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HomeMy WebLinkAbout10146923.pdfa HOSE 5155 FACKFLOI,N :261-011 larding Sam/ TAERED 6LA55 FAMILY' i;2.M. 211 50. FT. + ,IQ So. FT. 50150. FT. NEW k 2L02 -0-0- 5. T. U. URNA,CE "X50" ATT16 ACCE55 50" MIN.�HEAVRM. x flew dining qO 50. FT. 0 bedroom WT FAN -PCHANGES HOUR 1 1 I M existe. laundry 11 01 H 5ATTr=R'r'5MOKE ALARM IF NON EXIST. T'�' C xis t exit kitchn dinin F a—] 101 50. FT. 0 Fil bathe (r-XI5TIN(5 ---\ I 1 5 . T.U. 015ATTER'l' 5MOKE � 1111I IF NON EX15T. TYP. existe. bedroom exist(@. icing r rn. 5:2 1 50 F T + W'j E. PORCH EX15T * FIREPLACE 10" 41-011 EX15TINO REMOVED F *FL 0 0 R FLAN PROPOSED ---- ------------- -------- SCALE 1/411=11-011 NEPNO f=LOCR ARmA 655 S.F. a F87 u O a �e e r al Notce: -- ---J r 1. Glazed wardrobe shall meet the Impact Test Re(:�yiraments of UE3C 5td. 24-:2, Fort 11, Laminated glass must also meet the, Boil Test Reqylrements of U5G 5td. 24-2, Fort 11. 2,Provide fire, blocking in concealed spaces of stud walls and partitions, including furred spaces at the calling and floor level and at ]Oft. intervals both vertical and horizontal. 24 '-a 5.AII plumbing walls are to be framed with a minimum of 6" studs. 4.Double Nails used as plumbing Halls are to be a minimum Of e>" wide and no "flat" studs permitted. 5toc .3gered studs are acceptable. 5.Permlssible notching and boring of joists are to be shown on the, plans and shall not exceed 050 Section 2520.5.5 allowances. 1-0 0 (b.Notching of exterior and beoring/nonbcoring walls shall not exceed *75%/40% respectively. Bored holes In beoring/nonbcoring k4oll5 shall not exceed 40%160% respectively. In no case shall the edge (EXIST6) PLEC' -th e�­stv'd�.'­------- ." , ­­ , ' of the, bored hole be nearer than 5/e> inch to the edge of, eARAV! (2520.11.41 and 2520.11.10) A06 SCALE 1181=11-011 021 At Iu 121, T'rP. 0 17)CCR 50HE17)ULF 15111rm. 51zr_ I T**Irpr- A 21-5" X 6'-5" X I 5/e>" HOLLON CORE 6-oil x rol-Vi SLID. ND. r,>5L. DRS. -0 x r 1-5" SLID r_-,-LA55 1 It= 5 TEMP. 01-. F-1 AlNr�)ON 5CHr-t7ULE 5"Irm. SIM 7YFF- 1 4-011 X 41-011 VINYL 5IN6LE HUNG VINYL SLIP. 41-011 x It-bil 055C. 51-5. TEMP. GLASS 5 8-011 X 41-011 VINYL FIXED JoAV VNOLE HUNG 51ME5 4 5-011 X 41-0" VINYL 51 N6LE HUNG 5 5-011 X 4t-O" VINYL 5INeLE HUNG 5-011 x 51-011 VINYL 51NOLE HUNG 7 2.-0'. x 5,-0" VINYL SINGLE HUNG 21-011 x 51-011 \/IN**rL 51NOLE HUNG 01550. 61-5. (EXI5T6) FRONT YARD 7z' NOTES: REPLACE ALL EX15TO. NINDON5 SAME t ALL NEK NINDOV45 TO MATCH EX15TO. I N COLOR , TYPE ETC. TY LINEPROPE ALL KNDON5 TO BE DUAL GLAZED. S. E31RC/H P L A l_vi-?N1111 f 1, F"OL 0 7 fol 00*14 L A N 5CALE 11511=11-011 C( NOR7H Plans drawn by: ( rG G P. FOX P)) DRAFTING RESIDENTIAL, 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 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 I -STORY ADDITION Sheet Title: PLOT PLAN FLOOR PLAN ROOF PLAN Checked Job no. Drawn Date 05/21/04 SHEET: OF SHEETS REVISIONS I BY 24'XI2" 6 DORMER' NORTH, ELEVATION 5CALE 1 /411=11-011 ROOF I NO: 0L /\ G* G^ "All 11 OR 115" C©t.i(FO- 51 TI ON 5HI NCLE5 O\/ER �211 L./AYER # 15 FELT U5E CAL\/. ROOF I NC NAILS ( FIRE RETARDANT) NOTE: PRO\/ICE 4411 MAX. SILL HC T. ASO\/E FIN 15H FLOOR FOR EMERC ENCY EXIT ON ALL BEDROOM WINDOW5. 2" X 6" ROOF RAFT. a 16 O.G. 12 4�� A55a 16" 0 1111d Totilt+IlN1i+ICI+lti I�l.�l� - i INSULATION 6d : i i �I F��DR001� 2" X 4" P.T. 5I L PLATE W/ 5/8" VIA. X 10" A. BOLTS 26 6A. GALV. 5TL. 61-0" 7" MIN. WEEP SCREED TYP. WITH 5 -1/2" FLA 5 1/2" CONC. 5L/ AT 5TUCG0 T,$ 5 .0" r-4 .r.. JOft loom ,..a #000 .on awm I ..... l 1 11 . / If SCALE 5/81t=1'-011 12" T`(P ,­ 101. 26 6A. 6ALV. 5TL. WEEP 50REED TYP. IZ (EX15T5.) ROOF 4 .... . ..... TYP. 1211 TYP - L I .5 TUC=4 CO -- TYPICAL 26 GA. 6AL\0. STL. WEEP SCREED TYP. NEST ELEVATION SCALE 1/411 = 11-011 V 4 (E X I STC .) ROOF -- CLe. NEN s vc°a TRIM T`(P. 111TYPI0A O TEMP. Q j ------ (EX15T5.) HOU5E � 1 FL. LINE 26 6A. 6ALV. 5TL. WEEP 5CREED TYP. " X 8'1 RIDGE 5RD RADIANT BARRIER REQUIRED 12" GDX PLYWOOD SHT6. W/ Sd a 61,24" O.G. r--2" X 6" ROOF RAFT. 0 16" O.G. 50"/56" LON(5.5TRAPETI 2" X 6" CL6..J5T5. a 1611 O/C D5L. 2" X 4" PLATES 2" X 41' 5TUD5 o 1611 R-15 IN5ULAT1( IMAMIL)' R001,--1 5 1/2" GONG. 5LA5 I N SOUTH ELEVATION SCALE I/4"=1'-O" 50ALE 1/411 = 11-011 (EXI5T5.) ROOF mm Plans drawn by: G P. F O X P DRAFTING Q RESIDENTIAL, COMMERCIAL GUILLERMO PALAFOX 8050 E. Florence Ave. suite #27 Downey, CA. 90240 phone: (562) 928y-5467 pager: (562) 409--3116 GENERAL NOTES I. 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. PROPOSED I -STORY ADDITION Sheet Title: ELEVATIONS SECTION Project for: TOMAS BAUTISTA Project: Address: 1339 S. BIRCH SANTA ANA, CA, Checked Job no. Drawn Date 05/21/04 SHEET: >5 OF SHEETS REVISIONS us* i FOUNDATION PLAN 51M. M5T5"7 STRAP 0 1 T 4 B PLATES i ROOF SHrATI NC 112 " GDX EXT. C RADE PLYWD. NI EXT. C RADE CLUE LAY PL`rND. FACE GRAIN PER- FEND I GULAR TO FRAM I NC AND NAIL WI 8d @ b11,I2" O/C � f = NEN! 12" X12 "DEEP CONT. FTC. — — — — — — — -- — I+^ll I _#4 TOP $ BOTT. TYF. I 1 = d.' l I — — — -----�� 1 I � I � l I � I �i ------------ t"_0"izAM I NCC PLAN SCALE 1/411=11-011 5la" D I A. X 10 A. BOLTS @ b -0" 0/0 SHEAR NIAL.L 5�f�EDUL.E " " 12 FR.C?N� GG�RNERS $ ENDS (7 MIN. I~'LYVqOOD CAR ORIENTED STRAND BARD EMBED.) Nl1 2 "X2 "X311b" 5TL. PLATE WA5HER5 "HOLD ONNS HD2A TO BE PLACED AT ENDS OF NEVI! SHEAF: NALL5" 5YM. MATERIAL PANEL NAILING PLATE NAILING FRAMING ANCHORS ANCHOR BOLTS EDGE FIELD PLATE AI 112" 5TR. I Sd 6 b" Sd a 12" 16d 68" O/C A55 a 24" O/C 5I8" DIA. a 6' Plans drawn by: a RESIDENTIAL, 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: PROPOSED ADDITION Sheet Title: Project for: TOMAS BAUTISTA Project: Address: Checked Job no. Date 05/21/04 SHEET: 3 OF SHEETS REVISIONS BY 1/2" GDX PLYWD. W/ Syd ® 6",12" 0/0 OVER PG P05T GAF'' 2"X RIDGE -56 1/2" GDX PLYWD. W/ 2 X ROOF RAFT. @ a/c/ BEAM 8d a (011,121, O/C' 2 X ROOF RAFT. 16 OJG 4X4 KINS POST 51MP5ON ST-2115 (P.1.32/16} (P.1.32I16} 6-16d PER LAP STRAP W/ 10-16d A35 {y! 24" 0.C- @ 4'-0t1 0/ B. I "X 5H D r t- fi 2'x GLG. J5T5. 0 {b" OJG 51MP50N PG Plans drawn by: POST GAP SEAM DBL. 2 "X4" PLATES INVERTED OR HDR. (rG G P . F OX 2 X FASCIA �, o P DRAFTING W! 2-{6d PER 2 X4 5TUD5 0 16 0/0 ROOF RAFT. o a 2-166 T.N. EA. RESIDENTIAL, COMMERCIAL E EA. JOIST "7/8" MIN. 5TUCGO GUILLERMO PALAFOX 2"X ROOF RAFT. @ O/C/ OR 5EE ELE\/ATION 8050 E. Florence Ave. FOR EXT. FIN15H suite #27 Downey, CA. 90240 phone: (562) 928--5467 pager: (562) 409--3116 /2" GDX PL.YWD. Wl 2"X GONT. FLAT 8d @ b",12" O/C, OVER W/ 2-16d PER R.R. GENERAL NOTES 2 "X ROOF RAFT. @ O/G '� 4" STUDS @ 16"" 0/G 1. VERIFY MEASUREMENTS WITH 2" X G, J. � 16" OJG 2" X C. � 16" OIG #Q. MST37 EXISTING OCOND TIONSNDING TPRIOR RUCTEDTO R PROCEEDING WITH THE WORK, AND NOTIFY THE ARCHITECT IMMEDIATELY, OF SIGNIFICANT DISCREPANCIES. — _ — — — — — — ,_ — 2. FINISH ELEVATIONS REFERENCED ON ARCHITECTURAL DRAWINGS ARE DATUM b-I6d PER LAP + + + -t- + -I- — — — ^ _ — — — — — — — ELEVATIONS ABOVE THE FINISH FLOOR ELEVATION. THE CONTRACTOR MUST A55 @ 24" O/G + + + 24" COORDINATE DATUM —BASED ARCHITECTURAL ELEVATIONS SHOWN WITH iR5 A35(�32" O/ SITE —SPECIFIC ELEVATIONS SHOWN ON CIVIL DRAWINGS. b-I6d PER LAP �s �" DBL. 2 X4 PLATES #4 -- — — —` — — �` — — - - - - - - 3. WALL DIMENSIONS SHOWN ARE TO FACE OF WALL FINISH UNLESS SPECIFICALLY __ - NOTED OTHERWISE. 171 2 "X GLO. J5T5. 2 "X GLC . _15T5. @ 16" O/G "X4" STUDS @ ! 6" 0/G 41 @ 162 Project: DBL.. 2 "X4" PLATES # 4 REBAR EMBEDDED cl" 2 "X4" 5TUD5 c� 1611 OIG INTO a 3/4'" O X IO" PROPOSED LONG HOLE FILLED W/ 1--STORY ADDITION EPDXY (SIMPSON GLUE) GAL I FORN I FRA�E �� "" 2 X4 5TUD5 a 16 o/c 17/8" MIN. STUCCO 2'"X4" STUDS @ 16" O/G fi" " GDX PLYWD. W.;° 5d @ 6 %12" O/C OVER OR SEE PLAN 4 2X R.R. ®16 2"x4'" P.T. SILL PLATE SHEAF:WALL SGHED. 2"x4" P.T. SILL PLATE 2"X6" CONT. FLAT Sheet Title: 5/8" ¢3''X 10" LONG HD2A WHERE OCCURS 5/8 OIX 1011 LONG A. BOLTS a 6 -O OIG W/ 2-I6d PER R.R. A. BOLTS @ b'-Q" 0/G 26 GA. GALV. STL. {N. EMBEDMENT) 2"X4" 16" O/C'DETAILS (T" MIN. EMBEDMENT) WEEP SG ki 2 X 2 X 3/1(o WA5HER EP 3 1/2" GONG. 5LA8 W/ 2 X 2 X 3/16" WA5HER5 WI W I RE M NTYP. o 3{ /2" GON . o W/ WIRE ME5H 55T516 a 74 °a °o°' ++ + + ++ lu � _ d Project for: dEjj 2 I12" SAND da SAND �� A35@32 O/c, d a _ FILL TYP. TOMAS BAIJTISTA FILL TYP.+ n -# TOPS SOTT. -# TOP BOTT. � �; '. � -I6d DBL. 2 "X4" PLATES d t � a Z. o 5' 4 12" Project: 2"X4" STUDS � 1b" OJG 2`" X G. J. @ 16" 0/G 21" X C. J. 16" O/G Address: 1:2" 41 1339 S. BIRCH F0071NO DE7AIL I F0071NO DE7A I L �5 SANTA ANA, CA. HIP BEAM PER PLAN 51 MPSON H5 EA 51 DE Checked TOP PLATES 0 0 Job no. CORNER FR,,�,MIN Drawn SEAM SHALL NOT TYPICAL GHANNE BE NOTCHED MORE THAN 1-3 4" Date 05f 21 j04 SHEET: *0 E[, 14(gq Ze! I 51 DE VIEW PLAN V 1 EW OF CHANNEL OF SHEETS REVISIONS BY CERTIFICATE OF COMPLIANCE: 1- DDT Doct�9tari�,gr�u r, '!2 �" Telep ne Compliance Method (Package or Computer) Climate Zone(Package or Computer) Climate Zone RESIDENTIAL (Page l of 3) CF-1R N -r,k At A CA erns Building Permit # Phut Check / Date Field Check / Date GEt BAL INFORMATION Total Conditioned Floor Area_;fe Average Ceiling Height: ft Conditioned slab Floor Area _ fe Building Type:. Single Family `✓ Addition (check one or more) Multi -Family Existing -Plus -Addition Front Orientation: North '/ South(East West! All orientations (input frost Orion degrees fi+om Truc North and circle one) Number of Stories Number of Dwelling Units: Floor Construction Type: lab ised Floor (eircie one or both) ,s RADLAM FARRIER fteaWW ja clinmgttl;pnrs 2, g, 8-15) Required for this submittal- yes _no RUILDLN_Q E EL -OPE ES'ULa=2N =R=;ZVZ� cavity--,-- Insulation Location/Comments (attic, garage, typical, etc.) ♦ ! IT.N{ ! ! r/ ... . , - (t / , : t ... . rI i! r �`� + :. t + M+ l7• •, ♦¢ !{: u,:! t: !t; � \ 1 1. : 1 1 F mQuimmtsfor a Emagiinfom FENESILAT# Shading Devices Of • Y ��Mw* MAOMW4r*-NMaAIr�I►rw Nii PA Compliance Forms August 2001 A-2 ADDENDUM 'I'U: CERTIFICATE OF COMPLIANCE FORM(S) (Title 24, Energy Regulations) Project Plan Check No.: Project Address:-,.w Suite No. THIS FORM IS TO BE COMPLETED BY DESIGNER UALIFIED � ENEROY CONSULTANT OTHER THAN THE ENERGY I have reviewed the •calculations and drawings for the above project and find botil to be in compliance with the Energy 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 An Building Safety Divi!on. l - Signature: Date: Print Name; \%C� Title: . rU - Company A � Phone No.:� } � �7 ? 1 Compa ny Address: 1 �,• Lyji% ` ! I. WCO 1, y F011:07-01-98 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 of 3) CF-1R 5--..Z4-c)4i Date HVAC SYSTEMS Note: Input hydronic or combined hydmnic data under Water Heating Systems, except Design Heating Load Distribution Heating Equipment Minimum Type and Duct or Heat Pump Type (f -ce, beat Efficiency Location Piping Thermostat Configuration pomp, Cie.) ' (AFUE or HSPF) (ducts, attic. cis.) R-Value Tvoe (stslit or trackage) Cooling Equipnment Minimum Duct Heat Pump Type (air maditionar, Efficiency Location Duct Thermostat Configuration heat EM, ev . cooling) SEER / attic etc R-Value LTlit or package) SEALED DUCTS al34TXVs (2r Alternative Vl­italgres,}_ U Seated Ducts.(auctirnatezones) (installer testing and certification and HERS rasa field verification ragttited) U TXVs, readily accessible (climate zones 2 and 8-15 only) (Installer testing and certification and HERS Rater or field verification required) U Refrigerant Charge(Air Flow (climate zones:! and s-1s only) (Installer testing and certification and HERS Rater or field verification roqutrod) OR �f( Alternative to Sealed Ducts and TXVs (sue Package C or D Alternative Package Features for Project Climate Zone) Climate Zone Window SHGC Window U-Factor SEER Heating WATER HEATING SYSTEMS Energy' External Rated' Tank Factor or Tank Water Heater Distribution Number Input (kW Capacity Recovery Standby' Insulation Tvve Type in System orB sU�) Efficiency Loss °le R-Value 't t I. For small gas storage water heaters (rated inputs of less than or oqual to 75,000 BtuJltr), electric resistance, and heat pump water hesters, list Energy Factor. For large gas storage water heaters (rated input of v=w than 75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list rated input and rseovay efficiencies. SPECIAL FEAIMS fadd extra sheets ifnecessatv). Package C and D: TXVs, Seated Ducts, Radiant Barriers (see installation requirements for radiant barriers in Section 8.13 of the 200 1 Residential Manual). Package C: thermal mass (thermal amass type, covering, thickness, and description). r= A1�1 k1T11I" E3^ F-f?-IE� 1Z l 4�:> F2-5a U F-5 r,� Compliance Forms I IAugust 2001 A-3 MANDATORY MEASURES CHECKLIST RESIDENTIAL (Page 1 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 supeacdodby more stringent compliance requirements listed on the Certificate of Compliance. When ibis checklist is incorporated into the permit documents, the featurres noted shall be considered by all parties as minimum component performance specifications for the mandatary 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: • § t 50(a): Minimum tt 19 ceiling insulation. ¢ 150(b): Loose till insulation mtmuStcturer's labeled R-Valac. K-- 3O • ¢ 150(c): Minimum R-13 wall inalMoa in wood 5araai wallsor Nuivalent U-Factar in foetal fame walls does not to exterior mass watts . i • § 1 *dj Minimum R-13 raised floor insulation in ftamed floors. r ¢ 130(1) : Stab edge insulation - water absorption rate too greater than 0.3% water vapor transmission rate no Q than 2.0 Eamb. § 119: insulation specified or installed ranats insutatiam quality standards. Indicate type and form jd4Q § 116.17: Fenestration Products, Exterior Doors, and lntiltratioaMxSltration Controls i . Doors and windows between conditioned and unotmilitioned spaces designed to limit air leakage. 2. Fenestration products (except field-fabriasttcd)haw W)d with cgOod U-Factor, certified Solar Heat G7dy t E,�� A Gain Coefficient (SHOC), and infiltration certification. i� a- ► 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ¢ 150(g): Vapor barriers mandatory in Climatic Zones 14 and 16 only. aQc § 150(f): Special infituation barrier installed to comply -with § 151 meets Commission quality standards. 'ffit § 150(c): Installation of Fbepiaas, Decorative Gas Appliances and Gas Logs. 1. Masonry and fictarybuiit fireptaces have; a. Closeable metal or glass door t b. Outside air intake with damper and control e. Flue damper and control 2. No continuous )inuring gas pilot fights allowed Space Conditioning, Water Heating and Plumbing S stem Measures: § 110-1113: HVAC equipment, water beaters, showerhrads and faucets certified by the Commission. /41- § 150): Heating and/or ooUng toads calculated in accmdanoc with ASHRAE, SMACNA or ACCA. § 150(1). Setback thermostat on all applicable heating and/or cooling systems. y § I50(j): Pipe and tank insulation 1. Storage gas water haters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an Installed dramal resistance of R-12 or greater.' 2. First 5 feet of pipes closest to water hater tank. ttion-recirculating systems, insulated (R4 or greater) 3. Back-up tanks for solar system, unfual storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined iamteraaUeattcrnai insulation. 4. All buried or exposed piping im6tod in rocirwtating sections of hot water systems. 5. Cooling system piping below 55• F insufasod 6. Piping insulated between hating souve and indirect hot water tank. Compliance Forms August 2001 A-5 CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 3 of 3) CF-1R COMPLIANCE STATEMENT This certificate ofcompliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 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 rater, Designer <EFer Business and Professions Code) Documentation Author " Name: t A} 1 t% tc� 1 �11 TA blame: `�' lb, G tYtV t f `L`�tVx Title/Firm: 1?, Title/Firm: ! �t' i� �! 1 ` "^t Address: i «J 6,l p..c ; i`-V, :i[ / � t LEI! V I5 �y - Address. VQN Telephone: Tele a Y -2 ^ t ' d*4 r. {, (signature) (date) (signature) A(date) Enforcement Agency ) ( /� / ry- Name: JV A/`t �` AM I t 1 O Title: ' Agency: L)210) -•y Tel one 660 ' t (sign / stamp) (date) January 5, 2001 (MANDATORY M.EASUR eS C T:i CKLIST: RESIDENTIAL Page 2 of 2) MF-1 R 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 snore 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 Conditioning, Water Heating and Plumbing System Measures: (continued) i ' § 150(m): Ducu and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirement of the 1998 CMC Sections 601, 603, 604, and Standard 6.3; ducts insulated to a minimum installed level of R-41 or a mlosed entirety In conditional space. Openings shall be sealed with mastic, tape, aerosol sealutt, or other duet cbsuro system that moots the applieabb regasrrsneats of UL 191, UL 181A, or UL 181B. If mastic or tape is used a seal opatings greater than 1/4 inch, the combination of mastic and either mash or tape shall be used. Building cavities shill act be used for conveying conditioned air. Joints and scats of duct systems and their components shall not be sealed with cloth back rubber sacsive duct tapes unless such tape is used in combination with mastic and drswbands. 2. Building cavities, support platforms for air handled, and plenums defined or constructed with materials other than scaled sbom metal, duct board or flexible duct shall not be used for conveying conditioned l air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross -sectional area of the ducts. 3. Joints and scams of duct systems and their components "I 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, 5. Gravity ventilating.systems serving conditioned space have either automatic or readily accessible, 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 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 u above or painted with a coating that is water mtudant and ffovides shielding from solar radiation that can cause degradationot the material. ¢ t 14: Pool and Spa Heating Systems and Equipment. i System is cenifioi with 78% thermal efficiency, on -off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: W a. At toast 36" of pipe between filter and }eater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time twitch. ¢ 115: Gas fired aatral furrnaces, pool beaten, spa beaters or household cooking atppliancas have no I� continuous!y burning pilot fi t a don: Noweioctrieal cooking appliances with pilot < 150 Btu/hr f § i 18 (0: Cool Roof material mat specified criteria Lighting Measures: § 150(k)l .: Luminaires for gencal fighting in kitchens shall have lamps with an efficacy of40 hums/watt or greater far geaesat! lighting its kitchens This general lighting shaft be enntrollod by a switch on a matdily accessible lighting control mot at an eutectic to the kitchen. Rooms with a %bower or bathtub must have either at toast one luminaire with lamps with an cfficaty ot40 lumcuVwatt or greater switched u the alliance to the room or out of the alternatives to this requirt rent allowed in ¢ f 50(k)2.; and incandescent recessed ailing fixtures am IC (insulation cover) rover) Compliance Forms August 2001 A-6 Plans drawn by: RESIDENTIAL, 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 NTH 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: TOMAS BAUTISTA Project: Address: 1339 S. BIRCH SANTA ANA, CA. Checked Job no. Drawn Date 05 f 21 f 04 E!� OF SHEETS REVISIONS i BY Security Requirements 1. All entry doors to dwelling units or guest rooms shall be arranged so that the occupant has a view of the area immediately outside the door without opening the door. Such view may be provided by a door viewer,through windows located in the vicinity of the door or through view ports In the door or adjoining wall, g1.6707 2. Screens,barracades,or.feHces made of material which preclude human climbing shall be provided at every portion of every roof,balcony, or similar structures. g1.6707 3. .Wood flush -type doors shall be 13/a" thick minimum with solid core construction. Q1.670q.i- Door stops of In -swinging doors shall be of one-piece construction with the jamb or joined by rabbet to the jamb. Gil.670cf.4 4. Every door in a security opening for an apartment house shall be provided with a light bulb (60 watt min.) At a maximum height of & feet on the exterior. a1.6708 5. All pin -type door hinges accessible from outside shall have non -removable hinge pins. Hinge!�r shall have min. 1/4" dia. steel jamb stud with 1/4" min, protection. The strike plate for latches and holding device for projecting dead bolts in wood construction shall be secured to the jamb and the wall framing with screws no less than 2-1/2" long. C11.670cf.5, q1.670G.7 6• Provide dead bolts with hardened Inserts; deadlocking latch with key -operated locks on exterior. Locks must be openoble from Inside without key, special knowledge or special effort (latch not required in BF, and 5 occupancies. Q1.670c1.2) 7 . Straight dead bolts shall have a min. throw of I" and an embedment of not less than 5/8", and a hook -shaped or an expanding -lug deadbolt shall have a minimum throw of 3/4". C11.670C1.2 5 • The use of a locking system which consists of a deadlocking latch operated by a doorknob and a deadbolt operated by a non -removable thumb turn which is independent of the deadlocking latch and which must be separately operated, shall not be considered as a system which requires special knowledge, or effort when used In dwelling units. The door knob and the thumb turn which operates the deadbolt shall not be separated by more than 8 inches. cf. Mood panel type doors must have panels at least ci/16 in. thick with shaped portions not less thcrnl/4 in, thick and individuals panels must be no more than 500 sq. In. in area. Mullions shall be considered a part of adjacent panels except mullions not over 18 Inches long may have an overall width of not less than 2 Inches. Stiles and rails shall be of solid lumber. in thickness with overall dimensions of not less than 1 3/5 inches and 3 inches In width. ci1.670Q.1 item 2 3. All dimensions and existing conditions shall be verified .by the contractor; and notify the engineer of any discrepancies before proceeding with and/or beginning any work. 4. In no cases shall working dimensions be scaled from plans or details. Figures on drawings overn and larger scale drawings govern over smaller s(5ale drawings. 5. The contractor shall coordinate all structural work with the architectural, mechanical and any other related drawings and notify the engineer of any discrepancies before proceeding with and/or beginning any work. 6. Contractor shall verify location and size of floor, roof and wall openings with other drawings. Openings not shown on structural drawings are not permitted. FOUNDATION: 1. Design soil bearing is 1000 P.S.F. (Sandy Glay) 2. All footings shall extend into firm natural soil or approved compacted fill a minimum of and for expansive soil a minimum of 24". 3. Excavations adjacent to exIstinq buildings or walls shall not extend below an angle of 45 from the bottoms of the footings of these adjacent structures, or the contractor shall provide adequate shoring for the excavations. 4. Where existing footings, concrete slabs, pipes, utilities or other buried items are removed, !Ahere new slabs or footings are to be located, all existing loose soil shall be removed and recompacted to a minimum of cf09b of maximum density. 5. All fill shall be compacted to a minimum of qO% of maximum density in accordance with A5TM D-1557. fill shall be placed under the svpervislon of, and tested and certified by, an approved Soil's Engineer. G0NGRETE: I. All concrete shall be made with stone aggregate and shall attain a minimum compressive strength at 28 days of 2,500 PSi. 2. Maximum concrete slump shall be 3". 3. Gement fo,n concrete mortar, and grout shall be type 1L or V conforming to ASTM C-150. 4. Location of all construction joints shall be approved by the engineer. 5. No pipes or ducts, other than conduit, shall be placed In structural concrete unless specifically shown. Aluminum conduit shall not be used. 10 Sliding doors shall 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 all items embedded in or attached of the moving panel in the closed or partially open position. to concrete. 91 6710 7. Drypock shall be 1:3 cement sand mix. 11. Sliding glass doors shall be equipped with locking devices and shall be so constructed and installed that they remain intact and engaged when subjected to the test specified in al.a1.67 7. 12 Provide metal guides at top and bottom of metal accordion grate or grille -type doors and cylinder locks or padlocks. Gylinder guards shall be installed on all cylinder locks whenever the cylinder projects beyond the face of the door or Is otherwise accesible to gripping tools, 511.6-712 13. 61azed openings within 40" of the door lock when the door is In the closed position, shall be fully tempered glass or approved burglary resistant material,or shall be protected by metal bars, screens or grills having a maximum opening of 2". The provisions of this section shall not apply to view ports or windows which do not exceed 2" in their greatest dimensions. Lil.6`713 14. Sliding windows shall be provided with a device in the upper channel of the moving panel to prohibit raising and removing of the moving panel in the closed or partially open position. a 1.6715.1 15. Sliding windows shall be equipped with locking devices and shall be so constructed an installed that they remain intact and and engaged when subjected to the tests specified In 6751 and 6732. Btructura I blot ee ENERAL : 1. All work performed; shall be In conformance to the 2001 GBG CODE 2001 UMG 2001 UPG, and the lag& NEG Gode. 2• Where no specific detoli, section or indication Is given; typical or approved standard practice details are to be used. 8. All anchor bolts, dowels and other Inserts shall be placed before pouring concrete. REINFORGIN6 STEEL: I. All detailing, erection, and fabrication of reinforcing and accessories shall confirm to the Manual of Standard Practice of the Goncrete Reinforcing Steel Institution. 2. Reinforcing steel shall conform to ASTM A-615, &rode 40. &rade 60 for #5 4 larger bars. 3. Reinforcing shown continuous may be lapped 30 bar diameters In concrete, unless noted otherwise. 4. Reinforcing shall have the following minimum cover: Goncrete poured against earth .... 3inch Formed concrete -exterior face....2 Inch 5. Melded wire mesh shall conform to ASTM A-05. Lap one full mesh plus 2" at splices. MASONAR`r': 1. Masonary units shall be.. Concrete, Masonary Units, 6,rade N conforming to ASTM GcIO Medium weight concrete block (All units have the standard dimensions unless noted otherwise and are to be open end). 2. Portland Gement shall conform to ASTM G150, Type I or Type 11; no Masonary Gement is Allowed. 3. Mortar shall be type 5; freshly prepared and uniformly mixed, and shall conform A5TM C270. If plastic type cement is used the lime putty shall be ommitted. 4.. grout shall be of fluid consistency and mixed in the ration by volumes, one part cement, three parts sand, or one part cement three parts sand, and two parts peagrave I . 5. Reinforcing Steel shall be deformed bars conforming to A5TM A615 except that 1/4" ties may be plain bars. Mire reinforcement shall conform to A5TM A 82. (b. Gon5trvctlon shall be of the highest duality workmanship and all wails shall be laid true and plumb. Provisions shall be arranged for all adjoining construction. STRUCTURAL ANP MISCELLANEOUS aTEEL: I. All detailing, fabrication and erection shall conform the latest edition of AISC specifications. 2. All structural steel shall be ASTM A36, bolts and nuts shall conform A5TM A507 unless noted otherwise. Pipe columns and tubular steel shall conform A5TM A53 6 rode B. 15. 5tuds may be cut or notched to a maximum of 25% of the width. Bored holes shall not be nearer than 5/a" to edge of stud and a maximum size of 40% of stud width. 16. Joists or rafters may be notched at top or bottom to maximum of one -sixth of depth, but not within middle, third of span. Holes bored in Joists or rafters shall not be nearer than 2" to the edge and shall not exceed one-third of the Joist or rafter depth. 6LUELAMI NATED Ti MSER: 4) Gontiruous burning pilot lights are prohibited. J. Ducts shall be constructed, installed and Insulated according to Chapter 10 of the Applicable edition of the Uniform Mechanical Gode. All Joints of the duct system shall be tightly sealed with mosticor tape. k. Storage type water heaters and storage tanks for solar water heating systems shall be externally wrapped with Insulation of R-12 or greater, unless so internally Insulated. I. Provide minimum R-4 insulation on water heater inlet and outlet pipe for first five Feet in unconditioned spaces. m. Insulate recirculating hot water piping In unheated spaces. n. 6ae fired household heating and cooling oppIlances, shower heads and faucets shall 2. The glued laminated timber members furnished comply with the appliance efficiency shall provide design values that meet or standards. exceed the following; BENDIN&, Fb=2,400 psi o, general lighting In kitchen and bathrooms HORIZONTAL SHEAR, Fv = 165 psi shall have on efficacy of not less than 40 6OMPR.E55ION PERPENDICULAR TO GRAIN lumens/watts. (specify flourescent lighting). Fc+ (tension face) = 385 psi Fc+ (compression face) = 385 psi p. Thermostatically controlled heating on MODULUS OF ELASTIGITY, E = f,P>00,000 PS! cooling systems (except heat pumps shall on automatic thermostat with a clock mechanism WOOD FRAMiN6: 3. Appearance of members shall be INDUSTRIAL which can be manually programmed to 1. Framing lumber shall be Douglas Fir -Larch, grade GRADE. automatically set back the thermostat set marked by M.M,P,A. or M.G.L.I.B. as follows, unless points for at least two periods within 24 otherwise noted on pions: 4. Unless otherwise specified, a coat of end hours). Vertical Framing sealer shall be applied to the ends of a l I 2 x4 $ 4 x4 ..........Standard grade or Better members as soon 65 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 necessarly: sealed with penetrating Horizontal Framing sealer. 2"x 4 4"x....................No. 2 Grode or Better (011x and larger ......... No.1 Grade or Better 5. Members shall be unwrapped. 2, Plywood roof and floor sheathing-; shall be as noted on 6. Members shall be marked with a G2uality plans.Plywood for shear walls shall be Structural 1. All Mark Indicating conformance with American sheets shall be, grade marked and conform to PS-1-&3. National Standard ANSI/ATTC AIQO, i-iQ83, All plywood shall be bonded with exterior glue. STRUGTURAL CLUED LAMINATED TIMBER. 3. Each plywood sheet shall have a minimum area of 8 RESIDENTIAL ENERGY GONSERYATiON: 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, Ghapter 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 or masonary shall be pressure treated Douglas Fir. installation conforms with the requirement of Title. 24, Ghapter 2-53 and that the materials Installed 5. All Halls shall be common wire Halls with minimum nailing per conform with the requirements of. Title 20, Ghapter 2, Subchapter 4, Article 3. Table 23-11 B-I of the Gode, unless shown otherwise. c. All insulation materials shall be certified by the (b. All framing hardware shown are Strong -Tie Gonnectors as manufacturer as complying with the Gailfornlo manufactured by the Simpson Gompany, unless noted Ouality Standards for Insulating Material. otherwise.lnstaii per manufacturers' recommendations. 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 garages t3. Double Joists beneath all parallel walls. Solid block beneath and compartments for central air gas furnaces J p shall be fully weatherstripped. wails perpendicular to Joists. e. Manufactured doors and windows shalt be q. Anchor bolts shall be 5/&" diameter x 10" with 7" minimum certified and labeled In compliance with the embedment, unless noted otherwise on plans. See plans opproplate Infiltration standards listed In Table for spacing. Install not less than 2 bolts in each piece 2-53v of the energy regulations. of sill plate, with the first bolt within 12" of the end of the plate. f. All fon systems exhausting air from the building 10. Joists or rafters framing from opposite sides of beams shall be provided with back draft dampers. or walls shall be lapped a minimum of 4" and spliced with g Gouik around all plumbing and electrical 4-16d 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 Goulk and seal around all window and door frames oil 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. first -bolt 3-1/2" from the end. I • Masonary and factory built f lre p l aces 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. 13: All flush 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 otherwise on plans. outside of the building directly into the firebox, which 15 at least six square Inches in area and Is 14. Lap all 2-2" x top plates a minimum or 4'-0' at splices wquipped with a readily accessible, operable and null with 10-1(od each side of each splice, unless and tight fitting damper. noted otherwise on plans. Where top plate Is cut, odd a 1/8" x 1-1/2" metal strap with 10-16d each side of cut. 3) Tight fitting flue dumper with readily accessible control. F_ 3. Melding electrode shall be AW5 E70XX or equal (non -continuous Inspection required, designed for half stresses). 4. Ali welding process and Inspection shall conform to the American Society Specification D1.0 latest edition. 5. Steel Fabricator shall submit shopp drawings to the engineer for preview prior to forxicotion. 6. A cetificate of fabrication from the fabricating shop or report from the special Inspector must be furnished to the ,job Inspector prior to from-Ing approval. 1. Materials, manufacture and quality control for structural glued laminated timber of softwood species shall be In conformance with American National Standard AN51/AITC AIcfO.I-1a83, 5TRUGTURRAL GLUED LAMINATED TIMBER, and AITG-117-DE51ON and MANUFACTURI N&. Plans drawn by: RESIDENTIAL, COMMERCIAL GUILLERMO PALAFOX 8050 E. Florence Ave. suite #27 Downey, CA. 90240 phone: (562) 928--5467 pager: (562) 409--3116 GENERAL NOTES 9. 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: Project: Address: Checked Job no. Drawn L.G. Date OF SHEETS