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HomeMy WebLinkAbout10148612.pdf19,32 Heliotrope Avenue Sainta Ana CA 92706 THE REAR , OF • BE DEMOLISHED. THE (E) 1ST FLOOR BATH TO BE DEMOLISHED, INLUDING ALL FIXTURES, PLUMBING, MECHANICAL, INTERIOR WALLS, CEILING, FLOORING, ETC...IN ENTIRETY THE (E) KITCHEN TO BE EXPANDED INTO THE BACKYARD. INCLUDE ALL NEW FLOORING (STAINED CONCRETE) THE (E) DOWNSTAWS BEDROOM TO BE EXPANDED ONTO THE BACKYARD AND TURNED INTO AN ENTERTAINMENT ROOM. INCLUDE ALL NEW FLOORING + ► CONCRETE) ALL AND COUNTERSICOUNTERTOPS. STUCCONEW BATH TO BE ADDED DOWNSTAIRS, ADJACENT TO NORTH OF1ST FLOOR BEDROOM. (N) REAR DECK TO BEADDED TO THE REAR OF RESIDENCE TO BEACCESSED THROUGH THE (N) KITCHENIAND ENTERTAINMENT AREA. (N) ROOF TO BE PLACED OVER THE ADDITIONAL SQUAREFOOTAGE PER ENGINEERING AND ARCHITECTURAL PLANS. NEW TO BE APPLIED TOFIREPLACE PATCH, FILL AND REPAINT CRACKS AND AREAS NECESSARY, ON THE PERIMITER OF THE (E) EXTERIOR FACADE ALL -THROUGH OUT THE (E) (N) ROOFING AND (V) GUTTER SYSTEM THROUGH OUT THE ENTIRE (E) RESIDENCE (OMIT GARAGE). NO (E) STAIRS ARE BEING DEMOLISHED NOR ANY (N) STAIRS ARE BEING ADDED TO THE RESIDENCE. NO (E) FIREPLACE i'S BEING DEMOLISHED NOR ANY (E) FIREPLACE IS BEING ADDED TO THE EXISTING RESIDENCE. ADDITIONAL DIMENSIONS1. WRITTEN ON DRWINGS SHALL.,PRECEDENCE OVER DIMENSIONS SCALED FROM THE DRAWINGS. ALL DIMENSIONS AFFECTING MATERIALS OR EQUIPMENT! •. SHALL BE VERIFIED BY THE CONTRACTOR ANDIOR SUPLIER IN THE 2. ALL DIMENVONS ARE TO FACE OF OR - NOTED 3. SUBCONTI;ACTORS SHALLEQUIPMENT COMMENCEMENTMANUFACTURERS TO VERIFY DIMENSIONS AND DETAILS PRIOR TO OF • 4. SUBCONTRACTORS , .! FOR MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTION PROGRAMS IN CONNECTION WITH THEIR WORK, AND FOR MAINTAINING APPROPRIATE R! SUBCONTRAC7*0R, ARCHITECT AND OWNER. ENCLOSURE5. CONTRACTOR SHALL PROVIDE TEMPORARY TOILET FACILITIES AT THE JOB AS NECESSARYAND REQUIRED BY CODE. 6. PROVIDE 70" HIGH NONABSORBENT WALL ADJ. TO SHOWER AND APPROVED %SHATER RESISTANT MATERIALS FOR SHOWER + ► WINDOWS IF SILL IS LESS THAN 5ABOVEOR SHOWER•iR 7. REMOVE AIYD REPLACE ALL DAMAGED INSULATIONS. MIN R-30 ROOF AND R-1 3 WALLS 8. SMOKE DE7ECTORS SHALL SOUND AN AUDIBLE ALARM IN ALL SLEEPING AREAS OF DWELLING UNIT IN WHICH THEY ARE LOCATED. OCCUPANCIES FROMPROPERTY LINE s OF • • - •N,,-LUI Y BE PROTECTED ON EXTERIOR SIDE OF WALL WITH ONE HOUR MATERIAL) 10. ALL DOORS AND WINDOWS MUST COMPLY WITH BUILDING SECURITY STANDARD, O.► 11. STRUCTURAL OBSERVATION i1702 OF THE CBC SHALL BE PROVIDED WHEN SO DESIGNATED BY THE ARCHITECT OR ENGINEER OF •"f OR, WHEN SUCH OBSERVATION REQUIREDSPECIFICALLY BY THE BUILDINGOFFICIAL. DOORS12. ALL NEW r WINDOWS TO COMPLY WITH THE CITY OF SANTA ANA MUNICIPALCODE. SECTION13. PROVIDE 'TEMPERED" GLASS AT ALL HAZARDOUS LOCATIONS PER CBC 1 6 SECTION14. HARDWIRED SMOKE DETECTORS ARE TO BE PROVIDED PER CBC 1 ' 15. SLEEPING ROOM 1. l... EMERGENCY": . • ESCAPE WINDOW COMPLIES• 16. ALL REQUIRED FIRE RATING RESTORED TO THE ORIGINAL. 17. THERE IS NO WORK DONE IN THE SECOND FLOOR, THEREFORE AN ATTIC ACCESS IS ! REQUIRED TO BE PROVIDED. T TER: MICHAEL BAYNES KIEGGO CONSTRUCTION r,, --!► 1932 ! ( • AVE SANTA ANA, + 92706 PROJECT ENGINEER: ORANGE, 1 92666 . ! #t f OCCUPANCY. R-1 (3 BEDS) SINGLE FAMILY HOUSE 2001 CBC/CPC/CMCICE'C CITY OF SANTA ANA MUNICIPAL CODE. CONSTRUCTION TYPE; NON -SPRINKLED, STICK FRAME CONSTRUCTION, AREA OF RESIDENCE: (E) FIRST FLOOR 1,395 SF. (L) SECOND FLOOR 977 SF. (64 SF. COV'D EXTER. DECK) ADDITIONS: FLOOR:FIRST DECK.REAR AREA: 2,602 SF. 230 SF. 354 SF. NONE 10,075 SF. k (� EXISTING AREA TO BE REMODELED EVV ADDITION RUC R COMM STWITS ARE I E j �LUP0011%16- and specifiCation2 trust me without 1 1, i THESE PLANS ARE TO REMAIN THE PROPERTY OF KIEGGO CONSTRUCTION INC. UNTIL A DESIGN CONTRACT HAS BEEN AGREED UPON. THESE DRAWINGS MAY NOT BE COPIED, MODIFIED OR USED TO CONSTRUCT A PROJECT WITHOUT WRITTEN APPROVAL OF KIEGGO CONSTRUCTION INC. r a� Im Im WED s .a..ns d si,.:I, �. 1D wr . r DRAWINGI NDE AR HXTECTURAL S • T1 TITL E SI �I EET `.: '. ` 4 ,..., is A1.1 VEC.ZNITY AND PROPOSED SITE PLAN A1.2 DEMOLITION FLOOR PLAN A ,1 PROPOSED FLOOR PLANS A2.2 DlMENS'ION PLANS A3 ROOF PLAN A4x 1 ELEVATIONS A4. ELEVATIONSIENLARGED& PLAN STRUCTURAL GENERAL S2ml FOUNDATION PLAN S3 TYPICAL STRUCTURAL DETAZLS BUILDING NOTES: 1. ALL NEW DOORS AND WINDOWS TO COMPLY WITH THE CITY OF SANTA ANA MUNICIPAL CODE. 2. PROVIDE `TEMPERED" GLASS AT ALL HAZARDOUS LOCATIONS PER CBC SECTION 2406 3. HARDWIRED SMOKE DETECTORS ARE PROVIDED PER CBC SECTION 310.9.1 4. SLEEPING ROOM EMERGECNY EGRESS AND ESCAPE WINDOW COMPLIES WI CBC SECTION 310.4. 5. ALL REQUIRED FIRE RATING WHERE APPLICABLE SHALL BE RESTORED TO THE ORIGINAL. ,REVISIVN&- 2L 0 THIS SET OF CONSTRUCTION DOCUMENTS, INCLUDING ALL IDEAS AND ESIGN , ARE MEANS OF PROFESSIONAL SERVICES AS THE PROPERTY OF KIEGGO CONSTRUCITON INC (K.C.)., AND IS NOT TO BE USED IN EITHER ENTIRETY OR PARTIALLY FOR ANY OTHER PROTECTS WITHOUT THE WRITTEN AUTHORIZATION OF K.C. THE REPRODDCUTION OR MODIFICATION OF THIS DOCUMENT WITHOUT THE PRIOR WRITTEN CONSENT OF K.C. IS PROHIBITTED. THIS DOCUMENTATION INCLUDES NEW WORK AND DOES NOT NECESSARILY INCLUDE AS - BUILT OR EXISTING CONDITIONS. KIEGGO CONSTRUCTION IS NOT WARRANT, IN ANY WAY, THE ACCURACY OF THIS INFORMATION, AND SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCY BETWEEN THIS DOCUMENT AND EXISTING CONDITIONS. TITLE I TITLE SHEE ®A _ ; 03.07.1 ARTIST ' a SCALE _ N.T. SHEET T1 F-_ 111 ' IF a111F III 174-4folvik'Tol All VAV" w IL Ar .T NITY IL01 N x T, 61519 mt r MACT mo io or to , M 'cr 17 3.: pvw7tw o � oip" 'o" lo.I: co uft sir A rRACr NO. W m1m 25 - IT MARCN 048, =Corr W. go gm .30 —9: A�s';� ASSE5 MAP jz - 47 4, gook 2 f1vot. tAWTma I=, AtAR m - 46 �Wwlli I)v !Tr 6RANOC ruct -AV. Iola mm. J5 - DARe" MAP V'r Ts Is, loot' "I fop :pp I. :r SYSTEM TO BE ADDED r,l STAIRS ARE THE K DONE t NOT A PART OF THIS GE MOT IF THIS NO OP CAA, REVISIONS: LLI A A A THIS SET OF CONSTRUCTION DOCUMENTS, INCLUDING ALL IDEAS AND ESIGN , ARE MEANS OF PROFESSIONAL SERVICES AS THE PROPERTY OF KIEGGO CONSTRUCITON INC (K.C.)., AND IS NOT TO BE USED IN EITHER ENTIRETY OR PARTIALLY FOR ANY OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF K.C. THE REPRODOCUTION OR MODIFICATION OF THIS DOCUMENT WITHOUT THE PRIOR WRITTEN CONSENT OF K.C. IS PROHISITTED. THIS DOCUMENTATION INCLUDES NEW WORK AND DOES NOT NECESSARILY INCLUDE AS - BUILT OR EXISTING CONDITIONS. KIEGGO CONSTRUCTION IS NOT WARRANT, IN ANY WAY, THE ACCURACY OF THIS INFORMATION, AND SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCY BETWEEN THIS DOCUMENT AND EXISTING CONDITIONS. TITLE SITE PLAh DA TE o3w.o4 ARTIST a SCALE JOB NO. .SNA-1932-01 SHEET EA "ll-wi al I IN 0 PROPOSED ELECTIRCALIPLUMBING NOTES: S. NEW GAS OUTLETISTUB FOR BBQ - - - - 9. HIDE (E) ELECTRICAL CONDUIT INSIDE EXTERIOR WALL BEFORE PATCH AND PAINT 18. 2 SCONCES LIGHTS ON EACH SIDES OF THE MIRROR TO BE SUPPLIED BY THE CLIENT 20. (N) HOSE BIB FOR GARDEN HOSE 33. CHECK ALL OUTLETS ARE SECURE AND WORKING. PLACE ' COVER PLATES ON NON -WORKING ELECT. 36. (N) CEILING FAN IN (N) ENTERTAINMENT ROOM (SUPPLIED BY CLIENT, INSTALLED BY CONTRACTOR) 37. REPLACE (E) CEILING FAN IN (E) 2ND FLOOR BEDROOM (SUPPLIED BY CLIENT, INSTALLED BY CONT.) 38. (N) 4" RECESSED CAN LIGHTS -ON DIMMERS (TYP.) 39. (N) LIGHTS BELOW ROOF OVERHANG (QNTY. 5) TO MATCH (E)LIGHTS BENEATH (E) GARAGE ROOF O.H. 40. STANDARD LIGHT SWITCHES (TYP.) TO BE SELECTED BY OWNER AND INSTALLED BY CONTRACTOR. 41. PENDANT LIGHTS OVER ISLAND (SUPPLIED BY CLIENT, DECK INSTALLED BY CONT.) 1T-" xN 2," 4'-10" x 24'-4" 42. FIXED LIGHTS INSTALLED ON LOW WALL (SUPPLIED BY O0 CLIENT, INSTALLED BY CONT.) I 43. PROVIDE CUSTOM LIGHTING WIRING FOR CUSTOM LIGHTS 47 sz (T . B. D BY CLIENT) 55. RE -USE (E) CEILING LIGHT 57. DOUBLE OUTLETS @ 30" A.F.F. (TYP.) xkv Ui L t'� 55 2225� Zs � (PSI} BATH xs4:: '-a'" x}6'-1" (N)�ENTRY i „ .s 1, �� 30�3,-1; x 5'-7" ��� ENTRY llllI (-IZIIIIIIIZji 9 -11 x 9 -11 DINING 30 ,12 09 I N BEDROOM A4 i �,wo mar sa►s��o�rw�sa�w►�ru�iwsasr►e���rr�ri�• ay A4 CLOSET l C� _0 1 � 1 01 29 36 `6 L F 39 401� \ (N) �ERTAINM1 % 14'-6" x 12'-0" 1 I a<. 1 A4 (N) DECK 26-11" x 10'-2" -- Z6'-6" WORKSTAT N / 2'-0" - T-0" - 2'-0" 4 -76" 57 3' 1\ 42.43 (rrp.) i' 0 1110 El l i10 ol 2'4' 51 OZ 06 29 41fn 0 0 (N) KITCHEN N 1 i - 24'-9" x 1 T-0" yp cc f , 2'-6„%1' *4445�' r Amf--X1 NVa - o " ;WINE - W (E) PLANTER BUI, • ; • wFXRST FLOOR NOTED Di AN v�P__ off.. . PROPOSED FLOOR PLAN NOTES., 1. STAINED CONCRETE FLOOR 2. CONCRETE FLOOR TO MATCH (E) ENTRY DECK 3. NEW SCRATCH COAT .STUCCO 4. NEW FRENCH DOORS @ 6._0" X 6'-S" WIOIL RUB BRONZE HARDWARE 6. NEW KITCHEN CABINETS, COUNTERS AND COUNTERTOPS 7. 36" LOW WALL INCLUDES WOOD COUNTERTOP (12" WIDE -TO MATCH KITCHENIBUTCHER BLOCK), CONNECTED TO CEILING HEIGHT -POST AT THE END. S. SUBTRACT BLOCKS FROM THE (E) GLASS -BLOCK WINDOW AS NECESSARY PER (N) ROOFIEXTERIOR WALL INTERSECTION. (FIELD VERIFY) 10. WOOD TOP -SPECIES 11. STONE TOP 12. (E) TO REMAIN 13. DUTCH EXTERIOR DOOR WIGLASS UPPER (PAINT FINISH TO MATCH FRONT DOOR) 14. SEA -GRASS FLOOR 15. SHOWER HEAD ON THIS WALL TO BE AS HIGH AS POSSIBLE 7'-4" SUPPLIED BY CLIENT 16. FULL WIDTHIHEIGHT MIRROR ' M� NEW WALL " TYP® EXTERIOR STICK-FRAMEISTUCCO " TYP. INTERIOR STICK-FRAMEIDRYWALL AND PAINT 4" GLASS BLOCK WALL IN (N)BATH-1ST FLOOR NOTE: NO SSQUARE FOOTAGE ADDED TO THE SECOND FLOOR. HAf;VWIRED SMOKE DETECTOR W15ATTERY BACKUP - ALL BROOMS AND CORRIDOR* ! ROOMS t?1 LEADING TO BEDROOMS. HATTEERi OPEfR5A 'ED SMOKE DETECTOR ACGEPTABLE IN ExISTINC, CONSTRUGitoi 'Sill � f CLOSET 21 ��FF 4'-71e x 6'- " DECK"" _ 10'-10" x 5'-5 FI7 '�' 3 HALL 30 ��- 1 V-9" x t'-Vie 30 37 33 32 j48 BEDROOM 11'-3" x 17"-3" '30 ; BATH 8'-7" x 5'-7," BELOW L3 j 1 BATH 11'-4" x 9'-8" �_J E m [1T1 it 7 so SECOND L OR Nuo"'TED PLAN SCALE: �' PROPOSED FLOOR PLAN NOTES (CONTINUED): 17. REPAINT CORRIDOR, CABINETS AND CUPBOARD 18. REPAINT (E) DOOR 19. REMOVE AND DISGARD OUTDOOR PATIO DOOR. THE OPENING TO BE FRAMED AND FILLED. INSTALL MIRROR INSIDE THE FORMER OPENING -SURROUNDED BY (E) TILE WORK FRAME. 21. REMOVE (E) MASTER B.R. DECK COVERING AND REPLACE WITH (N) WATERPROOF DECKING. 22. PATCH, FILL, REPAINT AS NECESSARY. 23. RE -STUCCO (E) FIREPLACE 24. NEW ROOFING (FINISH ONLY) 25. REPAIR MINOR WATER DAMAGE AND REPAINT (E) CEILING 26. NEW 72" X 48" SLIDING WINDOW (VINYL.) HT. TO MATCH (E) (TYP.) 27. NEW 32" X 48" FIXED WINDOW (VINYL.) HT. TO MATCH (E) (TYP.) 28. 4"X4" END -POST AND CLAD 29. NEW CEILING 30. REPAINT (E) DOOR AND REPAIR (E) DOOR HANDLES AS NECESSARY 31. PAINT ATTIC HATCH:��' 32. PAINT SHOWER CEILING AND BATH ROOM WALLS ! " 4 34. (N) 24" X 36" SINGLE HUNG WINDOW (VINYL.) HT TO MATCH (E) (TYP.) 205 I m E us 35. (N) CONCRETE STEPS @ 14" RUNNERS X 7" RISERS(FIELD 'VERIFY) WIDTH: WEST OF PLANTER 4'-O", EAST OF PLANTER BY REAR ENTRY 9'-11" TO EDGE OF PLANTER(FIELD VERIFY) AND ROUND THE CORNER AS SHOWN. ` CI t;k- 44. PLACE LIGHT ABOVE SINK. 45. SAVE AND RE -USE (E) WASTE DISPOSALI (N) FAUCET TO BE SUPPLIED BY CLIENT 46. (N) 4" BASE TO MATCH HEIGHT OF BASE DETAIL ON BUILT-IN CABINET IN DINING ROOM + PAINT BASE. 47. (N) 5 112" BASE IN LIVING ROOM + PAINT BASE 48. REPAIR BEDROOM 2 CLOSET DOORS 49. REUSE (E) LIGHTS FROM DOWNSTAIRS BED/OFFICE ROOM. 50. PAINT ENTIRE EXTERIOR OF MAIN HOUSE (E)+(N), AND GARAGE (TYP.) 51. BASE BOARDS IN (N) KITCHEN AND (N) ENTERTAINMENT ROOM TO MATCH WORKSHOPIOFFICE BASE SIZE AND COLOR. 52., FAUCET, TOILET ROLL, AND TOWEL RAIL SUPPLIED BY OWNER k 53. LONG BOWL TOILET 54. REPAIR CURTAIN DRAW STRING. 56. GLASS SPLASH -GUARD A lL THIS SET OF CONSTRUCTION DOCUMENTS, INCLUDING ALL IDEAS AND ESIGN , ARE MEANS OF PROFESSIONAL SERVICES AS THE PROPERTY OF KIEGGO CONSTRUCITON INC (K.C.)., AND IS NOT TO BE USED IN EITHER ENTIRETY OR PARTIALLY FOR ANY OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF K.C. THE REPRODDCUTION OR MODIFICATION OF THIS DOCUMENT: WITHOUT THE PRIOR WRITTEN CONSENT OF K.C. IS PROHIBITTED. THIS DOCUMENTATION INCLUDES NEW WORK AND DOES NOT NECESSARILY INCLUDE AS - BUILT OR EXISTING CONDITIONS. KIEGGO CONSTRUCTION IS NOT WARRANT, IN ANY WAY, THE ACCURACY OF THIS INFORMATION, AND SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCY BETWEEN THIS DOCUMENT AND EXISTING CONDITIONS. TITLE_ f PLANS DATE - 03.07.0.1 ARTIST at SCALE 114"=Il JOB NO.� !SNA-1932-09 SHEET -----_-/ l� � I I� ®I I II I I! I !I I I a 1 I I I I I I I i I 00, ollf I 1 Bars srr err smr a a ease a® srs se wsr .... �. awe .� err aeesr wrr w®® 777 a." FLOOR ROOF TO REMAIN AND RE -ROOF rer meo .e.r rr. � rr .•.e �ar®� sears o® ®r a� +car ae� sa® .ate nmw eaeaw a®r stye ors orm asw ass awn �s errs erns �v I � I I 1 ® II i � .rr rr ensues ar reeso .io ®� rr srs o.rue "rr err errs rer err mr or rerr were tyre .... o ws� w®n rrr , rrr .nrr .sr .r.r r.ree rr ao rr I ! I { I li (IN) REAM DECK I I I� I I I I � ! Z FLOORi • OVER THE ADDITION @ S• . 1 s ROOF FINISH TO MATCH RE-ROOFINGNEW i i r ,R I.rs � era Yrr r.® .a.r .sees ...w auw ...r cos sr .rsr ors ors w... rsow ..e.. scar ®®su .r. wer � f OF I ff I / I ( GARAGE/WORKSU& I (NO44EW ROOF OR)rE- ROOI1G) I NOTE: RE —ROOF RESZDENCE r' ONLY,FXNZSH STRUCTURALLY). FRAME ABOVE THE ADDED SQUARE FOOTAGE IN THE APPLY AN ALL (N) ROOF AND ROO RESIDENCE. D PLANS] ® ff I t 640 ®®am �wm ® "an arse .rr .... ... wsr .rs ..r I f 1 I i IG�wr..rr � .r. w.r. sue® .� www .r. errs r.r .rr wwr wer ores w.er rrsr .ner �e rnr. err .ra w.r .e.r tyre ®r. tyre wear w.r rer wrr -r.. awr `err ..en ary wr. ere � ..er rn. aunty woe rr. w® srss rA WHERE "ROOFING" IS INDICATED ON THE DRAWINGS PROVIDE: CEDAR SHAKE, FIRE TREATED AS REQUIRED BY CITY STANDARD. FTX, CEDAR PLUS, "DURASHAKE", FST AND CHEMCO FIRE RETARDENT—TREATED WOOD SNAKES — P.O. BOX 875, FERNDALE, WASHINGTON 98248 INSTALL PER ICBO ER 5404 AND MANUF. RECOMMENDATIONS SHAKE (SHINGLES) 0/ 30# ROOFING FELT U.L. CLASS "B" OR "C" ROOF COVERING INSTALL o/ 30# ROOFING FELT REVISIONS d NMI THIS SET OF CONSTRUCTION DOCUMENTS, INCLUDING ALL IDEAS AND ESIGN , ARE MEANS, OF PROFESSIONAL SERVICES AS THE PROPERTY OF KIEGGO CONSTRUCTTON INC (K.C.)., AND IS NOT TO BE USED IN EITHER ENTIRETY OR PARTIALLY FOR ANY OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF K.C. THE REPRODDCUTION OR MODIFICATION OF THIS DOCUMENT WITHOUT THE PRIOR WRITTEN CONSENT OF K.C. IS PROHISITTED. THIS DOCUMENTATION INCLUDES NEW WORK AND DOES NOT NECESSARILY INCLUDE AS - BUILT OR EXISTING CONDITIONS. KIEGGO CONSTRUCTION IS NOT WARRANT, IN ANY WAY, THE ACCURACY OF THIS INFORMATION, AND SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCY BETWEEN THIS DOCUMENT AND EXISTING CONDITIONS. 4b M f ' 1 • t t t ARTIST IAFI SCALE N 4 i I i SHEET NO CHANGE IN HEIGHT im 10'-7" A.F.F. T.O. ALL NEW RIDGE 8'-0 " A. F F T.O. W (NEN 0 1. STAZNED CONCRETE FLOOR 2. CONCRETE FLOOR TO MATCH (E) ENTRY DECK PRPP-ox A&" f-AA-utz"'i -X� P� 3. NEW SCRATCH COAT STUCCO 4; WZNDOW SZZES CALLED OUT PER NOTES S. NEW GAS OUTLETISTUB FOR♦ t VERZFY LOCATZON) r NEW KZTCHEN CABZNETS, COUNTERSAND COUNTERTOPS LOW WALL♦ ! ♦ r COUNTERTOP # MATCH KZTCHEN), CONNECTED TOHEZGHT-POST AT THE END. 8. A f r♦ .♦! LOCATZON (FZELD 9. t , CONDUZTZNSZDE EXTERZORBEFORE PATCf t PAZNT 10. WOOD t • 11. STONE TOP 13. DUTCH EXTERZORDOOR WIGLASS UP, SEA-GRASS14. FLOOR 15. SEE A2.1 18. ►:. y DOOR 19. REMOVE AND DZSGARD OUTDOOR PATZO DOOR. THE OPENZNG TO BE ' ♦ t ' t BY (E) TILE WORK FRAME. t PROVZDE NEW DOUBLE REMOVE21. t WATERPROOF t.. 22. PATCH, REPAZNT I NECESSARY. RE-STUCCO23. FZREPLACE 25. APPLY ►. ,SHZNG WHERE AND ,. , i TCH AS •♦ rBEDROOM t♦ :r VESTROOM T THERE ARE ONLY ! t ♦ WS ZN THE SCOPEOF PROJECT. THEY ARE BOTH LOCATED AREA ZN FRONTOF (CORNER r • CZj 20322205 12� cE�ffi 27 I ' 22 I m AST LEFT) ELEVAAAUZON X" i D I REAR ELEVATION ® /I 9. CAL . 4 �- 22 22 3 NO CHANGE IN HEIGHT TING TOP OF WA NO CHANGE IN HEIGHT 10'-7" A. F. F T.O. ALL NEW RIDGE _ 8'-0" A.F.F. T.O. W (NEW) FINISH FLOOR 24 x❑❑tea❑ } c L t Ysf'No ;3' t'g71�- a LLL_ a, J t c tea + iwv zz�❑i� eta tE+i� v�s��d�J �.-es�; L-a sA a % --,7Z.-0 �t t T.O. ALL NEW RIDGE 2a f?---, — "=t:Eom--- J —- W-V"A.F F T.O. W (NEW) 3; e FINISH FLOOR fl 0 0 ZL THIS SET OF CONSTRUCTION DOCUMENTS, INCLUDING ALL IDEAS AND ESIGN , ARE MEANS OF PROFESSIONAL SERVICES AS THE PROPERTY OF KIEGGO CONSTRUCITON INC (K.C.),, AND IS NOT TO BE USED IN EITHER ENTIRETY OR PARTIALLY FOR ANY OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF K.C. THE REPRODDCUTION OR MODIFICATION OF THIS DOCUMENT WITHOUT THE PRIOR WRITTEN CONSENT OF K.C. IS PROHIBITTED. THIS DOCUMENTATION INCLUDES NEW WORK AND DOES NOT NECESSARILY INCLUDE AS - BUILT OR EXISTING CONDITIONS. KIEGGO CONSTRUCTION IS NOT WARRANT, IN ANY WAY, THE ACCURACY OF THIS INFORMATION, AND SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCY BETWEEN THIS DOCUMENT AND EXISTING CONDITIONS. TITLE ELEVATION Y t DA TE Os.©7A _ ARTIST a i SCALE } 114" Jo NCB, ISNA-1932-01 SHEET EVE A 12 -0--i—x2l ;— 21-011 31-011 21-011 --; <-5> goo BDR2436 (o Q0 co/ co oo, 80 x 60 6\ co K co ITCHEN ISLa. AND 'coo/ 400 sq ft J BDR2436 L 21-011—/-- 21-0ll <�✓ ll�> V4 21-911 40 T— W1530 W3030 /WQTrash' Putt '6ut, c2' 'l�binet BD3036vs im ) -T- wl W3030 W3030 m 20 m f 0- 0 t qkbbl E1/IS IONS : THIS SET OF CONSTRUCTION DOCUMENTS, INCLUDING ALL IDEAS AND ESIGN , ARE MEANS OF PROFESSIONAL SERVICES AS THE PROPERTY OF KIEGGO CONSTRUCITON INC (K.C.)., AND IS NOT TO BE USED IN EITHER ENTIRETY OR PARTIALLY FOR ANY OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF K.C. THE REPRODDCUTION OR MODIFICATION OF THIS DOCUMENT WITHOUT THE PRIOR WRITTEN CONSENT OF K.C. IS PROHISITTED. THIS DOCUMENTATION INCLUDES NEW WORK AND DOES NOT NECESSARILY INCLUDE AS - BUILT OR EXISTING CONDITIONS. KIEGGO CONSTRUCTION IS NOT WARRANT, IN ANY WAY, THE ACCURACY OF THIS INFORMATION, AND SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCY BETWEEN THIS DOCUMENT AND EXISTING CONDITIONS. 4 4 ti • TITLE _gkEyqk T A 1 4 _j___ DATE 03.07A ARTIST a I SCALE 112" = I JOB NO. �SNA-1932-01 SHEET GENERAL NOTES | 1. EXCEPT WHRERE VORE STRINGENT REQUIREMENTS ARE NOTED ��0WN0N�E'PL�S.W�KM0V��& 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 M0llF|ED OF ANY DISCREPANCIES. 3. WORKING DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS. 4. ITEMS IDENTIFIED 3Y TRADE NAMES MAY BE SUBSTITUTED BY APPROVED EQUALS, 5. NOTES 8c DETAILS ON DRAWINGS SHALL PRECEDE THESE GENERAL NOTES REMODELING NOTES 1. PROVIDE ANY SHORING �� OR BRACING PR/DR TO REMOVING EXISTING��TlN� WALLS, BEAMS, DR SUPPORTS FOR CONSTRUCTION. REMOVE SHORING ONLY WHEN NEW SUPPORTS ARE IN PLACE ' AND SECURED, 2. PROVIDE RED HEADS INTO EXISTING CONCRETE AT ALL SHEAR WALLS PER MFG. SPECIFICATIONS, BEE 'SHEAR WALL SCHEDULE FOR SIZE AND SPACING. 3. PROVIDE SIWPSOM 5T-6224 BETWEEN NEW WALLS AND EXISTING WALLS AT THE DOJBLE TOP PLATE. 4, THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WHETHER DR NOT SHOWN ON DRAWINGS AND PROTECT THEM FROM D0 NOT CUT POST TENSION SLABS. CONTRACTOR TO DETERMINEE)#SllNOCONB!TlONSpR<OR TO START OF CONSTRUCTION. 6. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS FOR BEAMSFOOTINGS, BE�� AND JOISTS, SIZES LOCATIONS ETC. AND SHALL NOTIFY THE ARCHTECT Jc ENGINEER OF ANY DISCREPANCIES. 7. DOWEL NEVVINTO EXISTING SLABS 4 REBAR <�24" O.C. AND VV ENGINEERING NOTES FOOTINGS /DOWElS TO MATCH NEVvRE|NF. SIZE/LOCATION. CONCRETE1. �����T� SLABS ON GRADE HAVE NOT BEEN DESIGNED BY THE STRUCTURAL ENGINEER. 2. THENBRAT!ONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. 3. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION, BRACING SHOR(N(�,TEWP(}R/�RYSUPPORTS ETC., IS THE SOLE RESP{)N5- ^ >BUTYOF THE CONTRACTOR, AND HAS NOT BPEN CONSIDERED BY THE STRUCTURAL ENGINEER. THE CONTRACTOR IS RESPONS- iBLE FOR THE STABILITY OF THE STRUCTURE DURING THE ENTIRE COURSE OF CONSTRUCTION. THE ENGINEERSHALL NOT BE HELD RESPONSIBLE FOR, FIELD (MPECTlON/68SERVAT(0N OF THE ABOVE ITEMS. 4. ALLOWABLE SO|L� PRESSURE TO BE A MINIMUM OF 1000 PSF UNLESS ASOILS REPORT |S PROVIDED. SOILS IN THE BUILDING AREA /t 5 FEET BEYOND SHALL BE COMPACTED TO A MINIMUM OF 9O�� RELATIVE COMPACTION PER U-R.C. SOILS REPORT BYi CTE" INC, DATED MARCH 3^ 2000 JOB NO. 40-0778 STRUCTURAL SYMBOLS �\|N0CATES SHE/\R WALL, SEE FOUNDATION 8o0R FRAMING PLAN �� AND SHEAR WALL SCHEDULE FOR TYPE, SILL BOLTING, SHTG ETC' NOTE: FOR SILL BOLTING ATENSllNSF0OTlNG5 USE ""RED HEADS" |C80�372 THE SAME SIZE &c SPACING AS CALLED FOR ON PLANS (MIN 2 3/4" EMBED). INDICATES POST ' BEAM) -- MIN.' POST SIZE/TYPE AS FOLLOWS U.N.U,: SIZE- BEAM �� POST SIZE 4 X 14 8x SMALLER 2-2X4 NAILS 0d N�S 12p 0'�. 6 X 12 /� SMALLER 3-2X4 YY/18d NAILS ��12~ O.C. 4 X 16 ^� LARGER 4X4 G % 14 8c LARGER 4X6 SEE H()[DOWN DETAILS AND TYPICAL WALL FRAMING FOR FURTHER POST SIZE REQUIREMENTS. POSTS ARE TO CONTINUE DOWN' TO FOUNDATION. FOUNDATION NOTES GENERAL 1. SOIL BENEATH FOOTINGS AND SLABS SHALL BE COMPACTED PER U.B.C. (9D�) RELATIVE COMPACTION MINIMUM. 2- THE SOILS [N0NEER SHALL INSPECT THE FOUNDATION PRIOR TO POURING OF CONCRETE AND SHALL VERIFY THE SOIL BEAR- ING PRESSURE TO BE 1000 PSF MIN OR PER THE SOILS REPORT' - 3- SLAB ON GRADE: 5 INCH. CONCRETE SLAB WITH <�1O" E.W.(�CENTER OF SLAB OVER Y INCH. OF SAND OVER 6 MIL,\0SQUEEN OVER COMPACTED SOILS U.N.O. VERIFY WITH FOUNDATION PLAN FOUNDATION PLAN SHALL GOVERN OVER THIS GENERAL NOTE, 4. NO TRENCHES OR EXCAVATIONS FIVE FEET IN DEPTH OR GREATER INTD WHICH A PERSON SHALL BE REQUIRED TO DESCEND SHALL BE MADE N8THOUTPROPER PERMIT. 5. THE MINIMUM BOLTING FOR SILL PLATES TO FOUNDATION SHALL BE AS FOLLOWS: 8" DIAMETER ANCHOR BOLTS WITH 7" MIN EMBEDMENT IN CONCRETE WITH SPACING NO GREATOR THAN 4 FEET O.C. NOR FURTHER THAN 12" FROM CORNERS (MIN 2BOLTS PER PIECE). SEE THE FOUNDATION PLAN @: SHEAR WALL SCHEDULE FOR FURTHER BOLTING REQUIREMENTSO. PIPES OR DUCTS THAT EXCEED ONE THIRD THE SLAB OR CONC. WALL THICKNESS SHALL NOT BE PLACED IN STRUCTURAL CONIC. UNLESS SPECIFICALLY DETAILED. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES, ACCESSORIES, ETC. 7. PIPES �Y 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, GR00VES, ORNAMENTS CUPS DR GROUNDS REQUIRED TO BE CAST -,IN CONCRETE, AND FOR LOCATIONS OF FLOOR FINISHES AND SLAB DEPRESSIONS. 10. LOCATION OF POUR JOINTS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. 11. WHERE SIMPSON STRONG WALL SHEARWALL IS INDICATED ON PLANS THE CONTRACTOR MUST USE STRONG WALL TEMPLATE. 12. THE CONTRACTOR SHALL CALL THE ARCHITECT FOR AN INSPECTION 48 HOURS PRIOR TO POURING CONCRETE. THE ARCHITECT IS UNDER NO OBLIGATION TO PROVIDE THE INSPECTION CONCRETE1. UNLESS QTHER/�SE NOTED ON PLANS CONCRETE SHALL BE TYPE i| WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS. CEMENT SHALL CONFORM TO A.S.T.W. CX-150 FINE 8x COURSE -AGGREGATE SHALL CONFORM TO A.S.l�kJ. C-33' DRAINAGE NOTES 1. MINIMUM GRADIENTS ARE AS FOLLOWS: EARTH= 1y� PAV|NG=,5J3 2. POSITIVE DRAINAGE AWAY FROM STRUCTURES SHALL BE AS FOLLOWS:_ 2yJ WIN TO 21�; MA$WALES TO BE 3 FEET MIN AWAY FROM STRUCTURES. X 9BNF0RCING STEEL LUMBER 1 �E)N��N���L ����4OHA�� �ANDL��� ' ^ ` ^ 1 �� 0�B� SHALL BE DOUQL� RR � �E ���NQ ' GRADES UNLESS OTHERWISE NOTED (MAX MOISTURE CONTENT GRADE GO PER A'S^T^k� ' A01�' SHALL NOT EXCEED 18% /t GRADED IN ACCORDANCE WITH THE LOW HYDROGEN WELDING RODS SHALL BE USED FOR ALL WEST C{)ASTLUKXBERk�ANS ASSOCIATION.) 2. WELDING OFREiNFDRC}NG BARS. REPETATlVE USE MEMBERS ^ 3. BARS NOTED AS "8ONT "TYPICAL WALL REINFORCING AND STUDS & PLATES NO. 2 VERTICAL COLUMN REINFORCING SHALL HAVE A MINIMUM JOISTS &: RAFTERS SpUCE OF 50 BAR DIAMETERS LAP IN MASONRY OR 2X4 TO 4X4 INCLUSIVE NO.2 40 BAR DIAMETERS MINIMUM IN CONCRETE.. 2X8 TO 3X18 INCLUSIVE N0.2 4. REINFORCING SHALL BE SPLICED QNLY AS SHOWN OR NOTED. SINGLE USE MEMBERS OTHER SPLICES SHALL BE APPROVED BY THE STRUCUR/\L BEAMS ENGINEER, ` 4% N0,2 5 SPLICES IN ADJACENT HORIZONTAL WALL REINFORCING BARS SX OR LARGER NO.1 `SHALL BE STAGGERED 4 FEET UNLESS OTHER WISE NOTED. POSTS & MULLIONS 4X4 /b SMALLER N0.� 6. PROVIDE DOWELS IN FOOTINGS AND/OR GRADE BEAMS THE 4X6 8; LARGER N0.2 SAME SIZE AND NUMBER AS VERTICAL WALL OR COLUMN 6x6 8: LARGER NO1 REINFORCING. DOWELS SHALL HAVE A MINIMUM PROJECTION MISCELLANEOUS LUMBER, EQUAL TO STANDARD LAP SPLICE UNLESS OTHERWISE NOTED' BLOCK|NG^FURRING, ETC. N0.3 7. ALL REINFORCING, ANCHOR BOLTS, AND OTHER INSERTS DECKING 8c SHEATHING SHALL BE SECURED IN PLACE PRIOR TO PLACk4ENT OF 2X.3X,4X C0MKX'L DEX. CONCRETE OR GROUTING OF MASONRY. 2. ALL WOOD BEARING ON CONCRETE OR MASONRY IF LESS THAN 8. PROVIDE THE FOLLOWING MINIMUM PROTECTIVE COVERING OF 4 FEET FROM GRADE SHALL BE PRESSURE TREATED D0UQ RR. CONCRETE: 3' CLUED -LAMINATED 000D BEAMS SHALL BE DOU0LAS FIR COMB. ~ *) O�PS|. Fv=1S� PSI, E=180.QOO PSI) -� -` - '- `- - n�� ' BELOW GRADE UNFORMED) 3 CLEAR INDUSTRIAL APPEARANCE WITH EXTERIOR GLUE UNLESS ' ° �FORMED) BELOW GRADE 2 CLEAR OTHERWISE NOTED ON PLANS. A CERTIFICATE OF INSPECTION WALLS 1^CLEAR 1'5,CLEAR FOR EACH GLU-LAM BEAM FROM AN APPROVED TESTING AGENCY COLUMNS TO BE SUBMITTED AND APPROVED BY THE BUILDING DEPT ' BEAMS AND GIRDERS 1.5"CLPAR PRIOR TO ERECTION. 'USE V8 FOR CANT. BEAMS AND STRUCTURAL SLAB (ABOVE GRADE) 3/4°CLEAR " V4 FOR SIMPLE SPANS BEAMS] 4. ALL STRUCTURAL PLYWOOD SHALL BE IN ACCORDANCE WITH 9. NUMBER 5 09 LARGER REINFORCING BARS SHALL NOT BE P.S, 1-74 RE -BENT WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. 5. WOOD POSTS TO BE OF DECAY RESISTANT SPECIES OR PRESSURE TREATED. FRAMING NOTES 1" ABOVE ADJACENT SLAB AND G" ABOVE S0|L, U.B.C. 2386^5 FRAMING SHALL COMPLY WITH SECTION 2.325 OF THE U.B.C. LATEST PSL - PARALLEL STRAND LUMBER. (LSL, LVL, PARALLAM, MiCORLLAM ETC.) EDITION. 1. ALL PSL LUMBER SHALL COMPLY WITH ICB0 REPORT ER 4979 rn THE CONTRACTOR SHALL OBTAIN A COPY OF THIS REPORT /VVVYVV.iOBOF�.0��` 1. USE S|kdpSON U-HANGERS {)N ALL JOIST/BEAM/BEAM �BEAk� CONNECTIONS SHALL BE KNOWLEDGEABLE OF ALL THE REQUIREMENTS ` ' UNLESS NOTED ON PLANS. AND MAINTAIN A COPY ON THE JOB3|TE FOR FRAMING STAFF, 2, ALL POSTS SHALL HAVE SIWPS<]N "p[° CONNECTORS AT TOP "BC" "BCO" - - NAILING SCncue�c (PER TABLE 23 | ()\ AND 8|WP3ON OR CONNECTORS AT BASES UNLESS , 0THGRVV|3E NOTED ON PLANS. THIS NAILING IS TYPICAL UNLESS OTHERWISE NOTED 3. ALL CONNECTING HARDWARE, JOIST HANGERS, TIE STRAPS ETC' NAILS SHALL BE BOX OR C0KdkA0N WIRE SHALL BE S(k8PS0M "ST0NG-TIE" UNLESS OTHERWISE NOTED OR SpEC|F|CLY DETAILED CONNECTIONS SHALL BE NAILED SHOWN ON PLANS. WITH COMMON WIRE NAILS. 1 SIZE, SPACING 8HEIGHT LIMITS FOR ,vD� STUDS ARE A� FOLLOWS / -J0STS OR RAFTERS TO SIDES OR STUDS 8 INCHES IN DEPTH OR LESS------------- 3-16d (UNLESS OTHERWISE NOTED ON PLANS): FOR EACH ADDITIONAL 4"DEPTH ADD --------- 1-15d 2X4 0 18~OC(BEARING SUPPORTING A MAXIMUM OF ONE -JOISTS DR RAFTERS AT ALL BEARING FLOOR AND ONE ROOF SHALL HAVE A MAXIMUM TOE NAIL EACH SIDE------~------------- 3-8d HEIGHT OF 1O FEET -STUDS TO BEARING -TOE NAILS EA. SIDE ------ 2-8D 2X4 0 18°OC(NON-BEARING WALL) SHALL HAVE A MAXIMUM -BLOCKING BETWEEN JOISTS/RAFTERS HEIGHT OF 14 FEET TO THE JOISTS/RAFTERS TOE NAILS EA SIDE ---- 2-l0d 2X0 0, ih,`OC (BEARING WALL) SUPPORTING A kA%iWUW OF TWO FROM BLOCKING TO BEARING TOE NAILS EA S|DE-2-10d FLOORS AND A ROOF SHALL HAVE A MAXIMUM -BLOCKING BETWEEN STUDS HEIGHT OF 10 FEET. AT EACH END -TOE NAILS -----------------2_1Ud 2X0 @ 15"OC (NON-BEARKVG WALL) MAXIMUMAX!MAXIMUMMAXIMUMHEIGHTEND {� 2Q FEET NA|LS-----------------2-16dGHT _pR0CRESS)y[ RL00K|Ng 2. RAKE WALLS AJDACENT TO SLOPED CEILINGS SHALL BE BALLOON RAFTER TO BLOCK & BLOCK TO CONT. NAILER--2-18d FRAMED. DOUBLE TOP PLATES SHALL ALWAYS BE SUPPPURTED BY -MULTIPLE STUDS A ROOF OR CEILING D}APHRAW. (STAGGER NAILS ON STUDS WIDER THAN 4'')--16dO24~OC 5 SHEAR VVALL PANELS MUST BE CONTINUOUS TO THE TOP PLATE AT �080N T0 STUDS -RIBBON 1% H��E9ON - -� 2 �d --------- -- ------------ - ROOF FRAMING. SHEATHING SHALL HAVE ALL EDGES BLOCKED �b THE ----- ---------------�--- - 2X RIBBON ~^ 2 18d APPROPRIATE SMEAR TRANSFER THRV CEILING OR SOFFIT FRAK8iN,. DOUBLE TOP PLATES {� AND NOTCHING 0F WALL STUDS SHALL BE PER UBC 4 . oomn /^ LOWER PLATE TO STUD ----------------- 2-16d /2�?�l1 B �� 1�\ ^ ' ' ' / , UPPER TO LOWER PLATE--------------1Gd@�� UC NOTCHING k8A0W|UK4: 257� OF WIDTH ON BEARING WALLS AT SPLICES "M|N'ON EACH SIDE 40% OF WIDTH ON NON -BEARING WALLS ` OF BUTT IN TOP PLATE ----------------- O-1Gd BORING MAXIMUM: 40% OF WIDTH ON BEARING WALLS UPPER TO LOWER PLATE 60% OF WIDTH ON NON -BEARING WALLS. AT INTERSECTIONS --------------------- 8-10d NDT& A K4|N 8"CLEARANCE FROM EDGE OF STUD TO HOLE -CEILING STRIPS SHALL BE PROVIDED. 1X4 PER BEARING TYPE -8d 5. DOUBLE 2X TOP PLATE SHALL BE LAPPED 48" AT ALL SPLICES 2X3 PER BEARING(STRONGHOLD TYPE ---1-1Sd AND SHALL OVERLAP AT CORNERS. -PLYWOOD NA0NG(SEE DETAILS &/OR SCHEDULES 0 WALL BRACING SHALL BE PROVIDED BC / 232~ ~ ' -BUILT UP BEAMS 2Od��2"DC AT TOP AND BOTTOM PROVIDE 1X6 LET -IN BRACING APPROX. 4� DEGREES) EVERY '� ' ' STAGGERED 2-20� 0> END -1XO LET -IN BRACES, EACH BEARING.—------2-8d 25` IN ALL STUD WALL NOT SHEATHED.BRAOES TO RUN CONTINUOUS FOR (PRE -DRILL HOLES - R NAILS) FROM TOP PLATE TO SILL PLATE. ` / FRAMING -FLOOR STRUCTURAL STEEL 1' SHEATHING (MIN) 3/4"STRUCTURAL [ T '� G PLYWOOD -- '�''- 1^ STRUCTURAL STEEL SHALL CONFORM TO STANDARD SPECIFIC - PANEL NO. PAN�L �'' WITH EXTERIOR GLUE. USE 1Od NAILS a�/ /n `n ' All0V FOR STRUCTURAL STEEL FOR BRIDGES OR BUILDINGS " AT �"()C AT ALL EDGES' BOUNDARIES, SHE/\RVVALLS �� 10 ()C A'S.T.M. A36. FIELD.BLOCKING S REQUIRED UNLESS NOTED ON PLAN' '`~ ALL EDGES BLOCKED AT DECKS. 5/8 STRUCTURAL { T&G PLYWOOD 2' FABRICATION SHALL COMPLY WITH THE LATEST A.|^S.C. SPECS. MAY BE SUBSTITUTED ONLY WITH PRIOR APPROVAL FROM ARCHITECT. 3. ALL BOLTS FOR STEEL MEMBERS SHALL CONFORM TO A.S.Th4. 2. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL NON- A-307 UNLESS OTHERWISE NOTED. BEARING PARTITIONS. 4. HIGH TENSILE BOLTS WHERE INDICATED ON THE PLANS OR J. PROVIDE CONTINUOUS BLOCKING BETWEEN FLOOR JOISTS UNDER DETAILS SHALL BE THE FRICTION TYPE AND THERE SHALL BE BEARING WALLS WHICH ARE PERPENDICULAR TO J0STS, NO PAINT, 0L' LAQUER OR GALVANIZING BETWEEN THE CONTACT FRAMING AROUND OPENINGS: TRIMMER AND HEADER J0|�T� SURFACES.HIGH TENSILE BOLTS SHALL CONFORM TO SHALL BE DOUBLED AND SUPPORTED BY HANGERS PER CODE A ' ' ' ' - 325 0R A-4987�k4 3 A /UBC 2326\, 5. PIPE COLUMNS SHALL CONFORM TO A'S.T.W. A-53 GRADE B FRAMING -ROOF 8, STEEL TUBE SHAPED MEMBERS SHALL CONFORM TO A.S.T.kX. I. ROOF SHEATHING (MIN) 1 /2~ STANDARD PLYWOOD PANEL INDEX A-501 OR A-5O0 GRADE B. NO, 24/0 WITH EXTERIOR GLUE, USE Od NAILS AT 6=OC AT 7` WHERE FINISH IS ATTACHED TO STRUCTURAL STEEL, PROVIDE ALL EDGES BOUNDARIES AND SHEAR WALLS 8e 12° OC FIELD. HOLES FOR 1 0 WELDED STUDS AT 4 FEET O.C. FOR THE NO BLOCKING IS REQUIRED UNLESS NOTED ON PLAN. ATTACHMENT OF N/\|LFRS. SEE ARH|TECTURAL DRAWINGS FOR 2. FRAMING AROUND OPENINGS: TRIMMER AND HEADER JOISTS FINISHES. SHALL BE DOUBLED AND SUPPORTED BY HANGERS PER CODE D. BEAM CONNECTIONS SHALL COMPLY WITH "FRAMED BEAM PER TABLE 23-1-V-J-3\ CONNECTlONS" A.1.3.C. PART 4^ TABLE 1` USING 3/4" D{A. 1` CEILING JOISTS SHALL BE 2X6 016"0.C. (MAX SPAN=17'-8 " ) A307 BOLTS ('B')' � 2 {�E|L|NO JOISTS SHALL �E 2X� �NO"0 C (MAX�PAN=�3'-4' \ ' ' B OPEN WEB JOISTS SHALL COMPLY WITH THE STANDARDS 0F � " " "THE ' ` ' STEEL JOIST )NST!TUTE . FRAMING- JOISTS/R AFTER S 1. BORING AND NOTCHING OF JOISTS SHALL BE AS FOLLOWS: STEEL WELDING�TS (UBC 2328-12-4) 1' WELDING SHALL BE DONE BY THE ELECTRIC SHIELDED ARC BORING -MAX D|A OF HOLE SHALL NOT EXCEED OF PROCESS AND SHALL COMPLY WITH A.YV.S, SPECIFICATIONS FOR DRESSED DEPTH OF JOIST WITH A KJ1NIKXUkd EDGE WELDING AND FABRICATION. CLEARANCE OF TWO INCHES. 2. WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS WHO NOTCHING- MAX DEPTH AT ENDS SHALL NOT EXCEED 4 ARE APPROVED BY THE LOCAL AUTHORITY. OF DRESSED DEPTH. NO NOTCHING IS ALLOWED IN THE CENTER THIRD OF THE JOIST SPAN. J. ALL FIELD WELDS SHALL HAVE CONTINUOUS INSPECTION PER NOTCHING IN OTHER LOCATIONS SHALL BE ON THE UBC /300.5.B\ UNLESS OTHERWISE NOTED, COMPRESSIVE SIDE WITH A MAX DEPTH OF 1 /6 4. ALL BUTT WELDS SHALL BE FULL PENETRATION U.N.O. OF THE JOIST DEPTH. 5' A CERTIFICATE OF FABRICATION FROM THE SHOP PERFORMING 2. WHERE THREE OR(MULTI THE JOISTS WELDING OR A REPORT FROM THE SPECIAL INSPECTOR MUST SHALL BE BOLTED TOGETHER WITH 1 D|A MACHINE BOLTS W/ BE FURNISHED TO THE JOB INSPECTOR PRIOR TO FRAMING WASHERS AT 24"0C STAGGERED. BOLTS SHALL BE REllGHT[NED APPROVAL. PRIOR TO APPLYING FINISH MATERIALS. J. JOISTS/RAFTERS SHALL LAP AT SPLICES A �N. 0F 4 INCHES GRADING NOTES ` WITH 3�-16d NAILS OR USE SiMPSON 3T 2115 0 48 INCHES O.C. 1. A GRADING PERMIT SHALL BE OBTAINED PRIOR TO ANY GRADING. 4. CROSS BRIDGING OR 2X BLKG.SHALL BE PROVIDED @ 8'-0~ 0,C' 2. ALL FILL ONE FOOT & GREATER SHALL BE CERTIFIED AND MAX. FOR ALL JOISTS AND RAFTERS MORE THAN 8" IN DEPTH TESTED AS TO RELATIVE COMPACTION PER U.B.C. 5. 2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR J.. ALL FILL SHALL BE COMPACTED IN ACCORDANCE WITH CHAPTER RAFTERS AT ALL SUPPORTS' 70 OF THE LATEST ADOPTED EDITION OF THE U.B.C. 4. ALL UTILITY TRENCH BACKFILLS SHALL BE IN ACCORDANCE WITH l' ALL BOLTS BEARING ON WOOD SHALL HAVE WASHERS UNDER HEAD THE SOILS ENGINEERS RECOMMENDATIONS. OR NUT. SEE SCHEDULE 2. ALL BOLTS SHALL BE REllGHTENED` PRIOR TO APPLICATION OF PLY- WOOD' PLASTER ETC, 3. HOLES FOR BOLTS SHALL BE BORED 1 /32, TO 1 /10" LARGER THAN NOMINAL BOLT DIAMETER. m ^6 'R' ' ILI 40 'D' CONCRETE ril BAR SIZES ��0� n uov ����������������0�� ���_�K�V������VK��� ^,��° FRAMING ANCHOR TOP AND BOTTIOMOFDOUBLE STUD OR POST 2-2x PLATES, SEE PLANS FOR SIZE AND REFERENCE TO SPLICES FOR HEADER SIZE, SEE PuVv 2x CRIPPLES AT 16' O.C. FIRE BLOCKING AT CEILING P�V�S���N�R�2m NOT AND "' TO EXCEED STUDS AND *35 FOR 2^6 STUDS, °-" O.C./ EACH SIDE NOTES FOR NAILING -/ USE 2-2x JAMBS FOR 4x10 AND 8x8 AND URGER HEADERS 1 STUD FOR INTERIORL�/ '''' END POST AT PLYWOOD SHEAR 2 STUDS FOR EXTERIOR my&lS If WHERE OCCURS W/ E.N. UNLESS� wDr[D OTHERWISE w(nE ---»--- STUDS sHmww ARE FOR wnKAT0w ONLY. ACTUAL LOCATION TO SUIT CowsTRuoTmw REQUIREMENTS, MAX. SPACING AT 16~ O.C. TYP WALL FRAMING BEAM EXTEND INTO WALL FULL WIDTH OF STUDS U.N.O. 18a AT 12" SIDE/ EA. CRIPF EXTEND STUDS FULL HEIGHT OF WALL 11,_ 11,. �� DOUBLE ~~""=~°^-^- LAYER ~ NOTE: ^L^ == 40 X B/R DIAMETER IN CONCRETE. U.N.O. "L" = 50 X EAR DIAMETER IN MASONRY, U'.M<}, REINFORCING 1 91 'Go (2) 2XCRIPPLES TYP. 0 BEAM OVER 8" USE 4% POST U.N.O. ON PLANS (CRIPPLE OR POST TO BE FULL WIDTH ON BW) MOTES: 1' WHERE BEAM INTERCEPTS TOP PLATE SPLICE USE ST6238 2. EfA(S). CAN SIT ON TOP PLATE ABOVE POST W/ E.P'C DR P.C. ~����� ���.��� ���� ����� � V � �- ���_��y�� K�� �������~ FOR SIZE AND SPACING OF JOIST ORRAFTER, SEE PLAN BOUNDARY NAILING (B.N.) ALONG CONTINUOUS PANEL EDGES-----�-�| TYPICAL INTERMEDIATE EDGE NAILING STAGGER PLYWOOD JOINTS 3/8�- MIN. EDGE DISTANCE FOR MAILS � - -- ' L0N] � DIMENSION OF PLYWOOD- EDGES. `--- TO RUN PERPIN0OViAR TO ONLY WHEN CALLED FOR ON PLANS) JOISTS �--� SIZE TO BE wo7s� PLYWOOD T0 BE MIN. � r-O` X 4�� INSPECTED PRIOR TO COVERING PLYWOOD LAYOUT WASHER SCHEDULE BOLT MALLEABLE IRON WASHER HEAVY PLATE WASHER STANDARD CUT WASHER NOTE: USE STANDARD CUT WASHER FOR ALL BOLTS EXCEPT THOSE IN H0LDOWN ANCHORS AND LEDGERS WASHER SCHE"'LILE NOTES: 41 /6d MAX. 1, BORED HOLE 8o NOTCH SHALL NOT OCCUR IN SAME SECTION. 2. NOTCHES SHALL NOT OCCUR IN MIDDLE 1/3 OF SPAN. ~�~�^�� �������� ����~�y�'��V���� 0 � F- v���Y��� NOTCHING �����y;��� f Al WIDTH WIDTH NOTCH IN STUD ff-liffiffiffulwo NOTE: BORED HOB 8c NOTCH SHALL NOT OCCUR IN SAME SECTION NON-13EARING BEARING PARTITION PARTITION TYP. STUD NOTCHING Aft 2X STUDS @ STAGGERED PLYWOOD WHERE O.C. � O�UFgT STAGGERED� ! � /2" LG� BLOCKING 0 TOP, POST WHERE BOTTOM, 8u MID -HEIGHT OCCURS --- STRAP PER PLAN W/ FULL LENGTH NAILS . , MIN. LAP DOUBLE TOP PLATES A' A" ^mw '^o 16a PER E.N. AT SHEAR WAI TOP PLATE SPLICE U.N.O. ON FRAM/MG PLAN PLATE SPLICE ���� ����� F-����� �� ���-��� �� w Z ' ui ui cl) REVISIONS DRAWN: CHECKED- ils DATE: 3/15/04 CM SCALE, AS NOTED SHEET 440 o 2X SLK'G. ST 2115 0 48" O.C. BEAM TO BEAM DETAILS'. SIMP. A35' BOTH 61DE (TYF) V) I X X X F— C-) LIJ ct� r-) cio CD x x m :D cc EXIST. HDR.'S — —A.- 6iT1du2fjmkwdMAbm BLOCKED DIAPHRAGM, -- 1/21' PLYWOOD CD-X STRUCT 11 (R-2416) W/$d NAILS 9 &"O.C, 5X AND E.N. AND 12" O/C FX (OR) RATED 065 - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - r:x5TING SLAB I I 0 `siA&'Vr eA9 W1 ata I 1 } # 0) EXISTING FT- C)P.PAC) IWI(4) 04 15AR ECH 11 A)-\,,53 53 WI(3) 1*4 BAR ECH.WA' jup BOTTOM' BOTTOM ., 12 r I 00 r L:f - — — — — — — I — — — — — — — — -- -T- — — — — — — — — w -93 F_ t, 31-011 oil P./F--A7D TYR T/(��:4 5AR H.WAY�Wd T we I LK(3 ) 4 IMIAR :HWAY' OTTO 63 LL X y 717 _l- x 4X4 P05T W P.TDr-. 51LL FL. W1 5/8" 0 A.525 m 16 "O.C, X CIO EX15TING FRAMING ATION PLAN 19C)FZ-' b 6 E;xvr. Hc>pvs rNO CHA�*E r! S� pow 4,flemwttL EX16T, HE` R's NO CH,4iN(,f, �7 FLJ�Z L "t-J r 4X8_f26T LU/FZPC 6074 5rDf::Jyp) EXISTING FRAMING BEARING WALL II A LOW Roof= MOVED WALL 63 -- I 1 �? I I' p ST6224 LUW r AROUt`tl7 TC LOW 0 x J3 TOP PLATE v -LAI YXII I FL. 5M.M. 2X6 RR ER4 S ER4S1S 2x(o Rpj 4 v Q 24"O.C. Q/ 4 V.G \ I TYP. -w- N 5 L 4.5' x cl� 4XE>4 1 xis 4Xro HDR. V-ST f-u(�o tJ_ 4, BLOCKED DIAPWRAGM: 11? PLYUMD CD-X STRUCT 11 TL-241o) W16d NAILS � (o"O.C. BXAND EX AND A uw2k Lk, 0 n (3 Lk L. - I cl P*p, E REKOv%ED wkt15nr_ occa r`j w) pu tL C GN N­ 16 MA111-5 IpsTh%k- PCOK -To 8 L, v , N �D I TV � Aj R-C cr. LL, � 1 w1, 20 -, L'i :> r) oz < 0 cL (3 LZ CN < Lr- C) `2 .2 0, cc 70 0 0 Q)oQ uj Amowft� Emi I I I �_o C) woo ui U-J cn O Lj-j >n GO uj 0 Lo ils Nt DATE: XXIXXIXX ^ a .- - . . ® An 0 x I s -Tu p 6 o x -VUL �2- 5 A( TA /c/ 7�1 macro I L- - - - - - - - - - - - - - - - - - - - --- - - - - - - - - ---------------------------- EX15TING RAISED FOUNDATION - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - :X[&TING FT'G. V16,2XIa" EM=l-AD /��j rjj,� Vr->F> -0"50><15" .PAr> 0 *4 e3AP, ECH.U�JAY\,-W '\,W W3) 04 BAP, ECH.UJAY OTTOM 'a 1150TTOM r - - - - - - - - - - - - -_j (EXIF'G. 2X SILL PL. ADD�r ' 1 r-w 516"jo EPDXY BOLT 0 161'olc 3/4"PLYWOOP CD-X STRUCT. I (Plz32/16) F7.DP. SILL PL. W1 5/6" 0 A,5,*6 0 111, T4G GLUED AND NAILED W/10d NAILS 0 b" o1c B.N. AND EX AND 1011olc F.N. (OR) USE RATED 055JMATCH EXISTING FLOOR, 0 53 R UNDA z TION PLA El i�r�31 CII m C> D x 00 ZD SHEAR WALL SCHEDULE 1997 U.B<C SILL BOLTING MARK WALL TYPE ALLOWABLE EXTERIOR INTERIOR SILL NAILING SHEAR WALLS WALLS 0 UPPER STORIES 7/8"STUCCO OVER PAPER BACKED LATH W/16 GA STAPLES AT 6-O.C. AT TOP & BOTTOM PLATES, EDGE OF SHEAR WALL AND ON FIELD (ICBO REPORT No.1823 FEB. 1973) OR (ICBO REPORT No.1318, FEB. 1973) OR (ICBO REPORT No.1254,FtB. 1972 NOTE 4 AND 9 BELOW 180 PLF 5/e*55*o.c. 5/eO55'o.c. 16d 0 8'O.C. 3/8"PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS @ 6"O.C. AT EDGES & 12" O.C. FIELD (TABLE 23-11-1-1 UBC) NOTE 1, 9, 10 & 11 BELOW ALL EDGES OF PLYWOOD SHEARWALLS MUST BE BLOCKED WITH 2x SOLID BLOCKING 260 PLF 5/8"owo:c. 5/8'owox. 16d @ 6"O.C. 3/8"PLYWD STRUCT II OR STD SHTG WITH 8d NAILS 0 eO.C. AT EDGES & 12" O.C. FIELD (TABLE 23-11-1-1 UBC) NOTE 1, 6, 9, 10 &11 BELOW 350 PLF 5/8'026"O.C. 5/8'026"O.C. 16d @ 4"O.C. ALL EDGES OF PLYWOOD SHEARWALLS MUST BE BLOCKED WITH 2x SOLID BLOCKING 3/8"PLYWD STRUCT Ii OR STD SHTG WITH. 8d NAILS 0 4"O.C. AT EDGES & 12" O.C. FIELD (TABLE 23-11-1-1 UBC) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW (3X PLATES) 380 PLF 5/8-026-O.C. 5/8-026-O.C. 16d @ 4`0,C. USE 3X PRESSURE 7REA7ED DOUGLAS FIR SILL PLATESF RST FLOOR ONLY BL,oWNDATIOI ALL EDGES OF PLYWOOD SHEARWALLS MUST BE 3x SOLI BLOCKING FRAMING AT ADJOINING EDGES SHALL BE 30 NOMINAL OR WIDER & STAGGER NAILS 3X MEMBERS REQUIRED AT PANEL EDGES 3/8" PLYWD STRUCT Ii OR STD SHTG WITH 8d NAILS 0 3" O.C. AT EDGES & 12" O.C. FIELD (TABLE 23-11-1-1 UBC) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW (3X PLATES) USE 3X PRESSURE TREATED DOUGLAS FIR SILL PLATES AT FOUNDA71ON IRST FLOOR ONLY ALL EDGES OF PLYWOOD SHEARWALLS MUST BE BLOCKED WITH 3x SOU BLOCKING FRAMING AT ADJOINING EDGES SHALL BE Zr NOMINAL OR WIDER & STAGGER NAILS 490 PLF 3X MEMBERS 5/a"*2o"o,c. REQUIRED'AT 5/8-02o'o.c. PANEL 16d 0 3 1/2"O.C. EDGES 3/8- PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS 0 2" O.C. AT EDGES & 12- O.C. FIELD (TABLE 23-11-1-1 UBC) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW (3X PLATES) USE 3X PRESSURE TREATED DOUGLAS FIR SILL PLATES AT F FLOOR ONLY 610 PLF 3X MEMBERS 5/a`016'0.C. REQUIRED 5/8'016'0.C, AT PANEL 16d 0 2 1/2"O.C, EDGES WNII)ATION/FiRST ALL EDGES OF PLYWOOD SHEARWALLS MUST BE BLOCKED W!,l3x SOLID BLOCKING FRAMING AT ADJOINING' EDGES SHALL BE r NOMINAL OR WIDER & STAGGER NAILS 1/2" STRUCT I PLYWD WITH 10d NAILS 0 2" O.C, AT EDGES & 12" O.C. FIELD OVER 3X STUDS (TABLE 23-11-1-1 UBC) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW (3X PLATES) 870 PLF 3/e*16"o.c. 31e016-0.0. /A USE 3X PRESSURE TREATED DOUGLAS FIR SILL PLATES AT FouNDA*noN/FiRsT FLOOR ONLY 3X MEMBOSREQUIRED AT PANEL GES ALL EDGES OF PLYWOOD SHEARWALLS MUST BE BLOCKED WITH 3x SOLD BLOCKING IFRAMING AT ADJOINING EDGES SHALL BE r NOMINAL OR WIRER & STAGGER NAILS SHFARWALAL SCHED, NOTES' 1, ALL EDGES OF PLYWOOD SHEARWALLS MUST BE BLOCKED WITH 2x SOLID BLOCKING FOR WALL TYPES 11 4 10, AND U SOLID BLOCKING FOR WALL TYPES 11, 12,13 4 14 2. WHERE SHEAR WALL SHEATHING 16 TO BE APPLIED TO BOTH 61DES OF WALL, DOUBLE THE NUMBER OF BOLTS. (I.E. HALF THE o4. SPACING) 3. USE 3x PRESSURE TREATED DOUGLAS FIR SILL PLATES AT FOUNDATION / FIRST FLOOR ONLY. 4, PAPER BACKED SELF FURRING EXPANDED METAL :LATH WITH I.C.B.0, APPROVAL 5, FRAMING AT ADJOINING PANEL EDGES SHALL BE 3-INCH NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED. 9>. WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING 16 LESS THAN &"o.c. ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL. BE 3-INCHES NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. 1. ALL CONTINUOUS EXTERIOR FOOTINGS TO HAVE 5/6" x 1011 A.526 0 46"ac, UNLESS OTHERWISE NOTED ON PLANS. 8. ALL INTERIOR BEARING AND NON SEARING FOOTINGS TO HAVE 1/32" SHOT PINS AT 32"ac. 4 4V'o.r,. RESPECTIVELY. I.E. OZARK 01,4-61 REPORT 1280, MAY IcJ61, 13, USE 2" x 2" x 3/16" PLATE WASHERS. 10. USE COX, CC OR STD SHTG IN LIEU OF STRUCT It PLYWOOD. ALL PLYWOOD SHALL BE DOUGLAS FIF, OTHER SPECIES MAY REQUIRE CHANGES. 11, AL EXISTING FOOTINGS USE REDHEAD WEDGE ANCHOR$ TO COMPLY WITH SILL BOLTING. ICB.O. #1312 MIN. EMBED 1 1/211 ROOF SH&THING 1/2" PLYWOOD ROOF SHEATHING EXTERIOR GLUE (F.I. = 24/0) w/ ad NAILS a (o"oc, BB, AND EN, 12"o,c, FN. SEE STRUCTURAL GENERAL NOTE5 NOTES: 1�� rlg>-,� /11'�-T 10 ( kil - rl-2`13 1. APPLY, �, �l W W 51 .51 W IT w 2, INDICATES SWEAR WALL BELOW -SEE $I WALL SCHEDULE, THIS SHEET 3.4'-V MIN. LAP w/12-16d TOP V5 SPLICE TYP, WHERE OCCURS 4. WHERE EXPOSED PROVIDE lxS T4G SI 0 CONTRACTOR SHALL VERIFY THE EXISTING STRUCTURAL ITEM INDICATED AND REPORT FINDING TO THE ARCHITECT PRIOR TO COMMENCING WITH WORK NLQTE5, 1, THE GENERAL CONTRACTOR $HALL REVIEW ALL NOTES AND GENERAL / TYPICAL DETAILS ON 5-1 PRIOR TO BIDDING 4" CONCRETE SLAB w/ 113 o la"c.c, EA. WAY 6 GENTERLINE OF As ol 2" OF SAND ol &MIL. V15QUEEN c/ COMPACTED SOILS, NOTES; 1. APPLY- 51 51 51 51 51WHERE OCCURS 2. 0 INDICATES SHEAR WALL 5ELOW -SEE 514F-AR WALL SCHEDULE, T1416 SHEET �:CONTRACTOR SHALL VERIFY THE EXISTING VD STRUCTURAL ITEM INDICATED AND REPORT FINDING TO THE ARC441TECT PRIOR TO COMMENCING WITH WORK. ALL ANCHOR BOLTS SHALL HAVE A MIN. 61ZE OF E�/a" AND WITH A 311(oll THICK 2"x2" PLATE WASHER -PER U5C SECTION IaOiI NOTE�. 1, THE FOUNDATION SUBCONTRACTOR SHALL REVIEW ALL NOTES AND GENERAL / TYPICAL DETAILS ON 6-1 PRIOR TO BIDDING iali mom 'll 01 Iffil 11 IN 11111 0,00111 I1111 IV No A 13, VERIFY OVERALL DIMEN61ON6 PRIOR TO COMMENCING WORK. NOTIFY ARCHITECT IMMEDIATELY SHOULD THERE BE ANY DISCREPANCY. PLYWOOD FLOOR 6WEATWING 5TRUCT 1. T4G PLYWOOD (Fl - 3211(o) wl AND EN, 10' FN. GLUE JOIST TO FLY, SEE STRUCTURAL GENERAL NOTES NOTES- 1. THE GENERAL CONTRACTOR $HALL REVIEW ALL NOTES AND GENERAL / TYPICAL DETAILS ON 6-1 PRIOR TO BIDDING � i • 3: c, 'a E DO -12 o 0 75 ox 2 4 V}E 0>,00'0+-ovu -1 E- of S 0 's 2 c 0- to . :E CL 0. �m I 01 !Ae. 4 w EXISTING FLR, SF EXISTING 2X F,J, EXISTING 2-2X - E, F E, F EXISTING 2X STUD WALL ADD SIMP, LTP4 @ 16"D,C, EXISTING 2X STUDWALL W1 SHT'G, PER PLAN & S.W. SCHEDULE 4X OR 6X POST W/ RICO aX F,J, SILL PL. ...... ..... . BEAM WIDTH BLKG W/--/ A35 BOTHSIDE @ EACH END 4X OR 6X POST W/PC & PI (E) F,J, CONT, FTG, BEYOND cu .3 L R, l< PLAN FOR SIZE & R E I+4F—,4 FO-196 2X BLK'G, 4 FLOOR SHT'G, 3X P.T.D.F, LE] 5/8;6 REDHEA ANCHOR @ 24' ICBO # 1372 EMBED 2 3/4'MIK SCALE 1`=1'-0' EXIST'G, 2X STUDS @ 16'11,C, USE 3X STUDS I? PANEL EDGES PER S.W. SCHEDULE SIMP, A35 OR LTP4 @ 16'o/c E,2X P,T,D.F, SILL FL W/ 5/8;/EEPDXY BOLTS ( SEE PLAN FOR SPACING EMBED 7" ICBO # ER-5279, LA.R,R. # 25279 WALL FINISH PER PLAN & S.W, SCHEDUI EXT'G, 2X STUDWALL EXISTING FTG, E. SCALE 1'=I'-O' -"---,STUD WALL TO BE /ED *H*Dp%M, ANS & SIMPSONS CATALOG DRILL HOLES 1/16- LARGER THAN BOLT DIA. **USE EQUIVALENT PID 4X4 POST MIN. W/ E.N. EXISTING FOOTING -THREADED ROD W/ EPDXY 1,C.B,o 4945 CITY OF L.A. R. @ 25185 W/ SP. INSPE,5TION USE (ET22 HDA OR PHD BOLT DIA. (IN.) EDGE (M) (IN.) w (IN.) EMBEDMENT (IN.) AL A ENT LE LOW T S' LOAD WNCRE E COMPRESSION Po = 2000 IET22) HD2A 5/8 1-3/4 6 12 2775 H05A 5/8 1-3/4 6 12 4010 HD6, $A, 7/8 1-3/41 8 15 5100, 7460 *USE SIMPSON SET EPDXY ICBO #ER5279 OR R.R. #25279 NOTE: FOR RAISED FLOOR USE LONGER BOLTS TO EXTEND ABOVE FLOOR SHEATHING 2X STUD (FILLER) POST PER PLAN OX MIN) MB PER SCHED ABLDOWN PER PLAN L-2X 2X-2X OR 3 ?N PER PLAN "Mp� MIN. JL'P'ER SCHEDULE MIN, 4E E MIN, R. f SMEDULE TYPE HD2A H115A H116A HD8A HD10A M.R -M/DIA 2-5/8 2-3/4 3-3/4 3-7/8 4-7/8 HE 4 1/2'5 1/ '6 1/8 6 1/8' 6 1/8' SB 2 1/2 3' 3 1/2'3 1/2' 3 112' CL 1 1/2 2 1/162 1/16 2 1/16 2 1/16' SO 1/4 1/2' 3/4' 3/4' 3/4' 16 20 28 28 28 rrpap _SS`T _B# 12' 16' 24' 24 24- 2 OUR 20 24 34 34 34 Le ElGa 16' 20' 28' 28' 28' ILLUVABLE 7751 :2775 _51_00 _7_460 9540 ALLI 4001100 5100 _7460 9540 V LOADS BASED IN MIN 4X POST SIZE OR NOTE, CONCRETE STEM WALLS SHALL BE MAX ANCHOR LOAD, ING FT-G, 6'MIN WIDTH FOR 5/8'0 ANCHORS VNIN WIDTH FOR 7/8'0 ANCHORS 8' MIN FOR CONC, BLOCK NOTE, FOR RAISED FOUNDATION USE SSTB FOR TWO POUR R SYSTEM AND EXTEND BOLT BEYOND SILL PLATE ABOVE FLOOR SHEATHING EXISTING 2X P,T.D.F, SILL PL, EXISTING ADD 5/8',0 EPDXY BOLTS TO NEW E _ COMPLY W/SILL BOLTING PER S,W, SCHEDULE ICBO # 4945 A35F @ EN WALL FIN, PER PLAN TO BE REMOVED I I.*- W/SPECIAL INSPECTION . (E) PLYWD SHTG EMBED 5'24 MIN. ' O�C' EN H A. FJ PER X I IST. PX PT DF SILLPROVIDE NEW 2X FJ PER PLA RED HEADS ICRO #1372 W/SAME SIZE & SPACING ;l r AS OCCURS PER SILL BOLTING SIMP. U HANGER 4 4 3/4'MIN EMBED ' W/ FULL A I LENGHT NAILS FG 2X LEDGER W/ . I . . .... �___l I F I jl-=i HE _911Ei-I lLF_,tjjaII=I 2 ROWS 16d @ 80 O,C. STAGG, F" PLYWD SHTG WALL FIN PER PLAN----o:,s 0 J PER SN PLAN 2X SILL EN EN 2X BLKG------i-- A35 @ 1 32' OC WEEP SCREED 2X PT DF SIL� STUCCO FIN, f 7 GIRDER 6"MIN F I T1.1 PER PLAN N G. �—LG, . 18'(MIN,) HANGER PLAN 12' IN _y) G.'MIN (2STORY) ld'MIN(l STORY) 18*MIN(2 STORY) 0 F�. 8'(MIN,) 31-CLR,j #4 REBAR T&B 12-MIN (I STORY) 15'MIN 72 STORY> E.N. EX PLYWOOD PER PLYWOOD PER PLAN PLAN 16d T.N. PER SCHED, LX, -A L Ism-_ RAFTER RAFTER BM,PER PLAN PER PLAN BM.PER PER PLAN PLAN SECTION X @ HIP SECTION X @ VALLEY HIP BM, OR VALLEY BM, PER PLAN 2X RAFTER---\ PER PLAN SCHEDULE 2-1601 TN, @ 2 X 4 RAFTER 3-16d TX @ 2X6 RAFTER x 4-16d T,N, @ 2X8 RAFTER 5-16d TX @ 2X10 RAFTER RF-176 PLAN �___2X RAFTER PER PLAN EPC 2-2X BM, BEVEL TOP FLUSH W/SHTG. x ---- POST PER PLAN OR HEADER PER PLAN F11-195 FO-194 FR-652 SCALE 11=1,- �1411I SCALE 10--11-00 (0) DETAIL 2-2X TOP USH BEAM PER PLAN Vol x x >_ C) PLAN VI Lli 0,4 D C> 0, X O O O 6 0 > < Go IMP, DSC4-SDS:3 D BEAM PER PLAN NOTCHED.@ END AS RE/D, DRILL 9/16'MIN 0r #4 REBAR HOLE FILL W/EPDXY DOWELS GROUT & INSERT DOWEL *NO SPECIAL INSPECTION 24'0,C, ALTERNATE, USE 1/2' IS REQ'D FOR EPDXY IN REDHEADS & THRD'D ROD THIS APPLICATION. AT SLABS DRILL SLANT HOLES--\ EXIST'G EXIST-G NEW REBAR DOWELS SAME SIZE & _ OF 1/161 OVER DIA O AS 1 11M BAR FILL W/EPDXY 24IN 6 FOOTINGS GROUT '74 AT FOOTINGS SN 2X BLKG @- 48'OC 1ST EN F:7�_q EN BAY ONLY WEEP SCREE Ca STUCCO FIN. A.B, PER PLAN-- 6'(MIN.) NG FG TI Tl�lll=(lSTORY) '­'72STORY) 12'MIN (1 STORY) 181MIN(2 STORY) WALL FIN, PER PLAN ,- 2X SILL PLYWD SHTG FJ PER 2X PT DF T& —#4 BREBAR 18'(MIN.) (1 STORY> (2 STORY) PON SIMPSON A35 0 16" O.C. OR 2X SHEAR BLOCKING W1 16d 6 6" O.C, AS REQUIRED. SEE PLANS r T— _\ 2X *--2X STUD WALL W1 SHEATHING AS REQUIRED PER PLANS /--2X PLATE W/ SILL NAILING PER SHEAR WALL SCHEDULE FLOOR SHEATHING OVER 2X FLOOR JOISTS EA. 2X BLOCKING 0 48" O.C. 2X STUD WALL W/ SHEATHING AS REQUIRED PER PLANS PARALLEL CJ PER PLAN W/3- 1 6d@ RR PER PLAN END PLYWD SHT'G PER PLAN BN ALTERNATE LOC. 2X BLK'G TO MATCH EXIST'G 2X BLKG W/lrda---EN 8"O,C. ALT: USE SIMP. A35 0 24"O.C. 2-2X TOP PLATE WALL FINISH PER PLAN 2X STUDS @16. O.C. UNO FACIA TO MATCH EXIST'G OR SEE ARCH DETAIL 2X BLK'G W/1601@8yolcl /-2X LEDGER W1 2-16ol @ EA, STUD TO LEDGER TYP, ROOF SHTG PEP PLAN SIMPSON TS9 N, @48"O,C, E,N.j 2X RR 14f PER PLAN 2X BLK'G EIN, CDNT. _2X BLK'G SHEARPANEL @48flO.C. W/BLK'G & 2X STUDS @16"O.C, E,N. R PLYWD SHEARWALL WALL FINISH ONLY PER PLAN WALL FINISH - PER PLAN SIMPSON TS9@ 48`0.C, 2X STUDS--- @ 1600,C, ADD 2X BLK TO EXIST. RIM JOIST OR BLK, W/ 6-16d NAILS,----\ EXIST. "y EQ, E,WALL TO BE REMOVED WHERE OCCURS SIMP, U HANGERS W/FULL LENGTH 16d NAILS INSTALL, PRIOR TO BLK ADDITION F 1, R�65 • • 1), 2 _121 I., N 0 E o 0 .12 J., 0 0 :P - �c :� -c s -, ? XD E o p c .p 0 70 t w 0 0 0 0 0 -6 0 s 0 a 0, m o o L E c I I 41111" Lai n c I D Cy CD2X BLKG W/ 16d@8"O,C, TO LEDGER TYP, uj —2X LEDGER W/3-16d @EA m STUD >m ow /--ROOF SHT'G 0 CD-) Im -1 C/-) cc RR —16d @S`O,C. CONT, SHEAR PANEL _j W1 BLKG AND E,N, @ PLYWD SHEARWALL ONLYFes^ C 4 jaiCL t­m Ff W v EXST`G SHTG, PLS REFER TO DETAIL FOR MORE INFO ( SEE DETAIL FOR RAFTER PARALLEL TO WALL) N, �ENTIRE LENGH 2X STUDWALL N, 2X BLK'G, W/16d @ 8' O,C, (E) 2X SILL PLATE 5/8' o WB: s @ 8' o/c STAGGERED to ils 0 DATE: Xxlxxlxx CM SCALE: AS NOTED 4-0 SHEET cl 0 S=3 LOW-RISE RESIDENTIAL BUILDINGS MANDATORY FEATURES AND DEVICES Section 150. Any new low-rise residential building shall meet the following requirements: (a) Ceiling Insulation. The opaque portions of ceilings separating conditioned spaces from unconditioned spaces or ambient o4ir shall meet, the requirements of either I or 2 below: 1. Ceilings shall be Insulated between froming members with insulation resulting in an Installed thermal resistance of R-19 or greater for the insulation alone. ALTERNATIVE to Section 150(*)1.- Insulation which Is not penetrated by framing members may meet on R-value equivalent to Installing R-19 insulation between framing members and accounting for the thermal effects of framing members. 2. The weighted average U-value of ceilings shall not exceed the U--value that would result from installing R-19 insulations between framing members in the entire ceiling and accounting for the effects of froming members. (b) Loose Fill Insulation. When loose filtinsulation is installed, the minimum installed weight per square foot shall conform with the insulation manufaatureFs installed design weight per square foot at the manufacturer's labeled R-value. (c) Wall Insulation. The opaque portions of frame walls separating conditioned spaces from unconditioned spaces or ambient air shall meet the requirements of either I or 2 below-, 1. Framed walls shod be insulated between framing rnombom with insulation having an installed thermal resistance of R-13 or greater. Framed foundation wolfs' of heated basements or heated crawl spaces shall be insulated above the adjace rit outside ground line With insulation having an installed thermal resistance of at least R-13. ALTERNATIVE to Section 150(c)l.: insulation which is not penetrated by framing members may meet on R-value equivalent to installing R-13 insulation between framing members and accounting for the thermal effects of froming members. 2. The weighted average U-volue of walls shall not exceed the U-volue that would result from installing R-13 insulation between froming members and accounting for the effects of froming members. (d) Raised Floor insulation Concrete raised floors over unconditioned space shall be insulated to an installed thermal resistance of at least R- S. All other raised floors separating conditioned space from unconditioned space shall meet, the requir ements of either I or 2 below: 1. Floors shall be Insulated between framing members with insulation having on installed thermal resistance of R-13 or greater 2. The weighted overage U-value of floor assemblies shall not exceed the U-value that would result from installing R-13 insulation between framing members. and accounting for the effects of framing members. Alternative to Section 150(d)l. and 2.: Raised floor insulation may be omitted if the foundofl4ii walls are Insulated to meet the wait insulation minimums shown in Tables No. through I-Z16, a, vapor barrier is placed over the entire floor of the crawl space, and vents are fitted with automatically operated louvers that ore temperature actuated. (e) Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. If a masonry or factory -built fireplace is Installed, It shall have the following: A. Closable metal or gloss doors covering the entire opening of the firebox; B. A combustion air intake to draw air from the outside of the building directly into the firebox, which is at least 6-squore inches in area and is equipped with a readily accessible, operobie, and tight -fighting damper or combustion air control device-, and EXCEPTION to Section 150(e)1.8: An outside combustion air intake is not required if the fireplace will be installed over concrete slab flooring and the fireplace will not be located on an exterior wall, C. A flue damper With a readily accessible control. EXCEPTION to Section 150(e)I.C.: When 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 instruction or the Stato Mechanical Code. 2. 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, is prohibited. M If on infiltration barrier is installed to meet the requirements of Section 151. it must have on air porosity of less than 5 ft per hour per square foot per inch of mercury pressure difference when tested in accordance with the requirements of ASTM E-283-84. If a vapor border functions as an infiltration barrier it shall be located on the conditioned side of the exterior froming. (9) Vapor Borders. In Climate Zones 14 and 16. a vapor border shall be installed on the conditioned space side of all insulation In all exterior wore, unwanted attics, and unwanted crawl spaces to protect insulation from condensation. If a building has a control ventilation crawl space, a vapor border shall be placed over the earth floor of the crawl space to reduce moisture entry and protect insulation from condensation, as specified in the ALTERNATIVE to Section 150(d). (h) Space Conditioning Equipment 1. Building design heat loss rate and design qn beat gain rate, sholl be determined using a method "sod on any of the following: A. The American Society of Hear Refrigeration, and Air -Conditioning E ineers (AS31IME) Handbook and Product Directory.71quipmorit Volume (1988). Systems and Applications Volume (1g$7), and .Fundomentols Volume (1989). or B. The Sheet Metal Air Conditioning Contractors National Association (SMACNA) Load Calculation Manual, or C. The Air Conditioning Contractors Of America (ACCA) Manual J. The design beat loss rate and design heat gain rate are two of the criteria that shall be used for equipment siting and selection. NOTE to Section 150(h)l.: Hooting Systems must meet the minimum heating capacity required by UBC Section 1212. The furnace output oopod'ity and other specifications ore published in the Commission's directory of certified equipment or other directories approved by the Commission. 2. Design Conditions. For the purpose of sizing the space conditioning (HVAC) system, the indoor design temperatures, shall be 70 degrees Fahrenheit for hearing and 78 degrees for cooling. The outdoor design temperatures shall be those listed in the 0.2 per cent Winter Dry Bulb column for heating and the 0.5 percent Summer Dry Bulb and the 0.5 percent Wet Bulb columns for Cooling; based on percent of year in A15HRAE publication SPPCDX. Climate Data for Region X. Arizona, California. Howor and Nevada, 19 82., (1) Setback Thermostats All heating and/or cooling systems other than wood stoves shall have, an automatic thermostat with, a clock mechanism or other setback mechanism approved by the Executive Director that shuts the t�stent off :periods of non-use and that allows the building occupant t automatically cally set back the thermostat sot points for at least 2 periods, within 24 hours. EXCEPTION. to Section 15D(i).- Gravity gas wall heaters, gravity floor heaters, gravity room heaters, non-oentral electric heaters, room air conditioners, and room air conditioner beat pumps need not comply with this requirement. Additionally., room air conditioner hoot pumps need not comply with Section 112(b). The resulting increase in energy use due to elimination of the set*ck thermostat shall be factored into the compliance analysis in accordance, with 6 method prescribed by the Executive Director. Pipe and Tank Systems 1. Unfired hot water tanks, such as storage tanks .and backup storage tanks for solar water heating systems, shalt be externally wrapped with Insulation having on Installed thermal resistance of R-12 or awreater or have internal, insulation of at least R-16 and a label on the exterior of the tank showing the insulation R-value. 2. Piping, whether burled or unburied. for reoirculloting sections of domestic hot water systems, piping, from the hooting source to the storage: tank for an indirect -fired domestic water hooting s 65do . system, coo ling system Wiping. below . , gross Pahrenheiti and the first five foot of hot and cold water pipes from the storage tank for non - recirculating pipes I systems shall be -thermally insulated in accordance with Table No. I-S. EXCEPTIONS to Section 150('l)2. The following Piping does not have to them -oily insulated- (1)foctl6ry-instolled piping within space conditioning equipment; (2) piping that convoys fluids that hove a design operating temperature range between 55 degrees and 105 degrees Fahrenheit; (3) gas piping, (4) cold domestic water piping; (5) drains, vents, and waste piping. 3. Solor water beating systems and or collectors shall be certified by the Solar Rating and Cortifitcotiori Corporation. (k) Lighting. 11 Luminaires for general lighting In kitchens shall have lamps with an office of not less than 40 lumens per watt. A luminotre which is the only fighting in a kitchen shall be considered general fighting. General 11 Ming shall be controlled by the most accessible ?,$) in the kitchen. Additional luminaires to used only for specific decorative effects need not meet this requirement. 2. Each room containing a water closet shall have at least one luminowe With lamps with, on officacy of notless than 40 lumens. per watt. If there is more than one lumindire in the room, the high efficacy lumindire shall be switched at an entrance to the room. Alternative to Section 150(k)2,. The efficody requirement by insta'"the luminaire meeting this may be motJ roqui-r!1nM9"t in a adjacentroom that has complemento fy pIumbfJxt,ms. 3. Luminaires installed to merst the 40 lumens per watt requirements of Section 150(k)l. or 2, shall not contain medium base incandescent tamp sockets, and shall be on separate switches from any, incandescent, fighting. 4. All incandescent lighting fixtures recessed into insulated ceilings shall be approved for zero -clearance insulation cover (I.C.) by Underwriters Laboratories or other testing/rating labomtories recognized by the Intemotional Conference, of Building Officials. (1) Slab Edge Insulation. Material used for slab insulation shelf meet the following minimum specifications: 1. Water absorption rate no greater than 0.3 percent when tested in accordance with ASTM-C-271. 2. Water vapor pomwonce no greater than 2.0 perm/Inch when tested in accordance with ATNA--E­9t-90- 3. Concrete slab perimeter Insulation must be protected from physical damage and ultra violet right deterioration. (m) Ducts and Fans. 1. Air handling duct systems sNII be installed and seated -to meet the roquirem4nt of UMC Sections 10,02 and I0044 Portions conditioned air shall either be insulated to a mini mum installed level of R-4.2 (or any higher level re q uired by. UMC Section 1005) or be enclosed entirely In conditioned space. 2. All duct Insulation product R-values shall be based an insulation only (excluding air films, vapor barriers, or other duct components} and tested C-values at 759F mean temperatures at the installed thickness, in accordance with ASTM C 518-85 or ASTM C177-85. and certified pursuant to Section 118. 3. The installed thickness of duct insulation used to determine it's R-volue shall be determined as follows: A. For duct board, duct liner and factory -made rigid ducts not normally subjected to compression, the nominal thickness sholl be used. a. For duct wrap, installed thickness shall be assumed to be 75 porcent (25 percent compression) of nominal thickness. G. For factory -made flexible air ducts.. the installed thickness shall be determined by divi0i2n the difference between the actual outside diameter a nominal inside diameter by 2. 4. Insulated flexible duct products installed to meet this requirement must include labels. in maximum intemats of 10 feet. showing. the thermal performance R-value for the duct insulation itself (excluding air films, vapor tarsiers, or other duct components), based on the tests in Section 150(m)2- and the installed thickness determined by Section 150(m)3.C. 5. All fan sy stems, regardless of volumetric capacity, that exhaust alr from the building to the outside"shall be provided with backdraft or automatic dampers to prevent air leakage. 6. All ' gravity ventilating systems that some conditioned space shall be provided with either automatic or readily accessible, manually operated dampers in all opening:; to the outside except combustion inlet and outlet -air openings and elevator shafts. EXCEPTION to Section 150(m)l.: The requirements do not apply to ducts and fens integral to a wood heater or fireplace. MANVATO.KY t-ftASLAWS Et!EnIST- IRMIPINTIAL mr-Ift NOTE* Lownse residential buildings subject to the Standards most contain theft measures regardless of the compliance approach used. Items marked With on asterisk (*) may be superseded by more stringent compliance requirements listed, on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are. shown elsewhere in the documents or on the checklist only. Instructions. Check or initial applicable boxes when completed or enter N/A if not .applicable. DESCRIPTION DESIGNER ENFORCEMENT_ Building Envelope Measures: * S150(a): Minimum R-19 coiling insulation. V/ S150(b): Loose fill insulation manufacturers labeled R-Volue. N/A * S15.0(c): Minimum R-13 wall insulation in. wood framed wars or equivalent O-Value in metal frame walls (does not apply to exterior mom walls). * 6 1 50(d): Minimum R- 13 raised floor insulation in fromed floors ✓ 150(1): Slob edge insulation -water absorption rate no greater than 0.3%, water vapor tronsmissionrate no greater than 2.0 porm/inch. N/A Sit& Insulation specified or installed meets insulation quality standards. indicate, type and form. ✓ StI6-t7: Fenestration Products, Exterior Doors, and Infiltration/ Exfiltrotion Controls 1. Doors and windows between conditioned spaces designed to limit air leakage. 2. Fenestration products (except field-faricoted) have label With certified U-Factor, certified SHGC and Infiltration certification. 3. Exterior doors and windows weather stripped; oil joints and penetrations caulked and sealed. ✓ sisoTg:Vapor barriers mandatory in Climato Zones 14 and 16 only. WI -A S150(f).-Special infiltration barrier installed to comply with 151 S meet* Commission quality standards. N/A S 15O:installation of Fireplaces, Decorative Cos j;;p-lionces and logs 1. Masonry and factory -built fireplaces, have: a.Closeable metal or glass door b.Outside air intake with damper and control a.Flue damper and control 2. No continuous burning gas pilot, lights allowed. Space Conditioning, Water Heating and Plumbing System Measures: S110-13:HVAC equipment water heaters, sbowerheads and faucets certified by the Commission, ✓ S150(h):Heoting and or cooling loads calculated in accordance with A$HRA.E. SMACNh or ACCk 615M:Setback thermostat on oil appltco!le heatingond/or cooling systems. S150(j):Pipe and tank insulation 1. Storage gas water heaters rated with an Energy Factor low than 0Z8 must be wrapped extemally With insulation having a thermal reeistonce, of R-12 or greater. 2. First 5 feet of pipes closest to water hooter took, non -recirculating systems, insulated (R-4 or greater) 3. Sack -up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external Insulation or R-16 'combined intemiql/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55 F insulated. 6. Piping insulated between heating source and indirect hot water tank. V/ S1,50(m),Ducts and Fans 1. All ducts and plemums installed, sealed and insulated, to meet the requirements of the 1998 CMC Sections 601, 603, 604, and Standard 6-3, ducts insulated to a minimum installed level of R-4 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 UL 181, UL 181A, or UL t81B. If mceric or tape Is used to seal openings greater that 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and 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 drowbands. 2. Exhaust fan systems hove back draft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic- or readily accessible, manually operated dampers. v/ S114,Pool. and Spa Heating Systems and Equipment 1. System is certified with 78X thermal officiiencyon-off switch. weatherproof operating instructions, no electric resistance heating and no pilot light 2. System is installed With: oAt least 36* of pipe between filter and heater for future solar heating.. b.Cover for outdoor pools and outdoor silos, 3, Pool system has directional inlets and a circulation pump switch. N/A *115.Gas filed central fumoces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot right. (Exception: Non-olootrical cocking appliances with pilot < 150 BLu/hr) ✓ Lighting Measures: S150(k)1:Lumindires for general lighting in kitchens, shall hove tamps with an efficacy of 40 lumens/watt or greater. This general righting shelf be controlled by a. switch on a readily accessible lighting control panel at an entrance to the kitchen SI50(k)2:Rooms with a shower or bathtub must hove either at least one luminoire with tamps with on efficacy of 4.0 lumene/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in See. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. January 4. ZOO! t CF.=.!R CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page I ---------- - Project Title.......,.. THE BAYNES RESIDENCE Date. .03/22/05 15­24:33 Project Address........ 1932 HELIOTROPE AVENUE --------------------- SANTA ANA, CA *v6.01* 1 1 Documentation Author... LORI BINDER ******* I Building Permit I Southland Energy Consultants 1 1 1491 Glenneyre St I Plan CliecO Date' I Laguna Beach, CA 92651 1 1 949-497-3591 1 Field Check/ Date I Climate. Zone.,,......... 08 --------------------- Compliance Method...... KICROPAS6 v6.01 for 2001 Standards by Eriercoup, Inc. MICROPAS6 v6.01 File-BAY2 Wth-CTZ08S92 Program -FORM CF-IR I Vser#-MP0298 User -Southland Energy Consulta Run�EXI.STING PLUS ADDITION I ---------------------- I --------------------------------- v _----------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... 2602 sf Building Type.:............ Single Family Detached Constru6tion Type ......... Existing Plus Addition Building Front Orientation. Front Facing 270 deg (W) Number of D.welling Units ... I Number of Stories........., 2 Floor Construc.tion Type.... Slab On Grade Glazing Percentage......... 14.6 % of floor area Average Glazing U-factor ... 0.93 Btu/hr-sf-F Average Glazing SHGC ....... 0.74 Average coiling Height-_ 8 ft BUILDING SHELL INSULATION ------------------------- Component Frame Cavity Sheathing Total Assembly --Type- -- - Type R-value R-value R-value U-factor Location/Comments ------------- -------- -------- ------- ------- ------------------------ Wall Wood R-0 R-0 R-0 0.386 Wall Wood R-13 R-0 R-13 0.088 Roof Wood R-0 R-0 0.298 Roof Wood R-19 R-0 R-19 0.051 Door n/a R-0 R-n/a R-0 0.330 Solid Wood SlabEdge n/a R-0 R-n/a F2-0.720 To Outside FENESTRATION ------------ Over- Area U_ Interior Exterior hang/ Orientation (sf) Factor SHGC. shading Shading -------------------- ---- ------ Fins ------ --------------- -------------- Window Front (W) 84.0 0.920 0.740 Standard Standard ----- None Door Front (W) 17.0 0.990 0.740 Standard Standard None Window Left (N) 90A 0.920 0,740 Standard Standard None Window Back (E) 45.0 0.920 0.740 Standard Standard None Door Back (E) 60,0 0.990 0.740 Standard Standard None Window Right (S) 85.0 0_920 0.740 Standard Standard None SLAB SURFACES ---------_-- - Area Slab Type (sf) -_------------- ------ Standard Slab. 1625 HVAC SYSTEMS ------------ Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual .Thermostat Type Efficiency Airflow Location R-value Leakage D ------------ ------------ ------- ----------- ------- ------- --- ---- Type ----------- Furnace 0.750 AFUE n/a Attic R-2.1 No No Setback ACSplit 10.00 SEER No Attic R-2. 1 No No Setback WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size insulation Tank Type Heater Type Distribution Type System Factor (gal) ------------ ----------- ------­----­----- R-value ------ -------- ------ Water Heater to meet mini-mum.CEC Standards ---------- REMARKS FRONT: STREET FACADE. CRC DEFAULT U-VALUES USED, NO FORMS 3R REQUIRED. - GOVERNING AGENCY MAY REQUIRE RIGID DUCT CONNECTION FROM RETURN AIR GRILL TO FURNACE. EXISTING FAU & WH TO REMAIN. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title-24, Parts I and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall .design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any. shading feature that is varied is indicated in the Special Features Modeling, Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... KIEGGO CONSTRUCTION Name.... LORI BINDER Company. Company. Southland Energy Consultants Address. 1539 MONROVIA AVE., STE.K Address. 1491 Glenneyre St NEWPORT BEACH, CA 92663 Laguna Beach, CA 92651 Phone... 949-642-1046 Phone... 945-497-3591 License. Signed.. Signed.. (date) (date) ENFORCEMENT AGENCY Name,.., Title. Agency.. Phone... RED ENERGY eff � M I RR A 2 �YAA N A MYS T LORI E ' , BINDER R 01'074�-73 400 4OZ 40 E LU A =3 W <tLi U_ aj CL _J tu 40 4 is *Z to U M JLU 5 05 S (U _J :d-< tu un a> a- tu W 0 Z W WW D W Z < 0 Ix U_ Z 0 tu LL W W 0- J Z 0 Z < Z Im ,J< W < LU W N Z P 4 I— W {DRAWN I LB 'HECKEI PIG DATE 3r2m SCALE NTS. SHEET Im �l n OF SHEETS