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HomeMy WebLinkAbout10151380.pdfi to I i ROOF PLAN SCALE FOAIT3 Ek P me This set of plans arld i at all times and it is txnia f rf to mat o asp t cis.ancs% alterations on same wiftaat sera ter{ pern,is�:�on frolTl th�� city of Santa Ana. i the acne tame of this plan a, d spe^Iric ;t one M i t? t3 . be he, to pera►st nor b "I a ro l of G „clatlo#� of any ; provisions of ANy city rdir�ancs or Mate Law. �0 Accepted By Cate in 17'-5" a'_4°01 �J N i t (EX ISTC.) FRONT V'ARI�----�- tU _ _ - — as/as/YI� M — FROFERTY LINE IObh N 5R0. 5T. FLOT A N Subject TO The Following SCALE I/8 I,_O�� NORTH 13 Planning ° i � ment 13 Fie Department 'u"L,01i Vorf\ •.� ! Y?I% A SHEET ■/■ X _. SHEET # DESCRIPTION 1 PLOT PLAN, ROOF PLAN FLOOR PLAN 2 ELEVATIONS 3 FOUNDATION PLAN FRAMING PLANS SD DETAILS 5 ENERGY FORMS 6 GENERAL NOTES Glazing in doors and enclosures for bathtubs and showers shall have Category !1 classification per CBC Chapter 24 and UBC Std. 24-2. Permissible notching and boring of joists are to be shown on the plans and shall not exceed CBC Section 2320.8.3 allowances. Exit doors from individual dwelling units having an occupant load of 10 or less may be provided with a night latch, dead bolt or security chain, provided such devices are openable from the inside without the use of a key or tool or special knowledge or effort and mounted at a height not to exceed 48 inches above the finished floor. (1003.3.1,8) Ventilation: Openings shall have 1 /4 inch corrosion resistant metal mesh covering. (2306.7) Floors: Pipes, ducts and other nonstructural construction shall not interfere with accessibility to or within underfloor area. (2306.3) 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) The dwelling shall have water closets (toilets) which use no more than 1.6 gallons per flush. (PC 402.0) A door may open at a landing that is not more than 7 1 /2 inches lower than the` floor level provided the door does not swing over the landing. Screen doors and storm doors may swing over stairs, steps or landings. Doors serving building equipment rooms which are not normally occupied. C1 N I NDO� SCHEDULE S`rm. 51 ZE TYF'E I 4'-0" .X 4'-0" ALUMN. SLID. 2 4,-0" X I,_6„ ALUMN, SLID. 0550. GLS, 5 5'-0" X 4'-0" ALUMN, SLID. 4 NOTE: ALL 1,4INPON5 TO 5E DUAL GLAZED. 0 DOOR SCHEIDUL E 5YM. 51ZF TYFI- A 2'-8" X 6-e>" X 15/8" HOLLOW CORE b'-O" X 6 `-a. SLID. 6LA55 TEMP. GLA55 G 6'-Or` X b'--8" SLID. ND. D5L. DR5. D 41_� }II X 6{-Sty V SLID. ND. D5L. DR-5. H05E 5155 W/ 5ACKFLc FREVENTER F-51 . (_.�. 251_511 F I BEROL 5HATTER 3 k4ALL5 kJ/ 5HOWER ENCLOSURE GREEN 5RD 0 IN . CLA55 REVISIONS G {-X DR FTING RESI Co ME C GUILLERMO PALAFOX 8050 E. Florence Ave. I suite #27 Downey, CA, 90240 phone: (562) 928-5467 pager: (562) 409-3116 i I GENERAL NOTES ty 1. VERIFY MEASUREMENTS WITH to I CORRESPONDING COSTRUCTED OR I EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK, AND NOTIFY THE ARCHITECT IMMEDIATELY OF SIGNIFICANT DISCREPANCIES. { i � � 2 FINISH ELEVATIONS REFERENCED ON ARCHITECTURAL DRAWINGS ARE DATUM j ELEVATIONS ABOVE THE FINISH FLOOR ELEVATION, THE CONTRACTOR MUST COORDINATE DATUM -BASED ARCHITECTURAL ELEVATIONS SHOWN WITH SITE -SPECIFIC ELEVATIONS SHOWN ON CIVIL DRAWINGS. 3. WALL DIMENSIONS SHOWN ARE TO FACE OF WALL FINISH UNLESS SPECIFICALLY NOTED OTHERWISE. i Project: s PROPOSED db 1-- STORY ADDITION 4'-4" 51 0 3'-O" F171 Existing Ul _MIN. Space g NN CAM 1 L,Y 1 ROOM I El 4 I 1 I I :E �ACC55 w% 50" MASTER MIN. HE DRM. BDI�',DCaM qP ATTER'r' SACK -UP 5MOKE DETEC. TYP. I AX. X- AND I NC db 10 X Exist. Bath Existing Kitchen n (",-AAPPIKOVED MASTER A..P.:IQ Z PLANXT ..tt ,.� :wA�I'rs�.._.�. EXISTING C--`---- "-e PROPOSED Nt 25 City of Santa Ans BATTERY SMOKE ALARM IF NON EX15T. T`rF. Existing Living Room 0 B.droom Sheet Title: - 5AT ;"ERY SMOKE PLOT PLAN ALARM IF NONr�nE PLAN EX15T. TYF. DWJ%a E-cT BG LG a R PLAN ECH 0FRADIAI !#ON'ST�. n"l CODE 1iii11DEV Ilrr Y r . Existing Bedroom Existing Forch �LOOi� FLAN NEW FLOOR AREA: '752 S.P. roject for: roject: ddress: J066 W. 3RD. ST, SANTA ANA, CA 1 Checked Job no. 0288 ,r Drawn r0 rtO Date 07/18/05 SHEET: I I OF SHEETS REVISIONS EXISTO.i, DITION -----(F-X15TC .) ROOF----- - (F-X15TC .) HOU5E ----- .. E. STUCCO 14"X6" SCREEN—' FOUND. VENT5. T`PPICAL NE057 EOLEVA710N 5GA�LF 1 /4"= I'-O" 24'XI2" 6.5. DORMER VENT CLG. LINE i dJ i ---1} STUCCO ---*- < TYPICAL FL. LINE - I " STUCCO - TYPICAL 26 C A. 6ALV. 5TL-. WEEP 5CREED TYP. ---(EX15TO.) ROOF-- - (EX 15TC .) HOU5E -----E. STUCCO---► �,'XIZ' 67.5. ORMER VENT` CLG. LINE 0 _ _ ------ — —LIN------ "XIS" ACCE55 ATTIC VENTILATION: ATTIC AREA: 752 5.F. 752 / 150 = 5 5.1=. REOU I . (1) 14"X24" LOUVER \/ENT= 2.54 5.F. (2) 12"X24" DORMER VENT=5.141(o S.F. TOTAL PROVIDED = .48 S.F. 14"X241' 6.5. LOUVER VENT 12 4F 5TC ROOF O.S. FLASHING ---------------------------------- CLC. LINE -055C. &LA55 1" 5TUC00 --►- 0 TYPICAL FL. LINE 26 6A. CALV. 5TL. 14"X6" SCREEN----' WEEP 5CREED TYP. FOUND. VENTS. TYPICAL 50U7H ELEVA71 ON 5C AtLE 1 /4"' =1 "_� DOTE PROVIDF- 4411 MAX. 51LL HOT. ABO /I= FIN 15H FLOOR FOR EMf=ROENCY EXIT ON .ALL 51=DROOM WINDON5. RADIANT BARRIER REQUI 2" X 6" ROOF RAFT. @ 16" O.C_ 6-16d/LAP 12 A35@ 32" O/C ���j\\\ 4 12 ROUEINO: (Ex I ITCH.) HOU5E E STUCCO GL455 "All ,t OR 11511 COMFO- 51TION 5H1NOLE5 O\/ER 2-LAYER # 15 FELT U5E C ALV. ROOF I NC N,4I L5 (FIRE RETARDANT) 2" X 8" RIDGE BRD 2"X6" CONT RADIANT BARRIER REQUIRED PURLIN �/2 CDX PLYWOOD SHTG. W/ 8d 6",12" O.C. 14"X6" 5CREEN 1 26 OA. &ALV. 5TL. FOUND. VENTS. TYPICAL WEEP 50REED TYP. tt tt t 4 # ttt ..,AST "ELEVATION " PP 2 X 8 FASCIA W/ R-30 INSULATION SOA�LF 1/4"` =1 "-O`" 2-16d PER RAFT. " CLG. JSTS. ® 16" O/C 12" 211 TAIL TYP. 'v (2 26 GA. GALV. STL. WEEP SCREED TYP. WITH 3 -1/2" FLAN AT STUCCO d•.4< 2" X 6" P.T. SILL PLATE TS_j 5/8" DIA. X 10" A. BOL @ 6'-0" 7" MIN. EMBED. 1 2" FAMILY RM. 5/8" T&G PLYWOOD SHTG. W/ 10d @ 6",10" O.C: - R-19 INSULATION ---I 2" X 6" ROOF RAFT. @ 16" O.C. L'rX 6" CLG. JSTS. @ 16" O/C DBL. 2" X 4" PLATES 2" X 4" STUDS @ 16" Q.C. R--13 INSULATION BEDROOM 2" X 6" FLR. JSTS. 4" X 6" GIRDER e' #4 T& B 1211 SQ. CROSS SECT101\4h I "X" SCALE 3/8"=1,_0$1 �t 0 i _ MATCH EXIST. Plans drawn by: GUILLERMO PALAFOX 8050 E. Florence Ave. suite #2'7 Downey, CA. 90240 phone: (562) 928--5467 pager: (562) 409-3116 GENERAL NOTES 1. VERIFY MEASUREMENTS WITH CORRESPONDING COSTRUCTED OR EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK, AND NOTIFY THE ARCHITECT IMMEDIATELY OF SIGNIFICANT DISCREPANCIES. 2. FINISH ELEVATIONS REFERENCED ON ARCHITECTURAL DRAWINGS ARE DATUM ELEVATIONS ABOVE THE FINISH FLOOR ELEVATION. THE CONTRACTOR MUST COORDINATE DATUM -BASED ARCHITECTURAL ELEVATIONS SHOWN WITH SITE -SPECIFIC ELEVATIONS SHOWN ON CIVIL DRAWINGS. 3. WALL DIMENSIONS SHOWN ARE TO FACE OF WALL FINISH UNLESS SPECIFICALLY NOTED OTHERWISE. Project: PROPOSED 1-- STORY ADDITION Sheet Title: Project for: v'%- Project: Address: 1066 W. 3RD. ST. SANTA ANA, CA Checked Job no. 0288 Drawn robertO Date 07/ 18/05 SHEET: 2 17� OF SHEETS 14"X6" SCREEN FOUND. VENTS. TYPICAL r cn J.61-5 11 .moo G% t O I R01=R PO r-AT SIDES 4 25'-511 121-1111 1-411 b t-y 11 W/ 1/2" AIR SPACE 5" MIN. BEARIN TYP. -Cf I- t_ -1 - ,�,pF tf=J 1_ T J - - - - - - l - -1-- + -- I I F_ t -I i I 1 1 `✓ 1 15 1 � 1 5D t I 2"X6" FLR. J TS. a I6'" 0/G __)2"X6" FLR. T5. ® 16" 0/0 I _ 2-2 "X6" FLR. J5T5. L 1 24"XIS" I 1 IZ L I I D t I i t F_ t 7 i l l i- t 7 —i L. t � j j l l l L -I ACCESS t t I I FL I l q 22" 50. CONC. 5D t 4PIER5 TYP. t 7 I I L I- 7 1 I I 1 4"X6 "C I RDER 1 I I D.F. # Srll l 111_ 1 �O. N NDINGPSL 4-6 l l L 2-2"X6 ,FLR. J5T5. II" E — __1 ____ — — "-oil 314 I �- ----------- - I (EXIST) 12" X12" l CONT. FTC. I i I I I I l IO NEW GIRDER TO---� I SD REST ON E. FTC. TYP. I #4 DOWELS INTO EXI5TC. I FTC. 11" MIN. EMBEDMENT 11 f W/ POUR ROCK OR EPDXY BD I l I l I I i existg. raised foundatior, w OF I 77 /7 7 = NEW 12" X12 " DEEP CONT. FTC. W1 1-#4 TOP 4 5OTT. T1'P. \'/ = 5/5 " D I A. X I 0 " A. BOLTS @ "& "-C "" O/C 12 FROM GOR.NER.5 I$ ENDS (7 MIN. EMBED.) W1 2.5"X2.5"XI/4" 5TL. PLATE WA5HER5 0 UNDERFLOOR VENTILATI(� AREA: 752 5.F. 752 1 I50=5 S.F. REG2U1. (6) 14"X6" VENTS= 5.51 S.F. (1) l8"X24" ACCESS =5 5.17. TOTAL PROVIDED =5.51 S.F. FL_ R « 5HEAT I NO USE 518" T 4 C PLYWOOD LAY PLYW. FACE GRAIN PERPEN- D I CUALR TO FRAM I NC AND NAIL WIIOd� >"",10""OIC 112 "" GDX EXT. GRADE PLYWD. Wl EXT. GRADE CLUE (P.I.52116) LAY PL`r°WD. FACE GRAIN PER- PENDICULAR TO FRAMING AND NAIL WI Sd ca (oil ,1211 OIC NOTES: NOTCHING OF RAFTERS OR JOIST COMPLY WITH THE FOLLOWING: 1. MAXIMUM DEPTH OF NOTCH I NC AT THE ENDS OF THE MENBER SHALL NOT EXCEED ONE-FOURTH THE DEPTH OF THE MENBER. 2. NOTCHES IN THE TOP OR BOTTOM OF THE MENBER SHALL NOT EXCEED ONE -SIXTH OF THE DEPTH, AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. [CBC 2520.8.5 4 CBC 2520.12.41 "PROVIDE 18 X 24 INCH UNDERFLOOR ACCE55 OPENING TO FOUNDATION SPACE, UNOBSTRUCTED BY PIPES, DUCTS AND 51MILAR CONSTRUCTION. NO UNDERFLOR CLEAN OUT SHALL BE LOCATED MORE THAN 20' FROM AN ACCESS DOOR, TRAPDOOR, OR CRAEL HOLE [CBC 2506.5 AND CPO7O-1. l a]" "HOLDOWN5 HD2A TO BE PLACED AT ENDS OF NEW SHEAR WALLS'" Fram"' n Notes. Y v v V Notching of exterior and bearing/nonbearing walls shall not exceed 25%/40% respectively. Bored holes in bearingfnonbearing walls shall not exceed 40%/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 2320.11.10) Roof diaphragm nailing to be inspected before covering. Face grain of plywood shall be perpendicular to supports. Foundation Notes: Hold-down hardware must be secured in place prior to foundation inspection. (1605.2.2) 5PE01FIC,AT10N5: CONCRETE STANDARD GRADE f'c = 2500 psi CONCRETE BLOCK GRADE N PER ASTM C-90 (NO SPECIAL INSPECTION UNO) MORTAR TYPE S 1:1/2:4 CEMENT TO LIME TO SAND GROUT 1:5:2 CEMENT TO SAND TO PEA GRAVEL f'c = 2000 psi REINFORCING STEEL PER ASTM A-615 5TRUCT)RAL STEEL 5HAPE5 PER ASTM A-56 COLUMNS PER A5TM A-55 GRADE B BOLTS PER A5TM A-50"1 WELDING ALL FIELD WELDING BY CERTIFIED WELDERS E-10 XX ELECTRODES LUMBER DOUGLA5 FIR GRADING PER WCLIB RULE # 16 SIZES PER P5 20-10 J015T, PLANKS, GRADE #2 OR BETTER P05T 4 BEAMS GRADE #1 OR BETTER PER PSI-415 WITH EXTERIOR TYPE GLUE. ROOF DIAPHRAGM 1/21, GDX Wad a 6:5 (P.1 52/10) FLOOR DIAPHRAGM 5/5" GDX INlIOd ® 4:6:10 (P.I 24/0) 5**(M. MATERIAL PANEL NAILING PLATE NAIL I NC FRAMING ANCHOR5 ANCHOR 5OLT5 EDGE FIELD PLATE A 1/21, 5TR. I ad ® 61, ad a 121, 16d ® all O/C A55 a 24" O/C 5/S" VIA. a 6' �Rf4M I N� F,L?�N SCALE I/4"=1'-O" Plans drawn by: GUILLERMO PALAFOX 8050 E. Florence Ave. suite #27 Downey, CA. 90240 phone: (562) 928--5467 pager: (562) 409-3116 1. VERIFY MEASUREMENTS WITH CORRESPONDING COSTRUCTED OR EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK, AND NOTIFY THE ARCHITECT IMMEDIATELY OF SIGNIFICANT DISCREPANCIES. 2. FINISH ELEVATIONS REFERENCED ON ARCHITECTURAL DRAWINGS ARE DATUM ELEVATIONS ABOVE THE FINISH FLOOR ELEVATION. THE CONTRACTOR MUST COORDINATE DATUM -BASED ARCHITECTURAL ELEVATIONS SHOWN WITH SITE -SPECIFIC ELEVATIONS SHOWN ON CIVIL DRAWINGS. 3. WALL DIMENSIONS SHOWN ARE TO FACE OF WALL FINISH UNLESS SPECIFICALLY NOTED OTHERWISE. Project: Sheet Title: FOUNDATION PLAN FRAMING PLAN Project for: Project: Address: Checked Date 07/18/05 SHEET: OF 6 SHEETS REVISIONS BY 1/2" GDX PLYWD. dR/1.24/0) 1/2" COX PL'1'WD. 211X RIDGE SRD. 8d a6'' 1211 a/c, OVER 8d a 61, 12" 0/G OVER 2X F a i6" 1/21,, GDX PLYWD. Vet/ 2X € ,R, IFa" .R, 1/2" CPX PLYWD. Wl SX t� fi�1R.' ®/C OVER O/C OVER 2X R.R. a {6 �P.1.321161 2 X G.J. a 16 0/0 II 2 X G.J. t� 161,O/G 2 SIN1P50N aT-2115 6-I&d PER LAB? STRAP 1^ll IO-16d A35 ® 2411 O/1.. 5. 2 "X FASc. I A A55 2 O/C 6-16d PER LAP W/ 2-16d PER A35 a 24" O/C + + + + + +___. , ROOF RAFT. 2X4 5RACE5 B.N. + + + + + + . . Va>" MIN, STUCCO `� * • . 6-16d PER L P 55052" a/c, 2 X G:J, a 1611 O/C OR SEE ELEVATION FOR EXT. FINISH EA. 51DE Plans drawn by: 5L. 2"X4" PLATES 12" 121t DSL. 2 "X4" PLATES 2"X GLC , J5T5, 0 16" O/C TYP. TYP. G P # FOX 2 "X FASCIA "X4" °' 2 "X4" STUDS 16" OfG T I��� W/ 2-16d PER 2 STUDS a 16 O/C �� �� 4 X BEAM ROOF RAFT. D15L. 2 "X4" PLATES 2-16d T.N. EA, 2"X ;, FA5VA E EA. J015T 2"X4" 5TU05 i6" OlC N/ 2-i6d PER ROOF RAFT. RESIDENTIAL, MM CIAL II 2X R,R, 16 `�/8" MIN. STUCCO GUILLERMO PALAFOX OR SEE ELEVATION 8050 E. Florence Ave. FOR EXT. FINISH suite #27 ".� Downey, CA. 90240 Phone: (562) 928--5467 pager: (562) 409-�3116 2 X4 STUDS 0� 16 OIG " " 1118" MIN. STUGGo �, " 2X4 STOPS 0 1601G 2"X4" 5TUD5 a 16" O/C (�EXI�STC,) rt 2X4 STUDS 0 16 O/C GENERAL NOTES -lls" Mix. STUCGo OR SEE ELEVATION 2 "X 4" SOLE PLATE 5/8" T 4 G PLYWOOD 5HT6 SEAM BEE PLAN OR SEE ELEVATION 5/8" T4G PLYWOOD 5HTG. W/ ad • 6",10" 01G FOR EXT. PINT 5/6TtG PLYWOOD SHTG, " Wl 8d 0 5",10" O/C 2"X F.J. I " /G (� 6",1 Q" O/G 1. VERIFY MEASUREMENTS WITH FOR EXT. FINISH 26 6A. GALV. STL. " „ 2 X F.J. ® Ib O/C 26 GA. GALV. STL. " II 2x F.J. 0 ib 0/G " X F.J. a W' O/G II 518 T PLYWc',�OD EX15T6. FLR. SHTC . BHT CORRESPONDING coSTRUCTEO OR EXISTING CONDITIONS PRIOR TO WEEP 5G WEEP SCREED TYP. W/ Bd a 6 "'10" 0/0 PROCEEDING WITH THE WORK, AND NOTIFY THE ARCHITECT IMMEDIATELY OF SIGNIFICANT DISCREPANCIES. SINIP. EGG44 �A55* /'� �5 /`���FINISH �' "~�A55c� 16" 0/G 2 POST GAP `�" 16" O/C I6" O/G ARCHITECTURAL DRAWINGS ARE DATUM W " X b" P.T. 51LL PLATE 2" X 6" P.T. SILL PLATE ELEVATION T EO ONTRACTORHMUSTOR 2,'"/ X 6" P.T. BILL PLATE 0 ( W/ 5/5" 0 X 10" ( Wl 5/8" 4> X 1O�„/.� jn(/ 5/ "d�X 1Q" COORDINATE DATUM -BASED Q © c A. DOLTS 4 6'-O" DIG < 0 A. BOTT5 a b'-V" O/G 0 A. 5OLT�J' (V 6'-O" 0/0 EX15TO. FLR. J5T5. ARCHITECTURAL ELEVATIONS SHOWN WITH 0 } 4'-0" IN SHEARHALL TYP, } 4'-0" IN 5HEARWALL TYP. SITE -SPECIFIC ELEVATIONS SHOWN ON - ----- - C1% MIN. EMBEDMENT) ra! s (1 MIN. EMBEDMENT) W1 X 2511 X 1/4" - 4'-0" -71' IN SHEARWALL TYP. 0 CIVIL DRAWINGS. - _- 22.p5" X X 1/4" -may .5" MIN. EM�"3EI�NtE�T - ®2.5," WASHERS V ILI2 Ld� -..- 1/2" X 2 1/2{' X 1/ " .. NEW 4X6 3. WALL DIMENSIONS SHOWN ARE TO FACE 01 RDER — ' OF WALL FINISH UNLESS SPECIFICALLY NOTED OTHERWISE. II 411X POST 6" - b" 3" GLR. 3" GLR. ,I 3" GLR. EX15T(5. FTC. Project: _* 1 4 TOP B01'T'. -«4 1 TOPi BOTT. {I 12 1-#4 TOP$ BOTT. PROPOSED f2" I2 # —STORY ADDITION 5/8" T $ O PLYWOOD 5HT6. . Sheet Title: 2 " 5TUR5 a 16" O/G V�I/ 8d a 611,1011 O/C 211 X F.J. Cs� I6" O/G 2It X F,J. � I6" O/C Planning & Building Agency � � Building Safety Division RESIDENTIAL WATER l 20 Civic Center Plaza P.O. Box 1988 (M-19) HEATER INSTALLATION DETAILS #• MST2 Santa Ana, CA 92702 ` " l (714) 647-5800 Www.santa-ana.org - D-1: 11-01-02 SNUG SPACER REQUIRED Ii '� 4 X 6 GIRDER A. APPLICABLE BUILDING STANDARDS: 1'MiNIMUMFRQM GQMBusTIeLEs IF YANK HAS AN INSULATION BETWEEN THE WATER HEATER AND THE WALL 1.2001 California Plumbing Code (CPC) `�,� BLANKET, LEAVE IN PLACE 4" X 4" PAST E 2.2001 California Energy Code (Title24, Part 6) . 2001 Ga{IfOCnia BUiiding Code (CBC) A;- A APPROVED STEEL STRAPS AROUND *-- 2X4 STUD tVPR - +{ - 4. Santa Ana Municipal Code' TANKSNUANY SNUGWRAPSPACER TANK AND SNUG SPACER E RIGID METAL A BRACKET UP PROVIDED BETWEEN THE WATER HEATER AND WALL 1t4" X 4 1/4" LAG SCREW WITH WASHER Project for: (FOR CONCRETE WALLS, SUBSTITUTE 1/4" EXPANSION BOLTS \\7, FOR SCREWS) 1 E) l N j / - ry WINDOW OR OTHER OPENING �— INTO THE BLDG, 5I MP. P54 SECTION A -A #' 4 RE-5AR EM5EDDED 9" aurLONG THIS SYSTEM MAY BE USED TO ANCHOR A HOT WATER HEATER THAT IS ADJACENT TO A WALL. TANK FEET NEED TO BE BOLTED TO THE FLOOR AND THE HEATER HOOKED II X `+ 11�T0 ( 5/ I O WALL 43 UP WITH A FLEXIBLE GAS CONNECTION. Project: LONG HOLE FILLED W/ .---.-MINIMUM---- �I Address: EPDXYk�IMP50N '-TLUE) '72 ��'EE PLAN VENT GAP 1 U.L. LISTED iIC80 4 �' E ICI SPECIAL INSPECTION REG2U I RED 1.2. MINIMUM 12' ABoVE ROOF 2X FRAMING MEMBER 1066 W. 3 RD . S T . - —STORM COLLAR THE PERMIT APPLICANT SHUUI D Cl if�C h: WITH THE PLANNING DIVISION i-C7F2 SItI:L) -SHE: ET METAL FLASHING CONSTRUCTION MATERIAL 8EQUI1`A Mt I t S AND SUBMIT A SITE PLAN SHOWING LXAU I SANTA ANA, CA POST SEE' FRAAMIN6 MINIMUM 5' 0' i' MINIMUM CLEARANCE BETWEEN VENT LOCATION OF THE SHED ON THE. --AND ANY COMBUSTIBLE MATERIAL PROPENG DIVISION'S STUD BEE FRAMING P05T 5€E FRAMING ," APPROVAL SHREQUREID PRIOR TO THE ISSUANCE OF BUILDING AND PLUMBING 2X4 ATTACHED 5TUD 5EE FRAMING PERMITS APPROVED �' WITH 16D NAILS FULL OPENING _ MINIMUM 3' DIA. SHUT-OFF VALVE U.L. LISTED 8-VENT (DBL-WALL) I i I I II 4X4 POST 2Xa STUD - a DRILLED HOLE TO BE I/32-I116 COLD - VENT CONNECTOR PIPE APPROVED INSIDE THE ENCLOSURE ONLY t I i i ' I I APPROVED STEEL 2X,1. LARGER THAN BOLT DIAM. WASHERS REQUIRED DRILLED HOLE TO BE 1/52-1/I6 HOT — '� I I < - - �[— FLEXIBLE WATER UPPER COMBUSTION -AIR MIN. 50 SO. tN. ( I ' I i CONNECTION �_. STRAPS ATTACHED WITH t6D NAILS LARGER THAN BOLT DIAM. I i TO 4X4 POST -- EXTRA WOOD SPACER OF NAILED TO Checked - SIMPSON HOLOONN PiAc R REOUIREP UNIONS (TYP) AN APPROVED PRESSURE AND TEMPE- i I i c TERMIINATE THE DISCHARGE VALVE PIPE NO IRED.I ( t 3t4" I t g.., I i (- STEEL ANGLE BRACKETS 2X4 TO CREATE SNUG FIT BETWEEN - 51MP5ON HOLPDWN MORE THAN 24" OR LESS THAN $"ABOVE __t_ THE GROUND. 00 N07 REDUCE PIPE �- SIZE.. TPR DRAINLINE SHALL BE METAL Q TANK AND WALL 0288 Job J o lJ n o . C �J' I MPWN 55T5 ANCHOR cc FOR INTERIOR WATER HEATER INS- TALLATION (IN-HOUSE OR GARAGE I DR.ANLINE Sh1ALl EXTEND TQ EXT&OR I I i ALTERNATE SECTION A -A CC 51MP5ON ET22 L,A,R.R 251b5 114' PER FOOT + ± I I FALLL ON DRAfNRL LINE Drawn robertO • PT SILL PROVIDE C.ONTINVOU5 INSPECTION BY A DEPUTY RE S RE N PE GI TE D 15 GT©R APPROVED WATER I ( STEEL � OR S RAP ED TO RESIST HORIZONTAL I 1 STRAPS ALTERNATE METHOD d 4 4 • q BOLTING SCHEDULE '4 • FOR H02A-s 5ST520 a BOLT PER HD DISPLACEMENT DUE TO EARTHQUAKE t I A.G.A. LISTED MOTION REFER TO THE ILLUSTRATIONS I I APPLIANCE VALVE WITH ON PAGE 2. THE PERMIT APPLICANT I I OF BRACING FOR FREE STANDING WATER HEATER (�,�� 1 �(� 5 Tl ate (J HPSA-s 55TB24 C v 4 ;® FLEX -CONNECTOR, 514ALL BE RESPONSIBLE FOR THE i I 1 3t4" MAX. LENGTH 4 A;TUAL DESIGN OF EARTHQUAKE 11 I H06A-: 5ST526 Q 4 p HDIP7A-s 55TB2b A Q , 4 4 �.•�. 2-1/2" EDGE DISTANCE a 36" RESTRAINTS. CAS PIPING MAY REQUIRE A �} -- f Q d d (� v v ° 4 °d.' ,a p a 4 4. o° GK WITH f LD INSPECTOR rQ LO,&ERCOMBUSTION-AIR -""�. - I -.� SHEET: •Q 4 O •p a d. ,4 �' ° .be � • d �,� GAS ; r ss:N S0 50 IN. 1 FLEXIBLE GAS LEVEL i._ CONNECTION CONCRETE SLAB HOLIDONN EX I ST I NO FOCTIN6 Page 1 of 2 Page 2 of 2 OF SHEETS H0L.D0WN 0 NSW SOOT I NCS a r w d 4 roVh,lot &F I. taf'� Taw NA CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 1 of 3) CF-IR I - 5TOR*I( ADDITION 8l25l05 Project Title Date 1066 W. 5izD 5T, 5ANTA ANA, CA. Project Address Building Permit a 6.P, FOX DR.AFTIN6 (562) Q2e>-5461 Documentation Author Telephone Plan check r Date PACKA6E .iD ii 8 Field Check i Wit! Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area 732 ft2 Average Ceiling Height:�8_ ft Conditioned Slab Floor Area N/A ftZ. Building Type: ._ _ .:Single Family x Addition (cheek one or more) Multi -Family Existing -Plus -Addition Front Orientation: 'N North / South /'Past / West / All Orientations (input front orientation in degrees from True North and circle one) Number of Stories 1 Number of Dwelling Units: 1 Floor Construction Type: Slab/Raised Floor (circle one or both) RADIANT BARRIER (required in climate zones 2, 4 &IS) Required for this submittal ✓yes _ _ no BUILDING ENVELOPE INSULATION Component Type Frame Type wd = wood sit = steer Cavity Insulation R-Value Sheathing Insulation R-Value Total R- Value` Assembly U-Factor, Location/Comments (attic, garage, typical, etc.) Wall WOOD 12.54 R-15 0.0b1 EXT. WALLS Wall Roof . - WOOD 2657 .62 R-50 0,055 EXT. ROOF Roof Floor HOOD 26,52 1.15 R-111 0.056 UNDER FLOOR Floor Slab Edge roe pr scrtn*; .-e moliance. t otal x-Value 00 Arse bl -t for are not r re t r a &fflQ-trWnecl wall Lhat me is c vt-t'alu' itl�tilalin rea ements for th€PrescEiDtivii, Package. FENESTRATION Shading Devices Fenestration #/T e/Pos, Orien- Cation Area W Fenestration U-Factor Fenestration SHGC Exterior Shading Att. Overhangs/ Fins Front N 0 40 0.55 5CREEN NONE Front Left E '72 .40 0,55 PVQI SCREEN NONE Left Rear 5 .26: .40 0.55 5CRZEN NONE Rear Right H 52 .40 0.55 5CREEN NONE Right Skylight Skylight Compliance Forms August 2001 MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page I oft) MF-1R Note: Low•rise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked w' risk e ar ed with an asterisk ()may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is, incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures %,tether 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 Measuresi $ rS0(a): Minimum R-19 ceiling insulation. R-50 § 150(b): Loose fill insulation manufacturer's labeled R-Value. ' § 150(c): Miniumum R-13 wall insulation in wood framed walls or equivalent U-Factor in metal frame walls R-15 does not appIX to exterior mass walls). ' § i Sold): Minimum R-13 raised floor insulation in framed floors. N/A § 150(1) : Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no R� greater than 2.0 Rgmilinch. § 1 Is: Insulation specified or installed meets insulation quality standards. Indicate type and form. BATH -I N5, § l 16-17: Fenestration Products, Exterior Doors, and Infiitration/Exfritration Controls MANSI VE 1. Doors and windows between conditioned and, unconditioned spaces designed to limit air leakage. 2. Fenestration products (exceptfield-fabricated) have label with certified U-Factor, certified Solar Heat N/A Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weathcrstripped; all joints and penetrations caulked and sealed. § 150(9): Vapor barriers mandatory in Climate Zones 14 and 16 only. N/A § 150(1): Special infiltration barrier installed to comply with § 151 meets Commission quality standards. N/A § 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. I. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control N/A c. Flue damper and control 2, No continuous burning gas pilot lights allowed. Space Conditioning, Water Heating and Plumbing System Measures: § 110- .113: HVAC equipment, water, heaters, showerheads and faucets certified by the Commission. APPL I E5 § 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA OR ACCA. § 150(i): Setback thermostat on all applicable heating and/or cooling systems " V §,150(j): Pipe and tank insulation 1, Storage gas water heaters rated with an Energy Factor less than 0.38 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, tun -recirculating systems, insulated (R-4 or greater) 3. Back-up tat =- for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 APPL I E5 external insuiation or R-16 combined intertud/extenial insulation. " 4. All buried or exposed piping insulated in recirculating sections of hot water systems. .5. Cooling system piping below 55°F insulated. 6. Piping insulated between heating source and indirect hot water tank. CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 2 of 3) CF-IR I - 5TOFVr ADDITION 81/25/05 Project Title Date NVAC SYSTEMS Note: input hydronic or combined hydronic data under Water Heating Systems, except Design I Icating Load. Distribution Heating Equipment Minimum Type and Duct or Heat Pump Type (furnace, heat Efficiency Location Piping Thermostat Configuration pump, etc.) (AFUE or HSPF ducts, attic, etc.) R-Value T� PC tselit or kit e WALL FURNACE e>O % WALL R/O 5ET-5AGK PACK.A6E Cooling Equipment Minimum Duct Heat Pump Type (air conditioner, Efficiency Location Duct Thermostat Configuration heat urn), evap.coolin SEER attic, etc.) R-Value Tvslit or ka e WA N/A SEALED DUCTS and TXVs (or Alternative Measures) ❑ Sealed Ducts (all climate zones) (Installer testing and certification and HERS rater field verification required) ❑ TXVs, readily accessible (climate zones 2 and 8.15 only) (Installer testing and certification and HERS Rater or field verification required) ❑ Refrigerant Charge/Air Flow (climate zones 2 and 8-15 only) (Installer testing and certification and HERS Rater or field verification required) OR ❑ Alternative to Sealed Ducts and TXVs (see Package C or D Alternative Package Features for Project Climate Zone) Climate Zone Window SHGC Window U-Factor SEER licating e> 0.40 75 N/A 80 % WATER HEATING SYSTEMS Energy' External Rated, Tank Factor or Tank Water Heater Distribution Number Input (kw Capacity Recovery Standby) Insulation Type Type in S stem or Btu/hr) , gallons Efficien Loss % R-Value 1. For small gas storage water heaters (rated inputs of less than or equal to 75,000 Btu hr i, elm tnc resistance, and heat pump water heaters, list Energy Factor. For large gas storage water heaters (rated input of greater than 75,000 Situ hr ), list Ratcd input. Roos enLiiciency and Standby Loss, For instantaneous gas water heaters, list rated input and recovery efficiencies SPECIAL FEATURES (add extra sheets if necessary). Package C and D: TXVs, Sealed Ducts, Radiant Barriers (see installation requirements for radiant barriers in Section 8.13 of the 2001 Residential Manual). Package C: thermal mass (thermal mass type, covering, thickness and description). Compliance Forms August 2001 MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 2 of 2) MF-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 nxmc stringent compliance requitement.+ listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the fcaiures noted shall be considered by all parties as minimum component performance specifications for the mandator) measures whcthcr they arc shown elwhere 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 Space Conditioning, Water Heating and Plumbing System Measures: (continued) § 150(m): Duce and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirement of the 1998 CIVIC tic: eons 601, 603, 604, and Standard 6-3; ducts insulated to a minimum insualed level of R4 2 or enclosed entitcly in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct-cknurc s) stem that meets the applicable requirements of UL 181, UL I81A, or UL 18113. If mastic or tape is used it) seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used building APPL I Er..y- 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 adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for convey ing cond,t air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and sup.Ki platforms shall not be compressed to cause reductions in the cross -sectional area of the ducts 3. Joints and seams of duct systems and their compnents shall not be sealed with cloth back rutkvi adhesive duct tapo:s unless such tape is used in combination with mastic and dra-A twuls 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilating systems serving conditioned space have either automatic or readily acct-&%&Nc. manually operated dampers. 6. Protection of Insulation. insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not limited to the following. Insulation eypo.ed k, weather shall be suitable for outdoor service e.g., protected by aluminum, sheet metal, piumcd cans as. or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating chat is water retardant and provides shielding from solar radiation that can cause degradation of the matcf �l § 1 14 Pool and Spa Heating Systems and Equipment. i. Sy stem is certified with 78% thermal efficiency, on -off switch, weatherproof operating instrucuons, no electric resistance heating and no pilot light 2 System is installed with: N/A a At least 36" of pipe between fiher and heater for future solar heating. b Cover for outdoor pools or outdoor spas. 3 Kx)l system has directional inlets and a circulation pump time switch. § 115 Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no N/A continuously bumm ilot light. Exce tion: Nan -electrical cookie appliances with ilot<1SO Btuho §118 (f) Cool Roof material meet specified criteria Lighting Measures: § 150 (k)l.: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumen. wan or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily APPLIES accessible lighting conuoi panel at an entrance to the kitchen. § 150 (k )2.: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens wan or greater switched at the entrance to the room or one of the alternative, to this APPL I E5 requirement allowed in § 150(k)2.; and incandescent recessed ceiling fixtures are IC (insulation cos cr ) approved, Compliance Forms August 2001 CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 3 of 3) CF-IR I - STORY ADDITION 8/25/05 Project Title Date COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts I and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. when this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/Remarks section. The undersigned recognize that compliance using duct sealing and TXVs requires installer testing and certification and field verification by an approved HERS rater. Designer or . , `er (per Business and Professions Code) Documentation Author Name: Name: 6UILLERMO PALAFOX OWNER 6,P. FOX DRAFTIN6 Title/Firm. Title/Firm: Address: 1066 W. 5RD 5T. ITI e>050 E. FLORENCE AVE, 5ANTA ANA, CA. DOWNEY, CA. Telephone: :Lic. a: (ate) (date) Enforcement Agency !.tame: _lt7HN HAMII.TON Title: I? F Agency: Telephone: (210) 68Q-2733 signalure stamp (date) Compliance Forms August 2001 A.L),Dl{,ND UM TO: CERTIFICATE OF COMPLIANCE FORM(S) lT:tt.,. r1A .,.. i3on.iS, a t!� Project Plan Check No.: ` Project Address: - THIS _..._ Suite No, i � �+� �FORM IS TO BE AN BY A QUALIFIED ENERGY tJlZ�7Vi.t1 Q11Jtltl }lZuat''l3 E EIi.;:...R1�Y ><i�°fiIGNEER E I have reviewed the ,calculations and drawings for the above project and find both to be E in compliance with the linergy .Efficiency Standards and Administrative Requirements of the California Code of Regulations, Title 24, Parts 1 and 6. I understand that this review ! was performed as representative for the enforcement agency, The City of Santa Ana Building Safety Divi 'on. -- Signature: Date: Print Name: ,cTitle: 1 10 Company'game: R Phone No.:( } �� f .. t Company Address: 1 �,- f Wco r") C th i i I F011:07-01-98 SECTION LII-MANDATOR.' MEASURES The followingitems represent the MANDATORY REQUIREMENTS for ALL LOW-RISE ESIDENTIA , buildings and shall appear as notes on the plans (A) Before the building may be occupied, installation certificates for manufacturer) devices regulated by the Appliance Standards or Part 6 shall be posted adjacent to the building permit(s). Certificate shall: I . Identify features required to verify compliance with.the Appliance Standards and Part 6; 2. include the statement indicatin that the installed,devices conform to the Appliance Standards and Part 6 and the requirements for such devices given in the plans and specifications approved by the local enforcement agency; . 2. State the nuinber of the building permit under which the construction or installation was performed. Sec. 10-103 (a) (3) (A) (B) The builder shall provide the building owner, manager, and the original occupants the appropriate Certificates) of Compliance and a list of the features, materials, components, and mechanical devices installed in the building, and instructions on how to use them efficiently. Sec. 10-103 (b) (1) (C) After installing wall, ceiling, or floor insulation, the installer shall post in a conspicuous location in the .building a certificate signed by the installer stating that the installation is consistent with -the plans and the requirements of Section 10-103 (a) (2) (A) and conforms with the requirements of Fart 6. The Certificate shall also state the manufacturer's name and material identification and the installed R-value. Sec. 10-103 (a) (4) (G) All insulating material shall be installed in compliance with the flamespread rating smoke density requirements of Section 707 of the UBC. Sec. 118 (C) r t y: REVISIONS l BY Plans drawn by: RESIDEN')"�iI,11 o liAi`ERCLU GUILLERMO PALAFOX 8050 E. Florence Ave. suite #27 Downey, CA. 90240 phone: (562) 928-5467 pager: (562) 409-3116 GENERAL NOTES 1. VERIFY MEASUREMENTS WITH CORRESPONDING COSTRUCTED OR EXISTING CONDITIONS PRIOR TO PROCEEDING WiTH THE WORK, AND NOTIFY THE ARCHITECT IMMEDIATELY OF SIGNIFICANT DISCREPANCIES. 2. FINISH ELEVATIONS REFERENCED ON ARCHITECTURAL DRAWINGS ARE DATUM ELEVATIONS ABOVE THE FINISH FLOOR ELEVATION. THE CONTRACTOR MUST COORDINATE DATUM -BASED ARCHITECTURAL ELEVATIONS SHOWN WITH SITE -SPECIFIC ELEVATIONS SHOWN ON CIVIL DRAWINGS. i 3. WALL DIMENSIONS SHOWN ARE TO FACE OF WALL FINISH UNLESS SPECIFICALLY I NOTED OTHERWISE. Project: I i 'PROPOSED 1-STORY ADDITION Sheet Title: ENE RGY FORMS Project for: Project: Address: 1066 W. 3RD, STs SANTA ANA, CA Checked Job no. i Drawn i Date SHEET: OF 1. /adl entry doors to dwelling units or quest rooms'sholl be 3. All dimensions and existing conditions shall be verified arranged so, that the ,occupant , has a view of the area by the contractor; and notify the engineer of any Immediately outside the door without opening the door. di5creponcles before proceeding with and/or Such view may be provided* by a door viewer,through beginning any work. windows located In the vicinity of the, door or through view ports in the door or adjoining wall. ci1.670-7 4. In no cases Shall working dimensions be scaled from plans 2, c5creens):�)arrocodesor fences mode of material which or details. Figures on drawings govern and larger scale drawings govern over Smaller scale drawings. preclude hvmon.cll.mblng shall be provided at every portion of, every roofbolcony, or similar structuro5, cil.6-701 5. The, contractor shall coordinate oil 5trvctvrol work with the, architectural, mechanical and any other related Hood flush type doors shall be 1 3/5" thick minimum with drawings and notify the engineer of any di5creponcles 5olld core construction. cilb. -70(l.1- Door stops of In -swinging before proceeding j with ondlor beginning any work. 0oors 5holl be of one-piece construction with the jamb or by, rabbet to the jamb. ci1.670cl.4 6. Contractor Shall verify location and size of floor, roof _Joined and wall openings with other drowln95. Openings not 4. Every door In a security opening for on apartment house shown on structural drawings are not permitted. shall be, provided with a light bulb (60 watt min.) At a maximum height of afeet on the, exterior. ql.6'705 100UNPATION: 1. Design Soli bearing 15 1000 P.5.F. (Sandy Cloy) All, pin-type door hinges accessible Fr.-)m outside shall have non -removable - hinge pin5. Hinges shall have min. 1/4" dia, steel jamb stud with. 1/4" min. protection. The 2. All footings shall extend Into firm natural Soli or approved strike plate forldtche5 and holding device for projecting compacted fill a minimum of and for expansive soil a dead. bolts in wood construction shall be secured to the minimum of 24". jamb and the wall framing with screws no less than 2-1/2" 3. Excavations adjacent to exi5tinp bvIldInqs or walls shall one, not extend below an angle, of 45 from the bottoms of the (9. Provide :1 1 dead bolt$ with hardened Inserts; deadlocking footings of those adjacent 5tructure5, or the contractor latch .with key -operated lock5'.on exterior. Locks must shall provide adequate sharing For the excavations. be operioble, from inside without, key, special knowledge or, special effort (latch not requ 11 Ired in BF, and 5 4. Where existing footings, concrete slabs, pipes, Utilities or occupancle,5. cil.6-10q,2) other buried items are removed, "here new 51ob5 or footings are to be located, all existing loose soll 5holl 7'. 5trolght dead bolts shall have a min. throw of I", and on be removed and recompacted to a minimum of qO% of embedment, of not 1,e55, than 5/e>'., and a hook"shoped or maximum density. an expanding -lug doodbolt,- 5holl. have a minimum throw of 5. All fill shall be compacted to a minimum of qO% of ql.6-70q.2 maximum density in accordance, with A5TM D-155-7. fill 5'. The use of a locking,systom which consists of 0 deadlocking 5holl-be placed under the supervision of, and tested latch operated by o. doorknob and a deodbolt operated by, and certified by, an approved Soll's Engineer. a non -removable. thumb turn "hich Is Independent of the CONCRETE: deadlocking, latch and which must be, separately operated, 1. All concrete, shall be mode with stone aggregate and shall not be considered as a system which requires . I special shall attain a minimum compressive strength at 25 days knowledge or off ort ' when used In dwellingunits.door of 2,500 PSI. knob, and the, thumb turn which, operates tRo deodbolt -shall not be separated by more thon,e;, Inches. 2. Maximum concrete, slump Shall be 3". q. V460d Pone I tqpe, do ors must hove, panels at least cl/16 3. Cement For concrete, mortar, and grout shall be, type IL In. thick with s sloped portions not less than!/4 Inthick and . or conforaiing,fo A5TM 6-150. Individuals panels ,must ' be no more than 300 sq., In. In area. Mullions shall be, considered a port of adjacent 4. Location of all construction joints shall be approved panels except mull[ ' mullions over la Inches lonQ May have by the engineer. on overall' width of not less than 2 inches. 5tire5 and rolls Shall be of solid lumber in thickness with overall dimensions 5. No pipes or ducts, other than conduit, Shall be placed of not: less than 1 31.6 Inches and 3 inches in width. q1.6'70q.1 In 5tructurol concrete, unless specifically shown. Item 2 Aluminum conduit shall not be, used. 10 511ding doors 5holl be, provided, with a device In the upper 6. Verify with architectural mechanical, and electrical channel of the moving panel to prohibit raising and removing drawings location of oil Items embedded In or attached of the moving panel in. the closed or partially open position. '7. to concrete. q 1.6110 Drypock shall be 1:3 cement sand mix. 111. Sliding glass doors shall be equipped with locking devices All anchor bolts, dowels and other inserts shall be, placed and 5holl be, so constructed and In5tolled that they remain before pouring concrete.' Intact and engaged when subjected' to the test specified In ..fql.ql.677 7. i2 Provide, metal -guldes of and bottom of metal' accordion 1. All detailing, erection, and fabrication of reinforcing and grate, I or grille-type-door5 and cylinder locks or,padlocks. occes5orle5 Shall confirm to the Manual of Standard 11nder guards shall be installed, on oil cylinder, locks Practice of the Concrete Reinforcing Steel Institution. whenever the cylinder projects beyond the face, of the, door 2. Reinforcing steel shall conform to A5TM A-615, Grade or.15 othorwl5e occe5lble,to gripping tools. ('11.6712 40. Grade 60 for #5 larger bars. 13. (51ozed openings within 40" of the, door lock when the, door 15 3. Reinforcing shown continuous may be lopped 30 bar 111 the: closed, po5itlion, shall be fully tempered glass or diameters In concrete,, Unless noted otherwise. .,approved.*.burglory re5l5tont moterlolor shall be protected by, metal 'bars screens or grills having a maxim maximum opening 4. Reinforcing 5holl hove, the following minimum cover: of, 2 The, provisions of this 5ectlon 15holl not apply to view Concrete poured agoln5t earth .... 31nch port5,or windows which do not exceed 2" In their greatest Formed concrete -exterior face .... 2 Inch dimensions. q1.6715. 5. Welded wire mesh shall conform to A5TM A-I85. Lop one full mesh plus 2" at splices. 14, 51IdIhg,w.1ndoks 5holl. be provided. with a device In the upper channel of the moving panel to prohibit raising and removing MASONAWet of the, moving panel in the, 61o5ed or, partially open position. g1.6715,1 1. Mo5onory units Shall be: Concrete Mo5onory Units, Oracle N conforming .Sliding windows sholl be equipped with locking devices and sholl to ASTM GcIO Medium Height concrete block (All units have the standard dimensions be, so constructed, on installed that they remain Intact and unless noted other"15e, and are to be open and engaged when subjected to the tests end). '5pecifled In,6131 and 6132., Structural�Notee 2. Portland Cement shall conform to A5TM C150, Type I or Type 11; no Mosonary Cement 15 Allowed. GENERAL: I. All work. performed; shall be in conformance to the 2001 3. Mortar shall be type, 5; freshly prepared and Uniformly mixed, and shall conform ASTM G270. GBG CODE 2001 UMC 2001 UPC, and the, lqq(o'NEC Code. If plastic type cement is used the lime putty shall be ommitted. 27 Where no specific detail, section, or Indication Is given; 4. Grout shall be of fluid consistency and mixed In the typical or approved standard practice details are to ration by volumes, one port cement, three parts 5and, be, used. or one part cement three parts sand, and two parts peogrovel. 5. Reinforcing Steel shall be deformed bars conforming 15. Studs may be cut or notched to a maximum 4) Coy itlrvou5 burning pilot lights are to ASTM A615 except that 1/4" ties may be plain bars. of 25% of the width. Bored holes shall not prohibited. Kre reinforcement shall conform to ASTM A 52. be nearer than 5/5" to edge of stud and a maximum Eizo, of 4096 of stud width. J. Ducts shall be, constructed, Installed and (9. Construction shall be of the highest quality workmanship 16. Jol5ts or rafters may be, notched at top or Insulated according to Chapter 10 of the, and all walls shall be laid true and plumb. Provisions bottom to maximum of one -sixth of depth, Applicable, edition of the, Uniform Mechanical shall ,be arranged for all adjoining construction, but not within middle third of span. Holes Code,. All joints of the, duct system shall be, bored In joists or rafters shall not be, sealed with mo5ticor tape,. STRUCTURAL ANP MISCELLANEOVS STEEL: nearer than 2" to the edge, and shall not exceed one-third of the, joist or rafter k. Storage type, water heaters and storage 1. All detailing, fabrication and erection shall conform depth. tanks for solar water hooting systems shall the latest edition of A15C 5pec IF.1cot Ions. be, externally wrapped with insulation of R-12 6LUELAMINATED TIMBER: or greater, unless so internally Insulated. 2. All structural steel shall be ASTM A36, bolts and nuts 1. Provide minimum R-4 Insulation on water shall conform A5TM A307 unless noted otherwise. 1 1. Materials, manufacture and quality control heater Inlet and ovt.lot pipe, for first five, Pipe columns and tubular steel shall conform A5TM A53 for structural glued laminated timber of Feet in unconditioned 5pace5, Grade 5. softwood species shall be in conformance, 3. Nelding electrode shall be AH5 E-70XX or equal with American National Standard AN51/AITC m. Insulate recirculating hot Hater piping In (non -continuous inspection required, designed for half A1,510.1-lcle>3, STRUCTURAL GLUED LAMINATED TIMBER, and AITC-117-DESION and unheated spaces. stresses). MANUFAGTURIN(5. n. Oos fir ' ed household hooting and cooling 4. All welding process and Inspection shall conform to 2. The glued laminated timber members furnished appliances, shower heads and faucets shall comply with the, appliance, efficiency the, American Society Specification 01.0 latest edition. shall provide design valves that meet or standards. 5. Steel Fabricator shall submit shop drawins to the, g exceed the following; BENDING, Fb=2,400 psi 0. eenerol lighting in kitchen and bathrooms engineer for preview prior to fabrication. HORIZONTAL SHEAR, Fv = 165 p5l 5holl hcTve an efficacy of not less than 40 6. A cetificote, of fabrication from the fabricating shop COMPRESSION PERPENDICULAR TO GRAIN lumens/wotts. (Specify flourescent lighting). or report from the special inspector must be �urnlshed to the job inspector rior to framing approval. p Fc+ (tension face,) = 555 psi Fc+ (compre551on face) = 355 psi E P51 Th,rmoEtoticolly controlle d hooting on MODULUS OF ELASTICITY, '500,000 cooling Systems (except hoot pumps shall on automatic thermostat with a clock mechanism HOOP FRAMINCP: 3. Appearance of members shall be INDUSTRIAL which can be, manually programmed to 1. Framing lumber shall be Douglas Fir -Larch, erode GRADE. automatically set back the, thermostat set marked by H.H,P,A. or KC.L.I.B. as follows, Unless points for at least two periods within 24 otherwise noted on plans: A Hnlotss ni­hg;,rwicA r, eclfled a coot of end hours). Vertical Framing sealer shall be applied to the, ends of all 211x4" I 411x4l' .......... 5tondard Grade or Better members as soon as practical after end 211x6" and larger .... No,2 Grade or Better trimming. Surfaces of members may be, but 611x6" and larger .... No.1 Grade or Better not nece55arly: sealed with penetrating Horizontal Framing sealer. 21#x 4 4"x ....................No. 2 Grade or Better &fix and larger ......... No.1 Grade or Better 5. Members shall be unwrapped. 2. (b. Members shall be, marked with a Guality Ply-�-,Iood roo an oar s ea ng s a noted on plon5.Plywood for shear walls shall be Structural I. All Mork Indicating conformance ,,',:Ith American sheets shall be, erode marked and conform to PS-I-b5. National Standard ANSVATTC AlciO, All plywood shall be bonded with exterior glue. STRUCTURAL GLUED LAMINATED TIMBER. 5. Each plywood sheet shall have a minimum area of 5 RZ510ENTIAL ffN1!"*Y' CONSERVATION: square feet and a minimum dimension of 2' In any direction. Install with joints staggered in adjacent sheets, with each a. The building design meets the, requirements of sheet continuous over 2 or more supports and the, face Title 24, Part 2, Chapter 2-53. grain perpendicular to supports for floor and roof sheathing, and parallel to supports For wall sheathing. b. Insulation Installer shall post In o conspicuous location In the building a certificate signed by 4. Wood plates in contact with horizontal surfaces of concrete, the installer and builder stating that the or mo5onory shall be pressure treated Douglas Fir. Installation conforms with the, requirement of Title_ 24, Chapter 2-53 and that the, materials installed 5. All nails shall be, common wire nails with minimum nailing per conform with the requirements of Title, 20, Table, 23-11 5-1 of the Code, Unless shown otherwise. Chapter 2, Subchapter 4, Article 5. c. All Insulation materials shall be certified by the, 6. All framing hardware shown are Strong -Tie Connectors as manufactured by the, Simpson Company, unless noted manufacturer as complying with the, California otherwise.Install per manufactvrer5' recommendations. Quality Standards for Insulating Material. 7. Bolts shall conform to A5TM A-307. Provide washers d. Doors and windows between conditioned and under all bolt, nut, and screw heads, Outside or unconditioned spaces such as gorage!E, Double, joists beneath all parallel waII5. Solid block beneath and compartments for central air gas furnaces walls perpendicular to joists. shall be fully weatherstripped. e. Manufactured doors and windows 15holl be ,I. Anchor bolts Shall be 5/8>" diameter x 10" with 'T' minimum certified and labeled in compliance with the, embedment, Unless noted other"15e, on plans. See plans approplate, Infiltration standards listed in Table, for spacing. Install not less than 2 bolts in each piece 2-53v of the, energy regulatlon5. of 5111 plate, with the first bolt within 12" of the end of the, plate. f. All Fan systems exhav5tinp air from the, building 10. Joists or rafters framing from opposite sides of beams 5holl be provided with bdck draft dampers. or walls shall be, lopped a minimum of 4" and spliced with 4-16d nails, unless noted otherwise on plans. Caulk around all plumbing and electrical penetrations into the, building envelope. 11. Beams built-up from more than 2-2" x members shall have ' h. Caulk and seal around all window and door frames all pieces full length and shall have 5/5" bolts at V' o.c. and between wall solo plates and floors and 5taggered top and bottom 3" from the edges, with the between exterior wall panels. Fir5t-bolt 3-1/2" from the end. 1. Mosonary and factory built fireplaces shall have, 12. All flush framed 2" x connections shall be made with the following.. Simpson "LUP" series honger5, unless noted otherwise on plans. 1) Tight fitting closeable metal or glass door covering the entire, opening of the, firebox. 13. All flu5h framed 2-2" x and larger connections shall be made, with Simpson "B" series hangers, unless noted 2) A combustion air Intake to draw air from the, Alba - otherwise on plans. out!Blde, of the building directly into the, Firebox, which 15 at least six square, Inches, In area and Is 14. Lop all 2-2" x top plates a minimum or 4'-O'ot splices wquipped with a readily accessible, operable 5. and nail with 10-16d each side of each splice, unless and tight fitting damper. noted otherwise on plans. Where top plate 15 cut, add a 118" x,1-1/2" metal strop with 10-16d each side, of cut. 3) Tight fitting five damper with readily occe5sible, control, BY Plans drawn by: RESIDENTUC, COMMERCIAL GUILLERMO PALAFOX 8050 E. Florence Ave. suite #27 Downey, CA, 90240 phone: (562) 928-5467 pager: (562) 409-3116 GENERAL NOTES 1. VERIFY MEASUREMENTS WITH CORRESPONDING COSTRUCTED OR EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK, AND NOTIFY THE ARCHITECT IMMEDIATELY OF SIGNIFICANT DISCREPANCIES. 2. FINISH ELEVATIONS REFERENCED ON ARCHITECTURAL DRAWINGS ARE DATUM ELEVATIONS ABOVE THE FINISH FLOOR ELEVATION. THE CONTRACTOR MUST COORDINATE DATUM -BASED ARCHITECTURAL ELEVATIONS SHOWN WITH SITE -SPECIFIC ELEVATIONS SHOWN ON CIVIL DRAWINGS. 3. WALL DIMENSIONS SHOWN ARE TO FACE OF WALL FINISH UNLESS SPECIFICALLY NOTED OTHERWISE. Project: Sheet Title. - GENERAL NOTES Project for: Project: Address: Job no, Drawn L.G. Date �E�a OF & SHEETS