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Home My WebLink About10147980.pdfREVISIONS 1 BY HOSE 5155 1 V BACKFLOW PREVENTER 155 1N/ .OW TER G� FLOOR PLAN SCALE I/4"=1'-O" FLOOR AREA: 286 50/�7 LEOEND : EXI5TINO PROPOSED.r: 12" TYP. Y OF SAW TA Ali P---- SED �1 3 /110 SCALE I/,5"= I'-O" R00f SHEATIN i/2" CDX EXT. ORADE FL.YViD. N1 EXT. GRADE OLUE LAY PLYVO. FACE GRAIN PER- PENDICULAR TO FRAM I NO AND NAIL Val/ 8d ® 6',121 ' O/C ❑ V41NDON SCE+ i�)UL. sNri� . 51 ZE T I h E 1 6'-011 X 4'-0" ALUMN. SLID. 2 2'-0" X 4'-0" FIXED 3 5'-0" X 4'-0" ALUMN. SLID. NOTE: ALL WINDOWS TO BE DUAL GLAZED. tom•- O r r s� o►— CALIFORNIA FRAM I NO 24.8' J �Iw al 0 0 I blLREAR YAR P", r4'-6" 1 8 ® i I Io PROPERTY LINE -2--eld' i c- cry G� 5'-4" FRONT YA 24.8' BAKER ST. PROPERTY LINE 0 10'—i" PLOT PLAN SCALE I/8"=1'-O" s trC0AL CU k: NORTH rznrp�1�-'r,�rz _ FOR ru _..... P i' C*i" 4 -§� "1 ',(�" r (,'r yTr E: ;a• P+7' �¢/_.sZ !Iap! 43'�0 thejob ,,,, tttt ?� t k� t �r..l A F.I�L� tiJ�4d% �.Fv '�'_ 2� 9 h§§ YaSm@@ C r it a q pQ t7�q ��++ �r g Et.! all ��rh �E4yr 'Maid fjis Er•'F F x ,fzEa.:;o t�:I 'q� ip, t�n�,l ut W �i ittr ��'d�•��i�si� tl�ci� 61�C"a -ratio � 8 y s� fi from I <r`lL p r i ��f,� �1 i7.�I�YP�e�. N�li'{a. E^ tAi R i 0 of4an nd specifs-0f ,03 NOT . g�4g��:�.L ys aa� 63i�ihceailJL ^'� ^�l; '.i5 dlZ�i FLi�'s 44Jd"�' Grp; �.� �idBa:3�QuB O1 ally S fv�d l0 4 LI A � � � m s-� , v Plans drawn by: AMNI RESIDENTIM ,A.(Q ERCVAL 'Iw-� GUILLERMO PALAFOX 8050 E. Florence Ave. suite #27 Downey, CA. 90240 phone: (562) 928-5467 pager: (562) 409-3116 i 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. I 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: PLOT PLAN ROOF PLAN FLOOR PLAN Project for: ARTURO ALVARES Project: Address: j 3030 BAKER ST. SANTA ANA, CA Checked Job no. Drawn J.P./robertO Date 01/26/05 SHEET: OF ni SHEETS ROOF REVISIONS BY ---- (EX15TC .) ROOF -- NEW WOOD CRICKET - - ---- (EX15TO.) HOU— SE ---- - -� -------F--(E) STUCCO--- - - - - EX15T. GARAGE DR. EAST ELEYAT I ON SCALE 1/4 11=1 —®" NOTE: PROVIDE 44" MAX. SILL HOT ABOVE FIN15H FLOOR FOR EMERC ENC`( EXIT ON ALL BEDROOM WINDOWS. 2 "XS" ROOF RAFT. a 16" O.Cr. 1/2" CDX PLYWOOD SHTG. W/ 8d ®6",12" O.G. 12 I_ 6-16d / A550 52" 0/ " X FAS IA VJ,/ -166 PER AFT. 12" TAIL TYP. 1L 0 26 CA. OALV. 5%. WEEP SCREED T)'P, WITH 3 -1/2" FLANGE AT STUCCO � e N 7/8" MIN. STUCCO OR SEE PLAN & - SHEARWALL 50HED. HD2A WHERE OCCURS 26 CA. CAL\/. 5TL. WEEP 5C _ry 3 R-50 IN5ULAT1 DBL. 2" X 4" PLATES —2" X 4" STUDS a 16" O.G. R-15 INSULATION DININO 2" X 4" P.T. 51LL PLATE W/ 5/e>" PIA. X 10" A. BOLTS a 6'-0" , i" MIN. EMBED. -#4 T4 B GLASS "A" OR 113" COMPO- 51TION 5HINOLE5 OVER 2-LAYER # 15 FELT USE 5 ALV. ROOF I N5 NAILS (FIRE RETARDANT) "XIS„ RIDGE BRD. 2"X8" ROOF RAFT. 0 16' O.G. 2" X 6" CLO. J5T5. a 16" 0 + } + } } " I Z'� BrzDROOM 3 1/2 CONC. SLAB GROSS SECTION "X" SCALE 3/8"=1'-0" 2"X4" 57UDS ® 16" o/c 2 "x4" P.T. SILL PLATE 5/8"X 10" LONG A. BOLTS a 6'-0" O/C I N. EMBEDMENT) 2 X 2 X 5/1611 WASHE 0 A I //�5 1/2" GONG. SLAB o W/ WIRE MESH SSTB16 ® 4 e 0. v . . a 4 a a ° 2 1/2" 5AI FILL TYP. 1-#4 TOP $ BOTT. a Q 12" 5 1/2" GONG. SLAB W/ WIRE MESH NEW WOC CRICKET 2 "X4" 57UD5 ® 16" o/c (E) 2X4 CONT. FLAT W/ 2-16d PER R.R. 2 "x4" P.T. SILL PLATE 515" ,�YX 10" LONG A. BOLTS ® 6'-0" O/C (711 MIN. EMBEDMENT) W/ 2.5X2.5X1/411 WA51HER5 (E) GLG. (E) 5LAB (E) FTC. °4 C ° a #4 4 l� ° 2 1/2" SAND 7�M FILL T1'P. tV ° — I -#4 TOP $ BOTT. e ° 1:2 2 I EX I STD. ROOF GLO. L I NE EXI5TC . ROOF---�- I I ® I � I E. W 0 (EX 15TC .) HOUSE --- I —(E) STUCCO -I" STUCCO TYPICAL FL. LINE NOTE: NEW WINDOWS TO MATCH EXI5TINC I STUCCO TYP I GAL I FL. LINE I 26 CA. GALV. STL. WEEP 5GREED TYP. EAST ELEVATION SCALE 1/4"= I'-O" EX I STG. ROOF - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --�_ —I--- I I W � I (EX 15TC .) C ARAO E --- I —(E) STUCCO �— (EX 15TO.) HOUSE I (E) STUCCO - - I I II 4 11 5TUD5 ® I V " O/ M5T3i -- — — ——— — — — — — — — — — — — I Q" 24" (E) (N) _> # 4 REBAR EMBEDDED q" INTO ® 514" O X 10" LONG HOLE FILLED W/ EPDXY (S I MPSON CLUE) I CBS-ER-57q I SOUTH ELEVATION SCALE 1/411=1'-0" 14"X24" 5.5. r—LOUVER VENT WEST ELEVATION SCALE 1/4 11 =1'-O" 1111111111 26 GA. GAL\/. 5TL WEEP 5GREED TYP Plans drawn by: 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: PROPOSED 1-STORY ADDITION Sheet Title: SECTION PLAN ELEVATION PLANS Project for: ARTURO ALVARES Project: Address: 3030 BAKER ST. SANTA ANA, CA Checked Job no. Drawn J.P./robertO Date 01/26/05 SHEET: SHEETS REVISIONS BY 2 2 M5T37 STRAPS L = 4' 3 L = 5' PLATES r--- ——————————--——--— — — — - —— —— — — — — — — — — --—-- — — — —- 4X6 HDR. 4X6 HDR. 4X6 HDR. I ' 3 I L=4'� 6 II I L=5' 2"X5" R_RAFT_6 16" O.G. — —2"XS" R. RAFT. ®16" O_G. I I -- -- I I I X - I _ _ _ x 2 I :' 2 "X6" G. J. a 16" O.G. " 3 2X6" G. J. a 16" O.G. I 2 ., I — — — I 4"X4" POST 3 MST5? 5TRAP5 a T 4 B PLATES I\ — v -- -- o -- --- --------L--- I EGG44 3 i (N)4" X 4" POST �� ---_ _-- ��— �� \ (N) 4 X12 FLUSH BM. w (N) 4 X12 FLU5H BM. I > W/ EG044 I Q , l / \ 4 (N)4" X 4" P05T / \ / \�\ 3 W/ C044 I e'i6c®\ - GALI RN1A L / FRAM I /v` a� 747 I \ / I / o .211X RIDGE BC (MPSON ST-2115 TRAP kV 10- I6d 4'-0" D/G� 2X "mm (E) RIDGE BRD. _ _ _ — _ - _ _ _ Lin M �RAM I N6 PLAN SCALE 1/2" GDX PL`(WD. W/ 2"X CONT. FLAT 8d ® 6",12" O/G OVER N1 2-1601 PER R.R. 1/2" GDX PLYWD. W/ 2"X ROOF RAFT. 6 0/0 5d ® 6 ",12" 0/G OVER (P.1.32/I6) (E) 2 X R. RAFT. ® 1611O,�G 2" X ROOF RAFT. 0 16" 0/ (E) ROOF 2-16d T.N. EA. SIDE EA. J015T r. ® o/G 1/2" GDX PLYWVP.K4/0) Pad ®6",12" O/G OVER 2x R.R. ® I6" 6-I66 PER LAP A55 a 24" O/C B.N. 2" FdA5p01A �:D?bf16 RAT. /b" MIN. STUGGS OR SEE ELEVAI FOR EXT. FINISH 2 "X CLC . JSTS. BM. SEE PLAN W/ 51 MP50N U-HANG ER5 0 1/2" GDX PLYWD. ;L' 8d ®6 ",12" O/C OVER 2"X4" ROOF RAFT. a 16"O.C. (P.1.32/16) - — — — 2 "X FA5 I A W/ 2-16d PER ROOF RAFT. B.N. 2 X G.J. a I(0" 0/6 "X4" CRIPPLES DBL. 2"X4" PLATES 16" 0/0 2 "X4" 5TUD5 a 16" 0/0 /8" MIN. STUCCO )R SEE ELEVAT �OR EXT. FINISH (E) 2"X G. J5T5. 0 16" O✓C 7 A55 ® 24" 0/0 ,A35 a 24" 0/0 L2"X6" CLG. .15T5. ® 16" O/ DBL. 2"X4" PLATES 2"X4" STUDS a 16" O/C .2 CALIFORNIA i \ \ I I xb FRAME 00 11 X 411 i I 4.. X 4" V`VI%'\PtlAl OOSTno 3 W/ EGL44✓EGG44 3 L=4' �y ry a 16" O.G. o L=41 -1 — — 4X12 FLUSH BM. — — 4X6 I_ — — — — — — — —T — — —MST5i 5TRAPS I (N)irC,44 " X 4" 16" 0. ®T B PLATES 3 POT x r®�. i 3 W/ \3r ® , +PK / —4X6 HDR.— — — — — PRAM I NC PLAN (EX15TC .) GONG -- SLAB FOUNDATION LEC EN i EXISTING REMOVED C------� PROPOSED 5YM. MATERIAL PANEL NAILING PLATE NAILING FRAMING ANCHORS ANCHOR BOLTS EDGE FIELD PLATE Aj 1/2" STR. I Sd a 6" Sd a 12" ibd a 5" 0/0 A55 a 24" O/G PIA. ® 6' SIMP. EGc POST CA 4"X f BEAM SEE PLAN BEAM SEE PLAN 24'-5" G _ e FL Plans drawn by: V Y 5 1/2" CONCRETE SLAB I -W/ NIRE My5H 6"X6" x hL,O v 2 # I OX# 1 O O'�EiZ_ 6 --777 - _ - 2 rrGP. x 2 ( 15ANP FILL TYP. 2I/2" A G �I. 1 RESIRCIA #4 DOWELS INTO EX15TC. GUILLERMO PALAFO FTC. a" MIN. EMBEDMENT 8050 E. Florence Ave. W/ POUR ROCK OR EPDXY suite #27 Downey, CA. 90240 phone: (562) 928-5467 (EXISTO.) GONG. - pager: (562) 409-3116 SLAB FOUNDATION (EXI570.) GONG. SLAB FOUNDA7ION 0UNCDA710N PLAN SCALE 1/4"=1'-0" .zl] = NEW 12" X12 "DEEP CONT. FTC . W/ 1-#4 70P $ BOTT. TYP. O = 5/a" D I A. X I O" A. BOLTS @C -®O/G 12 FROM CORNERS $ ENDS (i,M 1 N. EMBED.) W/ 2 "X2 "X3/1 &" STL. PLATE WASHERS I- 2" X C. 11. (9 16" a/c 2" X G. J. @ 16" a/c 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: FOUNDATION PLAN FRAMING PLAN DETAILS Project for: ARTURO ALVARES Project: Address: 3030 BAKER ST. SANTA ANA, CA Checked Job no. I Drawn J.P./robert0 PLATES Date 01/26/05 5® 16"O/G SHEET: 0 4 SHEETS REVISIONS I BY CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 1 of 3) CF-IR Project Tale o � �.-�. S�N-Date Project A dre y � � �'�`' ^ � Ig � Building Pcsnut w Documentation Author '` 11 l Telephone Plan Chock 1 Q`tc fK'AcDg Field Check / Date Compliance Method (Package or Computer) Climate Zone Enlorcementaxy sc y GENERAL INFORMATION e ft s Average Ceiling Height: Total Conditioned Floor Area z. ft Conditioned Slab Floor Area 2�-3 (O ft Building Type: Single Family Addition (check one or more) Multi -Family Existing -Plus -Addition Front Orientation: North / South East est / All Orientations 1 (input front origin s from True North and circle one) Number of Stories \ Number of Dwelling Units: Floor Construction Type: Floor (circle one or both) RADIANT BARRIER (required in climate zones 2, 4, 8-15) Required for this submittat_" yes _no BUILDING ENVELOPE INSULATION Component Type Frame•" • ••• Insulation . Insulation•(attic, Location/Comment garage, typical, etc.) WWI VMS ' For -prescriptive compliance Total R Value and Assembly U-(-actor are not requueo nor a wood-tramea wan tnat meets cavaty K vwue insulation requirements for the Prescriptive Package FENESTRATION Shadinl7 Devices Compliance Forms August 2001 A-2 MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page t of 2) NlF-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 shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable, DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures: • § 150(a): Minimum R-19 ceiling insulation. o § 150(b): Loose 511 insulation manufactu cr's labeled R-Value. • § 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U-Factor in metal fnrrne walls I does not apply to exterior mass walls). • §1W40 Minirniurn R-13 raised floor insulation in named floors. - § 150(l) : Slab edge insulation - water absorption rate no greater than 0.30%, water vapor transmission Talc no .0 than 2.0 perrarmch. § 118: Insulation specified or installed meets insulation quality standards. Indicate type and form t� �, �T o § 116-17: Fenestration Products, Exterior Doors, and Infrltration/Ertfiltration Controls i 1. Doors and windows between conditioned and unconditional spaces designed to limit air leakagc. 2. Fenestration products (except field -fabricated) have label with certified U-Factor, certified Solar Heat / pa 11 Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped: all joints and penetrations caulked and sealed. § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. § 150(f): Special infiltration barrier installed to comply with § 151 meets Commission quality standards. �c § 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilot lights allowed. Space Conditioning, Water Heating and Plumbing System Measures: § 110-§ 113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. § 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. § 150(i): Sepback thermostat on all applicable heating and/or cooling systems. � y § 150(): Pipe and tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. C 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R4 or greater) ' V 3. B4&-up tanks for solar system, tnfnrd storage tanks, or other indirect hot water tanks have R- 12 external insulation or R-16 combined internal/e atonal 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. Compliance Forms August 2001 A-5 f CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 2 of 3) CF-IR Project Title Date HVAC SYSTEMS Note: Input hydronic or combined hydronic data under Water Heating Systems, except Design Heating Load. Distribution Heating Equipment Minimum Type and Duct or Heat Pump Type (furnace, twat Efficiency Location Piping Thermostat Configuration etc. AEL E or HSP ducts, attic, etc. R-Value T (split or ac e U Cooling Equipment Minimum Duct Heat Pump Type (air oonditio=, Efficiency Location Duct Thermostat Configuration heat pmT, eve ,. coolie SEER attic etc R-Value T lit or package) SEALED DUCTS and Ts (or Alternative Measured ❑ Sealed Ducts (all chmate zones) (Installer testing and certification and HERS rater field verificauon required.) ❑ TXVs, readily accessible (climate zones 2 and 9-15 only) (Installer testing and certification and HERS Rater or field verification required) Li Refrigerant Charge(Air Flow (c�mate zones 2 and 8-15 only) (Installer testing and certification and HERS Rater or Wd verification rcquir d) OR X Alternative to Sealed Ducts and TXVs (see Package C or D Alternative Package Features for Project Climate Zone) Climate Zone Window SHGCCC Window U Factor p,S�EER Heating 0,36 1 —40 l N 510/ WATER HEATING SYSTEMS Energy' External Rated' Tank Factor or Tank Water Heater Distribution Number Input (kw Capacity Recovery Standby' Insulation T TyF1 in S stem orBttr/hr) allons Efficient Loss % R-Value 1. For small gas storage water heaters (rated inputs of less than or equal to 75,000 Btu/dv), electric resistance, and heat pomp water heatm, list Energy Factor. For large gas storage water heaters (rated input of greater than 75,000 Butthr), list Rated Input, Recovery Efficiency 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 5.13 of the 2001 Residential Manual). Package C: thermal Mass (thmmal mass type, covering, thickness, and descri tion). Compliance Forms August 2001 A-3 4NDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 2 of 2) MF-1 R NL NoteLowrise 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 shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Space Condltioning, Water Heating and Plumbing System Measures: (continued) § 150(m): Ducts and Fans I All ducts and plenums installed, scaled and insulatcd to meet the roquircment of the 1998 CMC Sccuons 601, 603, 6G4, and Standard 6-3; ducts insulated to a minimum installed level of R4.2 or enclosed entirely in conditioned space. opc=gs shall be sealed with mastic, tape, aerosol sealant, or other duct-60s rt system that meets the applicable requirements of UL 181, UL 181 A, or UL 181 B. If mastic or tapc is used to scal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and scams of duct systems and their eompoaems shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Building caviues, support platforms for air handlers, and plenums defined or constructed with materials oNer than scaled sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support ✓ t platforms shall not be compressed to cause reductions in the cross -sectional arcs of the ducts. 3 Joints and scams of duct systems and their components shall not be scaled with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 4. Exhaust fan systems have back draft or automatic dampers. S. Gravity ventilating systems swing conditioned space have either automatic or readily accessible, manually operated dasnpers. 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 exposed to weather shall be suitable for outdoor service e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degraciaLion of the material. § 1 14 Pool and Spa Heating Systems and Equipment. I System is ccrufied with 78% thermal efficiency, on -off switch, wcathcrproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: / }� / �/ a. At (cast 36" of pipe between filter and heater for future solar heating. I b. Cover for outdoor pools or outdoor spas. 3 Pool system has directional inlets and a circulation pump time switch. § 1 15: Gas fired central furnaces, pool heaters, spa heaten or household cooking appliances have no oantmucu:ily burning 'lot light. c tion: Non-elcetrical cooking appliances with piiot < 150 Btu/hr Y` § 1 18 (p: Cool Roof material moot specified criteria Lighting Measures: § 150(k) ).: Luminaires for general lighting in kitchen shall have lamps with an efficacy of 40 lumens/watt CJ or greater for general lighting in kitcbens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an cu-ance to the kitchen. § 150(k)2.: Rooms with a shower or bathtub must have either at least one luminnirr with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alte-nalivcs to this requirement allowed in § I50(k)2.; and incandescent recessed ceiling fixtures arc IC (Insulation cover) / 7 approved - Compliance Forms August 2001 A-6 CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 3 of 3) CF-IR 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. The undersigned recognize that compliance using duct sealing and TXVs (or Commission approved equivalent) requires installer testing and certification and field verification by an approved HERS raker. Designer Owner er Business and Professions Code) Documentation Author Name: AP-_-e V P,O t—y/> 2 S Name: L/ U �I �j� I V I D FA �AFV X Title/Firm: (A Title/Firm: Address: Address: A,N T� Tetephonc: tic hon r2217 ' -7 ! I Lic. (stgrtuurc) (date) (1;ign4li+ri) `itil " 141 V / Enforcement Agency r '{'o/, Name: JO H N /Q ` M (✓ 1 f-� Title: V 't Agency: Telephone: (signature / stamp) (datc) January 5, 2..001 D Yl Er..iDY 1"+, A' 11'0: A.Z%v�ri'tL Vt l 1 CERTIFICATE OF COMPLIANCE FORM(S) (Title 24, Energy Regulations) Project Plan Check No,: Project Address:_Suite No, THIS FORM IS TO BE COMPLETED BY A QUALIFIED ENERGY CONSULTANT OTHER THAN TBE ENERGY DESIGNER I have reviewed the calculations and drawings for the above project and find both to be in compliance with the Energy Efficiency Standards and Administrative Requirements of the California Code of Regulations, Title 24, Parts 1 and 6, 1 understand that this review was performed as representative for the enforcement agency, The City of Santa Ana Building Safety Divi�on. 'n Signature; Date: Print Name: �UNN /�M�\�TD N Title: Company*game: �� Phone No.:`�6-50 -2-73� Company Address: Plans drawn by: rrG G P. F P RAIIFT RESIDEN 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: PROPOSED 1-STORY ADDITION Sheet Title: ENERGY FORMS Project for: ARTURO ALVARES Project: Address: 3030 BAKER ST. SANTA ANA, CA Checked Job no. Drawn J.P. Date 08/21/04 FDl 1:07-01.98 SHEET: REVISIONS I BY Sec.urit Requirements 1. All entry doors to dwelling units or guest rooms shall 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 immediate!y outside the door without op.eninq the door. discrepancies before proceeding with and/or Such view rhoy be provided by a door vlewdr,through beginning any work. windows located in the vicinity of the door or through view ports in the door or adjoining wall. gI.6i07 4. In no cases shall working dimensions be scaled from plans or details. Figures on drawin s cc}}oovern and larger scale 2.:.5creens,barrocodes,or fences made of material which drawings govern over smolle� shale drawings. preclude human climbing shall be provided at eye portion 5• The contractor shall coordinate all structural work with of eve roof bolcon or similar struc Wres. g1.6 TO I y the architectural, mechanical and any other related 5,; Wood f lush -type doors shall be. i 515" thick minimum with drawings and notify the engineer of any discrepancles solid core construction. glb10q.1- Door stops of In -swinging before proceeding with and/or beginning any work. doors shall be of one-piece construction with the jamb or joined by rabbet to the jamb. c11.6 70C1.4 6. Contractor shall verify location and size of floor, roof and wall openings with other drawings. 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 > feet on the exterior. gI.6708 POUNDATION: I. Design soil bearing is i000 P.5.F. (Sandy Clay) 5: All pin -type door hinges accessible from outside shall have non -removable hingge pins. Hinges shall have min. 2• All footings shall extend into firm natural soil or approved �. 1/4 dia, steel Jamb stud with 1/4 min. protection. The compacted fill a minimum of and for ex onsive soil a strike late for latches and holding device for projecting p " p p 9 P j g minimum of 24 . dead bolts in wood construction shall be secured to the Jamb and the wall framing with screwy no less than2-I/2". 3. Excavations adjacent to exlstln bvlldin s or walls shall 5 long. C11.6709 , g1.6i0q.'i not extend bel6w on angle of 4-5 from the bottoms of the 6f:Provide dead bolts with hardened Inserts;' deadlockin footings of these adjacent structures, or the contractor g shall provide adequate shoring for the excavations. latch with key -operated docks on exterior. Locks must be openoble from inside without key, special knowledge 4• here existing Footings, concrete slabs, pipes, utilities or or special effort (latch not required in B,F, and 5 other buried Items are removed, where new slabs or occupancies. gl.670q.2) footings are to be located, all existing loose soil shall ? : .Stral ht dead bolts shall have a min. throw of I °° and an be removed and recompocted to a minimum of qO% of g maximum density. embedment of not less. than 5/5", and a hook -shaped or are expanding -lug deadbolt shall have a minimum . throw of 5. All fill shall be compacted to a minimum of gO% of 3/4 411.6109.2 maximum density in accordance with A5TM ®-1551. fill. P system, which consists of a deadlocking Shall be placed under the supervision of, and tested S • The use of: a locking y g and certified by, on approved Soils Engineer. latch operated by a doorknob and a deadbolt operated by a non -removable thumb turn which is independent of the. CONCRETE: deadlocking latch and which must be separately operated, 1. All concrete shall be made with stone ag regote and shall not be considered as a system which requires special shall attain a minimum compressive strengh at 28 days knowledge or effort when used In dwelling units. The door of 2,500 PSI. knob and the thumb turn which operates the deadbolt shall ;not be separated by more than 8 Inches. 2. Maximum concrete slump shall be 3". g. Wood panel type doors must have panels of least q/lb 3 Cement for concrete mortar, and grout shall be type 1L in, thick with shaped portions not less thonl/4 in. thick and or V conforming to A5TM G 50. individuals panels must be no more than 300 sq. in. in area. Mullions shall be Considered a part of adjacent 4. Location of all construction joints shall be approved panels except mullions not over 0 inches lonq may have by the engineer. an overall width of not -less than 2 inches. Stiles and rails shall be of solid lumber In thickness with overall dimensions 5. No pipes or ducts, other than conduit, shall he placed of not less than 13/8 'inches. and 3 Inches In width. g1.6'70q.1 in structural concrete unless specifically shown. item 2 Aluminum condult shall not be used. 10 Sliding doors shall be provided with a device in the upper 6. Verify with architectural, mechanical, and electrical s location of all items embedded In or attachedin ..channel of the moving panel to prohibit. raising and removing drawings of the moving panel in the closed or partially open position, to concrete. g1.6710 ,. Drypock shall be I:3 cement sand mix. 11. Sliding glass doors shall be equipped with locking devices 8.. All anchor bolts, dowels and other inserts shall be placed and shall be so constructed and installed that they remain before pouring concrete. Intact and engaged when subjected. to the test specified In q l .q l .61 1. REINFORCINS STEEL: I_. All detailing, erection, and fabrication of reinforcing and 14"Provide metal guides at top and bottom of .metal accordion accessories shall confirm to the Manual. of Standard w grate or grille -type doors and cylinder locks or adlocks. I finder guards s a I I be installed on all cylinder locks Practice of the Concrete Reinforcing Steel Institution. enever the cylinder projects beyond the face of the door 2. Reinforcing steel shall Conform to ASTM A-615, Grade or is otherwise occesible to gripping tools. �ll.6i12 40. Grade 60 for #5 4 larger bars. . � 13." . blazed openings within 40" of the door lock when the door is 3. Reinforcing shown continuous me be lapped 30 barin the closed position, shall be fully tempered glass or diameters In concrete, unless no ed otherwise. approved burglary resistant, moterlol,or shall be protected 4• Reinforcing shall have the following minimum Cover: b metal bars, screens or grills Navin a maximum opening concrete poured against earth .... 31nch 0 2". The provisions of this section Noll. not apply to view Formed concrete -exterior face....2 Inch ports or windows which .do not exceed 2" in their greatest dimensions. g1.6713 5. Welded wire mesh shall conform to A5TM A-1&5. Lap one full mesh plus 2" at splices. 14 Sliding windows shall be provided with a device In the upper channel of the moving panel to prohibit raising anm d removing M�fl1r: of the moving panel in the closed or partially open position. 1: Masonary units shall be: gl.b'715.1 Concrete Masonary Units, trade N conforming 15. Sliding windows shall be equipped with locking devices and shall to ASTM Gg0 Medium weight concrete block (Ail units have the standard dimensions be so constructed on installed that they remain intact and unless noted otherwise and are to be open and engaged when subjected to the tests end). Specified In 6131 and 6132. 2. Portland Cement shall conform to A5TM 0150, Type Structuro I Notes I or Type 11; no Masonary Cement is Allowed. GENERAL: 3. Mortar shall be type 5; Freshly prepared and I. All work performed; shall be in conformance to the 2001 uniformly mixed, and shall conform ASTM 0210. CBC CODE 2001 UMC 2001 UPC, if plastic, type cement is used the lime putty shall and the Igg(o NEC Gode, be ommitted. 2• mere no specific detail, section or indication Is given; 4• Grovt shall be of fluid consistency and mixed In the typical or approved standard practice details are to ration by volumes, one part Cement, three parts sand, be used. or one part cement three parts sand, and two parts peogroveI. 5. Reinforcing Steel shall be deformed bars conforming 15. studs may be cut or notched to a maximum Bored holes shall not 4) Gontirvous burning pilot lights are prohibited. to A5TM A615 except that 1/4" ties may be plain bars. of 25% of the width. be nearer than 5/6°' to edge of stud and Wire reinforcement shall conform to A5TM A 82. a maximum size of 40% of stud width. j Ducts shall be constructed, installed and 6. f he highest quality workmanship Construction shall be o f g q y p 16. Joists or rafters may be notched at top or y depth, insulated according to chapter 10 of the Applicable edition of the Uniform Mechanical and all walls shall be laid true and plumb. Provisions shall be arranged for all adjoining construction. bottom to maximum of one -sixth of 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 tightly sealed with mo5ticor tape. STRUCTURAL AND MISCELLANEOUS 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 I. All detailing, Fabrication and erection shall conform depth. tanks for solar water heating systems shall b e externally wrapped with insulation of R-12 the latest edition of RISC s eciflcations. p or greater, unless so internally insulated. uLVELAMINATED TIMBER: 2® All structural steel shall be A5TM A36, bolts and nuts I. Provide minimum R-4 insulation on water shall conform A5TM A30-7 unless noted otherwise. 1• Materials, manufacture and quality control heater Inlet and outlet pipe for first five Pipe columns and tubular steel shall conform A5TM A53 for structural glued laminated timber of feet in unconditioned spaces. Grade B. softwood species shall be in conformance with American National standard AN51/AITG m. Insulate recirculating hot water piping In 3. Weldin electrode shall be AW5 EiOXX ore equal g AIg0.1-Ig83, STRUCTURAL GLUED LAMINATED unheated spaces, (non -continuous inspection required, designed for half TIMBER, and AITG-I1i-DE51&N and stresses). MANUFACTURIN&. In. &as fired household heating and cooling appliances, shower heads and faucets shall 4. All welding process and Inspection shall conform to 2, The glued laminated timber members furnished comply with the appliance efficiency the American Society Specification 01.0 latest edition. shall provide design values that meet or standards. exceed the following; 5. Steel Fabricator shall submit shopdrawin s to the Fb=2,400 psi HORIZONTAL o. General lighting in kitchen and bathrooms engineer for preview prior to fo&lcotiong SHEAR, Fv = 165 psi shall have an efficacy of not less than 40 6• A cetlflcate of fabrication from the fabrlcatlnsho g pp COMPRESSION PERPENDICULAR TO &RAIN Fc+ (tension face) = 385 psi lumens/watts. (Specify flourescent lighting). or report from the special Inspector must be furnished to the inspector to.froming approval. fa si MODULUS 85 pp i,800,000 Psi Thermostatically controlled heating on job prior OF ELn G TY, E cooling systems (except heat pumps shall on cooling automatic thermostat with a clock mechanism 104000 FRAMINo: 3. Appearance of members shall be INDUSTRIAL which can be manually programmed to I. Framing lumber shall be Douglas Fir -Larch, grade &RAPE. automatically set back the thermostat set marked by W.W,P,A. or W.G:L.I.B. as follows, unless oints for at least two periods- within 24 p p th 1 t d I h if i d s coat of end hours). o erw se no e on pans. Vertical Framing 4. Unless of erwlse spec e , sealer shall be applied to the ends of all 2"x4" 14"x4".......... 5tondord trade or Better members as soon as practical after end 2"xb" and larger .... No.2 trade or Better trimming. surfaces of members may be, but b"xb" and larger .... No.l trade or Better not necessorly: sealed with penetrating Horizontal Framing sealer. 211x 4 4"x....................No. 2 Grade or Better 6'°x and Iarger......... No.l . Grade or Better 5. Members shall be unwrapped. 2. Plywood roof and floor sheathing shall be, o5 noted on 6. Members shall be marked with a G2uality plons.Plywood for shear walls shall be Structural I. All Mark indicating conformance with American National Standard AN51/AITG A1010, 1-1`�: 33, sheets shall be cirodemarked and conform to PS-I-53. STRUCTURAL GLUED LAMINATED TIMBER. All plywood shall be bonded with exterior glue. 3. Each pi wood sheet shall have a minimum area of 5 RESIDENTIAL ENERGY 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 a 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 Installation conforms with the requirement of Title or mosonory shall be pressure treated Douglas Fir. 24, Ghopter 2-53 and that the materials installed conform with the requirements of Title 20, 5. All nails shall be common wire nails with minimum nulling per Chapter 2, subchapter 4, Article 3. Table 23-II 5-1 of the Code, unless shown otherwise. c. All insvldtlon materials shall be certified by the b. All framing hardware shown are Strong -Tie Connectors as manufacturer as complying with the California manufactured by the Simpson Company, unless noted Guolity Standards for Insulating Material. otherwise.lnstall per manufacturers' recommendations. .7. Bolts shall conform to A5TM A-301. Provide washers d. Doors and windows between conditioned and under all bolt, nut, and screw heads. 0Ut51de or unconditioned spaces such o5 garages and compartments for Central air gas furnaces Double joists beneath all parallel walls. Solid block beneath shall be fully weatherstrlpped. walls perpendicular to joists. e. Manufactured doors and windows shall be q. Anchor bolts shall be 5/6" diameter x 10" with i" minwvjm Certified and labeled in compliance with the embedment, unless noted otherwise on plans. See plans opproplote infiltration standards listed in Table for spacing. Install not less than 2 bolts in each piece 2-53v of the energy regulotlon5. of sill plate, with the first bolt within 12" of the end of the plate. F. All fan systems exhoustinqq air from the building shall be provided with b6ck draft dampers. 10. Joists or rafters froming from oposite sides of beams or walls shall be lapped a minimum 4" and spliced with . caulk around all plumbing and electrical 4-Ibd nails, unless noted otherwise on plans. 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 15" o.c. and between wall sole plates and floors and staggered top and bottom 3" from the edges, with the between exterior wall panels. firs -bolt 3-1/2" from the end® I. Masonary and factory built fireplaces shall have 12. All flush framed 2" x connections shall be made with the following: Simpson "LUP" series hangers, unless noted otherwise on plans. 1) Tight fitting closeable metal or glass door Covering the entire opening of the firebox. 15. All flush framed 2-2" x and larger connections shol I be made with 5lmpson "B" series hangers, unless noted 2) A combustion air intake to draw air from the otherwise on plans, outside of the building directly Into the Firebox, which is at least six square inches in area and Is 14• Lap ail 2-2" x top plates a minimum or 4'-O' of splices wqulpped with a readily accessible, operable and nail with 10-Ibd each side of each splice, unless and tight fitting damper. noted otherwise on plans. Where top plate is cut, add a 1/&" x 1-1/2" metal strap with 10-I(od each side of cut. 3) Tight fitting flue damper with readily accessible control. I Plans drawn by: RESIDEN-Wa, COWERCLU kV 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: Checked Job no. Drawn L.G. Date SHEET: OF SHEETS