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HomeMy WebLinkAbout10147812.pdf91'-6"+ Mr. & Mrs. Melendez Residence � I 10' 1L.0'-0" 6'-011 14'-91/2" 13'-01/2" 23'-2° Existing living room extension Room addition 2nd floor I 606 South Mohawk Ave. Re . ` Santa Ana Oa92704 I PROJECT JfA �►� I OCCUPAN +I PROPOSED PATIO PROPOSED PROPOSED 2ND FLOOR NEW 1 STORY OPEN PATIO 195 SQ. FT. CODES: 2001 CBC I I ` 1 c Cc Q0 t001 C CF CONSTRUCTION TYPE: V-N aol CONTACT PERSO BRYSON NGUYEN I NEW 2 STORY ' I VI. ADDION 7 20 SQ.ITFT. 8732 JENNRICH AVE t .I TMINSTER, CA 92683 r T 1 - _ EL 714 7 3 886 9 9 OWNER: MR. & ` RS DEZI o r ' :i SA A 4 7 p.` 0 011 T TEL: (71 47- 02 .� _ ;: Tu - 5,985 SQ: FT. - N PROPOSED SITE PLAN`` PARCEL N0: 10983215 SCALE: 1/8" = V-0" EXISTING LIVING AREA: 1 303 i� 15'-0" EXISTING --------------1 EXISTING 2 CAR GARAGE 480 SQ. FT. I I I I -- — — — I — — — — — — — — — — — — — oF CO L—� I I I EXISTING 1 STORY DWELLING 1,303 SQ. FT.Ln 20'-0" I I EXISITNG DRIVEWAY I I 14'-9 1 /2" 13'-6 1 /2" 45-01' - - - - - - PROPOSED 2ND FLOOR EXISTING 99'_6„+ ' 10'-0" 6'-0" EXISITNG 2-CAR GARAGE: 480 SQ, FT. PROPOSED EXISTING NEW 1ST FLOOR EXTENSION: 114 SQ. FT. FOUfNDATION FO NU NU DATION NEW 2ND FLOOR ADDITION: 720 SQ. FT. QD II TOTAL LIVING AREA: 2,137 SQ. FT. I I I 14'-9 1 /2" d p CASED OPENING LINE OF AREA OF DRIVEWAY: 1,800 SQ. FT. I I (E) WALL 2ND FLR. ABOVE �l PERCENTAGE OF LOT COVERED: 2.137 SQ. FT. - 35.7%- 5,985 SQ. FT. / rt j-------- — -- PROJECT DATA NOTES: 1- CONCRETE STRENGTH: 2500 PSI @ 28 DAYS TYPE V CEMENT 2- STEEL RENFORCEMENT: GRADE 40 DEFORMED 3- LUMBERS: USE DOUGLAS FIR LARCH NO. 2 OR BETTER UNLESS NOTED OTHERWISE BUILDING SHALL BE PROVIDED W/EXTERIOR AND INTERIOR BRACED WALL LINES SPACING SHALL NOT EXCEED 25' ON CENTER IN THE LONGITUDINAL AND TRAVERSE DIRECTIONS. (SEC. 2320. 5.1.) 0 I / I I FAN/LIGHT c II � II J 0 II _ (N)EXTENSIONI I (E)LIVING /DINING AREA LIVING AREA CV N L I `° o (N)OPEN PATIO Z ( 9'-6" I 4'-5" UP 1 2ND EXISTING ELEC, METER NEW ELEC. METER 200 A-10-3W-120/230 V REPLACE (E)WINDOW W/ J (N)40x4O XO (E) BED RM. #3 NO WORK O SD E CL. F== O SD \� 13' - 0 1 /2" EXISTING (E) KITCHEN NO WORK i-H A4 (E) BREAKFAST AREA NO WORK I 0 O SD / II EL6x80 i E CL. / (E)BATH #2 � NO WORK o ® SD 0 / 0 / II \� — (E)BATH #1 REMOVED/REPLACE / O SD FIXTURES (E) BED RM. #2 II II NO WORK II E CL. E CL. II REPLACE (E)WINDOW W/-----------�--- -- H (N)40x4O XO LINE OF II II 2ND FLR. ABOVE II II II II 1ST FLOOR PLAN N SCALE: 1/4" = 1'-0" B—I A4 (E) BED RM. #1 NO WORK 23'-2" III / II8 3OX80 PE T a YPE: �'�/ 0T PL G O'C" 7 16a t Y 001 �I 'V iLy,ekk v` FLAM z,' " 'a r! 51 Gt o PLANNING FRNA L REQUiREID . Yi l'�1§,��uy�a�sr,� COP` aA'. rr CAN %,CT PHONE ('744) (E) GARAGE NO WORK 1, CS.I��.�5' 1 aLh fv .il.. F I• Cl. u� � � ( q :.r n . I This air of pi'&Opm at all times ;P vl HY1, 1!.s g,a "nu P l,, L,%e t111s gl,'all r:Rd vlpn'sfta�lons ��rIAI.L NOS held GOn Fat ni-; nor bE.n ,`'C rip I'OpUIa`ktica of any rye g 1 0 �. NOTES: LIGHT & VENTILATION PER CBC 1202 MIN. OF 5 CFM OF OUTSIDE AIR PER OCCUPANT AS REQUIRED FOR VENTILATION NOTES: ALL NEW WINDONS SHALL MATCH W/ EXISTING WINDONS LEGEND EXISTING WALLS TO BE REMAIN EXISTING WALLS TO BE REMOVED C NEW WALLS EXISTING (E) NEW (N) APPROVED SMOKE DETECTORS TO BE SD HARDWIRED INTERCONNECTED W/ BATT. BACKUP DEDICATED CIRCUIT. DRAWING INDEX Al SITE PLAN / 1ST & 2ND FLOOR PLAN A2 1ST FLOOR FOUNDATION & FRAMING PLANS A3 2ND FLOOR FRAMING & ROOR PLANS A4 ELEVATIONS & BUILDING SECTIONS ST-1 DETAILS ST-2 DETAILS T-24 TITLE 24 1y10 Jwp 5 41SIL A4 ------— — — — — — — — — — — — — — -- — — — — — I T LI V L1 1 LLV V I \ \J VI 11L1I I 1 VI V 1\VVI \./VI N VI 14'-9 1 /2" I B-B A4 I I IL------------------ 2ND FLOOR PLAN L-------------------- L ----- N SCALE: 1 /4" = 1'-0' 00 00 c a LO a w U � � U W 00 00 co (D r- co r- 0 � o C a a) Q) E_ Q) r O N O +' O O Q) > ,t Q) '-, � M 7� O C\2 �I O 0 U _ _O O cfl � -+-) O C M O v E D ` JAN 3 005 City cif af p. Am. REVISIONS I r m z 0 1= q- U t/) W 0 z 111<11< PROJECT # 200410 DRAWN BY BVN DATE 09/08/2004 SHEET TITLE SITE PLAN & 1ST/2ND FLOOR PLANS SHEET NUMBER C:\Documents and Settings\Bryson Nguyen\My Documents\My Projects\Santa Ana Project\606 Mohawk\lftor plan.dwg, 1/27/2005 4:49:36 PM, HP DesignJet 500 24 by HP N) ROOF SHTG. ALTER. (N) FLOOR SHTG E) FLOOR SYSTEM TO REMAIN 10' — 0" 18"x18" 18" FOOTING 12"x12" FOOTING ,a,TD. 4 �•� 0 I a. � d .' I Qe 19 d.I S1 CD .I d — (N) PATIO AREA 0 N NEW 3 1/2" THK CONC. SLAB W/6x6-1Ox10 W.W.M. OVER 2" OF SAND & 6 MIL PLASTIC MOISTURE BARRIER MENBRANE —A a4 d - a�' CO d.d. I a 00 � 18f9p FOOTING 18"x18" FOOTING 'F6 -0 14'-9 1/2" PROPOSED EXISTING FOUNDATION FOUNDATION d I: I #424 DOWELS @ 36" O.C. W/EPDXY SET-IN `� ° • ( MIN. 6' EMBEDMENT IN TO ;• I I ( EXISTING FOOTING 13 (TYPICAL) I S1 I'A' d'I I. 1 2 I° I ADD 5/8" 1� EXPANSION NOTE: SHEAR PANEL: 5/8" 0 x10" ANCHOR BOLTS @ 48" O.C. W/2x2x1/4 PLATE SQ. WASHERS W/7" MIMN. EMBEDMENT HOLDOWNS SHALL BE RETIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING N FOUNDATION PLAN SCALE: 1 /4 = 1 -0 12"x12" CONT. FOOTING BOLTS @ 24" O.C. (E)LIVING/DINING AREA I A -A A4 I (E)CONT. FOOTING I� TO REMAIN I I I (E)CONT. FOOTING I� TO REMAIN I ( I I I I I SHEAR WALL SCHEDULE 2001 CBC Sym. Shear (plf) Wall Shearing & Nailing Sole Plate Nailing Simpson A35 Concrete Wood 180 (plf) 7/8" thk. Stucco over paperbacked 5/8" AB @ 60" o.c. 16d @ 8" o.c. A35 @ 48" o.c. A lath w/16ga stapples @ 16"o.c. EN,FN 280 (plf) 3/8" thk. APA plywood panel 5/8" AB @ 48" o.c. 16d @ 6" o.c. A35 @ 36" o.c. B w/8d nails @ 6"o.c. EN,FN 310 (plf) 1/2" thk. APA plywood panel 5/8" AB @ 36" o.c. 16d @ 4" o.c. A35 @ 32" o.c. B1 w/10d nails @ 6"o.c. EN,FN A260 (plf) 1/2" thk. APA plywood panel 5/8" AB @ 36" o.c. 16d @ 4" o.c. A35 @ 32" o.c. w/8d nails @ 6"o.c. EN,FN 380 (plf) 3/8" thk. APA plywood panel 5/8" AB @ 32" o.c. 16d @ 4" o.c. A35 @ 28" o.c. C1 w/8d nails @ 4"o.c. EN,Foot Note 96 460 (plf) 3/8" thk. APA plywood panel 5/8" AB @ 32" o.c. 16d @ 4" o.c. A35 @ 28" o.c. C2 w/10d nails @ 4"o.c. EN,FN#6 Aw/10d 510 (plf) 1/2" thk. APA plywood panel 5/8" AB @ 24" o.c. 16d @ 3" o.c. A35 @ 24" o.c. nails @ 4"o.c. EN,FN#6 490 (plf) 3/8" thk. APA plywood panel 5/8" AB @ 24" o.c. 16d @ 3" o.c. A35 @ 20" o.c. D1 w/10d nails @ 3"o.c. EN,Foot Note #6 600 (plf) 1/2" thk. APA plywood panel 5/8" AB @ 24" o.c. 16d @ 3" o.c. A35 @ 16" o.c. D2 w/10d nails @ 3"o.c. EN, Foot Note #6 Foot notes: 1. When panel are applied on both side of a wall & nailing spacing less than 6" o.c. on either side panel joints shall be offsets to fall on different framing member or framing shall be 3x or thicker and nails on each side shall be staggered. 2. Provide 3x sill plate on double sides shear wall, alter. (2)2x sill plate at existing wall where occurs. 3. Plywood values shown are for "box" nails. If common nails are used and inspected values may be divided by 0.85 shear values listed. 4. Redhead wedge anchor (ICBO#1372) may be used in lieu of anchor bolts in retro-fit conditions. 5. The values increased per CBC table 23-II-1-1 foot note #4. 6. For shear wall type C & D use 3x sill are required per table 23-II-1-1 foot note #3. (® (N) 1/2" THK PLYWOOD 32/16 INDEX f (N) 5/8;' THK T&G PLYWOOD � (NO CHANGE) � W/8 NAILS @ 8". 12" O.C. I FLOOR SHTG W/10 NAILS @ (E)CONT. FOOTING TO REMAIN NAILING SCHEDULE (CBC TABLE 23—II—B-1) JOIST TO SILL OR GIRDER, TOE NAIL 3-8d BRIDGING TO JOIST, TOENAIL EACH END 2-8d SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAIL 16d@16" O.0 SOLE PLATE TO JOIST OR BLOCKING, AT BRACED WAIL PANELS 3-16d per 16" TOP PLATE TO STUD, END NAIL 2-16d STUD TO SOLE PLATE 4-8d, TOENAIL, OR 2-16d, END NAIL DOUBLE STUDS, FACE NAIL 16d @ 24" O.0 DOUBLE TOP PLATES, TYPICAL FACE NAIL 16d @ 16" O.0 DOUBLE TOP PLATES, LAP SPLICE 8-16d BLOCKING BETWEEN JOISTS TO RAFTERS TO TOP PLATE, TOENAIL 3-8d RIM JOIST TO TOP PLATE, TOENAIL 8d @ 6" O.C. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d CEILING JOISTS TO PLATE, TOENAIL 3-8d CONTINUOUS HEADER TO STUD, TOENAIL 4-8d CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-16d CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d RAFTER TO PLATE, FACE NAIL 3-8d BUILT-UP CORNER STUDS 16d @ 24" O.C. 2" PLANKS 2-16d @ EACH BEARING FOUNDATION NOTES: - CONCRETE TO BE 2,500 PSI @ 28 DAYS. - USE 5/8" DIA. ANCHOR BOLTS @ 32" O.C. ONE BOLT WITHIN 12" OF SILL EXD. & WITHIN 12" OF BUILDING CORNER AND 2"x2"x3/16" WASHER. - REINFORCING STEEL: ASTM A615 AND BE GRADE 40 FOR #3 & #4 BARS GRADE 60 FOR #5 AND LARGE. BARS SHALL BE CLEAN OF RUST, GREASE OR OTHER MARTERIAL LIKELY TO IMPAIR BOND. MINIMUN LAP OF REINFORCEMENT SHALL BE 40 BAR DIAMETERS LAP HORIZONTAL BARS AT CORNERS AND INTERSECTIONS, WOOD FRAMING NOTES: - JOIST & RAFFTER: DOUGLAS FIR LARCH #2 OR BETTER - POST & BEAM: DOUGLAS FIR LARCH #1 OR BETTER - WOOD STUD: STANDARD CONSTUCTION GRADE - GLU LAM BEAM: 24FV8 FB=2,40OPSI FV=165PSI - PARA LAM: FB=2,90OPSI FV= 19OPSI E=1.7E6 - HARDWARE: SIMPSOM STRONG TIE COMPANY NOTES: - LUMBERS TO BE DOUGLAS FIR -LARCH USE #2 FOR HEADERS #1 FOR BEAM, #2 FOR 2" WIDE HOR. REF MEMBER STUD OR STUD GRADE. (FOR VERTICAL MEMBERS "DF STUD GRADE") - ALL WOODS BEARING ON CONCRETE OR MASONRY SHALL BE PRESURE TREATED DOUGLAS FIR OR REDWOOD. - METAL ANCHORS, FASTENERS, & CONNECTORS SHALL BE SIMPSON STRONG -TIE CONNECTORS. - ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR LARCH WITH 19% MAXIMUM MOISTURE CONTENT. - NOTCH OF STUDS IN BEARING PARTITION SHALL NOT EXCEED 25% OF WIDTH. STUD IN NONBEARING PARTITION SHALL NOT EXCEED 40% OF WIDTH. - BORED HOLE IN STUDS IN BEARING PARTITION SHALL NOT EXCEED 40% OF WIDTH. ON NONBEARING PARTITION SHALL NOT EXCEED 60% OF WIDTH.(UNLESS THE BORED STUD ARE DOUBLE & NO MORE THAN TWO SUCH SUCCESSIVE DBL. STUDS ARE SO BORE). - BORED HOLE MAY NOT BE LOCATED NEAR THAN 5/8" TO THE EDGE OF STUD & MAY NOT BE LOCATED IN THE SAME SECTION OF THE STUD AS A CUT OR NOTCH. - PROVIDE DOUBLE TOP PLATE WITH MIN. 48" LAP SPLICES PROVIDE 6-16D LAP SPLICE NAILING MIN. EA SIDE. - ALL POSTS SHALL HAVE CONNECTION @ TOP & BOTTOM WHICH SHALL BE SIMPSON "CC", "BC" HALF BASE. - ALL RIDGE HIP, AND VALLEY RAFTERS SHALL BE ONE 2x SIZE LARGE THAN THE ROOF RAFTER SIZE, TYPICAL. - FLOOR, ROOF PLYWOOD NAILING SHALL INSPECTED PRIOR TO COVERING - LAY ALL PLYWOOD WITH FACE GRAIN PERPENDICULAR TO SU_ FRAMING WITH STAGERED JOINTS.- - -Y - PLYWOOD SHEATING SHALL BE APA RATED SHEATING EXPOSURE. 1� - TYPICAL NAILS SHALL BE COMMON WIRE NAILS. r . - TYPICAL WALLS 2x4 STUDS @ 16" O.C. ,A 00 co 0 H � rn o W 0 U N +j rn � U W co co co v L •� Q c co O 00 E- (L) U r O r_l Q) • r—I U) Q (4 Q) O O 4-a > ,t Q) � o C\2 `0 O O C\2 o 0 o 4� O � W REVISIONS a 0 r m z 0 F a U W 0 CS Z Ialalalalala PROJECT N 2004011 DRAWN BY BVN DATE 09/12/2004 SHEET TITLE FOUNDATION PLAN FRAMING PLAN & NOTES SHEET NUMBER A2 C:\Documents and Settings\Bryson Nguyen\My Documents\My Projects\Santa Ana Project\606 Mohawk\1Floor plan.dwg, 1/27/2005 4:54:53 PM, HP Design3et 500 24 by HP Co NEW EXISTING co co TYPICAL cc PROPOSED EXISTING EXISTING N ROOF ROOF C\2 m co0 CONDITION"' CONDITIOHLo Or A5 cd — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — --- ---------------- N 0 4-4 ­4 Li -..4 20'-9 1/2" �c, T 0 411:1 4-4 cl� �0- 12'-3 1/2" 81-61) 0 of Of m e-- rl cd 00% ROOF BELOW — — — — — — --- — — — — — — — 00% C/I 4-) N)40X40DI-I RHDR-2 @ 16" O.C.(TYP.) co 0 06 �o C)f (p C5 CN co X cn X TT'PICAL RAFTER 2x6 RAFTER 2x6 0- 0 z in I x < T 2 af " c,'-), @ 16" O.C.(TYP.) r- J x81 IGC E 2x8 RIGDE TYPICAL C14 00% CD r-4 0) (N) STUDY AREA 2x8 RIG)E D I o- m Lij C\2 n a':: " I L� I c) co xm X 0 0 %o 00 (N)30x 8HC %o 4x4 HDR r- T- T -7 —1 7- -T -7 —1 r— T- T-1 ST-2 DN TO -j I I I I I I I I ST- cn 0- T Fl-R. m <co B x X L=10 %400 CD 0 CN zL — — — — — — — — — — — ol 48 HDR — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - Ln cn ITI 1 0 -Ln �x X m(o x 0 �T rIT cn 0— cr) III V-z x x 0 — — — — — — — — — — F-1 C14 — — — — — — — — — — 2X8 RIGDE 2 Ln (N)3Ox68HC C14 (N)60x68 SL.DR. 44 HDR a I — — I 46 HDR II III I Lo ROOF BELOW Q) 0 n I I RAFTER 2x6 RAFTER AM X = (�o If I (D =T om X O.C.(Typ.) C'4 = 00 @ 16" O.C.(TYP.) X S @ 16" O.C.(TYP.) —Of Q) z 2x6 C.J. @ 16" O.C. I I I � Q) 0 4-) 0 0 Q) X ckf ui Q) x (N) BED RM. #4 0 o 4 CD C) Ln I�T-2 � 0 Q� 71 z 0 2xq PI DE Z N 7� Z- to 1 00 C\2 x L — — — 0 0 z X o 0 C14 Q) z Q� X8 �IGCE r 0 ct (N)3Ox4ODH 1 44 r-.i I D 4E RHDR-2 TYPICAL I I • > 4X6 0L 14'-9 1/2" �STc Ao �S�G r�o — — — G �o — — �ST o O C) ROOF BELOW ROOF BELOW L------------------------------------- I ROOF ROOF x NEW EXISTING 7 REVISIONS 2ND FLOOR FRAMING PLAN ROOF FRAMING PLAN SCALE: 1/4" = l'-O" SCALE: 1/4" = l'-O" m z 0 F-- z d 1<1< < <1<1< PROJECT # 2004011 DRAWN BY BVN DATE 09/12/2004 SHEET TITLE 2 N D FLOOR & ROOF PLAN & NOTES A SHEET NUMBER A3 C:\Documents and Settings\Bryson Nguyen\My Documents\My Projects\Santa Ana Project\606 Mohawk\lFloor plan.dwg, 1/27/2005 5:00:55 PM, HP Designlet 500 24 by HP &A 111 ACC "A'N / nk JMACI Akl ACOUAI T CLIMPI C l M%= L�----------�L_---- PROPOSED EXISTING FOUNDATION FOUNDATION SOUTH ELEVATION SCALE: 1 /4" = 1'-0" 12 LJ L� EXISTING PROPOSED NORTH ELEVATION '"FOUNDATION lN FOUNDATION SCALE: 1 /4" = 1'-0" ST-22 ACCROSS RAFTER TOP O 48° O.C. r 7/16 OSB ROOF SHEATING �2'x8" RIDGE 2 ° RAFTER - ----- ---- 2x6 CJ SIMP. A35 O 32° O.C. BOUNDRY NAIL 2'x TOP PLATE 2'x STUD 2x8 LEDGER W/ 2-16d PER STUD 7/8' STUCCO I BOUNDRY NAIL p U I ST-2 EXIST. 2x RAFTER W/JOIST HANGER NEW PROVIDE 3/8' 0 LAG SCREWS I NEW 0 16" O.C. FOR 2xLEDGER HALLWAY BATHROOM I \\ EXISTING ATTIC \ --- \\ — ----cam ----------- \ \\ R-30 INSULATION \� \\ \ \\ \ \\ E D.C. W/ COLLAR TIES EACH W/5-i6D NAILS EACH END \ \\ ABOVE CLG. JOISTS \ \ � — — / EXISTING EXISTING I I LIVING AREA \� / NEW KITCHEN HALLWAY / I I EXTENSION \j / OPEN PATIO I I \ r------1 ----------- t_1 U EXISTING PROPOSED S E C T I O I N A— FOUNDATION FOUNDATION A SCALE: 1 /4" = 1'-0" EL. 22'-3" _ ROOF LINE F I I _ EL. 19'-0" _ 2ND FLR. CEILING EXISTING ROOF 0 o STRUCTURE w 00 p w r?, O — W EL. 9'-0" O p / 2ND FLOOR o EL. 8'-0" d N — — - - 1ST FLR. CEILING c0 Or_ z O � LL X I- V) O O 00 00 EXISTING BEDROOM #2 EL. 0'-0" 1ST FLOOR EL. 22'-3" ROOF LINE i� I ,i EL. 19'-0" 2ND FLR. CEILING EL. 9'-0' 2ND FLOOR \ O ii EL. 8'-0" 1ST FLR. CEILING s EL. 0'-0" 1ST FLOOR EL. 22'-3" _ ROOF LINE i� I i� ,i EL. 19'-0" 2ND FLR. CEILING O I JIIIIEL. T-O" 2ND FLOOR � O EL. 8'-0' 1ST FLR. CEILING EL. 0'-0" 1ST FLOOR p O w O I a w I d Z O z0 _ O p -I Vt W 3G b- W cf) (E)3OX60SL.WD. (CLASS "A") COMPOSITION ASPHALT SHINGLE ONVER 7/16" OSB W/81) NAILS 0 6" EDGES & 12" INTER- MEDIATE TO MATCH EXISTING ROOFING. (N)20X30SL,WD. / (N)20X3OSL,WD. (CLASS "A") COMPOSITION ASPHALT SHINGLE EXISTING ROOFING. (E)20X30SL.WD, EAST ELEVATION (FRONT' SCALE: 1 /4" = 1'-0" 0 Of z O F= O (n La_ X W 0 (N)20X30SL.WD. (E)20X30SL.WD. O (N)20X30SL.WD. (N)20X30SL.WD. NOTES: ALL NEW WINDONS SHALL MATCH W/ EXISTING WINDONS (N)20X30SL.WD. EMP.. 0SL.W0. (N)20X30SL,WD. 0 (CLASS "A") COMPOSITION ASPHALT SHINGLE ONVER 7/16" OSB W/81) NAILS 0 6" EDGES & 12" INTER- MEDIATE TO MATCH EXISTING ROOFING. EXISTING ROOF 10x12 VENTS EXISTING ROOF 12 q (E)50X50SL.WD. a (CLASS "A") COMPOSITION ASPHALT SHINGLE ONVER 7/16" OSS W/8D NAILS 0 6" EDGES & 12" INTER- MEDIATE TO MATCH EXISTING ROOFING. 19 (N)50x68 - — — — — — — — — — — — — — — — — — — — — — --- Li- — — — — — — — — — — — — — — — — — — — — — — - SCALE: 1 /4" = 1'-01' (CLASS "A") COMPOSITION ASPHALT SHINGLE ONVER 7/16" OSB W/81) NAILS 0 6" EDGES & 12" INTER- MEDIATE TO MATCH EXISTING ROOFING. --, r--- � I II II � II I (E)WINDOWS REPLACE (E)WINDOW W/ REPLACE (E)WINDOW W/ (N)40x4Q XO. FO [✓ (N)40x4O XO. it a / —R-13 R-13 INSULATION / INSULATION EXISTING ROOF STRUCTURE NEW \ NEW NEW BEDROOM #4 BATFIR00 #3 6 STUDY AREA \ ST-2 —_ —_ LIVING AREA EXTENSION \ \ / \ \ / EXISTING = 11 BEDROOM #3 = = ST-2 EEO 16� ST-2 ' SECTIOIN B-B { SCALE: 1 /4 = 1 —0 Iry 00 co 00 co Lo 0 O w .I--1 (13 4-1 � U V1 N 0) co co T/1 U v 1 .P-4 � rti � co � � Co O0 Q N r-I U E--� VJ r�-i O ?--I Q Q) x N O O �4-i Q > N O El- CC\2 m O Q� cOc � �V to �U � C O (� � C:� +) O O W REVISIONS } CO z 0 a U Li Li 0 Z aaaalaa PROJECT # 200410 DRAWN BY B VN DATE 09/08/2004 SHEET TITLE ELEVATIONS & SECTIONS SHEET NUMBER A4 C:\Documents and Settings\Bryson Nguyen\My Documents\My Projects\Santa Ana Project\606 Molhawk`iFloor plan.dwg, 1/27/2005 5:05:43 PM, HP Designlet 500 24 by HP TYPE "SSTB" HOLDDOWN A.B DIA. PLY PLY WOOD SIZES LAP LAP MONO POUR A TWO POUR A PER PLANS AND DETAILS — 1x4 LET -IN BRACE W/(2)8d NAILS TO EA. STUD (3)8d AT EA. END HD2A 5/8" SSTB 16 12" SSTB 20 16" (ALTERNATE, USE SIMP. WB WALL BRACE 2-2x TOP PLATES HD5A 5/8 SSTB 20 16 SSTB 24 20 HD6A 7/8" SSTB 28 24" SSTB 34 28" 4x POST OR DOUBLE STUDS W/ EDGE NAIL@ a (2)x TOP PLATES W/ MIN. SPLICE -LAP PLATE SIMP. "HH" HANGER 4 -o NAIL W/ (12) 16d NAILS EA. c� Lo co �c SHEAR WALL BEND AS REQUIRED WHEN SIDE OF SPLICE. U.N.O. di ADJACENT PERPENDICULAR A35 EACH SIDE HD8A 7/8" SSTB 28 24" SSTB 34 28" CORNER BARS SAME WALL HAS AEDOOR TRIMMER STUD W/ 00 OF HIP POST PER PLAN HD10A 7/8" SSTB 28 24" SSTB 34 28" SIZE AND SPACING AS HORIZ. REINFORCING WINDOW 16d NAILS @ 12 O.C. STAGGERED,TYP. 2x STUDS AT 16 O.C. cd • 4 MST27 TO WRAP PLATE CORNER AND TOP EA. o SILL PLATE < CORNER INTERSECTION ALT. CORNER m I-�-I 4° x BLOCK w LAP=2'-0" MIN. OR U SSTB ANCHOR INSTALL AT 45' AT ALL 40 BARS DIAMETER SINGLE LAYER OF REIFORCING SEE GENERAL NOTES ® INSTALLATIONS HEADER �J v z LAP LAP 3 16d TOE NAIL SIMP.HDA POUR JOINT Ln M TOP PLATES TYP. w PER PLAN a . _ ¢..A. 1 3/4" PLAN VIEW W cc HIP BEAM PER PLAN - °. MI cc co ° MSTA35 co 0 1 34" a Q ¢ MIN ° a. ° �¢ a �' 44 CORNER POST FOR OPENING OVER OR 3 STUDS,TYP. 6'-0" USED DBL KING PROVIDE PROVIDE DBLJ co 4 � /-� 0 . 45` MAX TRIMMER STUDS AT ALL HDRS STUD LARGER THAN 4 14 OR 6x14 V 1 � SIMP.SSTB 3' ER MINOR BOLT. 6"MIN. ANCPER. CORNER INTERSECTION ALT. CORNER Zx FIRE LO KING TO KING STUD BE AT 10 -0 O.C. MAX 0 a 0 �. (� SCHEDULE DEEPE AND WIDEN FOOTING AS 2x FLOOR. JOISTS A REQUIRED AT HOLDDOWN AS INDICATED DOUBLE LAYER OF REIFORCING L\2 0 o IN SECTION A SECTION AO El — MIN f"C=250OPSI --SEE PLANS FOR MORE STRINGENT CRITERIA co 14 a 1 2 FLOOR —TO —FLOOR HOLDDOWNS 3 REINFORCING LAYOUT 4 STUD WALL FRAMING 5 H a� 3x JST DETPH 12" MIN. 3x JST DETPH TO SUPPORT MAX TO SUPPORT MAX 60x MAX. STUD WIDTH BORE NOTES: 2" DAMAX. AT 20 STUDS NOTCH 1/6 JST DEPTH 3 1/4" DIA. MAX AT 1. BORING OF MORE THAN TWO 2x6 STUDS SUCCESSIVE DOUBLE STUDS IS NOT WOOD BEAM WOOD BEAM GARAGE CONCRETE SLAB DRIVEWAY SLAB DEPTH MAX OF JST MAX WIDTH OF STUD MAX PERMITTED TYP. ALL STUDS 2. NOTCHING AND BORING NOT HIP BEAM 1O U OCCUR IN THE SAME STUD SECTION (2) 2x10 HIP 5/8' MIN. EDGE 3. THIS DETAIL IS NOT TO BE USED DISTANCE T07 AT SHEAR WALLS WITHOUT THE PRIOR ALL STUDS APPROVAL OF THE STRUCTURAL ENGINEER O JOIST NOTCH ELEVATION o 0 SIMP.HRC44 DRILL STARTER HOLES SAME 16GA• STRAP W/ ' 2-8d EA. END DIAMETER AS NOTCH DEPTH �P' 40% MAX. NOTCH 1 3/8" MAX. AT 2x4 STUDS 2 1/8" MAX. AT 2x6 STUDS GRADE BEAM SIMPSON TS-12 J NOTE: WOOD BEAM WITH SIMP. CCO CAP (SEE PLAN FOR REINFORCING) TO EACH HIP NO OTHER NOTCHES ARE ALLOWED WITHOUT APPROVAL OF THE 20 Max• STUD WIDTH BORE z" DIA.MAX. AT 2x4 STUDS DOUBLE STUDS SIMP. GLT HANGER w STRUCTURAL ENGINEER zxs/ADS• Max AT N 1/8" THKx3"x4x W. WITH W 12" MIN. DRILL HOLE AT CENTERLN• NON -BEARING STUDS 2-#5 TOP &BOTTOM \ HIP BEAM 4-16d EA. END MAX WIDTHMAX ALL STUDS 4G3/B D�STUD WIDTH BORE AT 4x POST. #3 @ 12" O.C. �I 0 9) (2) 2 x 10 HIP 2 1 /B" DIA. MAX AT 2x6 STUDS SEE PLAN PL. NOTCH PLAN VIEW N 0 RIDGE BEAM NOTE: MIN. EDGE DISTANCE i>P. 25% MAX. NOTCH DISTANCE' A11 STUDS j/g/g MAXTaTx2x6 N O 1. NO HOLES OR NOTCHES LARGER THAN 1/2 W OR JSTS IN THE MIDDLE 1/3 OF SPAN SPUDS '\4 O ALLOWED WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER NLl 2. THIS DETAILS IS NOT TO BE USED AT SHEAR WALLS WITHOUT THE PRIOR EXTERIOR & BEARING STUDS N 0) APPROVAL OF THE STRUCTRAL ENGINEER 00 6 PLATE �C JOIST NOTCH 7 STUD NOTCHING 9 1 o a) tx .� SHEATH WALL ABOVE HEADER 2x PRESURE TREATED SILL PL (E) 2„x4' STUD @ 16" 0. C. " „ 2"x4 STUD @ 16 0. C. 7/8 STUCO FINISH � O � �I � W/ 3/8„ CDX PLYWD W/ 8d @ 4 ,6 2 x 6 STUDS @ 16 O.C. W/5/8 A.B. @ 48' O.C. 7 MIN. R-13 INSUL (SEE PLAN) R-13 INSUL (t EMBEDED INTO CONC. 12" OF RIDGE BEAM SILL END. MIN. 2 BOLTS PER 2x PRESURE TREATED SILL PL SILL W/2%2"x3/16 WASHERS. NEW 4" CONC. SLAB W/6"x6"-10/10 MIN.4" CONC. SLAB W/6"x6"-10/10 W/5/8" A.B. @ 48" O.C. 7"MIN. •� CONT. HEADER PER PLAN WELDED WIRE FABRIC @ MID HT WELDED WIRE FABRIC @ MID HT EMBEDED INTO CONC. 12" OF 4-) 0 1 /2" CELOTEX w SEE FOUNDATION PLAN SILL END. MIN. 2 BOLTS PER U) 0 CONCRETE SLAB SILL W/2"x2"x3/16 WASHERS. 10HW VALLEY BEAM EXISTING SLAB 2" CLEAN SAND OVER 6" MIL SKEWED HANGER SIMP. A35 & CONT. FOOTING THK. PLASTIC MOISTURE 1W W/ OFFSET TOP FLANGE TO REMAIN BARRIER MEMBRANE 77 WEEP SREED o D SUR/L410 SLOPED HW HANGER 3-16d SPIKE TO END OF HEADER V. o D D o D � I T _ — --�;; o a :: ;. . GRADE REVISIONS W/ OFFSET TOP FLANGE MST 27 W/ 10-10d 2" SAND ° Fo ° D DOWELS @ 36" O.C. "" 'T' • a _ D #5x24" z EACH END W/EPDXY SET-IN ° 44 KIP BELOW WITH A35 @ EACH SIDE - I I I - I I p > MIN. 6" EMBEDMENT IN TO EXISTING FOOTING BAR T&B CONT. � #5 I HIP BEAM 2-#5 TOP & BOTTOM : �° (TYPICAL) ° ' a N SIDS 1/46 SCREWS TO HDR 15" EXISTING NEW ct�� 15" = — °° SIMP. SW STRONG WALL IN 11 12 DOWELL FOOTING 13 EXTERNAL FOOTING 14 BEAM PER PLAN 2 x STUDS @ 16" O.C. 4x POST PER PLAN 2 x 4 P.T. SILL PLATE 2 x PT SILL PLATE 2 x STUDS @ 16" O.C. W/ 5/8" 0 ACHOR BOLTS W/ 5/8" 0 ANCH. BOLTS Z 7/8"0 A307 ALL THREAD ROD 8" j a o SIMPSON LCB 44 V) o LLJ SIMP. CN7/8" O CONCRETE SLAB 0 1" STANDOFF TYPICAL) �, COUPLER NUT Q m 4 CONCRETE SLAB OVER ;j7 el_ F,G 2 SAND — 6 a m — SIMP. PC44 I I KING POST PER PLAN 12"LONGAB'S 5/8"4x. W/ SIMP.BP. 5/8" ®� . o D - GRADE a Z a a a a a a SIMP. SSTB ANCHOR — N.G 4. �'. ...4 a — PROJECT N 200410 DRAWN BY BVN a d USE SIMPSON SWT TEMPLATE TO SET SSTB'S AND AB'S - 00 SANDo °: ° - I I ri: I. I p I I — I I ( I - I I - -- a aT_—III a �.a . rz �_ _ ^ a d =11—III DATE 09 08 2004 / / SHEET TITLE El SIMP. A35 EACH SIDE PER PLAN �I I D _ _ 2- 5 TOP & BOTTOM p Q # I I 2-#4 TOP &BOTTOM a a ' _ ° a a _ TYPICAL DETAILS BEAM PER HEADER OR BEAM— SIMP. A35 PLAN EACH SIDE PER PLAN ry .. _ ..- ,: .a_ SEE PLAN SHEET NUMBER FOOTING PER PLAN 15"r i ' '. 1F PAD FOOTING, SIZE, REINFORCEMENT 14-1 15 S MPSON STRONG WALL 16 INTERIOR BEARING WALL 17 - m,1, 1 , , 19 r C:\Documents and Settin s\Bryson N u en\My Documents\My Projects\Santa Ana Project\606 Mohawk\1Floor lan.dw 1/27/2005 5:10:47 PM HP Desi nlet 500 24 b HP ; N \ 9 9 Y J J p 9, 9 Y 0 di 16d S.P.N' @ 8" O.C. U.N•0co POST PER PLAN ^^ m SHEAR PANEL WHERE OCCURS D 2 x FLR. JSTS. _ 2x SILL PLATE W/ 16d(�8 O.C. H � o SIMP; A35 ® 16"O.C• SIMP. MST TIEDOWN ® 26" cc OR PER S.W. SCHEDULE FULLY NAILED O.C. PLYWOOD BOUNDARY NAIL CEILING JOIST PLYWOOD FLR JST. PLYWOOD BEAM PER PLAN 2 x FLR. JOIST SEE PLAN F2 x ,0 E.N PLYWOOD 2x SOLID BLK. �.J � V ~ w 2 x RAFTER EZE .N o 2-2 x 4 TOP PLATES DOUBLE TOP PLATE SIMP. A35 @ 16"O.C. — — — — — — 00 00 U.N•0 4 x BLOCKING W/ BEAM PER PLAN 2 x FLR. JOIST SIMP•JST HANGERS 2x BLOCKING y 2 x FASCIA 2x STUDS 4 16 O.C. SIMP. A35 EA. END SEE STRUCTURAL PLAN LU HANGER EACH SIDE 8-16d EA. SIDE c° 2 2X FJ OF SPLICE ° OR BEAM PER PLAN ALTERNATE MST27 STRAP. C ° 0 co 0o a ° 1 2 3 4 5 PLYWOOD BEAM PER PLAN PLYWOOD 2x FLR JOIST SIMP. A35 @ 16"O.C. 3-16d EACH SIDE U.N.O B.N. 3-8d PER. BLOCK B.N. FSIMP. ST22®48" O.C. 2x FLR. JOISTS PLYWOOD PLYWOOD 3/4" PLYWOOD TREADS E.N. BEAM PER PLAN AND RISERS 2x STUDS 4 16 O.C. 7f, SIMPSON ECC 2x RAFTER— 2x RAFTER OR FLR. JST. 7 W/ 2-16d PER STUD "U" JOIST HANGER E.N. 2 xRIDGE BOARD 4$ BLOCKING 4'-0" O.C. N TOP PLATE DOUBLE 0 2x SOLID BILK. @ 4' O.0 O WHERE FLR. JSTS. ARE 2x STUDS @ 16" O.C. PARALLEL TO WALL SHEAR PNL. PER PLAN N Y) "THA" JOIST HANGER SHEAR PANEL Q .� O O WHERE OCCURS WOOD POST PER PLAN Y N O x Q) N 2x14 STRINGERS @ 12"O.C. ­� C) C\2 O 4 c� STRINGER AT HEADER 6 7 8 STRINGER AT HEADER 9 10 ,� 0 -bc 4� 10" MIN. 2x 4 FLAT OUTLOOKER � @ 24" O.C., NOTCHED 2x STUDS @ WOOD BEAM FINISH FLOOR INTO 1st RAFTER 4 -0 MIN. 6 2 x LEDGER W/ 2_ 16d 5/8" PLYWOOD PER STUD p TREADS AND o�6 _ j RISERS PLYWOOD 16d © 16d @ O.0 OR PER S.W. 1 /2" PLYWOOD Y) O B.N. O 5/8" PLYWOOD 2-16d EA. END 16 0•C� � SCHED. 2x RAFTER SHEATHING- Q LANDING � aL OF 2 x 4 B.N. SIMP. A35 C� 16°O.C. 2x RAFTER 8-16d EA. SIDE DOUBLE TOP PLATE SIMP. "CCO" CAP OF SPLICE 2x FLR ALTERNATE MST27 STRAP. (3) 2xt2 JOIST L4xPOST REVISLONS STRINGERS 2xBLOCKiNG 5S�0E�� DOUBLE TOP PLATES Q 2x CONT. PLATE STUD BELOW SPLICE o @� C ^ : o SIMP. A35 @ 32"O,C. 2-2x FLR JOIST OR Lu m 2x STUD CRIPPLE WALL 2x FRAMING AT LANDING OR PER S.W. SCHED. BEAM PER PLAN 2x CLG,. JOIST �1�6 Epp 5/8" TYPE "X" GYPSUM 2-2 x4 TOP PLATES �TF BOARD AT USABLE SPACE UNDER STAIR STRINGER AT LANDING 11 12 TYPICAL TOP CHORD SPLICE 13 14 15 2x RAFTER 10" MIN. 1 /2" PLYWOOD 16d ®8" O.C. 2-16d SIMP, A35 OR PER S. W. SCHEDULE ®16 O.C. FINISH FLOOR BLOCKING o 5 8" PLYWOOD TREADS AND B.N. i 2x RAFTER WITH 2x STUDS ® 2x STUDS @ 16" O.C. @4' O.C. PLYWOOD U RISERS. BOUNDARY. NAIL 4-2-16d EA. STUD 16 O.C. o x P.T.SILL PLATE 2 4 L 2 4 -I- 1/2" PLYWOOD 2x SILL PLATE W/ 16 d(�D8° O.C. 2 x FLR. JOIST ACHBOLTS PLYWOOD PLYWOOD OR PER S.W. SCHEDULE AT 24" O.C. W/2"O WASHER 2 x LEDGER W/ (3) 2x12 a 2-16d PER STUD 2x CLG,. JOIST STRINGERS 2 x STUDS @ 16" O.C. 2-20 TOP PLATES 00 PROJECT # 200410 Q Q Q Q Q 'p Q 'p •Q Q .p 'QQ 'p Q p Q p B N DRAWN BY BVN 2x CLG. JST W/ JOIST HANGER DOUBLE TOP PLATE SIMP. A35 @ 16"O.C. DATE 09/08/2004 5/8 TYPE X 2 x FLR. JOIST OR PER S. W. SCHEDULESHEET TITLE GYP. BOARD AT 2 x RAFTER W/ JOIST SEE STRUCTURAL PLAN SHEAR PANEL TYPICAL DETAILS USEABLE SPACE HANGER SIMP. A35 @32"O.0 OR WHERE OCCURS p .UNDER STAIR BEAM .PER PLAN PER S.W. SCHEDULE " SHEET NUMBER -.. 2 2X FJ I OR BEAM PER PLAN �v Al. -2 ST20 STRINGER GROUND FLOOR 1618 kw C:\Documents and Settings\Bryson Nguyen\My Documents\My Projects\Santa Ana Project\606 Mohawk\1Floor plan.dwg, 9/30/2004 5:13:28 PM, HP DesignJet 500 24 by HP REVISIONtBY 5) Lamps used in luminul iao for general lighting in kitchens and The following items represent the MANDATORY REQUIREMENTS for ALL buildings and shall appear as notes on the bathrooms shall have r'fftcocy of not less than 40 lumens per watt. (Fluorescent t,(e lighting will meet this LOW RISE RESIDENTIAL plans: requirement). A) Before the building may be occupied, installation devices regulated by the Sec. 150(k) certificates for manufactured Appliance Standards or Part 6 shall be posted adjacent to the building permit(s). Certificate shall: T) In Climate Zones 14 rinal 16 a vapor barrier shall be installed on the conditioned space side of all insulation in all 1. Identify features required to verify compliance with the exterior wails, Invented attics, and unvented crawl spaces to Appliance Standards and Part 6; protect insulation from t condensation. 2. Include the statement indicating that the installed devices conform to the Appliance Standards and Part 6 sec 150(g) and the requirements for such devices given in the plans approved by the local enforcement U) Any new low-rise reslolential building shall meet the and specifications agency, following minimum requirements: 3. State the number of the building permit under which the 1. Ceiling Insulation. `I11le opaque portions of ceilings or installation was performed. separating conditioned spaces frorn unconditioned spaces construction or amblent air shall meet the requirements of either 1 Sec. 10-103(a)(3)(A) or 2 below: B) The builder shall provide the building owner, manager, and a. Ceilings shr.iil be; insulated between framing members with insulation resulting in an installed thermal the original occupants the appropriate Certificates) of Compliance and a list of the features, materials, components, resistance >f R--19 or greater for the insulation and mechanical devices installed in the building, and instructions on how to use them efficiently. ALTERNATIVE ':: Section 150(a)l.: Insulation which Sec. 10-103(b)(1) is not pene-trcited by framing members may meet on R- value equivalent to Installing R-19 insulation between framing members and accounting for the C) After installing wall, ceiling, or floor insulation, the installer shall post effects of framing rhembers. in a conspicuous location in the building a certificated signed by the installer stating that the installation is with the plans and requirement of section 10-103(o) (2) (A) b. Floors shrill i, , Insulated between framing members consistent and conforms with the requirements of part 6. The certificate shall also with insulation having an installed thermal the manufacturer's name and material identification and resistance of R19 or greater. state the installed R-value. alone' Sec. 10-103{a)(4) 2. Loose Fill Insuda`-k=n. When loose fill insulation is Installed, the rntrtimiarn installed weight per square foot shall conform vilith ilia insulation manufacturer's D) Munufactured fenestration product shall be certified for overall U--volues installed des!Pn tonight per square foot at the ` F 200: t' Rating Council s M RC Fenestration ton SHGC as rated by the National g s I„ ei d R- slue. manufacturers aia le v m nu 1. Have a clearly visible temporaty label, not to be removed before inspection listing the certified value, solar heat gain 3. Wall insulation i .. opaque portions of frame walls from unconditioned spaces separating conditioned spaces omp by the enforcement agency, coefficient (SHGC) of the product and he method used to derive those or aambbienwt, air shall meet the requirements of either a values. Also the label should indicate compliance with air infiltration requirement of Section 116(0) 1 0. Framed walla: shcIll be insulated between framing L. permanent lab®! meeting the requiemnt of section 10-111(A)(2) Have a p members with insulation having an installed thermal resistance of R••'13 or greater. Framed foundation organisation, and rating procedures. walls of heated basements or heated crawl spaces Sec. 116(a) shall be insWoted above the adjacent outside ground line v.ith Insulation having an installed E} Field fabricated skylight and windows, and exterior doors, shall be thermal resistance of at least R-13. weather -stripped. ALTERNATI+r- t-i Section 150 c 1.: Insulation which EXCEPTION: Unframed glass doors and fire doors. is not penet-rmlled by framing members may meet an R­ value equivalan t to installing R•--13 insulation between framing members and accounting for the Sec. 116(b) thermal effects- of framing members. F) Joints and other openings in the building envelope that are b. The weighted :average U-value of wails shall not exceed the t I -value that would result front potential sources of air leakage shall be caulked, gasketed, sealed to limit infiltration installing f 1 `3 Insulation between framing members weatherstripped, or otherwise and accounting for the effects of framing members. and exfiltratton. Sec. 117 4. Raised Floor Insul+ Eien. Raised floors separating conditioned G) All insulating material shall be installed in compliance with spaces from unconditioned spaces or ambient air shall meet the b. the flarnespread rating smoke density requirements of Sections requirements of ctt.her a. or below: 707 of the UBC. a. Floors shall 'oo Insulated between framing members Sec. 118(c) with insulathan having an installed thermal resistance of €v--1.3 or greater. H) Heat pumps with supplementary electric resistance heaters shall have controls: b. The weighted :ivnrage U-value of floor assemblies 1. That prevent supplementary heater operation when the heating loan can shall not exvee:d the U-value that would result from be met by the heat pump alone; and installing R--1::1 Insulation between framing members 2. In which, the cut -on temperature for compression heating is higher than and accounting for the effects of framing members. the cut -on ternerature for supplementary heating, and the cut-off See. 150(a)-(d) temperature for supplementary heating. See. 112(b) I) Masonry or factory -built fireplaces shall have the following: 1. Closeable metal or glass doors covering the entire opening of the firebox. ----- - - -SUPERIOR WINDOW & DOOR UIERMAL AND OPTICAL RATINGS WITH AND WITHOUT GRIDS ---- CLR/Ct.R CI1tJBjLZ C:LR/1Aw-EIU-VALUESERIESVT ECLWORAY SHC VT S C: --:_-- -_ _ :_ _.._:; vii-i z _ _ : : _ _ _ _ wGRM .52 .53 .40 .35 .43 .39 .34 .47 .47 seooxo W/o .57 .59 .44 .40 .47 .44 .37 .53 .47 .34 .33 wGRw .52 .53 .39 .35 .43 .39 .33 .47 .47 .34 s7o0 sH wro .57 .59 .4.3 .39 .47 .44 .37 .53 A7 .34 wGRm .55 . .56 .41 .37 A5 .41 .29 .49 A9 .35 8600 xo w o .60 .58 .46 .38 .49 .43 .32 .50 .49 .35 w pRw .55 .56 .42 .37 .45 .42 .29 .49 .49 .34 8700 sH wro .61 .63 A6 .42 .50 .46 .32 .55 .49 .34 womD .6I .63 A6 .42 .50 .47 .32 .55 A .32 8602 Pw wro .67 .70 .5.0 .47 .55 .52 .35 .62 .48 .32 89MDR wGRw .50 .51 .39 .34 .42 .38 .33 .45 .50 .35 wio .5.6 .57 .42 .38 .46 .42 .36 .51 .49 .36 wolrt:m .45 .46 .35 .31 .37 .34 .24 .40 .42 .32 7100 cR if .50 .51 .38 .34 .41 .37 .26 .44 .44 ,33 wc,wD .45 .46 .35 .31 .37 .34 .24 .40 .43 .32 7300A wro .50 .51 .38 .34 .41 .37 .26 .44 .44 .33 waRw .65 .64 .50 .42 .54 .47 .36 .56 .49 .38 s300 x1r wro .71 .71 .55 .47 .59 .52 .41 .63 .49 .38 wGRw .56 .58 .43 .39 .47 .43 .29 .51 .49 _34 980ox0 w/o .62 .65 .47 .43 1 .51 .48 .32 .57 .49 1 .34 wGRm .63 .61� .49 .41 .53 .45 .35 .53 .75 .60 460(i XO w/o .68 .6 � .53 .45 .57 .50 .38 .59 5) .60 wisim .62 .60 .46 .40 .52 .44 .36 .53 .75 .60 4700 sH wto .67 .67 .52 .44 .56 .49 .39 .59 .75 .60 wGRw .65 .68 .50 .45 .54 .50 .36 .60 .58 .40 460 Pw w/o .71 .75 .54 .50 .59 .55 1 .39 .66 .58 .40 waRm .53 .50 .42 .33 .45 .37 .30 .43 .73 .60 4100 cx w/o .57 .55 .45 .36 .48 At .32 .48 .73 .60 wowD •53 .50 .42 .33 .45 .37 .30 1 .43 .73 .6-0 4300A wwo .57 .55 .45 .36 .48 .41 .3t2.48 .73 .60 ivGRw •65 .64 .50 .42 .54 .47 .3 .75 .59 srrooxo wro 71 .71 .55 .47 .59 .52 .4 .75 .59 S11GC - Solar (feat Gain coefficient, VT - Visible Tnots Wa nce, LOW -El - High Peritbromce Low E Glass Certificate of Compliance: Residential (Part 1 of 2) CF 1 R SINGLE HOUSE ADDITION _ 1014104 Project Title ____ - -- Date 606 SOUTH MOHAWK AVE. SANTA ANA _ _ Project Address Building Permit # PERFECT DESIGN & ENGINEERING, INC (626) 289-8808 - Documentation Author Telephone Plan Check I Date Computer Performance 8 Field Check / Date _ Compliance Method (Package or Computer) Climate one Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: 2 137_fe Average Ceiling Height: 8.0 ft Total Conditioned Slab Area: �j ft2 Building Type: (check one or more) X❑ Single Family Detached ❑ Addition ❑ Single Family Attached ❑ Existing Building ❑ Multi -Family IA I Existing Plus Addition Front Orientation: (East) 90 deg Floor Construction Type: ® Slab Floor Number of Dwelling Units: 1.00 Number of Stories: 2 [] Raised Floor Const. Component Frame Assembly Location/Comments Type Type U-Value (attic, garage, typical etc.) R-0 Roof (R.0.2x6.16) Wood 0.299 Exterior Roof R-0 Wall, (W.0.2x4. 16 Wood 0.386 Exterior Wall Slab On Grade n/a 0.756 Covered Slab w/R-0.0 Perimeter Insulation R-30 Roof(R.30.2x12.16) Wuxi 0.035 Exterior Roof R-13 Wall (W.13.2x4.16) Wood 0.088 Exterior Wall I _ - FENESTRATION Shading Devices Type Orientation Area Fenestration Exterior Overhang Side Fins (SF) U-Factor SHGC Shading Yes / No Yes / No Rear (West) 37.5 1.28 0.80 Bug Screen [� ® ❑ Front (East) 27.0 1.28 0.80 Bug Screen [] [X] ❑ 0 Right (North) 9_0 1.28 0.80 Bug Screen C] E ❑ o - Rear (West) _ 89.6 0.75 0.68 Bus Screen n FX] ❑ n Front (East) 12.0 0.75 0.68 Bug Screen ❑ ❑ o Right (North) 12.0 0.75 _ 0.68 Bug Screen F] Q F]Left nx _ (South) 24.0 0.75 _ 0.68 Bug Screen ❑ a El o - - - ❑❑ El ❑ ❑ ❑ ❑ - ❑ ❑ ❑ ❑ -- ❑❑ El - - El ❑ ❑ El 3.1 rY ec I$ . eel art la (Page 1 of 2) 1VIF-1R (� e II gate of Compliance: Residential �Ad d e n d u m) F 1 R NOTE; Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an ?_. A combustion air intake to draw air from the outside of 10/4/04 asterisk p y g p � the building directly into the firebox, which is at (') may be superseded b more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into least six square inches in area and is equipped with a SINGLE HOUSE ADDITION _-_ the permit documents, the features noted shall be considered by all parties as minimum component performance Data P Po p ante specifications for the mandatorymeasures Project Title whether they are shown elsewhere in the documents or on this checklist only. readily accessible, operable, and tight fitting damper � or combustion air control device. Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the Items specified in this checklist. These Items require special NOTE' Not required if fireplace is installed over a written justification and documentation, and special verification to be used with the performance approach. The local concrete slab and will not be located On an enforcement acencv determines the adequacy of the justification, and may reject a building or design that otherwise compiles exterior wall. I 3. A flue damper with a readily accessible control. EXCEPTION: +kitten a gas log, log lighter, or decorative gas appliance is installed in a fireplace, the flue damper shall be blocked open if required by the manufacturer's installation instructions or the State mechanical Code. 4. Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that Indoor air is vented to the outside of the building, are prohibited. Sec, 150(e) J) All heating and/or cooling systems other than wood stoves shall have an automatic thermostat with a clock mechanism or other setback mechanism that shuts the system off during periods of non-use and that allows the building occupant to automatically set back the thermostat set points for at least 2 periods within 24, hours. I Sec. 150(j) K) The air handling duct system shall be constructed, installed, sealed and insulated as provided in Chapter 6 of the Uniform Mechanical Code. (Must be insulated to a minimum installed level of R-4.2 or be in conditioned space). Sec. 150(m) L) All fan syst(wris exhausting air from the building to the outside shall be provided with backdraft or automatic dampers to prevent air leakage. I, Sec. i 50(m) i M) Storage gas water heaters with an energy factor40,58 shall be externally wrapped with insulation having installed thermal resistance of R-12 or greater. Sec. 150(j)1 A N) Unfired hot water tanks, such as storage tanks and backup storage tonks for solar water heating systems, shall be i externally wrapped with insulation having an Installed thermal resistance of R-12 or greater or have internal insulation of at least R-16 and a label on the exterior of the tank showing the insulation R-value. Sec. 150(j)l B 0) Duct systern opening shall be sealed with mastic. tape, aerosol sealant, or other duct closure !)yatern that meets the applicable requirement of UL 181A, or UL181B including collars, connections and splices. if mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tope shall be used, Sec. 150(m) P) Building cavities shall not used for conveying conditioned air. Sec. 150(m) Q) Joints and seams of duct system and their components shall riot be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. Sec. 150(m) R) Piping, buried or unburned, for recirculating sections of domestic hot water system. piping from the heating source to the storage tank for an Indirect -fired domestic water heating system, cooling system piping below 55 F, and the first five feet of hot and cold writer pipes from the storage tank for non -recirculating systems shall be thermally insulated in accordance with table No. 1- T. Sec. 150(j)2 based on the adequacy of the special justification and documentation submitted. Plan Field The DHW Svstem "RHEEM 22VR75-70N (75 GAL.)" Energy Factor = 0.630. An EF below 0.68 requires an R-12 External Blanket. HERS Required Verification These features must be confirmed and/or tested by a certified HERS rater under the supervision of a CEC approved HERS proviaer. i ne nrma rater must oocument the crew venncauon ano aiagnostic testng or mesa measures on a corm t.r-arc. Run InitiationTime: 10/04/04 1 :46:19 Run Code: 1096929979 EnergyPro 3.1 By EnergySoft User Number: 1919 Job Number. K042368 Page:5 of 22 mni-tdat® Measures Ch kl° t° R °d t° I DESCRIPTION Instructions: Check or Initial applicable boxes or enter NIA if not applicable. DESIGNER ENFORCEMENT Building Envelope Measures a `§ 150(a): Minimum R-19 ceiling Insulation. § 150(b): Loose fill insulation manufacturer's labeled R-Value. X§ 150(c): Minimum R-13 wall Insulation in wood framed walls or equivalent U-value in metal frame walls (does ❑ * not apply to exterior mass walls). * § 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent ❑§ 150(1): Slab edge Insulation -water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 permJlnch. LXJ § 118: Insulation specified or Installed meets Insulation quality standards. Indicate type and form. ® § 116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U-Factor, certified Solar Heat Gain Coefficient (SHGC), end Infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. §150(9)t Vapor or barriers s mandate ryIn Climate Zones 14 and 16 only. § 150(0: Special Infiltration barrier Installed to comply with Section 151 meets Commission quality standards. X§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 pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures 0 §110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. ® 9150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. a§ 150(i): Setback thermostat on all applicable heating andlor cooling systems. a§1500): 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. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater) 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined intemallextemal insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. S. Cooling system piping below 55 degrees F. Insulated. S. Piping Insulating between heating source and Indirect hot water tank. EnergyPro 3.1 By EnergySoft User Number: 1919 Job Number: K042368 Page:6 of 22 of Certificate of Compliance: Residential SINGLE HOUSE ADDITION - Project- (Part 2 of 2) CF-1 R 10/4/04- Oate HVAC SYSTEMS Note: Input Hydronic or Combined Hydronic data under Water Heating Systems, except Design Heating Load. Heating Equipment Minimum Distribution Tope and Duct or Type (furnace, heat EfficientY Location Piping pump, etc. ) Thermostat Location I (AFUE/HSPF)(ducts, attic, etc,) R-Value Type Comments antral Furnace 80% AFUE Ducts in Attic 4.2 Setback WHOLE HOUSP Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct heat pump, evap. cooling) (SEER) (attic, etc.) R-Value Thermostat Location / Type Comments Split Air Conditioner WATER HEATING SYSTEMS Rated 1 Tank Energy Fact? 1 External Water Heater Water Heater Distribution # in Input Cap. or Recovery Standbyy Tank Insul. System Name Type Type Syst. Btu/hr (gal) Efficiency Loss ( 0) R-Value RHEEM 22VR75-70N 7 Small Gas Standard (-y-_- a �1d 7 0 000 .1_. � GAL.) ._�� 0.5, n/a 12 1 For small gas storage (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For lar e g gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input and Recovery Efficiency. REMARKS rn U 01 IAAI(�G CTATCeA�sr7 This certificate of compliance 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 seating and TXV's requires installer testing and certification and field verification by an approved HERS rater. Designer be Owner (per Business & Professions Code) Documentation Author Name: Name: RAYMOND Title/Firm....TRUST DESIGN BUILD Title/Firm: PERFEC INC. Address: 87k JENNRICH AVE. - - - Address: 2416 W � 1' -- -- WESTMINSTER, CA 92683 Alham � 1803 I Z Telephone: {714) 713-sass. Telephone: 626 8 0 Lic. #: - Exp. 06 3' 071 � R (signature) Enforcement Agency Name: Title/Firm: Address: Telephone: A (date) (signature) �; CNANt (date) �lF®fi Cn�tF° Number: 1919 Job Number: K042368 of 22 Mandatory Measures Checklist Residential (Page 2 of 2) MF 1R IHVAC SYSTEM HEATING AND COOLING LOADS SUMMARY NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items ems marked with an asterisk (') may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is Incorporated Into PROJECT NAME DATE the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures SINGLE HOUSE ADDITION - 10/4/04 whether they are shown elsewhere In the documents or on this checklist only. SYSTEM NAME FLOOR AREA WHOLE HOUSE _ 2,137 DESCRIPTION Instructions: Check or Initial applicable boxes or enter N/A t r not applicable. DESIGNER ENFORCEMENT IENGINEERING CHECKS SYSTEM LOAD Space Conditioning, Water Heating and Plumbing System Measures: (continued) a�§ 150(m): Ducts and Fans 1. All ducts and plenums Installed, sealed and insulated to meet the requirements of the 1998 CIVIC Sections 601, 603, 604 and Standard 6-3; ducts Insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/41nch, the combination of mastic and either mesh or tape shall be used. Building 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 conveying conditioned 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 seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such a tape is used In combination with mastic and drawbands. 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilation systems serving conditioned space have altherautomatic 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 as above or painted with a coating that Is water retardant and provides shielding from solar radiation that can cause degradation of the material. 114: Pool and Spa Heating Systems and Equipment 1. Certified with 78% thermal efficiency, on -off switch, weatherproof operating Instructions, no electric resistance heating, and no pilot. 2. System Is Installed with at least 36" of pipe between filter and heater for future solar, cover for outdoor pools or spas. a. At least 36' of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. ® §115: Gas fired central furnaces, heaters, pool spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu(hr) ❑ §118 (f): Cool Roof material meet specified criteria Lighting Measures ® § 150(k)1: Luminaires for general lighting in kitchens shall have r general lighting In kitchens. This general lighting shall be controlled by a switch on a readily ac lamps with an efficacy 40 lumenEeffficacyof control panel at an entrance to the kitchen. ® 9150(k)2: Rooms with a shower or bathtub must have F, either at least one luminaire with lamps w40 lumens/watt or greater switched at the entrance to the room or one of the aftemative to this allowed in Section 150(k)2.; and recessed ceiling fixtures are IC (Insulation cover) approved. 3.1 By EnergySoft UserNumber. j919 Job Number K042368 Page:? of 22 Number of Systems 1 Heating System Output per System 89,000 Total Output (Btuh) 89,000 Output (Btuh/sgft) 41.6 Cooling System Output per System_ 57,000 Total Output (Btuh) 57,000 Total Output (Tons) 4.8 Total Output (Btuh/sgft) 26.7 Total Output (sgftfTon) 449.9 Air System CFM per System Z,000 Airflow (cfm) 2,000 Airflow (cfm/sgft) 0.94 Airflow (cfm/Ton) 421.1 Outside Air (%) 0.0 Outside Air (cfmisgft) 0.00 Note: values above given at ARI conditions Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD CFM I Sensible) Latent I I CFM I Sensible 49 66 20 1 51 129 CARRIER 38CKC-060/58STA-110-22 46,289 6,106 89,000 Total Adjusted System Output q6 289 61� 89,000 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2pm Jan 12am 33.0 OF 68-9 OF 68.9 OF pi 105.0 °F Outside Air< 0 cfm Supply Fan Heating Coil 2000 cfm 68.9 of 97.2 169.5 of On�� tside Air 0 cfm 79.0 / 62.4 of 79.0 / 62.4 OF 79.0 / 62.4 °F M 55.0 / 53.5 OF Supply Fan Cooling Coil 2000 cfm Number: 1919 Job Number: K042368 Supply Air Ducts 103.9 of ROOMS 70.0 °F Supply Air Ducts 56.0/53.9OF 40.5% R.H. ROOMS 78.0 / 62.10F I Q�°� ESS/QNq MENG e_1 w No 127635 ,n Exp. ! 6-30-0 � x} �TFOFCA1► o(22 a r� f - e r P e. ga Agx Aa W ®� of U 2 Z X � _J0Z 0 U .g z w y) DatelO/4/2004 Salle ---------._--- Drawn Jab # K04 71 Sheet CF-I R,MF --- -1 R & MANDATORY REQUIREMENTS Of Sheets