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- �/'1/�NN� i '0�'�� Uk� -r ' ' / ' �~"����� / . �~�� . e/�� / |v/ . , at / ^' \ f--~T —� �. (I `` l .......... /.O i�tz � 11-08 09 . in ^mr J is m^XxMU � i YO. is I V . a - sall ;XACC It v/ NOT' ' ^SSosORs °~ wlAm-4v ���w�n� w�" PACE OS |--� J THS WORK SHALL COMPLY WITH THE FOLLOYYING: 1 , THESE GENERAL NOTES, UNLESS OTHERWISE SPECIFIED, 3, ALL APPLICABLE.SA4-rA, A ri A. AND STATE CODES. ADDITIONALLY, ON -SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ANY SUBCONTRACTORS, PRIOR TO ORDERING ANY MATERIALS OR STARTING ANY WORK, ALL WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS. 4, CONCRETE: A. ALL CONCRETE SHALL BETYPE UORTYPE VCEMENT&SHALL OBTAIN 2500PSI AT2ODAYS. B. FOR THE CONCRETE PAD PREPARATION, PROVIDE SAND FILL AS REQU I RED OVER COMPETENT NATIVE SOIL, WITH A 6 MIL VISQUEEN WATERPROOF MEMBRANE, WITH A 6" X 6"-10/10 WELDED WIRE MESH. D. ANCHOR BOLTS: A..ALL EXTERIOR BEARING WALLS SHALL 8ESECURED WITH 50^D|A,X18''LONG ANCHOR 8OLT8 8PAOED�5�4���E&4BEDDED7^INTO CONCRETE, SILL ��. 6. GENERALFRAM|NG� ' 05as 7- X#'*Q0*`e.Ar__ fz,:A�� A. ALL FRAMING SHALL COMPLY WITH CHAPTER 28OFcJ3,c- ' 8.ALLLUM8ERGHALLBE8R*DEGTAMPED8SFDLLOYYS: " HORIZONTAL: No. 2ORBETTER ° VERTICAL: No. 2ORBETTER ° STUDS: DOUSLA8FIR * SILL PLATE: PRESSURE TREATED ORREDWOOD C� ALL WALL FRAMING, CEILING JOIST FRAMING AND RAFTER FRAMING SHALL COMPLY WITH 20O1 7. ROOF SHEATHING: A, ROOF SHEATHING SHALL COMPLY WITH CHAPTER 23.UBC. B. PLYWOOD USED FOR ROOF SHEATHING SHALL BE BONDED BY INTERMEDIATE OR EXTERIOR GLUE. C. PLYWOOD EXPOSED TOEXPOSED EAVES SHALL BEBONDED WITH EXTERIOR GLUE. CDX PLYWOOD MAY 8EUSED ATEXPOSED EAVES. D� PLYWOOD SHALL 8E/2^CDXPLYWOOD RI, #240|URO8B� E. NAILING: , g,N. 8d@u^O.C. " EN. 8d@ 8- O.C� FN Dd F. TONGUE AND GROOVE DRBLOCKED, G. FACE GRAIN OFPLYWOOD SHALL 8EPERPENDICULAR TOSUPPORTS, H. USE RING SHANK NAILS AND GLUE PLYWOOD TOFRAMING, U.N.O, |� PROVIDE SOLID BLOCKING UNDER PERPENDICULAR WALLS, V.N/].8PUCE PLATES OREXTERIOR WALLS AND WHERE SHEAR WALLS OCCUR. J, NOTCHING 0FEXTERIOR AND BEAR!NG/NOw'BEARING WALLS SHALL NOT EXCEED 25'&-40& (2320,11.8) K. INTERIOR FINISH (NGROUP R-3OCCUPANCIES SHALL HAVE AMIN, FLAME SPREAD CLASSIFICATION OF 1.1 EXCEPT |NKITCHENS, BATHROOM AND GARAGES. L GALVANIZED SHEET METAL SHALL BEMIN, 20GA. FOR FLASHING AND ROOF VALLEY FLxSH|NG o. ELECTRICAL: � A. ELECTRICAL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE B. NO ALUMINUM WIRE SHALL BE USED IN THE ELECTRICAL SYSTEM, ALL OUTLETS SHALL BE SPACEO12'-O^O.C. MAX,AND SHALL BELOCATED WITHIN 0FT, OFDOOR OPENINGS (|E CLOSET DOORS). 8. MECHANICAL: A. ALL MECHANICAL WORK 7DCOMPLY WITH THE LATEST EDITION OFUNIFORM MECHANICAL CODE 10. GLAZING: � A. ALL GLAZING SHALL COMPLY WITH CHAPTER 24OPTHE UBC. B. SAFETY GLAZING REQUIRED ATWARDROOM DOORS, TUB ENCLOSURE & SHOWER ENCLO8URES C. PROVIDE SAFETY GLAZING [[EMPERED)ATHAZARDOUS LOCATIONS: GLASS DOORS, GLAZING ' WITHIN 12~FROk� FINISH FLOORING, GLAZING YY|TH|N 86^4FVYALK|NG SURFACEAND -GLAZ|NG LESS THAN 18^ABOVEFLOOR (SEC 24OG)� CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page I of 3) CF-IR Project Da I u Total Conditioned Average Ceiling Height:__o Conditioned Slab Floor Are 1� (check one or more) Nt,llii�Family Existing -Plus -Addition rm" Orientation: _�n_^ Orientations w,mbe,u /'°,mfront from True North and circle one) Number ofDwelling Units: ,c",w°nrx�m / " Floor Construction RAfflANT J!ARFUFJkJLwkl1J in climate zones 2,4, s-11) Required for this submittal— yes ___no Component— Type Frame Type wd = wood - Cavity Insulation Sheathing Insulation Total R- 'Value' Assembly U-Factor' Locatiowcomments (attic, garage, typical, etc,) Wall Roof Floor Slab Edge FENESTMTION Front Left Left Rear Reu OEM- MANDATORY MEA8[R0QC0ECfQLI8T: RESIDENTIAL (pate 1moMF-IR Note: Lowril"=sidential buildinglit subject les the Standards must contain Lh niewares, regardless ofilise compliance approach used. I.. marked with an asterisk be, superseded by mom strintIcni complianoc requirtaitents listed on the Certirkate of Compliance. When this checklist -, incorporated into the permit documents, the features noted shall be considered by all panics as minimum component perfameact ;necifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: CbeCk or initial applicable boxes when completed or enter N/A ifnot applicable, 4 DESIGNER ENFORCEMENT -DESCRIPTION Building Fnvel�pe Measures: 1,1 I�w -Facto( in metal frame walls 1150(d): Minimum R-13 raised floor ms trained liters V_z grata men lo ptortinolt, lillk insulation tpecirWor installed rnetis �Asulathon quality standards. Indicate type and Innit 1. Dours, And windows bmwen conditioncd and unconditioned ilsoces designed to limit air leakage 2 Fenestration products (eXcepi fitld-fabo�aird) have 11W with cernried U-Facw,, centriod Sole Be., G Car 3, Exterior doors and windows werahmurippecl: all joinu and pcnettinionscaullmd and sealed §150(ft Special inAltration barrier insulted an comply with 11151 meets Commission quality standards, 1. Masonry and laciory-buin fireplaces haw 2, CloseBble "tat or glass door b Outside air intake with camper And wol ' Flue damper And control 2, No continuous burning gas pilot lights Ail.d, Space Conditioning, Water fleattrig nd Pharribi.g.System Measures: I Storage gas walt, healers rated with an E—lo, Factor less than 0 58 must be "Iernally wrappcd,�idh 2first S feel of PiTR5 close't in waleth.,ov ��0, non-recirculwing system, insulated (R-4 or greater) I Back�uq tanks for sotor systorn, unfired v,Itc tanks, or other ndi,to hot -Ater lanks have Rdlt 6 Piping insulated between beating source 1 odirect hot Mitf tank TIFICATE __ �~ UVACAYST sms Note: Input ^yd°* ° combined **°" data under Water Hassling Systems, except Design )Testing Load, Distribution Hearing Equipment Minimum Type and Duct or 'v��=�m Efficiency Location ion Cooling Equipment Minimum Duct I Heat Pump Type (Air conditioner, Efficiency Location Duct The tat Configuration SEALED DUCE and TXVs (or AfternativLMea3urtsi uStated Ducts �climate zones) (Ins°/w^�*����And pMraw fiem.dricailost required) u rxv�readily accessible w 2and &`/ "���°�."oAnd °~m`=.~*xmSRater ° field wrm°.^�requited) 0 ~"' "" flow wtmmzones 2and m` '14"���and �ifieta=�HERS Rater °'�verification required) OR � Alternative to Settled Ducts annTXVs (set Package cmn*��Package Features for Project Clisnate Zone) Climate Zone windo"sooc Window U-Factor SEER Heating WATER HEATING SYSTEMS Energy, External ��xm/� oi���,� x�p input�' Capacity Recovery Standby' Type in Systenrs 1. ForsmAIJrAIs;mgt_w bfttm (rated inputs ufreA than or equal to 75,wo BAwv), rimov r"islance, and hear pump waler heatml,slEmr try Factor. For lust gas storage water nesters traded input orlimast than 75,000 8ftutil), list RAtrd Inpul, Recovery Efficiency Ant! Sandi; Loss. ` 1. SMOKE DETECTORS SHALL QEINSTALLED PER THESE NOTE y A, GENERAL DWELLING UNITS THAT ARE USED FOR SLEFPING I)ORPOSES SHALL BE PROVIDED WITH SMOKE DETECTORS, DETECTORS SHALL 8EINSTALLED /mACCORDANCEWITH THE APPROVED MANUFACTURER'S INSTRUCTIONS, B. POWER SOURCE: |NNEW CONSTRUCTION, REQUIRED DETECTOR8SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN S\]C�/VY|R/NGAND SHALL BEEQUIPPED WITH *uArTERY8ACKUP. THE DETECTOR SHALL EM|rx8/GN*/ WHEN THE BATTERIES ARE LOW. WIRING SHALL BE PERMANENTAND WITHOUT ADISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVER -CURRENT PROTECT|ON C. LOCATION WITHIN DWELLING UNITS: |NDWELLING UN/TS AoLrECTORSHALL BEINSTALLED |N EACH SLEEPING RO0K4AND ATAPOINT CENTRALLY iOC�TEU|wTHE CORRIDOR ORAREA GIVING ACCESS TOEACH SEPARATE SLEEPING AREA. DETECTOI�8SHAi( SOUND AWALARM AUDIBLE |N ALL SLEEPING AREAS OFTHE DWELLING UN|T|NYVH!CM^ `/���'���LDOATGD z. ATLEAST ONE vV|NDOVY|NEACH SLEEPING ROOkASHALL , A. BEDESIGNED FOR EMERGENCY EGRESS OR RESCUE, B. BEOPEN48LEFROM THE OUTSIDE TOPROVIDE AFULL C'�EAnOPENING OF57S�&8REFEET C. PRONDEAk8)N!K�UMNET CLEAR OPENING H8GHT0WEw80woF24^ � � D� PROVIDE 4MINIMUM NET CLEAR OPENING WIDTH 0MENS|0w0F20^ E. HAVE AFINISHED SILL HEIGHT OFNOT MORE THAN 44'Ah0v[TyEF'N|8MEDFLOOR LEVEL (UBC 12O4). D. THE INSIDE FINISHED DIMENSION OF TOILET COMPARTMEW,; MUS-I BE AT LEAST 37 MINIMUM WIDE AND 24^CLEAR SPACE !NFRONT OFTHE TOILET (UPC} 4. 8HCxNERCOMPARTk4ENT8$HALLHAVE AMINIMUM |N'ER|0F,Dp`n2uSQUARE INCHESAND BE CAPABLE OFENCOMPASSING A 3O"DIAMETER CIRCLE (UP(,) ' O, BATHROOMS, WATER CLOSET COMPARTMENTS ANDLAVNosvxoOwS8HALLHAVGANOPEN88LE YV/ND0WAREA OFNOT LESS THAN 1/2omOF .HEFLOOR 4R�AOmAMECHANICAL VENTILATION Nn SYSTEM CAPABLE OPPRO�|NGF|VEAi |CHANGES PER H0'/' e(UeC}. �. ASINGLE SWINGING DOOR, ACTIVE LEAF DOORS SHALL BE EQUIPPED WITH A LAfCH AND A DEADRO[. 1 HAI IS KEY OPERATED INSIDE, THE DEADBOLT SHALL HAVE A HARDENED INSERT \/VITH A I" MlNllm�'Ml I l iROW, AND A MINIMUM 5/8" MINIMUM EMBEDMENT INTO THE JAMB, IF TH�DEADL�TCHTyp�� --A'-''''~`''''`^"`°"FEATURE, //SHALLocoF z. THE INACTIVE LEAF [)FAPAIR 0FDOORS, ORTHEUPPER I-GxpOF^DUTCH OOORSHALL HAVE A osAD8OLT8SUDE8DLTTYpE.KEYOPERATEDnRHARDEmEDwDrn[QV|RGD>��'/HETOP AND aOTTOM.VVnHAorEM8EDk�ENT, ' 1 SWINGING WOOD DOORS SHALL BE SOLID CORE, AND NOT / [SS Txxw 1 3@^TH|CK AND 3^VNDE 4. PANELS DFVVDODDOORS SHALL BE A MINIMUM OFB/16^T�|<'Kaw[�wO` 'k���ETMaN��0���AuE |woMEGINAREA. n, STILES AND RAILS OFALL WOOD DDOR$SHALL, BEANiIiN/Mum0r`J/m^TH|CK O. DOOR HINGE PINS ACCESSIBLE FROM THE OUTSIDE SHALL 8[ r*[ NON -REMOVABLE` -TYPE 7. DOORSTOPS OFVVD0DJAMBS |NGVV(NG|NGDOORS SHALL opoco5,|E8ECONSTRUCTION JOINED 8YRABBIT, '' V. WINDOW AND DOOR LIGHTS WITHIN 4U^OFTHE LOCK|NG,�smCcVrTHE DOOR SHALL BEFULLY TEMPERED, APPROVED BURGLARY RE8|8TANT 0RPROTEoT/`^nvm)pROVEDBARS, SCREENS OR 8. SLIDING GLASS DOORS AND WINDOWS SHALL BE FULLY TEMPERF-D AND APPROVED BURGLARY RESISTANT, AND SHALL BEAR FORCED ENTRY. � (�� DB�^ �������x.m�� �mmxr��am��� uum/ JvaI� CF-lR � mmcertificate m compliance lists the building features and pefforinanCe nCt,JC,! I comply with them. This certificate has been signed by the individual with overall design rcsrx,'mn,,frylkhen this certificate of compliance is submitted for a single building plan to be buil(in multiple �hading feature that is varied is indicated in the Special Fealures/Remarks socliom'l he undersigned using duct seating and TXVs requires iristaller testing and certifIcation and Field verirtcali ao;tpproved HERS n^dmx oocom*nmoon^"m", wnm" x°=. �«0 ��__ A dd,.s: (si smite) Enforcement Agency NamW Lr Agency: Loot L rnAr i X0 I a in 4) & 5—PECIAL UAILRO (add tm shmts irams - Package C and D: TXVs, Scaled Ducts, Radiant T Barriers (see installation requirements for radiant barriers in Section & 13 of the 2001 Residential Manual).J"o ARCHITECTUFRAL r) rr� u C, I V, R A L Package C: thermal mass (thermal mass type, coveting, thickness, and description), 60 ion 'is MW This set 0 �:�TIALP& �2 It �2MFlR MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Pate 2 of 2) MF-1R Note: Lowrise residential buildling, sulaicel to the Suridal must contain these measures regardless orda, 00"Ilphance approach used, I city ("I sc7�nta Items rnaticed with an asterisk (0) may be superseded by more stringent compliance requirements listed on the certificate of 91 Compliance 'iAvUn this checklist is inoorporst4d into the permit docurrients, L64 features mod shall be cow lutred by all p minimum component p4rformanor specifi ions NO" or on this checklist only, cau for the mandatory measures whether they aft shown elsewhere in the docd"�-nw' ThC, OTCAMXS,,�Cr�,, lnstructfons� Check or initial applicable boxes when completed or enter N/A if not applicablcns o1jAMf Cq;'L�, M,4 DESCRIPTION Space Conditlatillt, Water Hlatinpod Plumbing System rvles�urtsr (tontinued) 1, All ducts and pierspiat atsmilod, scared And iml&W an river III, Aquirment orthe 199S CMC Swin'. 601, npcnings greater 0*4 114 inch. the sombognon ormaua, " eah" msh or tape shall be wed. (Joilding navitic$ Shia hot he used fafWaycYint 0DAditiOned kit Joint% And learns ofeluct systems and then components hall not be sistiod with cloili back rubber odheinc doet apes unless such tape is usedid 2, Building csvittes. support pladenits for Air hisoditm, And ps-onuna defined or constructed with materual other than sesled ohm Avotal, duct board ot oexib4t &to "I Aot be used for conveying conditioned air, Building cAvs6cs And Support Pliflorms may contain duets. Ducts installed in cavities am support 3. Joints and sem Of duct $)sit" and their components *hall Ant be salcd with cloth hoes nobber adhnivt dues Vtl aoleU $wch lare (1 uscd in combination with mastic and drawboads PS 1 M I T W P E.- 4. ExInnist fe. systems haw back draft of auwrft,K dnp,,f I aCctsil *. Manually Operitted 4—mrs Insulation &hall be proletsed from damage. to sunlight, moisture, eaulfnWt rnairitsenv)Ct, " wind but w limited to the following: Insulation BNpw to P-E vrr)��s_ wV,ather than he suilAblk for outdoor se,,im it 9, Protected by alumasum, sheet rnttol, Planed ahvu OrVJA$oct� Cellular thars insulation %halt be pointed with a coaling that is radiation that can cause �;Ilradai ofthe nousuo I 14: Pool And Spa Hw,Ag Syllma " Elaip� a At h`-A i6'O(PIX mil'weti, 6her snd hft-r (or future whir heating, cob,-:— �,zr FL OD Z"Al"1161-l" 3 Pool sYstern has difectional inlets and a cit(ulstwo Pump [line switch. I 15. r3as fired certtril rulnacm pool hessets, " beliefs appliances haw w ==�rg Lighting Measures: -is or greater for general lighling"' kitchcnslitis general lighting shall be cunttriled bA, a s,itch on a readily access, _PA ISI at an cnur.r�c to the kaehcn. 4150(k)2� Roo,ns with a s1howeror bathtub must ha" either at least one luminnim with lamps with on SCHOOL U&EITAK-7 �� �/�, /��1//' 51 CITY 'A AMNIA A ate issued I— L NOTE 1. ALL WORK SHALL BE DON(El ACCOROANCE W/ THE �21001 COC, PLUMBING, ELECTRICAL AND WECHANICAL CODES, PUSG IT SHALL BE THE RESPONSABILITY Of- THE CONTRACTOR VERIFY ALL EXISTING CONDMON'S ON THE SITE PRIOR TO COMMENCING WORK ANID IS To ' FY THE OWNER AT ON UPON DISCOVERY OF MY OWiSSicN"_, OR CONFLICTS IN THE DRAWINGS. 4 *^LL BE PER ScC`,um 3302 CBC.(ALLAND ROOTS SHALL BE REMOVED FROM THE SOIL TO A DEPTH OF AT LEAST 12 wYC*E8 BELOW THE SURFAC[ OF THE GROUND TO 2z����}~ BE OCCUPIED BY THE 8V|LD/wG') ALL NAJL|NG TO COMPLY Yv/ T*8|E 23-U-B-1. CBC �� @ TYPE OF CONSTRUCTION vw`moo / OCCUPANCY GROUP Mir � REVISIONS BY .-_ ,.~w.~==~=ANI'KINT11, (| \ � � �{3\Z���`~ ------------------- � -`~ -~* ' ���� ~ i +' `^ \ ~~ `-- ---_'-_-'------------- ����� ~/ - *=~��- C4A110e�~ ^"�"~09 | - it til. � � m ,~too It � 8/x�T�^ �^�^ | c"I �"l NO, 24� 0 | e^� | / . . . / 07 TRACT No,564 U. 18-40 MAmCHwm TRACT 20 ������ �� TRACT NOTE ^�sa�nm^�^ ^�sp�� we�� PARCEL����' M�NuxisERS [--� 600K11 PAGE 08SHOWN IN CIRCLES COUNTY OF ORANOF � � . � ` ` ' � w � = ' THE WORK SHALL COMPLY WITH THE FOLLOWING: NOTES,------�'-'' ---- GENERAL NOTES: 1. SMOKE DETECTORS SHALL 8EINSTALLED PER THESE NOTES: ' 2. u. rME-� n �|NGCODE, --EDITION;-----'--� --- -�-'---� UpC�2OO1�� ' ''-V5A�����,ANDSTATE CODES. ADDITIONALLY, ON -SITE -`NEC.'yERIFICATK]NOFALL APPLICABLE A^ GENERALDVVELUNGUN��yy� GTHAT4R�U8EDF�RSLEEPV«�pU�pO�E��HALL8EpROyEDH SMOKE DETECTORS. DETECTORS SHALL BEINSTALLED |NACCORDANCE WITH THE APPROVED DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND' ANY SUBCONTRACTORS, PRIOR TOORDERING ANY MATERIALS DRSTARTNGANY VYD0{ALL MANUFACTURER'S INSTRUCTIONS, H. POWER SOURCE: AVNEW CON8TRUCnON.REQUIRED SMOKE DETECTORS SHALL RECByETHEIR YVR[F[ENDIMENSIONS ONTHESE DRAWINGS SHALL TAKE PRECEDENCE OVER ---SCALED DRAWINGS. PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING AND SHALL BE EQUIPPED 4. CONCRETE: WITH A BATTERY BACKUP. THE DETECTOR $HALL EMIT A SIGNAL WHEN THE BATTERIES ARE A. ALL CONCRETE SHALL gETYPE 1|DRTYPE VCEKAENT&SHALL OBTAIN 2500PSI AT2ODAy8 LOW. WIRING WITHOUT B. FOR THE CONCRETE PAD PREPARAJ0N �0V|DESANDF|LLASREQUIRED OVER COMPETENT NA7iYE8OiL.VV|THAOK8}LV(GQUEEN-`P'-RpROOFKVEM8RANEVV[[HA0^�O^-101OVVED --- THOSE REQUIRED FOR OVER -CURRENT pROTECT0N. C. LOCfT|C)NVV|TH!NDWELLING UNITS: |NDWELUNGUNITS, ADETECTOR SHALL 8EINSTALLED |N yV|REK4EGH� ' EACH SLEEPING ROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING 5. ANCHOR BOLTS: ACCESS TO EACH SEPARATE SLEEPING AREA, DETECTORS SHALL SOUND AN ALARM AUDIBLE IN A.`ALL EXTERIOR BEARING WALLS SHALL BE SECURED WITH 5/8" DIA, X 10" LONG ANCHOR BOLTS,ALL 2� SLEEPING AREAS OFTHE DWELLING UNIT {NWHICH THEY ARE LOCATED. ATLEAST ONE WINDOW |NEACH SLEEPING ROOM BHALL: O. GpACEDPEF �K-A AEMBEDDED 7"INTO CONCRETEAN'-^G|N � ^`~KSILL E'~`-'`' UN-. ^���� GENERAL FRAMING: ��� ��-� ��� u*+�A �� �A� A. BEDESIGNED FOR EMERGENCY EGRESS ORRESCUE. A. ALL FRAMING SHALL COMPLY WITH CHAPTER 23DF,::f�<, B. 8EOpENA8LEFROM THE OUTSIDE TOPROVIDE AFULL CLEAR OPENING OF 57SQUARE FEET B�ALL .Uk�8ERSHALLBEQRADESTA�pEDA�FDLLO�S� C. pROVDEAW1(N|k8Uk�NETCLEAROPEN/NGHBGHTD>k8ENS|ONOF24^ � " HOR|ZONTAL'Nu2O�8ET�ER D� PROVIDE AK8|NIk4UKXNET CLEAR OPENING VNDTHD|K0ENS0N0F2D^ | ° VERTICAL: N 2_R8ETT�R ' E� H/4VEAFINISHED SILL HEIGHT OFNOT K8ORETHAN 44^ABOVE THE FWI8HEDFLOOR LEVEL (U8C � | � ~� ~ ° 8TUDS:DOUGLA8RR 3. 12O4� THE UN8K)ERNIBHEDO|yWENGK]NOFTO|LETCOMpARTMENTSk0UST8EATLEA8T30M|NlMUk8yNOE ° 0LLP---.PRESSURET� DORREDyyOQD ^".=� n�� C, ALLVyALLFRAM|NG.CBL|NGJO|STFRAMINGANQRAFTERFRA�iN8�HALLOO»»pLYVV|TH20O1 AND2'CLEARGPACE|NFROMTDFTHETD|LET(U -='H|NG: 4. SH[nmERCOK0RARTMENT8SHALLH/�'EAKx|w|x8u"`^)ERmRDF1o24SQuAmE(NC*EamvD8E CApABLEOFENCoK«pAgG/NGA3V^o|AK8ETERC|RCLE(UpO ' V« 7 RO{>F '' ""E"E/��MNG8HALLOOKxPLYVV(THCHAPTER23 5� B/crHRODW1S'VV/TERCLOSETCOK� ANDLAVN-� ROOK»8SHxLLHAyEANOpEN&BLE * VBC. ,L","" = v B ""° ~"�U8"DFDRRDOF8HEATHiN�8MAL�8EB-NDEDBY�NTERk8ED|AT�DRBxTER|OR VV|NDOW4REAOFNOTLEGgTMAN1/20m{>FTHEFLO(]RAn{A.ORAKxECHANiOALyENT|LAT|DN SYSTEM CAPABLE (JFPROVIDING FIVE AIR CHANGES PER HOUR (UBC). C. PLYWOOD EXPOSED TDEXPOSED EAVES SHALL 8EBONDED WITH EXTERIOR GLUE. CDX SECURITY NOTES PLYWOOD MAY BEUSED ATEXPOSED EAVES. O. PLYWOOD SHALL BEQ`ODXPLYWOOD P.|,#24010RO88� 1� ASINGLE SVYINGIMGD0ORACTIVE LEAF .^,",~"nuruvv��`*mu/��uol/om�s�FOFDUTCH _O.C.. G. NAILING: ° B.N.g�N�8d��8 D{)ORSSHALL BEE{lV}ppE'ovnnyy *LaTCUAND ADEAB8OLTTHAT 0KEY OPERATED |N0DE. THE DE��8OLT�HALLH/�/EA� _�. ^o .� ° EN.Vd��8^O.C. HARDENED|wuEnTVV/THA1^08|N|kAUK8THR[*VANDAIN|K�UM �8'' ««iN|MU�4E/NBEDMEm|INTO THE JAMB. |FTHE LATCH H/��AKEY LOCKING K���/��URE|TSHALL BE OF " F.N�Vd THE DEAD LATCH TYPE, ' � . J� _ F TONSUEAND�R�OVEORBLD�KED G FACEGRA|NOFPLYWOODGHALLBEPERPENDiCULARTO8UPPORT8 2 TM�|NAOT|VELEAF�FA��|R�FDOO R� ORTHE UPPER LEAF OFADUTCH DOOR8HALLHAVE A DEAD8OLTSL0EBOLTT �� EY---'EDO ' RHAR�ENEDNDT�EoU|�ED).ONTHETDPAND H USER|NGSMANKNAIL8ANDGLUEPLYVVOODnOFRA�|NG`U�N�(J� BOTTDK8.yy|THAY2Ek8B'r���T.op�e»T ` |. PROVIDE SOLID BLOCKING UNDER PERPENDICULAR WALLS, U.N.O. SPLICE PLATES OR EXTERIOR 8. SWINGING WOOD DOORS 8A�i BESOLID COREANDNOT LESS THAN 1 ^� WALLS AND VVHERESHEAR VVALLGOCCUR. 4. PANELS OFVVOOD0}0RS`~H�^'`^L BEAWy|N|KVUW1'"F8/1O^THICK AND N'um'r��RAmD3^Y0DE� u/»«u«�T�8N�OOSOUARE V\ ^ J. NOTCHING [)FEXTER0RAND BEAR|N8/NDN-8EAR|NGVVALLGSHALL NOT EXCEED 2s"�-4OY6 INCHES |NAREA, (2320A1�9) 5' STILES AND RAILS DFALL WOOD DOORS SHALL 8EAMINIMUM OF18~TH|CK K. INTERIOR FINISH |NGROUP R' DCCVPANQESSHALL HAVE AK8|N.FLAME SPREAD H' D{)ORHINGEpIN8&CCE8G|BLEFROK4THEUUTS0E8HALLBETHE� CLASSIFICATION OF1�1EXCEPT |NKITCHENS, 8ATHRO0k4AND GARAGES. L. GALVANIZED 7. zv�{JNREK4-myA8LETypE DOORSTOPS OFVVO�)DJAMBS |NSWINGING DOORS SHALL BEOFONE-PIECE CONSTRUCTION� O� SHEET METAL SHALL BEKA|N. 28GA. FOR FLASHING AND ROOF VALLEY FLASHING. JOINED BYRABBIT, 8� ELECTRICAL: A.ELECTR|CALVVDRKSHALL COK�PLYVV|THTHE LATEST ED|T|[)NOFTHE NATIONAL ELECTRICAL 8� VNNDOWAND DOOR LIGHTS VNTH|N4O^OFTHE LOCKING DENOEOFTHE TEMPERED, APPROVED BURGLARY RE8|STANTORpROTECTED8yAppDDORGHALL8E�ULLY CODE. . wov�uaxRG.8�REENG�R GRILLS. B.NO ALUMINUM WIRE SHALL BE USED IN THE ELECTRICAL SYSTEM. ALL OUTLETS SHALL BE 9. SLIDING GLASS DOORS AND WINDOWS SHALL BE FULLY TEMPERED AND APPROVED BURGLARY SPACED 12'-0" O.C. MAX,, AND SHALL BE LOCATED WITHIN 6 FT. OF DOOR OPENINGS (I.E. CLOSET RESISTANT, AND SHALL BEAR FORCED ENTRY. DDOR8)� 9. MECHANICAL: A. ALL MECHANICAL WORK TO COMPLY WITH THE LATEST EDITION OF UNIFORM MECHANICAL CODE. 10.GLAZ|NQ: A. ALL GLAZING SHALL COMPLY WITH CHAPTER 24DFTHE UBC. B. SAFETY GLAZING REQUIRED AT WARDROOM DOORS, TUB ENCLOSURE & SHOWER ENCLOSURES. C. PROVIDE SAFETY GLAZING (TEMPERED) AT HAZARDOUS LOCATIONS: GLASS DOORS, GLAZING � WITHIN 12" FROM FINISH FLOORING, GLAZING WITHIN 36" OF WALKING SURFACE AND GLAZING ^~_K} LESS THAN 18''ABOVE FLOOR (SEC 24O0). _ t 13 111 CERTIFICATE OF COMPLIANCE: RESIDENTIAL (PaLe I of 3) CF-IR CERTIFICATE OF COMPLIANCE: RESIDENTIAL.(Ua e 2 of 3) CF-1R Do Tcic�a Plan Check / DateNote: mp^�^�" ��°m"m*"�"���"��wm= e,m�."��,o����, u*o :2n is Distribution ~~~,,~~�~Computer) Climate Zone Field Check / Da blitorCerrent Agency UW Only Heating Equipment Minimum �v�mo /�cv�=w= s�w�� m�u Duct Pump Configuration iaml!z eic.) �AFUE or HSPF) iducts. attic. otc.1 R-Yalue Tyne (split or package) GENERAL INFORMATION � WEL11- (IV I ---' ~-==��- x��`oy�em�. n Heat Pump .'-__''--�'_ o itioned Slab Floor Area--- -~�- Type (a Efficiency Location Thermostat Configuration _ Building Type: --�Lsin - kAddition gle Family heat pam (attic, R-Value Type-, (selitorpac!iNje (check one o,more) mmui-pmoiw ___oxistiog-mos-Additi" m Front Orientation: o��vmmo - ----- ------- Number "rm=im /'������uw�n*arcesfrom True North and circle one) SEALED DUCTS and TXVs (oK Alternative Ngasures) Number ofDwelling Units: Floor. Construction Type: -�w=*"=�ww o Sealed u��*mm/=���) (Installer testing and certification and HERS rater field verification required) RADIANT BARMR (required in climate zones 2,4.8-15) Required for this mbmmnL_yes __v o TXVS, readily accessible (climate zones 2 and 8-15onl* BUILDING ENVELOPE INSULATI (Installer testing and cenification and HERS Railcar or field verification required) CornRponentFrame Type Type wd = wood Cavity Insulation Sheathing Insulation Total R- 'Value' -Assembly U-Factort LocatiordComments (attic, garage, typical, etc.) Wall Zyr-!E, iRoof Wall Floor Slab Edge u Refrigerant Charge/Air Flow (climate zones 2 and 8-15 only) (Installer testing and certification and HERS Polar or field verification required) OR )( Alternative mSealed Ducts and zxv (see Package cornAlternative Package Features for Project cxmomZone) Climate Zone Window SHOC Window U-Factior SEER Heating FENESTRATION WATER HEATING SYSTEMS Energy, External f7c.-n.�uail.nF -0de.- -Arm Fenestration Fenestration I SExterior Overhangs/ Front Front Left Rear Rear Right § hERi lit | ��em� Distribution NumberInput ~~� '°� Recovery Standby, insulation Factor or Tank ^wm*W Capacity /, For small gas storage water m"*° -inputs -- than -resistance,pump water beaters, list Energy Factor. For Jorge gas storage water heaters (rated input ofgreater than 73 000 Bm&), list Rated Input Recovery Efficiency and Standby Loss, For instantaneous gas water heaters, list rated input and recovery efflcfim�lcii. Packa e C Vs, Sealed nt """�, mmur�omxm� - l Manual), Package C: thermal mass (thermal mass type, covering, thickness, and description). 5v) 4-fa Fn�! - - Comv�n�,ovn MANDATORY MEASURES CHECKLIST, RESIDENTIAL (page i of 2) MF-IR wv* used. � Items marked with an =u�k be superseded by more stringcm compliance requirements listed on the Certificate of� Compliance, When this checklist is incorporated into the permit documents, the ��� noted shall be considered all parties as Note: Lo=*residential buildings subject to the Standards must contain these measures regardless ofthe compliance approach used,min mum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of or on this checklist only. Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents Instructions: Check minitial applicable boxes when completed or enter N/A nnot applicable, or on this checklist on* DESCRIPTION DESIGNER ENFORCEMENT Instructions: Check or initial applicable boxes when completed or enter N/A ifnot applicable. Building Envelope Measures: §150(b): Loose fill insulation manufacturer's labeled R-Value. • §150(c): Minimum R�l 3 wall insulation in wood Armed walls or equivalent LI-Factor in metal frame walls (does not apply to exterior mass wallit). • §150(d�, Minimum R-13 raised floor insulation in framed facts, 1 50(t): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no jil IS: Insulation specified or installed meets insulation quality standards. Indicate type ad form. §1 1 6-17 Fenestration Products, Exterior Doors, and Infiltratiordihifiltration Controls I . Doors and windows between conditioned and unconditioned spaces designed to limit air leakage, 2. Fenestration Products (except field-fidaricated) have label with cerfified LI-Factor, certified Solar Heat Gain CoafficieTit(SH(IC), and infiltration certification. 3. Exterior doom and windows weatberiaripped; all joints and penetrations caulked and scaled. §1 5ft): Vapor barriers mandatory in Climate Zones 14 and 16 only. k'I 50(f): Special infiltration barrier installed to comply with § 151 meets Commission quality standards. §150(e): Installation ofFireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have! a, Closeable metal or glass door b. Outside air intake with damper and control c Flue damper and control 2. No continuous burning gas pilot lights allowed, Space Conditioning, Water Heating and Plumbing System Measures: §110�§113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. §150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. §150(i): Setback thermostaton all applicable heating and/or cooling systems. §150(j): Pipe and tank insulation 1, Storage gas water heiners rated with an Energy Factor less than 0,58 must be extemally wrappedwith insulation having an installed thermal reustance of R. 12 or greater. 2, First 5 feet ot pipes closest to water heater lank, no-acirculating systems, insulated (R-4 or greater) 3. Back-up ranks for 'chair system. unfired storage tanks, or other indirect hot water tanks have R- 12 4All buried or exposed piping insulated in recirculating sections ofinot water systems. S. Cooling system piping belo. 55'f insulated, 6 Piping insulated between heating source and indirect hot water tank, DESCRIPTION DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures: �nathm.d) 1, All ducts and plenums installed, sealed arid insulated to meet the requirement ofthe 1998 CMC Sections 601, 603,604, and Standard 6.3; ducts insulated to a minimum installed level of R-42 or enclosed entirely in conditioned space, Openings shall be "ad with mwtic� tape, actriatt sealant, or other duct.,losaye system that meant the applicable requirements of UL 18 1, UL 19 IA, or UL 181 & If mastic or tape is used to =1 openings greater than 1/4 inch, the combination of niassic and either mesh or tape shall be used. Building cavities stall not be used for conveying conditioned air. James and seems 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 drawbancls. 2. Building cavities, support platforms for air handlers, and pletuars defined or constructed with materials other than sealed sheet metal. duct board or flexible duct shall act be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support Plafforms shall not be compressed to cause reductions in the crwa�sectional area of the ducts. 3. Jame; and mms of duct systems and their components shalt not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands, 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilating systems serving conditioned space have eitiberstoomatic or readily amesuble, manually operated dampers. 6, Protcction of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equititn"t maintenance, and wind but not limited to the following: Insulation exposed to weather shall be suitable for outdoor service a.g, protected by aluminum, sheet metal, painted canvas, or plastic cover, Cellular foam insulation "I'll be protected as above or painted with a coating that is water,retardiant and provides shielding from .In radiation thet.= cause I�Mdaflon of the material, § 114: Pool and Spa Hesiting System and Equipment. 1. System is certified with 78% thermal efficiency, on -off switch, weatherproof operating instructions, no electric resistance hosting and no pilot fight 2. System is installed with: a, At cast 6" of pipe between filter and better for future solar heating. It. Cover for outdoor pools or outdoor spas, 1 Pool System has directional inlets and a circulation pump time switch, § I 15: Gas fired Pool beaters, spa heaters or household cooking appliances It 8 (f): Cool Roof material meet specified criteria Lighting Measures: §150(k)l, Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 ImsenVwLit or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting controlpanel at an entrance to the kitchen. §150(k)2, Rooms with a shower or bathtub must have either at least one lummaire with lamps wi efficacy of 40 lumersAvatt or greater switched at the entrance to the room or one of the altemativar"o this requirement allowed in I 50(k)Z; 71 § and incandescent recessed ceiling fixtures are IC (insulation cover) CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 3 of 3) CF-1R Prcj Title 11 Date COMPLIANCE STA-TEM-ENT This certificate ofcompliance lists the building features and performance specifications needed to comply with Title 24, Parts I and 6 ofthe 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/Rernarkssection. The undersigned recognize that compliance using duct seating and TXVs requires installer testing and certification and field verification by an approved HERS Designer or Owner (per Business and Professions Code) Documentation Author Name: Address: I none ~~ Enforcement Agency on no: REVISIONS BY Nj GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE W/ THE 2001 CBC, PLUMBING. ELECTRICAL AND MECHANICAL CODES, 2.. VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS. V) 3. IT SHALL BE THE RESPONSABILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS ON THE SITE PRIOR TO COMMENCING WORK AND IS TO NOTIFY THE OWNER AT ONCE UPON DISCOVERY OF ANY OMISSIONS OR CONFLICTS IN THE DRAWING 'S. 4 PREPARATION OF BUILDING SITE SHALL BE PER SECTION 3302 CBCAALL STUMPS AND ROOTS SHALL BE REMOVED FROM THE SOIL TO A DEPTH OF AT LEAST Date 6r,�. 12 INCHES BELOW THE SURFACE OF THE GROUND TO BE OCCUPIED BY THE BUILDING) Scale Draw TYPE OF CONSTRUCTION VN C A PR C'ty Of Santa Ana ot 7 sheets | 24x36 PRINTED mwNo. m00eCLEAmPRIwTO i vx, Not, El ID -ov Ell n"V,- NqND rzT-L 41 N v,. lc� -7 0 IAI� M, All Q�v) 4"40 F-- DO G 4-4�' 11, ' , 1, REVISIONS BY r'-63 ,v, j C GA Chi_ 9 FES GAR & No .35217 1. V) Data 1) Scale Drawn Job Shoot of 7* Sheets I W - 7 Li 00 tiCY Cm' fro. e Kh _ _ _ I �. OD -w REVISIONS Blf - - CONCRETE LUMBER PLYWOOD 1. ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FOR CONFORMING I. PLYWOOD SHEETS SHALL BE COX CONFORMING TO PS 1-95 AND 1. ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR TO DIVISION 23 42001 C,8,C.a SHALL BE STAMPED WITH THE ORPA GRADE OF THE AMERICAN WEIGHT HARD ROCK TYPE (150 /CU. FT.). AGGREGATES SHALL PLYWOOD ASSOCIATION. UNLESS NOTED OTHERWISE ON THE PLANS. REINFORCING STEEL BE NATURAL SAND AND ROCK CONFORMING TO ASTM C-33 WITH PROVEN 2. RAFTER, BEAMIS, PURLINS SHALL BE DOUGLAS fR NO. UNLESS 2, EACH SHEET SMALL HAVE A MINIMUM AREA OF 8 SO_7 0. FT. WITH A 1. REINFORCING STEEL SHALL INTERMEDIATE GRADE DEFORMED << t tt SHRINKAGE CHARACTERISTICS OF LESS THAN 0,05 X OTHERWISE NOTED MINIMUM DIMENSION OF 2 FEET. 2. READY MIX CONCRETE SHALL BE MIXED AND dEUVERED IN ACCORDANCE GRADE BARS AS FOLLOWS "-7 WITH ASTM C-94. PLACEMENT OF CONCRETE SHALL CONFORM TO 3. JOIST. PURLINS 2" TO 4" WIDE, 6" 6 DEEPER NO.1 3. SEE FRAMING PLAN FOR DIAPHRAGM NAILING SCHEDULE, NAILING FOOTING, SLAB ON GRAM, AC1301. BEAMS. PURLINS OVER 4" WIDE NOA SHALL BE INSPECTED AND APPROVED BEFORE COVERING, SiIBPU161NS 2" TO 4" WIDE, 6'" > DEEPER NO.1 MASONRY, AND BENT DOWELS. TIES 3. CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE Y. LEDGERS N0.2 •3 BAR AND SMALLER ASTM A 6t5 GRADE 40 _ OR BLOW ALKKL CONFORMING TO ASTM C-150. STUDS 2" x a" OR 3" 4" STUDS 14 BAR AND LARGER ASTM A-615 GRADE 60 x 4. MtNlMUM COMPRESSIVE STRENGTH OF CONCRETE AT AGE Of STUDS 2" x 6" N0.1 2. DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A-305 AND BENDING IN ACCORDANCE WITH AC1318.95. 28 DAYS FOR. POSTS 5" x 5" AND LARGER NO.1 3. MNNMUM CONCRETE COVER OVER REINFORCING REBAR FOR - FOOTINGS SILLS. PLATES AND BLOCKING N0,2 1 SLAB QNS GRADE 2500 PSI 4. SILLS N� PLATES IS CONTACT WITH CONCRETE OR MASONRY ANp FOUNDATION NOTES (EXCEPT AS NOTED OTHERWISE) WITHIN 48" (?f GROUND SHALL 8E PRESSURE T NDtTI DOUGLAS FIR NOT EXPOSED TO WEATHER OR EARTH 1'. 510E WALKS 2000 PSI IPTOF1, SILLS SHALL BE BOLTED TO THE FOUNDATION WITH M 1. FOUNDATION HAS BEEN DESIGNED ASSUMING MI�IMgUM ALLOWABLE ' ^ 5. MAXIMUM SLUMP SHALL N07 EXCEED 4" DIAMETER x 10" BOLTS AT 48" ON CENTER, 12" MINIM N FROM SDI BEARING PRESSURE PER 1997 UNIFORM BUILDING GORE SHALL EXPOSED TO WEATHER 1 V21, 6. CONCRETE SHALL BE MAINTAINED IN A MOTS? CONDITION FORA ENDS OR 2 BOLTS MMIMtNa PER PIECE. UNLESS NOTED OTHERWISE. BE AS FOLLOWS: EXPOSED TO EARTH MINIMUM OF 5 DAYS AFTER PLACEMENT. ALTERNATIVE METHODS 5. STUD WALLS ABUTTING A CONCRETE OR MASONRY WALL SMALL BE PILASTER,BEAM NL COLUMN TIES 2t/r' WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN BE BOLTED TO THE WALL WITH 5/8" ANCHOR 8TS AT 24 ON CENTER. 0LCONTINUOUS FOOTING • 1000 P.S.F. FORMED FOOTING AND WALL EXPOSED TO EARTH 2'" _ ASSURED. T AT iD.C.ISOLATED FOOTING NFORMED FOOTING AND WALL EXPOSED T EARTH " __ 6. ALL N BEARING STUD WALLS SHALL BE 2 x STUDS 6 D 1000 P.S.F.S0 E 3 ° 7 SIDE. UNLESS OTHERWISE NOTED. SLAB ON GRADE 2 _._._. _. . ALL REINFORCING STEEL. ANCHOR BOLTS. DOWELS AND OTHER WITH "GYP BOARD EACH ESS INSERTS SHALL BE SECURELY FASTENED IN THE FORMS BEFORE '. ALL STUD WALLS SHALL HAVE FULL HEIGHT i x 6 DIAGONAL 2. ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIR 4 CONCRETE IS POURED. ADEOUATE CLEANOUTS SMALL BE PROVIDED M SPLICE IN CONCRETE i - LET -IN BRACES AT ENDS AT INTERVALS NOT EXCEEDING 25 FT, UNDISTURBED NATURAL SOIL, OR APPROVED COMPACTED FILL AND MINIMUM OF 36 BAR DIAMETER OR 12 wklGtV€R IS GREATER. ilr O.C. UNLESS OTHERWISE NOTED ON PLANS. BRACES SHALL COVER A ADJACENT FINISH GRADE UNLESS NOTED OTHERWISE. `� INSPECTION. MIHam OF SU( STUD SPACES. 3. ALL FOOTING SHALL BE CENTERED ON PILASTER MN?/OR WALL AND 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND 1-82. B. VIBRATION OF CONCRETE SHALL BE 1N ACCORDANCE WITH ?tom 8 COMMON NAILS SHALL BE USED. COLUMN UNLESS OTHERWISE NOTED. " GENERAL PROVISIONS OUTLINED IN PO RTLAND CEMENT ASSOCIATION SPECIFICATIONS ST 26. 9. FIRE BLOCKING 2 x 1 V2 THICK. SHALL BE PLACED IN STUD S. ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REOMMENTS i WALLS AT CEDING AND FLOOR LEVELS, AT EACH 10' HEIGHT OF 4. FINISH FLOOR (F.F,) EXCAVATION SHALL BE AS NOTED ON GRADING OF AC1318-95. i ~ 's 9: EXPOSED CORNERS OF COLUMNS. BEAM. WALL, ETC. SHALL PLANS. STUDS.AND BETWEEN STAIR STRINGERS AT SUPPORTS. DOWELS ANCHOR BOLTS INSERTS, 7 BE FORMED WITH �a CHAMFERS UNLESS DETAILED OTHERWISE. 7, ALL REINFORCING STEEL, ETC. T 10. JOISTS SHALL BE BLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED 5. THE CONTRACTOR SHALL 8E SOLELY SHALL BE SECURED IN PLACE PRIOR TO PLACING ANY CONCRETE ' 10. CONCRETE CONTRACTOR SHALL SUBMIT PROPOSED CONCRETE EC RESPONSIBLE FOR ALL EXCAVATION © AT INTERVALS OF 8' WHERE JOISTS ARE 2 x 12 DEEPER, PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ANY GROUT,OR �_ � � DESIGN MIX TO THE ARCHITECT AND ENGI�ER OF RECORD,PRIOR TO I �3 START94G THE WORK. 11. MAXIMUM UNSUPPORTED HEIGHT FOR NON -BEARING PARTITION SMALL JACENT PROPERTY. STRUCTURES. STREETS AND UTILITIES IN S. ALL REINFORCING STEEL SMALL CONFORM TO THE REQUIREMENTS Za " ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY OF ASTM A-615 CRAB 60, � �' i s � 11. NO WATER SHALL BE ADDED ?O CONCRETE WITH TEMPERATURE 2 x 4 0 � O.G. UP TO 14 0 ORDINANCES. ! Ica I E IN EXCESS OF 956F, 2 x 6 0 W' O.C. UP TO 2O' O" 8, ALL REINFORCING BAR BENDS SHALL MADE COLD. 2 x 8 0 W, O.C. UP TO 26' 12. WARE MESH LAP (END >k SINE) SHALL BE ONE FULL MESH •2. 6. ALL FOOTINGS SHALL FORMED t0 MEET SIZES INDCA7ED ON �• ALL REINFORCING BARS SHALL BE FREE FROM GREASE< RUST. MILL y a PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS. AILS, AND/OR SCHEDULES, SCALE OR ANY OTHER FOREIGN MATERIAL WHICH MAY AFFECT iFiE f DRAWINGS DETAILS, i f s v g 13. BOLT HOLES IN W0� MEMBERS SHALL BE A MINIMUM " AND A 7. ALL FOOTNS AND PIERS SHALL BE CENTERED UNDER THE BUILDING ABILITY TO BIN} TO THE MORTAR. _.....:. _ -- BARS � a t MAXIM>wt V% LARGER THAN THE BOLT DIAMETER. COLUMNS. tU.N,O.D 11, REINFORCEMENT THAT IS PARTIALLY EMBEDDED IN CONCRETE SMALL I _ate (J NOT BE FIELD SENT EXCEPT AS SPECIFICALLY DETAILED IN THESE r 8. ALL EXISTING UTIL17ES THAT INTERFERE WITH THE STRUCTURAL f T DRAWI4GS OR WITHOUT THE WRITTEN T I SMALL BE REMOVED AND RELOCATED. OtNDA INNS APPROVAL QF HE ENGINEER OF RECORD, p ftw 12. ALL REINFORCING STEEL SHALL B£ PROVN>ED AT P auP, u � Ems` cai. d @ pD tJ �o u i> O a p S.DUCTS ANO CONOtATS WlTFW4 THE SPHERE OF INFLUENCE OF ALL OUR JOINTS mJ6i,J( t° ---, THE FOOTING (THE ON THE DRAWINGS. WHERE LAP AN)/OR SPLICE LOCATION - Q( PRESSURE ZONE, EXTENOING BELOW THE FOOTING C� NOT SPECIFICALLY INDICATED. PROVIDE GLASS "C" SPLICER" ° � � . � `-�- � l ., x .... , r_ �.�. , ; .; > ` � BASED ON A 2 HORIZONTAL TO t VERTICAL SLOPE), SHALL R. A ALL 8E SL£EVEO SCHEDULE, ALL SPLICE LOCATIONS SHALL BE CLEARLY, f` I THROUGH CONCRETE CAST -IN -PLACE AT T F SHOWN ON ....�::....,. HE OL�ATION POUR. 4� HD. AND APPROVED BY ENGINEER OF RECORD BEFORE •� SHOP DRAWINGS FOUNDATION MAY BE SUBJECT TO STRUCTURAL REVISION IN THE FIELD FABRICATION, DUE TO POSSIBLE VARYING SUBSURFACE CONDITIONS. 1 «2 z O. 3. PLACING TOLERANCES AND BAR SUPPORTS SHKL CONFORM TO T N MANUAL OF STANDARD PRACTICE FOR REINFORCING CONCRETE HE ,,,� CONSTRUCTION. B wCR31. ;. µ 14. CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE _ r FOUNDATION _ �'] L AT � S � S j �, �, � LESS THAN 1 . NOR i BAR DMA., NOR ix MAX. AGGREGATE SIZE. BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVEAR t FIRST r 4 BARS N IRS LAYER. MIN. DISTANCE BETWEEN ION . FOUNDATION PLATES SILLS SHALL BE T T £ LAYERS s OR FOUNDATION w BOLTED Q THE FODUNDATIS _J , . � 0 f, -� i - ALL WITH NOT LESS THAN '�'• DNA. STEEL BOLTS EMBEDDED AT LEAST 7" INTO THE CONCRETE OR, MASONY SPACER NOT T R AND II - MORE THAN 6'-O" APRART. THERE SHALL BE A MMIINtW _ OF (2)BOLTS PER PIECE WITH ONE T " - � �� BOLT LOCATED WITH 12 OF EACH END OF EACH PIECE. A PR (_ RLY SIZED NUT AND WASHER SHALL BE TIGHTENED ON EACH BOLT TO THE PLATE. FOUNDATION _ PLATES AND SILL SHALL BE THE no OF WOOD SPECIFIED IN S£C7y� . i.:.: .,. { ..... .. ,_`... 4 �x is ,�..?f RNA 23a6.4 OF THE 2aa1 c.B_G. SHEAR,., SILL CONNECTION 'FOP ANCHORAGE ; SYM SHEAR TALL SHEATHING (2) CONCRETE k VOOD SIMPSON TUBC) HASONRY Am A16O 7/8' STUCCO OVER PAPm_BAKED Ullf X/11 CA 3tAPlE9 0 6'0.C. TOP & BOTTOM b E.N. & F,N. (PER SECT. 2513) SIC A8 6 72. 4C. 16d 0 6' O.C. 16' O.C. 1 260 3/8' C-O,C-C PLYUD Mn V/8d 0 6' Q.C. BY, A 12" O.C. ?Y. 5/8' A8 ® 46' 04 IBd 0 5' D.C. 16" D.C. 1I 340 I6/32' C-D.C-C R M'D BLKD v/1Dd 0 6-O.C. LN. & 1210.C. P.Ii. 51C AB 0 32` O.C. I8d • 3' D.C. 12. O.C. i I 490 15/32' C-D.C-C PLYYM BLKD v/84 0 3' O.C. E.N. k IYO.0 Rat 5/8' AB 0 24` Ot 61W jig f N1' 0t 8' O.C. 13 t 550 16/32' STH I PIM MXD w/8d 0 3' QC. Zy. k 12O.C. TIT. 6/8` AB 0 16' D.C. S/ia IM Ia f 0.t. 8' O.C. 4 I 665 15/32' STR I PLYBO BLKD w/10d 0 3' O.C. By. k 3Y O.C. Y.a1. 5/8` All 0 18" O.C. 5,W Ig 0 V Ot 8' O.C. 15 I 870 I6/32' STR I PLYIRI BIRO V/10d 0 2' Q.C. B.N. it 12' O.C. F.N. 5/8' AS 0 8' O.C. 6AIr I,g a 4' 0.0 8' O.C. A. ALL EXTERIOR WALL TO BE SECURED T ITH 6/8' DIM. X 12' Ab.'S C TABU: FOR USE WITH STUDS AT 16' O.C. "MUN. AT 72' O.C. TtTM 7' OF W0,UENT; UNLESS MIERTrISE NOTED. H. ALL LAG BOLTS (LB) TO BE 8° LONG INSTALLED WITH PILOT HOLE AND T111% MINIMUM 2'x2'x3/16' THICK PLATE TIASIER UNDER NUT AND TRENCH. AT EACH BOLT. L 6/8` MR. A.B. VAY BE REPLACED BY 5/8' DIAN. THREADED RODS S. ALL INTERIOR TAUS Wn SHOT P111S.. RAMSET ,/ 3348, OR V/ 5-3/4' EUBED. VIM CM -GEL 7000 EPDXY SYSTIN EQUIVALENT. At 36' Q.C. AT WRING TALUS AND 40' O.C. AT L C LO. ER. 4846. (OR W)VALENT) . AT THE SAME SPACDIG. NON -BEARING WAla UNLESS OTMERIME NOTED. X MUM MEMBERS OR BLOCKING SHALL BE PROVIDED AT ALL MCM C. CMOE MINIMUM (2) ANCHOR BOLTS PER FA EL OF ALL PLYROOD SHEETS Di SHEAR TALL. D. CODE MINIMUM 164 SOLE PLATE NADS AT I6' D.C. TYPICAL AT ALL L AIL PLIROOD PATH SITU 12 1UNUFACTURED UstNG EXTirRiOR =-E. SECOND IWOR HALLS (n aJlti. I. = 31 STUDS. AND 31 801703E PLATE VIT H STAGGERED RAILING E, ' THERE DOUBLE 2x SOLE PLATES ARE USED, PROVIDE PROGRESSIVE NAILING. WHERE THE ALLOMABLE SHEAR VALUE EXCEEDS 36O PI.F. L THERE SHEAR VATIMIAL IS INSTAIIED ON BOTH SIDES. THE P. ALL NAILS ARE COMMON NAILS. SPACDIG MR THE ABOVE TOP ANCHORAGE AND MLL CONNECTION SHALL BE HALF SHOWN. UNLESS OTHERWISE Na?'D ON PLANS. ROOF PLYWOOD DIAPHRAGM (SHEATHING): USE 1/2' STRUCTURAL C-D OR C-C PLYWOOD, MIN. PANEL INDEX NUMBER (24/0), WITH 8d NAILS AT 8. O.C, SUPPORTED EDGES AND BOUNDARIES: AT 12" O.C. IN THE FIELD (UNBLOCKED U.O.N.). FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. FLOOR OR DECK PLYW04D DIAPHRAGM SHEATHING USE �.+` ® STRUCTURAL It. C-D OR C-C PLywOOD. MIN. PANEL INDEX NUMBER (40/20) TONG & GROOVE. WITH 10d NAILS AT 8" O.C. SUPPORTED EDGES AND BOUNDARIES: AT 10' O.C. IN THE FIELD (UNBLOCKED U.O.N.) FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. NOTES: • .USE, DOUBLE FLOOR JOISTS BELOW ALL PARALLEL SHEARWALLS U.O.N. • AT FLOOR LEVELS. USE SOLID BLACKING .AT PERPENDICULAR SHEARWALLS AND DOUBLE FLOOR JOISTS AT EACH END OF THE SHEARWALL • ALL BEAMS SUPPORTING SHEARWALLS MUST BE STRAPPED TO THE WALLS BELOW. • ALL HOLDOV►NS ON UPPER LEVEL MUST BE CONNECTED TO A POST BELOW WITH A HOLDOWN TO THE LOWER LEVEL OR TO THE FOUNDATION. Of Sheets 24 %36 PRINTED ON NO, 9040H CLEARPRINTO _ , ,4b u M � lYi m t� n� C+ E d • > t lQi y DQiJ . ".. .. .. _ .. .. . . .. ..,,. .. ': x i .. •tea F?� I — AD mE a 11 SHEAR WALL SCHEDULE SILL CONNECTION TOP ANCHORAGE i j = I Z V7 } Z 1 �. ' � ` .Ck� . tom ? J h ( % C� d a 1 Su SHEAR iAt3.. S"�L�ATHiNG � { ) CONC'REtE 8 )!'a0D S!?#PS4N » •7 a, r/� yr^^?pp may( ®, �y A{J �.. �� �L✓ c'.�l'r 1G-,Fi 4%b'RSt";� � "'vF16 ��-.. �.i, p±� i�S� �aV� rr it5�y,,_.. y� [ jd � w�aNRY Ass ? I80 7fti� STUCCO OVEE PAPER- UTH W !I CA / STAPLES 5/8" All 72' O.C, 18d 8w O.C. w 18 O.C. i ._ _.. ,- .. yF, `� if �(..._. Di Cr 1h1 f�^'— �j,9 \.4+'"i i� �;:/("'!', - 0 8 O.C. TOP & 8031't)3t & EN & F.N {PER SECT .,.,..... .. �w w / C-O.0 , t� 2. a Gii�i d < C PIM Mn V/Bd i 6 O,Ce By. i 1Y a t F_t w • 5 B AB i 48 1) C.6 18di3 O.C.O.0 • O.C. 11 SQO I5/32 C-D.C-C PLYitO aLKD v/10d i 6 O,C. Lx. & 12`04 FJ1. 5/8• AH s 32` O.C. JU i 3" O.C. 120 Q.C. t � �, �15 � ` �t� �S. ��� I 480 15f D,C-C PLY11T1 BLKD +rf 8d 0 3' A.t: F.N. t vroz Fj S/c AS 0 24" Q.C. 5/fA' i !° Ot S' Q.C. FRAMING MI (G NOTES Rt14f RADIANT BARRIER PER ,� - .. ;4�. .�.�', ".. ... ,, ,i 4. �L \�aQc �r 'C � i g S80 1b 32' STR • / I PLY1tD aLKD x/8d 0 3O.C. T,Ii. & Ir 04 YJ. . . 5/0 AB i 18 D.C. . S ! 1 8C � 8 O.C. TIT PER TITLE 24 AT ROOF SHEATHING _ ✓ �rW 2 CrX { � ° : J 2 12 iCiCs>F31ti 2X isC,``r fl ! q 6(15 15/32 SIT I PLYIiID aLXD WlOd � .�� / O.C. RX, i Ir O.C. F,N. 5/8w AB $ IS* O.C.khr 14 f 4' of 8" O.C. 1e ROOF SHEATHING J/ LYWwflpD {32116) OR pSg, UNBLOCKED _ _ . -,�is�t(i � � X`�, G�\1�� ���"�' ' 15 870 IS/32w SI'R I PIZWD ma >< I10d 0 2 O.C. B.N. dt 12 QC. t.N. w 5/0 AD 0 8 O.C. S/1�t�4/ 4�. w d Q.C. i. F DIAPHRAGM. / NAILING- 8d Q 6" Q.C. SUPPORTED ENDS BOUNDARY 1 ea 8d 2 O.C. FIELD. _ /4 x� g k., T�". , t , �' �' x� A. ALL. Eliz'iRtOR ItALL TO aE SECURED VIT}t 9/Bw D#Alt: X 12' A.beB C. 'tA13lE FOR tkD: 1�!'t"11 STUDS AT 18' a.C. iiAXDtiI?�. ' USE tI3) 16d Q TOP PLT. CHORD SPLICE WI ST6224 (USE 1XS SOLID SHEATHING OR A-C GRADE PLYwfl00 (� ��� �� '�� -�$,� _ : AT 72w O.C. WITH 7' OF DIHEDMENT, UNLESS MERti� NOTED 8 ALL LAG aQLTs L8 TO V r ( i 11E a IANG INSTALLED WITH PILOT HOLE AND 111T1i 10NIIiUit 2wat2 z3 18' 11 1 T11iCK PUTS WASHER UNDER NITt AND ifWCH. ..,.. 2. AT EAVES &OVERHANG) PROVIDE 4X POST AT EACH _ .,. _... _�- . _. AT EACH BOLT. L 6/4` MR. A.B. VAY BE REPLACED BY 5/0* DLW. THREADED RODS B. ALA. INTERIOR WALLS Y[M SHCf w PH4S, RAIiSET / 3CI48. OR Y/ 5-3/4 EIMM Vpht CIA -GEL 7WO EPDXY SYSTE1t _ ".. END OF 4X10 OR LARGER MEMBERS DOUBLE STUDS FOR 4X8 SINGLE - _ _ ,-, . EQUIVALENT. AT 38O.C. w AT aEWG YAW AND 4ti O.C. AT I C.&O. OL 4848. OR ALENT AT THE SA SPA G. NON -BEARING Y ( EQUItt ) , LIE CIN AL1.4, UNLESS OTHER11nSE N OTED. X 11ROING III BERS OR BIACBING MALL as PRDvIDM STUD FOR 4X6 OR SMALLER MEMBERS ,,' , . _ ,: �j 3 1Z x . �� .. `-.p,A&_. �.�I� _ f2 C. {� AT ALL EDGE {ODE IiIN11N31 (2) ANCHOR aDtxS PIS; PANEL. OF PLYWOOD S1IEL�'S MALL DI SHEAR 3. WHERE DOUBLE 2x SOLE PLATES ARE USED. PROVIDEI. PROGRESSIVE NAILING. _� D. CODE ]JINIUUM IOd SOLE PLATE NAILS AT I8' O.C. TYPI ALL PL1 WOOD PANEL F E CAL AT ALL L SHALL >� IUNIi ACIIJR D USING EXTYRIOR �tLE. SECOND FLDOR TAUS (v m). ' `)1k � ` L .I_14 iISE Sat S711D3. AND Sat EQITOM PUTE >MtT11 STAGGERED NAILING E >111ERE DOUBLE 2>< SOLE PUTES ARE USED. PROVIDE WERE THE ALLOt1ABLZ SHEAR VALUE EXCEEDS 35Q PLY. �/ --.�.-7 4. ALL NAILS ARE COMMON NAILS. ;� PROGRESSIVE NAILING. F. ALL NAILS ARE COIUUGH NAtIS. Z. Yl1ERE SHEAR ItATER1AL >s 1NSTAtlED ON $07ii S1DE� THE ' S- ALL STUDS Q 16" O.C. MAXIMUM, ...C1iJC`tJ c c>L i` 4a �r1j !4? 1 °f 1 SPACDIG FOR THE ABOVE TOP ANCHORAGE AND SILL 6. ALL LAG BOLTS (LB) TO BE 8" LONG INSTALLED 4 2 x r—r r't1- COMMON SHALL BE HALF SRO". UX=3 OTHERWISE )IOT9-3 ON PLANS 7. WITH PILOT HOLE AND WRENCH. FRAMING_ MEMBERS OR BLOCKING SHALL BE PROVIDED -2 (_ t-Lvc ? , Q 2 a j Z c . ROOF � _PLY C)OD DIAPHRAGM (S EATHING) — 8. AT ALL EDGES OF ALL PLYw'D SHEETS IN SHEAR WALL. ALL PLYWOOD _ _ _ , USE 1 /2 STRUCTURAL C-D OR C-C PLYWOOD,N ]vi1N PANI'�. INDEX NUMBER 24 0 WITH 8d MAILS LS AT H C.C. SUPPORTED EDGES AND BOUNDARIES: AT 12 O.C. IN THE PANELS SHALL BE _ FIELD (UNBLOCKED U.O.N.). MANUFACTURED USING EXTERIOR GLUE. _ _ . t4XA Air,) +X 4 rot m FACE GRAIN OF P PLYWOOD SHALL 13E PERPENDICULAR TC SUPPORTS. 9. 2 LAYERS OF 15• FELT SHALL BE USED AT ALL STUCCO APPLIED OVER PLYWOOD. I ` a �, z x� /r1 . r. sac e`>_ f /���c _ 1�.. FLOOR OR DECK P YW L OOD DIAPHRAGM(SHEATHING): Date 2 _ ' t . �. U5E 'STRUCTURAL L it. G- 2 7 i7 OR C-C PLYWOOD. MIN. PANEL INDEX NUMBER (40/ 0 TONG & GROOVE. WITH Od 1 NAILS AT 6 O,C. SUPPORTED EDGES AND BOUNDARIES: Scale I r � i I- �... . . , j cm _ AT Io O.C. IN THE FIELD (UNBLOCKED U.O.N.) _ FACE GRAIN OF PLYWOOD SHALL. BE PERPENDICULAR CULAR TO SUPPORTS. Drawn {�.., .,... NN OT E DOUBLE FLOOR Job ] ,_ , � _ , _ _. ' i(�a f JOISTS BELOW ALL PARALLEL SHEARKALL.S U.O.N. AT FLOOR LEVELS. USE SOLID BWCMNG . AT PERPENDICULARSHEARWALLS AND DOUR O LE FLOOR JOISTS AT EACH END OF THE Sheet. _ SHLARWALL ALL BEAUS SUPPORIING SHEARWALLi MUST ST 8E STRAPPED TO THE WALLS BELOW, ' LDO NS ON UPPER LEVEL, MUST BE C 0 W W ONNECTED 1'�i A POST BELOW ifiH HOLLIOWN TO 'RoA THE O L WER LEVEL OR TO THE FOUNDATION. 24 s 38 . PRl4�T�p 4�F`td�: DDOH CLF_�RPRFNT� Of Sheets AR E 6 B Y ' RATER BOARD POLHIP 4 d O.C. C. (1 ' �� i i 2ool _ SHEAR PANEL �' SDt E.N.EN3 X � PER PLAN _ 10) E f 2 RAFTER PER PLAN 12 6 EN 3r /// !t 3 4X4 KING POST _� //tt �,t f T Profesionai Engineering 41F,_ _ t� "� Services 4 TOP PLATE -- FLUSH BEAM WHERE _j 'l �, SSTB . + + OCCURS WITH PC 5 j }(( ANCHOR ` - 4s 6 SIMP PC ` 7 (t�`� °' 0 7. 3- 16d F,N. TO RIPPED _ i ` ai % " • 3 (5) 16d�/ 5 KING POST x 1 WALL DASHED PE 1- RFTR. AND CEILING JOIST 2 9 (WHERE OCCURS} '' �t t LAC I R C E CICHO35217 PER PLAN 2 BOT. PLT. & NAIL'G k { � � 5" FRM CORN"R & > 2- EXIST°G ROOF SHT'G 3 FLR. SHT'G & FRM`G. ", z E.N. 'SiMPSON` POST CQNC. MIN. SIMP. MAX. 1 14 FRM EDGE d DASHED 0 INT. WALL NO. BOLT BOLT Le HS SB PST SSTB LOAD PH 714 / 841 0643 3- NEW FLUSH BEAM PER PLAN 3 (WHERE OCCURS) y x 4- NEW SIMP U26-2 TO 4 TYP. DBL. TOP PLATE Y �= 7692 Q U E B E C DR R.R. & C.J. & 2X BLK`G 5 2X RIM JOIST HD2A (2) % % 12" 4y2 1/2 4X4 16 2775 H U N T t N G T O N BEACH 5 $ W/ 16d C 8'" O.C. 3� t� CALIFORNIA 92648 TO TOP PLT. ?XtZ f'�k � 32"/� HD5A (2) 3%a 74 16" 51j4 3 .4X4 20 4010 z� OCHOAIGAOL.COM ° PLY'D FLR. SHEATHING E ` �/ /a je 24" 61/ 3y2 4X6 28 5510 w REVISIONS PER PLAN j 1 2X_ < HD6A (2} T 7 7 SOLID BLK. 48" O.C.Lx12 -t; H08A (2) /s %a 24" 8y'j 4xs 28 7�10 I rIP�� 1.0. 8 SHEAR WALL PER PLAN SEE SHEAR WALL SCHED. 02-I� I � HD10A (2) Y8 'ls 24" 6�j83ij2 4X6 28 9990 4 FOR SHEAR TRANSFER 0 WHERE OCCURS 4 )( tT)47 ' Cc ate / C_ p SHEAR WALLS 9 A-35 PER SHR. SCHEDULE t �4_1 Cr O 1 KI I�IG POST 1''m1'-�•' SHEAR TRANSFER EIS 1"•1'-�.. ,.,.,.-a" �., 1A' �. HOEDOWNcl FLOOR Ta WALL 1 �Fs1 - CIA 2 1� 4'-0" MIN. LAP 5 2 . (2) 16d / STUD ,•r 6 1 3 s F186)dl 6d MIN. & 4 5LAP TOP PLT. a 16" O.C. 0 STUD MAX 1 5 3 2 4 z }�!� $ B 8 2 4 _.._ i .. �� 4X4 HDR. 6 D MIN. PROVIDE 1X6 LET -IN BRAC'G (IF NO SHEAR g + c~n WALLS OCCUR) 60 7 6 + ` � _ 7 z SITE: 16d 24.. MAX. 0 45' MIN, W/ 6 5 (3) 8d EA. END & EA. -- -� z 6SJX NAIL (3) 16d E.N. STUD BRACE EA. 8 TYP, CORNER 0 25' O.C. MAX. 4 - 9 1- 2X STUD WALL PER PLAN O 2X 7RtM`R & PROVIDE 2X FIRE i= d KING STUDS (2) 16d E.N. � �' ,. 2- 2X4 PLT, o. 0 JAMB TO 2X SILL BLOCK WHERE WALLS c-p' 3- SHEAR WALL WHERE OCCURS TYP. EXCEED 10' H. & AT ALL 1- ROOF SHT'G O/ 2X ROOF RFTR. 7 4- 2X BLK'G OR CL`G & SOFFIT LINES PER PLAN 0X6 STARTER BOARD S RIM JST. a 2X STUDS SHtPLAP- AT EXPOSED EAVES) 8 5- 3j4" PLYW'D SHEAT'G P€R C a 16" O.C. 2- B.N, - PLAN 0/ 2X FLR. JST. z ..: »._, p PER PLAN W/ R-19 INS. (2) 10d T.N. 1- ST2115 0 48" O.C. IN 1- (E) ROOF SHT'G O/ 2X ROOF RFTR. 3- (5)- 16d 0 RFTR. TIE 7t 9— Q 2X P.T.D.F. SILL PLT. LIEU OF 2X4 TIES 3 I - 6- G.I. MUDSCREED AT EXT. WALLS EA. SIDE STUD W/%" DIA. ANCHOR 2- E.N. 4- 16 B.C.. W/ A-35 0 BOLTS W/ 7" EMBED'T 2- B.N. 16`° O.C.. U.N.O.` 7- A-35 16" O.C. O TO PLT. 3- 2X BLOCKING (ALT.) �l�?`0 ��" PER FOUNDATION PLAN. 3- 2X RIDGE SOARD 5- 2X CEILING JST. ,{) 8- 2X4 P.T. D.F MUDSILL W/ A.B. 4- 2X CONT. 'SHAPED' W/ l6d i [ w PROVIDE A. B. PER PLAN PER PLAN W/ 2jz"X2jz` X 0 6'-0" O.C. & 4=jz'" 4- PLYW'D ROOF SHEATHING PER PLAN 6" O.C. TO BLOCK- OR- WITH 5 ° 8,. 5 , 'A" THK. PLATE WASHER z MIN. 12°° MAX. FRM. 2- 16d NAILS TO EACH RAFTER 6- DBL TOP PLATE PER PLAN 9- CONCRETE FTN'G PER PLAN 5- ROOF RAFTERS PER PLAN 0 SILL END IN LIEU OF 2X BLOCKING. 7- 2X STUDS 16" O.C. SEE SHEAR WALL SCHED. 6- 2X4 TIES @ 48" O.C. FOR SHEAR TRANSFER 15" MIN 10- (2) •4 REBAR 'TOP & BOT. •' 7- 3- 16d TYP. 5- 2X RAFTER 'CALIFORNIA' OR WD. BM. PER PLAN SHEAR WALLS FRAMED 8- SHEAR WALL PER PLAN w _____. _______________________________ 8- CJ / TIE PER PLAN W/ 4- 16d 6- PLYW'D SHT'G PER PLAN z WHERE OCCi)RS TO RAFTER w n EXTERIOR BEARING WALL 'CALIFORNIA' FRAMED SHEAR TRANSFER _ EXTERIOR FOOTING 1"-1'-0" 1 RIDGE �4 ROOF is AT EA�IE '"''' °" -- FRAMING � OUTER 1/3 MIDDLE 1/3 OUTER 1/3 0 o �✓ OF SPAN OF SPAN OF SPAN ONLY 5 3 {2 ROWS) SHR. WALL , AT TOP OR BOT NO NOTCHES AT TOP OR BOT 1 SLOWED U.N.O. I ti • MAX WHERE OCCURS U 1 S.N. 2 D to 4 E.N. 5 EXISTING z 2 ► i 8 �4, 3 6 4 I 3 3� z • �' 4 �. - N ` chi � 1 � 9 �- e3 1 7 _ w g OUTER 1/3 MIDDLE 1/3 OUTER 1/3 NOTCHING 4 , 1. 2X OR 3x STUDS PER PLAN --. 2 8 � ��.. 6 I OF SPAN OF SPAN OF SPAN ONLY & S.W.SCHEDULE ! � �� 7 AT TOP OR SOT NO NOTCHES AT TOP OR SOT 2 2. E.N. 5 7 - 9 1- 2X STUD WALL WHERE OCCURS f g ALLOWED U.N.O. 12 w _ w I{ Ij t� PER PLAN w 8 3. B.N. 6 2- 2X4 PLT. a & + - ' t- ROOF SHT'G Ot 2x ROOF RFTR, - 3- SHEAR WALL WHERE OCCURS 0 Cq 4. S»N, PER PLAN OX6 STARTER BOARD � F.G. Co 4- 2X BLK'G OR FLOOR JST ir 5. PLY'D SHT'G PER PLAN-SHtPLAP- AT EXPOSED EAVES) { 5- PLYW"D SHEAT'G PER IC)2- 2X4 FLAT LOOKOUT 0 32" O.C. PLAN O/ 2X FLR, JST, i- 1. POST/CRIPPLE POST PER PLAN 6 2- 2X RAFTERS NAILED TOGETHER NOTCH INTO FIRST RAFTER PER PLAN W/ R-19 INS. z 1 10 12 3- B.N. _ . 6- 2X BLK'G 0 16 O.C. D AT PARALLEL F.J. g 7 2- 2X TOP PLT. 4- (2)- 16d 0 EA. 2X4 "� U OWNER: 2. SIMPSON ST PER PLAN HEADER W/ SIMP PC 8. SIMP. A35 @ 16" O.C.5- A-35 2 -£)" O.C. 7- A-35 0 16" O.C. o W/ 12- 16d 0 EA. END OR TO CRIPPLE WHERE 2x LARGEST BORING 2 10 � MST W/ 17- 16d 0 EA. END. OCCURS BORE DIA. 1 OR SEE SHEAR WALL 8- 2X4 P.T. D.F MUDSILL W/j�`" DIA MIN. 9. SIMP A35F 16" O.C. SCHEDULE OR U.N.O. 5' 8.. 0.5' X 10'" L. A.B. PER PLAN W/ w 3.3 DBL 2X BLK`G 11 2 f "X2i X 10. CL'G JST. PER PLAN 6- 2X STUDS @ 16" O.C. J 2 �L" 15°" MiN ' THK. PLATE WASHER i SEE SHEAR WALL SCHED. 7- SHEAR WALL PER PLAN 4 FRACTION FOR SHEAR TRANSFER 0 WHERE OCCURS 9- CONCRETE FTN'G PER PLAN OF JOIST 2x6 2X8 2X1.0 2x12 2X14 11. WALL FINISH PER PLAN D/6 yell 1i °° ,ij ,. , / �° 2i j . 20v1 CBC SHEAR WALLS 8- 2X BLK'G 0 48" O.C. � ,. ., � .° SECTION 2320.8»3 12. SOLID BLK'G FIRST SAY ONLY 10- (2} 4 REBAR TOP & BOT. D/3 1j4 2 /° 3"` 3-Y-0°° 4 j8 ° 1 BORED OR NOTCHED JOISTS NTS 15 SHEAR TRANSFER ,,,,,-, �� SHEAR TRANSFER AT 1 1`-�'" % INTERIOR FOOTING` ,""-1°-O" Z STRAP j4 GABLE END D U 1- ROOF SHT'G O/ 2X ROOF RFTR. 4X4 HDR. PER PLAN OX6 STARTER BOARD ANCHOR EMBED EDGE LOAD m MIN. D -SHIPLAP- AT EXPOSED EAVES) DIA. DEPTH DIST. CAP w JOB DESCRIPTION: 2- B.N. 1-�" MIN _ . PROVIDE B.N. FULL HGT„ 3- 2X CRIPPLE STUDS 0 16" O.C. 1 16d 0 sjs" 10" 1-:j4" 7650 c ' AT KING STUD AT EACH 4- 2X BLK'G W/ A-35 0 1 4" O.N. 2 j$" 15'" 1- j4" 11200 � SIDE OF OPE€VNING BORED HOLES MAX 40X OF STUD 16`" O.C.. U.N.O. 2 7 3 WIDTH @ BEARING WALLS, 60z MAX. 5- 2X CEILING JST. 6 0 NON -BEARING WALLS. PER PLAN 4 I SIMP ST6236 U.N.O. >, 6- DBL TOP PLATE PER PLAN �, / AT HDR AND SILL TO 4X j� MIN. NOTCHES- MAX. DEPTH 257 OF STUD 7- 2x STUDS 0 16" O.C. BLK'G. OVER SHEATHING WIDTH BEARING WALLS° 40z MAX. flR WD. BM. PER PLAN z WDW. -TYP. 4 PLACES- NAIL 7 �- �-''"'� ° tr ! OPENING t � � STRAP W/ 16d SINKER � 0 NON -BEARING WALLS. 8- SHEAR WALL PER PLAN 4 { OR 10d COMMON NAILS 0 WHERE OCCURS FOR SHEAR WALL TRALNSSFERE0' — DETAILS ` SHEAR WALLS ____. ____..._ /—� _ .. o � 4X4 WDW. � STUD 9- E.N. � � SILL 4X4 BLOCKING W/ 10- S.N. j l EDGE NAILING o a . I 1 PLY'D FLOOR i i SHEAR MATERIAL. SEE SHEAR WALL SCHED. 10 E.N. SHEATHING PER PLAN - HOEDOWN PER PLAN z SE PLAN (APPLY FOR SHEAR TRANSFER 0 I a SHEAR WALLS 2 FL. SHT"G & FRM'G. � 2. EXISTING CQNC. FOOTING DRAWN: I.O. ABOVE BELOW FRACTION I 4 DASHED 0 INT. WALL 2 �p ,y 2X4 2X6 2X8 NOTE: NOTCH &BORE (WHERE OCCURS) 1 74"' MIN. CHECKED: r, OF STUD 7 e ? ., NOT TO OCCUR ON SAME 5 5 25I. D j 1 j" 1 j STUD WITHIN 36- OF 3 WALL DASHED � DATE: 40Z D 1$j"' 21j "" 3'" EACH OTHER. (WHERE OCCURS) _ 60< D 2°` 3ej4'° 41j4" OVERLAP CELL NG _ � I 4 A-35 PER SHR. SCHEDULE NOTES JOB N4: ,JlJN-2!-Q4 2001 CBC JST. 12 MIN.INSPECTION_ - SECTION 2320.11.9- 2320.11.10 AS REQUIRED 6 5 SHEAR WALL S PLAN 8. DRILL A. CONT. OLESER R£OUF. SPECS. S WHERE OCCURS C. A307 HOLES RODS W SIM SON -� 6 FLOOR JOIST PER PLAN SET EPDXY ° ICSO '5279 SHEET NUMBER: 7 2X BLK. SHEAR TRANSFER W/ NTS SHEAR TRANSFER 1"".1'-fl" HOLDWN AT EXISTING FTN'G S D-1 .. ST622�. AT SINGLE OPENING 2a BORED OR NOTCHED STUDS 1 1 SHEAR TRANSFER ,...,._�,'� 8 STUCCO of SLOG. NEW POST PER PLAN W/ SIMP Ceso 1-2-(-Z, ID tZ 11L Iz- L1_ PAPER 'SIMP* EPDXY -TIE TO 2X BLK'G OR F.J. EA. CLR SIDE OF POST (E) FLR JST. (oil \Lj - RFB 05XS W/5#* MIN. EMBEDMENT DEPTH jjt TO CONIC. AT 4 1/2 MIN. FROM END 12 ", MIN. FROM EDGE. SPACED PER G.I. FLASH'o ol u: rt z 3 r FOUNDATION PLAN I X BLCK UL w 2 wa EXISTING CONC. FOOTING to 3 z ROOF'G or M a w w 3. END RIM JST.OR 8LK-0 12" SO 0 POST ONLY BLDG.PAPER > 4 r 4- W LONG 2X SHIM OR 2X 2BLOCK 1, 2 "OTES1, FG. A> 0 c_'MIXE PER OW. CS. MIN. 9. A307THKAS TED WWMS W/SPES1WM 00 — SET EPDXY RM 05272 MTL CLSR 0 NEW FTN'G REINF PER STRIP OR MORTAL FILL coz- cc_ PLAN TILE SEE PLAN FOR SIZE 37 ROOF TO WALL fLr-\,�2 4 29 A.B. AT EXISTING FTNG 25 FTN'G AT INTERIOR POST 21 n ",kj 17, 3/4" MYWOOD TI READS d RISERS 4 Q� u A K L V- - 4 f�A Z 431, MIN. 2 It A 2XI (s) t T2 1- E.N. 2- B.N. 7 —4+ + + x 0 G\T DF47t, 3- ROOF SHT'G 4- 2X BLK*d Wi 16d 6' rq 8" O.C.. TO LEDGER, TYP. - 2X CEILING JST. W/ 5 SIMP U26 TO LEDGER 10 1. 4X POST PER PLAN 2x SILL PLATE P.TDF. 6 - SIMPSON TS9 6 48" O.C. 7,0 2. SIMP ST6236 W/ 12d EA. OR MST48 W/ ATTACW TO STRINGER w/ APPROvE 0 CLIP 7- 2X STUDS 0 16" O.C. 8 2X LEDGER W1 3- 16d 100 17- 16d @ EA. END. N TO EA. STUD 9- 2X LEDGER W/ 3- 16d 0 3. DBL. 2X BLK'G a o'er, S - 2_K(� woof. J,. 1 16" O.C. TO BEAM 10- BEAM W/SIMP ST6236 TO TOP PLATE AT EACH END 38 POST STRAP 34 30 SECTION STAIR STRINGER 26 SHEAR TRANSFER ROOF TO WALL 22 lk oj� 3/41, ftywoor. > TREADS 4 RISERS 8 LV 10 6 4,/- 2X BLK'G W/ 16d 0 8" O.C. DOUBLE FLFt JST. -016 7 2 TO LEDGER,TYP. SIMP TS9 48" O.C. 2x12 STRINGER 1-4" OZ. MAX. w/APPWVED WANGERS3 3 4 2X LEDGER W/ 2 -16d 0 EA. STUD CONT. SHEARPANEL W/ BLK'G E.N. 0 PLY'D SHR. WALL ONLY 4 5 2X RR PER PLAN 3V INTERIOR FINISW 6, ROOF SHTIG PER PLAN 4,* MM UJ14ERE OCCURS 7 2X STUDS 0 16" O.C. 5 , 11, 8 9 WALL FINISH PER PLAN E.N. 10 B.N. (2) V/4" SO. UPRIGHTS W/ 11/4" SPACE, 0 71/," O.C. 31 SECTION STAIR STRINGER SHEARTRANSFER 23 HANDRAIL AS T+r TOP & BOT, RAIL CONT. WALL TO WALL W/ -g ELECTED BY OUINER w/ APIRRYD 3 CONCEAL'O ATTCH'T TO SOLID BLOCK'S BY F T) SUPPORTS TERMINATINO-s In L 21' IN NEWEL OR 2 ATTACHEMENT SHALL WITHSTAND 20 LBS FT MIN. SAFETY POST OF LATERAL FORCE ferz- 3 D NOTE. PROVIDE SAMPLE FOR OWNER. APPROVAL 0 to 7 UJI 4 SECTION ELEVATION ALL WD. PAINT GRADE Q z 9 NOT TO SCALE rw 6 1- 4X4 POST WHERE Z i> OCCURS W/ ST6215 s _ 7 EA. SIDE STAIR GUARDRAIL ,,,,,,.�,. -1�� UI � 2- FLR. SHEATING PER PLAN 0/ 2X6 F.J. 0 - 2- 31W LAG $CREUJS 16" O.C. W/ R -19 INS 24" OZ, All 3- 2-2X BL K*G C11 4- 4X GIRDER PER PLAN PR\o1DE SOLID 5- A-35 EA. SIDE SAMWx 8"X 8" X2" P.T. PLATE W/ 5/s" DIA A..B. HANDRAIL TIO WITHSTAND MIN. 2000 LOAD IN ANY DIRECTION 1811SO' 7 CONC. PIER 8- 4X4 CRIPPLE POST W/ 2- A35F TO GIRDER 40 36 32 a. INT. HANDRAIL N.T.S. �128 1 CONCRETE PIER 24 I PREPARED BY: tr --) I u I P r o f o s I o n a I E n Q i n e e r i n g Services IGNACIO OCHOA, PE Lic. RCE 35217 PH 714/ 841 0643 r 7692 QUEBEC DR HUNTINGTON BEACH CALIFORNIA 92648 OCHOAIQ?AOL.COM REVISIONS L D :0 z SITE: z OWNER: D z 0 JOB DESCRIPTION: L) z 0 0 z 0 DETAILS 0 0 Lu z MAIA110 I.O.