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RM-2010-10b OFFICE OF COMMUI�ITY DEVELOPMENT CITY HALL 10300 TORRE AVEN JE • CUPERTINO, CA 95014-3255 C U P E RT 1 N O (408) 777-3308 • FAX (408) 777-3333 • planning�a cupertino.org August 27, 2010 Shih Yuan Hsu 1141 Derbyshire Dr Cupertino, CA 95014 SUBJECT: Minor Residential Permit Action l:etter - Application RM-2010-10: This letter confirms the decision of the Direct�r of Community Development, given on August 27, 2010, approving a Minor Residential Permit to allow a 351 square foot , single story addition with a 10 foot reduced rear yard setback, located at 1141 Derbyshire Drive, with the following conditions: 1. � APPROVED PROTECT This approval is based on a plan set entitle d, "Mr. & Mrs. Hsu Residence,1141 Derbyshire Drive, Cupertino, CA 95014"; consisting oi� nine sheets, dated August 3, 2010, except as may be amended by conditions in this resolutic n. 2. CONSULTATION WITH OTHER DEPARTMENTS The applicant is responsible to consult wit'� other departments and/ or agencies with regard to the proposed project for additional conclitions and requirements. Any misrepresentation of any submitted data may invalidate an a pproval by the Community Development Department. 3. EXTERIOR BUILDING MATERIALS/TRF;ATMENTS Final building exterior treatment plan (inc �uding but not limited to details on exterior color, material, architectural treatments and/or E�mbellishments) shall be reviewed and approved by the Director of Community DevelopmE nt prior to issuance of building permits. The final building exterior plan shall closely resem� le the details shown on the original approved plans. Any exterior changes determined t�� be substantial by the Director of Community Development shall require a minor modification approval with neighborhood input. 4. PRIVACY PLANTING The applicant shall provide privacy screE�ning trees or shrubs to block the views from the south side bathroom windows. The buiJ ding permit plans shall be revised to show the trees/shrubs and the location of the underground utility lines. The final privacy-planting plan shall be reviewed and approved by the Planning Division prior to issuance of building permits. The trees shall be planted before :'inal occupancy. 5. NOTICE OF FEES, DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS The Conditions of Project Approval set forth herein may include certain fees, dedication requirements, reservation requirements, a�id other exactions. Pursuant to Government Code Section 66020(d) (1), these Conditions constitute written notice of a statement of the amount of such fees, and a description of the dedications, reservations, and other exactions. You are hereby further notified that the 90 -day approval period in which you may protest these fees, dedications, reservations, and other exactions, pursuant to Government Code Section 66020(a), has begun. If you fail to f�ile a protest within this 90-day period complying with all of the requirements of Section 660:?0, you will be legally barred from later challenging such exactions. Please be aware that if this permit is not used ;vithin one year, it shall expire on June 7, 2011. Staff has made all of the findings that are requ ired for approval of a Minor Residential Permit as required by the of Cupertino's Municipal Cod �, Chapter 19.28.090 (B). Also, please note that an appeal of this decision can be made within 1� calendar days from the date of this letter. If this happens, you will be notified of a publi�� hearing, which will be scheduled before the Planning Commission. Sincerely, Brian Paland Assistant Planner City of Cupertino (408) 777-1356 brianp@cupertino.org Enclosures: Approved Plan Set CC: Sarat or Ratna Khilnani,1149 Derbysh: re Dr, Cupertino, CA 95014 2 1 OWNER MR. 6 MRS. HSU 1141 OER6YSMIRE ORIVE, CUPERTINO, CA 95014 TEL: �0&885.1198 DESIGNER: TAIIONG I� KEREATIVE DESIGN 3190 VEROANT WAY, SAN JOSE, CA %117 TEL' 10&351.0705 STRUC'TURAL ENGINEER JIM YANG, STRUCNRAL ENGINEER YES BUIIDER 1398 ESSD( WAY. SUITE 3, SAN JOSE G 95W0 TEL:IOd27Y2935 ENERGVCONSULTANT NRG COMPLIANCE. INC. . P.O. BOX JTIO. SANTA ROSq CA 95102 TEL: T07.Zi7.8957 � � D 1141 DERBYSHIRE DRIVE, CUPERTIN4, CA 95014 �a. ♦ � } I s l� � j '�%; r'ti. ^rY , 7 ��I�I ' `� � .. .�. .:_..�._'.._ "°'_ _ .. . �. �....'+a�'�u 1 =.�---_:. ��'� �'��1;��`' . _ �I �°2010 ' r o L t ��.� _ . � � r ..�irc�� a�x=�- ��' '�I`��'�G�i�� '*�� ._., _ _ '�' °2 � � � _ _ . _ . . ••:!ssw �► � „ �1��1�U�� ;��_:� .i'��-- _ -- , �-� �.�� a-��-� GENERAL NOTES SCOPE OF WORK IT IS THE RESPONSIBILITY OF TME CAMRACTOR AN� TOTAL 188 S.F. ADDITION TO AN DCISTING ONE SUBCANTRACTOR 70 CMECK AND VERIFY ALL STpRY HOUSE. WITH ROOM ADDITONAL I1T fRONT ( DIMENSIONS AND CONDITONS INDICATED ON THESE NEW ENTRY AND NEW KITCHEN AREA) ANO BACK( DWIWINGS ANO MAKE KNOWN ANY DISCREPANCIES NEW FAMILY ROOM} ALONG WITH MINOR INTERIOR PRIOR T� COMMENGNG TMEIR WORK. REMOLDING (MASTER BEOROOM) INSIOE IXISTING THESE ALL PUBUC IMPROVEMENTS SNALL BE MADE IN BUILDING SH I ACCOROANCE WITH THE UTEST ADOPiEO pTY STANDANOS. THE STOftING OF GOODS AND SYM B O L MAlERIAIS ON SIDEWALK ANDIOR S7REET WILI NOT BE ALLOWED UNLE55 THE CONTRACTOR MAS APPLIED AND SECUiiEO A SPECIAL PERMI7NMICH ALLOW SUCH STORAGE TO BE PLACED. ' SIM DETAIL NO GUARAN7EE OF QUALITY OF CANSTRUCTION IS A �� SHEEf NUMBER IMPLJED OR INTENOED BY THE MCMTECTURAL DOCUMENTS. ANO THE fAMRACTOR SHALL �lS9UME FULL RESPONSIBIUN FOR ANY OR ALL CONSTRUCTION O • DEFlCIENCIES. O � COLUMN GRID THE GENERAL COHTAACTOR SHALL MOID MARMLESS. INDEMNIFYAND DEFENOTHE DESIGNER FROM ANY ACTiON IWITIATED �Y THE INITIAL OWNER OR ANY � 51M SUBSECUENT OWNERS FOR CONS7RUCT10N ELEVAT70N INDICATOR DEFiC1ENCIES. MODIFlGTONS OF SUCH CONOIT10N5 A701 WF%CM MAY BE BEYOND THE CONTROL OF THE OESIGNEii. ALL WORK SNALL COMPLV WIiH APPUCABLE CODES � ELEVATION MEIGHT AND TRADE STANDAROS NMICH CsOVERN EACH PINSE oF wo�uc. inicwouac eur raor uMrceo ro: uwFOrur �� ousnrw BULDING CODE (UBC� UNIFORM MECHAWCAL CADE PLUMBIWG C� 0(WPC �ANO ALL MPUCABLE LOCAL (� NEW cooES �wo �c�sunori. THE CONTRACTOR SMALL REVIEW ANO RECORD TME CONDITIONS OF ALL DGSTING SITE IMPROVEMENTS INQWINGPAVEDAREAS.HESHALLMAKEKNOWN DRAWING INDEX ALL Df15T1NG DAMAGED OR OISREP/UR ITEMS AND VVIVUIIIVIYJ II'Wi IMI YYVRJCI9UUC IV 1l1C CONSTRUCTION. ALL ITEMS I IN GOOD CONDfT10N q� CpyER SMEEf 8 SITE PLAN SNALL BE MMNTAIN IN THEIR PRESENT CONDITON ANO � ROOf PLAN d OEMOlIT10N PLAN ANY ITEM$ IN Ca00D CANDITON SHALL 6E MIVNTAIN IN THEIR PRESENT CONOITION AND ANY REPAIR OR � P��S� ��A P�• DAMAGE NMIGi OCLURS DURING CANSTRUCTION ��ECTED CEILING 6 UT7UTY PUW SWILLBETFIERESPONSI&UTYOFTHECONRiACTOR, µ pRER10R0.EVAT10NS COHTRIICTOR SMALL TFIOROUGHLY FXAMINE THE SITE � OETaL4 AND SATSFY HIMSELF AS OF T11E CONDITONS UDIDER � SECTIONS. DETAILS 81NTERIOR WMCH THE WORK IS TO BE PERFORMm. THE ELEVATIONS COHTRACT0135HALLVEWFYATTNESITEALL �� 57q11CT�q/a,SPEGFICAT10NSd MEASUREMEN75 AFFECTNG HI9 WORK ANO SHALL BE GENEitAL DETNLS RESPONSIBIE FOR T}IE COHRECTNESS OF SAME. NO S-2 FOUNOATION PLAN EXTRA COMPENSI1T1qJ YNLL BE ALLOWED TO THE SJ ROOF FRAMING PLAN CONTRACTOR FOR THE DIPENSES DUE TO HIS NEGLECTTO EXAMINE OR FAILURE TO DISCOVER CONDIiIONS WHICH MAY AFFECT MS WORK T-7A ENERGY REPqt7 ALL NEW INTERIOR PNNT SF1ALL USE LOWMO-VOC PAINT. USE LOWINO VOC AOMESNES AND USE FSC CERTFlEO MATEPoALS FOR INTER. CALOR, FLOOR, WALLS AND CENNG FIWISHES SHALL BE SELECTED BY OWNER AT iHE T1ME WMEN IT IS NECESSARY FOR THE COMPLEf10N OF THE PRQJECT. ALL PUBUC IMPROVEMENTS SHALL BE MADE IN � ACCAROMICE WITH T1iE UTEST AOOPTED GTY STANOARDS. THE ST�RING OF GOODS AND MATERULL9 ON SIOEINALK ANOIOR STREET WALL NOT BE ALLOWED UNLESS T1E CONTRACTOR W15 APPLIED ANO SECURED A SPECULL PERMIT WhACH HALLOW SUChI STORAGE TO BE PLACED. GREEN POINTS CATEGORY TABLE OF GREEN BUILDING POINTS CATEGORIES PUN SHEETRAGE POINTS 0.SfTE 1. RECYCtE JOB SfTE CANSIRUCTION 3 DEMOLfiION WASTE 75% A2 2 POINT3 2 SALVAGE REUSABIE BLDG. MATERIALS A2 4 POIN75 S. MINIMIZE DISRUPTION OF (� PLMITS 8 TREES A2 1 PDINT E. PLUMBING 1. INSWITE HOT AND COID WATEFi PIPES 1�7 2 POINTS 2. INSTALL (2) FAUCETS 8(1) SFIOWERFIEAD W IT}i FLOW REDUCERS 0.7 3 POINTS ♦.INSTILLLTOILETWITMULTW4LOWFLUSHTOILET A7 1POINT F. ELECTRIG4l 'I. INSTALL COMPACT RWRESCENT 11GFfT BULBS (CFIS) (72)BU185 A3 1 POINTS G. APPLIANCES 1.INSTAL�ENERGYSTARDISHWASNER 0.7 1POINT 3.INSTALL ENERGY STAR REGRIGERATOR A7 1 POINT I. WINDOWS 7. INSTALLENERCsY-EPFICIENT WINOOWS A OOUBLE-PANED 0.9 1 POINT 8. LOW�MISSMTY (LOW{) A3 2 POINTS C. LOW. CONOUCTIVITY FRMIES A7 2 POINTS �.r�nnr�c veNnunoN �NO aa coNOmowric 1. USE DUCT MASTIC ON ALL DUCT JOINTS A1 2 POINTS 2. INSTALL DUCTWORK W�T}11N CANDITiONED SPACE A1 3 POINTS 3. VENT HANGE HOOD TO TiiE OUTSIOE A7 1 POINT 4. CLEAN ALL DUCTS BEFORE OCCUPANCY A7 2 POINTS M. INOOOfi AIR QUAUTY AND flNISHES 7. USE LOWMPVOC PAINT A1 1 POINT 3. USE LOWMO VOC ADMESIVES A1 1 POINT B. USE FSC CERTIFlED MATERIAIS FOR IN7ERIOR USES A1 1 POINTS P. OTMERS 1. U5T GREEN FEAnRES ON PIANS At 1 POIM � TOTAL POINTS 39 POINTS COPYRIGHT 02010 KEREATIVE DESIGN 2 4 PROJECT DATA ZOIJING: Rt-8 (� USE: SIN6LE FAMILY PROPOSEO USE 51NGLE FAMILY 3(� BED RMS.+1 (N) Bm RM. _ OCCUPANCYGfiOUP: RilU1 CONSTRUCTON TYPE V-B SITE AREII 0.l585.F.(0.1�821 ACRE) BIDG. AREA: (E) UVING AREA7.815 3. F. (NI AODITION: �Y S. F. (N) LMNG FIDOR 7.1 W S.F. �E) GAR4GE: 4Z2 S.F. (N) TOTAL B . � �3.` .�- FLOOR ARFJ1ItATlO (FAR) (BLDCa. COVERAG�: BLDG. AREA I LOT AREA = 2375 S.F. I 0.45E S.F. = 34.BX HEIGHT: 72�' (FROM FINSH GRADE TO ROOF F'EAI� NUMBER UF STORIES: pNE PAVING AREA 1TOO S.F. 1B%OF TOTAL LAN0.5G1F'EAREA ifiOS.F. 3�%OFTOTAL BLDG. SETBACK F'RONT 20 FT STREET SIDES '12 FT rs�w �oFr• 'PER CUPERTINO ZIXJING ORDIANCES, CHAPTER 19.78.060.D.]A - MINOR RESIDENTIAI PERM17. / USBLE RFAR &1CNYARO 1,7b1 SF _ / LUI WIU1Mh1MtASUHtUh1iUM THE FRONT SETBAq( 62 FT 82 X 20 • 1,2t0 AND1.281>1.210 APPUCABLE COOES: 2009 CBC, CMC, CPC, C, CEC. CtTY OF CUPERTINO IXi01NANCES 6 2010 C�ALIFORNIA ENERGY SiMIDARD ASSESSOR PARCEL NUMBER 382-t&021 VICINITY MAP ti,� 1y � oRroN�N �� K � O 7 ,� 2 O J 2 � � � Y PRQIECT LOCATON � W o N ROBINOELLN�AY � VJ 3 W \ / � � W N 1.L 2 '^ VJ � W 1.L w 0 ��8. _ .��-0. C b B � LL O 2 w O � A KEREATIVE DESIGN ARCMITECTURE. UNDSCAPE 81LUlSTRATON 3190 VEROANT WAY, 9AN JOSE. CA 95117 ?EL' 408.551.0705 EAWL Info�kwaativMUfpn.ean covvwcnr ozo�o � W � O � � � W � � ■ � COVER SHEET & SITE PLAN i�1i �110ER110 A1 DERBYSHIRE DRIVE � �� -°�'�`' _ _ - _ -.._ --=�.�-�r _ ._. � � � t��) y i�'� ��1 �'l -�ol o �! D _ 1 � -_.. .� a ar -� � - - � ��p rc ,�4A� 'J ��+rs�= � r � �'�D . �.,a��. �1 natu�� -�-�-�'� � :�.�-�_ . ---, -, � � . �'1�''�;.: � � — I — — — �i � — — — � — � — — I I (E) 2 "�Q4" SKY ITE - 1 - � )�E I � I — _ _ I � — — — � — i i � i �/ � � A H n ROOF PLAN 1/4" = 1'-0" ROOF PLAN NOTES 1. ROOF SLOPE TO MATCH EXISTING. 2.REPLACE EXISTING RAIN GUTTER THROUGHOUT. 3. PROVIDE NEW ROOF MATERIAL- WOOD SHINGLE THROUGHOUT ENTIRE HOUSE NATH R-191NSULATION UNDERNEATH ROOF SHEATHING. _ — I I � � �N� sKVUre (E SL) OPE� E SL E �� 1 (E) 36"�QT SE) S�OPE � _ �KY11T — --�— � — — — — � � i � I i6 I 2 w � 0 � z _�. � D.S. I � I I I I I I � jN) SLOpE (N) SLOP � � �-- � � � — I i — — — — — — I I — — — — — — — — — — — — — — — — — — � � I � w � � w I � oio ROOF VENT CALCULATION NEW AREA REQUIRED VENTILATION: 488 S.F. TOTAL AREA OF VENTILATION REQUIRED: 488 S.F. / 150 = 3.25 S.F. EAVE VENTILATION PROVIDED: (2) 212' DIA HOLE PER L.F. (0.068 S.F.) 20'-41/2" + 18'-0" + 13'-10" + 5'-7" + 4'-7 1!2" + 16'S" = 7T�& 12" (77.8 L.F.) 77.8 L.F. X 0.068 S.F.IL.F. = 5.29 S.F. TOTAL AREA Of VENTILATION PROVIDEO: 5.29 S.F. > 3.25 S.F. <OK> F �}"yN \l� 3 D.S. � 4 — — — � � �� L--------------- I ______________________ 4 -- �� I _ , 1 3 �� -- --- I I � 2 - - - - - - - - - � J � =J � , �� I I O o � 3 4 - �� - - -�- - - - - - � i ii I� I � � � '� � i � � � �% �� --i I I i � �� u �__� � — I— - — — — — — — — I �� 3 1 � � --- \ W H 1 I L_—. � � I rr— �� II�'` II �I �I � II� � � I L i i'Lv J I �� I I ��-„ IL_ II � /� II I I � � --,r ---�� I I -T---�---�T — — — � � � II IL LJ�J II g - i =------ =�-- _��_�- 3== - - - - u i i i �� i i i i i i L i� � � i — ---------- -- I I I I I 7 - ---- - - - - A H � DEMOLITION PLAN � 1/4" = 1'-0" LE END EXISTING WALL TO REMPJN _ � = WALL TO BE DOMOLISHED I � �acaa�saaacffiss=s��= — — — — — — — — � i i C D F t \l� DEMOLITION PLAN GENERAL NOTES 1. RECYCLE AT LEAST 75% JOB SITE CONSTRUCTION 6 DEMOLITION WASTE. 2. SALVAGE REUSABLE BUILDING MATERIALS. 3. MINIMIZE DISRUPTION OF EXISTING PLANTS 6 TREES. DEMOLITION PLAN KEY NOTES 1. REMOVE EXISTING DOOR. INFILL OPENING TO MATCH ADJANCENT WALL CONSTRUCTION. 2. REMOVE EXISTING GARAGE DOOR, PREAPRE FOR NEW. 3. REMOVE EXISTING FIRE PLACE, PATCH, REPPJR AND INFILL WALL OPENING TO MATCH ADJANCENT WALL CONSTRUCTION. 4. REIOCATE EXISTING EIECTRICAL POWER PANEL. REFER TO SHEET A3 FOR NEW LOCATION. A KEREATIVE DESIGN A[iCHITECTURE. UWDSCAPE R ILLUSTRATION 3190 VERDANT WAY, SAN JOSE, CA 95117 TEL: 108.551.0705 EAAAIL: info�kersativedesipn.com COPYRIGHT 02010 J W 0 O � � � W � � _ 111 ROOF PLAN & DEMOLITION PLAN SCALE vrsa�cTno A2 \ / COPYRIGHT �02010 KEREATIVE DESIGN �— — —� I � R I , — — — Z — — — — � i \ �,—��. I I � �JrrP. e im bz ` i� � � � �� i 6 5 �� \ � � \ � � � i � (E) GARAGE N 3 I � � / �\ /^ to �� A6 4 � � \ � O �/ / — \ I I � � 17 - _ _� � r1 � � � � � � � � � i I I � g � � \ � I � I b ' 5' r � !� \� I J � I � \ � � p � ALIG�1 14 13 3 � i � b � � � — \ � � � — � 1 — — — � � F) BAY WINDOW � i � ns �s _ _ � � � w 4 � � � I , � � I � - — - ^ (N)FO R �' � � I I � STONE ILE �g � � � �� i � � � m 5 (N) FaTCHEN I \ \ I � � � I � I � � I � ' 4'-4"IX 5 TCH(E) �� I i � i � I �.� I i � � II � � i ' 2 � i � � � % — i 1 � EN Y � I � o � �� / I I I U STON� TILE o o I � ° 9 �� W � I � � o —' I \ b o ° / \ - ° snv wir w s��a�, ove UP - _ I _ — --1 — — — — — � 7 — � — -- — � - _--- — — — — — — — va° _ �•-t c� � (G) � � 1� � �°' � � .�w � � � 8 r 4 � " 2- � ` \ ` — — — — — � / / � � � s�-� e�-t�• N � N ne H C D F A H C D ^� F LEGEND n PROPOSED FLOOR PLAN _ 1/4�� _ ��_�� - LIGHT SWITCH, CABINET - SINGLE � EXTERIOR WALL SCONCE EXISTING SUPPLY AIR DIFFUSER, CEIUNG MOUNTED FLOOR PLAN NOTES �NERAL PLAN NOTES LEGEND �(E� 1. 32" X 21" DOUBLE SINK W/ GARBAGE DISPOSAL. 1. ALL INTERIOR DOORS TO BE HOLLOW CORE 1 3/8" THK. U.O.N. UGHT SWiTCH - SINGLE, BAR UGHT � ELECTRIC PANEL - 200 AMP ��N� NEW SUPPLY AIR DIFfUSER, CEILING MOUNTED 2. DISHWASHER, PROVIDE SURFACE MOUNT AIR GAP AS REQVIRED. 2. ALL HOUSE TO GARAGE DOORS TO BE SOLID CORE 1 3/8" THK SELF � 2x4 OR 2X6 WOOD STUDS @16" O.C. WITH 3. 39" CLEAR REF. SPACE. PLUMB WATER SUPPLY. CLOSING AND TIGHT FITfING. 12" THK. GYP. BD. INTERIOR SIDE GARBAGE DISPOSAL SWITCH - SINGLE � � DATA CENTER 4. PANTRY. SEE INTERIOR ELEVATION. 3. ALL ENTRY DOORS TO BE SOLID CORE 1 314" THK. 7/8" CEMENT PIASTER OVER PAPER N JACK, DUPLEX OUTLET 5. SLIDE-IN RANGE OVEN COMBINATION W/ BUILT-IN HOOD, LIGHT 6 FAN. 4. REFER TO hltp:!lwww.milpa�d.com/windowaNinyl-windowsRuseanylbay- BACKED LATH OR WOOD SIDING OVER � Q D=4" CEIUNG RECESSED LT, DIMMABLE (VENT TO OUTSIDE AIR.) CONFIRM RAWGE BRAND WITM OWNER BEFORE window-and-bow-window.asp. /15 BLDG. PAPER (PAINTED) OVER LIGHT SWITCH - SINGLE ORDERING. FOR THE SPEC. Of WINDOWS AND SLIDING DOORS, WITH THREE FEATURES: 1/2" CDX PLYWOOD DATA JACK Q WATER PROOF CEILING RECESSED FLORENCENT LIGHT 6.'X' PER-CAST CLASS SHOWER PAN. TILE T0 77'. U.O.N. A SMARTTOUCH"', (SEE ELEVATION FOR EXTERIOR FINISH) THREE WAY SWITCH � 7. 36"X72" HOT TUB. PER MANUFACTURE'S INSTALLATION MENU. B. SUNCOATMAX�', WATER PROOF CEILING RECESSED FLORENCENT LIGHT 8. RECESSED SOAP DISH CONTAINER. C. DARK COLOR GLASS WITH ARGON FILLS DOUBLE PANE. ac4 OR 2X6 WOOD STUDS �16" O.C. WITH TELEPHONE JACK � W �� 9. IJNEN WITH 5 SHEIVES D. KEY AND LOCK ARE NEEDED FOR TWO NEW PATIO DOORS IN FAMILY � �� THK GYP. BD.ON BOTH SIDES SWITCH - DIMMABLE 10. RELOCATED ELECTRICAL PANEL. ENLARGE TO 200 AMP AS NEEDED. ROOM. USE WIR GREEN GYP.BD. @ WET WALLS �� CEILING PLAN KEY NOTES 11.1T X 12.5' FOLDABLE SHOWER BENCH AS REDUIREO. 5. PROVIDE 1X4 WHITE TRIM THROUGHOUT FOR ALL NEW AND EXISTING OUTLET - GFI (12 CDX PLYWOOD OVER STUD � SHEAR WALLS) D=E CEILING RECESSED FLORENCENT CAN LT. hltp://www.tootoo.com/d-rp2946982-Teak V4a1_MouMed Foldir�BeneN, or EQ. WINDOW AND EXTERIOR DOORS AS REQUIRED. 20. 22" X 24' ATTIC ACCESS PANEL PER U.B.C. 503.1 72. NEW CONDENSER UNIT. OUTLET - DUPLEX 21. PROVI�E CROWN MOLDING AROUND CEILING AT AREA OF WORK, 73. 24"X18" CRAWL SPACE ACCESS PANEL � 4�Q VVOOD STUDS 16" O.C. WITH CEILING PENDANT LIGHT CONFIRM STYLE VNTH OWNER PIROR TO ORDERING, TYP. 14. ISIAND SINK PER CABINET MANUFACTURE. 1/7 THK GYP. BD.ON BOTH SIDES OW WATER LINE OUTLET 22. 30" X 55' TOP HUNG AND PNOT SKVUGHT, BY FAKRO ROOF WINDOWS. 15. ALL NEW WINDOWS ARE VINYL WINDOWS BY MILGARD TO MATCH USE WIR GREEN GYP.BD. � WET WALLS CEILING MOUNTED EXHAUST FAN STYLE: fPL LAMINATED GLASS, LOW-E. ROUGH OPENING: 33' X ST, SEE EXISTING. OPENING FLASHING DETA�L REFERS TO DETAIL i8 ON SHEET A5. (1/2 CDX PLYWOOD OVER STUD � SHEAR WALLS) 110V HOT WIRE SMOKE DIRECTOR GO GAS UNE OUTLET MANUFACTURAL'S INSTALLATION MENUAL FOR DETAIL. 16. NEW CABLEBOX 23. 30" X 16' TOP HUNG AND PNOT SKYUGHT, BY FAKRO ROOF WINDOWS. � 7. ELECTRIC FIREPLACE, DIMPLEX 33' p�UG-IN - DF3033ST, REFER TO: �e� EXISTING SUPPLY AIR DIFFUSER, STYIE: FP� LAMINATED 6LASS, LOW-E. ROUGH OPENING: 33" X 46', SEE ry�p //�r,r.ebetricflreplacesdirod.com/productsaxessories/dimpkx�luyirt�ekctrio WALL MOUNTED TRACK UGHT WAL� MOUNTED AAANUFACTURAL'S WSTALLATION MENUAL FOR DETAIL. flreboxea/Dimpbx-3033ST-Pkigar�Ebctrio-Faeplax �ro NEW SUPPLY AIR DIFFUSER, WALL MOUNTED 16. 4x6 COLUMN, SEE STRUCTURAL FpR DETAIL. KEREATIVE DESIGN ARCHITECTURE. LANDSCAPE 61LLUSTRATION 3190 VERDANT WAY, SAN JOSE, CA95117 TEL: 108.551.0705 EMPJL inioQkereativedeaign.com COPYRIGHT 02010 , � . G4�� , ; ' z � r �; :-.,�� , . /`i t..��:a�, �'� . � � �,��I�� - _ _.= 1 � � — � � �c �� pr�r�i �� , _, �h �.. s=a�__� _ � �atu��..�� ; �u - ��; � - _ - - J W 0 O �� W _ � •W C� v B � PROPOSED FLOOR PLAN, REFLECTED A CEILING & UTILITY SCALE PROJECTNO A3 � �,� _ _ �, COPYRIGHT 002010 KEREATIVE DESIGN 1 � �i ��..._._ � m : �, NEW STUCCO FINSIH (TYP.� � y WARM GOIOR b � EASTERN LE06E STONE ��, VENEER BY CORNADO STONE PRO�UCTS (TYP.) OR E�. - —11— .— - �— — I.:� - — . � EXT. 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UIF VENTIUTON PROVIDED' 5'Xt4' PER OPENINCa (S' X 1�' � 7[I SQ IN / 144 � 0.4BB S.F.) 100PENMNG PROVIDEO TOTAL AREA OF VENTIUTON PROVI�ED: �0 X 0.488 S.F. • 4.88 S.F. 4.Be S.F. > 3.�5 S.F. <OK> : , y . ..,�.. . _ _ . .. . _ _ .... _ _— N � `{4 i r7�i +. . � . �„ 1 ',, � '� 4 f, , .,�- , ��, v r; - _ —_ -----_ . —. _ ._ - _ . . _ .. - - - - - - - TOP OF CE81NG _tl �I � 15 {� i � 1 ,,l, �^ (N) 38f1B SL w'1 E- ` 0 b I (N) Tll38 SL � ts (N) Tl/36 SL � b Y (N) 77l38 SL . b � '" N i ~ -- � „ __ ' SE F1 LOOR LIN_ E n i B � � ' � 0 � - 0 " V �— — i— — — —� — — �— � — — — — — — — — — � — — — — — — — — — � — —� - (N) CONOENSER (� S711CC0 TO REMAIN. (N) CABLE BOX (E) ELEC. PANEL (N) ELEC FIRE PUCE FINISH G E EXT. NORTH ELEVATION UMT P/,TCN 6 REPAIR AS NEEDEO, TYP. (yppp yyppp gyryG� '�� ' 2 ��r 1/4" = 1 '- 0 " , (N) ROOFING WOOD SHINGLE THROUGHOUT, CONSTRUCTION TO MATCH FX15TiNG WIR-301NSUUTION IN CEILING RAFTERS , _ . . . _' :_ . _ _ . .. _ _. _ . _ _ ._ _. _ ._ _ . . _ _ . 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SOUTH ELEVATION ' 1/4 = 1�-0• � D C H A �-�- ' � ,/� �' — - - - Y � v - - _ �� I I i'� �� - - I - - - - ROOFPLA_N�_� 10' - 6" V ° W - I _ _ ' _ _ _ _ _ _ _ _ � TOP OF CE_I�L��ING � �: g� _ p^ t7 : � n n � : ,. ;; � uu �� ,� ; : _ � � :-�-__ 1':_-.. !;: �- - (E) FLOOR LIN� �'LI �—v - I — I — — —I — — —I —I — — — — — — — — — — — — — — —1 i � l� �--�—� I �� WM7E TAIM, �r . Q (N) STUCCO ��1 srucco ro Re�+aN, FIN�SH G COMINUAL PATCM 8 REPAIR AS NEEOED, TYP. _,�_2,/2• 4 EXT. WEST ELEVATION 'I ld• _ �'-0• C . g � A / � KEREATNE DESIGN MCHITECNRE. LANOSCAPE 81LLUSTRAT70N 3�90 VERDANT WAY, SAN JOSE, CA 95177 • TEL IOB.551.0705 EMAII: In(o�lura�fMdwqn.com 0 COPYRIGHT 02010 C � W � O � � � W S� � 1 1 1 EXTERIOR ELEVATIONS � nnECt wo � A4 COPYRIGHT 02010 KEREATIVE DESIGN 2 CONTINUOUS MOISTURE BARRIER ZS GA DRIP SCREED Q HEADER TVP. 1 X 4 TRIM CONTINUOUS SEALANT BEHINO. NAIL FIN, ALL SIDES CONTINUOUS SEALANT AND BACKER ROD SELF,ADHESNE FLASHING OVER NAIL FIANGE CONTINUOUS SEALANT AND BACKER ROD TYP. FORM TRIM OVER BLDG. PAPER CONTINUOUS BEAD OF SEALANT BETWEEN NAIL FIN AND DRPJN MAT /4" WOOD � SILL AND TRIM CONTINUOUS / MOISTURE BARRIER � DOUBLE HUNG WINDOW HEAD & SILL 3" = 1'-0" CONTINUOUS MOISTURE BARRIER 25 GA DRIP SCREED Q HEADER TYP. 1 X 4 TRIM CONTINUOUS SEALANT BEHIND NPJL FIN, ALL SIDES CONTINUOUS SEALANT AND BACKER ROD BY OTHERS CONTINUOUS SEALANT AND �/q^ BACKER ROD � I I SELF-ADHESIVE LOW EXPANSION FOAI�A I FLASHING OVER NAIL� I � FLANGE � N Z � m a � w O � � � LL � O z � I ORAIN MAT, TO R INATE OVER � CONTINUOUS M ST RE I BARRIER(WEATH R LANE — OF BUILDING) CONTINUOUS SEALANT - AND BACKER ROD CONTINUOUS BEAD OF SEALANT BETWEEN NAIL FIN AND DRAIN MAT CONTINUOUS MOISTURE BARRIER SLIDING WINDOW HEAD & SILL (JAMB SIM.) 3 �� _ ��_ �HT lOOR FINISH D 136D MTL. THRESHOLD 0 327D NOSING X REDWOOD TRIM 4 GA GSM IING XT. CONC. SLAB :0 AW4Y FROM (S.S.D) � q i. iRIM GH SAWN PLYWOOD SEAMNESS ALUM. VERHANG PREFNISHED GUTTER , SEE ROOF PLAN qSPHALT SHINGIES O/ ASPHALT SHINGLES OVER NP. UNDERUVMENT ATTACH TO DECKING UNDERLAYMENT INSUUTION RJO BAFFLE (LAP UNDERLAYMENT 3" OVER RAKE) EDGE DRIP METAL� G.S.H. FLASHING OVER �TCH (E) � R.R.B. UNDERLAYMENT 1X2 SHINGLE MOLD ROOF JOIST, S.S.D. p 2X6 BARGE RAFTER 2X BLK'G W/ (4) - 21R" DIA VENT HOLES, W/ INSECT 00 PLAN FOR O. SCREEN WHERE RE�UIRED ROOF INSULATION 2X4 OUTRIGGERS � 48" O.C. W/ 2X6 BRACING TOP PLATE GABIE LOUVER ROOF VENT 3COAT STUCCO SYSTEM O/ TYP. ROOF FRAMING , SEE STRUCT. DWGS METAL LATH 0/ BLDG. PAPER � FASCIA RESAWN, TYP. 1X4 � � � � (REPLACE/REPAIR � i � �` 7/8" STUCCO O/ 2-LAYRS GRADE (D) PAPER EXISTING AREA AS NEEDED) + y � ROOF RAKE _ GABLE WALL � TYPICAL EAVE r�' y � `- 1 1/2" 1'-0" 1 1/2�� _ �,_�� TYP. ROOFING �� TYP. UNDERLAYMENT LAPPED OVER VALLEY �� FLASHING (HOLD BACK 2" FROM STANDING SEAM) MIN. 26 GA GALV. METAL "W' FLASHING W/ 1" HIGH �TT �NSULATION R-13 �� }�J� � STANDING SEAM AT VALLEY AND CRIMPED EDGES (DO NOT NAIL TILES THROUGH FLASHING) C 2 LAYERS 36" UNDERLAYMENT SHEET 2X4 STUDS �16" O.C. BELOW FLASHING 7/8" STUCCO O/ 21AYERS GPJ2DE (D) PAPER � �'0� i � � � � PLYWD. SHEATHING -AS � � � � — — — — — — REQ'D BATT INSULATION R-19, NET SUPPORTED 71N. OR NEXT STUD SOLID SHEATHING WHERE REQUIRED NANDOW ROUGH-IN OPENING � " INSTAI.L 1T LAP 0/ MOISTC SILL 17 MOISTOP (OR EQUAL) FLASHING-TYP. (FIRST LAY ATTACH ALONG TOP EDGE ONLY DETAIL #1 " � RECESSED WINDOWS FIRST INSTALL MOISTOP (OR EQUAL) AT OUTSIDE FACE OF BLDG. ALIGN WITH TOP EDGE OF RECESS � FIRST LAYER 17 MOISTOP WINDOW FLASHING (OR EQUAL) U/ TOP OF WINDOW FLANGE •• INSTALL 12" 25 MIL FORTIFLASH O/TOP OF WINDOW FLANGE ,tQ 9" FORTIFLASH MEMBRANE 0/ ANDOW FLANGE TO MOISTOP LASHING (OR EQUAL) � HEAD � 9" FORTIFLASH MEMBRANE O/ ANDOW FLANGE TO MOISTOP LASHING (OR EQUAL) Q JAMBS INSTALL 9" 25 MIL FORTIFLASH O/ ANDOW FLANGE TO JAMBS � � � / � � 9" FORTIFLASH MEMBRANE�O/ —�/� � � � � WINDOW FLANGE TO MOISTOP , TYP. V�pOD FLOOR JOIST FLASHING (OR EQUAL) @ SILL DETAIL #3 - hh�,� VJIL H, Ii1- (SEESTRUCT.DVNG) - •• INSTALL 2ND LAYER 9" 25 MIL 1:�i_H _Ftfll��_. Ir� FORTIFLASHO/VNNDOWFUWGE � s�ru�HT TO SIIL n DOOR SILL n OPENING FLASHING DETAIL#4 3" _ �'-0�� 3�� = 1�-0" " 3/8" _ ��_�� DETAILS SGLE PROJECTNO A5 \ � � 1/4' _CONTINUOUS SEALANT AND BACI�R ROD -LOW EXPANSION FOAM C9 z w w N � O � � O DR/UN MAT, TO TERM�NATE OVER LL � CONTINUOUS MOISTURE BARRIER(WEATHER PLANE OF BUILDING) CONTINUOUS SEALANT AND BACKER ROD CONTINUOUS S T 8 BACKER ROD 1/4" 2X WOOD SILL AND TRIM TO MATCH (E) ' STUCCO O/ 2-LAYERS GARDE (D) �ER MIOOD SHEATHING WHERE OCCURS 1 WOOD STUDS �16' O.C. TT INSULATION R-13 ADER SEE STRUCTURAL DWGS GA DR�P SCREED � HEADER �. 1 X 4 TRIM P. 1 3/4" SOLID CORE WOOD DR. � EXT. DOOR HEAD & JAMB 3 �� _ � ��„ SLIDING DOOR HEAD 3 �� _ � � ' STUCCO O/ 2-LAVERS GARDE (D) �ER MIOOD SHEATHING WHERE OCCURS { WOOD STUDS �16" O.C. R INSUlATION R-13 4DER SEE STRUCTURAL DWGS 3A DRIP SCREED Q HEADER �. 7 X 4 TRIM IYL SUDING DOOR VINYL SLIDING DOOR FLOOR FINISH, SEE PLAN TYP. 2X REDWOOD TRIM OVER BLDG. PAPER TYP. 24 GA G.S.M FLASHING rra. senvwr CONC. STEP SLOPE MIN. 1/4":1'-0" AWAY FROM STRUCTURAL TYP. ROOF FRAMING SEE STRUCT. DWGS a G.S.M. SCREED 10 Z f SEE STRUCTURAL DWGS KEREATIVE DESIGN ARCHITECTURE. LANDSCAPE 31LLUSTRATION 3190 VERDANT WAY, SAN JOSE, CA 95117 TEL:408.551.0705 ENWL: info�kereativedesipn.com COPYRIGHT 02010 r� rf'.�`•'�c"1 : � � _� _, ._� �� -.2 0i - .�.:.-a_.z. . _�-s �� i'J ... '�' � z.u.r- -- � s '� � ," .�. `� `�--�-_...�.�` -�" �-�-� C � W � O � � � � � � 1 � 1 n SLIDING DOOR SILL n TYP. VALLEY FLASHING � STUCCO WALL TO FOUNDATION �� 3 ,� _ ��_�� . _ ��_�,� - 1 1/2" = 1'-0�� CONT. BEAD OF MOISTOP SEAUWT (OR EQUAL) ALONG HEAD, JAMB 6 SILL VNTHIN 1/2" OF EDGE OR ON BACKSIDE � /� �D r.�_ � �..._....o �.�.r.. COPYRIGHT 002010 KEREATIVE DESIGN I�FTAII 89 ...... ., ,.., ...,...� ........, . _ , .�... 2 H ELEVATATION 1-A 1/4" = 1'-0" ELEVATION 1-D 1/4�� _ �� E) FLOOR UNE _ T.O.F. WALL 11" 'ALL DIMENSION CONFIRM WITH OWNER PRIOR TO ORDERING. ln) ,' � '� . � I ' i ,r' � 3 � o .p D.W. SI IK _ _ E) FLOOR LIN_ E � �1 n ELEVATION 1-C v 'I/4�� _'I�-O" •ALL DIMENSION CONFIRM WITH OWNER PRIOR TO ORDERING. 4 4X OR 6X HEADER TYP. GYP. BD. SEE WALI TYPE DETAIL 2-2X STUDS Q JAMB D TYp. 3/4" X 2' WOOD TRIM TO MATCH {E)' ' CONTRACTOR TO CONFIRM (E) TRIM SIZE TYP. 1 3/8" HO�LOW WOOD OOOR TO MATCH (E) � INTERIOR DOOR HEAD 3" _ �'-0�� ' INSTALLATION SHALL FOLIOW MANUFACTORY - MI�GARD VIANDOWS R DOORS, 8000T SERIES TUSCANY VINYL BAY VIANDOWS SPECIFICATION �— — A01lGMOP@NM, f" 9� 1 1/2" 4'-0" OR 5'-0" � I � -�� 45°CAN(/FORAl4�[ fNA7TAd/IEAII) PRO.iEC110N � � �, a' � a � `�` C 1 ~ � � � ,r nnrans - ,a n/►s� na�cnaw ', �.R.a �w.:a are '� R0. A � I MIDM ' 1 ' I I I , ., BAY WINDOW FRAMING PLAN � � 3/8" = 1'-0" A � OP OF C EILIN G_ n g� _ p�� L1 ___ _ _ _ __� TOP OF CEILING i � 8 � _ �� 6 ,_ 8 . , , , , s' - e' I b � b 0 L) FLOOR LINE � � � p^ __ _ � E� FLOOR LINE z-etrr �m �^ NEW ELEC. GRANI E , FIREPLACE 8"X8" �ELEVATION 3 5 Elevation 1 E 'ALL DIMENSION CONFIRM WITH OWNER PRIOR TO ORDERING. �I4" _ ��-O° •ALL DIMENSION CONFIRM WITM OWNER PRIOR TO ORDERING. �/4 _ ��-O" �z -��r�� /'� i.:r��'r . � ... _• • - - ;s__a.�.,, "".. "--- --- - �� ''fl - -_ + �� ,� � .`..�.� � �'? -- � .�ppro�� _ ,� - � _ .�-�.._ � ..�r..:� . ....� �1��1�UY�� '?, Y} r��- - - _ - _ (�'S8 �'?.lJ�. � _iL!:�...� -- - - ._.._..� �: SECTION 1 1/4" = 1'-0" COPYRIGHT 002010 KEREATIVE DESIGN C TOP OF CEILIN__G n g� _�1 NEW RIDGE _ "TOP OF CEILIN_�1 $' - 0�1 p R-131NSULATION � PERIMETER WALIS 'v TYP. FLR. FINISH 0/ 3/4" PLYWOOD SUBFLOOR O/ 2X FLR. JOIST � 16" O.C. (E) FLOOR uNE � 0" FINISH GRADE �� _ =-1'-21/2" i i m � I I ° N � > � � � (E) BED RM � (N) LM RM. CRAWLSPACE -� � �-� � �-� � �-� � �-� � �-� � �-� � �-� � �-� � �- ,,-�,,-�,,-,, �-� � SEE STRUCTURAL FOR DETAILS KEREATIVE DESIGN ARCHITECTURE. LANDSCAPE 81LLUSTRATION 3190 VERDANT WAY, SAN JOSE, CA 95117 TEL: 408.551.0705 ENWI: irAo�keroativedesign.com COPYRIGHT 02010 J � � O � � � W � � � � � SECTIONS, DETAILS & INTERIOR ELEVATIONS SGLE �� A6 SEAT80ARD � SEAT BOARD ST22". X4 STUDS �tE O.C. WOOD TRIM � 2X4 STUDS �16" O.C. BATT INSULATION R-1 TYP. STUCCO WALL SUPPORT � 16" O.C., SEE STRUCTURAL � BAY VIANDOW SILL (HEAD SIM.) 1" = 1'-0" 7/8" STUCCO 1/7' PLYWOOD A I n BAY WINDOW JAMB N.T.S. � ELEVATION 1-B � �� _ ��'�� 'ALL DIMENSION CONFIRM WITH ONMER PRIOR TO ORDERING. A H D I I � � GENERAL N�TES 1. ALL MATERAL AND VORKMANSHIP SHALL CONFORM TO THE REQUIRMENTS OF CBC 2007 EDITION. 2, THE CONTRACTOR SHALL VERTFY ALL DIMENSIONS AND CHECK WITH MECFVWICAL AND ELECTRICAL CONTRACTOR (N) RAFfER FOR PIPE SLEEVES, CONDUITS EfC., TO BE EMBEDDED IN CONCRETE BEFORE THE BEGINNING OF WORK. 2X8 fLAT W/ N PLYWD 3, UNLESS OTHERWISE SHOWN OR NOTED, ALL TYPICAL DEfAILS SHALL BE USED WHERE APPLICABLE. 3-16d O EA. RFf �� ALL DEfAILS SHALL BE CONSIDERED TYPICAL AT SIMILAR CONDfTIONS. 10d O EA. 2X BLCK 4. ALL DRAWING CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHRECT FOR CLARIFICATION BEFORE E.N. PROCEEDING THE WORK. 5. PROVIDE SPECIAL INSPECTION FOR ALL ITEMS AS REQUIRED 8Y U8C AND LOCAL CODE AUTHORITY. 6, SHOP OETAILS WITH ERECTION AND PLACING DIAGRAMS SHALL BE SUBMITfED TO AND APPROVED B`f THE ARCHITECT/ENGINEER BEFORE FABRICATION. 7. SAFEiY MEASURES: AT ALL TIMES, THE CONTRACTOR SHALL BE SOLELY AN DCOMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE INCLUDING SAFEfY OF THE PERSONS AND PROPERTY , AND FOR ALL NECESSARY INDEPENDENT REVIEWS OF THESE CONDITIONS. THE ARCHRECT'S OR ENGINEER'S JOB SITE REVIEW IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES. 8. FOUNDATION: . A. FOUNDATION DESIGN IS BASED ON TABLE 18-A, OR PER SOIL REPORT IF PROVIDEI�^BY '. Ef�OIN6EKI, ", (E) R.R. B. ALLOWABLE SOIL BEARING CAPACITY FOR DEAD PLUS LIVE LOAD EQUALS TO 1500 I�� SOJL��.- �_ :�__ �_- -- C. GRADING, EXCAVATION, FIWNG AND BACKFILLING AND OTHER EARTHWORK SHALL �E DON �- � " IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT. A �,�� fb 7�(P1 L`�UFORNIA FRAMING 9. C�NCRETE� ;��p� i 7�j{��,�� 0« � ALL CONCRETE SHALL HAVE PROPERTIES AS LISTED BELOV. �` � �� p �,- - MAXIMUM VATER-CEMENT RATIO, BY VEIGHT SHALL HE 0,55. /j � / AT CONTRACT�R'S OPTION APPROXIMATELY 4 DUNCES PER 100 POUNDS OF CEMENT � � � � •_ ,�.u,. .....�....: 300-R HY MASTER HUILDERS OR APPROVED EOUAL SHALL BE USED AS A VATER D I E, .� - - '� AT C�NTRACTOR'S OPTION, AN AIR ENTRAINING AGENT CONFORMING TO THE LATEST I ION � � .. ASTM SPECIFICATIONS C 260 MAY BE ADDED TO THE C�NCRETE TO PROVIDE SPECI ry ' � / AMUUNTS OF ENTRAINED AIR. I 1�� '� �,.__.�._,._ ��..�.f , _,�,,� �„� . _..._ ___.__ __.�::.�- ._ CONCRETE MIN. 28 DAY MIN. CEMENT MAX. MAX. SLUMP TO L vn Q i - '-- ELEMENT COMPRESSIVE CONTENT AGGREGATE <INCHES) C�r�-',��,�: L 13 STRENGTH<psD <SACKS/C.YJ SIZE f7 S1 � FOOTINGS 2500 SA 1-1/2' 3' -- PUTE NAIIING - SEE SHEARWALI SCHEDULE TIEDOWN STUO � CORNERS PLATE CONNECTION - �SEE SHEARWALL SCHEDULE DISCONT. PLYWOOD � SHEARWALLS � INTERSECTIONS N.T.S. 9 St SLABS ON GRADE 2500 5.0 1' 4' 3-4% �JB� FOR 2X JST. WALLS 3000 5.5 1' 4' -- '8' FOR 4l( JST FLR. PLYWD. 'GLT' FOR GLB. ALL CONCRETE SHALL BE MAINTAINEO ABOVE 50 DEGREES FAHRENHEIT AND IN A MOIST CONDITION FOR AT LEAST 7 DAYS AFTER PLACEMENT. CEMENT SHALL CONFORM TO ASTM CI50. AGGREGATE SHALL CONFORM TO ASTM C33. 10, REINFORCING STEEL: A. ALL REINfORCING BARS SHALL CONFORM TO THE STANDARD SPECIFICATION FOR DEFORMED AND PLAIN BILLET-STEEL BARS FOR CONCRETE REINFORCEMENT, ASTM DESIGNATION A615, GRADE 60 F�R #5 AND LARGER BARS, GRADE 40 FOR �4 AND SMALLER BARS. B. WIRE MESH SHALL COMFORM TO ASTM A185. B� JOIST GIRDER g� C. ALL WELDING OF REINFOCING STEEL CONFORM TO AWS D1.4 "STRUCTURAL WELDING CODE - REINFORCING STEEL, METAL INSERTS AND CONNECTIONS IN REINFORCED CONCREfE CONSTRUCTION". D. ALL DETAILING SHALL CONFORM TO 'ACI DEfAILING MANUAL" UNLESS OTHERWISE NOTED. TYPICAL BEAM CONNECTION E. ALL LAPS AND SPLICES SHALL BE MAINTAINED 48 BAR DIA. (2'-0" MIN.) INCLUDING DOWEL EXTENSIONS AND EMBEDMENTS, UNLESS OTHERWISE NOTEO. F. ALL REINFOCING STEEI, 80LTS, ANCHORS, SLEEVES, EfC., SHALL BE SECURELY ANCHORED IN 'PC' FOR 4X dc 6X BEAM PLACE BEFORE POURING CONCRETE. ALL CONSTRUCTION JOINTS SHALL BE CLEANED BEFORE NEXT POUR. 'CC' FOR GLB, TYP. G. NOTIFY THE ENGINEER OR INSPECTION AGENCY 48 HOURS IN ADVANCE BEFORE PLACING CONCREfE JOINT WHERE COL. 'EPC FOR 4X dc 6X BEAM TO ARRANGE SPECIAL INSPECTION FOR REINFORCEMENT. OCCURS 'ECC' FOR GLB, TYP. 11. STRUCTURAL STEEL AND MISCELLANEOUS IRON: A. THE FABRICATION AND ERECTION OF ALL STRUCTURAL STEEL AND MISCEILANEOUS IRON SHALL CONFORM TO THE AISC 'SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR o 0 0 0 0 0 BUILDINGS' LATEST EDITION. B. ALL WELDING SHALL CONFORM TO THE LATEST STANDARDS AND SPECIFlCATIONS OF THE AWS, USING E70 SERIES LOW JOINT WHERE HYDROGEN EXTRODE. ALL BUTT WELDS SHALL BE fULL PENEfRATION CONfORM TO AWS QUALIFICATION PROCEDURE TEST. OCCURS C. ALL STRUCTURAL STEEL AND MISCEILANEOUS IRON SHALL CONFORM TO ASTM A36. ALL STEEL PIPES COL COL. SHALL CONFORM TO ASTM A53, iYPE E OR S, GRADE 8. ALL STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B. D, ALL UNFINISHED B�LTS AND ANCHOR B�LTS SHALL C�NFORM TO ASTM A307. ALL HIGH TYPICAL POST CONNECTION STRENGlF1 BOLTS SHALL CONFORM TO ASTM A325 #4X2'-0' EPC 4"INTO (E) FC SET EPDXY-ICBO�: //4Tdc8 �TIEDOWN STUD N.T.S. I� .�. r. ,.,,.. �N) FTG TO (E� FTG E. PAINT STEEL (EXCEPT PORTIONS TO BE ENCASED IN CONCREfE) WITH ONE COAT OF REO LEAD 14 N.T.S. �� OR EQUAL. ALL STEEL TO BE EXPOSED TO WEATHER SHALL BE HOT-DIP GALVANIZEO. 51 Si F. CONTRACTOR SHALL PROVIDE A COMPLEfE SET Of SHOP DRAWINGS FOR APPROVAL OF ENGINEER BEFORE FABRICATION. 12. CARPENTRY: A. UNLESS OTHERWISE CALLED ON DRAWINGS, ALL SAWN LUMBER FOR FRAMING MEMBERS SHALL BE 1 6d � 3" O.C. DOUGLAS FIR 41 OR BEfTER FOR 4X OR 6X AFAMS AND COI UMNS. �7 OR AFTTFR FOR RAFTFRS FI nnR JOISTS �v noi / AND WALL STUDS, COMFORMING TO STANDARD GRADING AND DRESSING RULES. � ir�vv�n�v B. SILL PUTES AND ALL WOOD IN CONTACT WITH CONCREfE OR MASONRY SHAL� BE PRESSURE TOP PLATE 4�-0�� TYP. TREATED DOUGLAS FIR OR BEffER, OR REDWOOD FOUNDATION GRADE. ALL ITEMS EXPOSED TO WEATHER U.N.O. ON P N � 1 6d � 12" O.C. SHALL BE STAINED OR TREATED PER SPECIFICATION. C. ALI. PLYWOOD SHALL HAVE GRADE AND THICKNESS SPECIFIED ON THE DRAWING. D. ALL BOLTED JOINTS SHALL HAVE SOUARE PLATE WASHER UNDER HEAD AND NUT, WHERE BEARING IS AGAINST WOOD, AS FOLLOWS� BOLT DIA SQUARE STEEL PLATE WASHER 5/8' DIA. 3' X 3� X 1/4� 3/4' DAI. 3' X 3' X 1/4' 2x STUD E. ALL NAILS SHALL BE BRIGHT COMMON WIRE NAILS, GALVANIZED FOR EXTERIOR WORK. F. FOR SCHEDULE OF MIN. NAILING, SEE TABLE 23-II-B-1, NAILING SCHEDULE, 1997 EDITION. G. ALL PIECES OF WOOD PLATES, STUDS OR LEDGERS TO BE BOLTED TO CONCRETE SHALL HAVE MIN. TYP. TOP PLATE SPLICE OF TWO BOLTS, WITH A BOLT WITHIN 9" OF EACH END (BUT NOT LESS THAN 6'). SHALL BE STAINED OR TREATED PER SPECIFICATION. JOIST HGR. TYP. 2-pX HEADER H. MEfAL ANCHORS, HANGERS, STRAPS AND OTHER HARDWARES SHALL BE Bl' SIMPAON COMPANY OR W/16d0 4"O.0 APPROVED EQUAL. INSTALLATION SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION. 13. GLU-LAM BEAMS� A. ALL BEAMS AND OTHER MEMBERS SHALL BE FABRICATEO IN ACCORDANCE WRH AITC STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMINTED TIMBERS (PJTC 203), AND U.S. COMMERCIAL STANDARD CS253 FOR STRUCTURAL DEPARTMENT FOR ALL MEMBERS. � OPENING AITC CERTIFlCATES SHALL BE FURNISHED TO THE ARCHITECT AND CIlY OFFICUIL FOR ALL MEMBERS. B. USE Y NOMINAL l.UMBER TRADE COM8INATION OF 24F-V8 DF/DF FOR CANTILEVERED BEAMS AND ° 24F-V4 DF/DF FOR SIMPLE SUPPORTED BEAMS. SLOPE IN GRAIN IN TOP AND BOTTON 10X OF LAMINATION � SHALL NOT EXCEED 1:74. a C. MOISTURE CONTENT OF LUMBER SHALL NOT BE LESS THAN 7R OR GREATER THAN 12R. D. ALL GLUING SHALI BE DONE IN SHOP BY QUALIFIED PERSONNEL AND CONFORM TO ALL AITC REQUIREMENTS. E. SUBMIT SHOP DRAWINGS TO THE ARCHITECT/ENGINEER FOR APPROVAL. F. USE EXTERIOR GLUE AND INDUSTRIAL APPEARANCE GRADE, UNLESS OTHERWISE SPECIFIED . DBL JOIST EA. SIDE 14. CONCRETE BLOCK� A. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. LIGHiWEIGNT, GRADE N UNITS, U.N.O. S5 TYP. HORIZONTAL OPENING B. MORTAR SHALI CONFORM TO ASTM C161-44T AND C270-59T, TYPE M. C. GROUT SHALL CONFORM TO ASTM C476 WITH 28-DAY ULTIMATE COMPRESSIVE STRENGTH OF 2500 PSI AND MAX. SLUMP OF 8' TO 10'. UNLES OTHERWISE NOTED, ALL BLOCK CELL.S SHALL BE GROUTED SOLI�. - - - - -- ALL HORIZONTAL REINFORCING SHALL BE PLACED IN BOND BEAMS. D. ADD 2-{�5 MINIMUM AROUND ALL MASONRY OPENING WITH 2'-0' MIN. PROJECTION BEYOND THE OPENING. PROVIDE MATCHING DOWELS TO SLAB FOUNDATION OR COLUMNS. E. PROVIDE VERTICAL CONTROWOINTS AT 30'-0' O.C. MAX. OR AS SHOWN ON PLAN. 15. EXPANSION ANCHORS ALL EXPANSION ANCHORS SHALL BE "kWIK BOLT - II" AS MANUFACTURED 8Y HILTI INC.,. OR APPROVED EQUAL. PREPARATION AND INSTALUTION SHALL BE AS RECOMMENDED BY THE MANUFACTURER AND ICBO REPORT 4627. 16. EPDXY ANCHORS AND D�VELS EPDXY ANCHORS AND DOWELS SHALL BE INSTALLED USING SEf EPDXY ADHESNE AS MANUFACTURED BY SIMPSON STRONG T1E. THREADED ROD ANCHORS SHALL 8E /�STM A307 AND REINFORCINC DOWELS SHALL BE ASTM A615 GRADE 60, UNLESS NOTED OTHERWISE ON THE DRAWINGS. ANCHORS AND DOWELS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND I.C.C. ESR REPORT N0. 2508. 17. MACHINE BOLTS. ANCHOR BOLTS 6 STl1DS - ASTM A307, HOLES IN STEEL SHA�L BE 1/l6' OVERSIZED U.N.O. HOLES IN VOOD SHALL BE BETVEEN 1/32' AND 1/16' OVERSIZED U.N.O. 18, S7RUC7URAL TUBING - ASTM A500, GRADE B, Fy = 46 KSI. 19. SlELLING ALl VELDING SHAL� BE PERFORMED HY CERTIFIED VELDERS PER AVS 'STANDARD �UALIFICATION PROCEDURE' TO PERFORM THE TYPE OF VORK RE�UIRED. ALL WELDING SHALL BE IN ACCORDANCE VITH AWS VELDING CODE. ARC WELDING ELECTRODES SHALL BE E70 SERIES. VELDING SHALL BE DONE IN AN APPROVED FABRICATOR'S SHOP IN ACC�RDANCE VITH UBC SECTION 1701.7. SHOPS NOT APPROVED VIL� BE CHARGED F�R ALL SHOP VELD[NG INSPECTION REQUIRED BY THE UNIfORM BUILDING CODE. TI1E ENCINEER (HEREJN S�RUCTUWIL DESIGNER) ASSUNES NO LMBILITY FOR ANY SiRUCfURAL CONSfRUCiED �xow niis �w. o�cN �wo cors�nucraN u� ar n�e�a vEar wvur� cow�uwho �ssuMiNC. Even THE DESIGN AND CONSTRUCf10N REOUIRE COOPERATION /WONC OWNER. D6ICNER AND COHTfGCTOR WMO FNVE PERfORNEO THF1R SERVICE MRH DURE b1ftE AND WLICENCE, TlNE CJNWOT PRO�NSE PERFECTION. DRAWINCS ARE A WRIITEN COYYUNICATON MID EVERY CONTICENCY GNNOT BE ANTICWA7ED, WFiEN AM8IWRY OR qSCC�EPANCY �S DISCOVERED BY 7HE USE OF THE PLANS R SIMLL 8E MANEONTELY REPORIED TO DESICNER FNLURE TO NOfIFY THE DESICNER SlY�LL RELIEHE THE DESM.NER OF ANY NIO ALL RESPOl15181Lf1Y F'OR THE CONSEOUENCES. CW WCES W1DE WRHOUT THE NRffTEN CONSDR OF 7HE DESIGNER ARE UIMUTHORIZED AND sruu � n� o�� or �u coHSEOUaces. scuF or� Puw is Foa n�a�ce oN�r �o wraneN SHEAR WALL W� OPENING DIMENSIONS SFNLL INVE PRESIDENCY OMQ2 SGIID qMENSqNS. 16 S1 N.T.S. � � S1 ' STRAP ENGTH IEARWALL NAIL�G xc DOWN PLAN N.T.S. � 2 S1 PROVIDE STRAP ON EACH SIDE WHERE NOTED. Sr'ACE STRAPS O 2.5' O.C. WHERETWO STRAPS OCCUR ON ONE SIDE. 11EDOWN POST � Q STRAP SOLID BLK: TYP � 048� O.C. ALONG BEAM � � W W W FLOOR BEAM - SEE PLAN �• � •�' ' HOLDOWN, SEE PLAN 2x TRIM D POST, SEE PLAN D. A.B. SEE HD. HD. A8. SCHEO. ( SEE H�. SCHED. �� TYP. FfG. REINF. SEf-XP-ICC ESR�2508 BY SPECIAL INSPECTION HD � (.E, FDN HD � (� FDN 5 S1 N.T.S. PLYWOOD STRAp, CL BM SEE PLAN k STRAP e e BEAM, SEE PLAN 'EPC' CAP DBL STUD � DROP BEAM FIRST POUR SECOND POUR 2x4 SHEAR KEY 1'-0' 1'-0' 1/2"0 x 3'-0" SMOOTH ROD O 18" O.C. GREASE FREE MID-DEPTH END PRIOR TO SECOND POUR OF SIAB 00 o �° � Oo Oo op � o � 0 ° Oo 0 00 °� °� 00 Oo �� O° �° po °� °O �� 00 CONSTRUCTION JOINT 1.5' DEEP TOOLED JOINT ��2" Rp,pIUS 00 00 00 00 00 00 op o0 op 00 00 °O o0 00 00 00 00 00 1/B - � TOOLED JOINT S1 NOTE: CONTRACTOR SHALL COORDINATE SIZE AND LOCATION OF FOOTING STEPS WITH THE CML DRAWINGS. ADJUST FOOTING THICKNESS AT STEPS SUCH THAT THESE DISTANCES ARE EQUAL MATCH FOUNDATION REINFORCING � , N.T.S. � �r 1'-6` LAP � � TYPICAL 2 -�� MAX. CONCRETE STEP N.T.S. N.T.S. 6 S1 N.T.S. 2 51 L/3 MIN. 2d FAf'F CIF CIIPPC)RT -. y�.� nv�n. I :'.... 3d MIN. � IF HOLE DL4. EXCEED � � I W/3 dc LESS W{2. PROVIDE 'ST22 - ° � DO NOT OVERSIZE o J� v �� ° HOLE IN PLATES � DL4MEfER OF JOIST ' JOIST OR BEAM HOLES SHOULD BE LESS THAN d/5 � W 2 sruos Z NOTES 3 � - d=OEPTH OF MEMBER - L=CLEAR SPAN OF MEMBER I yy I W 3 - NO NOTCHES PERMfTTED f� - WHERE 'd' IS 5.5" OR M�• - IN BOTTOM OF JOIST OR BEAM USE WHERE HOLE DIA. EXCEEDS W/3. ��,�,, �� F�--�i NUIt: FOR FTG. REINFORCING, SEE OTHER DEfAILS FOR iYPE dc SPACING. � r- FOOTING ---� ,.. n pp � a ��. �i��ipi� i��i��i r i i� �� '�i r l :�: ►L JI �� .� i� :,., �--- a `- P CE PIPE PVC SCHEDULE 40 O C.L. OF SLEEVE 9� PIPE SLEEVE-3" LARGER IN DIAMEfER THAN PIPE MIN. FILL VOID O END OF L� SLEEVE W/CAULKING PIPE IN CONCRETE HOLES IN TOP PLATE HOLES IN STUDS. JOIST OR BEAM N.T.S. � S7 N.T.S. 3 S1 N.T.S. ROOF PLYWOOD RUOF RAFiER C.L. OF STRAP dc END OF STUDS STUOWALL - SEE SCHED. PARALLEL TO WALL C.L. OF STRAP dc 2x BLOCKING W/ END OF STUDS � I 2-�Od T.N. EA. END y 2x JOIST 'CS16' STRAP OR PER PUW INTER-STORY TIDOWN P�RPENDICULAR TO WALL e N.T.S. S � TIEDOWN SEE PLAN HD. POST, SEE HD. •SLOT PLYWD. SCHEDULE AT STRAP F STRAP dc F L . HOLDOVN SEE PLAN BEAM STRAP PER PLAN PER PLAN DBL T.P 2x STUD POST � FLUSH BEAM INTER-STORY HOLDOWN MATCH SIZE dc QUANTIN OF FOUNDAl10N REINFORCING 24� LAP 24` LAP FOUNDATION REINFORCING, SEE SECTIONS � CORNERS 24" LONG HOOK ;,� U fOUNDATION REINFORCING, SEE SECTIONS � INTERSECTION N.T.S. 4 S1 N.T.S. � � W Q Q � � � Q U � � W � z � W � � a U U z W Q � � W � Q' � (n U Date 04/15/10 Scale AS-SHOWN Drawn TNT Job - Sheet S-1 REVISIONS B. PERMR � � I I I I STUDWALL I �BEYOND WINDOW EDGE NAIL'G � � 2X BLOCK 5-16d 48" CS-16 6-1fid O EACH STUD 2X BLOCK 2X4 O 16� OC 6-16d STUDWALL BAYWINDOW DETAIL SECTION � 3 � 4 -� - � Y SZ POST TO UPPER FLR. 10d O 6"� 2X FLR. JST. GIRDER IF 0 CUR � 'PB' BASE �Z -� � SEE O V � � FOR NOTES SEE FfG. SCHEO. NOT SHOWN fOR SIZE Ac REBAR io Z -� � SEE PLAN SECTION � 3/4'=1'-0" C 2 J SECTION � 3 - � w SZ (E) WALL REMOVED WHERE OCCUR - E.N. � (N) F.J. � PLYWOOD • 16d08'O.0 (E) FLOOR JOIST EDGE NAIL'G � P.T.D.F. S WRH E.N. _ 'U' HGR, TYP. � ( J P.T.D.F. SCREW QR 2 0 C 3(NTO (E) �E) FfG. � (E) FTG SECTION B 3 -�• SZ F�UNDATI�N & FLO�R FRAMING NOTES FLOOR PLYWOOD SHALL 8E 3/4' T dc G UNBLOCKED W/10d O 6' O.C. EDGES 10d O 10' O.C. FIELD TYP. U.N.O. GLUE PLYWOOD TO ALL FRAMING. PLYW000 SHALL BE INSTALLED WITH 8' SIDE PERPENDICULAR TO fRAMING AND 4' SIDES STAGGEREO. CONNECTOR FOR PRESSURE TREATED WOOD NAIL, BOLT. EfC. SHALL BE NOT-DIPPED GALVANIZED OR STAINLESS STEEL PER CBC 2304.9.1 ALL WASHER: 1/4" X 3" X 3" WASHER. S H E A R W A L L S C H E D U L E EDGE NAIL ANCHOR 80LT PLATE CONNECTION SIMPSON '/tii5' OR NOTES SPACING SPACING NAILING OR BOLTING A35F' CLIP SPACING ��nuv 1f1�1 1 CIf1F � CIf1FC 1 CIIIF 7 SIf1FC 1 SInF � CI�FS SFF RFInW UNO 6'O.C. 72"O.C. - 16d O 8" O.C. - 32"O.C. - 1 � 6'O.C. 48"O.C. - 16d O 6" O.C. - 16'O.C. - t 4"O.C. 32"O.C. 16"O.C. 16d O 3.5" O.C. LBs O 10"O.C. 12'O.C. 5.5"O.C. 1.2,3 3`O.C. 24"O.C. 12`O.C. 16d O 2.5" O.C. LBs O 8"O.C. 9�O.C. 4.5"O.C. 1,2,3 4 2"O.C. 16'O.C. 8"O.C. t6d O 2" O.C. LBs O 6`O.C. 6�O.C. - 1,2,3 NOTES: 1. -ALL NAILS SHALL BE 10d COMMON. - PLYWOOD SHALL BE 1/2' CDX PER THE STRUCTURAL SPECIFlCATIONS. -BLOCK ALL EDGES OF PLYWOOD. -AlL STUDS, PLATES AND BLOCKING SHALL BE 2x UNO. -ALL FIELD NPJLING SHALL 8E tOd O 12' O.C. -ALL ANCHOR BOLTS SHALL BE 5/8'! WITH 2' MIN. HOOK AND 7' MIN. MBEOMENT WITH 1/4' X 3" X 3' WASHER. PROVIDE 2 MINIMUM PER PLATE. -WHERE EXTERIOR PLYWOOD IS UNBROKEN AND CONTINUOUS AT PLATE LINE AND ONE SIDE PLYWOOD IS NOTED, NO PLATE CONNECTION OR SIMPSON CLIPS WILL BE REQUIRED; IF TWO SIDES PLYWOOD IS NOTED, THEN ONE SIDE PLATE CONNECTION AND CLIP SPACING WILL BE REQUIRED. 2. -LBs DENOTES 1/Y4 LAG BOLTS WITH 5' MINIMUM PENEfRATION INTO 3x MINIMUM FRAMING BELOW. -WHERE PLYWOOD IS APPLIED TO BOTH FACES OF THE WALL, ADJOINING PLYWOOD EDGES SHALL BE OFfSEf TO FALL ON OIFFERENT FRAMING MEMBERS. 3. -PLATE NAILS SHALL BE STA�GERED WHERE SPACING IS LESS THAN 3' O.C. -ALl STUD AND BLOCK AT ADJOINING PLYWD EOGES SHALL BE 3x AND STAGGER NAIL -SILL PLATE SHALL BE 3X PT OF OR REDWD. H❑LD❑WN SCHEDULE F�OTING SCHEDULE MARK STUD A.B. X EMB. �K SIZE REINFORCEMENT HDU2/HD2A 4X4/(2)2X4 5/8"f X 12' EMBEDMENT THREAD RO F-1 2'-0" SQ X 12' 3-�5 E.W. O BOT HOUS/HDSA 4X4/(2)2X4 5/8'0 X 12' EMBEDMENT EPDXY ROD F-2 2'-6" SQ X 12" 4-{�5 E.W. O BOT HDU6/HD6A 4X4/(2)2X4 7/8'4 X 18" EMBEDMENT THREAD RO F-3 3'-0" SQ X 12" 4-�5 E.W. O BOT HDQB/H08A 4X4/(2)2X4 7/8�0 X 18' E BEDMENT EPDXY ROD SPECIAL INSPECTION FOR EPDXY HOLDOWN 6 ANCHOR BOLT PROJECT ENGINEER PR�VIDE SPECIAL INSPECTION AND REPORT TO CITY INSPECTOR <ICC ESR 11 2508 - SIMPSON SET-XP> nc oawmt (� smucn�nK ocs�x) �sse�s Ho u�errtr � urr stauctuw� oor+s�raucren FROY 7116 PlAfl DESION NID COILSTRlICf10N ARE Bf ilE7R VEI[f 1M7URE COYPUG7ED ASSUINNG. EVEN n� ocsia wo � rtEOUrt� 000aouno� �wore owHa. ocs�n �ro car�wcton Mra wwE �oa�m n�xe s�nv+cc wrm ou� ar� w+o owioo�c�, n+EV cvr�or Pnor� ro�cnoH. ORIiWWfS ARE A MRRiEN OOAIYUNICATqN Ap0 EVFJ!/ CONIIGFIICY C/Vf10T BE MIfICIPA7FD. NRId AYBICUIIY at oscarnwcv a oaww� sr rn[ usc ar nic w�s rt awi ee wmM�r �EVaertn to oesnnu F�au�t to ratrr n� omn� s�uu �m � t� oESwwtrt oF �wr �wo �u �aa�e�mr Fnrt n¢ �. aw�s wwe wrt�aur nc wAmo� c�stxr a n+e �� uwumaazm wo sw� �avc nf oes�aen aF ui co�ao�cs. sr.�[ on Puw �s rat a��ce a�r a+o w�mvi dro�sara swui waE rnESCO�cr o�n scuFO owasoHS. nf wwwr ure�m ov nE o+a�t suu acEn ra anaKSrw� occ� n� rotK wouHr oF � awacE. BOUNDA. NAI� PLY TO BLKG. JOIST LAP 6' MIN. NAIL W/ 4-t 6d I 2x BLKG. 4X4 POST W/ 'BC' GIRDER, CAP. 1YP. UNO. SEE PLAN tO z . � 'PB' POST BASE o Z� � �T� ' � � 409"OC I WAY i � .��' �p�� G � v'L.s� ''/ , _ _.__ -,. ��3� 1 1��'I�1�'� y - �olo ''�D r � �� y ��rc��l �� —�7—�0 _ � .. T - �w . -a�ra . �l��l�l � . . ____ ___� 1 i�: l�'� � ,�.� ANCHOR B01 SEE SCHED 2-{�4 T dc 8 • 2x RIM JOIST / FLOOR P�YWD. � JOIST - SEE PLAN 2xBUt O 4' O.C. O JOIST//WAL .� i�i � 4X GIRDER �'GH' HGR � � O 18" O.C. � � � 1 � I � —�4 —�4. STD. 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