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Home My WebLink About10151689.pdfLINE REQUIRED MIN. SETBACK: 66.24' REAR10'-0" MIN.........._........-, . ,_...� .....w..� ---... r...�....._.�........�........... . SIDE/ SOUTH 10'-0" MIN. SIDE/ NORTH 5"-0" MIN. FRONT 20'-0" MIN. REAR YARD CONTRACTOR TO VERIFY --- CONFORMANCE ______________ _ __________ 1-- _____________. , 1 1 , 1 1 , , ti , EL` . MET R f SIDE'0 x YARD OR"lArm 1 0 NMI SITE SCALE: 1 /8"= 1'-0" SHEET INDEX T-1 SITE PLAN, MISC. NOTES, ELECTRICAL FLOOR PLAN A-1 FLOOR PLAN & NOTES, ROOF PLAN DOOR& WINDOW SCHEDULE A-2 EXTERIOR ELEVATIONS SECTIONS S-1 FOUNDATION PLAN FRAMING PLAN D-1 DETAILS D-2 STANDARD DETAILS D-3 STANDARD DETAILS, SHEAR WALL SCHEDULE, GENERAL NOTES CF-1R TITLE- 24 FORMS S. TIMBER S ■ (CUL DE SAC) INLAND ENGINEERING & CONSULTING, INC. SHAWN NIKJOO 4883 E. LA PALMA AVE., STE. 501- A ANAHEIM, CA., 92807 (714) 777- 7700 1. EPDXY AT HOLDOWNS INTO EXISTING FOOTINGS (PER DETAIL 12/D-1) SITE PLAN DATA A.P.# 410-061-01 LEGAL DESCRIPTION: N TR 6433, LOT 1 OCCUPANCY GROUP: R3, U-t TYPE OF CONSTRUCTION: V-N CODES: ALL NEW WORK SHALL CONFORM WITH THE FOLLOWING CODES: 2001 C.B.C. 2001 C.P.C. 2001 C.M.C. 2001 C.E.C. PROPERTY OWNERS: BENSON, JOHN M., KAREN T. 3637 S. TIMBER ST., SANTA ANA, CA., 92707- 4946 (714) 557- 5156 LOT COVERAGE: EXISTING S.F.R. 1404 SQ. FT. EXISTING GARAGE 468 SQ. FT, NEW ADDITION 230 SQ. FT. TOT. LOT AREA 2,102 SQ. FT, LOT COVERAGE 6,293 SQ. FT. APPROX. 33 % MISC. NOTES 1. THE DISCHARGE OF POLLUTANTS FROM A CONSTRUCTION SITE IS PROHIBITED. THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM IS PROHIBITED. NO SOLID WASTE, PETROLEUM BYPRODUCTS, SOIL PARTICULATE, CONSTRUCTION WASTE MATERIALS, OR WASTEWATER GENERATED ON CONSTRUCTION SITES OR BY CONSTRUCTION ACTIVITIES SHALL BE PLACED, CONVEYED OR DISCHARGED INTO THE STREET, GUTTER, OR STORM DRAIN SYSTEM. 2. THE MAXIMUM FLOW RATE STANDARDS (PER C.E.C.) FOR NEW PLUMBING FIXTURES SHALL BE AS FOLLOWS: a. WATER CLOSETS: 1.6 GPM b. SHOWERHEADS: 2.5 GPM c. LAUNDRY FAUCETS: 2.2 GPM d. SINK FAUCETS: 2.5 GPM 3. EVERY BEDROOM WITHOUT A DOOR TO THE EXTERIOR SHALL BE PROVIDED WITH A MIN. OF ONE OPENABLE WINDOW MEETING ALL THE FOLLOWING REQUIREMENTS: a. A CLEAR OPENABLE AREA OF MIN. 5.7 SQ. FT. b. A MIN. CLEAR OPENABLE HEIGHT OF 24" c. A MIN. CLEAR OPENABLE WIDTH OF 20" d. A CLEAR OPENABLE SILK HEIGHT OOF NOT MORE THAN 44" ABOVE FINISHED FLOOR (THESE REQUIREMENTS ARE SEPARATE FROM THE MIN. LIGHT AND VENTILATION REQUIREMENTS FOR WINDOWS. CONTRACTOR SHALL VERIFY COMPLIANCE OF UNITS AS SPECIFIED PRIOR TO PURCHASE OR INSTALLATION) 4. NEW WATER HEATERS SHALL HAVE THE FOLLOWING FEATURES: . U.L.- RATED SEISMIC STRAPS NAILED TO WALL FRAMING, TOP AND BOTTOM b. PRESSURE- TEMPERATURE RELEASE VALVE, DRAINED TO EXTERIOR OF BUILDING c. R-12 MIN. INSULATION WRAP d. LOCATE OF MIN. 18" HT. PLATFORM, IF INSTALLED IN GARAGE 5. ATTICS WITH THE MAXIMUM VERTICAL CLEAR HEIGHT OF MORE THAN 30" SHALL HAVE 22" X 30" MIN. ACCESS. USE 30" X 30" ACCESS WHEN F.A.U. IS INSTALLED IN ATTIC. 6. STRUCTURAL OBSERVATION PER SECTION 1702 OF THE CBC SHALL BE PROVIDED WHEN SO DESIGNATED BY THE ARCHITECT OR ENGINEER- OF- RECORD, OR WHEN SUCH OBSERVATION IS SPECIFICALLY REQUIRED BY THE BUILDING OFFICIAL. I171 +.O.cv 3 Phft n �a3 ah ' �� "'t�M �^ P , an,. .:.s=, T,et:3 tt�ry 1 4c z�ss?P g11 Yr`:d. tl )S on pE :jf 4, ki b ,3 a PXC1a',p18,d By R ELECTRICAL SYMBOL$ RECESSED "�� RECESSED 9 DUPLEX OUTLET to -- SWITCH EXHAUST FAN I STANDARD INCANDESCENT LIGHT 10 ELECTRICAL NOTES 1. GENERAL LIGHTING FIXTURES IN KITCHEN AND BATHROOMS ARE REQUIRED TO BE FLUORESCENT OR APPROVED EQUAL, ACTIVATED BY THE FIRST SWITCH IN THE ROOM, 2. AT KITCHEN, DINING ROOM, WET BARS, ETC: A. WALL COUNTER SPACE SHALL BE PROVIDED WITH RECEP- TACLE OUTLETS AT EACH WALL COUNTER SPACE 12" OR WIDER, AND INSTALLED SO THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24" FROM AN OUTLET. B. ISLAND AND PENINSULAR COUNTER SPACE SHALL BE PROVIDED WITH AT LEAST ONE RECEPTACLE OUTLET. 3. PROVIDE GROUND FAULT CIRCUIT INTERRUPTER (G.F.I.) FOR ALL 125- VOLT, SINGLE- PHASE 15 AND 20 AMPERE RECEPTACLES INSTALLED IN BATHROOMS, KITCHENS, AT COUNTERTOPS, EXTERIOR OF HOUSE, ETC. 4. KITCHENS AND BATHROOMS ARE REQUIRED TO BE PROVIDED WITH A SEPARATE CIRCUIT, 5. THERE IS REQUIRED TO BE A SWITCHED LIGHT IN EVERY HABITABLE ROOM, BATHROOM, STAIRWAY, HALL, ATTACHED GARAGE, AND AT OUTDOOR ENTRANCES (APPLIES ONLY TO NEW AND REMODELED AREAS) 6, ALL HABITABLE ROOMS ARE TO BE PROVIDED WITH A RECEPTACLE OUTLET FOR WALL SPACES 24" OR WIDER AT A MAXIMUM 12FT. ON- CENTER, AND 6FT. FROM END, SO THAT NO POINT ALONG A WALL, FIXED GLASS OR GUARDRAIL IS MORE THAN 6 FT. FROM AN OUTLET. (APPLIES ONLY TO NEW AND REMODELED AREAS) 7. PROVIDE ONE 20 AMP CIRCUIT FOR LAUNDRY ROOM. 8. BRANCH CIRCUITS SERVING 15 AND 20 AMP. RECEPTACLES IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AND ARC - FAULT CURCUIT INTERRUPT DEVICE (CIRCUIT BREAKER) 9, GENERAL PURPOSE FLUORESCENT LIGHTING IN KITCHENS AND BATHROOMS SHALL BE TO FIRST SWITCH IN ROOM, RATED AT NOT LESSTHAN 40 LUMEN PER WATT (SEE PLAN FOR LOCATIONS) 10. PROVIDE A.F.C.I. PROTECTION PER SECTION 210-12 OF THE N.E.C. 11. PROVIDE GROUND- FAULT CIRCUIT- INTERRUPTER (G.F.C.1.) FOR OUTLETS IN BATHROOM, IN KITCHEN WHERE RECEPTACLES ARE INSTALLED TO SERVE COUNTER TOP SURFACES, IN BASEMENT, IN GARAGE, AND FRONT AND REAR OF OUTSIDE OF BUILDING. 12. PROVIDE 120 VOLT RECEPTACLE WITHIN 25 FT, OF AIR COND, EQUIPMENT FOR SERVICE AND MAINTENANCE PURPOSES, AS WELL AS THE A.C. CONDENSER LOCATION. 13, PROVIDE LIFER GROUND IN NEW FOOTING PER N.E.C. SPECIFICATIONS. 14. PROVIDE TWO SEPARATE APPLIANCE CIRCUITS IN KITCHEN ELECTRICAL FLOOR PLAN�,,.,,,..,o. I i y A • tj r +r , M• ku :► EA wmmwm II� UJ iy to III i i i 'DRAWN:13.13 6-05 SCALE:NOTED ism *wx g: I aw I SHEET NO. ,1t �" d i" c's ON I. 121_811 1. 371_011 I- Kin if CL. BDR. #1 8" C,H. 5 1_ol! 91_5111 m I06101,01 ouit HALL"ATTIC 8' C.H. �CCES A I LIN. CL. ENTRY V C.H. rtr 1#- - UP 6" w I M ■ i . B Ra VOL. CEILING LIVI VOL. CEILING I 221-711 y N ! ;! CL. t]. LL. M F NTER & O.H. CA i i it+ U r� ! 1 'V t.j ' KITCHEN h DINING Il j i --• • --- i ti ' VOL, CEILING .�.. . ATZEA .� I I , r;i VOL. CEILING tt -t----- (E) ATTIC ABOVE �i GARAGE ( Y --i (ri1ASHEI� � i 1 t --- ---- -- -- --- - ---- - - -- - -- ---- - --- ' `-- -- - ---- - - - - --- - rt" _ _ _ ------ ---v - - -n 5 4 D EIS' A I �0 �� q CD ..� ...... ,.�.. ,_.. r.. f .ai.. _....a f .... f �....... ,..........,.» ...... ..� ..� . I NGLEq WALL T '' -_ - ,, $. IS 2X6 STUD WALL p aCi --- -------- (N) ATTIC ABOVE - 8 C. H. I G F$�� V 1 1 (t) \ \\ F�B \ I 41rf,:�%lf� 41_0 1 1 24'_8" 7'-41" 17'-8" 91_0" 34'_0" 581_811 Ir FLOOR PLAN NOTES I ` ° A AT ALL SLEEPING ROOMS AND ROOMS OR PASSAGES LEADING TO SAME, 1 r a p PROVIDE A BATTERY- OPERATED SMOKE DETECTOR AUDIBLE THROUGHOUT STRUCTURE. AT (N) EXTERIOR DOOR PROVIDE A SOLID (CONC.) LANDING MIN. 36" DEEP X WIDTH OF OPENING. STEP DOWN FROM INWARD- OPENING DOORSILL OR SLIDING DOOR= MIN. V`/ MAX. 7-1/2" nc AT WALL BETWEEN GARAGE AND ROOM ADDITION PROVIDE 5/8" TYPE W GYP BD.FULL- HEIGHT AT GARAGE SIDE OF WALL PROVIDE MIN. 22" X 30" ATTIC ACCESS FROM (E) ATTIC TO (N) ATTIC E VERIFY (E) ATTIC ACCESS, MIN, 22" X 30 WITH MIN. 30" CLEAR HEADROOM IN ATTIC n ' _ll LANDINGS AT DOORS SHALL HAVE A LENGTH MEASURED IN DIRECTION OF TRAVEL OF NOT LESS THAN 36" 1 STRAP EXISTING WATER HEATER TO FRAMING PER DETAIL 18/ D-1 t i i u PROVIDE A MIN. 4" DIAM. STEEL POST WHERE SHOWN, MIN, 12" EMBEDMENT INTO CONCRETE, EXTENDING MIN. 30" ABOVE SLAB F11( ELEMENTS OF APPLIANCES WHICH CREATE A GLOW, SPARK OR FLAME SHALL BE LOCATED A MINIMUM OF 18" ABOVE GARAGE FLOOR CLOTHES DRYER LOCATED IN AN AREA THAT IS HABITABLE OR CONTAINING OTHER FUEL- BURNING APPLIANCES SHALL BE EXHAUSTED TO THE OUTSIDE, EXHAUST DUCT MUST BE 4" IN DIAMETER AND LENGTH IS LIMITED TO 14 FEET WITH TWO ELBOWS. THE DUCT LENGTH SHALL BE REDUCED BY TWO FEET FOR EVERY ELBOW IN EXCESS OF TWO. co I 31_011 O,H.� 9. 1 r__________—______—_____________ ___________________—___.--- { I I I I I I I 1 I I { I i I w I d I w 1 1 Lj (E) CHIMNEY - I --- (E) EXPOSED--� l I I 6X BEAMS l l 7 >12' I I I !t f I 41_6Ii I i I y I APPROX. I _ I i I + 1 j✓'/r ///ff!////,'/r J/,'/ //7'/!! //f ✓ / r r rDEMO(E)ROOF&'`y' ,,ifrr / rr/r 'r /i//J/';/','// r`. , // /rf /// 21_/'S11 ---(E) STUCCOED it ,r,,,�J;;�/,r�r;r,; REBUILD, MATCHING ;,�;' '', 2 tiVj r, J J/i r/ r r . r Jir J'rr�r rrlrr r' ''r� //yip fii ri` rIr /JJ /� �r f ! / , rf (E) ROOF SLOPE// PARAPET �//Ifrrff/rr�rr/, 'W'/r '/r//;/; ,/,'�fJr'r''rr/'///`r// r',,/!rflr,�rlJ/Jf/;'f //r //////Jr/,r/frrrrf, /r Lyyf r//Jfi{ r!/r,r// ///r//r/f//f/,; fff f/`Ifr/f/IJ/rf/fff ,,•r///J'rf'/JJ/JJ./rrf/J'Jrr,l /`r.H� vrfr/ff'rf f/rrrr.'r 4i. frf/ �/'r/�'J ij rr/r.i/iJ �'// �fiff/r'`/i/r�'�'r/�f,/��{j��,Ji/f��Jr�f//JfJ/r''/Jf''f JJ tilt J/J//�y •'f �//', /,'/f/f/f!'/�/rrfr�'JJ/''","•'/r/%/ frJr'rJr/lrr'/''J'r/,f,ir�rl/r J^'Ir/;YJr''//�'/Jri/,�f/,rf/,,rrJ,,f/frrrf'�fi.r/f,, DEMO (E)ROOF OVERHANG ''/ if. 1/4 12 i!r. Jr ,, /; / 'r/ / J / %•'/r /, f //r J// f r r,,, / .'//f /' / // f'{ fr .'/ �/ '''/ ''/// / r / (r,l rfr /; f,r,r /;rrrrrf, Jrr rr,'rff rrf fir Jr/ r/^,`rfr /, f r,;r J�i`rr��Iry/J'/f rffr�.,,��, Jlrrr r/f '',r (E)LOW-SLOPE / /// r rrr r /J. rff''/ ' �i r J(r,,rr'lrlrlr f �d rr%rrf'rf : fr J �i r� ' //�1-/?f� �i�'ry—r/ r r,�/ir7r /, �, r�f�/�/� ROOF OVER /r'/////J/J//r//////// /r//rr/r%/? r/rrrlrf/, %r'.''f/f,,�r'rlrrflJrrr rr- rrrrrfr;f, /rrr///rf:IrfJrrrrrf'<f r, r J' r" / f �'� GARAGE r/.'f/rlrf/J/r/Ir/r//rJlrf//!r/t:'r 7r' rrf-/ rr, J .'IJrrfr/rrfrJfi/r;/ f/,'///,'/r'r i/ri-'rr r:rir„'y�, /rr+ 'J rr,f , r -1 ff- _r 1/ i' `r='/'. ✓_ :y / _ 'r r, / r r' f /rf//,`i/'''//J///lrrf//r/ir.'Jr`r ,�;/,Jrrr////r'rtJ//rr/l//r/r„r/'/ffrfr/ifJt,'f/'//,/rr.'//"'',''�,:,✓, /. Irf;//,r//'/ 5 1„�5: I2f"„ �r.�'r ///rrt /'fJf tf�rr'',iJ✓, 'fYr�f,rfff'r�rr/rrf"fr'r/,•rfJr /'r''/,rr�,7,f, "rrrr•' r/J/ r;. r,. DEMO (E) ROOF OVERHANG f'rfr'r;Jfr-err r//J//'////r//f////J///ff/,•/f /,; .'/ ,r/ /, f/, rr/fr//r////,wr/fr// /fr ",.,k",r / /, - '//rf/f////rrrr/F////rf rr///r/r/rfr"Jrr/'rfJr/,r//r f{/ /,,{•r;rr/f/r /f /rr; ''// ✓/'/ / `, 1'1'7'/ //J//ir///r////J, //r///rJ/////r///Ir///,'////; /rr/,•///rf /// r/' to Z DEMO) (E) ROOF OVERHANG ROOF PLAN (N) ROOF SHOWN HATCHED DOOR • WINDOW fl (2) (E) 8-0 X 5-0 SLIDING WINDOWS/ REMOVE (1) (E) 8-0 X 6-8 SLIDING DOOR/ REMOVE (2) (N) 5-0 X 4-0 SLIDING WINDOWS (1) (E) 6-0 X 3-6 SLIDING WINDOW/ REMOVE (1) (E) 6-0 X 6-8 SLIDING DOOR/ REMOVE (1) (N) 2-6 X 6-8 H,C.W.D. (1) (N) 4-0 X 4-0 SLIDING WINDOW �MVEVATION OR NSTALLATION HEIGHT DiV1W6 LITES/ TEMP. GLASS REQ/pRUE d REQQ5-0 X 6-8 SLIDING DOOR/ TEMP. GLASS SN EiNSDOW VATON FORITALLATION HEIGHT NOTES: 1. ALL NEW WINDOWS WHITE, VINYL- FRAMED, DUAL - GLAZED, LOW E, IN CONFORMANCE WITH TITLE- 24 REQUIREMENTS IN FORM MF-1 R (ELSEWHERE IN PLAN) 2. EXIT DOORS FROM INDIVIDUAL DWELLING UNITS HAVING AN OCCUPANT LOAD OF 10 OR LESS MAY BE PROVIDED WITH A NIGHT LATCH, DEAD BOLT OR SECURITY CHAIN, PROVIDED SUCH DEVICES ARE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR TOOL OR SPECIAL KNOWLEDGE OR EFFORT AND MOUNTED AT A HEIGHT NOT TO EXCEED 48 INCHES ABOVE THE FINISHED FLOOR. ROOF PLAN NOTE 1. (N) ROOFING MATERIAL TO MATCH (E): COMPOSITION SHINGLES ON 30# FELT 2. CONTRACTOR TO VERIFY (E) ROOF SLOPE & MATCH AT (N) ROOF 3. RADIANT BARRIER IS REQUIRED AT ALL (N) ROOF SHEATHING (PER TITLE- 24 REQ"S) 4. ROOF COVERINGS SHALL HAVE AT LEAST A CLASS'C' RATING I II� 1 a v, K • 1 w dr. mmz C ••uj Lu r. UJ •, 4 co uj f• :1 �. uj it LLJ 0CD,. DATE:-05 A' O" • r rr >• �M NSON SHEET •' A�l 11 LINE (N) ROOF LINE (E) ROOF I (PARTIAL) FRONT/ WEST ELEV. hD r- I (APPROX.) LINE (E) ROOF (DEMO TO LIVING RM. WALL) 12 (CONTRACTOR TO VERIFY . . . . . . — - — - — - — - — - — - (N) STUCCO, COLOR & TEXTURE, — - — - — - ........ . . 5 & MATCH (E) ROOF SLOPE) TO MATCH (E) (TYP.) (N)'CRIPPLE'WALL OVER (E) GARAGE ROOF/ DEMO GARAGE ROOF PAST LINE OF WALL PROVIDE (N) 14" X 18" LOUVRED ATTIC VENTS W/ 1/4" SO. CORROSION - RESISTANT WIRE MESH Lo RIGHT/ SOUTH ELEV. H ----------------- (N) LINE (N) ROOF LINE (E) ROOF JL -------- 26 GA., G.I. FLASHING AT ROOF EDGES (TYP EXTERIOR ELEVATIONS SCALE: 1/4"= V- U' (PARTIAL) REAR/ EAST ELEV. (N)4--(E) (PARTIAL) LEFT/ NORTH ELEV. (N)——(E) Kl=v- (E VE (Is CO - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SECTION A -A SCALE: 3/8"= V- 0" fRAFTER ,UT TO MATCH Q EAVES 0li E 0�0 E m E�m 0i Ni 04 r-1 z z Uj (D C) Z Z zo z u a 10 Lu Z J (1) o �j Lu Lu wai iu> t vj w Lu x x=j uj will ---- U) --- ---- -- W% w u 0 z cu) W CJ) z z L-Lj 0 rn 75 z IjLJ z < 0 w 0 co < c z 0 ( '.0 < u. u) DRAWN: B.Bm ,i DATE: 6-05 SCALE: AS NOTE JOB: BENSON SHEET NO. A�2 OF ( 8 )SHEETS (E) S.W. ---_-------------------------------------------------..-.—..-_7-------__--_-------_ I ..—_--__—----___—_—_ __--_—__—_----� I I I t i I f ! ( ! 1 I I I k I I i I 1 ( I I G i ! i i I I ! (TYP.) ( f I 1 I i ! � ! j L J I I 1 I I I f I I i � 0 ZD I 1. !� { i m U- ! , i (TYP.) _� jj ! O QN f ! _ v - I 1 gx ; 14 { A i t PROVIDE FULL - HT' MIN, 2X TRIMMER (TO DEPTH OF WALL) LINE OVERHANG C (N} SIMPSON 17 i j i {TYP,) E 4X4 POST MST37 TO w Wl PC44 ( ! TOP PLATS ( { ROOF AREA TO BE BLOCKED I (SHOWN HATCHED) 1 i 11 L= 4' i - 19 1 (E) 4X4 POST ( - --(N} 4X4 POST- 9 - _ _ w/EPC44 W/PC44 W/EPC44 I _ (N) 4X HDk I pp i Y # (E) 4X HDR -(N)D L ROOF RFTRS W! c'j ' ; ? 'GRIP LE' WALL ABOVE W , , N SIMP. 0° 3 CL i MST37 TO r i a ^' A tY { B �+ 4J S IATF DBL TOP f B . ..N11 pd' I' X w w (N) 4X4 POST I X (E) ATTIC ABOVE bS w/ PC44 i t c I (N) 4X4 HDR 1 GQ M 1 f (.) I! 0 1 1 TYPI t1, 1 I f I ! 1O �, N}4x4 E I KING C ! ;i BM, 4 POST POST 4 i � i� t i (N)4X4 9 aj 4X8 FLUSH 15 f i q POST t � ; -1 1 ( `- -----_ - _- w ---___ - 1 I I I D I I r , I q I 1 _,.-------...--- -------- ---------- ------- -- - �_______--------.. _ ___ ; -- ---- - ' ..»... «... » ,....�» .......» .......�.�.. �..;� (N) 'CALIF' FRAM'G W/ i i I is (N) ATTIC ABOVE , (TYP.) t---------- ---- ------------------- ---- - Ii i i 3 1 _ It a 2 _ 1 (E) 4X HDR (N) 4x HDR ---------- -- -------_ r_____i f� �'' {------------------------------ Q��---------- 12 ��y�24�p2 6 5 9 (N) SIMP, (TYP.) (N) 4 6 ST6236 TOP PLATE STRAP (TYP.) 14 PROVIDE FULL - HT. MIN. 2X TRIMMER (TO DEPTH OF WALL) I� (E) ROOF RAFTERS: 2X6'S AT 24" O.C. IN) ROOF RAFTERS: 2X1 O"S AT 16" O.C. (TYP.) (E) ROOF RAFTERS (AT GARAGE LOW- SLOPE ROOF): 2X1O'S AT 24" Q.C. (TYP.) 'CALIF'- FRAME (N) ROOF OVER GARAGE ROOF, AS- SHOWN (N) CEILING JOISTS: 2XVS AT 16" Q.C. .. Pam... f1Y.F ... ..It... .. . A... . - - - • - - - -i..." .YMIi • f - IbL r� 1•2 i ! 2 I ' (TYP.) .r. , / l i i r` i 1, TYP. ! I {( 1 ' —LINE OF 'fi' ` , WALL DEMO m M 1 I 1 I �♦ft Y• ------------- L---------------- - --a .-- _ ---_. pM,6NNp44�,�� POST 4X6'KING' LINE OF OVERHANG DEMO LINE OF OVERHANG 9 (N) 6X6 _.. - POST �� (SIM.) (TYP.) ROOF DIAPHRAGM 1/2" CD-X PLYWOOD, INDEX 32/16, EXTERIOR GRADE, UNBLOCKED (UNLESS NOTED) WITH 8d COMMON NAILS AT 6" O.C. EDGE NAILING, 6" O.C. BOUNDARY NAILING, 12" O,C. FIELD NAILING MISC. FRAMING NOTES 1, ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS 2. BRACING OF EXTERIOR/ MAIN CROSS WALLS OF CONVENTIONAL FRAMING SHALL CONFORM WITH METHODS AND LOCATIONS AS SPECIFIED IN SECTION 2320.11.3 AND TABLE 23- IV Cl. 3. HOLD- DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED PLATE WASHERS; AND HOLD- DOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. uimsz ul U. ! �h�UCS 0 I n� ta©co cd i aZ N Lid i (E) HEIGHTENED SLA13 AT ENTRY T \21 (N) HD2A (N) HD2A 5/8" DIAM. A.B.'S r2 (TYP.) - - - - - - - - - ,---^ -� - - - - _ _ _ _ _ _ i i rrrrssrrr�rrrrri ....«-......_,_......... �.............. _....J .,..._„ ......,..._ ..... ;......e..e..—._....,..,.....,...—,—. _..,......_._...- -.. .,. -., �' _•, F.�%r�'%=i�G'�f�y�'i`f�.''i4rft;''i4'i'Yrrf��lr f�/'f�r�. t i �rrrrfrrr/rr.rrr/rrrrfr r/rrr I i �/irrfiifrrrrl/rrfrr/rrr, rr.�r t f I i � rr/ rrrf//lr//r/r/rrrr I I 1 ! (E) CONC. SLAB AT MAIN i t ! ! LIVIING AREA/ (N) SLAB rrrr rrrr/rr/r/.�rrrrf // TO MATCH THIS LEVEL q, � ' rrrifr.�r/rrrrrri/rfrrrrr,i (E) SLOPED GARAGE t t (TYP.) //rrr/rrrr//rrrrr,,,rrr,'rrrrl SLAB I t i i rrr,//r!-,rrrr. , rrrrr/rrrrrr///r rrrrrr/rrrr i (N) 4 THICK CONCRETE SLAB t r rrr. /ri /r/frr, ,r/rrrrrr • 'rr . 1 ► _ WITH #4 REBARS AT 18 O.C. rrrrrr/rrr ;rrr/rrrr/ r— rt rrrii//r'r/,,, /rrr ;,rfrrir EACH WAY AT CENTERLINE OF Co „ SLAB, OVER 2 MIN. SAND FILL, �� t WITH 6MIL.VISQUEENATCENTER- r r r r, r may[' i f t .�`�%�Q`t' ! � ! � LINE OF FILL/ REMOVE (E) EXTERIOR i i i t ( ) TYP. CONCRETE SLAB AS- REQ'Df (N) ' i co ., SLAB TO MATCH LEVEL AT MAIN r LIVING AREA, AS NOTED ABOVE to i" tK l 1 � 1 r 4"'y».!i it r rr j •'•ri'�Ni'!,r / /• r / r /' i r I r / c� W r � r � / W t 3 ry} �y rrwr r yG 1!/ • •/iil J.., i r rrrr rrrrr, 'rrrrrr/ r.', r, rr% iir r { rr I r i r! r r r j r, ' r / tt)(TYP, r4 nZ ( r .�i rrrfrrrrr/rrrrrr r;,1" rrrr/ r rrr rrr rrr ,,frrr, /r;,r;r, rrr,,r,r rrr gyrr;��rl�f� ' r 4 i �rr, .rrrrrrrrUrrfrrrlrr•., i„rrrr;rr/,rrt r/r rrrr /rrr fr.frrirr;rrr/r� ytrr'",fir` rir'�drrrrrrrr}'rrr;rirjrr%rr�i/',7i.r;bG. I , rr, rrrirrrrr/rrrrr r, rrr Y �,, „rrr rjr;r r r,, rr rr ;/r rr r, rjr:,r/r'`i/i.r"1 ryr-i/r/,.�� Q �('. A E arm �crurrr/rrrr//rr rrrrrr,'/,r,r,rr.rrrr% rrrrr /rrrrr/rrrrrrrrsrrrr %iirr //' �� i rrr,'/rrrrrrr/rr'i/,frr,'r. /.rrrrr.//,rrrrr. r,r i/rrr/rr 'rrrrr rrr ;r,/.:mod r%` N� �y•$� ......�.......205uj »u....,.......f. (ljy�'s f.�r4^f/'!'h�fY7'��iiJSii f// r�74`�'tj5"r° rritrr/rri,,frrrrirrr'rylrijf ' %// 11 piP ry ![ Cfi ! }aft A`2 �+ ! �iI5116 G.i rrrrrrrrrrrrrrrrrrrrrrr.rrr„r'rr,rrrrrri,r, �rrrrrrifir,y,lrr'',,/y/l1 t'•� r W Lu cr t r/rrfrr rrr/rrrrr/rrrrr/ ,rrrr/ .rr/ r r / / G" N 00 �. co (� ''� .G/.G r�lrrrrrfr//(rrrr.�;{'/,,�rrrrrrlrrrr�rr�rrrrjp'lrrj�i�ri6r'/f f 'y ul) W p % 1 , : it i,';;i;;; ter" tJ _ t /rrrrrrrrr/rrrrrr,'rr :rrrX�r/rr,;r/ jsrs,,ifr//f D- ,w i �rrirrfrrrrrrrrrrrrrrrlirrr.y Yr,'r; r� i'r r i'i/ 1 rr//rrrr/r/ rrrrrr rrr/rr .y'"jfP,rjiri i%fjir/ (TYP.) _._._._._._.W._._._._._._._...._. ._.._._._._.J r r ,„ ref r rrrr fr,,f; _ 0. .1 _ _ rrrrs�`r,�`is✓i�rrrr;%s%/%�% ,5 p,t �� O 451 (TYP.) � I �. 7'"41I MISC. FOUNDATION NOTES 1. NOTE:'PHD' HOLDOWNS MAY BE USED FOR'HD' HOLDOWNS i 1 ?t-8IR 34'- 011 (N) CONC. SHOWN HATCHED ti IQ n 7 L'�J Fla 2IVA , US il 0 0�1 N�m N m 4* 1 ce. .r lz < 0 �1 uj t"pi (DR, X 1_4 Z r-4 FIN z 0,4r z u �► ' ,ter co rLh LLJ �. • Lu ti' i ♦ r► a i i I I I I -a 1 i f ''I II� I i i i I I I` 1 i RA 6-05 JOB: BENSON I SHEET NO. S.1 OF )SHEETS PRESSURE TREATED SILL PLATE 1% SLAB RENFORONG 5/80 DIA, ANCHOR BOLT CENTERED IN SLAB W/2" SO. x Rs" WASHER 40 CONCRETE STUCCO WEEP SCREED GRA SLAB -ON -DE A 4 143 N.G. 4" LAYER OF 4 COARSE SAND CV 0 V4 REBAR T & 0 (TYP) 6 MIL VISQUEEN WATER BARRIER 12 CENTERED IN 4" LAYER OF SAND F.G. = FINISHED GRADE N.G, = NATURAL/COMPACTED GRADE SEE FOUNDATION NOTES FOR ADDITIONAL INFORMATION XTERIOR FOOTING "Maim -A -.TOP :PLAX'.:: lEk-P, LAN" SIMPSON SSTS SELECTION TABLE DBL. STUD OR 4X POST PER PLAN MODEL NO. v. exAM 2-0 ear; um pm "opm PHD2 SSTBI6 SSTS20 PHD5 SST820 SSTB24 IPHD6 SSTS28 SSTS34 PHD8 MODEL NO. DIA. L MIN.- EMBED. SSTB16 - 5/8 �'_17-5 2-5/$ SSTB20 5/8" 21-5/ 6-5/8 SST824 5/8-25-5 2 - 4-7/8 7/8-34- 3 8-7/8 SSTB ANCHOR BOLT- • SEE TABLE ABOVE 3 R '--CONCRETE rOOTING TYPE." PHD" HOLDDOWN 11 E,N, PLYWD, @ RF, RF, SHT'G,---n 2X RR STRAP PER PLAN (PLATE TO R/R> S L CIPG DBL. TOP PLATE 2X @16' tl,C, .SHEAR WALL W "LING 8d 0 6" O.C. m PER S.W.S. - SREAR WALL PER PLAN 1-3/4' MIN, (5) 1 sd LS AT EAC)i EMND OR PER SW1 WHERE GOVERNS Off L R.R. 0 16" 04, C.4. 0 Air 101c, NOTES, 1, CONT, INSPECTION REQ'D, 2, DRILL HOLES PER MANUF, SPECS. 3, A307 THREADED RODS W1 SIMPSON SET EPDXY ICRO #5279 DBL. STUD OR 4X POST PER PLAN SIMPSON PHD HOLDDOWN PER PLAN ANCHOR EMBED DEPTH EDGE DIST, LOAD CAP, it) 7/8' 0 19 1::574 -1-R!0_07 3-CLR, EXISTING CONCRETE FOOTING CONT. TOP & BUT, HOLDDOWN" EXISTING FTG. 1� 2x NAILER W/(2) 16d NAILS TO EACH ROOF WER EDGE NAILING 8d 0 6" O.C. CALIFORNIA SING 2x6 0 16" O.C. CONTINUOUS ROOF SHEATHING UNDER CALIFORNIA FRAMING MAIN ROOF FRAMING PER PLAN (N) 2X BLOCKING AT 16" O.C, 1. SELECT NAILER WIDTH TO PROVIDE FULL SUPPORT FOR CALIFORNIA RAFxRS 2. TOE NAIL CALIFORNIA RAFTERS WO (4) 16d NAILS TO THE NAILER MIFORNIA FRAMING (N) STRAP PER PLAN WOOD BEAM PER PLAN WOOD BEAM PER PLAN (N)SIMPSON'CC COLUMN CAP -WOOD POST PER PLAN 13 RIDGE BEAM CONT. BLKG 0 160 O.C. EX OVERLAP RAFTERS AND SPIKE W/(6) 16D AS SHOWN ROM BEAM PER PLAN EXISTING FOOTING DRILL 5/8" DIA. HOLES j IN EXISTING FOOTING FOR #4 DOWELS 4 (N) 2X ROOF RAFT T PER PLAN (N) A35 AT 16" O.C. (N) ROOF BEAM PE 0 0 J4 DOWELS 0 24" O.C. 30" LONG, 6* INTO EXIST. FOOTING W/SIMPSON SET EPDXY jC80 NO. ER 5279 WOOD BEAM PER PLAN (N) SIMPSON'ECC'COLUMN CAP WOOD POST PER PLAN CONT. 2X VERTICAL, %PED BLOCKING BEAM SUPPORTS PER FRAMING PLAN HOT WAT BALL VALVE (TYPJ TYPE 1151' PLUM THRU (N) SIMPSON TP37 COLD WATE ROOP wl APPPRQVCD (N) 2X4 TRIMMER AT HDR TO POST (OR CAP AOUASTA THIRMOMeTER (N) 4X HDR PER PLAN iJDOUBLER) SIMP- MST37 HOT WATER DIELECTRIC UNION (N) 4X4 OR 2- 2X4 AT LIXG, RECIRC7(0 WATER HEATER I CORNER U.,51ox. N INLET & OUTLeT ONLY) LOWER DBL, L SIZE P&T ReLIeP HOT WAT PULL TO EXTERIOR TOP PLAT RECIRC. PUMP CHECK VALV (N) SIMPSON TP37 WALL STUD AT HDR TO POST (OR (TYP, 2) DOUBLER) 16 GAUGE x I GALV. STRAPSW/ (N) 2X4 TRIMMER (21 5/8" X 2" I.ONG &61c LAG BOLTS TO STUDS, HCA31S !-.---(N) 4X HDR PER PLAN (21 STUDS. ITOP 115 & POST PER PLAN BOTTOM 1/51 GAS SHUT-01010 VALE IN VALVE PI.ATFORM PER PLAN TYPICAL WATER HEATER PLAN VIEW WALL INTERSECTION 2x BLOCKING -J 0 48" O.C. A35 0 16" O.C. - OR PER S.W.S, WHERE GOVERNS GABLE WALL STUDS BALLOON FRAMED EX (N) 2X ROOF RAFTERS - PER PLAN REMOVE (E) ROOFING MATERIAL UNDER (N)'CALIP FRAMING (E) 2X ROOF RAFTERS PER PLAN (N) A35 AT 16" O.C. (U.N.O.) 0 KING POST 2x4 FLAT LOOKOUTS 0 24" O.C. E.N. PER S.W.S. SHEAR WALL PER PLAN :�-�- N) A35 AT 16" O.C. E.N. ---(N) 2- 2X4 TOP PLATE (N)'CRIPPLE' WALL: 2X4'S AT 161, O.C. (N) SHEAR PANELING PER SHEAR WALL SCHEDULE (N) CONT. 2X PLATE WITH 16d AT 6" O.C. (N) MST37 STRAP AT ENDS OF EX SHEAR WALL (E) CONT. 2X BLOCKING OR RIM JOIST N) 2X C.J. PER PLAN TO'U' HANGERS E.N `,�_(N) CONT. 2X LEDGER W/ (2) 16d AT 16" O.C., STAGG. (N) SHEAR PANELING PER SHEAR WALL SCHEDULE BM. PER PLAN *PC' POST CAP • POST CAP 11M. PER PLAN ROOM , US Ll AuRioli'm ----------- PROVIDE 2' CEMENT DRY PACK IF PLACED UNDER EXIST. FTG, REINF. TIDE SLEEVES t-urn ALL PIPES.— (TYP.) TRENCH SHALL NOT UNDERMINE WALL FTG. 50% COMPACTED BACKFILL @ TRENCH EXCAVATION ---\ NO SLEEVES SHALL PENETERATE FOOTING >IPE TRENCH NO TRENCH PARALLEL TO FOOTING BELOW THIS LINE 2 X CONT. W/19 @ 16' D.C. 2 X R/R OR CTRUSS T/ 2 X BLK'G. RF. SHT'G -@ CALIF. FRAMG 2 X R/R EXTEND RF. SHT'G. TO WALL It 1/8' MIN. 1/4' MAX, a c 10 r 4 '3/4# .A 4 %74 <1 A N4 CONTROL JOINT. SAW CUT /3 A <1 *- . . . T I' 'Z - . T/3 4 T/3 14� AmIll CONSTRUCTION JOINT MIN, NOTE. 'L' = 40 X BAR DIAMETER IN CONC, U.N.O.RETE 'L" = 50 X BAR DIAMETER IN MASONRY, U.N.O. TYPICAL PIPE & TRENCH LOCATION 13 CALIF. FRAM'G 09 SLAB JOINT 1-1 t 05 TYPICAL WALL & FTG. REINFORCEMENT 101 1 16d @ 16' D.C. MAX. 2- 16cl END NAILS 1X6 DIAL. LET -IN BRACE EA. CORNER @ 25" MAX. O.C, (IF WALL IS SHEATHED, OMIT IX6 DIAL. BRACE) FIRE BLOCKING AT CEILING LINE AND NOT TO EXCEED 81-01 D.C. 2X STUDS @ 16' D.C. 5/81 DIA. X 10' LG. ANCHOR BOLTS @ 4'-0' D.C. MAX. 2X P,T.D.F. SILL, U.N.O. REINFORCING SAME SIZE AS FOOTING ol I REINFORCING ec O 6' 0 e a 0 d 0 0 0 dl 0 0 0 0,6 7_< ci o zo ;p 71 3' CONC. 2'-8' MAS, q 3& TYPICAL STEPPED FOOTING n z X: 06 CL Q: #D# #R# BAR SIZE 3 112 "D- #3, #4, #5 5 'FD" #6, #7, #8 7 'D' #91 #10, #11 9 D'v #145, #185 D' CONCRETE D' MASONARY 6 4'-0' MIN. LAP 8-16d NAILS PER SPLICE (TYP.> U.N.D. SPLICE -OVER STUD HEADER- SEE FRAMING PLAN PROVIDE SIMPSON A34 FOR 2X4 STUDS AND A35 FOR 2X6 STUDS, EACH SIDE 2X STUD & TRIMMER, MIN, @ JAMBS FOR NAILING SEE GENERAL NOTES KING STUD TRIMMER- (DBL. UNDER OPENINGS GREATER THAN 61-01) U.N.O. t 4- 112'y MIN, & 9' MAX. FROM SILL END NOTCHES MIN. 61-0# O.C. 2' 0 MAX. BORED HOLE 2' MAX. RF, SHT'G 'vA34' 2X STUDS @16' 2 X MAIN R/R OR TRUSS T/C A35 @ 16' D.C. U.N.O. 2-1/2' MIN, 3--1/2' MAX. 10' MIN, 10- MlNt�� 2 X STUDS @ 16' D.C. 1-1/2' X 16 GA, 'STRAP W/ 6-16'd COMMON NAILS EA. END EA. PLATE 17 DBL. TOP PLATE SILL PLATE 15 CALIF.F 1. SILL PLATE 4. 2X FLAT BLK. 2, DBL. TOP PLATES 5. SHEAR WALL EDGE NAILING 3. (1) SIMPSON CMSTC16 6. HEADER W/ 10 cl NAILS OVER PLYWD. SHT'G. TOP & BOT. OF OPENING 1 2-1/2' L 1"-0' MIN, .. 5-1/2' MAX. 4� l'-O' MIN. 1-1/2' X 16 GA. STRAP W/ 816d COMMON NAILS EA. END @ EA, PLATE NOTCHES MIN, 6/_01 O.C. 1-1/4' 0 MAX. BORED HOLE 1-1/2- MAX, 2 X R/R @ CALIF. FRAMING 2 X RIDGE BM. W/ 2-16d TOE NAILS TYP. EA, BASE & EA. SIDE A35 @ 16' D.C. U.N.0 E,N. mom - CALIF. FRAM'G, WITY 1 11 PXBLK**G 48" D.C. U.N.O. E.N. 2 X R/R —NAILER W/ 16d@ 8' D.C. CONT. WALL SHT'G. E.N. 1 RF, SHT'G. RAM'G VIEW 2 X STUDS @ 16' 0,C. 2 X P.T.Z.F. PLATE, W/ 3/16' 0 RAMSET # 3348 SHOTS W1 WASHER @ 32, O.C._ SCOOP FTG. TG . L40%d \—NOTCH IN STUD MAX, 60%d BQRED HOLE NOTE, BORED HE & NOTCH SHALL 5/8' OCCUR IN SAME MIN. j SECTION. EBL. TOP PLATE NON -BEARING WALL SHT'G PARTITION PARTITION TYPICAL NOTCHING & BEARING C& STUD WALL ��vjgl fiff mo A 'I V A '"r BLK'f @ 48# D.C. 3TC' TRUSS CLIP 3/C OR CLG. JST. DBL. TOP PLATE STUDS @ 16' D.C. 13 C OR CLG, JST. STC' TRUSS CLIP DBL. TOP PLATE STUDS @ 16' Old 2X STUDS 16' -D.C,— PLYWOOD 2X STUDS @ WHERE 16' 0. OCCURS W/ 1& 12' r-16d PER E.N. (TYP.) AT SHEAR WALLS \--12' LG, BLOCKING @ TOP, POST WHERE BOTTOM, & MID HEIGHT OCCURS CORNER INTERIOR INTERIOR 2X BLK 4X END PX TRII U N 0 — 4X END & HOLD U.N.O. EDGE NAILING (EX) 2 X 4 STUDS 16" O.C. U.N.O. DOUBLE TOP PLATE I lam qm �lilloin WA ki MOM 1A 1 1 :4 INA I [I I MMIL L L L Ll L L. t2SILL PLATE BOLTING (OR 112,11 - SOLE PLATE NAILING AT IMAX! UPPER FLOORS) 07 TYP. SHEAR WALL LAYOUT 03 01 4"-0' MIN, I EQ. EQ. STRAP PER PLAN W/ 'rFULL LENGTH NAILS DOUBLE TOP PLATES TYP. 8 16d EA. SIDE OF TOP PLATE SPLICE U.N.O. ON FlAKiNG PLAN, TE SPLICE DET. ti is cl co 0) w lz c r 1� L_ am) a) 'Iff c 6) 0 c 0 U-1 = 06 > z . 2 � to: c 4T 06 4 mC 0) u c mi 0 V (/) c to c DRAWN BY DATE CHECKED BY DATE SCALE DATE JOB NO. DATE REV. DATE. REV. DATE* hj smrr NO D 2 XT 3 12005 CONNECTION: SHEAR WALL SCHEDULE 2001 C.B.C. B.N.� 1. 2. JOISTS TO SILL OR GURDER, TOE NAIL BRIDGING TO JOISTS, TOE NAIL EA. END 3 - 2 - 8d 8d- S.W. ALLOWABLE SILL BOLT'G SHEAR PANEL DESCRIPTION SHEAR @ TOP PL.TO SILL NAILING J_ 3. 1X6 SUBFLR, OR LESS TO EA. JST., FACE NAIL2 - 8dTYPE (PLF) FOUNDATION BLK' UPPER STORIES 4. WIDER THAN 1X6 SUBFLR. TO EA. JST., FACE NAIL 3 - 8d 71 - 5. 6. 2" SUBFLR. TO JST. OR GURDER, BUN.D & FACE NAIL SILL PLATE TO JST. OR BLK'G., FACE NAIL 2 - 16d 16d 0 16" O.C. 7/8' STUCCO OVER PAPER BACKED LATH W1 16 GA STAPLES AT 6' D.C. AT TOP & BOTTOM PLATES, Ae EDGE [IF SHEAR WALL AND ON FIELD (ICBO REPORT Na. 1823 FEB 1973) -OR (ICED REPORT No. 1318, ISO 5/8' @ 48' D.C. A35 @ 16' 16d @ 8' D.C. 7. 8. TOP PLATE TO SIVD,.,END NAI RAFT. BLK'G TO TOP PLATE, FACE OR TOE NAIL 2 - 16d 16 d 0 8" O.C. FEB, 1973) OR (OR (ICB0 REPORT Na. 1254, FEB 1972) SEE NOTE 3 BELOW, *360 5/8' @ 24' D.C. A35 @ 16' 16d @ 4' D.C. F.N. 9. 10. STUD TO SILL PLATE, TOE NAIL DOUBLE STUDS, FACE NAIL 4- 16d 8d 0 24" O.C. Ag 15/32' PLYWD C-D, C-C SHTG. WITH 8d COMMON NAILS @ 6' D.C. AT EDGES & 12' D.C. FIELD 26`0 5/8' @ 32' D.C. A35 @ 16' 16d @ 6' D.C. E.N. 11. DOUBLE TOP PLATES, FACE NAIL 16d 0 16" O.C. (TABLE 23 II-I-ICBC) SEE NOTES 1,2,8,9, AND 10 BELOW. *520 5/8' @ 24' D.C. A35 @ 8' 16d @ 3' D.C. 12. TOP PLATES LAPS & INTERSECTIONS, FACE NAIL 2 - 16d 2X JOIST PLYWOOD SHEATHNG 13. 14. CON11NUOLJS HEADER, TWO PIECES CEILING JOISTS TO PLATE, TOE NAIL 16d - 0 16" O.C. ALONG EA. SIDE 8d A15/32' PLYWD. C-D, C-C SHTG WITH 8d COMMON NAILES @ 4' D.C. AT EDGES & 12' D.C. FIELD 380 5/8' @ 32' D.C. A35 @ 8' 16d @ 4' D.C. 15. CONTINUOUS HEADER TO STUD, TOE NAIL 13 4 - 8d (TABLE 23-II-I-lCBC) SEE NOTES 1,2,4,5,8,9, AND 10. BELOW, *760� 5/8' @_ 16' D.C. LTP4 @ 6' 160 @ 2' D.C. 16, CEILING JOISTS, LAPS 0/ PARTITIONS, FACE NAIL 3 - 16d 17. 18. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL RAFTER TO TOP PLATE, TOE NAIL 3 - 3 - 16d 8d 15/32' PLYWD. C-D, C-C SHTG. WITH 8d COMMON NAILS @ 3' D.C. AT EDGES & 12, D.C. FIELD 490 5/8' @ 24' D.C. A35 @ 8' 16d @ 3' D.C. PLYWOOD (SEE FRAMG. NOTES) "' BRACE TO EA. STUD & PLATE, FACE NAIL FACE (TABLE 23-II-I-ICBC) SEE NOTES 1,2,4,5,8,9, AND 10 BELOW. *980 3/4' @ 16' D.C. LTP4 @ 6' #12 X 3-1/2' WD. SC. @ 2*v D.C. 20. IX8 SHT'Gl OR LESS TO EA. FACE NAIL - 2 8d 21. 22. WIDER THAN 1X8 SHTG. TO EA. BEARING WALL FACE BUILT-UP CORNER STUDS NAIL- 3 - 164 8d 0 24" O.C. A15/32' PLYWD. C-D, C-C SHTG. WITH 8d COMMON NAILS @ 2' D.C. AT EDGES & lal O.C. FIELD 640 5/8' @ 16' D.C. A35 @ 8' 16d @ 2-1/2' D.C. 23. BUILT-UP GRADERS & BEAMS 20d 0 32" O.C. 0 TOP & SOT. & -(TABLE 23-II-I-lCBC) SEE NOTES 1,2,4,5,8,9, AND 10 BELOW, *1280 3/4' R 16' D.C. LTP4 @ 6' 1/4' 0 X 3-1/2' WD. SC, @ 2' D.C. STAGE. 2 - 20d' 0 END & 0 EA. SPLICE NAILING: (EXCEPT WHERE NOTED OTHERWISE) 24. 25. 26. 2" PLANKS PARTICLE BD. - WALL SHTG. (TO FRMG.)- PLYWOOD - 2 - 16d 0 8d EA. BRG. A15/32' STRUCT I PLYWD. WITH 10d COMMON NAILS @ 2' D.C. AT EDGES & 12' D.C. FIELD 870 3/4' @ 16' D.C. A35 @ 6' #12 X 3-1/2' WD. SC. @ 2' D.C. OVER 3 X STUDS (TABLE 23-II-I-ICBC) SEE NOTES 1,4,5,8,9, AND 10 BELOW. m(1740 7/8' @ 16' D.C. LTP4 @ 4-1/2" 1/4' 0 X 3-1/2' WD. SC. @ 1-1/2' D.C. SUBFLR. RF. & WALL SHTG. (TO FRMG.): 1/2- & LESS - 5/8" �/4n 8d 8d ROOF NAIL'G FLOOR NAIL'G, NOTES: 5. WHERE PL. YWOOD IS APPLIED ON BOTH FACES 7 ALL INTERIOR NON -BEARING FTGS TO 00 1 7/8 1 1/8- - 1 1/4" 8d, 10d B.N. = BOUNDARY NAILING 8d @ 6' O.C. 10d 0 6" O.C. OF A WALL AND NAILS SPACING IS LESS 1, ALL EDGES OF DLYWOOD SHEARWALLS MUST BE HAVE 3/16' 0 SHOT PINS AT 32- D.C., COMBINATION SUBFLR. / UNDERLAYMENT (TO FRMG.): E.N. = EDGE NAILING 8d 0 6" O.C. 10d 0 6" O.C. THAN 6' D.C. ON EITHER SIDE. PANEL JOINTS I.E., HILTI SHOT PINS (ICBO REPORT # 2388). 3/4" & LESS 8d F.N. = FIELD NAILING 8d 0 12" 0-.C. 10d 0- 10" O.C. BLOCKED WITH 2X SOLID BLOCKING. SHALL BE OFFSET TO FALL ON DIFFERENT 7/8" -- 1" RA w FRAMING MEMBERS OR FRAMING SHALL BE 2. DESIGNATES SILL BOLTING OR NAILING WHERE 1 1/8- - 1 1/4" FIBERBD. SHTG.: 10d NOTES: 3' NOMINAL OR THICKER & NAILS ON EACH SHEAR WALL SHEATHING IS TO BE APPLIED TO 8- USE C-DX, C-C, OSB, OR STD SHTG IN LIEU OF STRUC. It 1/2'�-- NO. 11 GA.. 6d, NO. 1.6 GA. SIDE SHALL BE STAGGERED. (USE 3 X SILL BOTH SIDES OF WALL. PLYWOOD. ALL PLYWOOD SHALL BE DOUGLAS 1. NAILS SHALL BE GALV. COMMON, PLACED NOT LESS THAN 3/8- FROM 25/32- NO. 11 GA. 6d, NO. 18 GA. PLATE @ FOUND.) FIR. OTHER SPECIES MAY REQUIRE CHANGES. PANEL EDGES AND SHALL BE FIRMLY DRIVEN. 3. PAPER BACKED SELF -FURRING EXPANDED METAL 2. NO UNBLOCKED PIECE LESS THAN 12" SHALL BE USED. NOTE: LATH WITH ICBO APPROVAL 6. ALL CONTINUOUS EXTERIOR AND INTERIOR 9, USE 2 X 2 X 3/16 PLATE WASHERS AT ALL SHEAR WALLS. BEARING WALL FOOTINGS TO HAVE I0- `SET' ALL NAILS SHALL BE COMMON WIRE NAILS. 4. FRAMING AT ADJOINING PANEL EDGES SHALL BE 5/8' X 10' A.B.'S @ 48' O,C, WITH AT EXISTING FOOTINGS, USE THREADED RODS W/ SIMPSON EPDXY 7' MIN. WHERE DRIVING OF NAILS CAUSES SPLITTING 3-INCH NOMINAL OR WIDER AND NAILS SHALL BE 2' X 2' X 3/16' PLATE WASHERS U.N.O. EMB. (ICBO #5279) HOLES FOR THE NAILS SHALL BE SUB DRILLED. STAGGERED. (USE 3X SILL PLATE @ FOUND., FOR SHEAR LOADS LESS THAN 350 PLF 2X SILL PLATE MAY BE USED-.) `M SHEAR WALL SCHEDULE 001 NAILING SCHEDULE 110 PLYWOOD DIAPHRAI 073 GENERAL NOTES 1. EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE NOTED OR SHOWN ON THE PLANS, WORKMANSHIP & MATERIALS SHALL CONFORM, TO THE LATEST EDITION OF THE U.B.C. OR LOCAL. CODE. 2. THE PLANS SHALL BE REVIEWED FOR DIMENSIONAL & EXISTING SITE CONFORMANCE WITH THE PLANS BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE ARCHITECT & ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES. 3. WORKING DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS. 4. ITEMS IDENTIFIED BY TRADE NAMES MAY BE SUBSTITUTED BY APPROVED EQUALS, & NOTES & DETAILS ON DRAWINGS SHALL -PRECEDE THESE GENERAL NOTES REMODELING NOTES 1. PROVIDE ANY SHORING & OR BRACING PRIOR TO REMOVING EXISTING WALLS, BEAMS, OR SUPPORTS FOR CONSTRUCTION. REMOVE SHORING ONLY WHEN NEW SUPPORTS ARE IN PLACE AND SECURED, 2. PROVIDE RED HEADS .INTO EXISTING CONCRETE AT -ALL SHEAR' WALM"PEk MFG. SPECIFICATIONS, SEE SHEAR WALL SCHEDULE FOR SIZE AND SPACING. 3. PROVIDE SIMPSON ST-6224 BETWEEN NEW WALLS AND EXISTING WALLS AT THE DOUBLE TOP PLATE. 4. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WHETHER OR NOT SHOWN ON DRAWINGS AND PROTECT THEM FROM DAMAGE 5. DO NOT CUT POST TENSION SLABS. CONTRACTOR TO DETERMINE EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION. 6. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS FOR FOOTING, BEAMS AND JOISTS, SIZES, LOCATIONS, ETC., AND SHALL NOTIFY THE ARCHITECT Be ENGINEER OF ANY DISCREPANCIES, 7. DOWEL NEW INTO EXISTING SLABS W/ #4 REBAR @ 24' D.C. AND FOOTINGS W/ DOWELS TO MATCH NEW REINF. SIZE/ LOCATION. ENGINEERING NOTES 1. CONCRETE SLABS ON GRADE HAVE NOT BEEN DESIGNED BY THE STRUCTURAL ENGINEER. 2. THE VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. 3. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION, BRACING SHORING, TEMPORARY SUPPORTS ETC., IS THE SOLE RESPON- SIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. THE CONTRACTOR IS RESPON- SIBLE FOR THE STABILITY OF THE STRUCTURE DURING THE ENTIRE COURSE OF CONSTRUCTION. THE ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR FIELD INSPECTION/GBSERVATI13N OF THE ABOVE ITEMS, 4. ALLOWABLE SOILS PRESSURE TO BE A MINIMUM OF 1000 PSF UNLESS A SOILS REPORT IS PROVIDED. SOILS IN THE BUILDING AREA & 5 FEET BEYOND SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE COMPACTION PER U.B.C. REFER TO SOIL REPORT BY, JOB NUMBERt DATED, STRUCTURAL SYMBOLS AINDICATES SHEAR WALL. SEE FOUNDATION, FRAMING PLAN AND SHEAR WALL SCHEDULE FOR TYPE, SILL BOLTING, SHTG., ETC, ETC. NOTE, FOR SILL BOLTING AT EXISTING FOOTINGS, USE 5/8' 0 THREADED RODS W/ SIMPSON 'SET' EPDXY 7' MIN. EMB. PER ICBO #5279 THE SAME SIZE & SPACING AS CALLED FOR ON PLANS 1'�OIINDICATES POST (BELOW REAM) VIIJ MIN. POST SIZE/TYPE AS FOLLOWS U.N,G,t BEAM SIZE POST SIZE 4 X 12 & SMALLER 2-2X4 W/16d NAILS @ 12' D.C. 4 X 14 & LARGER 4X4 6 X 10 & SMALLER 4X6 6 X 12 & LARGER 6X6 SEE HOLDOWN DETAILS AND TYPICAL WALL FRAMING FOR FURTHER POST SIZE REQUIREMENTS. POSTS ARE TO CONTINUE DOWN TO FOUNDATION. FOUNDATION NOTES GENERAL I. SOIL BENEATH FOOTINGS AND SLABS SHALL BE COMPACTED PER U.B.C. (90%) RELATIVE COMPACTION MINIMUM. 2. THE SOILS ENGINEER SHALL INSPECT THE FOUNDATION PRIOR TO POURING OF CONCRETE AND SHALL VERIFY THE SOIL BEAR - PRESSURE TO X 1000 PSF MIN OR PER THE SOILS REPORT. GENERAL NOT- ES 3. SLAB ON GRADE, 4 INCH. NET CONCRETE SLAB WITH #3 BARS @ 181 D.C. EACH e CENTER OF SLAB OVER 2 INCH. OF SAND OVER 6 MIL. VISQUEENBVER 2' SAND BED OVER COMPACTED SOIL. U.N.D. 4. NO TRENCHES 110 EXCAVATIONS FIVE FEET IN DEPTH OR GREATER INTO WHICH A PERSON SHALL BE REQUIRED TO DESCEND SHALL BE MADE WITHOUT PROPER PERMIT. 5. THE MINIMUM BOLTING FOR SILL PLATES TO FOUNDATION SHALL. BE AS FOLLOWS, 5/8' DIAMETER ANCHOR BOLTS WITH 7' MIN EMBEDMENT IN CONCRETE WITH SPACING NO GREATER THAN 4 FEET D.C. NOR FURTHER THAN 12' FROM CORNERS (MIN 2 BOLTS PER PIECE). SEE THE FOUNDATION PLAN & SHEAR WALL SCHEDULE FOR FURTHER BOLTING REQUIREMENTS, 6. PIPES OR DUCTS THAT EXCEED ONE THIRD THE SLAB OR CONC. WALL THICKNESS SHALL NOT BE PLACED IN STRUCTURAL CONC, UNLESS SPECIFICALLY DETAILED. SEE MECHANICAL AND/OR ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES, ACCESSORIES, ETC. 7. PIPES MAY PASS THRU STRUCTURAL CONC. IN SLEEVES, BUT SHALL NOT BE EMBEDDED THEREIN. 8. PROVIDE 3/4' CAMBERS AT ALL EXPOSED CORNERS. 9. SEE ARCHITECTURAL PLANS FOR MOLDS, GROOVES, ORNAMENTS, CLIPS OR GROUNDS REQUIRED TO BE CAST IN CONCRETE, AND FOR LOCATION OF FLOOR FINISHES AND SLAB DEPRESSIONS. 10. LOCATION OF P13UIZ JOINTS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. CONCRETE 1. UNLESS OTHERWISE NOTED ON PLANS, CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS. FINE & COURSE AGGREGATE SHALL CONFORM TO A.S.T.M. C-33, USE 3000 P.S.I. CONC. @ GRADE BEAMS. CEMENT SHALL CONFORM TO A.S.TA. C-150 (STANDARD BRAND PORTLAND CEMENT) TYPE 11 (USE- TYPE V CEMENT IF NOTED IN SOILS REPORT) 2. CONCRETE SHALL BE MACHINE -MIXED USING A MAXIMUM OF '7' GALLONS OF WATER PER SACK OF CEMENT. READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C-94 MIXED AT A RATE OF 5 SACKS OF CEMENT PER CUBIC YARD. MAXIMUM SLUMP SHALL BE 5 INCH AS MEASURED BY THE ASTM 'STANDARD METHOD OF TESTING FOR SLUMP OF PORTLAND CEMENT CONCRETE. 3. DRY PACK SHALL CONSIST OF I PART CEMENT, 4 PARTS SAND, BASED.13N DRYLOOSE VOLUMES AND NOT LESS THAN 1/4 PART, NOR MORE THAN 1/2 PART, LINE PUTTY OR DRY HYDRATED LIME. DRY PACK SHALL OBTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS. REINFORCING- STEEL L REINFORCING STEEL, #3 AND #4 GRADE 40, #5 AND LARGER GRADE 60 PER A.S.T.M. A615. 2. LOW HYDROGEN WELDING RODS SHALL BE USED FOR ALL WELDING OF REINFORCING BARS. 3. BARS NOTED AS 'CONT' TYPICAL WALL REINFORCING AND VERTICAL COLUMN REINPORCIN6 SHALL HAVE A MINIMUM SPLICE OF 50 BAR DIAMETERS LAP IN MASONRY OR 40 BAR DIAMETERS MINIMUM IN CONCRETE, 4. REINFORCING SHALL BE SPLICED ONLY AS SHOWN OR NOTED. OTHER SPLICES SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. 5. SPLICES IN ADJACENT HORIZONTAL WALL REINFORCING BARS SHALL BE STAGGERED 4 FEET UNLESS OTHERWISE NOTED. 6. PROVIDE DOWELS IN FOOTINGS AND/OR GRADE BEAMS THE SAME SIZE AND NUMBER AS VERTICAL WALL OR COLUMN REINFORCING. DOWELS SHALL HAVE A MINIMUM PROJECTION EQUAL TO STANDARD LAP SPLICE UNLESS OTHERWISE NOTED. 7, ALL REINFORCING, ANCHOR BOLTS, AND OTHER INSERTS SHALL BE SECURED IN PLACE PRIOR TO PLACEMENT OF CONCRETE OR GROUTING OF MASONRY. S. PROVIDE THE FOLLOWING MINIMUM PROTECTIVE COVERING OF CONCRETEt BELOW GRADE (UNFORMED) 3' CLEAR BELOW GRADE (FORMED) 2' CLEAR WALLS V CLEAR COLUMNS 1.5' CLEAR BEAMS AND GIRDERS 1.5' CLEAR STRUCTURAL 'SLAB (ABOVE GRADE) 3/4' CLEAR 9. NUMBER 5 OR LARGER REINFORCING BARS SHALL NOT BE RE -BENT WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. CONCRETE BLOCK MASONRY L CONCRETE BLOCK SHALL CONFORM TO A.S.T.M. C-90 MED. WT. GRADE M UNITS, WITH MIN. COMP. STRENGTH OF 1500 PSI. SEE ARCHITECTURAL PLANS FOR TYPE, PATTERN AND JOINT DETAILS. 2. MORTAR SHALL CONFORM TO ASTM C-270, TYPE S, WITH MINIMUM COMPRESSIVE STRENGTH OF 2000, PSI AT 28 DAYS. MIXs I PART PORTLAND CEMENT. 1/2 PART LIME PUTTY. BY VOLUME 4 PARTS SAND. 3. GROUT SHALL CONFORM TO ASTM C-476, WITH MINIMUM COMPRESIVE STRENGTH OF 2000. PSI AT 28 DAYS, MIXil PART PORTLAND CEMENT. 3 PARTS SAND BY VOLUME 2 PARTS PEA GRAVEL WATER SUFFICIENT TO ALLOW GROUT TO FLOW INTO ALL JOINTS, 4. CELLS SHALL BE IN VERTICAL ALIGNMENT TO PROVIDE A MIN. UNOBSTRUCTED CORE OF 3' X 3'. DOWELS FROM FOOTINGS SHALL BE SET TO ALIGN WITH CORE REINFORCING. 5. ALL CELLS BELOW FINISHED GRADE AND ALL CELLS WITH REINFORCING, ANCHORS OR INSERTS SHALL BE FILLED SOLID WITH GROUT. 6. CONCRETE SURFACES SHALL BE CLEANED OR ALL LAITANCE PRIOR TO SETTING OF BLOCKS. GRADING NOTES 1. A GRADING PERMIT SHALL BE OBTAINED PRIOR TO ANY GRADING. 2. ALL FILL ONE, FOOT & GREATER SHALL BE CERTIFIED AND TESTED AS TO RELATIVE COMPACTION PER U.B.C. 3. ALL FILL SHALL BE COMPACTED IN ACCORDANCE WITH ASTM D-1557, TO MAXIMUM OF 9WI. DENSITY. 4. ALL UTILITY TRENCH BACKFILLS SHALL BE IN ACCORDANCE WITH THE SOILS ENGINEER'S RECOMMENDATIONS. DRAINAGE NOTES 1. MINIMUM GRADIENTS ARE AS FOLLOWSt EARTH= IZ PAVING= .5Z 2. POSITIVE DRAINAGE AWAY FROM STRUCTURES SHALL BE AS FOLLOWS, 2X MIN. M 217. MAX SWALES TO BE 3 FEET MIN, AWAY FROM STRUCTURES. STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL CONFORM M STANDARD SPECIFICATION FOR STRUCTURAL STEEL FOR BRIDGES OR BUILDINGS A.S.T.M. A36, 2. FABRICATION SHALL COMPLY WITH THE LATEST A.I.S.C. SPECS, 3. ALL BOLTS FOR STEEL MEMBERS SHALL CONFORM M A.S.T.M. A-307 UNLESS OTHERWISE NOTED. 4. HIGH TENSILE BOLTS WHERE INDICATED ON THE PLANS OR DETAILS SHALL BE THE FRICTION TYPE AND THERE SHALL BE NO PAINT, OIL, LAQUER, OR GALVANIZING BETWEEN THE CONTACT SURFACES. HIGH TENSILE BOLTS SHALL CONFORM TO A.S.T.M. A-323 OR A-490. 5. HIGH STRENGTH BOLTS SHALL HAVE LOAD INDICATOR WASHERS TO SERVE AS A DIRECT TENSION INDICATOR INSTALLATION FOR HIGH STRENGTH BOLTS SHALL REQUIRE INSPECTION BY A DEPUTY INSPECTOR. 6. PIPE COLUMNS SHALL CONFORM TO A.S.T.M. A-53 GRADE B. 7. STEEL TUBE SHAPED MEMBERS SHALL CONFORM TO A.S.T.M. A-501 OR OR A-500 GRADE B. 8. WHERE FINISH IS ATTACHED M STRUCTURAL STEEL, PROVIDE HOLES FOR 1/2' WELDED STUDS AT 4 FEET O.C. FOR THE ATTACHMENT OF NAILERS. SEE ARCHITECTURAL DRAWINGS FOR FINISHES. 9. OPEN WEB JOISTS SHALL COMPLY WITH THE STANDARDS OR 'THE STEEL JOIST INSTITUTE'. 10.STEEL STUDS, JOIST, TRACKS & BRIDGINGt 12, 14 & 16 GA. A.S.T,M. A-570 GRADE 'E' Fy = 50 KSI 18 & 20 GA. A.S.T.M. A-570 GRADE 'C' Fy = 33 KSI IL SPECIAL INSPECTION OF HIGH -STRENGTH A325 AND A490 BOLTS SHALL BE IN ACCORDANCE WITH APPROVED NATIONALLY RECOGNIZED STANDARDS AND REQUIREMENT OF SECTION 1701, STRUCT. STEEL WELDING 1. WELDING SHALL BE DONE BY THE ELECTRIC SHIELDED ARC PROCESS AND SHALL COMPLY WITH A.W.S. SPECIFICATIONS FOR WELDING AND FABRICATION. a WELDING SHALL HE PERFORMED BY CERTIFIED WELDERS WHO ARE APPROVED BY THE LOCAL AUTHORITY. 3. ALL FIELD WELDS SHALL HAVE CONTINUOUS INSPECTION PER UBC (1701) UNLESS OTHERWISE NOTED. 4. ALL BUTT WELDS SHALL BE FULL PENETRATION U.N.O. S A CERTIFICATE OF FABRICATION FROM THE SHOP PERFORMING WELDING OR A REPORT FROM THE SPECIAL INSPECTOR MUST BE FURNISHED TO THE JOB INSPECTOR PRIOR TO FRAMING APPROVAL. 6. WELDED, FULLY RESTRAINED CONNECTION BETWEEN MEMBERS OF ORDINARY MOMENT FRAMES OR SPECIAL MOMENT -RESISTING FRAMES SHALL HAVE SPECIAL CONTINUOUS INSPECTION AND CONNECTION TESTED BY NONDESTRUCTIVE METHODS PER SECTION 1703. FRAMING NOTES FRAMING SHALL COMPLY WITH SECTION 2320 OF THE 2001 CBC FRAMING -GENERAL USE SIMPSON U-HANGERS ON ALL JOIST/BEAM/BEAM CONNECTIONS 1, UNLESS NOTED ON PLANS. 2. ALL POSTS SHALL HAVE SIMPSON *PC` CONNECTORS AT TOP AND SIMPSON 'BC' OR 'BCD' CONNECTORS AT BASES UNLESS OTHERWISE NOTED ON PLANS. ALL CONNECTING HARDWARE, JOIST HANGERS, TIE STRAPS, ETC., 3. SHALL BE SIMPSON 'STRONG TIE' UNLESS OTHERWISE NOTED OR SHOWN ON PLANS. FRAMING - WALL 1. Sr4F- SPACING t HMW LIMITS FOR WWD STUDS ARE AS FOLLOWS (UNLESS OTHERWISE NOTED ON PLANS), 2X4 @ 16' OC (BEARING WALL) SUPPORTING A MAXIMUM OF ONE FLOOR AND ONE ROOF SHALL HAVE A MAXIMUM HEIGHT OF 10 FEET 2X4 @ 16' OC (NON -BEARING WALL) SHALL HAVE A MAXIMUM HEIGHT OF 14 FEET 2X6 @ 16' OC. (BEARING WALL) SUPPORTING. A MAXIMUM OF 1WO FLOORS AND A ROOF SHALL HAVE A MAXIMUM HEIGHT OF 10 FEET 2X6 @- 16' OC (NON -BEARING WALL) MAXIMUM HEIGHT IS 20 FEET 2. RAKE WALLS ADJACENT TO SLOPED CEILINGS SHALL BE BALLOON FRAMED. DOUBLE TOP PLATES SHALL ALWAYS BE SUPPORTED BY A ROOF OR CEILING DIAPHRAGM. 3. SHEAR WALL PANELS MUST BE CONTINUOUS TO THE TOP PLATE AT ROOF FRAMING. SHEATHING SHALL HAVE ALL EDGES BLOCKED & THE APPROPRIATE SHEAR TRANSFER THRU CEILING OR SOFFIT FRAMING 4. BORING AND NOTCHING OF WALL STUDS SHALL BE PER CBC (2320.11.10) NOTCHING HAXIMUMt 25Z OF WIDTH ON BEARING WALLS 40% OF WIDTH ON NON -BEARING WALLS BORING MAXIMUMt 40% OF WIDTH ON BEARING WALLS 60% OF WIDTH ON NON -BEARING WALLS NOTEt A MIN. 5/8' CLEARANCE FROM EDGE OF STUD TO HOLE SHALL BE PROVIDED. 5. DOUBLE 2X TOP PLATE SHALL BE LAPPED 48' AT ALL SPLICES AND SHALL OVERLAP AT CORNERS, 6. WALL BRACING SHALL BE PROVIDED PER CDC (2320.11.3) PROVIDE I X 6 LET -IN BRACING (LI APPROX. 45 DEGREES) EVERY 25' IN ALL STUD WALL NOT SHEATHED. BRACES TO RUN CONTINUOUS FROM TOP PLATE TO SILL PLATE. ERAMW- G -� FLOUR 1. FLOOR SHEATHING (MIN) 5/8' STRUCTURAL I T & G PLYWOOD PANEL INDEX NO. 32/16 WITH EXTERIOR GLUE. USE 10d COMMON NAILS AT 6* 13C AT ALL EDGES, BOUNDARIES, AND 10' D.C. FIELD, NO BLOCKING IS REQUIRED UNLESS NOTED ON PLAN. ALL EDGES BLOCKED AT DECKS. 2. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL NON - BEARING PARTITIONS. 3. PROVIDE CONTINUOUS BLOCKING BETWEEN FLOOR JOISTS UNDER BEARING WALLS WHICH ARE PERPENDICULAR TO JOISTS. 4. FRAMING AROUND OPENINGS] TRIMMER AND HEADER JOISTS SHALL BE DOUBLED AND SUPPORTED BY HANGERS PER (CBC 2320.12.5). FRAMING - ROOF 1. ROOF SHEATHING (MIN) 1/2' STANDARD PLYWOOD PANEL INDEX NO, 24/0 WITH EXTERIOR GLUE. USE 8d COMMON NAILS AT 6' OC AT ALL EDGES, BOUNDARIES, AND 12' OC FIELD. NO BLOCKING IS REQUIRED UNLESS NOTED ON PLAN. 2. FRAMING AROUND OPENINGSt TRIMMER AND HEADER JOISTS SHALL BE DOUBLED AND SUPPORTED BY HANGERS PER CODE FRAMING - CEILING (PER TABLE 23-IV-J-3) L CEILING JOISTS SHALL BE 2X6 @ 16' D.C. (MAX SPAN=- 171-81) 2. CEILING JOISTS SHALL BE 2X8 @ 16' D.C. (MAX SPAN= 23'-4) FRAMING. - JOISTS/RAFTERS 1. BORING AND NOTCHING OF JOISTS SHALL BE AS FOLLOWS: (CBC 2320.12.4) BORING- MAX DIA OF HOLE SHALL NOT EXCEED 1/3 OF DRESSED DEPTH OF JOIST WITH A MINIMUM EDGE CLEARANCE OF TWO INCHES. NOTCHING— MAX DEPTH AT ENDS SHALL NOT EXCEED 1/4 OF DRESSED DEPTH. NO NOTCHING IS ALLOWED IN THE CENTER THIRD OF THE JOIST SPAN. COMPRESSIVE SIDE WITH A MAX DEPTH OF 1/6 OF THE JOIST DEPTH. ABBREVIATIONS: A.-R. ANCHORBULT 2. WHERE. THREE OR MORE (MULTI JOISTS) ARE USED, THE JOISTS ABV. ABOVE SHALL BE. BOLTED TOGETHER- WITH 1/2' DIA. MACHINE B13LTS W/ MR REINF. MR WASHERS AT 24' OC STAGGERED. BOLTS SHALL BE RETIGHTENED BD BOARD' PRIOR TO APPLYING FINISH MATERIALS. k0i BLOCKING BL W. LOW 3. JOISTS/RAFTERS SHALL LAP AT SPLICES A MIN. OF 4 INCHES BM BEAR WITH 3-16d NAILS OR USE SIMP-Sth ST_ 2115 9 40 INCHES O.C. B.N. BOUNDARY NAIL 4. CROSS BRIDGING OR ZX BLDG, SHALL BE PROVIDED e 8`0' O.C. B.W. CF BOTH WAYS CONTINUOUS FOOTING MAX. FOR ALL JOISTS AND RAFTERS MORE THAN 8' IN DEPTH; ci CEILING JOIST 5. 2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR COL. COLUMN RAFTERS AT ALL SUPPORTS. CONC. CONCRETE CONT. CONTINUOUS C.P.E. CONT. PANEL EDGES D DEPTH FRAMING -BOLTING DBL DOUBLE DF DOUGLAS FIR 1. ALL B13LTS BEARING ON WOOD SHALL HAVE WASHERS UNDER HEAD DIA. DIAMETER OR NUT. SEE SEE SCHEDULE. DO DITTO Z. ALL BOLTS SHALL BE OtTIGHTENED, PRIOR TO APPLICATION OF PLY- (E) E.W. EXISTING EACH WAY WOOD, PLASTER, ETC. E.J. EXPANSION JOINT 3. HOLES FOR BOLTS SHALL BE BORED 1/32' TO 1/16' LARGER THAN EN, EQ EDGE NAIL EQUAL NOMINAL BOLT DIAMETER. FB FLUOR BEAM FG. FINISH GRADE LUMBER FJ FLOOR JOIST 1. ALL LUMBER SHALL BE DOUGLAS FIR OF THE FOLLOWING FL FMG. FLUOR FRAMING GRADES UNLESS OTHERWISE NOTED (MAX MOISTURE CONTENT F.M. FIELD NAIL SHALL NOT EXCEED 197 & GRADED IN ACCORDANCE WITH THE F.O.C. FACE OF CONCRETE WEST COAST LUMBERMAN'S ASSOCIATION.) F.U.M. F.D.S. FACE OF MASONRY FACE OF STUDS REPETITIVE USE MEMBERS F.P. FTG FULL PENETRATION FOOTING STUDS & PLATES NO. 2 GA. GAUGE GALV. GALVANIZED JOISTS & RAFTERS GLO GLUE -LAMINATED REAM 2X4 TO 4X4 INCLUSIVE N(L 2 GR, DR. GRADE BEAM 2X6 TO 3X16 INCLUSIVE NO. 2 GWB GYPSUM WALLBOARD H +UGH SINGLE USE MEMBERS HDR HEADER BEAMS HGT, HORIZ. HEIGHT HORIZONTAL 4X NO. 2 -0. KING POST 6X OR LARGER NO. I L LENGTH LT. WT. LIGHTWEIGHT& MULLIONS LVL LAMINATED VENEER LUMBER 40 & SMALLER No. 2 MAS. MASONRY 4X6 & LARGER No. a KII MLR MACHINE BOLT MIC RO--LAM BEAM 6X6& LARGER NO. I ft NEW N.G. NATURAL GRADE 13/c ON CENTER Pi POUR JOINT BLOCKING, FURRING, ETC NO. 3 PLB PARALLAM BEAM DECKING & SHEATHING PLWD PLYWOOD 2X, 3X, 4X COMML DEX. P.T. RD PRESSURE TREATED ROOF BEAR 2. ALL WOOD BEARING ON CONCRETE OR MASONRY IF LESS THAN REINF. RE REINFORCING 4 FEET FROM GRADE SHALL BE PRESSURE TREATED MUG. FIR. RFWD ROOFED 3. GLUED -LAMINATED WOOD BEAMS SHALL BE-DOUGLAS FIR COMB. RR ROW RAFTER 24F-V4 <*> DF/DF <Fb--2400 PSI, Fv=165 PSI, E--180,000 PSI] INDUSTRIAL APPEARANCE WITH EXTERIOR GLUE UNLESS OTHERWISE NOTED ON PLANS. A CERtlFiCATIE'Elr INSPECTION FOR EACH GLU-LAM BEAM FROM AN APPROVED TESTING AGENCY TO'BE SUBMITTED AND APPROVED BY THE BUILDING DEPT. PRIOR TO ERECTION. ((*) USE VS FOR CANT. BEAMS AND V4 FOR SIMPLE SPANS BEAMS] 4. ALL STRUCTURAL PLYWOOD SHALL BE IN ACCORDANCE WITH P.S. 1-95. 5. PARALLAM PSL PER TRUS JOIST MACMILLAN (ICBO # ER-4979) (Fb= 2900 PSI, Fv=290 PSI; Ezm 2,000,000 PSI) SPECIAL INSPECTION (PER CBC SECTION 1701) t SPECIAL INSPECTION BY A REGISTERED DEPUTY BUILDING INSPECTOR, APPROVED BY THE ARCHITECT AND THE CHECKING AGENCY, SHALL BE REQUIRED FOR THE FOLLOWING TYPES OF WORK, SEE PROJECT SPECIFICATIONS FOR SPECIFIC REQUIREMENTS. SPECIAL INSPECTIONS SHALL NOT BE REQUIRED WHEN THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED BY THE BUILDING OFFICIAL TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. CONCRETEt COMPRESSIVE STRENGTH WHERE GREATER THAN 2500 PSI IS SPECIFIED, PLACING OF REINFORCING STEEL AND PRESTRESSING WELDING MOMENT RESISTING STEEL FRAME, STRUCTURAL STEEL OR REINFORCING. STEEL DECKING. SHEAR CONNECTORS. STRUCTURAL EPDXY HIGH STRENGTH BOLTING TIMBER JOISTS GLUED - LAMINATED TIMBER Mpg& PLYWOOD NAILING @ 23/32' THICK SHEATHING. EXPANSION TYPE ANCHOR BOLTS COMPACTED FILL 04,1 105 c- c tr c srr v c IL C 0 c c rlm DPAWN BY DATE CHECKED BY DATE SCALE DATE JOB NO. DATE REV. DATE. ItEv. DATE, s I NN, " SKEET NO D3 The following items represent the MANDATORY REQUIREMENTS for ALL S) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have efficacy of not less than 40 lumens per LOW RISE RESIDENTIAL buildings and shall appear as notes on the watt. (Fluorescent type lighting will meet this plans: requirement). I A) Before the building may be occupied, installation Sec. 150(k) certificates for manufactured devices regulated by the I Appliance Standards or Part 6 shall be posted adjacent to the building permit(s). Certificate shall: T) In Climate Zones 14 and 16 a vapor barrier shall be installed 1. Identify features required to verify compliance with the on the conditioned space side of all insulation in all exterior walls, invented attics, and unvented crawl spaces to StandardsAppliance and Part 6; protect insulation from condensation. 2. Include the statement indicating that the installed : devices conform to the Appliance Standards and Part 6 See. 150(g) and the requirements for such devices given in the plans and specifications approved by the local enforcement U) Any new low-rise residential building shall meet the agency, following minimum requirements: 3. State the number of the building permit under which the 1. Ceiling Insulation. The opaque portions of ceilings construction or Installation was performed. separating conditioned spaces from unconditioned spaces I or ambient air shall meet the requirements of either 1 . Sec. 10-1 03(c)(3)(A) or 2 below: B) The builder shall provide the building owner, manager, and a. Ceilings shall be insulated between framing members the original occupants the appropriate Certificate(s) of with insulation resulting in an installed thermal list of the features, materials, components, resistance of R-19 or greater for the insulation and mechanical devices installed in the building, and . instructions on how to use them efficiently. ALTERNATIVE.to Section 150(n.)I- Insulation which . ,, , Sec. 10-103(b)(1) is not penetrated by framing members may meet an R-- . value equivalent to installing R-19 insulation C) After installing wall, coiling, or floor insulation, the installer shall post between framing members and accounting for the effects of framing members. in a conspicuous location in the building a certificated . signed by the Installer stating that the installation is consistent with the plans and requirement of section 10-103(a) (2) (A) b. Floors shall be insulated between framing members and conforms with the requirements of part 6. The certificate shall also with insulation having an installed thermal state the manufacturer's name and material identification and resistance of R-19 or greater. the installed R-volue. alone. Sec. 10-103(c)(4) 2. Loose Fill Insulation. When loose fill insulation is installed, the minimum installed weight per square foot shall conform with the insulation manufacturer's D) Manufactured fenestration product shall be certified for overall U-values ' installed design weight per square foot at the SHGC as rated by the National Fenestration Rating Council's NFRC 200: manufacturers labeled R-value. 1. Have a clearly visible temporaty label, not to be removed before inspection 3. Wall Insulation. The opaque portions of frame walls by the enforcement agency, listing the certified value, solar heat gain coefficient (SHGC) of ?he product and he method used to derive those separating conditioned spaces from unconditioned spaces or ambient air shall meet the requirements of either a values. Also the label should indicate compliance with air infiltration or b below: requirement of Section 116(a) 1 a. - Framed walls shall be insulated between framing 2, Have a permanent label meeting the requierrint of section 10-111(A)(2) members with insulation having an installed thermal organization, and rating procedures. resistance of R-13 or greater. Framed foundation wails of heated basements or heated crawl spaces Sec. 116(c) shall be insulated above the adjacent outside ground line with insulation having an installed E) Field fabricated skylight and windows, and exterior doors, shall be thermal resistance of at least R-13. weather -stripped. ALTERNATIVE to Section 150(c)l.: Insulation which EXCEPTION: Unframed glass doors and fire doors. I is not penetrated by framing members may meet an R- value equivalent to installing R-13 insulation between framing members and accounting for the Sec. 116(b) thermal effects of framing members. F) I Joints and other openings in the building envelope that are b. The weighted average U-value of walls shall not exceed the U-volue that would result from potential sources of air leakage shall be caulked, gatketed, weatherstripped, or otherwise sealed to limit infiltration installing R-13 insulation between framing members and exfiltration. . and accounting for the effects of framing members. i Sec. 117 4. Raised Floor Insulation. Raised floors separating conditioned � G) All insulating material shall be installed In compliance with spaces from unconditioned spaces or ambient air shall meet the i the flarnespread rating smoke density requirements of Sections requirements of either a. or b. below: I 707 of the UBC. 0. Floors Shall be insulated between framing members Sec. 118(c) with insulation having an installed thermal resistance of R-13 or greater. pplementary electric resistance heaters shall have controls: I b. The weighted average U-value of floor assemblies 1. That prevent supplementary heater operation when the heating loan can shall not exceed the U-value that would result from be met by the heat pump alone; and . installing R-13 insulation between framing members . 2. In which the cut -on temperature for compression heating is higher than. . . and accounting for the effects of fromiqg members. _ effects the cut -on temerature for supplementary heating, and the cut-off '.. . temperature for supplementary heating. . I See. 150(c)-(d) I Sec. 112(b) '. . 1) Masonry or factory -built fireplaces shall have the following: 1. Closeable metal or glass doors covering the entire opening of the firebox. 2. A Combustion air intake to draw air from the outside of . the building directly Into the firebox, which is at . least six square inches In area and is equipped with a readily accessible, operable, and tight fitting damper or combustion air control device. NOTE: Not required If fireplace Is installed over a concrete slab and Will not be located on an exterior wall, 3. A flue damper with a readily accessible control. EXCEPTION: When n 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. 1 4. Continuous burning pilot lights and the use of indoor air for cooling a firebox locket, when that indoor air . is vented to the outside of the building, are I prohibited. Sec. 150(e) I 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. 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) Ali fan systems exhausting air *am the building to the outside shall be provided with backdraft or automatic dampers to prevent air leakage. . Sec. 150(m)7 M) Storage gas water heaters with an energy factor<0.58 shall be -4- If .A with insulation having installed thermal resistance SUPERIOR WINDOW & DOOR t ' . . .. . THERMAL AND OPTICAL RATINGS WITH AND WITHOUT GRIDS - --- - SERIES * CLRICLR CLR/GRAY CLR/BRZ CLRILOW-El U-VALUE - SHGC . T SHGC - VT CLR JLOW --..-&.I . . ....... I . I .. 1, .� ...... .&I. ... ... = I - ...I'VEM . ....... ........ , ''. . ..... . .woo � .. . . ......- .53* .40 ...... Xk.Q;S...- .351-.43 . ..... ..ixx , . ...... . .. I .....I ... - . - .39 .34 .47 .47 .34 - 5600 XO WGIUD .52 1 - w/o .57 .59 .44 .40 .47 .44 .37 .53 .47 .33 - 5700 SH �� *52 *53 .39 .35 .43- .39 .33 .47 .47 .34 wto .57 .59 .43 .39 .47 .44 . .37 .53 .47 .34 8600 XO wr,RID .56 .41 .37 .45 I .41 .29 .49 AO A! 'A 5 .:� w/o --.55 .60 .58 .46 -38' .49 .43 -.32 -.50 . . A9 '. 5 - 8700 SH WGRID _ .55 .56 .42 .37 .45 .42 .29 .49 .49 - -.34 wfo - .61 - -.63 .46 .42 .50 A6 .32 .55 *49 �, .34 - , 8602 PW - WGRID .61 .63 .46 1 .50 .47 .32 .55 .48 .32 wto , .67 .7.0 1 .50- -.42 .47 .52 .35- .62 .48 .32 8900 DH . WGRID . . . 50 .51- .39 .34 _-.55 .42 .38 .33 _A5_ .51) .35 1 w/o .56 .57 .42 .38 .46 .42 .36- .51 -.49 .36-1 - 7100CR � WGRID .45 .46 .35 .31 .37. .34 .24- .40 _,42 .32 1 W/O .50 .51 .38 --.34 I .41 .37 Z .44 .44 .33 - 7300 A . - wGPiD .45 .46 .35 .31 .37 .34 .24 .40 .43 .32 .50 .51 .38 .34 .41 -.37 .26 .4 4 A4 33 9300 .XX _2/o wap iD .65- .64 ,50 .42 .54 i .47 ='i�-'�� ,49 .39 wig .71 .71 '.-55 ,147- .59 --.52 .-41-1-.63 .49 ---t-38- - 9800 X0 - GRID -_ 1- .58 - .43 .39 .47 .43 .29 .51 - .49 .34. w/o _._56 .62 � .65 .47 .43 .51 .48 .32 .57 . . . . .49 *1 ,34 �a".. - ... .. ...... ;KfNW**** ... ,�"..,:.:.......*.:.:.:...*.'..,.,.*..*,:.....*.,.*.,.,".*I .... ........'. . 1 ................... ..1.1 4600 XO - WGRID .a .61 .4 . w/o (68A .68 .53 .45 1111*11" . ,..,.:.:,:..*."..*.....,.,,...**.:....*:.,*.:.*...,....:.:"...."......:,..:...":......:. I ... * ................... *41.7.1.1.1.1.7.1., . . . ....... M =' -. ....... 1- 1.1.11*1 .. ... ... " - , 6��4� . . - 1. .53 ---- . . - - .57 - .50 , .X* .59 QV %60 , 4700 SH waruD .62 - .60 .46 .40 .52 � .44 - .36 .53 . .75 .60 wio .67 .67 .52 .44 .56 .49 .39 .59 .75 .60 4602 PW . wGrat) .65 .68 I_.50 .45 I' .54 .50 .36 .60 .58 .40 w/o -1 .71 .75 J .54 .50 1 .59 .55 .39 .66 - .58 .40 4100CR - WGRID .53 - .50 1 .42 .33 1 .45 -.37 .30 .43 .73 .60 w/o .57 .55 .45 .36 1 .48 ,.41 .32 .48 .73 I .60 - 4300 A WGRID .53 .50 .42 .33 .45 I .37 .30 .43- .73 .60 W/o - .57 -.55 .45 .36 .48 .41 ,32 .48 .73 ,.60 . 9600 X0 wr,ruD .65 .64 .50 .42 .54 .47 .37 .56 .75 .59 1 w10 .71 .71 I_ ,55 .47 .59 .52 .41 .621 .75 .59 ___ _____ .___ Certificate Of Compliance: Residential .LF-N (Part 1 of 3) CF"11 , ,I F HD -USE ADDITION Project Title 1012012005 Data '18,17 S IIIVIBER ST Project Address ANTA A�A I . Building Permit # ..i ii INC (626) 289-880 PERFECT M GNJk_EN_Gh1EElRING, DoCiArlontiltiOn Author Telephone Plan Check/Date FnPr,qVPm Compillfice Method - 8 - ' Climate Zone Field Check/Dato I ' - Source Energy, Use Standard Proposed Compliance (kStulsf-yr) Design Design _ Ma!qln Space Heating 9.32 . 5.41 3 1 .91 ' Space Cooling 13.60 14.97 -1.36 - Fans . 2.88 2.61 0.27 . Domestic Hot Water 14.37 7.98 6.38 'PUM0 0.00 0.00 -0.00 Totals 40.17 30.97 9.20 Building Type: W Single Family M Addition Total Conditioned Floor Atep: 1,634 ft2 I . . [:]Multi Family [50 Existing + Add/Alt Existing Floor Area: 1,404 ft2 Building Front Orientation., (West) 270 dog Raised Floor Area: 0 ft2 , 1 Fuel Type: Natural Gas Slab on Grade Area: . 1,634 ft' Fenestration: Average Ceiling Height: 8.0 ft Area: 245 ft2 Avg. U: 1.07 Number of Dwelling Units: 1.00 . . Ratio: 15.0% Avg. SHGC: 0.76 Number of Stories: I I * BUILDING ZONE INFORMATION # of Thermostat Vent I Zone Name Floor Area Volume VV8Qf F HOI ISE 1 834 13 07 - - Units Zone Type - Type lan rrindiflonpri. Setback - - Hgt. Area n1a - - - - - - - - - OPAQUE SURFACES Insulation Act. Gains Condition , - - Type Frame Area LI-Fac. Cay. Cont. Azm. Tilt Y / N Status JA IV Reference Location If Comments - ' annf Wood 210 Q 035 R-30 R-0 Q ____1L 22 - New 02-Ain NEW Ff R PI AN Wail wand fift Q 1Q2 R-13 R-0 n 270 4 - Nast_ 09.A3 I NEW FIB P1 AN Dnnr None 0, 1.450 None R-0-0 270 go - NAW_ 211-Al NEW FIR PLAN Wall Wood 62 0102 R-13 R-A n go an - NeW_ 0q.A'A . NEW FI R PLAN Door UMUL- (I I 4%) None 8-0,0 ____a go - NAW_ 2A.Al blEw ELR PI AN Wail Wood P32 nim R-1.4 -8-0& a gn - NaW- 09-A.1 . NEW Fl-R. PLAN f)nnr Nano 0 1 Alin Nona R-11 (I it ___M NSW-- 28-Al NEW FIR PI AN Wall Ziand 42 n 1119 R-13 R-n n --- i An - --an - New- nq-A3 . NEW El R P1 AN DDaL_ None Q I 450 None R.n 0 - 4110 q Wall Wood IA4 (1102 R-13 R-0 n 135 gn Roof Z(awL_ 1404 Q 035 R-10 R-0 0 n 92 Wall Wood 244 n110 R-1 I R-n n 976 gn nonc None r, 1) J Afip None _fL-DA___M 0 Wall Wood 181 piln R-1 I -JL-0-0- 20 90 Door None I 0 1 48;0 Nana R-0 0 go go Wait Wand 284 f) JJQ R-1 I R-n 0 () a Door None n I 45n Nnpp R_-Q 0 n on WAN Wood 92 D 1JQ R-1 I R-n [) __JAI _a - NBW- 28-Al . NEW El R- PLAN - Naw�_ 11 9 -A.-A NEW FLR PI - EXIS111lig- 02-AIO . FXI.RTINr, Elting - rXiSting 69-A2 ;:XISTINC, Fl Ong Existing) 28--A1EXISJING Ff QQR - Existing 09-A2 . EXISTING Ef QOR - Exlsj� 28-AJ ,XI.qTIKJr-,;:1 nnp F - Existing 09-A2 . EXISTING El OOR - 5xisfing 2 -Al - Existo g- 09-A2 EXISTING Ef DOR AN Door None 0 I 450 None R.f) 11 ign -9 - Existing 28-A1 . EXISTING Ei Ong I . Runt itiation Time: 10120/05 15*27:35 Run Code: 1129847256 1 EnergyPro 0 by EnergySoft User Number, 1919 Job Number: M053266 Pane:3 of 15 1 e111W y .1ut'r of R-1 2 or greater. SHOC - Solar Heat Gain Coefficient, VT - Visible Transmittance, LOW-131, - High Performance Low E Glass . , Sec. 150(j)1 A IHVAC SYSTEM ,HEATING AND COOLING LOADS SUMMARY _ N) Unfired hot water tanks, such as storage tanks and backup ECTNAME . DATE 10/20) storage tanks for solar water heating systems, shall be rt I SINGLE HOUSE ADDITION- externally wrapped with insulation having an installed. SYSTEM NAME � I a FLOOR AREA thermal resistance of R-12 or greater or have Initemal . insulation of at least R-16 and a label on the exterior of the tank showing the insulation R-value. . Sec. 150(j)1B 0) Duct system opening shall be sealed with mastic, tape, aerosol sealant, or other duct closure system 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 tape shall be used. I I 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 not 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 I and cold water pipes from the storage tank for non -recirculating I systems shall be thermally insulated in accordance with table No. 1- T. Sec. 150(1)2 - I C14FCKS I Number of Systems =_ --- Heating System . . ._ Output Par system - 71,000 Total Output (Btuh) 1 71,000 output (Btuh/sqft) .."..... 43.5 Cooling System___ Output porSystom 40,000 ...._ Total Output (Stuh) 40,000 - Total Output (Tons) 3.3 Total Output (Stutilsilit) . ' ' ' 24.5 Total Output (silftlTon) 490.2 Air System___ CFM per System , . 1,400 Airflow (cfm) , , 'nn 1,400 Airflow (cfimlsqft) 0.86 Airflow (cfairron) 420.0 Outside Air (%) 0.0 I Outside Air (cfimfsqft) I 0.0 I Note: values above given at ARI conditions i Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts I TOTAL SYSTEM LOAD I CFM ISensiblel Latent j I CFM I Sensible - - F746 28,094 3,195 0 - - F 10 . 0 0 3,195 E:30,44 i.012 I - - CARRIER 38TUA-042158STA-090-14 - 30,423 7,655 71,000 - , Total Adjusted System Output 3704237,655 [--'- (Adjusted for Peak Design Conditions) ------- 1 E:�� TIME OF SYSTEM PEAK = Aug 2 prin [ Jan 12 am Certificate Of Compliance: Residential (Addend_- um)CFAR _.- 11 I 1 r Vr .� If __ SINGLE ADDITIOL4 . ...... . Date Project Title . Special Features and Modeling Assumptions . The local enforcement agency should pay special attention to the items specified in this checklist These Items require Special . written justification and documentation, and special verification to be used with the performance approach. Tholocal enforcement agency determines the adequacy of the justification, I..ation, and may rojoct a building or design that otherwise complies based on the ___ Field T____1 - - . . ,-A* I F ply,.... adequacy Or me special JustuiraltiV14 as.. . ...... -. - ... -1 The HVAC System "WHOLE HOUSE" has the Ducts In the Crawlspace. Supply registers may be no more than 2 feet above the floor. HIGH MASS Design - Verify Thermal Mass: 230 sqft,Covered Slab Floor, 4.00" thick at NEW FLOOR PLAN OR HIGH MASS Design _-V I Mass: 63 sqft Concrete, Heavyweight Interior Mass, 4.00" thick at NEW FLOOR PLAN Vert Thermal . . . tage Values The Existing Wall "EXISTING WEST WALL has a 1.1-Factor greater than the Table R3-11 CEC Default Vintage Values. The Existing Wall "EXISTING EAST WALL" has a Li -Factor greater than the Table R3-11 CEC Default Vintage Values: --- The Existing Wall "EXISTING NORTH WALL!' has a U-Factor greater than the Table R3-1 I.CEC Default Vintage Vdues. - - The Existing Wall "EXISTING SOUTH WALL" has a U-Factor greater than the Table 113-111 CEC Default vintage Vaues. .,....,.._ _ . HIGH MASS Design - Verify Thermal Mass: 1404 sqft Covered Slab Floor, 4.00" thick at EXISTING FLOOR PLAN - - HIGH MASS Design - Verify Thermal Mass: 257 sqft Concrete, Heavyweight Interior Mass, 4.00" thick at EXISTINGFLOOR PLAN I - - HERS Required Verification .- .. . ..--"--------..--.--..-.,-"U--..-..-,Irb,.,.f.(.rr.- Run Initigtion Time: 1212OL0 6:2Z:3k --- Run Code: 1129847256 --- ---- 11 EnerovPra 4.0 by EneravSoft User Number. 1919 . Job Number. M063256 Psge;601`16 _ . , , .--- .--- -, _ .- ___ - - _:__=Z__ Certificate Of Comi2liance : Residential (Part 2 of 3) CF-1 R - _ , . - __ Certificate Of Dom fiance : Residential . - - _ , (Part 3 QL==_ CF-111 SINGLE HOUSE ADDITION 10/20/2005 - SINGLE HOUSE ADDITfON 10120/2005.,... Project Title Date I Project Title I Data FENESTRATION SURFACES True Cond. Location/ i HVAC SYSTEMS . # Type Area U-Factor' SHGC2 Azm. Tilt Stat. Glazing Type Comments . Heating minimum Cooling Minimum ' Condition Status Thermostat Type Location Type Eff Type Eff . I - I Window Front (VAst) 00 Q Z5p NFRr. 0.68 NFRr 2 Window Rear (East) M0 0.75 NFRC 0.6fi.j!FRC 27a __9D Newnouble clear (a) - - metal 90 90 New Double Metal Clear (3) NEW FLR PLAN NEW FLR, PLAN WHOLE HOUSE Central Furnace ..... ... 80% AFUE - Split Air Conditioner I . - 1 1.0 SEER_New Setback ... 3 Window Left (Noah) 20.Q 0.75 NFRC 0.68 -!fB-C 0 90 New Double Metal (;Lear QJ_ NEW FLR. PLAN - - - - 4 Window Right (South) 16.0 0.75 NFRC 0.68 NFRC _58 180 90 New Double Metal Clear (3) NEW FLR. PLAN - - - 3- Window Rear (SgutheplD 40.1 0.75 NFRC NFRC 135 90 New Double Metal Clear (3) NEW FLR. PLAN . HVAC DISTRIBUTION 6 Window Fr-Qnt (West) 50.0 1_28 116--A _= tJI6-13 270 __M Existing $Ingle Metal Clear EXISTING FLOOR Duct Duct Condition Ducts I- Window Rear _(EaQ 8ZJ .289 1 J 6,A JOM 116-B 90 90' Existing _6Jag1aA4,PJaMlear - EXISTING FLOOR - Location I Heafing._.. Cooling Location R-Value Status Tested? 8 Window Left (North) 12.0 1.280 116-A 0.80 116.8 0 90 Existing Single Metal Clear EXISTING FLOOR , .. 4.2 New No k- Wind= Right (South) 10 _1,7M 1 1 15-A _QM 116-B 180 90 JExMng_SiagIa_MeJaLQew_ EXISTINQ FLOOR. WHOLE HOUSE Ducted _ Ducted . , ..... _... Crawispace - - _. - .... .. _. - - - - - --"%- Hydronic Piping Pipe Pipe Insul. I . - - __ - I System Name Length Diameter Thick. I I ___ � I , WATER HEATING SYSTEMS Ratedl Tank , Energy Standbyl Tank Insul. - - - - - 11 . I Water Heater I # in Input Cap. Condition Factor Loss R-Value 1. Indicate source either from NFRC or Table 1 16A. 2. Indicate source either from NFRC or Table 1168. System Name Type Distribution syst, (Btu/hr (gal) Status orRE1 (%) Ext. INTERIOR AND EXTERIOR SHADING I "PRONTO" RTG-42PVN (INDOOR) Large Gas ..._..Kitchen Pipe Ins - I 118,000 0 New 0.99 3.80%- 12.0. - Window Overhang Left Fin Right Fin - - - - - # Exter ?r- Shade lype SHGC Hgt, Wd, Len. Hgt. I.Ext. RExt. Dist. Len. - Hill. Dist. Len, Hgt. - 1 Bug Screen - - - Multi -Family Central Water Heating Details . -0.76 - T By2 Screen 0.76 - - - - - - - - - , HotWaterPump Hot Water Piping Length (ft) Add 1/2" T Buci §creen - 0.76 _ - - - - - - - - - - - - - - - - - - - - - Control # HP.. In Plenum Outside Buried Insulation 4 Bug Screen . 0,76 _ _ _ _ _ _ _ _ _ - - --..]:y2e - - 5 Bug Screen 016 - --- - - - T Bug Screen 0.76 - - - -_ - - - - - - - - - _ .7 Bug Screen - 0.76_ 6 - - T_ Bug Screen 0.76 _ _ _ _ _ - - - - - - - - - - --- 1 For small gas storage (rated Input <= 75000 Btu/hr), electric resistance and heat pump water heaters, list energy factor, - - T - - - - - - - - ' - For large gas storage water heaters (rated Input > 75000 Stuthr), list Rated Input, Recovery Efficiency and Standby Loss. Bug Screen 0.76 - - - - - - - - - - - - - For Instantaneous gas water heaters, list Rated Input, and Recovery Efficiency. - - - - , - - - - COMPLIANCE STATEMENT - - - - - - - - - - - - - - , This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts I and 6 of the California Code of - - - - - - - - - - - - - Regulations, and the administrative regulations to Implement them.This certificate has been signed by the Individual with overall design responsibility. - - - - - - - - - _ - - - The undersigned recognizes that compliance using duct design, duct sealing, verification of refrigerant charge and TXVs, insulation Installation quality, - - - and building envelope sealing require Installer testing and certification and field verification by an approved HERS rater, THERMAL MASS FOR HIGH MASS DESIGN Designer or Owner (per Business & Professions Code) Documentation Author Area Thick. Heat Inside Condition Location/ Name: Name: R&YMOND M. ZHONG Type (SO (in.) Cap. Cond, R-Val, JA IV Reference Status Comments Title/Firm: BILL SQUSEMAN, JR. Title/Firm: PERFECT DESIGN & ENGINEERING, INC. Concrete, Heavyweight 230 _A.00 28 0.98 2 26-A1 Now NEW FLR. PLAN / Slab on Grade Address: §21 E. 20TH ST. - - � - Address: 2416 W. Valley Blvd. --'-- -, AlhambEa 91803 CA Concrete, Heavyweight 6 4.00 __?B 0.98 0 - We New_ NEW FLR. PLAN I 11terior Mass SANTA ANA, CA 92706 _ -, --- _. Concrete, Hea3ntwefght IAQ 257_A.00 A,00 _g8 0-98 2 Z6 _A1 , - Existing EXISTING FLOOR / Slab on Grade I Telephone: Telephone: (626)289-8808 ,2S�1'r I - ��' MEN(", LIc. #; !�� _ Concrete, Heavyweight - ___?8 _Q.98 0 - - - - aLa New . EXISTING FLOOR !Interior Mass - I � - I 1�� <!� - 119- 2 q, 2 6. 11Y�' �4_�)_ PERIMETER LOSSES Insulation Condition Location/ - .. (signature) (date) (signature) ,$,o -I- \ ,,pl - 'A', (data) -, (P _, It", le, I Type Length R-Val, Location - JA IV Reference Status . Comments Enforcement Agency 0 �_'l 1710 * 0 27635 )i, - - - ....Run InItlatign Time: 10/2 User Number I 91 9 M053256 of 16 t Mandatory Measures Summary: Residential (Page 1 of 2) MFAR NOTE: Low -clue residential buildings subject to the Standards must contain these me2surss regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supersedes the Items marked with and asterisk (*) below, 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 . .1111.... 1. .. .- -1 -.1.11 -- ---- --- . Instructions: Check or Initial applicable boxes when completed or check NIA If not , . ENFORCE - DESCRIPTION applicable. . NIA DESIGNER MENT ...... . Building Envelope Measures . - *6 150(a): Minimum R-19 In wood ceiling Insulation or equivalent U-factor In metal frame ceiling, � (9 1771 E] § Iso(b): Loose nit insulation manufacturer's labeled R-Valua* *§ 150(c): Minimum R-13 wit) Insulation In wood framed wags or equivalent U-factor In metal frame wells (does not apply to exterior mass walls). I m § 150(d)- Minimum R-13 raised floor Insulation In framed floors or equivalent 1.1-factor. § Isola): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: 10 0 0 a, closable metal or glass door covering the entire opening of the firebox b. outside air Intake with damper and control, flue damper and control . I 2. No continuous burning gas pilot lights allowed. § 150(9* Air retarding wrap Installed to comply with 6161 meets requirements specified In the ACM Residential Manuel. . ' 0 150(g): Vapor borders mandatory In Climate Zones 14 and 16 only. I❑ . 6 150(t): Slab edge Insulation - water absorption rate for ' the Insulation alone without facings no greater than 0.3%, water vapor pormeance rate no greater than 2.0 permAnch. § till: Insulation specified or installed meets Insulation Installation quality standards. Indicate type and Include CF-6R Form: . 6 116-17: Fenestration Products, Exterior Doors, and Infiltratlon/Extillration Controls. 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. E-1 0 0 2. Fenestration products (except field fabricated) have label with certified 1.1-Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certifirallon. 3. Exterior doors and windows weatherstripped; off Joints and penetrations caulked and sealed, I I ' Space Conditioning, Water Heating and Plumbing System Measures I § 110-13: HVAC; equipment, water heaters, showerheads and faucets certified by the Energy Commission. . El 0 F-1 § 150(h): Heating and/or cooling loads calculated In accordance with ASHRAE, SMACNA or ACCA. 0 150(i): Setback thermostat on all applicable heating andfor cooling systems. ' § 1600); Water system pipe and tank Insulation and cooling systems line 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. Back-up tanks for solar systems, unified storage tanks, or other indirect hot water tanks have R-12 external Insulation or R-16 Internal insulation and Indicated an the exterior or the tank showing the R-value. ' 3: The followliig piping Is Insulated according to Table 150-A/B or Equation 150-A Insulation Thickness: 1. First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculating soolons of hot water pipes shall be Insulated to Table i508. ' 1 Cooling system piping (suction, chilled water. or bdne lines). piping Insulated between heating source and Indirect hot water tank shalt be Insulated to Table I $0.8 and Equation 150-A. I 4. Steam hydroille heating systems or hot water systems > 16 Psi, most requirements of Table 123-A. S. Insulation must be protected from damage, Including that due to sunlight, moisture, equipment maintenance, and wind. 6. Insulation for chilled water piping and refrigerant suction piping Includes a vapor retardant or Is enclosed entirely In conditioned space. , 7. Solar water -heating systemsicolle . afore are certified by the Solar Rating and Certification Corporation. EnergyPro 4,0 by EnergySoft User Number `1919 Job Number; M063256 Name: I r_.- � I - - - , :� � I ��r I" 11 Tltle]Flrm: I E . , __ 1, *1 I �7, - ) - I Address: . � � - * Telephone: I .. I .. . F; 4 . 0 - ) 11-1-1 Mandatory Measures Summary: Residential (Page 2 of 2) MF-'IR ' NOTE: Lowdse residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supersede the Items marked with an asterisk (*) below. When this checklist Is Incorporated Into the permit documents, the features noted shalt be considered by all parties as minimum component performance specifications for the mandatory measures whether thev are shown elsewhere In the documents or on this checklist only, I Instructions: Check or Initial applicable boxes when completed or check NIA If not I ENFORCE - DESCRIPTION applicable. NIA, DESIGNER MENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) § 160(m): Ducts and Fans 1. All ducts and plenums Installed, sealed and Insulated to meet the requirements of the CMC Sections 601,802.603,604, 605, and Standard 6-5: supply -air and return -air ducts and plenums are Insulated to a mInumum Installed level of R-42 or enclosed entirely In conditioned space. Openings shall be sealed with mastic, tape or other duct closure system that meets the applicable requirements of UL 181, UL I 81A, or UL 1810 or aerosol sealant that meets the requirements ai UL 723. if mastic or tape is used to seal openings greater than 114 Inch, the combination of mastic and either mesh or tape shall be used. . 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. I 3. 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 draw bands. E) o n. 4. Exhaust fan systems have back draft or automatic dampers. 6. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operating 0 El 0 dampers. . 6. Protection of Insulation. Insulation shall be protected from damage, Including that due to sunlight, moisture, equipment maintenance, and wind. Cellular loam Insulation shall be protected as above or pointed with a coating that Is water retardant and provides shielding from solar radiation that can cause degradation of the material. 0 0 El 7. Flexible ducts cannot have porous Inner cores. I § 114: Pool and Spa Heating Systems and Equipment I 1. A thermal efficiency that compiles With the Appliance Efficiency Regulations, on -off switch mounted outside of the o o. n heater, weatherproof operating Instructions, no electric resistance heating and no pilot light ' 2. System Is Installed with: a. At least 36" of pipe between filter and heater for future solar healing. . I b. Cover for outdoor pools or outdoor spas. , 3, Pool system has directional Inlets and a circulation pump time switch. MR 0 11 § I I 6: Gas fired fan -type central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Stulhr) § 118 (1): Cool Roof material meets specified criteria Lighting Measures I § 150(k)l: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined In Table . 150-C, and do not contain a medium screw bass socket (E24/E26). Ballasts for lamps 13 Wafts or greater are electric and have an output frequency no less than 20 ldfz § 150(k)l: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined In Table I 60-C, lvmInalre has factory Installed HID ballast § I 50(k)2; Permanently Installed luminaires In kitchens shall be high efficacy luminaires. Up to 50% of the Wattage, as determined n 0 n In Section 130(c), of Permanently Installed luminaires In kitchens may be In luminaires that are not high efficacy luminaires, provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires. 5 I 50(k)3: Permanently Installed luminaires In bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires. OR are controlled by an occupant sensors) certified to comply with Section 11 9(d). § 150(k)4: Permanentig Installed luminaires located other than In k1chens, bathrooms, garages, laundry moms, and utility rooms shallbehig efficacy luminaires (except closets less than 70 ft) OR are controlled by a dimmer switch OR are C-] 0 F1 controlled by an occupant sensor that complies With Section 1`19(d) that does not turn on automatically or have an . n. § 160(k)5: == are recessed Into Insulated ceilings are approved for zero clearance Insulation cover (IC) and are certified to ASTM E283 and labeled as air tight (AT) to less than 2,0 CFM at 75 Pascals. § 150(k)& Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the - same lot shalt be high efficacy luminaires (not Including lighting around swimming poolstwater features at other Article 680 locations) OR are controlled by occupant sensors with Integral photo control certified to comply with Section 11 aid). . ' 6 I 50(k)7: Lighting for parking lots for a or more vehicles shall have lighting that complies with Sections 130,132, and 147. Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Section 130,131, and 146. § I 50(k)$: Permanently Installed lighting In the enclosed, non -dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires OR are controlled by occupant sensor(s) certified to comply with Section 119(d). ,EnergyPro by EnergySoft User Number I 91 9 Job Number. M053256 I Page:$ of 16 i I I . I I I � � I . - , , , "'."', , , , -f 1�1,� 0 , "" , < , I " ; " 'I, , " I , , , , I I -, :�,� /, ,� � � I, � � , -� , ; ", ,,,r ; -,, .i., � ;, " , , - I " 1, ! A�Ir, , I ; __ '-, "" ,�_% ,'% � '_ _ 7 , " " I 1-1 I , I s ', j! 4 t f 1)",c" l -44 k,� 11R ,1, .. - k1�g\ -- �/ I, I I '", "S\,4�1I1,� � I - I � � � � � , , - nomommoxwmm�, poNillo!�ll�l I., - � I - I'll 10!11�1111 � M I" I I I I � I � - . 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