearing/nonbearing walls shall require approved plate washers; and note exceed 400/6/600/6 respectively. Hold-downs shall be tightened just In no case shall the edge of the bored prior to covering the wall framing, Hole be nearer than 5/8 inch to the Edge of the stud. (2320,11.9 and Provide fire blocking in concealed spaces 2320.11.10) of stud walls and partitions, including furred spaces at the ceiling and floor level Header and trimmer details for and at 10 ft. intervals both vertical and For doors and windows are to be horizontal. (706.2) Shown with full length trimmers, Specifying the size of the header And trimmer. (2320.H.6) STRUCTURAL STEEL I ALL STRUCTURAL STEEL AND MISCELLANEOUS STEEL SHALL CONFORM TO ASTM SPECIFICATION A36 AND SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF THE RISC SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION, 2 NO ATTEMPT HAS BEEN MADE TO DIFFERENTIATE BETWEEN SHOP AND FIELD WELDED CONNECTIONS, 3 UNLESS A LARGER SIZE OF FILLET WELD IS SPECIFIED ON THE PLANS, PROVIDE THE MINIMUM SIZE OF WELD PER AISC SECTION AND TABLE 1.17.2A. 4 PIPE COLUMNS SHALL CONFORM TO ASTM A53, GRADE B, UNLESS NOTED OTHERWISE ON PLANS. 5 STEEL TUBES SHALL CONFORM TO ASTM A500, GRADE B, Fy = 46 KSI, UNLESS NOTED OTHER WISE ON PLANS, 6 BOLTED CONNECTIONS SHALL USE MACHINE BOLTS, CONFORMING TO ASTM A307. WHERE SPECIFICALLY NOTED, HIGH STRENGTH BOLTS, CONFORMING TO ASTM A325 SHALL BE USED. 7 ALL WELDING IS TO COMPLY WITH AWS SPECIFICATIONS AND IS TO BE DONE BY CERTIFIED WELDERS AS REQUIRED BY THE DEPARTMENT OF BUILDING AND SAFETY. ALL WELDING IS TO BE DONE BY THE ELECTRIC ARC PROCESS AND SHALL BE PERFORMED WITH APPROVED ELECTRODES AS REQUIRED BY THE BUILDING CODE, WELDS ARE DESIGNED AT FULL STRESS AND MUST BE DONE IN THE SHOP PF A LICENSED FABRICATOR. ALL WELDS ARE TO BE E70XX. 8 CONTINUOUS INSPECTION IS REQUIRED FOR ALL FIELD WELDS UNLESS NOTES OTHERWISE. 9 WHEN APPLICABLE, ALL WELDING IS TO BE DONE BY WELDERS CERTIFIED BY THE CITY OF LOS ANGELES DEPARTMENT OF BUILDING AND SAFETY. REINFORCING STEEL I ALL REINFORCING STEEL, DOWELS, AND TIES SHALL CORFORM TO ASTM A615, GRADE 60, UNLESS NOTED OTHERWISE. #3 BARS SHALL BE ASTM A615, GRADE 40, DEFORMATIONS SHALL BE IN A ACCORDANCE WITH ASTM A-305, ASTM A-615, PER CRSI STANDARDS #4 AND SMALLER GRADE 40 45 AND LARGER GRADE 60 2 ALL REINFORCING STEEL SHALL BE LAPPED AS INDICATED ON THE DRAWINGS. WHERE LAPS AND/OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INDICATED, VERIFY WITH THE ENGINEER IF A SPLICE CAN BE PROVIDED. ALL REINFORCING STEEL SHALL BE LAPPED WITH A CLASS 'C' LAP UNLESS NOTED OTHERWISE, ALL SPLICE LOCATIONS SHALL BE SHOWN ON SHOP DRAWINGS AND APPROVED PRIOR T13 FABRICATION, 3 WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND A185. 4 ALL REINFORCING STEEL IN MASONRY SHALL BE LAPPED 40 BAR DIAMETERS OR TWO <2) FEET MINIMUM, UNLESS NOTED OTHERWISE. tranet ussenpuon FV1(p!t) .. Exterior Foundation interior Foundation Upper Floor Silt Anchor Botts Anchor bolts Plate Nallin 1 See Note #4 Below NIA NIA N/A N/A 8 718° StucoOA4 h 16 a sta to 1 180 5/8" 48" c/o N/A 16d W Etc 10 318" CDX Pry 8d a 6" olc - t side 260 5t8" 36" ato 518" Q 36" ofc 16d 6" ofc 3/8 CDX Pi Sd 6" otc - 2 side 620 518" t 8" Etc 5/8" 18" 0/0 16d 3" o/c 11 3! "CDX, Pty Sd (} 4" ofc -1 side 380 5/8" @ 36" oic 5/8" 36" alc 1t2" Dia. X 5" tag screws ( 27" alc 8/8" CDX Ply Bd A Colo - 2 side 760 5f8" 911111, a/c 5f8" 18" ofc 1/2" Dia.X 6" !a screws 13" at0 12 31V CDX Ply 8d @ 3" o/c -1 side 490 5/8" (M 30" olc fife" 30" Etc. 1/2"Dla. X W lag screws 20" o1b 3/8"CDX Pr 8d @ 3" ofc- 2 site 900 fife" I6" ofc §w 15" Etc 1f2"Dia, X 5"Isa screws 0 10" olo 13 3/8" CDX Ply 8d @ 2" o/c - t side 640 518" Q 22" a/o 5/8" @ 22" ofc 1/2" Dia.X 5" tag screws @ 16" c/o 3/8" CDX Ply 8d @ 2" oic - 2 side 1280 5/61' Q t i" o% 511" t t" a/c 1/2" Dia.X 6' la screws 8" 0/0 16 15/32" CDX Ply t6d (t7 2" o/c -1 side 770 5/8" a 18"0/0 51a" (� 18" Ole 1 ' Dia.X 5" lag screws {c� 13" c/o t5/32" CDX Ply 10d. 2" 014-2 side I 1540 I W 0 9" c/o 5/8". V 0/0 1/2" DiaA Vlag screws 6" 0/018 15/32" CDX Pty 10d 2" 0/0 -1 side 870 5f8" Q16" o/c 518" @ 16" c/o 1f2' Dia.X 5" lag screws "'@ t 2" ofc 15132" CDX P 10d 2" ofc - 2 side i 740 5/8" '8" o% 6/v 8" oic 1f2" DIa,X Vlag screws 6" c/o Notes; i.. Ali ply sheathing to be fietdnalted 012" c/o with nall *a specified. 2. Standard Grade Ply may be substituted for 5truot If Ply where specified. ® It o f 3. Schedule 1 indicates masonry or pipe column eta. See plan for locations and 4. Stucco lath, specified above, to be expanded metal or woven wire. Staple leg to be 7/8" long. Staple spacing applies to ail stud, plates, and blocking. 5. Panel Marti 11 thru 18 shall be provided with 3 x 4 and studs and sill piatos minirdum. 8. Provide 2 layers of grade paper (fstif over plywood shear walls 41 11 a/ 9. Minimum steel bolts with plate washers 2" x 2" x 3'/I6" spaced at maximum of 6 ft, center to cente f 10. Panel mark 13-2 sides,l6 2 sides,l8.2 sides tag screws to be staggered y 11. Shear blocking TA or rim joist shall have 1-1f2" thiok by 3-112" wide chords for panel mark I through 18 or 3x member with 1-1112" penetration EPDXY ANCHOR 1. ALL EPDXY ANCHORS SPECIFIED ON THE PLANS SHALL BE BY ONE OF THE FOLLOWING MANUFACTURES AND SHOULD BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS, A. HILTI 'HIT C-100' EPDXY ADHESIVE ANCHOR LARR' 24919, ICBO' 4419 B. RAMS£T 'EPCON SYSTEM CERAMIC 6' EPDXY ANCHOR LARR' 2497% ICBO' 4285 C. SIMPSON STRONG" -TIE 'EPDXY -TIE' ADHESIVE ANCHOR LARR' 25185, ICBO' 4945 D. COVERT OPERATIONS 'CIA -GEL' EPDXY SYSTEM LARR' 25113, ICBO' 4846 2. CONTINUOUS SPECIAL INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS REQUIRED FOR ALL EPDXY ANCHOR INSTALLATIONS, 3. PLATE WASHERS ARE REQUIRED FOR ALL HOLDOWNS. 4. 21x2'x3/16' PLATE WASHER SHALL BE USED ON EACH ANCHOR BOLT. GENERAL N I ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE DRAWING AND SPECIFICATIONS. 2 DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING, THE CONTRACTOR SHALL PROVIDE ADEQUATE. SHORING, BRACING AND'GUYS IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL SAFETY PROVISIONS. ANY DEVIATION MUST BE APPROVED PRIOR TO ERECTION. 3 DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION, WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ARCHITECT. 4 ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT, 5 ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE ARCHITECT SO THAT THE PROPER REVISIONS MAY BE MADE. MODIFICATION OF DETAILS OF CONSTRUCTION SHALL NOT BE MADE WITHOUT WRITTEN APPROVAL OF THE ARCHITECT. a. All plumbing walls are to be framed with a minimum of 6" studs. b. Double walls used as plumbing walls are to be a minimum of 8" wide and no "flat" -studs permitted. Staggered studs are acceptable. c. Permissible notching, and boring of joists are to be shown on the plans and shall not exceed CBC Section 2320.8.3 allowances d. Notching of exterior and bearing/nonbearing walls shall not exceed 25%/40% respectively. Bored holes in bearing/nonbearing walls shall not exceed 400/o/60% respectively. In no case shall the edge of the bored hole be nearer than 5/8 inch to the edge of the stud. (2320.11.9 and 2320.1.1.10) e. Header and irimmer details for doors and windows are to be shown with full length trimmers, specifying the size of the header and trimmer. (2320.11.6) Provide 'fire blocking in concealed spaces of stud walls and partitions, including furred spaces at the ceiling and floor level and at 10 ft. intervals both vertical and horizontal. (708.2) CD w S7 xis. 12!3 Fib C N_ DRAWN CHECKED DATE SCALE Joe No. .2016- SHEET 3 of SHEETS EXT. fi{1+�i$t+1 � PSOlY ST 2115 S7RAP 2 X 6 #2 R.R.0 16"o.c, 2 x =N% joist is ! 82POATION OFTi`P, OVIL TGIF PLATI .2-16 TO NNL W110-•16d Qs -fJ o:a 1 /2 ' COX PLYMCKm 1/'2" PLYl4t?OD t,YJX w18d 06.6,12 1641 At b" *,4r. �t�!'1"o x »+��"' Y i r �"+r1�i 2 xd AT SIM'!�'d+C"aN 61 • 6224 (1) LAYER ER IV FELT � £A#t 5711,E; SKEA7NfNG ac. Mt1M +jt�►1S►T At ;t x 4 4'a p�.1 L►AT tUNA♦i so ANST WfBd +0 6 r&",12"cz:c. 8d B.N. 2 X BLC?GKtH Aat�ii'1C�N E?t�T'`�1Cs FLASH4 �y f �4w7,tFiSH y��l+ • ASe 4 w * 2 X FA • .- A— Do ASITI FELT IPAbCIA 60 2x6 1'2 R.RRFTERS Z X ,�2 C.J 016"0.c.. 4 C•�i% OCK w �#�t• c-M 0' �%4.1h.� �i•1tyr �y; �.1 S/MPSON a-35. 24 0.c. i li►41 �47 fir �,+,4.,�t1R . �q� R��1*; 2 X 4 DOUBLE PLATE + L'Jrw���y�yft 0 oc. 240 i? E 2 x, 4 TGm • 2 X STUfJ Q 16 o. c. i iRAP OF ��Y/� p+ : w{ iGF• 7G :tANA z NAIL`Co . U Si' o t11�tLL 2 x A �r+�r+/r COX PLYWOOD SNTVa aul 1W NAILS AT t 1211 n: Detail Detail '' r 2X4 STUD @ 16"o.C. zx4 PATE ,r A35 Q 24' O.C. x M, -.»M«. Yii�, UGAM (W i:iAN) , j � SEE w 5t8" COX. F'L10*20D 4x6 #1 P.T. GIRDER I SCHEI)ME T 6 YVIOd • b", b", !a" ©4, ' A35 EACH SIDE o-x�¢ �r"t'Ut„15 .�; ......... ,, 4JMP4UN f'0$1 VAP xb F.J. • Ib" 04. CB SIMPSON 4x4 PAST F^�..Wr�,;n"'► •w ,,,•,..r...�...,.M.,�.,.,,w Yd1. N��T (hE.k •i'J,nN) A35 b240.c 2X0 FLOOR 5 2x6 PLATE P.T.=— _ _ �---i 1 ! Q a o ' 1-- 1 I --3 1--}--1 11- 4=- 1 ii t .. .».... •.. M •.., ..r.n4x .' w/ f 8" ,� A&xt 2" i f I ff }} {{ A 4 ii ! f i ! - -- f - I- ---i -----1 t @48 "o . c , z �E 4 z ar e z 4 =1 i I �, E 11-�1 I 11- � � � - ,� 1" .4,46 }. C 1 J NA. x' �alL.t,.. M. Wfl. ACC 4 f sa�� != �.% / 200 // / ,a. �KPtz i irR 1r! p AV # .a In wr; Concrete Pier Detail �jr tim 12" NEW C.C�NGRETE 1=0GiTiTsiG �. J'I.AN 4E W n.K.,,w..•«w.++ .....,>...,...,, i11:AiJIJiEi ,{j�;AM i Detail >X 3 TIE ! 24" o+~ Detail _.. Detail DetailD Nf U) AWNC iiLAM POST SIZE SEE PLAN I SLAB WHERE OGGUR5 FHB SILL PLATE •y MS FOUNDATION � i•tC1�i2 SY,*3TiIM JCL ,ANC. _ _ H02A- ISIV ACi '1I-VIM i:O ' 140VA', 3W DOLT 13 ur eMEJia ' HI70A♦* 7J8" BOLT 15'EJi oE© NOTES: HDOA+a 718' GOL.T 1's*EMBEo I, HD INPr-ATE5 SMPSON HOLOONN OR APPROVED EOUAL. 2. POST 51ZES 5HO1'<N ARE A MIN. SIZE, FOR ACTUAL wiZES 9EE PLAN ANC) SHEAR 5r.,HEP. 5, TO PROPERLY LOCATE HOLDONN ANCHOR BOLTS, CONTRACTOR TO CHECK PLANS AND SHEAR 50HED. FOR OPENIN&5 ECT. BEFORE PLACING BOLTS .4. DEEPEN FOOTINCO NtHERE REOUIREC Eh48Et�MENT, AT ANCHOR BOLTS TO INSURE PROPER 0 51MP5C�l�l HOL.DDOINN DETAIL. ' NC SCALE I � 1. 4 FEB 2 200 ti �a � � 6(i t - y A DRAWN CHECKED GATE SCALE Joe No. SHEET 4 OF aHEleeT8 PRINTED ON C.EARPRINT 1000H• ------- �+tM�esra�� +�i' +tr�tsir� �ts#�tl�s:�. �►�:tR +�9�^x���si tc R �€>v sriylll. Ott .ouit"t tit TpP ATE; 21-01 mix 40 +,00 4M ,I to! ..l�6+ xtz ......... "'04WO Aws�#: t: + € ALL ANC. E NEI ULE �+ M , �. .».» �►�rv#o«xstisr►r tia{+ e�a..i�r pit #``rram�;; ..,. y #� ..R i .'►` ".. �' '}�' <XfE�►': .. `. t�.. : ` .., .:, > xik :. �t .,,.: mil€• :..:: :' ... +N' .:# '. '�:.. , . ' :�: " . •._ 'i €€ 11 €€ €€ K t , ... A .l€ !�!l !t .. + � t t tag t3 �€ ii i ii ii 4i ... .. ....I T VERIFY DIMENSIONS. DO NOTSCALE DRWINQ& #04" o Mt A 00"p4 u �-Xot t low IINftc"* €€ tt t€ €sx L l sf ftltot 4000004 00,40*0044 It It I.._... _. �.. �..._..........1.4 .Al-1 WORK TO BE .DUNE ,EVER CODE AND L()CAI.. ORDINANCES. Y {t €€ €{ {€ t € , 1-Itt 4100 "It CKIN �` #'" to rs►ur #�, fit. 4i JE_ 1�€ ! A i C I 5 l.N;q. All.E.LECrRICAI. AND PLUMBING TO H DONE PER CODE, It It if t€t t {t If { {s KITES Y UI� TIIa Cf3 I fC.A1YE €€ iT �lAi.,L i3k. I E•IL l2l"S;i'iJ.NSIBILIi' NTR.At,,TC)R "CU €€ t �tt.A'"c'etTl 1 € isles , ` : €{ t €t I t€ �t: AE�L EXISTING t7%i[alTil? ' NOT, �,, {€ tt tt tt €t {ti 1. SEE NOTES FOR LOCATIONS `S WHETHERSHOWN HERE �E R NO , AND O €€ st t€ tt €€ € { 2, PROVIDE 31S EDGE E'RC)Tl~Cl THEM s . 7 i a ; E#0 `� I .t�lt�t# A°tlAmos " ex .moo" t��r> m T':� i+�e�t l►ft �lt�'s� �«. €, I I. M I RUM DAMAGE. 11M CONTRACTOR SHALL BEAR DISTANCE 1~ NAILS t of �toa�,�,tt€a ..lj ii ii �i �i ii i€ PENSE OF REPAIR OR REPLA `EME T ' • .M��•��.��t W0� I14:t�`iE' ��t'�A����?*:�' :» € ANC L TE•IE EX. C. N IN C,C�N.iE7NC"IIUN strt u € s tt €€ t► €€ et { FtUSI",C"UTE *t 2 � + €c�►. ata '" r►t+wr € 1 3t t ) + • NOTES FOR ALL DOORS AND WINDOWS SHALL BE WEA`P`RER STRIPPED. Y' two' v * I • of os tow E OR ELEVATIONS. :,.y it € DlliAI.. ,GLASS .. � , :; .E MlM M ? .....•..l^,._........�...�.f� G� SPECIFIC SHEAR i�tAi.�.CONDITIONS METAL •{ WINDOWS AND �+ �t�y �^ �y�� y # # riltlEJtIR+7 .A�.lv4/ WiJ.*7.1\I I.+VR��YY .{, JCI ,(f [� rJ .7 1'ui�.r 1�.4w 'tit+t'sik(c' #:'Iffy f1' t#tw o*i"1 t'!e#k �i►. IN COMPLIANCEWITH STANDARDS A 141 URA 1342. SHEAR WALL CONSTRUCTION gulow t ► + : AL— �I + :1�, s: CERTIEIC,'A'E"ION LABEL, REQUIRED ON AI..E, WINDOWS AND SE.'l•DI.NG ,�, r""'"►,� G ..ASS DOORS. IL »p= woo 0 4,. MIN. t it Cif IWAI., l (G}•#"FING: MINIMUM f E "I,til�ilslVS" E?Elt WATT IN } fi r� 1~. .. tt to BA.E'I:ER()OMS. I° :. , ,'' SPLICE AT 3 : 'mc—Asi lrm 1 3E I mo"'TOwl t' l►�:� 4% AS LOWER PLATE UPPER PLATE I I OO'I t AND U IGIIT SPLICE AT : �`�'���`► •��� � itlET I,EU}fT FIX'E'iJit'l~S'lYU BFMIN. OF " z ' "' S,F .� L .110 ' a ,t. 0"m asw > i � ' wit AT GROUND LEVEL MUST B � � S.�d Lib' C?.C.•, . .' I�t v �€. �€t* "�a4tra.�,#, +�tt+ttr US E VANDAL RE;IISI`ANT TYPE, • : - • ': `: mcOMit Zvp o yk-10 ' E L M : I ►r► a tr 1 +w l«: lr +r s VMS "Aw wl� iA 'l €sl�a1100"x e m , r » E'I.UiVll3li+lG WALLS TO BE t E Cy" STUDS. .tt. s ,'CONSTRUCTION S f L CONFORM Thy T E IAA I A�v' ♦ EACH y 2 EACH SIDE ry � 01 mo Iwo A7 E r�+yBlrr��.yl�l+ylrL�7 ��+�A4YAf.i 17l'�Ai.t �,/ THE r �.M..l '"'i GT14� �.i� �7�«^"��ii} �M14,� •li� - EDITION {J� �'i.� i , U.B.C. CHAPTER 23. 1 S 22 (1) SIDE �' SPt,.ICE QFl ' WM,:* ANC � SIl�SC(N TAL PROV1411--g4M.... . ..... .. IIELCIL,t SPLICESAL EB 3 � ......... .... ELEVATION C Aw ?!RO ES C. . ... .... 00 .., .......v..:.....�swr.>. N5%. .Y�:Cx5d5iwA.<s,.n-.w..,. .:.. ................•. ........... .......<.......•: .,»...... ... .... .. ...:.... , MANDATORY REQUIREMENTS MF--1 R FORM CF--1 R FORM CF-1 R FORM MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF-1R CERTIFICATE _OFMCOMPLIANCEt- RESIDENTIAL W Page CERTIFICATE RESIDENTIAL Page 3 CF-1R 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 shalt be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not Applicable, yI-w�____w_CF-iR _� Project Title .......... PROPOSED BELTRAN RES Date, , 12/17/04 151 41120 Ps ----------- Project Address., , , , , , . 1726 N POINSETTIA STREET iiEw SANTA ANA wv6, 01s I __ _ __ ( Documentation Author... CHRISTOPHER S. LEIGHTON �risr� ins I Bul di� _mit� I Terry Engineering l 180 E Main St Ste 150 i tan�Check- Da e'I Tustin, CA 926$0 I __ l (714) 838-1124 I F l e ld+Gheck-7Date I `OF�COMPLIANCEt _________0___�___-_0 Project Title, , , , , , , , , ,-PRC}P[1SED`BELTRANMRES� Date, , 12I17104�15020 l MICROPAS6 v6, 01 Y F i le-SO408720 ^ Wth-CTZ08S92 Program -FORM CF-1R I User#-MP0206 User -Terry Engineering Run -PROPOSED BELTRAN RES I _______________________________________________________________________________ COMPLIANCE STATEMENT ..._.._:: DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures: * 150(c): Minimum R-19 Ceiling insulation. X 150(b): Loose fill insulation manufacturer`s labeled R--Value. X * 150(c): Minimum R-13 Wail insulation in wood framed walls or equivalent U-factor in metal frame wails (does not apply to exterior mass walls). X * 150(d): Minimum R-19 raised floor insulation in framed floors. X 150(l) : Slob edge insulation - water absorption rote no greater than 0.3 %, water vapor transmission rate no greater than 2.0 perm/Inch. NIA 118: Insulation specked or installed meets insulation quality standards. Indicate type and form. X . 116-17. Fenestration Products, Exterior Doors and Infiltration/Exfiitration Controls. 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field -fabricated) hove label with certified U-factor, certified Solar Neat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. X 150(g): Vapor barriers mandatary in Climate Zone 14 and 16 only. N A 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. N/A 150(e). Installation: of Fireplace, Decorotive Gas- Appliances and Gas Logs. 1. Masonry and factory_ -built fireplace have: a. Closeable metal or gloss door. b. Outside air intake with damper and control c. Flue domper 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 loads calculated in accordance with ASHRAE, SMACNA or ACCA. X 150(i)i Setback thermostat on o€i applicable heating and/or cooling systems. X 1500): Pipe and tank insulation 1. Storoge gas: water heaters rated with an Energy Factor Jess 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 ether 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 sooce. Openings shall be sealed with mastic, tape, aerosol sealant or otherduct closure system that meets the applicable re q irements of UL181, UL181A, or U11818 . If mastic or to a is used to seal, openin than 1 /4 inch, the combination of mastic and either s greater mesh :or tope 9 allbe used. Building cov ies shall not be used for conveying conditioned air. Joints and seoms< 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 drawbonds. 2. Exhaust fan systems have :bockdroft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, X manually operated dompers. 114., Pool and Spa Heating Systems and Equipment, 1. System is certified with 78 % thermal efficiency, on -off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36", of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. N/A 115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot <150 Stu/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 hove either at least one luminaire with lamps with on 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 Climate Zane,,,,,,,,,., 08 --------------------- This certificate of compliance tests the building features and performance Compliance 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 regulations to I MICROPAS6 v6, 01 Fite-SO408720 Wth-CTZ08S92 Program -FORM CF-iR I i rap tement them, This certificate has been signed by the I nd i v i dua t with I ____-� User# wMP0206 _ User Terry Eng € neer I ng _ Run -PROPOSED BELTRAN RES ______ �_I overo i l design respons i b i t i ty, When this certificate of comp t € once is submitted for a single building plan to be built in muttiple orientations, any shading feature that is varied is indicated in the Special Features Z GENERAL_ INFORMATION Modeling Assumptions section. W Conditioned Floor Area..... 1572.75 sf DESIGNER or OWNER DOCUMENTATION AUTHOR W Building Type .............. Singte Family Detached Z Construction Type ......... Existing Ptus Addition Name,,,, _____________ Name.... CHRISTOPHER S. LEIGHTON C� Building Front Orientation, Front Facing 90 deg (E) Company. JUA- NC-ORONACompany. Terry Engineering Z. Number of Dwelling Units,., 1 Address, 1901 N BROADWAY Address, 180 E Main St Ste 150------ Number of Stories.......... SANTA ANA CA 92706 Tustin, CA 92680 Floor Construction Type,... Rased Floor Phone... (714) 404-8067 Phone... (714) 838-1124 Glazing Percentage......... 16,5 % of floor area Average Glazing U-factor,,. 1.21 Btu/hr-sf-F License, Average Glazing SHGC....... 0.79 ---- _ ________ Average Ce l t i ng He € ght.... , 8 ft S i gned, ti_Z I gned, . _ _ Z _ Z BUILDING SHELL INSULATION <de (date) «� ____________M____ -- ENFORCEMENT AGENCY - Component Frame Cavity Sheathing Total Assembly Type Type R-va tue R-value R-va tue U-factor Location/Comments Name, , . , - -~__-_ Title, . , 28�0 M,1jn &iL1k0 --- 4 w/ Roof ________ _n/a ___ _R-19___ _R-n/a_------- _R-19 _ --_0, 051 Existing Attic Agency, , ------ Tu ,.Cg,,.92780_..___ C New Attic Ce i t Watt n/a R-0 R-n/a R-0 0,386 Existing Ext W Phone,,, Watt n/a R-13 R-n/a R-13 0,088 New Ext Watt _ ----------- �/ Door n/a R-0 R-n/a R-0 0,330 Exterior Door S i ned, , H Eo a.�...... ..n,a R..O _. R n..- .. _ , or, . .. ,.. _ ... , � /a. .. R ,0 .....0, .097_. x ., E .l tin .F _ _ _ .� ,. , s .too . 9.. _ da e Nb.' 17014' Floor ­ n/a R-13 R-n/a R=13 0,046.New Floor Over .; FENESTRATION - �q Gk1ANk ..over f1F Cf►1.` Area U- Inter4lor Exterior, hang! Orientation <sf) Factor SHGC Shading Shading Fins ----- Window Front (E) 18.0 ,1.280 0.800 Standard Standard None Window Front ( SE) 15. 0 1; 280 0.800 Standard Standard None W i ndow Front (E) 15.0 1. 280 0. 800 Standard - Standard 'None Window Right (NE) I541.280. 0.900 Standard Standard None W i ndow Front (E) 16. 0 11 280 0.1800 Standard Standard None W i ndow .Front < E) 16.0 1,280 0. 800 Standard Standard None, LSJ Window Right (N) 16.0 1,2$0 0,800 Standard Standard None < Lii In 0 CERTIFICATE OF COMPLIANCEi RESIDENTIAL Page 2 CF-1R.=--- ci} LIJ Project T i t l of . ; , . , , wPROFOSED : BELTRAN-RES Date, ..12/ 17/04,~ 15i 411 20 l MICROPAS6 v6,01 F1te-S0408720 Wth--CTZOSS92 Program -FORM CF'IR. I E..... U I User#.-MPO206 User -Terry Engineer^ing :Run-PROPOSED.BELTRAK RES . 'l o Q FENESTRATION U' _? W <[ Over- . Area U- interior Exterior, hang! CL Orientation (sf) factor SHGC ng Fins Shading Shadi;. __ __ - LIL G W i ndow Right (N) 16, 0 1. 280 .Oi 800 Standard Standard None Window Right (N) 16.'.0 11,280 O 800 Standard Standard None C\! < W l ndow Right < N) 16. 0 1,280 0.. 800".Standard . Standard None W i ndow Back (W) 12i 5 1, E90 01800` Standard Standard None W i ndow Back (W) 16.0 1. 280 0., 800.1tand6rd Standard None t--. W i ndow Left (S) 9.0 1, 280 0.,800 Standard Standard None Window Front (E) 12.0 0.990 0.740 Standard Standard None Window Front. (E) 12.0 0.990 0. 740Standard Standard :None W i ndow Back (W) 4.5 0;.990 0. 740 Standard Standard None Window Back (W> 17,5 0..990 0;740 Standard Standard None W i ndow Left (S) 17, 5 0.910 0, 740 Stan'dd6rd Standard None HVAC SYSTEMS --- - Refrigerant Tested; ACCA Equipment Minimum Charge and. Duct Duct Duct ManuaThermostat Type_____ _Efficiency Airflow --Location_ ___ R-value Leakage D.. Type ____ Furnace 0.640'AFUE n/o. Attic R-4.2 No No SetBock RoomHP 10.00 EER No Attic R-4.2 No No SetBack WATER HEATING SYSTEMS W --------------------- U_ Number Tank Externa l ; U? In Energy Size Insulation Tank Type Heater Type Distribution Type System, Factor (gat) R .value iLL Storage Gas Standard 1` ,60 40 R- n/a < REMARKS Z <:C. ___________________ .._____-__-___________ _ __ __ -_ __ _______ FEB 2 3 200 G. il-�� � pate. 12-18--2004 E.9a, soda: AS NOTED c14.8 General Requirements P 4- piainl: c15.8.1. Notes to be placed on the plans: Ci. Foy i1�; Checke#: c16.8.11 Maintenance Information. The builder, shall provide to the building owner at occupancy maintenance information for all features, materials, components, and manufactured JT devices that require routine maintenance for efficient operation. Required routine maintenance actions shall be clearly stated and incorporated on a readily accessible label. The label may be limited to identifying, b title and or publication number, the operation and maintenance manual for that articular model and Plot pate; YY % P Pe p type of feature, material, component,' or manufactured. device, UPON COMPLETION OF'CO CiINTRACTQR SHALL 12-18-2004 ' : cl7.8.1.2 After installing; wall, 'ceiling, r or floor insulation, the installer shall make available to the enforcement agency or post in a conspicuous location in the building a certificote OBTAIN CF-6R FORMS FROM THE CALIFORNIA ENERGY Job N signed by the installer stating that the installation is consistent with the plans and specifications described in Section 10-103(o)2.A and for which the building permit was " COMMISSION ATr www, energy, ca, govlt t t te24 040872 issued and conforms with the requirements of Part 6. The certificate shall also state the manufacturers name and material identification. (CLICK :Ti3 FIND RESIDENTIAL COMPLIANCE FORMS) sheet: THESE FORMS SHALL BE COMPLETED, SIGNED AND POSTED ON.THE JOB SITE FOR THE 'PERUSAL OF THE INSPECTORT 24 PRIOR TO FINAL INSPECTION.