The URL can be used to link to this page

DIR-2012-11b CITY OF CUPERTINO 10300 Torre Avenue, Cupertino,California 95014 (408) 777-3308 To: Mayor and City Council Members Chairperson and Planning Commissioners � r � From: Aarti Shrivastava, Director of Community Development � -�fl-{ Prepared by: Colin Jung AICP, Senior Planner, Planning Division i � G Date: April 26, 2012 Subject: Director's Minor Modification, DIR-2012-11, to a previously approved Use Permit (U-1985-32) to allow the construction of a 900 square foot accessory storage building, the enclosure of an existing open entry area and the construction of a small parking lot at an existing retirement community (The Forum at Rancho San Antonio) Chapter 19.164 of the Cupertino Municipal Code allows for administrative approval of minor changes in a project. The Director reports his decision to the City Council and Planning Commission in time to allow an appeal of the decision within fourteen calendar days. DISCUSSION The applicant, Louie Leu, representing The Forum at Rancho San Antonio, proposes minor improvements at the existing retirement community. The changes include: 1) Construction of a 900 square-foot accessory storage building that matches the style and materials of the existing buildings. The storage building is sited next to another storage building in an existing parking lot and will remove five parking stalls. (See plan set.) 2) Construction of a new 6-stall parking lot on the other side of Via Esplendor to replaced the five (5) parking stalls displaced by the proposed storage building. Plan set sheet C2.0 erroneously indicates that four trees will be removed by the parking lot project. In fact, the removals are Oleander shrubs. 3) Construction of a new entry enclosure at the main entrance of the community building. The enclosure consists of glass storefronts and an automatic sliding door for a portion of the existing porte cochere. The changes are interior to the development and visible only to residents, guests and employees of the Forum community. ACTION The Director of Community Development deems the modification minor and approves the project with the following conditions of approval: DIR-2012-11 23500 Cristo Rey Drive Page 2 L APPROVED EXHIBITS Approval is based on Plan Sets titled: "The Forum/At Rancho San Antonio/Community Building Entry Addition/23500 Cristo Rey Drive/Cupertino, CA 95014", prepared by Louie Leu Architects, consisting of 4 sheets dated 03/09/12, and labeled A-0.0, A-2.1, A-3.1, and E-1, and "The Forum/At Rancho San Antonio/Community Storage Building/23500 Cristo Rey Drive/Cupertino, CA 95014", prepared by Louie Leu Architects, consisting of 4 sheets dated 03/09/12, and labeled A-0.0, A-1.1, A-2.1, A-3.1, C 1.0 to C3.0, DTO 1, DT02, except as may be amended by the conditions contained in this memorandum. 2. NOTICE OF FEES DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS The Conditions of Project Approval set forth herein may include certain fees, dedication requirements, reservation requirements, and 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 Govei-nment Code Section 66020(a), has begun. If you fail to file a protest within this 90-day period complying with all of the requirements of Section 66020, you will be legally barred from later challenging such exactions. This Director's approval is effective April 26, 2012. The fourteen calendar day appeal period will expire on May 10, 2012. Please be aware that if this permit is not used within two years, it shall expire on April 26, 2014. Attachment: Plan Set G:Planni�ag/PDREPORT/DlRreports/2012/D/R-20/2-1 l.docx & And L Mgle � At � Center�ine 0 Diometer or Round PErpendicular � Pound or Number (E) Existing AD. Area Drain AGCR. Pggregate AL. Aluminum BD. Board 81TUA�. Bituminous BLK. Block BLKG. Blacking 8M Beam BOT. Bottom CA@. Cabinet CEM. Cement CER. Ceromic C.I. Cast Iron CLG. Ceiling CLR. Cleor CONC. Concrete CONSTP.. Construction CONT. Continuous CTR. Center DBL Duuble OET. Ueta�l DIA. Diameter DIM. Dimension DN. Down D.O. Door Opening j1R �n�r DWR. Drawer DS. Downspout DWG. Drawing E. Ei+. EIEC. E.P. E0. EUPT EXST. EXT FA. F.D. FDN. fiN, � F1ASH. FLUOR F.O.C. F.O.F. F.O.S. FPRF �. F7G FURR. FUT. ,A. GALV. GL. GND. GR. GYP. H.B. NDWD HDWE. HORtZ. HGT. ID. MSUL. INT. JT. ABBREVIATIONS East Each Electrical Electricol PanelD<wrd Equol Equipment E%ISf�ng Exterior Fire Alarm Floo�Drain Foundation Finish Floor Flashing Fluorescent Face ot Concrete Foce of Fnish Face of Studs Fireproof Foot or Feet Footinq Furring Future vauge Golvanized Glass Ground Crade Gypsum Hose 8ibb Hordwood Hordware Horizontal Heiyht Inside Diameter{Dim.) Insulation Interior Joint tAM. Laminate LT Liqht MAX. Moximum M.C. Medicine Cabinet MECH. Mechanicol MEMB. Membrone ME7 Metal MFR. Manufacturer MIN. Minimum MIR. Mirror MISC. M�scellaneous N. North N.I.G. Not In Contract NO or� Number NOM. Nominal N.T.S. Not To Scale OA. Overall OBS. Obscure O C. On Center O.D. Outside Diometer(Dim.) OPNG. Opening OPP. Opposite PLAS. Ploster PLYWD. Plywood PR. Pair PT. Point PTN. Partition P.T.R. Paper Towel Receptacle R Riser RAD. Radius R.D. Roof Drair, R[F. Reference RF�F Rnlr;narninr REINF. Reintorced RM. Room R.O. Rough Opening RWD. Redwood LEGEND NORTH ARROW DOOR REFERENCE D E--SECTION IDENTIF�CATION A42 E--SHEET WHERE SECTION IS � iotn SHOWN J REF. ��0�� OOOR NUMBER(SEE GDOR DCTERIOR ELEVATION NORTH SCHEDULE) 2 F-ELEYATIUN IDENTIFlCATtON � COLUMN OR GRID LINE WINDOW REFERENCE '�� F--sHEEr wH�RE E�EVnnoN is 1 SHOWN LEiTERS LEfT TO RIGHT. �—"-� SECTION DEfAIL ��NUMBERS TOP TO BOTfOM ///�� `p, �f--DETAIL IDENTIFICATION � \vf�-WINDOW TYPE(SEE WINDOW ��2��-SHEET WHERE DE7A1�IS SCHEDULE) Y SHOWN BUILDING SECTION LOUVER REFERENCE I PLAN DETAII A E—S[CTION IOENTIFICAiION --� 2 E—DETAIL IDENTIFICATION A4.1 F—SHEET WHERE SECTION IS A8.3 �-SHEET WHERE DETAIL IS SHOWN �� _ SHOWN � LOUVER TYPE(SEE LOUVER I SCHEDUL) '' ,`` WALL SECTION CEILING HEfGHTS ` "'"'�NTERIOR ELEVATION, ' MULT1PLE VIEWS a A6.t 2E-ELfVATION IDENTIFICATION 3 SHEET WHERE ELEVATION IS SHOWN GENERAL NOTES t. ALL WORk SHALL BE IN ACCORDANCE WITH THE CALIFORNIA CODE OF REGULAiIONS (Tf(LE 24)AND ALL OIHER LOCAL CODES AND ORDINANCES OF THE GOVERNING AUTHORfTY HAVING JURISDICTION,AND AS IDENTIFlED UNDER APPLICABLE CODES ON THIS SHEEf IT iS THE INTENT OF THESE DOCUMENTS TO COMPLY THERETO. 2. ALL DRAWINGS ARE TO BE USED IN CONCERT WIiH FACH OTHER.IF THE CONTRACTOR DISCOVERS ANY DISCREPANCY BEiWEEN THE DOCUMENTS,HE SHALL PROMPTLY REQUEST FROM THE A.RCHITECT CLARIfICA710N OF GOVERNING CRITERIA. REFER TO THE ARCHITECTURAL DR4WING5 FOR EXACT PtACEMENT,ORIENTAiION AND COORDINATION OF WORK. WfDRMATION SHOWN IN THE IARGEST GRAPHIC ARE INTENDED TO SUPPLEMENT INFORMATION Of SMALLER,PRECEDING REFERENCE DRAWINGS 3. NOTATlONS MARKEO iYPICAL°(TYP.)SHALL BE CONSISTENT THROUGHOUT A1 f SUCH REFERENCE NOFAENCIATURE,SYk180LS AND DRAWING INDICATIONS OF LIHE OR SIMILAR KIND. 4. U NOT SCALE THE DRAWINCS. THE CONtRACTOR SHALL FIELD VERIfY CUNSTRUCTION D CONDITIONS AND DIMENSIONS PRIOR TO ORDERING,FABRICAiING,AND INSTALLATION OF ANY ASSOCIATED WORY., IF DISCREPANC�ES ARE fOUND,THE CONTRRCTOR SHALL PROIAPTLY REQUEST FROM THE ARCHITECT CIARIFICATION PRIOR TO COMMENCEMENT OF ASSOCIATED WORK 5. UIMENSIONS ARE RELATED SPECIi"ICALLY TO FACE OF CONCRETE,FACE OF MAS�JNRY, FACE OF EXTERIOR STUDS,CENTERLINE OF STRUCTURAI COLUMNS AND BEAMS,OR CENTERUNE OF INTERIOR STUDS,UNLESS OTHERWISE NOTED. CLEAR DIMENSIONS ARE INDlCATED FROM FINISHED SURFACES OF MATERIALS OR ASSEMBUES. 6. BUILpING ELEVATION REfERENCES ARE FROM DiRECT APPLICATION OF FINISH FLOORING APPLIED TO THE STRUCTURAL FLOOR SUBSTRATE OF THE GROUND F100R DATUM (MAIN ENTRANCE). CONTRACTOR SHAIL�NCLUDE REQUIRED DEPRESSIONS AND/OR PROJECTIONS IN ACHIEVING REOUIRED ELEVATIONS. CEILING HEIGHTS ARE REFERENCED TO FIN�SHEO SURFACES UNLESS OTHERWISE NOTED. 7. KEYNOTES USED ON THE DkAWWGS ARE FOR ASSEMBIJES,MATERiA(. REFERENCES ANU NOTES. REFER TO THE KEYNOTE LEGEND ON THE RESPECTIVE DRAWING FOR THE MfOkMAT10N WHICH REIATES TO EACH KEYNOTE NOT ALL KEYNOTES REFERENCED MAY BE APPt1CABLE TO SIlAILAR TYPE DRAWINGS. 8. EXISTING WORK IS SHOWN fOR REFERENCE ON�Y. THE OWNER AND ARCMTECT QQ NOT GUARANTEE EXISTING CONDI110NS INOICATED ON THESE DOCUMENTS. S S.0 SCHED S.F. SECT. SH. SHR. SHT. SIM. SPEC. SQ SST. STD. STL. STOR ;TRUCT SYM. TRD. T.C. TEL TER. T.&G. THK. T.P. T.V. T.W TYP. UNF, U.G.N VERT. W. w/ WD, w/n WP. WT. South Solid Core Schedule Square Feet Sect�on Shelf Show?r Sheet Similar Specitication Square Stoinless Steel Standvrd Steei Storage Structural or Structure Symmetrirol Treod Top of Curb Telephone Terrazze Tongue and�roove Thick 7op of Pavemr.nt Television Top ot Woli Typical Unfinished UNess Otherwi;e Noted Verticol West With Wood w�tno�t Waterproo( Weight +�10'-0" DIMENSION AE30VE DATUA� REVISION REFERENCE 2 REVISION NUMBER CLOUD AROUND REVISfON WORK, CONTRO�, OR ��DATUM POINT REFERENCE ELEVATION $ +10'_0'_E—DIMENSION ABOVE DATUM ROOM IDENTIFICATION ENTRY�ROOr�NAME 101 E—ROOM NUMBEP. INTERIOR ELEVAT�ON, SINGLE VIEW A6.2 9(-ELEVATION IDENTIFICATION �—SNEET WHERE ELEVATION IS SHOWN 9. MATERIALS SUSPECTED OF CONTAINING ASBESTQS THAT ARE DISCOVERED DURiNG THE PROGRESS Of THE WORK SHALL 8E REPORTED TO TNE OWNER. WORK IN THAT PARTICUTAR AREA SHALI BE SUSPENDED UNTIL THE OWNER TESTS THE SUSPECT MATERIAI AND IT IS FOUND TO BE SAFE,OH UNiIL THE SUSPECT MATERIAI HAS BEEN PROPERLY ABATED. 10. CONTRACTOR SHAl1 VERIFY,AT S1TE,ALL EXISTING CONDITIONS PRIOR TO SUB�AiTTAL Of BIDS.SITE VISITS GURING BIDDING SHALL 8E COORDINATEU WITH THE OWNEk IN ACCORDANCE WITH PROVISIONS OF THE SPEGFICATIONS. it. CONTRACTOR SHALI PROTECT ALL EX(STING WORK. ANY DAAIAGED WORK SHALL BE REPIACED WITH THE SAME MATERIAIS,INCLUDING IAATCHING THE EXISTING COLOR;AND TEXTURES. 12. CONTRACTOR(S)SHALL BE RESPONSIBLE FOR THEIR OWN CIEANUP AS WORK PROGRESSES. 13. ALL WORk IS NEW UNIESS OTHERWISE NOTEO. 14. EXISTING CONSTRUCTION SHOWN ON THE ORAWINGS WAS OBTAINED FROM THE ORIGINAL CONSTRUCTION ORAWINGS. THESE ORIGMlAL CONSTRUCTION DRAWINGS ARE AVAItABLE AT TNE ARCHITECT'S OfFICE FOR REViEW. THE ORIGINAL CONSTRUCTION DRAWINGS ARE NOT A PART OF THE CONSTRUCTION pOCUMENTS AND DO NOT WARRANT EXISTING CONDITIONS. iHE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHIiECT Of ALL E%CEPTIONS BEFORE PROCEEDING WITH THE WORK. 15. CONSTRUCTION SHALL BE ADMINISTERED PER GALIfORNIA CODE OF REGULATIONS TITLE 24, PART t,CHN'TER 4,GROUP 1. A A COPY OF PARTS 1 AND 2,11TLE 24,C.C.R SHALL BE KEPT ON 1HE JOE S(TE AT ALL TIMES. 8. ALL CHANGE OftDERS AND ApDENDA TO BE SIGNED BY THE ARCHITECT AND THE OWNER AND APPROVED. CHANGE OR�ERS ARE NOT VA110 UNTIL APPROVED. C. ALL TESTS TO r,ONFORM TO THE REGUIREMENT OF SECTtON a-335,PART�,TITLE 24, AND AF'PROVED T,rk I,SHEET. D. TESTS UF MATERIALS ANU TESTING LABORATORY SHA11 BE IN ACCORDANCE WITN SECTION 4--335 OF PART i,TITLE 24,AND THE OWNER SHAIL EA�PLOY AND PAY THE LABORATORY. r�;TS Of RE-TEST MAY BE BACK CHA.RGED TO THE CONTR,4CTOR. E. 7HE CONTRACTOR SHALL PERFORM HIS DUTIES IN ACCORDANCE WITH SECIION 4-343, PART 1,TITLE 24 COMMUNITY BUILDIN� ENTRY ADDITI4N 23500 CRISTa REY DRIVE CUPERTINO, CA 95014 SITE PLAN ' --`--� -- :, : . i � �... . ;...� t _. `_- - , , _. � r � � t- � �, i .r .. ��, ,, ;,d � `<. ^=,c,.,,,t. -,,__.� . ' � . VIA ESPLENDbR �� -- ---__ --- _ . _,�_. �__ _ . . , - ;� -� , - � - ;,� � ; ; - j�i , _ ��, � w.° Y '^X . :' �� w ,�� f � `� , ._._.. . � r �' - r H j; • N I �i : �- , "f ; co. , ,- _ ,. - ` � ' , ii - 6�� __.. , ; _ ,. , - _i IY' � G��Oi,yC�jl II , , , � „ � •- � � � �� , ; . � �� ' _._ -- - \�-"-._._._...�..._____.�_-_�-___'__`^'r.�_ �'✓. � .�� !�♦ ��.. �__ ___.� �. .1..._._ °�._, B STREET PROJECT--r--T ; i ' _ ., _�____.�.___._..__�______._., acanoN �_�'� : , '- _-- -.- ;-- \ ,iJ` ��7 __ ``,. . '' -_ I '^� i ` _ �� I i: � 1'a0 '�) a , p�j ��. ��`, a� '.,�4, SCALE:i"=BO' NORTH VICII�ITY MAP ,�i i l ��> %Y� 1 � , � � � � q��, o,�'/�� y\ �Maryknoh 'l� ` \ r-*�SeminOry oot��_�F'�1 �'--� � y v�. ��- � �� .\ - e�a � c,.\ omm°� h srO,p�---- N,_ � P ��_ G y 0 �. � Vr P�e a eQY I ��'� w S.� \c\�o�o/' ti ��z t � \O \�p ,p ��%�� a� �� f o,, ��P �r NoRrN 1° \�Q �'r CODE INFORMATION APPLICABLE CODES & STANDAR : DS 2010 2010 2010 2010 20t0 2010 2010 2010 2010 2010 CAL.IFORNIA BUILDING COOE(CBC)CODE CAI.IFORNIA RESIDENTIAL CODE(CRC) CALiFORNIA REFERENCE STANDAR�S CODE(CRSC) CALIFORNIA ELECTRICAL CODE(CEC) CALIFORNW A�ECHANICAL COOES{CMC) CALIFORNIA PLUMBING CODE(CPC) CAUFORNIA FIRE CODE(CFC) CALtFORNIA ENFRGY CODE CAUFORNIA EXISTING BUILDING CODE(CEBC) CAUFORNIA GREEN BUILDING STANDARDS CODE(CALGREEN CODE) SHEET INDEX ARCHITECTURAL A-0.0 TITLE SHEEf AND PROJECT DATA , ,,�„.,,..�.,._.,.w ELcVAT10".S ..-_., ��.;:,�.:�,.�. �.. A-3.1 DEfA1LS ELECTRICAL E-1 ELECTRICAL PLAN dc T24 DOCUMENTS _./� � � ,�- k- "�,;�il.-�f� " ,l� ' � � /� . �f°.,`1 . PROJECT DATA PROJECT OESCRIPTIO� NEW ENTRY ENCIOSURE AT MAIN ENTRANCE OF EXISITING COMMUNIIY BUILDING. TNE NEW ENCLOSURE CONSISTS Of NEW GLASS STOREfRONT�C SLIDING DOOR INFl�L TO TNE EXISTiNG PORTE COCHERE STRUCiURE. ASSESSOR'S PARCEL NUMBER jAPN} 342-54-999 PLANNING CODE DATA JURISDICTION: CITY OF CUPERTINO PLAIJNED DEVELOPMENT ZONINC: P(INSTITUTIONAL) OCCUPANCY GftOUP MIXED USE CONSTRUCTION TYPE TYPE 5-A/SPRINKLERED IMP RV! 5 COVERAGE NO ADD(TIONAI. FLOOR AREA UNCONDITIDNED PROPOSED UNCONDITIONED ENTRV ENCI�SURE 318 S.F. FIRE PROTECTION EXISTING SPRtNKLER SYSTEM.MODIFICATION OF EXISi1NG SPRINKLER SYSTEM NOT ANTICIPATED. PROJECT DIRECTORY OWNER: ARCHITECT: THE FORUM AT RANCHO SAN ANTONIO LOUIE LEU ARCHITECT PETER DINE LOUIE LLU,A.I.A. DIR.OF ENGINEERING&PLAN1 OPERATIONS 236 N.SANTA CRUZ AVE.,SUfTE 21U 23500 CRISTO REY DRNE �OS GATOS,CA 95030 CUPERTINO,CA 95014 408.399.2222 650.944.0118 STRUCTURAL & CIVIL ENGINEER: RCL ST7'iUCTURAI ENGINEERS RYAN lOH 1016 WRIGHT TERRACE SUNNYVALE,CA 94087 408.463.6832 ELECTRICAL: SERRANO ELECTRIC MIKE MURT[NSEN 1705 RUSSELL AVENUE SANTA CLARA,CA 95054 408.986.1570 � �.�aa/ c e � � � � � � � �.. �., W � 0 �" o F ma O V �U U � �� N 7 C7 O O S J 5 O N M N N N N 3� �� -th 4i� Q O N�- � x U �6 LL :� Cn N N Z p� co � �rJ M N� 0 � t a �F'tt�` b�Y Z, �,� �O V � ., v ro `^pV� J Q � 3�' Q � �� >�,,� .ci " �,�„° o O� o �°- k �J� z «, O � �2 % �F'� z �J �p-' � /l* 5 / i l f y / 1 U � 0 N N 0 z N 'o a O z 0 Q Z Q'^ vJ C O �Z �U O Z � Z� �� Uate/Revisions: 03-09-12 U O Z H � W a � U W > � � W � 0 � � � U pO M N Q � � U W � � � �" w W _ � W J � �"' Sheet No A-0.0 0 w N � Z � Q m m � E ��STORAI DRAIN ,F c�pSSS��P�IE% `�,1,�p� QP, , � A qf, , --_..__--, y oT, ��9y� ; iF� ;, �s� ,. ; �.�y��_ , �,\ i' � ...�, i % !, �` `\ .� \l.l� \ �. .. , ; ., i/ / / i. ,_ __ _.____. VIA ESPLENDOR ,, i _��_ , � �� :. : _ . F � ; i ., ' 4 � ; ! � Oq 1 qq'��'O j�--PATN Oi.TRRVEL �� _ - �' � ' _ _ . -�� `' � � i ._�'�, '�, - �.i i', .__,"._ ..�, � �.� s ,i __' ��_._:.�,, i I . .-� ,�.� - .._._.... __'-. i ". :,, . ,� �� _:'. .. ; . w ' � _' ._ 'O 1(E)STORAGE BUILDING 3 ao � '.._.__. _..__.- ; �,� . . �_._._ . :. , Z ., . .. 1 _ ,' a _. ._._ _. 26._4. 1 , �. --...— ._—.-_-.�,.., . . '. ;. ��. i ._... ...__.. __.__ . ; i : -�_-= --�:�.- � '. .__._ '� �..._.-._____. _....._.._ _i. �1 .��. '__ _-_ __ . i � __ "'' . �N�SfDRl�GE ._. ...__.-.._ :c� � �' � BUILDING i ' �- _20'X._45"___ OG '� __ ___ �_ -_._ _ �___ __ A �. d' , p. ; -- - t-- _.' � ,, , _ -- -- -_ p4 ;', � LOCATE(N) � _ � �'. �: __. _._. ___: BUILDING AT F.___ ..��-�-- �. ,,,' _ _- � EDGE OF � � � PARKING STALL -- -..-- V I' �_,,�,'!(E)STEPS �-DN. _�=f- i--_ _--- �� i _ , >. � - -- � : � ,� , ---------_ : ___ -- _ � , _ __ _ --- .s _ , Q � ---- ------: ;': ', I ._._ _._...:,..,i. . � � ,�_,_- i� .,,\; � '� GENERAL NOTES-STTE PLAN __ A. PRIOR TO FOUNDATION INSPEC�ION BY THE Clll',THE RCE OR lLS OF RECORD SHALL PROVIDE WRITTEN CERTIFICATION THAT ALL THE BUIIDING SETBACKS&PAD ELEVATIONS ARE AS PER APPROVEO PLANS. B ALL TREE PROTEC7'NE FENCING SHALL BE INSTALLED&INSPECTED BY LOCAL JURISDICTION ANU SHALL REMAIN IN PLACE THROUGHOUT CONSTRUCTION. C. NO CONSTRUCTION EQUIPAIENT UR PRIVATE VEHICLES SHALI.PARK OR BE STORED WITHIN THf DRIP IJNE OF ANY ORDINANCE PROTECTED TREES ON THE SITE. D. SEE CIVIL PLANS FOR TOPOGRAPHY,GRADING AND DRAINAGE INFORMATION. E. SEE LANDSCAPE PLANS FOR CALLOUT AND LOCATtON OF(E)TREES, AND PROPOSED TREES. F. PROViDE SEWAGE BACKFLOW DEVICE/CHECK VALVE PER SANITATION DISTRICT REQUIREIIENTS. G. APPROVED NUMBERS OR ADDRESSES SHAL1 BE PIACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH A POSI1101J AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREEf OR ROAD FRONTINC THE PROPERtt. NUMBERS SHALL CONTRAST WITH THEIR BACKGRCIUND. H. ALL UTIIJTIES FOR NEW CONSiRUCT10N SHALL BE UNDERGROUND. fOR REMODELS AND RENOVATIONS.CHECK W/LOGAL JURISDICTIONS. ��/////� NORTH � � � � � `� �. � � �.:." � W. � �, �- o � � U m L m � U � N � O N N �3 (, O J � 0 N� N N "N �� _� ai�. Q o N� � x U f0 �LL C N (n N N Z � �� M M N� O � t a �G�_�`_ b,, �� v �v � �� w Q V � ";� c W W Cj E Z< U ¢ �l Q �� k � �� z n O � `�ti c> �� J��# c��P' `�, � N 0 Z U N O a` � z O � Z Q � �O �U Oz �� W � Q Dote/Revisions: 03-09-12 U O z H � W a � U W > � � W � 0 � � U 0 � c� N z � a �1J f_-' � Sheet No: A-1 .1 q I I i� 41 U � o; 0 �i REFLECTED CEILING PLAN ROOF PLAN i. ---�...CURB_--.-) - i i � i I i i i � � � � � � � i � i i i i i i i i i � � � � GENERAL NOTES• ROOF PLAN A. TYPICAL ROOfING MATERIAL TO BE TI!E OVER 30�`ROOFING FELT, CLASS'A'RATED,INSTALL PER MANUFACTURERS RECOMMENDATIONS, MININUM OVER 30�ROOfING FELTS B. SEE TITLE 24 ENERGY COMPLIANCE SNEE7 FOR INSUlATiON REQUIRElAENTS. � SEE STRUCTURAI DRAWINGS FOR ADOITIONAL INFORMATION. D. lNSTALL SELF ADHERING FLEXIBLE FLASHING�ALL VALLEYS,HIPS AND RIDGES BEFORE INS'ALtATION OF ROOF UNDERLAY1AENi. E. INSTALL RADIANT FOIL ROOF PLYWOOD SHEATHING,iYP. KEY NOTES Q 12 x 18 GABLE VENT W/FAN AND TEMPERAiURE SENSOR �2 0'HAGEN ROOF VENTS OO °S"TILE ROOF OVER 30/ROOfING FELT.MATCH TIIE ON ADJACENT STORAGE BUILDiNG. FLOOR PLAN � � NORTH � �� : J W � � �. M E � � U �U W � U � �� d `° o � o �J O N M N .'�'N 7� �� _� 67.�,. Q O N� = x U @ LL � C N N N (n N Z p� �M M N � 0 � t a E�,T�' b/ �%,�—��'o ��/`� � � �(� � �Q �� Q w u�i y 3� U� Q V a ip o p' o �s t� v>� z n O � J�� a .�J��* c��p� � M N O Z U m O n`a � Z O Q' Z " ¢ o z f- Z � w Q a � `^ U v� w G� � 0 �_ �U W � pZ o �� W � U Z t"_ � L—Q M r c� Date/Revisions: U3-04-12 4 II V a7 m U � CA Z J d LL , � � � O � J �l. Sheet No: A-2.1 m7l11i-IlNIIF IFII ARf.H11Ff.T INf —a I .__._.__..__..._.. ,.—_.__._ ; i ; I � � I . .._ _._. __.._. ..� i _.�_ __�..__�_�_: I 13 4 5 13 iYP.. TYP. .. t g-j� I .'. . 14 14i--� "__.__'I. 1 _1 . i 20 13 13 12 __. �..�.._.. � 1 � �._ ' _ ._.i � i i ; i i i t l.--' REFLECTED CEILING PLAN � •---- -- -, r-_ � � ,_.._ ..-_.___.._ ..__..__.._ .._ � � . ,___.__.. ; k � �� I6 _ � . . . .. - te � i Q �7, . �7O 9 IS � .i —,- . �_.�.._.__. , _.____ ,-. ' TMP NORTH ELEVATION � � � // \\ � ! I i L"�t10'-6 1/2°�J - ----� - _-- ' �� (E)SIDEWALK ,_.___.__.__� �__�_.__ i , �1 FLOOR PLAN �� NOR7H WEST ELEVATION KEY NOTES _ � (F)ENTRY DOOR�YSTFI�TO REMAIN O2 (E)COLUMNS TO REMAIN � (E)WALK OFF FiAT TO REMAIN v (E)LIGHT FlXTURES TO REMAIN � (E)SPR�NK�ERS TO REMAIN � (E)CONC TO REMAIN,U.O N QQ (N)CONC.FLOOR&CURB,SEE DETAIL U (N)WALK OFF b1ATT,RECESS FLUSH W/F.F Os (N)STOREFRONT WINDOWS TO IAATCH EXISTING,9'HIGH W/(N)FOUNDATION.TEMPERED GLASS TYP. tD (N)BI-PART AUTOMATIC DOORS W/THANSOM,STANLEY 2000 DURA-GLIDE SERIES.SEE SPEC BELOW. >> (N)PHONE FOR NI,HT ENTRY,OPERASLE POfNT�+48"" A.F.F.MAk. i2 (N)EXIT SIGN t7 (N)RFCESSED LIGHTING,TYP.OF(4) i+ (E)VENT SCREED is MOTION SENSOR EACH S1DE OF DOOR.TYP.Of(2) te (E)NIGHT ENTRY PHONE TO REMAIN » (E)POWER ASSIST FOR(E}DOUBLE DOORS TO REMAIN. �e i"INSUtATED GLASS Wj LOW E COATING&SOIAR TMTING �SOUTH ELEVATIOM1.TEMPEREO GLA55 TYP. t9 BROAN SMARTSENSE INTELUGENT VENTILATION SYSTEM SSQTXE110.VENT THROUGH ROOF. � BROAN AUTOMATIC MAKE-UP Alk DAMPER WITH LINKLOGIC REL4Y.COORDINATE WITH BROAN SMARTSENSE WTELLIGENT VENTIL4TION SYSTEM(NOTE 19).INSTALL PER MfR. iNSTALtATION INSTRUCTIONS.?ATCH&REPAIR CEILING& ROOF AS REQb FOR INSTALLATION OF VENTS STANLEY 2000 DURAGLIDE NOTES _ �. CUSTOM FINISH,COLOR TO MATCH EXISTING STOREFRONT WINDOWS 2. GIAZMG Y"TEMPERED GL4SS J. Al:l;t�S I;UNiHUL UF'IIUN W(GLti,IRll,JVLLNUIU �ocNiNC svsrEM. 4. MOTIUN SENSCRS ON BOTH SIDES OF DUOR W/ 'HRESHOLD SENSOR AND DOORWAY HOLDING BEAM. 5. EMERGENCY BREAKOUT PANEL ON SUDING DOORS. � 0 SOUTH ELEVATION TMP o � ' M 0 {�w, U �.,.., p�j L � m � �� U � � � � o c� C� � � o � � J 0 � . N m � � N J� � � � -M 2'°7 Q O .,a� N � � x � U m m LL WCn N � N Z p� W. cO� M M N � O , � � � /^'�, a V �; �E-GS�` b�Y � d0 S ��J � V � n Q v ?� �s� a � w �� }�s U u C� "� o a�.., �� z O Z 2 � � �� a ��/ 5�P � �# VJ Z � O N f-o N Q`-- o �_� z W v � Jr o W� a. Q cn � W � W O � I Z Q O � F- Q °- z U � � 0 Z Z F J Z W W Q a U � U �� _ ° �Z o g Oa � a � � W� � O � O �'Q c�v LL , Dote/Revisions: 03-09-12 I Sheet No A-2. 1 2✓?012-LW�E LEU ARCHITECT!NC. 0 CJ ° E 0/30�FELT iL BACKEO JD SHFAT}NNG. JOF PINJ. ;roP/EnvE NG W/DRIP �urrER. FlNSH ��,APIACENi GE BLDG. �0 FASGA FlNISH. � ii�t u/.w�...�, �/FOIL BACKED 'LNMOOD SHFATH�NG. iEE ROOF PVN. ?K 3 NNLfR iu so�w crsou� u�e ri�e z x 2 ru�f7t 2 K 10 BARCE BOARD. PAIM FlNISH. Ef(lERIOR GRADE VLYWWD.PAkn fINISH. CEYENT PlASfER ASSEMBIY.PAiNT. TYPICAL EAVE DETAIL TYPICAL RAKE DETAIL 1 Eave.dwg i i/2"_ �'-o,. 2 Rake.dwg i �/2.._ �._o.. -�� _��_ _ � �� . , = 1 E � ttp ----- — -- --------------- -- - ----- ,t� ___ --��-- ___ -� "�7 � 11� �'�—_----- i�--- E�A.S'T ELEVATION TYP. � _ =7._��--�- --1--•-J,— r-- . _ . ;. ; . , . . ; _ _ _ �, , _, . . , . ,. ,_ .. _ . ; ' - , ._--- --- —----- -------_----__------ ----_-------- -- .� i i ! i I ' nP. (E)CURB i , { I WEST ELEVATION 117i"iL1J PLYWD.SHEATHING W/ P,AOIAPfT BARRIER VENTS IN BLOCKING �48"O.C.� ,� � o E 0 5 _._.��_, U �oe�� U � § U m "'w°s�� N N � O N p cc� A N �O �. J O N � � tr, N �N 1 �tier �� Q1 - -M N � -- � 3� �� '; +9,_� 6-P�_„T _ KEY NOTES ^ � � � i lL �% N ExPOSEO Roo�rRUSs �24°O.C.,S.S.D. � CEMENT PIASTER WALL ASSEMBLY- 3-COAT PLASTER, � m cNv 7/B'MIN.THICKNESS W/tATH 0/2 L4YERS GRADE'D' �N BUILDING FELTS.PAINT FINISH TO MATCH PAIACENT � Z p� STOR4GE BUILDING. �M 2X6 STUDS W/ � N o R_�y�JJ � 0'HAGEN ROOF VENTS.SEE ROOF PLAN A-2.1. �,�. INSULATION " 03 "5"11LE ROOF OVER 30#ROOFING FELT �. _ a � METAL GARAGE DDOR,PAINT FINISH. , �+0'-0"T.O.CURB � 12 X 18 GABLE VENT W/FAN&TEMP.SENSOk. �; — , ...,. .., ; O6 3'-Q"X 6'X8�FLUSH METAL DOOR,PNNT fINISH. ' 7 EXTERIOR LIGHT FtXTURE,S.E.D. /.�/��/,\/\/�/�/� - 0 2"WETTEO SAND 0/10 MIL VISQUINE ��\•�! 't� AIEMBRANE 0/4"NON-ANGULAR �F'��'Y\ cHUSnto rtocn�cknvt� � ,v ; � � �, � � � N� � ¢ � 3� a � SECTION ¢ W ; `z° � ° o - o ?� � „�� Z M o � �2�� '��` � ''�J�� c� N O Z U d O a` O W O Z � Q N U � O z o �, Z " O a � a Q v J ' � w W �� H �= o X , O Z o �s �-Q � o w� o U 2 F— � �Q � w'/� N vj Date/Revisions: 03-09-12 sneet Na: — - A-3. 1 m�m�-i�ur icii ar+ruinrr wr , _ -�-- T � (E)souo BU!'G OR NEADER. VERIfY s�T&—� ❑e��c'o pnn (E) 1X TRI�1 R�—(E)REVEAL N � (E)T1LE O BASE OF COLUMN. REAIOVE&REPLACE TILE AS RE�UIREO FOR INSTALlAT10N. (El CEMErtT PLASTER COLUMN. REIAOVE AND REPLACE FLASTER AS REQUIRED FOR INSFALLATION. PLYWOOD(ASSUMED) vERi�v SEALANT& BACKER ROD STOREFRONT WINDOW SILL & HEAD 4 Storefront-siil-head �"_�'-o" (N)STOREFRONT SYSIEM.MATCH (E)PROFlLE AND COLOR �MB 3"_ ��-0,� (N)STOREFRONT WINDOW SYSTEM. MATCH(E) STOREFRONT W�NDOWS PROFILE AND COIOR �"X 41�4"NET P.T WOOD POST W/ SIMPSON ABA44R POST BASE AT FOOTMG,AND BC4DR CAP AT TOP. _ � ��vn.�.rnvrvi riivi�n wl O -� � 3 � (E)CEMENT PLASTER COL.UMN o) �o � zI z � � I� > (E)TILE�BASE OF COLUMN� I �----� ;---- ----------- - _---------- __------ , _. . i - ,- _ ._ . : �I � II � � � �� i i�� / � �1/' ` i � '��:��\��u�� /\ �� '�� I� I � " �-- ��'. � I I , i i (E)COLUMN -- — i I FRAMING AS i I i OCCURS � ;, i -- -- -'r AUTOMATIC DOOR / STOREFRONT JAMB 1 Storefront-jamb-2 3.._ �._o" (E)CEMENT SEALANT& PUSTER BACKER kOD CEILING (N)AUTOMATIC SLIDING DOOR SEAIANT& t3ACiiER KQD INTERIOR EXTERIQR —�4�oWE�s�,z„ �J4 DOWELS�12° (N)CONC.SLAB, O.C.MIN.4"INTO(E) O.C.MIN.4"INTO BROOM FINISH W/ CONC.SLAB (E)EXPOSED (E)CONC.SLAB INTEG.COLOR.AL1GN AGGREGATE W/(E)FlNISH fL00R. CONC.SLAB (E)EXPOSED (�ff4 BARS� RECESSED AGGREGATE / 18"OC.E.W. WALK OFF MAT. CONC.SLAB O 4°M�N. —-- _ � _T--_ O 4'M(N. ' _ r _- " � O '> i - � . „FOOTING.S.S.O.- ---� —— ` - cE�A°� �,SE AUTOMATIC SLIDING DOOR SILL & HEAD 2 Entry door-sili--head 3"_ �'-o'� o E M � � U /' � � L a a U � ! 2 G d �m d f 5 � 'O � o � � o «.a.��.� c- �.,� � N � N � � �p�y r� � � 6e.� 'M ai r. � Q ao 0 N � � x � U � � LL �� N Z m � � rn M M N � �� p a- � _ O a �. ��-CT* b�'Y � d0 c? �"J � � v� � V � °� J � ; 4 a W �� wo U o ��, � o -a ii w V� Z F J,��J, J'� � � /7* S P �' M O N N O z U d 'o a` O Z i� O ~ U Qo z � Z � W � a � '^ U VJ W �O 7 � �U0 W � pZ o 1�..� � I W U 2 F— � �� N Date/Revisions 03-09-12 � W F-' � Z � a ai �o U � I � J F"' W � Sheet No: A-3. 1 4i20i2-LOUIE LEU ARCHITECT INC. SAWCUT ti` �� 9 �8. �✓ \ � ��,/ BEGI 3 - � DT01 �'. \ �''� DT01 �� , �\ , �\ � �-t�. �a�. a�\ o, `\\ SAWCUT �r,J p � -�\ �i/ `\ 2 \'�, � TY� � j 4 . DT01 � �05 � -� �� R�� . � � � �� i R� >% 3' SAWCUT � 1 B � \\ ---, �;� �;� � ' � \ � � \j DT01 � + � \ \ �\:_ / ^� 5 �\ �� ,` \ � 3 END �\__�' �� DTOt � \� k � DT01 � ° m � � � '�. �, � \ \ , \J�^\ i�;,� 7 � DTOt \ \ i' p � \ ��'� , �I � `6'• � SAWCUT � ��k %�'+ �� SAWCUT � � .\ \ %' � � � ,i/ :� \ �/ \ R� n/. � 0' , \ `�;� � � + \ \� � �;� � �\ �� /� � 2 BEGIN DTOt �9. 1�-�-�-�.:i �'—., _ _ � � I L � 5 ( I DT01 / 4 � � � TO �� w c � � �� DTOt — � �— ��----� � � T ' � � � i 2 N C � OTOI' �� I 18.25' � i SAWCUT � Q � I � A �� A � G � ( I w � I I ��n �I �o � (N) STORAGE B�DG 1 �`O / FF 1?3.10' � � (E)LIGHT .� I 6 POLE �� , 5� , DTOt I 1-----1 B � I I B E FIRE B IN 3 I � � HYDRANT '��` I a DT01 ' � (E WOODEN � -D �J I 2 WA�L � i _•_� I � (E)BqCKFLOW \� ^ �J T^ ' PREVENTOR -�� SAWCUT /� I.: � � I � �Ei WOODEN / r---r---- ----- 2 WALL � } �D / 5 i (E)FDC �/-/� Np 3 DTOt 0T01 � ((= PIV� Y 3 0 �; w (E)STORAGE B�DG o � ch � CALL USA AT: ° 1-800-227-2600 � �� '� ��, o a� �' m � f ! � o t`_ f `� � � � .a � o �,, . � � �:% .:�. ° AT LEAST 48 HOURS � "'`M" �N BEFORE YOU DIG! ��, � �� -r� >m 0 10' 20' 30' �- N v� 2 x U � GRAPHIC SCALE: 1" = 10' � j � � ___._",.��:. (n N TEMPORARY BENCHMARK: --� z� 1au E�EVanori=�oo.00' � �"' N� SITE GENERAL NOTES �:_ � s a 1. SITE WORK SHALL MEET OR EXCEED THE LATEST"CITY OF CUPERTINO STANDARD SPECIFICATIONS&DETAtLS" �' 2. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY �N FE R� TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS P� ��\�\ NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. �\ n 3. CONTRACTOR SHA�L PROTECT ALL PROPERTY CORNERS. �� 4. CONSTRACTOR SHALL COMPLY WITH ALL APPLICABLE GOVERNING Z W o �%�� CODES AND BE CONSTRUCTED TO SAME. � �p� 5, CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR ACTUAL � �S�_�3y�/ BUILDING DIMENSIONS. g. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS Z�M�g NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. g o��O 7, CONTRACTOR SHALL REfER TO LANDSCAPING AND IRRIGATION PLAN �� FOR TYPE OF PLANTINGS&DETAILS. � °'• W p'000�C g, ALL PARKING LOT STRIPING SHALL BE PAINTED PER DETAIL � ��O OT01 �� r+W Z �a g. PARKING LOT MARKINGS AND STRIPING SHALL BE IN ACCORDANCE '"U TO CITY OF CUPERTINO STANDARDS&SPECIFICATiONS. 7p. ALL CURBS SHALL BE INSTA�LEO PER DETAIL e UNLESS D T01 OTHERVJISE NOTED. "'° " "° �p, ALL CURB& GUTTER SHALL BE INSTALLED PER DETAIL e UNLESS DTOt OTHEftWISE NOTED. ABBREVIATiONS � AB = AGGREGATE BASE AC = ASPHALT CONCRETE (E) = EXISTING � FF = FINISH FLOOR ELEVATION PCC = PORTLAND CEMENT CONCRETE N 0 TYP = TYPICAL Z •• � { o � LEGEND a � ________ = SAWCl1T A A = TYICA�CROSS SECTIONS e � J To = 4"PCC /4"AB 4 O CONCRETE SIDEWALK DT01 7 L = 3.5" AC /8" AB 5 O ASPHALT PAVEMENT DT01 � U Q O Z . , = 4"PCC/7.5" AB 6 � " CONCRETE PAVEMENT DTO1 Z a Q � O3 = PROPOSED PARKING COUNT (%� V ui > � = PAVEMENT MARKING 11 �O � ,`�-- DT01 � � '�� U � Z � = PROPOSED STORM INLET 2 O Z � J TO W� � �.. U =F-- ° H � = PROPOSED STORM MANHO�E e �--Q N f� TO SITE NOTES: Oj EXISTING UTIUTY TO REMAIN&BE PROTECTED OEXISIING STRUCTURE TO REMAIN &PROTECTEO OEXISTING STORM DRAIN INLET �q TRANSISTION CURB FROM 6°TO 0° W 2' �ate/Revisions: Sheet No: C 1 .0 � RCLSE Ppp1ECf/q�.E16 0 5 A 4 BEGIN `� 3 '\ A �/ > A � �-� '� �E PEDESTAL 1 4 END SAWCUT � ` �%� � g A ✓� � \ �� -, - .5 � � 6 B � \ \ A � ��_� \ \ 4 END �' � 3 �1 � A � � A � , , � � � � � �-� \ ' '� ti\ 4 END ��.\� 1/ I �'' \ \ A \ \ �\ / 3 . . . �` � '� � \ \ \\'�/ � \�! � �� \ �- �� i � BEGIN 4 � � \ � � \ \ � A �� I � 3 \ \�� 6 A � \��` i�r"� \ \� - / � SAWCUT \\ \\� � � �\ � � 3 \ \\\\\ // � \ � \ \� � _ �\�� 3 � 4 BEGIN��\� �\. 8 A �� y � �.. �� i�.�� ■ • n �� ' �8 �B SAWCUT j"- --�/ � � �� ri � �� +� f i� l� I� � 21.28't '� � I � i ° ' —i ------�� I � � pv I 1 �------ �q I 4 BEGIN �I �-------� I A� U � I i� ' �� I i �� -------�. -� � _�Y J I E STORM '� r J � W PIPE �� i I I� L--- � --� �I � __�- -_� � �n �. �- - - � o ii I � � il � I t (E)�IGHT - �i �---- --_J I I B POLE �; �--- -- I �! i ' �� i I� 1 (E) FIRE ,i }-- -`---' i 8 HYDRANT�� il i- -----J i 2 iE)WOODEN II I � 1 I g WALL -�� ii � �-------� � � (E)BACKFI.OW \ �� `:'�� ' � I g PREVENTOR �� i I I� I I I t �E)_WOODEN�� iI ---�— g WALL � �� ------ � SAWCUT /�.- END 7 �1 (--E�F�DC �� • A �_, � 8 / B 8 E PIV a � 3 END 4 o A VN (E) STORAGE BLDG CALL USA AT: � 1-800-227-2600 � ^A"'_.>"�� '`�� tl � ... �. � �''>��.-� � .�. AT LEAST 48 HOURS � BEFORE YOU DIG! 0 10' 20' 30' � GRAPHIC SCALE: 1" = 10' �! f..i�d�:..:'... TEMPORARY BENCHMARK: --� TBM ELEVATION=100.00' i , � : r�ws DEMOLITION GtNERAL NOTES: � ' 1. A FULL TIME SUPERINTENOENT SHALL BE ON-SITE DURING DEMOLITION %� TO OVERSEE THE ENTIRE OPERATION AND OBSERVE SAFETY PRACTICES. �,�,,,f CONDUCT DEMOLITION TO AVOID DAMAGE TC EXISTING STRUCTURES TO � REMAIN. 2. IF EXISTING WORK TO REMAIN IS CUT, DAMAGED,OR ALTERED DURING �N iN�E� DEMOLITION CONTRACTOR SHALL REPAIR OR REPLACE-IN-KIND TO A � �� CONDITION AS GOOD AS EXISTED BEFORE CONSTRUCT70N WAS STARTED /P � n j�,� AT NO COST TO OWNER. � J �o w� _�,`t � y;UI 3. NOTIFY TNE EMGINEER AND THE OWNER A MINIMUM OF 72 HO cRS PRIOR � �'\ ,_ �$' �� i U i'n� iN i ctiriiirTivhi vF AiJ'i SER'vi�cS,�?��1�.",, �ft A�.,�.:�. j� 4. PROVIDE NOISE AND DUST ABATEMENT AS REQUIREO TO PREVENT 1 i�3i CONTAMINATION OF ADJACENT AREAS. A FULL-TIME HIGH PRESSURE WATER TRUCK SHALL BE FURNISHED TO CONTRO�ALL DUST. Z o�M� �n�a' 5. WHERE SPECIFIED,PRESERVE IN OPERATING CONDITION ALL ACTIVE ��M M W UTiLITIES AND SERVICES TRANSVERSING OR WITHIN THE PROJECT SITE. �� 6. ALL BUILDINGS AND STRUCTURES BEING DEMOLISHED SHALL BE LEFT IN �Z�� A SAFE AND STABLE CONDITION AT THE END OF EACH DAY. a.��p 7. CONTRACTOR SHALL REMOVE EXISTING TREES AND PLANT MATERIA�S o,a Z WITHIN THE LIMITS OF DEMOUTION. � U 8. CONTRACTOR SHALL REMOVE EXISTING STRIPING WITHIN THE L1MIT5 OF DEMOLITION. 9. CONTRACTOR SHALL NOT REMOVE OR DAMAGE CITY WATER METER BOXES ------ - AND ANCILLARY EQUIPMENT WCLUDING BACKFLOW PREVENTION DEVICES. 11. CONTRACTOR SHALL PROTECT EXISTING IRRIGAl10N SYSTEM. �".°9REL"AT;CNS: o E r> � 0 � U m @ U � a� o a; `0 0 c� N � O J O N M N m N � o� �� -ch Q � N � � x U � �LL C �N (n N N Z � Mrn M N� O � _ a AB = AGGREGATE BASE � AC = ASPHA�T CONCRETE „ (E) =EXISTING FF = FINiSH FLOOR ELEVATION I � I PCC = PORTLAND CEMENT CONCRETE � TYP = TYPICAL N LEGEND �� - LIMIT OF PAVEMENT REMOVAL � - LIMIT OF SIDEWALK REMOVAL -------- = SAWCUT LINE ggggggggggg,ygg = STORM DRAIN TO BE REMOVED ITEM DESCRIPTION E��-� A DEMO INSTRUCTION � a 0 � �, / o \ 0 0 Ly� 0 � (E)UTILITIES (E)WOODEN WALL (E)TREE (E)CUftB &GUTTER (E}SIDEWALK (E)PAVEMENT (E)STORM DRAIN (E)STORM DRAIN INLET (E)STORM DRA�N MANHOLE TO BE REMOVED TO REMAIN &PROTECTED 0 Z U � � d � z �L r U Q O z F z � w Q a � � U G O � O � �U '� W � QZ O �Q � W�/ � 2� c 0 f—Q � N Date/Revisions: 0 ui cn Z Q LL z � J � W � Sheet No: C2.0 � pdSE PRU�t.T Iq:E18 S�OPE(E)TRAY•_ TO tikATCH (N) SIDEWALK ELEVATiO�S�\ MAX. 5q(IF NECESSARY) TC 99.51 SW 99.61 SW 99.51 SW 99.7 TC 99.61 � ��`� SAWCUT �""' -\ TC 1 G 1C � ��%�`\ 3:t MAX SLOPE � TO MATCH E GRADES �� TC 102.28 �� TP 101.78 �� ;3 TC 102.38 ��\ TP 101.88 \� i`' �� TC 101.68 �� 2 -�� \ � \• G 100.18 �� TC 103.68 �`� rs \ �\\ TP 103.18 � SW i00.35 �\ /- TC 99.52t SW 100.27 \�,+\��i TC 100.63 � � � 93.12t ��S`� �� r TC 103.60 �� G 100.13 i � \�/ �'- TP 103.10 SW 99.11� �� TC 100.60 \�� \ ��_�'� TC 103.62 G 100.10 � t`- TP 103.12 � GC99 27t} � \\ ,r,rti TC 100.52 ,�� \\�\, � , SAWCUT � \� TC 100 49 �; �'`' 3� MAX SLOPE TC 102.26 TO MATCH E GRADES � TP 99.68 G 99.99 Tp 101.76 \• �\ \� �` /• 2 � \ Y�e TC 102.50 ..s /� TC 104.35 � � _ TP t02.Q0 �� R TP 103.85 \ � �/�� ;% T'1 � � ,/� �� i% -. � ... . \ \ . /j. \�rr .%, � � \� TP 100.71 � �� SAWCUT � � // �� /,"- � � � !% TC 101.80 '.� // \ � {` f% TP 101.30 �,i%" � T8M= 100' � � \ TC 103.25 3:1 MAX SLOPE \�f \\ ��' TP 102.75 TO MtATCH E GRADES /� � ,' � � �� \ \�. � � / � � TC 101.74t G 101.24t APPP.JXIMATE LOCATION OF�1 (E) SD MANHOLE � '_``%/ w 0 2 VIA EXPLE�DOR } � v � �n � �APPROXIMATE LJCATION OF ry � STORM DRAIN PIPE 4 % COVER = 113.51 �; 5 4 ,� IE W 106.67 TO � IE(OUT)106.47f �� f 7 / � C I� r 20 1F-12°RCP� i i � 2 `, 'C 112,32t.- � �2%SLOPE I �� .G 111.82f / 7p 113.1U 1 �� ) � � (E) STORAGE BLDG 2 TC 1;'�.25 C ��//� TO TG 1'i.75 �- -- -- �� I � 2 IE(0 iT) 107.15 T-- -- -i � -� � Y .. .. �-.- _ I I i �- . a µ-�� C �� } a FF 11 0 N�i I 2 � � � TC 112.35 �,�il fM�'I IE 106.84 7p TP 111.85 �. , I FF 11 . �� I Z I A. I�� I A __. __ I t-=--N'��,E�-+-� --�- _ ili i 2 a (N) �;ORAGE BLDG �� 92 LF-12" RCP : .-.� I FF = 1?3.30' -j`� � �0.6%SLOPE I � 1 i FF tt . I� I� 2 a B �� B FF 11'. I� I TC i 12.53 F 11 . G 112C'� �I 1 +�-.- p Ix� � TP 112.94t 2 � �� ie 107.20 ' �1 �� "\. ', ,�+� {� I I I IE 107.08 ��TC 111:68t ---^- -�,� � TP 112.66t z 6 �rTG 110.98t �� -'^ IE 107.22t t �� p SAWCUT 7P 111.31 t 2 TP 112.35t 2 Y < 3 w ' v fN � o � M CAI.L USA AT: � „°, � 1-800 227-2600 � � � .�`�`�, � � � �.� � � �,-� o a� ��, m"� r_ � � � o �: . ,�1 � � ��'.:" I� J `�. " . J �.�'' «�.. �f'i AT LEAST 48 HOURS `" �.,. � N BEFORE YOU DIG! �� N� 0 10' 20' 30' �-. -c° ��'�d,� Q�ov GRAPHIC SCA�E: 1" = 10' " N v "^�-. V m TEMPORARY BENCHMARK: ""� �°� � . � T8M ELEVATION=100.00' i. Cn N �.�..d N Z � GRADING GENERAL NOTES: W < N� 1. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING �� CONSTRUCTION IT SHA�L BE THE CONTRACTOR'S RESPONSIBILITY � TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS a NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. � 2. CONTRACTOR SHAIL PROTECT ALL PROPERTY CORNERS. �..,,_, 3. CONSTRACTOR SHA�L COMPLY WITH ALL APPLICABLE GOVERNING CODfS AND BE CONSTRUCTED 70 SAME. INEE\ r ��, 4. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS P� `�� NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. < M ��',,�i, 5. STORM DRAIN PPE BEDDING&TRENCH BACKFILL SHALL BE INSTALLED "' o"'� ��i PER DETA�L� Z ° i�� T� �_��y'`P/ ' 5193� 6. ALL STORM PIPE ENTERING STRUCTURES SHALL 8E GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. �`'� Zoo`no�0 7. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDING g�iO��? FOR ALL NATURAL AN�PAVED AREAS. ��c�r� � �U 8. CONIRACTOR SHA�L REFER TO GEOTECH REPORT REGARDING W p o�� FOUNDATION AND GRADING PREPARAl10NS. ��F°v O g. CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO �, � ANY EXISTING ITEM DURING CONSTRUCTION, SUCH AS, BUT NO?LIMITED �'? Z TO DRAINAGE, UTILITIES, PAVEMENT, SiRIPING, CURB,ETC. REPAIRS U SHALL BE EQUAL T0, OR BETTER THAN EXISTING CONDITIONS. 10. THE CONTRACTOR IS SPECIFICALLY CAUTICNED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWtJ ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND `"`""" """'°"`"'"` WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE iNr uR1ufATiGN iS Nv' ��"'„^,� �T^ �Q!oi c?r 0 8�FCLI[C CN A�3. XA R h THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVA710N TO REQUEST EXACT - FIE�D LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBLITY OF THE CONTRACTOR TO RELOCATE UTILITIES WHICH CONFLICT WITH THE � � PROP05ED IMPROVEMENTS SHOWN ON THE PLANS. 11. THE CONTRACTOR SHALL ADHERE TO ALL TERMS&CONDITIONS AS OUTLINED IN GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE � ASSOCIATED WITH CONSTRUCTIOtd ACTIVITIES. ° N Z O LEGEND � U r �,� = FLOW DIRECTION o y -- = SAWCUT a � -------- � A A � � = CROSS SECTION SEE DETAIL TO � = PROPOSED STORM INLET ( �__) O TO O = PROPOSED STORM MANHOLE 4 � ❑ To OL r U ABBREVIATIONS: z E = EXISIING SD = STORM DRAIN Q Z FS = fINISH SURFACE ELEVATION SW = SIDEWALK ELEVATION � G =GUTTER ELEVATION TBM = TEMPORARY BENCHMARK IE = INVERT ELEVATION TC = TOP OF CURB EIEVATION a I� N = NEW TG = TOP OF GRA7E ELEVATION � U ' RCP = REINFORCE CONCRETE PIPE TP = TOP OF PAVEMENT ELEVATION �� Q GRADING NOTES: �= o Oj MATCH EXISTING CURB& GUTTER ELEVATfON �/U � a OMATCH EXISTING PAVEMENT ELEVATION O� � Z � O MATCH EXISTING SIDEWALK ELEVATION W� U � 0 0 OAPPROXIMATE LOCATIONS OF(E) STORM DRAIN SYSTEM. �-Q N (� CONTRACTOR SHALL DETERMINE THE EXACT�OCATIONS& INVER7 E�EVATIONS OF THE�E) STORM DRAIN FACILITY PRIOR TO CONSTRUC110N. IF THE IELD CONDITION IS DIFFERENT FROM THE PLAN SHOWN. CONTRACTOR SHALL CONTACT THE Date/Revisions: ENGINEER IMMEDIATELY. OCONNECTION TO(E) STORM DRAIN PIPE. CONTRACTOR SHALL VERIFY THE EXACT LOCATION ON THE FIELD. IF THE FIELD CONDITION IS DIFFERENT FROM THE PLAN SHOWN, CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY. OPROVIDE(N)STORM DRAIN PIPE TO(E)iNLET EARTHWORK ESTIMATE CUT (CY) FILL (CY) 135 75 Sheet No: C3.0 � xc�raai[n No:eie � r.nc nr ni�oo � 9' � 9' I 9' i NOTES: 1. SEE STRIPING PLAN FOR TOTAL LAYOUT 2. THESE DETAILS ARE FOR REFERENCE AND DIMENSION CONTROL ONLY 3. AL�DIMENSIONS ARE TO CENTERUNE OF STRIPE STRIPE UNLESS OTHERWISE INDICATED � STANDARD PARKING DETAIL D\ TOl/ N.T.S. \� 1 ^ Y� - ` � AC �;,� ,�,_3 ;,�s7t`>�„ � `t'�'-,��-�-4 � AB ^ - _ - _- ( 3 5" AC 8" AB(CLASS 2) 95%COMPACTED SUBGRADE 5 REGIILAR DUTY ASPHALT DT01 r,.TS. HIGH PO1NT SEE � GRADING PLAN FOR DETAILS SIS�wq�K �� 38Sg / �� SLOPING CURB FROM 6' 6" TO 0" IN 2' SIDEWAIK 5y 3.85� �SLOPING CURB FROM 6" TO 0"IN 2' �CURB RAMP�2 DT01 N.T.S. SIDEWALK � 6" 1' R=7/2" � 3� . �-R��2, ASPHALT e PAVEMENT -,-�- / /' / j' i /j4 O 14"O.0 Z-k4 2 CURB DETAIL ��-- �� ,..,.�. PCC � > _�sy��- _� �.��` AB �-- - -_- - � 4" PCC 7.5" A8(C�ASS 2) 95%COMPACTED SUBGRADE s REGULAR DUTY CONCRETE DT01 N.r.s. LANDING AND RAMP / CROSS SLOPE NOT TO EXCEED 2%IN ANY D�RECTION. SIDEWALK 6' GROOVED BORDER —� MUST BE ON TNE LEVEL SURFACE AT THE TOP OF THE RAMP. (SEE 10 � D T01 NOTE:SLOPE OF THE RAMP SHALL BE 6.67%AND 8.33X TRANSI110NS FROM RAMP TO WAlKS,GUITERS,OR STREETS SHA�L BE F�USH AND i"REE OF ABRUPT CHANGES. � 46" 6 � � CURB_RAMP #3 DTOt r+.rs. N 6" 18" � CURB & GUTTER DETAIL D`� N.r.s. ��.5 � 1 � 48" MIN. 8 33� 2i MAX. � �� i ;n� � Q �y 3 '� w 0 � CROSS SLOPE NOT TO EXCEED 109e. CROSS SLOPE NOT TO EXCEED 10%. PCC f, � � �� ' ��y, � ��.t� `�%'- ' ` y .�''�-. AB 4" PCC 4" AB (CLASS 2) 95�COMPACTED SUBGRADE 4 CONCRETE SIDEWALK DT01 r+.T.s. LANDING AND RAMP CROSS SLOPE NOT TO EXCEED 2�IN ANY DIRECTION. � �� CURB RAMP 1 DT01 N.T.S. RAMP 1'-0" �-�-�" i � / \ , • �a ', ^ ` . � � a °� ^ . . °` � �< .� �; '_ c. . �n o!-j o r�,'-� �, _ � , _, �;�o � � ' �O � 1/4„ 3�4�� ''4� �I f � . � ° a , e a • a NOTE: GROOVED BORDER MUST BE ON THE LEVEL SURFACE AT THE TOP OF THE RAMP. ,o GROOVED BORDER DETAIL DTOt N.r.s �GROOVED BORDER MUST BE ON THE LEVEL SURFACE AT THE TOP OF THE RAMP. 10 � DTOt � NOTE: SLOPE OF SHADED PORTION OF THE RAMP SHALL BE BETWEEN 6.679 AND 8.33i. TRANSITIONS FROM RAMP TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. EDGE OF PAVEMENT OR FACE OF CURB 0 12" STOP BAR � �_ 8'-5" ^ � �'-a h�_a'1 �'-a" i'-s w � �.tr{ � v � Z Q u. c� a o �n O Q U a � Q o ao w �` � w � 5�i� 10„ 51�� SEE PLAN N OTE: 1. WORDS AND ARROWS FOR DRIVEWAYS SHALL BE APPLIED ACCOROING TO REQUIREMENTS AS OUTUNED IN SECTION 38 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS 2. THESE WORDS AND BAR ARE TO BE PAINTEO REFLECTIVE WHI7E. „ �STOP" PAVEMENT MARKING DTOt N.T.s. s'°".."s` . ��., �{ . i_'__. � �. � " � � Wf.. �.t �. �.../ � r� a�NE i �. ` ��b�\\ � � 'p ��a` �W �W Vj >i V I p i p U �� d \-'//c� 3!s,23�1� z�MM� gOQD�O �� Q�O M N �U�a'•J wp'0°oo� fzd'�r@(]� ��~LL l� a,w ,_, �a � U M N O Z � m "o a` � E M 0 � U � U N � U � N � O N (p 7 (' O � � 0 J O N� N � N � � � � -ch > a0 Q� N � X U �0 �LL C ry � N (n N N Z� M m N � 0 � L a � � � �� z � �L ' r U Q O Z H Z � W Q a � �/� U v! c W G O � � �_ w � � QZ O �J,_� n W � U 0 0 �Q � M N Dote/Revisions: Q Z ci � U � � � W W _ � J �- W 0 Sheet No: DT01 m xase awaccr w eie t' 2' 3� (N) STORAGE BUILDING GUTTER FINISH F1.00R� ELEVATION 3% CONCRETE PAVEMENT SEE DETAI� 6 IDTO1 . , t09, � M- a--x � � �� /i � ;�i �/, i�/ ,, //;� i j j j, / '�i / ASPNALT PAVEMENT SEE DETAIL e D T01 dV A-A 1' t' 2' (N) STORAGE � �' S' (N)STORAGE BUILDING (N) STORAGE BUILDING BUILUING SAWCUT SAWCUT GUTTER MATCH(E)ELEVATION � FINISH FLOOR FINISN FLOOR FINISH FLOOR SAWCUT ELEVATION 109, 10% ELEVATION ELEVATION M_-Ax� M� � � 6% GUTTER '� ,�%% M�A-X` I %�%/; �'i';% ;�%/ `\ �/;'� � /j ii j � � /� `—�E� PAVEMENT / ` // /�' �/'� ASPHALT FAVEMENT / `-(E) PAVEMENT � _ CONCRETE PAVEMENT SEE DETAIL 5 CONCRETE PAVEMENT J (E) PAVEMENI SEE DETAIL 6 DTO1 SEE DETAIL 6 CONCRETE PAVEMENT ASPHALT PAVEMENT SEE DETAIL SEE DETAIL 5 DTOt DTOI 6 DTOt D T01 NOTE: SEE GRADING PLAN �a��;^!�� FOR GRADING ELEVATIONS �1/�J�C'�/ ,.��.s. ^ CROSS SECTlONS TO N.rs. NEENAH UGHT DUTY GRATES R-1879-A6G FRAME TO BE ANCHORED TO •- CONCRETE PER MANUFACTURER'S T _-T._- � SPECIFICATIONS _ _ — -- _J2.o• _�-__�_; B ' E 2.00' f L.hi� i 1 1/2" ' CLEAR �?ar � '1•, �� ; > >�2" CONCRETE N0. 4�1a" O.C. ,� zQ �' CLEAR a �� p i V0. 4�10"O.C. (TYP.) h�, � �io i � I -� E.� � � I 4 ;= � CONCRETE ��= -t--'�--� -y �--�� SECTION A-A SECTION B-B 2 ST�RM Df2AIN DROP INLET DTO N.T.S. Z� �> N�U REGULAR DUTY 5 ASPHALT SEE DETA1� D701 95%COMPACTED SU9GRADE ;RUSHED ROCK BACKFILL STORA� DRAIN PIPE BEDDING AND TRENCH BACKFILL {N PAVED AREAS STORM DRAIN PIPE BEDDING 3 AND TRENCH BACKFI�L TO N.rs. AC SURFACE MANHOLE FRAME&COVER � 8,. 2" (MIN.)� • 11" (6AAX.) PRE-CAST ADJUSTMENT RINGS 12� 12" 12" } � PRE-CAST TAPERED SECTION i7 I PRE-CAST BARREL SECTION �_-�� - 2-0 2-Q�� SLOPE= 1"PER F00T MlN. SMOOTH FINISH - _ � 6° MIN ' � 1 � �. CAST IN PLACE ,'�.� '' •' ,' CONSTRUCTION :- = �N 4 TYPICAL STORM MANHOLE TO N.T.S. _ __ _ o E c� � T"`°°_'"... � �n = m ` � � N U � vi� j 6 1 O a� �s m � • � o �,�,.. v, 3 8.5' � J � 0 N M N � N SLOPE TO MATCH � PAVEMENT � � ELEVATIONS SAWCUT � MATCH Q o 8% (E) ELEVATION � `X M'-pX-_ � . U ti � :/��'/�,, /, / _ j 3 � C N � �/,��j�%;% /,,� z , • _ in� � / /�i i � .. ��_ Z cv � ASPHALT PAVEMENT �++ N o� SEE DETAIL e �� o 5 ° DTOt (E) PAVEMENT �.,;,. � a �' �.: N�INEE'� 9EC"TIC�1 a-Q �� "\n`�'� ,o�9� �i v� `o Z"'�', i,l�I o�/��, 315I�3�% M g°��u �(}��J � �U CO pp �Z�V�CJ �I-�O �w � �a .,� U RAIN PiPE � i u� � M N � �_4 i Z Q PLAN � z m 'o � d � O Z O � U � O z r z � w Q a � � U ui N � > �k � 2 ° w U � w Z o = � Q � � � U Q � o �-- Q �°n Ll1 N � /Revisions: t No: �T02 rxamc�Na aie ABBREVIATIONS GENERAL STRUCTURAL NOTES & AND F,O.C. FACE OF CONCREfE S A D SEE ARCHREC?URAL DRAMIINCS � �� O /�T F.O.S. FACE OF SiUD S.B.C. SLOPED BOTTOM CHORD A. SEE DI2AWINGS OTHER THAN STRUCTURAL FOR: TYPES OF FLOOR FINISN A.B. ANCHOR BOLT RG. FOOTING SCHED. SCHEDULE AND THEIR LOCATION,FOR DEPRESSIONS IN Ft00R SLABS.FOR OPENINGS ARCH. ARCHITECTURAi. SIM. SlIAILAR IN WALLS AND FLOORS REQUIRED BY ARCHITECTURAL,PLUMBING AND MECHANiCAL H.D. NOLD DOWN $,�, SEISMIC JOIFlT FEATURES,FOR ROADWAY PAVING,WALKS,RAMPS,STPJRS,CURBS,ETC. BLDG. BUiLDING HDG. HOT DIP GALVANIZED S.O.G SLA6-ON-GRADE BLKG. BLOCKING NDR. HEADER SPEC. SPECIFICA?lON B. HOLES AND OPENINGS THROUGH WALLS,FLOORS,ROOFS,DUCTS,P!PING B�A. BEAM HOR!Z.HORIZONTAL S�. SQUARE AND VENTIlATION SHALL BE CO-ORDINATED BY THE CONTRACTOR WHO BOT. 80?TOM �.H. JOIST HANGER S.S. STAINLESS STEEL?YPE 304 SHALL VERIFI'S2ES AND LOCATION OF SUCH HOLES OR OPEN�NGS W Q CENTER L1NE ST. STRAP T1E THE MECHANICAL,PLUMBING,AND f_LECTRICAL DRAWtNGS AND THEIR C.B. COL'JMN BASE M.B. UNfINISHED MACHME BOLTS SYA1. SYMMETRICAL S118-CONTRACTORS. C.J. CONTROL JO!NT MAX. MAXIMUM C. NO PtPES OR DUCTS SHALL BE E�ABEDDED IN WALL FOUNDATION OR SlA6 UNLESS COL COIUMN MIN. MINIMUM Tk8 TOP AND BOTTOM SPECIFICALLY DE�AILED OR APPROVED f3Y THE ENGINEER. CONT. CONTINUOUS MISC. M!SCELLANEOUS T.D. TIE DOWN T&G TONGUE AND GROOVE DE7. DETAIL ?,O.C. TOP OF CONCRE?E D. DR4WINGS AND SPECIFlCATIONS REPRESENT FINISHED STRUCTURE. DBL. DOUBLE N.S. NEAR SIDE CONTRACTOR SHAIL BE RESPONSiBLE FOR M�NS AND MEfHODS OF D.F. DOUCLAS FIR NTS. NOT TO SCALE T.P. TO?QF PtATE TyP m,�CA� CONSTRUCTION INCLUDING BUT NOT LIMITED TO SHORING AND TEMPORARY DWG. DRAWING BRACING. TNE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO O.C. ON CENTER INSURE SAFE7Y OF ALL PERSONS AND STRUCTURES AT THE SITE AND OPG. OPENING U.O.N. UNiESS OTHERWISE NOTED ' ADJACENT TO THE SITE. OBSERVATION VtSITS TO THE SITE BY THE EA. EACH OPP. OPPOSITE EL ELEVAT{ON VERT. VERTICAL ARCHITECT,ENGINEER OR BUILDING DEPT.INSPECTOR SHALL NOT RELIEVF E.W. EACH WAY p,A. PURIJN ANCHOR THE CONTRACTOR OF SUCH RES�ONSIBILIiY. EXT. EXiERIOR R p�qTE W/ WITH PLY. PLYWOOD W/C WIIHOUT E. CONTRACTOR SHALL VERIfI'ALL DIMENSIONS AND ELEVATION POIMS Af JOB SITE BEFORE F.S. FAR SIDE ?T. ?RESSURE TREATED COMMENCING WORK AN4 SHALL REPOR?ANY DISCREPANCIES TO THE FDN. �OUNDATION ARCHITECT AND ENGINEER. FIN. fINISH R.C.J. ROUGHENED CONSTRUCTION JOINT FL FLOOR REWF. REINFORCEMENT F. STRUCTURAL OMISSfONS OR CONFLICTS BEfWEEN VARIOUS ELEMENTS OF THE DRAWINGS, ' REO. REQUIRED NOTES,AND DETAILS SNALL BE BROUGH'i0 THE ATTENTION OF THE RFTR RAfTER ENGINEER AND RESOLVED BEFORE PRQCEEDING WITH THE WORK. __ _. _ ____. -_ _..__ __ .. -_ _..._------- --- -- -- - --- G. DO NOT USE SCALED DIMENSIONS; USE WRITTEN DIMENSIONS. WHERE NO DIMENSION IS PROV;DED,CONSULT THE ARCHITECT FOR CIARIFICATION BEFORE PROCEEDING WITH THE WORK. NAILING SCHEDULE (CBC TABLE 2304.9.1 j H. �F�ERTA�N F�,T�RES ARE"°, ��"°"'"�K�"��"�"�'�'"` DRAWINGS OR SPECIFICATIONS,THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE CALLED FOR T OR SHOWN. CONNECTION NAILING JI - _. ___ - - - -I . - ___ 1. Joist to sili or girder,toenail 3-8d I __ __ - _ -____ _ - ---____- 1 2. Bridging to joists,toenail each end z-Bd - _ __. _ ___ _� - ____ _ __ ___ _ 6. Sole plate to joist or blocking,face nai! 16d at 16"o.c. Sole piate to joist or blocking,at braced wall panels 3-i6d per 16" ' - __..._ .. __ --- ----_ __ . I 7. Top plaie to stud end nai! 2 ?6d I -_-._..._._- il -- -- -- ..__ - - _..._ - 8. Stud to scie plote 4 Bd,toenails or 2-20d,end nail _ _--- 9. Double studs,face nail i6d at 24"o.c. _ _ - _. _. _ ___ 10.Dou6led to lates,face nail 16d at 16'o.c. P P � Double top plates,lap splice(El(CEPT SHEAR WALLS) 8 16d _ __ 9 __ J __ _ _--- 1 i.Biockin between'oists or rafters to top plate,toenoil 3-8d _._ _ --- ___ 12.Rim joist to top plote,toenail 8d at 6`o.c. _ - ---- __ _..._... RIM JOIST TO JOIST 2 i 6d,end nail 13.Tep plates,laps and irtersections,fcce nail , 2-16d -- _ _ _. - - - - -- . 15 Ceiling�ois?to plate,toenail 3 8d _..... - --- - --- -- -__ _ 16. Continuous header to stud,tcencil <-�' -- _ -- - -- ---_ __ _ 17. Ceiling joists,laps over partitions,face nail 3-16d _. --------- _ _--- --.. 18. Ceiling joists to parallel rafters,face noil 3-16d _..---. ---._. . ___ __-- --- 19. Rafter to plate,toenail 3-8d _ _-- ----- _.__ __ ---- ----- 23. Buiit-up comer studs i6d at 24"o.c. . __ __- _---- __ -----___ _____ __ 24. Buitt-up girder and beams 20d at 32"o.c. ( at top and bottom and I staggered 2-20d at ends � and at eoch splice - ---- - _. ._ _ ___ _ 2"DECK!NG � 2-16d at each bearing FOOTNO?FS: - 'Common or box nails may be used unless otherwise noted. Use HDG nails for P.T.lumber,tyo. Nail Spec. 8d nail-(2?/2"X0.131"} 20d nail-(4"X0.192") 16d naii -(3 1/2"XO.i62") NOTES: 1. NAIL�NG PER SCHEDULE ABOVE IS TO BE USED WHERE NAILING IS NOT SPECIFIED ON PLANS OR DETAI�S. NAILING PER PL4NS AND DETA�lS SUPERSEDE NAI�ING SCHEDULE UNLESS A?PROVED BY ENGINEER. STRUCTURAL SHEET INDEX GENERAI CONSiRUCT10N A. RAFTERS SHALL BE FRAMED DIRECTLY OPPOSITE EACH OTHER AT RIDGES,VALLEYS ANL� HIPS. ALL RIDGE 60ARDS,MAIN VALLE'!AND HIP RAFTERS SHAL�BE AT LEAST 2 iN. THICK(NOMINAL)UNLESS THICKER MEMBERS ARE INDiCATED ON TNE DRAWINGS. IN NO CASE SHALL THE DEPTH BE LESS THAN THE CUT Of THE END OF THE RAFiER,(U.N.O.). 8. WHERE APPLICABLE,RAFTERS SHALL 8E NAILED TO ADJACENT PARALLEL CEILING J015T TO FORM A CONTINUOUS TIE BEfWEEN EXTERIOR WALLS,(U.N.O..WHERE CEILING JOISTS ARE NOT PARALLEL,RAFTERS SW1lL BE'IED BY A' x 4(MIN.3 CROSS?IE. THE CROSS TIES SHALL BE SPACED NOT MORE TNAN 4'-0"O.C.(U.O.N.) C. UNLESS SUPPORTED LATERALLY BY ADEQUATE FRAMING,THE MN(IMUM ALLOWABLE HEIGHT SHALL BE 14'-0"FOR 2 x 4 AND 3 x 4 STUD WALLS AND 20'-0"FOR A 2 x 6 S'UD WALL,(U.N.O.). 0. CONTftACTOR SHALL SUBMIT A CERTIFICATION OF CONFORMANCE FOR ALL GLUEO-IAMINA7ED uu+MS'v 3�'.�"�v ,�°r�Tn�nro+ A,�m rur cNr_.1NFFR,pRI�R T�ERECTION. E. BEARING WAL�S PERPENDICULAR?0 JOISTS SHALL NOT BE OFFSET FROM SUPPORTING GIR- DERS OR WAILS�AORE THAN THE JOIST DEPTH AND SHALL HAVE SOLID BLKG.BELOW, JOISTS BELOW AND PARALLEL TO BF�IRING WALLS SNALL 8E DOUBLED,(U.N.O.). F. JOISTS SHALL BE SUPPORTED U+?ERALLY 8Y SOtJD BIOCKING OR END HANGERS AT FACH END AND AT EACH SUPPORT.SOLID BLOCKING SHALL NOT BE LESS THAN 2"THICK(NOMINAL) AND THE FULL DEPTH OF THE JOISTS. G. THE ENDS OF JOISTS,BEAMS,AND GIRDERS SHALL HAVE AT LEAST 1 1/2"OF BEARING ON WOOD OR METAI.AND 3"OF BEARING ON CONCREfE OR MASONRY,(U.N.O.). H. WHEN BOLTS ARE IN USE A WASHER NOT LESS THAN A S?ANDARD CUT WASHER,OR A MEiAL p�qTE OR STRAP IN LIEU TNEREOF,SHALL BE 9E(WEEN THE WOOD AND THE BOLT HEAD AND BEiWEEN THE WOOD AND THE NUT. I. MACHINE BOLTS AND ANCHOR BOLTS SHALL CONFORM TO ASTM A307(U.N.O.). J. ALL STONE VENEER IS TO BE ANCHORED TO THE STRUCTURE PER THE REQUIREMENTS OF THE CBC SEE 1405.5 K. WOOD JOIS?S A4D FLOORS CLOSER THAN 18"OR WOOD GIRDERS AND SUPPORTS CLOSER THAN 12"TO THE GROUND SHALL BE PRFS5l1RF TREATED WOOD OR FOUNDATION GRADE REDWOOD. 2 DESIGN BASIS A. APPLICABIE CODES: CALIfORNIA BUILDING CODE(CBC),2010 EDITION B. USE THE FO��OWING DESIGN LOADS/PARAMETERS: '-5£tSMiC - - _ iVIND -- �RAVftY LaA,DS ` - PAR4METERS PARAMETERS ROOF lL FLOOR LL, . _.__ �_"--- -- - - WIND' (PSF) (FSF) � R ��S Ss S? Fa Fs Sds Sd1 11. SPEEO EXPOSURE ,__ ;.- ,-� �- -_ . ,._ . , _ ZO" ' 4D T �6-5 D ��,781 0.662 1 0 1.5 1.88&0.662 3.0, 85 B C. GEOTECHNICAL CRITERIA: TRHE�pF�OFU�NpDpA7TpIONNSS1 NDSEpSIItG�N RISE BASED ON THE T.Ei�fAfCJI55Y�CONSULTIt�G,SINCPORT BY TEL:408.227.8595 PROJECT N0.E-157-t DATED OCTOBER 10,2011 A�LOWABLE SOIL EARING FOR FCOTING 2500 psf(DL+I_L� 3200 pst(OL+�L+EQ) I 3. MATERULS 51.0 STRUCTUR4L TITLE SNEET S2.0 FOUNDATION AND ROOF FRAMING PlAN A. CONCRETE: � CONCRETE WEIGHT: 145 PCF,U.O.N. 56.0 TYPICAL WOOD FRAMING DETA�LS 2 CONCREfE AGGREGATE: 3/4'CRUSHED ROCK WITH LOW SHRINKAGE 56.1 ?YPICAL STRONG WALL FRAMING CETAILS PROPERTIES. (I.F.LIMESTONE) 3 REINFORCING STEEL ASTM A615 GRADE 40 fOR#4 OARS AND SMALLER ASTM A615 GRADE 60 FOR�5 BARS AND LARGER 4 CONCRE�E STRFNGTH:2500 psi MINIMUM AT 28 DAYS 5 ADD FIBER MESH TO GARAGE StAB. s MINIMUM CONCRETE COVER FOR REINFORCING S?EEL: SURfACES PLACED AGAINST EARTH 3� FORMED SURFACES BELOW GRADE 2� SURFACES EXPOSED TO WEATHER 2� FXTERIOR WALL AT EXTERIOR FACE 7.5" SLABS AND WALLS NOT EXPOSED TO WEATNER 1" � ROUGHEN CONSTRUCTION JOINTS TO 1/4"REUEF aa�FABRtCATCn iT2USS NOTES 8. LUMBER: 1. FRAMING SAWN WMBER- DCUGLAS F�R; 1. TRUSSES SHALL BE PREfABRICATED BY A MANUFACTURER WITH A MINIMUM OF 5 YFARS EXPERIENCE PERFORMING SIMILAR WORK. A. �OISTS AND RAFiERS: N0.2. FOR EXAMPLE 8. JOISTS,BEAMS AND COLUMNS 4"AtJD LESS IN WIDTH SHALL BE DOUGIAS WALKER LUMBER INC FIR#2,6'AND WIDER SHALL BE DOUCLAS FIR(f 1,EXCEPT WHERE TCL: 1.916.338.2121 SHOWN OTHERWISE. 2, TRUSS MANUFACTURER SHALL RETAIN A CML ENGINEER LICENSED IN C. STUDS,PIATES,BLOCKS,L,GHT FRAMING ANU MISC:N0.2 THE STATE OF CALIFORNIA TO DESIGN ANO DIRECT TNE FABRICATION D. A�L LUMBER iNCLUDING SHEATHING IN CONTACT W17H CONCREfE OR FMSONRY pND ERECTION OF THE TRUSSES. OR EX?.FOUNDATION WALLS TNAT ARE LESS?HAN 8"FROM EXPOSED GRAUE 3 pRIOR TO FABRICATION OF TRUSSES,THE FOLLOWING MATERIFL BEARINC THE TO BF PRESERVATIV�TR_EATED APPRWAL OF THE MANUFACTURER'S ENGINEER MUST BE SUBA�ITTED TO THE ARCHITECT AND ENGINEER fOR REV!EW: 2. SHEATHING: A. TWO SETS OF SHOP DRAWINGS CLFARLY DELNfATING TRUSS A. ROOF SHEATHING: 1/2 INCH APA RATED 24�0 EXPOSURE? WiTH �qYOUT 9RIDGlNG REQUIREMENTS,TRUSS GRADE MEMBER SIZES RADIANT FOIL BARRIER INCLUDING GRADE AND SPECIES OF LUMBER USED)AND B. FLOOR&EXT.DECK SHEATHING: 3/4 INCH APA RP.TED 32/16 EXPOSURE 1, � WITH TONGUE AND GROOVE ECGES,GLUE TO SUPPORTING MEMBERS. CONNECTION Dt7AILS. MiNIMUM SHEEf DIMENSION FOR PANEL SHALL BE 24".USE EkT.GLUE �OR E7('.DECK. 8. ?WO SETS OF CALCUtATIONS STAMPED BY MANUFACTURER'S C. WALL SNEATHING: 15/32 INCH C-D,INTERIOR WITH �ESIGNEOFwS PPORT�AND�MOINT CONNECTONSD ANALYSIS AND EXTERIOR GLUE. 3. GLUED-LAMINATED BEAMS: A. 24N4 FOR SIMPLE SPANS AND 24 FVS FOR 4. SU9MIT TRUSS SHOP DRAWINGS AND CALCULATIONS BFARING THE ARCHITECTS CANT�LFVERED AND CONTiNU0U5 BEAMS. AND ENGINEER OF RECORD'S REVIEW STAMP TO THE BUILDING OFFICIAL PRIOR TO TO CONSTRI;CTION FOR APPROVAL. B. INDUSTRIAL GRADE?YP. ARCHITECTURAL GRADE IF EXPOSED. C. CAMBER TO R4DIU5 OF 1600'U.N.O. 5 TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE"NATIONAL DESIGN SPECIFlCATIONS rOR W000 CONSTRUCTION"-IATEST EDITION. C. CONTRACTOR TO SUBMIT CERTIFICATE TO BUILDING DEPARTMENT. 6. TRUSSES SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING MINIMUM E. EXPOSED GLU-LAM SHALL BE PRESSURF TREATEG WITH EXTERIOR GLUE �JNIFORM LOADS : 4. MICROLAM(ML)BEAMS ARE TO BE THE SIZE SHOWN ON PLANS AND TO BE ROOF DEAD LOAD: 26 PSF (20 PSF APPUED TO T0�CHORD AryU 6 PSF APPLIED TO BOTTOM CHORD) MANUFACTURED BY?RUS JOIST CORP. MICROtAM BEAMS SHALL NAVE THE RCOF LIVE LOAD: 20 PSF (REDUCIBLE PER UBCj FOLLOWING ALLOWABI_[MAXIMUM DESICN STRESSES: F = 1,900,000 PSI ADD IATERAL LOAD FOR COLLECTOR TRUSS PER?IANS Fb = 2,500 PSI Fv = 285 PSI 7 IIMiT DEAD PLUS LIVE LOAD DEFLECTION TO L/240 AND UMIT LIVE LOAD DEFLECTION TO L/360.WHERE"L"IS TH[CLEARSPAN OF TRUSS. 5. PARALLAM BEAMS(PSL) ARE TO BE THE SIZE SHOWN ON P1ANS AND TO BE B WHERE DE4D LOAD DEFLECTION IS GREATER THAN 3/B-in., PROVIDE MANUFACTURED BY TRUS JOIST CORP.PARALLAM BEAMS SHALL HAVE THE CAMBER EQUAL TO 1.SX DFAO LOAD DEFLECTION. FOLLOWING ALIOWABLE DESIGN STRESSES: E = 2,OOOA00 PSI 9. COMRACTOR SHALL INSTALL TRUSS BR�DGING NOT SHOWN ON STRUCTURAL Fb = 2,900 PSI DRAWINGS PER TNE TRUSS MANUFACTURER'S REOUIRENiEN?S. F� = 290 PSI 10. SEE ARCHITECTURAL DRAWINGS FOR DIMENSfONS DETAILS AND TRUSS 6. TIMBERSTRAND BEAMS(LS-_) ARE TO BE THE SIZE SHOWN ON PLANS AND TO BE pROFILES NO7 SHOWN ON STRUCTURAL DRAWINGS. MANUFACTURED BY TRUS JOIST CORP.TIMBERSTRAND BEAMS SHAL�HAVE THE 11. CONTRACTOR TC COORDINATE MECHANiCAL SYSTEMS WITH MANUfACTURER FOLLOWING ALLOWABLE DESIGN STRESSES: pRiOR TO FABRICATION OF TRUSSES.SEE DRAWINGS OTHER THAN [ = 1,550,000 PSI STRUCTURAL FOR THESE SYSTEMS. Fb = 2,325 PSI Fv = 310 PSI 12. SHEAR TRANSFER THUSSES ARE TO BE LOCATED DIRECTLY OVER OR IN LINE WITH ALL PARALLEL EXTERIOR WALLS AN4 INTERIOR SHEAR WALLS. SHE4R 7. FRAMING HARDWARF.: AS MANUFACTURED BY SIMPSON C0. TRANSFER TRUSSES ARE TO BE DESIGNED TO RESIST 200(UNO.)PLF.OF OR APPROVED EQUAL. SIMPSON DESIGNATIONS USED,USE SIMPSON"Z-MAX HORIZONTAL FORCE APPLIED TO 7HE FUIL LENGTH OF THE?OP CHORD. TRIPLE ZINC COATING"TYPE HARDWARE FOR P.T,MEMBERS,TYP. THE ACCUMULATED FORCE IS?0 BE TRANSFERED FROM THE TOP CHORD TO THE BO?fOM�41EMBER QF THE TRUSS SO AS i0 TRANSFER THE EN7IRE FORCE TO THE SHEAR WALL BELOW.SEE FRAMING PIAN FOR THE LOCATION T BE TRA NSFERED R 0 TH TOTAL FO CF 8. NAILS: COMMON WIRE GACE U.N.O. NAILING TO CONFORM AND LENGTH OF THE SHEAR WALL. E TO CBC TABLE 2304.9.1 U.N.O.USE HDG OR S.S.NAILS FOR P.T.LUMBER, IS E�UAL TO 2�0(UN0.1 PLF x ENTIRE LEN6TH OF THE TRUSS. lYp..ELEC1f20-I'IAitU GiNC I;UAieu IvAi�S Mi+i iv"v'oC�5��A.,.,..,.� .�`- FOR HDG NAI'�S,TYF. 9. BOLTS: ASTM A307. PROVIDE WASHER UNDER HFADS AND NUTS. 10. PROVIDE LATERAL SUPPORT FOR BEAMS,JOISTS AND RAFTERS?ER CBC SECTiON 2506(H). 11. LAG SCREWS PER ANSi/ASME STANDARD 918.2.? PROVIDE LEAD HOLE SAME DIAMETER AND DEPTN AS SHANK AND THEN DRILL HOLE 60%-70%OF SHANK DIAMEfER FOR THREADED PORTIONS. 12. HOLDDOWNS:AS MANUFACTURED BY S!MPSON C0. 13. PRESSURE TREATED LUMBER: A. PRESSURE TREATED O.F.SNALL BE AWFB STAMPED.AMMONiACAL COPPER QUA?(ACG)OR COPPER BORON AZOLE(CBA) TRFATED AWPA S?ANDARD C2,MWIMUM A/10"PENEfRATION INCISED.CCn(CHROMATED COPPER ARSENATE)TREA?ED WOOD IS N�T PERM!?TED,'YP. B. ALL PRESERVATNE TREATED LUMBER SHALL BE FIELD-APPLIED WITH PRESERVATIVE WHERE CUT AND DRILLED ON SITE WfTH COPPER NATHENATE(2%COPPER AS MEfAL). C. USE HOT DIP(SIMPSON"Z-MAX TRIPLE ZINC COATING°'TYP.) CALVANIZED HPRDWARE,IE.BOLTS,NAIL,ETC. �OR ALL ATTACHMENT TO P.T.MEMEiERS. C. M�SC. t. EX?ANSION ANCHORS SHALL BE SI�APSON STRONG BOL? MANUFACTURED BY SIMPSON S?RONG TIES(ICC-ESR 1771) 13. PROVIDE H2.SA CLIP AT EA.END OF TRUSS?0 PIATE.PROUIDE H2.SA EA SIDE AT G.T 14. ROOF TRUSSES ARE TO BE DESIGNED TO SUPPORT FURNACES,AS OCCURS, SEE ARCHITECTURAL DRAW�NGS. TRUSS CONFIGURATION TO COMPLY WITH BLD'G.DEPT.CLEARANCES. I F(:«IQ: G.T=GIRDER TRUSS C.G.T=COLLECTOR G.T H.T=HIP TRUSS M.T=MONO TRUSS JT=JACK TRUSS R.T=ROOF TRUSS S.T=SCISSOR TRUSS C.T=COLLECTOR TRUSS 2. EPO)(Y SHALL BE SIMPSON SEi-XP(ICC-ESR jj2508) MANUFACTURED 8Y S'IMPSON S?RONG 11ES OR HI�TI HIT-RE 500-SC(ICC-ESR#2322) 4, TF5TING,SPECIAL INSPECTIONS, NND SfRUCTURAL OBSERVATION A. THE FOLLOWING WORK IS REQUIRED IF MARKED TO 8E TESTED,SPECIAL INSPECTED,OR STRUCTURALLY OBSERVED PER UBC CHAPTER 17 REOUIREMENTS. TESTING SHALL BE 1AADE IN ACCORDANCE WITH THE CURRENT CODF BY AN APPROVED SPECIAL TESTING�8,SPECIAL INSPEC?OR,AND OR BY A CALIFORNIA LICENSED PROPESSIONAL ENGINEER RE'AINED 8Y THE OWNER. iTEM TO BE PROVIDED If MARKED _ _ -- _ SPECIAL ENGINEtRS ACTI"�tY TESTING INSPECTiO� OBSERVA?ION _ __ _ _.._ ,. - REBAR AND CONCRE?E REINFORCEME�IT��) X __-- _ -* - - - - `. SHEAR WALI NAILING . �) Y ' AND HARDWARE �� _, �� TIE-DOWN INSTALLATION {� X __ EPDXY HOLCOWN ANCHOR TO(E)�� FOOTNOTES: (1) ENGiNEERING OBSERUATION SHALL BE DONE BY ENGINEER OF RECORD. (2) A LEfTER 8Y ENGINEER OF RECORD OR CI1Y APPROVED SPECIAL INSPECTiON AGENCY iNSPECTiNG?HE�NSTA_.LATiON GF EPDXY ANCHOR OF HOIDOWN SHOULD HE SUBM!?TED TO THE CI^('S �NSPECTCR OURING THE COURSE OF FOUNDATION INSPECTION 90' a ? Z -� � 4d. 2-1/2 MIN. � o,_ p , _ ,- 180' � p D � D � V m'- W � STANDARD BEND DIAMEfER � NOTES: � i. HOOK LENGTHS ARE MINIMUMS. LONGER NOOKS SHALL BAR SIZE DIAM. (D) BE PROVlDFD WHERE DEiAILED ON DRAWINGS. #3 2-��4„ Z. BAR STIRRUP AND TIE CONf�iGURAT10N SHALL BE AS � SNOWN ON DRAWINGS. �j4 3" ..gd. 3"Mlk.-�---- 10d.... �'1/ �5 3-3�4 LL 135''- ` - 90" � . . �6 4-1/2" , �7 5-t/4" R R }�B g^ � d �9 9-t/2.. w jf 10 10-3/4" � d d �11 12" R R #14 18-1/4„ � R = 2d FOR #�g 24" � �3, �4& �5 1 STAtdDAi� RE�'ORC�VG STEEL HOOKS O O �, CONC. f'c.- 2500 PSI REQ'D. lAP SPLICE EMBEDMENT BAR �2� _.. - -90'HOOK SIZE TOP OTHER TOP OTHER' EMBED � _._- ,- EiARS BARS ' BARS BARS '�,qp SPL!CE -- - --.__-_J #3 21 16 16 t2 �3 1/2 __ . ,---- -- _. _-- - _ #4 28 21 21 16 18 IAP SP�ICE ----_. __-----_.______,. _____ _ _ �j5 51 39 39 30 15 . _ _ _ _ #6 62 47 47 36 18 g - --- ___ _. _. - _ _ #7 90 69 69 53 2� -- 1 --- • -_ _ _ _ #8 102 78 78 60 24 -- _ --- OFFSET #5 115 . 88 " 88 68 27 �TES: 1 SPLICE AND EMBEDMENT LENGTHS RRE INCHES. SPLICE ARE CLASS "B" 2.TOP BARS REFER TO HORIZON?AL WITH MORE THAN 12°CONCREiE P:ACED BELOW DURING A POUR . 3.WHERE REQUIRED EMBEDMENT IN MAIN BARS CANNOT BE OBTAINED WITH STRAiGHT BARS PROVIDE 90'HOOK EOUALING LENGTrf SHOWN BELOW (U.O.N. ON DEfAILS) 2 � RE�ORCWG STEEL OFFSET 8� LAP SPLICE 24"Tl'P. 24"MIN__f SEE 2/-____ __ _ :,-_`-�-=-•r4�-T= , - � - v_ -- � AT WAL�S, �j3 SPREADERS ^_- - AT 4'-0"o.c. EACH WAX--, � � WITH 6"HOOK AT ENDS ' . � � , � � ., a ' .,, -` ' N- NOTES: y 24"TYP._ SPLICE HORIZONTAL REINFORCING BARS,WNERE REQ'D, USING i0P BAR"LAP SPLICES, SEE SCHEDULE 2/- 3 REWF. AT FOOTNVG INTERSECTION PRE-FAB. MT�. OR----., BUILT-UP WOOD KEYED JOINT TOOL JOINT IN SLAB TO REMAIN EXPOSED #4x48"S.S. DOWEL-- Z AT MID-DEPTH AT 18"O.C. ,TYP. SlAB REINF. W g ' SEE FDN. PLAN MOISTOP VAPOR N a REfARDER _ BARRIER ` �' . PROVIDE 6" ' ` . LAP,T"P. � -�-,_,.r.�..<-r ��:� --"t' ,_ .dT'_.�3'r�,�.,�,� 'r'_'�''�' .�_.__1 BAS[MATERIA�, - SEE FDN. PLAN SI AB CONSTRUCTION JOINT 0 MOISTOP VAPOR � V ppRDER 3/4" DEEP SAWCUT W g BARRIER / � - N�a -.., ., ,- "Z,7 T'�",t^ r%' .,vt ��=.�. -...._ .__.. �I-r�✓:�':_.-5�.�..�� _:�`.'�dr.,f;.}.Y�S.'�s Si AB CONSTRUCTION JOINT TI -_-'"""- �~' J Z�M M� O g°�� UCO^iU coao� �z°°cU v�~LLO r'W � �a U o E M O � rn` m � U � d o m `° o N � O J 0 N� N � N � � �� M Q o N� � x U �4 Ya � (n N N Z m c�+�� N� 0 � t a �� Z �� 'jj Z � �W ` Z � N O o � z � U a � �O y a` � � O Z O Z � Q�/� vJ G O �Z �U O Z W� �� Q U � w � � z J � L1! Z W � Ld�l�vklorr+ °J+rt Fb� S1 .0 ps011-LOIIiC L!L ARl.NI'f�GT ING. RCISE VftOJECT M6 816 i Fr.�"n. X -DETAIL NUM9ER ^K x.x h-'NuMOt 5 S Et� � BUILTL-UP FLOOR AT Ft�00R PLAN AND CAUFORNIA FRAMING T A. ROOF PIAN DRQP°ED FLOOR FRAMING OR �'- SLA9 DEPRESSION ON FOUNDATION PLAN H�� USE TYPICAL HEADER?ER SCHEDULE 5/56.0 U.O.N. SIZE ON PLAN SUPERSEEDS SCHEDULE CEIUNG BEAM - OR B�M BELOW �-FRAMING MEM6ER t. ♦ � �DIAGRAMMATiC EXTENT Of FRAMING C J L HANGER PER � SCHEDULE STRAP HORIZONTAL COLLECTOR �STRAP SEE DETAIi 15/56.0 CEN7ER OF STRAP _HD INDICAT�HOLD DOWN U.O.N, • SEE DEiAI�13/S6.1 POST ABOVE l�.'i cµc`o yy,yl C[�H�IL NUTES• 6a.IF EXISTING MUDSILL IS 2x P.T.D.F.,REDUCED A.B.'S 'CS'�'GAISi�-_�GL�FIC�TION_ SPACING 8Y HALF(1/2)AS SHOWN ON SHEAR WALL - w��wc a¢scatws aT sat aa?c(�o) ANCHOR BOL?(4) SHEAR C IP ALLOWABLE 1. USE 10d SHORTS(2-1/8'l-ONG)COMMON WiRE yiE,vc w�u rtrwoonwau.uuur+c, AT�200F�10 SH�AR_ : SCHEDULE W/3�SQ.x 0.229�THK.WASHER PLATE . S?RAP LENGTH CLARIFICATION EXAMPLE: CS14/ 16' (AT EACH FND) sNea.ua�K?HKr+ESS�m cowoa�_5N�cuP oR sca��►'s AT r�ooR(�o)_ N LS U.O.N. a� RE - �j2'coxR'o.c E.r+ ��T�o.c oa RBC AT 16 O.C. 310 P�F 2 --NUMBER SHOWN IN SYMBOL REPRESENTS 7. SEE DETAIL 13/56.0 FOR AC�fTIONAI SHEAR WALL _ � ,s AT,z•o.c � o°o.c. . (=) i2'O.c FN'��r4 � - 5/B'0 AT 4 OR LTPS AT 24"0 C PLYWOOD PANEL EDGE NAILING IN INCHES. FRAMING INFOR�IATION. 6 __ _ - . ....AT 24'O.C. _ ......... . ..._ ... ___ W�� oa�m , HOLDO 5 AT 16 _ -- H�TO S?RA?!DENTIFICATION,SEE SIM?SON i O � ' ':R v C DENOTES DOUBLE SHFAR WALL g, NAIL SHEAR MA�ERiA�TO ALL POSTS ATTAC E � _-_ �BC A� - i aT e'oc - PLF � i�:4 z 460 o.c EN sos - TH SIDES. AILING. CATALOG FOR ADDITIONAL INFO. I 4 (2)(6) 1/2 CD%4 / I S�B"0 AI 2' 8°O.C. ,. W�TH PLYWOOD 0�BO � 0�� 2 oc F.r+�s�T it'oa��as r,T ie'o.c., , _ OR LTPS AT 16"0.... ___ OR STRAPS WITH STAGGER EDGE N '- ENGTH Ai EACH END (z)(e) +/z'cox3'o.c cr+ sus�i.4 i z nr e'oc T RBC P.T 8"O.C. 3. USE 4x OR 3 1/2 LSL CON?RIM OR BLKG g, DO NOT OVERDRNE NAILS INTO PLYWOOD.IF NAIL GUN iS REOUIR�D END L ,( }�- / / 5/8"s A t'-9"O.C. 600 PLF � 3 .i2�o.c Fr+,,�s ar_a'oR�1rs�T tz'o.c.. _._ _ _ _;ORrLTPS AT 12"O.C, ____; 4. SEE DEiAIL 8/56.0 fOR ANCNOR BOLT US`D,GUN SHOULD BE HDNUSTDRIV N SO��DRIVEENAIEAD OF SEE SIA�PSON CATALOG OR TOTAL CUT O(�)____ � „ RB.,AT 6 O.C. ��p pLF AND SILL DE?AIL. LENGTH REQUiREMENTS.FiLL ALL HOL"cS, �2)(e) �/2'cox2'o.c E.r+ 5os i/4.t t 2 nr+ o.c 5�8^m A? 1'-6 O.C. TH�N NAILS ARE TO BE A D T r r TN FACE 0 F .HE PLYWOOD. r H WITH E LOCATED WITHIN THE END LENGTH OO_ , a35 Rr e'oR��'"'9'o.c, ;OR LTPS A,_9"O,C,. -� 5. SOLE PLATE NAILING/SCREWS/SHFAR CLIPS AT FLOOR/R00, HE NAIL IS FLUS 12'O.0 FN --- . RBC AT 8"O.C. SPEC!FIED WI?H SIMPSON tOd(0.148z3") (z)(6j+/z'coXS o.c cr+ sos�La■4 iJ2�t 6'oc __ 5/8"0 A? i'-9"O.C.OR LTPS AT 12"0_C. 620 PLF SF+ALL BE SPACED PER SCHEDULE AT SHEAR WAi_L �p,FOLLOW MANUFACiURER'S INSTALLATION REOUIREMENTS. � 6D .Fq SiDE 12 O.0 F N AJS AT 8 OR L1P5 AT 12 0 C.. . . . INKER 0.148x3 1 4 NAILS, �� - T 4• �, �RBC aT it`O.0 FA Si�E g 0 PLF BELOW AS SHOWN ON DEfAIL 6A,6B AND 6C/56.0 i7p5 G MAX- USE 14-8d(0.131"d�ax7 1/2") OR 16d S ( / ) �2)(aj`i%z'c�z�'o.c E.N _sos i/4.+�/z n , o INCLUDING TRIANGUTAR HOLES. O 5/8"A AT 1'-3"O.C. 2 } �EA S��E 12'O.0 F.N a�s n?s'o.c oa�rns nT e'o.c..,_ _sinGCER oR�TPS AT a' . ____._-., 6. FRAMING MEMBER SHA�L BE 3x OR WIDER AND NAILS A35 -USE?2-8d(0.13?°dioxt 1/2") USE � ()� DGES _ "i xt 1 2 r ANEL E t - 148 d a 7 J ININ P 2 ,Od 0 � � RE�A. AD 0 G USE N A S.AGGE RBC � , n.cm� SHALL E3E . - - ;a�i s�e oc % PLF _ . _ i " , ^ 1 00 I ONTAL S7RAP 3D(s)Ce)'i/2 CDY3 o.c•n z a�sos/_.._ 2 _._ 5/8 0 AT t-0 0 C }�p�p�pp�p yERTICA(,g7Rpp$CNEpUI.E AT HORZ O�3)_ u s��i2'o.c F.0 ass nr.ie'oc u+o�Tas�T e'.o.c.._ _ - --- 3x P.T.D.F.MUDSILL A�FOUNDATION FOR SHEAR WALI. SDS - 1/4°SOSx4 1/2 AT SILL PLATE TO BLKG - -- -- ., - _ __ __ _ _ STRAP END NAiLING REQ'D NAIL ALLOW M ALTERNATE TYPICAL (z7(6) ijYCOY2"o.c�r+ 2-?��'i'•'!1�"T''0C�"'�`:5/8"m AT 8"O.0 NJA 1540 PLF yy�3�SQ.x 0.229�THK.WASHER PtATE t/4"SDSx6 AT DBL PLATE TO BLKG REFERENCE �i'L__Fn soE ts'o.c F.w w�s Ar a'o.c,wo�Tas nT e'o.c._ _ 1YPE LENGTH A?EA.CH 'SPACING TENS;ON R STRAP W/ -- - .. K 16d NAIL DETluLS �lINUdUM END LENGTH , _ CS14 t6° 13-10d 2" 2490� A 1dST48 , A??ACHED TOP PI1+TE __ CMST14 30' 33-16d 1 3/4' 6qg� B �d5T60 �5/56.0 SPLICE W/CS14/16 � CMST14 24" 26 16d ?3/4' 4980 B MS"60 , 6/56.1 TYP.,SEE� _.._ __, CAiST12 33, 36-i6d 1 3/4' 78D0� C -- D - 56.0 CMST12 38 42_-16d �3/4" 9215�_ E _ --_--,--- _ _ - TYPI � ROOF PLYWOOD: __ -- -- ---__ NOTES: 1.STRAP MAY BE INSTALLED OYER PLYWOOD. ROOF PLYWOOD: ?/2"CDX PLYWD.(OR APA . 13 RATED 32/16 SHTHG.),NAIL WITH 8d COMMO'J --" 56.1 2.EDGE NAIL PLYWOOD?0 STRAPPED POST(FULL HT) AT 6"o.c.EDGE AND 12"o.c.FIELD(APPLY AT.-'" OR JOIST/BEAM(fULL LENGTH) RT.ANGLES TO TRUSSES OR RAFTE&5�_ _ _---- 3.16d=0.162x3 1/2� _ -- _ . - - --- - - . - - - _ . 10d=0.14Az3"OR USE , , -_ --T �. __ . .,� - a" _. ' - __ F_�__ . _ „� �`_ "",, . i i ,E ;.:: i i6d SINKER(0.162x3 1/,) :�---'B W p } ,_ �. , �•�};.; �:_..,,.. � , b. } �, i t �.1- . _- . , . i' . . POST 2ELOW SHEAR WALL ABOVE FLOOR FRAMING SEE ' DETAiLS 6/56.0 AND 13/56.0 FOR � SCHEDULE AN�0?HER REOUIREIAENTS.IN \/ ADDITION TO THE SPECIFIC LOCATIONS SHOWN ON THE P�ANS,ALL THE EXTERIOR WALLS SHALL BE SHEATHED WITH PLY- WOOG INCLUDING ABOVE AND BEI.OW ALL WALL OPENiNGS,AND GABLE WAILS.NAIL PER MARK 6 ON DETAIL 6/S6.0 STR4PPED SHEAR WALL ABOVE FLOOR �-- -�- FRAMING.SEE DETAILS 6/56.0, `�, (#j 13/S6.0 AND 17/S6.0 FOR NAILING U �� SCHEDULE AND OTHER REQUIREMENTS. SNEAR WALL BELOW FLOORjR00f FRAMING SEE FLOOR PtAN BELOW FOR NAIUNG ;Nf'ORMATION - � DENO?FS WALLS ABObE FLOOR FRAMING FOUNDATION NOTES: 1. ALL ANCHOR B01 TS NOT SHOWN ARE TC BE 5/8°DIA.x 10" A307 ANCNOR BOIT AT 4'-0"o.c.SEE PLAN AND S.W.S FOR SPECIAL ANCHOR BOLT W/ 3"x 3"x 0.229"WASHER PLATE REFERENCE AT SHEAR WALLS. 2. ALL HOLDOWNS SHOWN�N THIS PLAN TO BE CONNECTED FROM PGST iN 1 ST.FLGOR WALL TO FOOTING BELOW(UNO) AND TO BE INSTALLED PER SIIAPSON C0.SPECIFICATIONS. 3. ALL!NTERIOR r00T.�NG LOCATIONS NOT DIMENSIONED SHALL BE EaUALLY SPACED BEiWEEN DIMENSIONED f00TINGS ANC/OR?HE PERlM�ER FOUNDATION. 4. ST{TCH NAIL ALL DOUBLE OR TRIPLE MEMBERS W/16d�4"o.c., STAGGEftED(IYP.). 5. SEE DETAIL SHEEfS FOR ADDI?IONAL NOTES ANO UETAILS. Qj�y�NG NOTES: t. PROVIDE A?_-2x POST BELOW ALL BEAM ENDS UNLESS A LARGER POST IS SPEGFIEC. 2. NAiI ROOF/FLOOR PLYWOOD W/EDGE NAILING TO ALI.fR1EZE BLOCKING AT EXTERIOR WALLS AND RAFTERS/FLOOR JSTS/ TRUSSES IN LNE WITH EXTERIOR WALLS OR INTERIOR SHEAR WAL�S 3, EXTEND ALL ROOF PLYWOOD BELOW CALIF.FRAMED AREAS AND EDGE NAIL TO BEAM OR PERIMETER WALL BLOCKING. 4. NAIL SHEAR MATER!AL WITH STAGGER EDGE NAILING TO ALL POSTS A?TACHED TO HOLDOWN ANCHORS OR STRAPS. 5. AT ALL POSTS,PROV�DE A POST OF IDENTlCAI SIZE(UNLESS A LARGER!S SPECIFIED IN FLOOR AND WALLS BELOW. 6. LOCATE ALL FL'JSH BtAMS DIRECTLY BF.LOW BEARING WALL OR ?OST IN FLDOF A90VE. 7. NAIL ROOF/FLOOR PLYWOOD WiTN EDGE NAILING TO ALL FLUSH BFAMS,J015?S Oft BLOCKING iN LINE WITH OR OVER EXTERIOR WA�LS OR SHEAR WALI.S. B. ALL EXTERIOR PORCH POS?'S ARE TO BE SUPPORTED ON A RAISED CONCREfE CURB.SEE FOUNDAT{ON DRAWINGS AND ARCHI7ECTURAL DRAWINGS(BY OTNERS)f"OR MORE INFORMATION. 9. PROVIDE SOLID 2x BLOCKING OETWEEN RAF?ERS/FLOOR JSTS/TRUSSES OVER A�L BEARING WALLS AND 8EAM5.ATTACH TO BFAM OR WALL BELOW WITH 3-16d PER BIOCK,UNO.EDGE NAIL PLYWD.?0 BLOCKING. 10. SEE DETAIL SHEEfS FOR ADDITIONAL NOTES AND DE�AILS. ?1. DO NOT OVERQRIVE NAILS INTO PLYWOOD.IF NAIL GUN IS USED. GUN SHOULD BE ACJUSTED TO UhDERDRIVE NA1L,THEN NAIIS ARE TO BE H,4ND DRNEN SO 7HAT THE HFAD Of TNE NAIL IS FLUSN WITH?HE FACE OF THE PLYWOOD. 12. AT NAILED CONNECTIONS,CARE!S TO BE TAKEN DURING CONSTRUCTION TO ENSURE THAT SPUTfING OF WOOD DOES NOT OCCUR. ANY SPLIT MEMBERS SHALL BE REMOVED ANO REPLACED,USING A METHOD OF ATiACHiNG THE SPECIFIED CONNECTORS IN A WAY TO PREVENT SPLITTING. 13. ALL SPECIFlED BLOCKING IS TO BE INS?ALLED"TIGHT"BETWEEN ADJACENT MEMBERS. 14. WALL,WINDOW,DOOR AND OPENING LOCATIONS SHOWN ON TH!5 PLAN ARE FQR REFERENCE:ONLY.SEE ARCHITECTURAL PLANS FOR ALL DIMENSIONS AND EXACT LOCATIONS. 15. ALL HATCHED AREAS SHOWN ON FRAMING PLANS BELOW INDICATE CALIFORNIA�'RAMING W/2x6 AT 24"o.c. SUPPORT RIDGE,HIP AND VALLEYS W/KICKER AT 48"o.c.TO RAfTER BELOW(TYP.UNO.) E.N.(STAGGER) --2x4 BLK'G 2X g�K'G TOP CHORD OF TRUSS MANUF. TRUSS r \` -j HIP CONDITI�y _RIDC�_CONpITiON 1 _ 3/4°=1'-0" FOOTING REINF. 30'DIA REINF.TO MATCH f nP FOOTING REINF. (24 MIN.) SIZE AND SPACING �- ,, . �� FOOTING RFINF.-' i'-0" 2'_0" , `MIN.' MIN. 2 TYPICAL STEPPED FOOTIPIG _ _ 3/4"=1'-0., s, , ; ' , ;{ _.� � 19 t 9 , -,-_. S 6.1 , 56.1 , . _ - - - --. �- --- --- , � � ._ � _� , _ . _ . ._ __ , _.___ _ , . _. ._ N'o � ,. , � __ � --� . . . . . ��o..._� .- .._.._ ,. ��. � �. ±��<' i _._ ._ - �--- F . '. , .. . l�.l N �.. , , . . � �. ., ' �.� . .�. �� '�, �', '�� . �''�.a . '�. ��. ��'. . � ��, �. , , � , , ,:�.- , ,5-7 A 7t 7$LSL v__ ,�"}, l �� . _. . , _ ; , , �" �: __ . _ - - - -- - 1�{N�SIH , , y_. _ __. _ __ _ _ _ ._ y,,� _v,._ -- . -- ' `CS1� _"" - - �_ ...,- ' . .... �.....-.�a�._. . .- "_. AI' VERTICAL STRAP �BM TO POSi BM--IQ_POST �S _ S6:1._. _ _ ATTACHED TOP PLATE SPLICE W/C514/16 11'P.,SEE� 56.0 ROOF FRAMWG PLAN 7�4"=1-0' ^ � � .,. ----- ---- ... .. � ;�_....._- .--�sw _.ftw._�� - - - 1 + '- -- - --�-----------------------� �------ ----- � �- ------- - i � � i _� °6 I � � ( s I I � � � - -CONTROL JOINTS { 4 � +� .STEPPED�G SEE 4 � I � 56.1 I" I SE ` 51.0 I' ' � ', 5"SLAB-ON-GR4DE W/ S-�' S �''L--tS (�4 AT 18"O.C.EA.WAY __.------.--1- _..__._ ._ l _ __ _ -- _ _ __. ___ ____ ,._AT-CENTEH-DF SCA� _- - -_._. I + I OVER 4"CLEAN CRUSH �. _j � ';., � GRAVEL I � ' � ' � � � � a� � + 04 � r ' I �. N�N �'. '' HDU2 ---SEE 2/-FOR STEPPED FfG S � � , ;4x6 I �'�HDU2 HDU2 I 4x6_ 4x6, ,�� _ � � POST POST -T,POST � � l._ - �----------- J €`f L---_ - -- --- -_' _.-_ �- __ '__ � ------ ____ ,- : _ _ - - .' _ , � __.. _ - � • .. _ _ ; - -- , -----�.. + �_r. --- --------- -�------------ ---------- ------------ - W x-6 SW2 x8- SW SW SSTB28 SS?828 HDU2 HDU2 SSTB28 SS?B28 __ 6 6 _� S ,--- S 6.1 56.1 S6.1 AT SIMPSON AT SIMPSON STRONG WALL STRONG WALL SINGLE GARAGE SINGLE GARAGE PORTAL PORTAL FOUNDATfON PLAN 1/4"=1'-0'. TYPICAL DETAILS. _ _ _ fR4lA;NG CONDITION DE(AIL N0. -- __ _ - 3 56.0 � P�11N000 SHEATHING LAYOUT � _. _ . _ . T 4 56.0 N � 2 TOP PLATE SPLICE CONNEC�10 _ 3 TYP.WALL FRAMING 5/S6.0 _ 4 'SHEAR WALL SCHED'JLE 6/56.0 - -- - _. _ 5 BEAM TO POST 10/56.0 �'__ ._ .___. _ ....... .... . .._. ._.. ..___. . _. 12 S6.0 6 NON-BRG WALL CONNECTION � _ - - 13 56.0 7 'SNEAR TRANSFER CORNER DETAIL � � �__ _ _ _. __ _. 8 CEILING JOIST TO BALLOON FRAlAE WALL S 4/S6.0 __ _ _ _- 9 TIEDOWN/HOLDOWN CONNEC?ION 13/56.1 - 10'iYP.STRAP TO BEAM 15/56.0 -- - _ _ _ 16 56.0 11 ALLOWABLE NOLES FOR LUMBER � . . ....._ .. ...._ ._ _ 20 S6.0 12 BEAM TO POST CONNECTfON AT WALI � _. US�E 2�x6 SiUDS AT ALL PLUMBING WALLS SEE ARCHITECTURAL DRAWINGS FOR LOCATION __ - - __ -_ __ IYPICAI POSf SCHEDULE U.0 N TYPICAL.HFJtDER SCHEDUIF(U O.N) - -- __ _ BEAM SIZE , PdST SIZE_ NOR�Z SPAN AT 2X4 WALL AT 2X6 WA : AT 2X4 AT 2x6 ,0'-0"TO 4'-0" 4X6 6X6 WALL WALL ___ __.. _--- -_ _ -: -__-- , _ _ 4'-1 ?0 6'-0' 4X8 6X6 __, _ ,.___ . 4x10 2 2x4 2-2x6 6'-1 TO 10'-0' 4X12 6X70 - -° - 4xt2 ; 2 2x4 2 2x6 - __..__ _....__, 4x14 2 2x4 2-2xfi - DEfAIL � 6x10 3 2x4 2 2x6 S6.0 -- - --- 6z12 3-2x4 2-2x6 - -- - ._ -3 1/B GLB 4x4 4x6 3 1/2 PSL __ - __.._,� __ 5 1/8 GLB 4x6 6x6 5 1/4 PSL __� - --- 6 3/4 GLB 4x8 6x8 7 PSL POSi NOlES 1. POST CAPS SHALL MATCH SIZE OF CONNECTING BEAM AND SHALL BE SELECTED FROIA THE MOST CURRENT SIMPSON(STRONG-TIE CONNECTOR)CATALOG 6ASED ON THE MAXIMUM MANUFACTURER RECOMMENDATIONS CAPS U.O.N. 2. POSTS SPECIF!ED ARE FOR SUPPORTING ONE END OF THE BEAM ONLY WHERE 1W0 BEAMS FRAME WTO THE SAME LOCATION,PROVIDE A POST UNDER EACN.U.O.N. 3. PROVIDE A SAME SIZE POST PER SCHEDULE AT EACH LEVEL BELOW FOR SUPPORT UNLESS BEAM OCCURS AT THE LEVEL BELOW. - - __ _ _ _.. ,. ��H�� FOOTING (�FOOTING U.O.N DEfAIL HD TYPE MAX ALLOW. 'AMCHQR LENGTH M(N.iF{IiFh6�6 �IIN POST �OAD_(133� BOLi ROD_m&EMBED THICKNESS;_.__ . HDU2 3075jj_)_,;SST016_. 17" _5�8 0 WL12" , 2-2x_ _ 13 _H�US, 5645� .,SST820_.__21"_ 5f8 0 W�14^__ 2-2x___- 1 HDUB 7870 SSTB28 29 , 7%8 0 W�18_ i _ 4x6 __ 56. -- ___ � - -- _ _ IHDUt1 111/5� �dix3G ,_3 _'_'0 h12'" 4,c r�xE -- - - HDU14 1439C� SB'x30 30 NfA _. 4x8 or,6x6_,_.______ Wn�ncrMtJ NOTES: 1. ALL STRAP iYPE ANCHORS TO BE INSTAILED OVER PLYWD.SHEAR IAATERIAL. 2• AiL POSTS AT HOLDOWN,'HDU'OR STRAP LOCATIONS TO BE NAILED TOGETHER WITH 16d AT 4'o.c.,STAGGERED. 3. IF 2xSHI�AS OR'PAD-OUT'STUDS ARE USED BETWEEN THE HOLDOWN ANCHOR AND THE POST SPECIFIED,ATTACH SHIMS TO THE SPECIFIED POST WIfH A MINIMUM OF 16d AT 4"o.c..STAGGERED. --- __, _ .. -- - --- - -------_-.__ CEIIJNG JOIST SCHEDULE ��G'��H�� q�TERNATE TO 24'o.c.SP,4CING ' �. --._ ...------.. - - -- -_______ - _ __------- HORIZ SPAN SIZE k SPACING HORIZ. SPAN SIZE&SP _ ___ ---- _ -- _._ _-- . -�. __ �0'-0'TO B-0" 2X4 DF�2 0 24'O.C. 0 0 TO 9'-0 2X4 DF�2 0 16 O.C_ i ___.__ _----_ _.._.._.._ _ - --- '8'-1'TO 13'-6" 2X6 DF�2 0 24�O.C. 9'-1'TO 15'6' 2X6 Of�2 0 16'O.C. r------- - -- ------ - - ' '. 13�-7'TO 17-0' 2X8 DF�2 A 24'O C 15 7'TO 2D 0' 2X8 DF�2 A 16 O.C. ,._ _.__ _--�-- __ _ i- -- ', :17,_1 TO 20'-0' 2%10 DF�2 0 24'OC. 20'-?"TO 24 0 ZX10 DF�2 A 16'O.C. - -- --- - �- ___ _.___ _._ --.. __ _- '20'-1 TO 24'-0' 2X12 DF�2 0 24'O.0 24 1 TO 28-0' 2X12 Df�2 0 16 O.C. -- - -- --- HANGER SCHEDULE llSE FASTENER'FACE MOUNT _ ,_ TOP FLANGE . - -- - - f'ER SIMPSON i6d 0.162x3 1/2" 16d-0 162x3 1/2 SPECI�ICATION,tOd 0.148x3 6R USE tOd=0148x3'6R USE MEMBER ON HARDWARE!i 6d SINKER(0 162x3_1�4)16d_SINKER(0.162x3 1%4") __ -- 2x6 LU526,THA LSSU J826 -- --�� --� '- -- -_ -_ - - i 3x8 LUS36 THA LSSU W38 _ - _ _ - - _ _ _ 2xg LUS28 THA LSSU J828 -- - _. __ _-_ -- - -. 2x10 �U5210,THA LSSU J8210 - --- ---_ - _ _- -- -- 2-2x10 LUS210-2 THA, LSSU HUS210 2TF - -- -- -�--- ---._.- _- .- ._ .. --- LUS210, LSSU LB212 2x12 -- -- - -- , - - _ ___ _- 2x14 LUS214, LSSU L __� 4x6 - .LUS4� fiHA, LSSU -HUS4�T�-- 4x8 _ .LUS48.THA SSU BA48�MAX} -__ - LUS410,THA LSSU 8A410 (MAX) ____; --- 4x10 - - --- 4x12 LUS412,THA, LSSU BA412 (MAX) -- - -- - - i i 7/a T��_ - iur ,in 74"TJI _ IUT - _ � - --- --- --- - - 16"&20"_TJI _MIU - - -MIT GLB_5_1/8�PSL 5 114 HGUS__. _HWU --_ - - GLB 3 1�SIPSL 3_1/2 HGUS___ HWU -- - 'HWU GLB_6�4- _ __ _HGUS GLB._8_3�4_ __ HGUS_.. HWU �/(RIPPLF B�A L1NG: 3-ML WITH 3-ROWS OF l6d CUMMON NAILS AT 12"o.c. EACH SIDE(STAGG.)OR 2-ROWS OF SDS 1/4x3 1/2" AT 12"o.c.(STAGG.) 2- h1L WITH 2-ROWS OF 16d COMMON NA1LS AT 12"o.c eACH SIDE(STAGG.)OR 2-ROWS OF SDS 1/4x3 ?/2" AT 12"o.c.(STAGG.) > � U W � �.1� U LL Q � � W � � � w % z.�-i M M� O g°�� N��n� ��v rn U moo� �z°c°vCU �r LL O �� Z �w �a � U o E M p � V rn = m � U 1O � N O N " '� m � o � 2 0 s J 2 5 0 N M N � N � � N� _c-� >m Q� N � � y0� (n N N Z� �� M N� 0 v- L a �� Z �� W �� N� � �� Z O N S o � Z ¢ a�i �O Qj a m � O Z 0 Q �r� vJ �O �Z �� W �Q Q' U' O Z F- � W a � U W > � � Y W � O H � � U O 0 � M N 11.. � � Z Z Q O � Q � Z � � 0 � � � �v9�lotrc 91rrt!b= S2.0 OZOII-I�UI�1a11 MU�fT6GT ING. RLLSE PflOJECE NO'816 °ROVIDF PLYWOOD WITH SA/AE STRAP PER PLAN AND CENTERED � � �� STAGGER HORIZ.PANEL JOINTS, NAIL�NG AS ADJACENT WALLS ON AND EXfENDiNG FULL LENGTH �'_p^MIN.PARTIAI i �_ TYP.OR USE FULL HEIGHT ;. ABOVE AND BELOW OPENING Or SHEAR WALL SHEET AT WALL END' � I SHEEfS WHERE POSSIBLE �_ � : . . ,_� . . ; _ _ _ �-- -.-�1 � , ' FR4IAING MEMBER FOR _. / 1 ' f. '�_ _. _ _ _ �,� . '' f- I I � PANEL EDGE NAILWG :•' ' ^� � EDGE NAII TO TOP � , ,�. r I ,. � , �'-`_'_ - _ '" '� � �� PUTES STAGGER � . �_ _, . • . �BLK'G PER . . ; �i� ;.' :� . ,, BLK'G.AT?ANEL EDGES ` ' pIAN.1yp, , i „' FULL SIZE PLriV00D ' ' ' SAA�IE SIZE AS PANEL ' � � / ` % SHEEf 1YP.U.O.N. ' F EDGE STUD SEE ��, � , . . E.N.FULL -_ . • / ' � I ;\. ?YP.STUDS - I ' ' ' 4EIGHT TO ' ' � . , • �. . ' , KING POST T'P. ' i _. ' I ;' . - rIELD NAIUNG AT 12"O.C. � � , ' , OPENING � . . ' ECGE NAIL 70 TIE `�� I GES � � � '�% ��-S.li.D.- � � � pOWN POS?AND i �\ � � , (' " "/1� EDGE NAII_AT PANEL ED � r Y PANEL EDGES '� � SEE NOTE 6 PER e � ' . . , 'HP','HT7','PHD',.. , , . • HDU OR'HD' . �, • II � `II PLYWOOD FACE GRA . . HOLDOWN SEE . '� • ' PARALLEL TO STUD \ ( � . ' ` .'�PLANS,iYP . •' N �'.•_�•'•-- -�, , ' �� - --- <<-- . .__. ' EI)GE NAIL _ . �,_ i i �' � - . �..._ EDGE NAIL TO SOLE P:ATE - i- - � � ° , , . .-,. . ' .' ;' � . ; � • TO MUD SILL � i� II ,'� �� - �.�,, � -- ,� _ ,. ,- .,,k _ 1/ � � Y �� Z OOD FL R -- SOLE PLATE NAILING / � ` � A.B.S E E a j r� , ' �COND�T�Qt� ,�, -A35,LTP5 OR SDSx 6"SCREWS - e CONC.F100R � y�r� r:�� SEE SCNEDULE P[R� . � ' ' __' _, ' '--' . -\ -_.:. . _. �.--' AND NOTE 6 " ' � �' � N A CONDfTION ___ _ 17 STRAPPED SFEAR \AII�L.L ELEYATIO!►1 �;3 TYP. SJ�A�t WALL ELEVAI'�I ry O i � � 9 L �O BEAM PER PLAN - � �T- i --A35 CIIP EA SIDE � TOP AND BOT DBL STUDS OR ----- I I� POST-SEE PLANS � � ( � 16d� 12"OC. --1_ ---__ � _-----i 1. A BEAM PER PIAN -----_...._, SIMPSON Si6236 STRAP FAR SIDE.,U.N.O. �) 11 I �' --A35 CLIP EA.SIDE FOR 4zt2&6x1i^,BMS& LARGER -DBL STUDS W/16d AT 12"O.C.OR POS?-SEE 2x STUU EACH IDE _� FIANS PROVIDE SIAIPSON W/16d AT 12 �O.C. BC OR EPC POS?CAP PCST. � FROM POST TO BM. (U.O.N) �� i --A35 EA.SIDE FOR 4x12 � &6x10 BMS&iARGER I i I B E A M P E R P i A N Z-�6d MIN.EA.SIDE II I ` FOR B"�EEP BM.ADD (i i 1-16d E.S.FOR EACH __ - ADD'L 2"IN DEPTH C (6-16d MAX.) NO E; SEE DETAILOB FOR INFORMATION NOT SHOWN BFAM PER ?LAN - n --SIMPSON ST6236 STRAP FAR SIDE.(U.N.O.) � `I �� i -- A35 EA.SIDE,TYP. fULL I?I POST-SEE ------ -�� . - PLANS PROVIDE SIMPSON BC OR EPC?OST CAP � FROM POS7 i0 BM. NOTE: u.o.N SEE �ETAILOB FOR INFORMATION NOT SHOWN SIMPSON ST6236 STRAP(U.N.O.) ON TOP OR FAR SIDE _ � ` � � -A35 EA.SIDE FOR 4xt2 � &6z10 BMS&LARGER 2-�6d MIN.Ea,.SIDE FOR 8'DE[P BM.ADD BEAM PER PU+N i '6d E5.FOR EACH �� ADD'L 2"IN DEPTH i (6-16d MAX.) i � �i _ _ �1 ,�I_ . �1 a- NOTE: SEE DETAILOFOR INFORMATION NUT SHOWN TYP. BEAAA TO POST CONPIECTION AT WALL 2x STUDS - AT 16°o.c. - 2x?ROGRESSIVE BLK'G. FOR BLK'G.FOR CLG.JST. E.N..iYP. - SPANS OVER 14'-0" II _� 7.x CLG.JST.W/ 2x FIRE 9LK'G.- 3-t6d PER STUD �JO{ST3 AT 24'o.c. 2x STUDS---- - � ' 2�c LEDGER W/ AT i6"o.c. 3-'.6d PER STUD E.N.,IYP. _ -- -2x CLG.JST.HANG FROM�EDGER W/ 2x FIRE BLK'G. SI�APSON°U"JSi.HANGER FOR SPANS ' OVER 9'-0" CELAIC3 Jd31`S AT 24'o.c. 14 I T�• � �T TO BALLOON FRAI� WALL A35 CUP AT PO51 �qP P�p,TES 4' 0"AT OR DB�.STUDS ' ' PLIC S - - - - - - CONNECT STUDS 70P AND�OT` - US!NG'SILL� NAlLING r IN THE SHEAR WALL z� I III EDGE NAILING SCHEDULE FOR THE w � 4 �2-16d OR STRAP APPLICABLE WAI L � °w � I I OCCURS SEE - fYPE. m� o � I I i I� PLAN� �, - �� - .._- z�a �.o SHEAR MAT'L. oo Z� I I I i6d AT 24°o.c.,T!P. STUDS ___ m w o 0 o� m� � , , � �Q�IIi.COA]N.AT wo 3'3 ��Ij xa r 2x� A g o� � jI}!- SPAN �Q w�+ a Z �w I �P ip 4'-Q" 4x6 UNO.) gx �NO.) r --� � 4-1 TO 6-0" 4x8 N0.) 6x6 NO.I S H E A R M AT'L -. �� o� � � i .6'-1'TO 10'-0" 4z12�UNCS.) 6x'0�UNO.) CONNECi STUDS 4 m �� I " USING'SILL�NAILING � �*..o 'I I I I� EDGE NA!LING IN THE SHtAR WALL °� a,c.+ i Q I� _ _ __ i SCHEDUIE FOR THE ao c� �- - I �,J APPLICABLE WALL z� o° � ��J-� � I AT WINDOWS r, ¢ z �- - TYPE. x�..°-� �a I �� i I � , �m � �m��, , I 1 �'� O��O I I '� STUDS -_ - �-3 �I � I l �--SEIIi'C�II�L AT Z° , J� i i L _ � -► 1- 1 /�� ST6236 ON TOP- -, �COt.. & BM. SP�ICE .______pOST PER OR FAR SIDE P�N OF SPUCE BM i - -CC� CONTINUOUS BEAM AT SIM. S.A._D� �� -- . -- �J � , / � - I eo s. '_BEAM PER PLAN - C C� - ECCO CO!UMN CAP ROTATE STRAP AS ROTATE STRAPS AS REQ'D. � REO'D TO CONCEAL �� TO CONCEAL tAG BOLTS IN fN FINISHES � WALL,?YP. POST PER SCHEDULE ON PLAN,U.O.N ST6224 AT PLATE SPLICE A P03T END CAP PO�ST CAF C B�_ NOTE: t.DO NOT USE CCQ OR ECCQ AT B 3/4 GLB& 7x PSL USE CC OR ECC CAP ONLY. rj TYP. FRAt�AED WALL OPEA�'a iU.O.N.) OR DBL STUDS - OP AND BOT r ?YPICAL � CORNER LAP 4-16d EA.S�DE 2x KING STUD(USE DBL. STUDS AT OPENINGS OVER 6'-0"W�E �� 2x TRIMMER STUD(USE DBL. I STUDS AT OPENINGS OVER '-0"WIDE 6 ) I � �. -STUD�AT 16"o.c. I I ANC @OLT __ o E � o HDR. -- � � I,' . � � L BM. � ` - - U @@ 16d NAILS -2x STUDS, V � AT 24" I ' iYP.(UNO.) O m O.0 U.O.N. W � � SIMPSON � � p 3 HUC UNO. I_-�. � 3 POST AT CORNERS = o U N� HDR AT CORNER N P4 T ' ?c� m i6d NAiLS � �� °AT 24°o.c., AS SHOWN /r Q o HDR. (UNO) �` N BM. " -y � 2 x U �0 _ �� 2x STUDS, �N �N _ TYP.(UNO.) � �N Z ' POST � _�_ ` SIMPSON � M� HH UNO. N �,�1_ � HDR,AT POST AT INTERSECT!ONS � E�EV � a O ' ._1 - SHEAR WALL SCHEDULE NOTES: �r�aw� t �N��oa sN�awr� �, iu*Eaioa -.-, ExT�io� PRO�noE sH�e cuv as 1. USE 10d SHORTS(2-1/8"x0.148 DIA)COMMON WIRE NAILS U.O.N. - '� ��, SHfARWALL �' �/'� �� SHFARy'ALL SMEARWALL '�. qLT.IF SNEATMWG IS �� bi��. � �' �T i�RPERSr�,�' sr�axwn��OF w,iur�,oa �' oPwN��r rr+c ToP+� 2. � -NUMBER SHOWN IN SYMBOL REPRESENTS �r,V, �§ v...SOLE PUTE WULJNG OR � , w�+ioE�m5 � ' �*ER� { ��P�TE auc'c�TT PLYWOOD?ANEL EDGE NAILING IN INCHES. ' ,�. cuP oR sos � ean�neav�x ec�ow � N.s�R�w�s�a oR DENOTES DOUBLE SHEAR WALL , P�� o �s a,r.iF �� sc��R nt °',�r"� ��p �� WITH PLYWOOD ON BOTH SIDES. ' ' SMFATHING IS �. ,:�1 3/4 RIM OR BLNG iYP. '.. . .. J' �� sroawNC Ar usE a�/2�s�aw at � ' � sH�awe;u , -sHEUt a '�sN�cua ar 3. USE 4x OR 3 1/2 LSL CONT RIM OR BLKG '',o y Q'o THE sa�on ✓ a�KC ar oe�sioE sHEna-� - u,�� '__�cuv ��-: iM s.w ON.V 4, SEE DETAIL 8/56.0 fOR ANCHOR 90LT AND SILI DETAiI. `,� N w h �, �a..�nc a�� ToP� -'��4�9cQ•oR,�s AT>.' --siu �_ N.P�pE�rr, i �"�! iHr s.w wvu 5. SOLE PIATE NAILINGS/SCREWS/SHEAR CLJPS AT FLOOR/ROOF SHALL o� - �.'� � --INT.S.W ONLY.SPACING � �� •.`-CUP AS ALT.IF ' b � �� iKr.s.w oN�r _ TM�LL oR Q�i SH�R�� !+��wR BE SPACEQ PER SCHEDULE AT SHEAR WALL BELOW AS SHOWN ON 3 a_!�3�= EzrEaroa ��.� irrrRSw s.w rtu�uic �--'rscncwcCaeRT ` I sHEanar�c is g � � ,i, strtuiwau DEfAIL 6A.6B AND 6C/S6.� SN�sw�u eEtow irrT s.W wu�r�c � 6. FRAA�ING MEMBER SNALL BE 3x OR WIDER AND NAILS SHALL BE Z�m rM•i� EXfERIOR SNEAR WALL i�� ❑C AT ROOF STAGGERED AT ADJOINING PANEI EDGES.USE 3x P.T.D.F.MUDSILL AT g�� A 8 AT CONCREfE NvrE:s�Q�oa TRANSFER THRU FLOOR � INFORMATION NOT NOTFD FOUNDATION FOR SHEAR WALL W/3�SQ.x 0.229�THK.WASHER PL. N a��w sH�wnu � nu wuuNC r+r�uNC oa��T so�_?urE(io qNCHOR BOLT(4) LL L 60.IF EXISTING MUDSILL IS 2z P.T.D.F.,REDUCED A.B.'S SPACING BY �� mm�.un�rc NNESS10d CON110NSHEAR CUP OR SCREWS AT F100R t10} H R HALF t 2 AS SHOWN ON SHEAR WALL SCHEDU�E W/3'S0.z � oo�� 1/2'CD 6'O.0 E.N 1 A + .. R C A 16 �. . �� W Q O O O(2) �z'o.c r.r+�_'1'°_�/?^?12�°C-_ 5/B°0 AT 4'-0"O.C.OR lTPS AT 24"O.C. 310 PLF p,2pg'THK.WASHER PLATE �2 d'd'� �s n•�e'oR�ia5�r za'o.c., 7.SEE DEfA1L 13/56.0 FOR ADDITIONAL SHEAR WALL FRAMING INFO a-��-�-� O(z)(e) i/z'co 4'O.0 E.N sosi/+x4 ijz_�?e.oc_________ 5/8"0 AT 2'-8°O.G A � '' 460 PLF g,NAIL SHEAR MATER!AL TO ALL POSTS ATTACHED TO HOLDOWN OR �W Z � 12'O.0 F.N A}5 AT 11'OR LTPS AT i6'O.C. OR LTP AT 16'O.C. O�p, �" (2)(s) i/z'co 3'O.0 E.N sos i�4.a i/z ar e oc STRAPS WITH STAGGER EDGE NNLING. .+� O�6a� 5/8"9 AT 1'-9"O.C. ' 600 PLF 12'O.0 FN/3,5 Ai 8�OR LTPS AT 12 o.c., OR LTP5 AT 12"O.C. 9.DO NO?OVERDRNE NAILS!NTO PL1'WOOD.iF NAIL GUN IS USED, U x e i/YC�s'o.c E.r+ sos i/a.a i/2 ar a o.c. , RBC AT 6 O.C. GUN SHOULD BE ADJUSTED TO UNDERDRNE NAIL,THEN NAILS ARE O i2'o.c F.N�5�r e'oR�ms�r s o.c., 5/8"m AT 1'-6' O.C. P T • 770 PLF ?0 BE HAND DRNEN SO THAT THE HEAp OF THE NlvL IS FLUSH (2)(s) i/z'CD �O.0 E.N sos_i/a.4�z ar s oc.___ __ RBC AT 8°O.C. 620 PLF WRH THE FACE OF THE PLYWOOD. 60�3� en sioE�z'o.c F.N A35 qT 8�OR L7P5 AT 12 o.C. 5/8"0 AT 1'-9'O.C.OR LTP5 AT 12"O.C. 10.FOLLOW MANUFACTURER'S INSTALLATION REQUIREMENTS. � i/z'co a'o.c E.N sos_i/4■s 1z_�r_4 oc __. 5 8"9 AT 1'-3°O.C. e nT tt O.0 SID 920 PLF LTPS G MAX -USE 14-Bd(0.131"diaxl 1/2') i 4�(3) EA S�DE�2'O.0 F.N A35 AT 5�O.0 OR LTPS AT B�O.C., / AGGER OR lTPS AT 8" p,3g -USE 12-Bd(0.131"diaxi 1�2"� 1/2'CD 3'O.0 E.N Z'ADWS 595,��H4�/z�r e'.o.c_skccn N A 3D�3) EA SIDE 12'O.0 f.N A35 AT 16�O.0 ANC LTPS AT 6'O.C. 5�8�0 AT 1�-0�0.�. 1200 PLF RBC -USE 12-10d��.148Tdia%1 1�2�� 2 s i/2•co 2'o.c E.H �-��+/k!�/z�r a'o.c.sn�cm+ � N A SDS - 1/4"SDSx4 1/2 AT SfLL PIATE TO BLKG - 5 8'0 AT 8"O.C. 1540 P�F �.., � �r,��„ :;s. ��e�n iras sT A•nr � _ t/4'SDSY6 AT�BL PLATE TO BLKG 1O . TYP. �AM TO POST CON�CTION t�T AT WALL 6 �TYP. Sh�AR WALL S�EDIAE Q OF STRAP& Q OF STRAP& �OF STRAP& FACE OF POST fACE OF POST FACE OF POST EXISTING �NEW _ LOWER HIGH __ -- -� CONSTRUCTION P�+TE WALL EXTEND BM 6" gM AT SIM:- MIN TO WALL ' �� ST6224 QN WHEREVER i TOP OR FAR POSSIBLE -- SIDE OF PLArE ST6224 STRAP _ �^- - - II (U.O.N) (U.O.N) T� 16"END ' �` -'�LENGTH _� .� `�_ -�-� i TOP T- - � I , TOP PLAT I y TE FLUSH BM. E -- � I � _ __ _ _ N)ST6224 STRAP- � SIMP.CSt4/i6" W/2 i TOP PLATE- ON TOP OR FAR � I BiK'G..3-BAYS MIN.S P � OR BEAM S�DE(U.O.N) I (NAIL PER SIMP.CATAL � iI STUDS I -S76224 I RECOMMENDATIONS.), � -- --�---1- � .__.___ _.�_ � DROPPED -pOST,PER 8� SCHEDULE 2x STUDS AT 16°oc -ST6224 (U.O.N) -POS',PER SCHEOULE(U.O.N) DRO�D BEAM KiNC sTU� RAIS�BEAI�A nQ�Q PIATE TO(EJ PLATE LOWER PLATE TO HOH �_ o ��o w�►u 15 TYP. STRAP TO BEAM AI+� PLATE 0 L/3 MIN. D MIN. W - . �j2-�aa,x. .__,__ x '� 3D MAX. Q`'' � 3L` MAX --- � �p� ��'., ° � �F"� p ��i p ��ZN Q ., . , • � _ � Q . &.BEAM -- - -� -- � - - v:� ;Q; BEAM . :�, NOTES: ' t.D = DEPTH OF SAWN LUMBER RAFTER OR BEAM ,_S/3 MAX. S = STUD WIDTH *�, L= CLFAR SPAN 2.PREDRILL CORNERS OF NOTCHES �STUD& HOLE 3.NOTCH MAY OCCUR TOP OR BOTTOM,NOT BOTH. 4.N0 HOLES WITHIN 2 iNCHES 0�MEMBER TOP OR BOTTOM. S,MAY NOT BE USED AT GLU-LAM BEAMS OR ANY PRE-FABRICA?ED TRUSS OR JOIST MEMBERS WITHOUT PRIOR APPROVA�BY PROJECT ENGINEER AND APPLiCABLE TRUSS 16 TYP. ALLOWABLE t�LES FOR LUNBER Iu�ERS 2-16d -- _-_ --2x FLAT AT 48'"o.c. 2-16d EA. ENC --JOIST � 1/2"CLR. - ^ ._ _ 2x GW6 NAILER �_ PARALLEl TO�1'�PoOR SIMPSON'STC' PER J015T TO � `= PLATE CEILING JSTS 1/2�.CLR. NOAWIAL TO NTE'AIOR_ - 2x STUDS i', - � - 2x P.T MUDSILL W/ .1450 HILTI X-DNI AT 16"O.0 W/MIN 1"EM� T.9: � � sv�e AT 8LAH 12 TYP. I�N-BEAR�+IG W�LL DETA� C�Sl'M.AND BLK'G. t/8"GAP AT PANELS W/SQUARE EDGES � - -3/8"MIN.EDGE DISTANCE,TYP ONLY E N. ,� PLYWOOD?YP. i SOLID 2X OR 3X - B�K'G AS REQUIRED F�+MING MEMBER PER PLANS A.1pNT PERP.TO FRAAR�K3 SEE DETAIL OA FOR �SYMM. FOR NOTES NOT SHOWN E.N. PLYWOOD TYP. ._.. � --._______.. � --2x OR 3x FRAMING MEMBER AS REOUIRED PER PLANS B JONT PARALLEL TO FRAlu�lf'a 7 TYP. PLYWOOD NA��JG rA- �a.��A .A.A� � 1'-��?� �� ' bTAX. �• �'��:-_��'�-__ . � . _ ¢ - d�3 �a� Ff� 0 a�:z HOLE �Z U I � -�� i. ALL MUD SILLS SHALL BE 3x PRESSllRE TREATED D.F,OF WIDTN EDUAI.70 DEPTH OF STUDS MIN.U.O.N. � 2. SILL BOLTS F0�2 ALL SHEAR OR BEARING WALLS SHALL BE 5/8 m x 12"WITH 7"EMBEDMENT A307 BOL7S OR ¢ THREADED ROD W/NUT SPAC�D AT 4'-0`O.C.MAX.W/ i !C 3x3x.229 WASHERS U.O.N. SEE PLANS FOR TIGHTER �"P SPACiNG AND DEfAIL 6/-) `�� ,y DUCT �� p� ALTERNAiES: �� PIPE 1)USE SiMPSON S?RONG 80LT(ICC-ESR 177 i�WIfH 4"MINIMUM Qi � EMBEDMENT. USE SAME DIAMETER ANC SPA�ING AS ANCHOR BO�TS SPECIFlED.INSTALL PER ICBO#4627 � 2)USE A:�Q7 THREADED ROD IN SI�APSON SEf EPDXY WITH 6 MIN.EMBEDMENT. USE SAME DIAMETER AND SPACING AS ANCHOR BO�TS SPECIFIED. 3. EACH SILL PIECE SHALL HAVE 2 BOLTS MINIMUM. �OCATE BOLTS CLEAR OF STUDS AND POSTS. 4. "A"DIMENSiON SHALL dE 5-t/4"MIN!MUA�AND t'-0`MAXIMUM A NO TE-DOWN BOLT CAN SUBSTITUTE FOR AN ANCHOR BO�T IF IT IS IN TALLED WITN AN ADDiTIONAL NUT AND P WASHER SNUG TIGH�TO THE MUD SILL. 8 TYP. ANCHOR BOLT REQU�tEtv�NTS AT S.W NOTES: 4.ALL NAILS SHALL BE COMMON NAiLS. 1. SEE GENERAL NOTES,SHEET S1.0 5.PROVIDE EDGE NAILING ALONG ALL JOISTS, FOR PANEL THICKNESS AND GRADE. RqFfERS,BEAMS,COLLECTORS AND BLOCKING 2. SEE FRAMING PLANS FOR SPECIAL OVER OR{N LINE WITH SHFAR WALLS.(2 ROW NAILING AND BLOCKING RE�UIREMENTS REOUIRED AT EACH OF THESE LOCATIONS.) 3. INDIVIDUAL°ANEL SHEEfS SHALL BE 6.DO NOT OVER DRIVE NAIIS INTO PLYWOOD 4 EfxB FT TYPICALLY.EDGE PIECE SHEATHING. SHALL NOT BE LE55 THAN 2 FT WIDE. ,_. - - - - - �.__ STRUCTURAL PANEL; ��. . PIACE FACE GRAIN DIAPHRAGM -- ' � PERPENDICULAR TO BOL'NDARY FRAMING MEMBERS; � .� STA�GER JOINTS NAILING(B.N.) , - --FIELD NAILING AT - ' 12'O.C.AT � INTERMEDIA7E EDGES U.O.N � EDGE NAILING AT PANEL - -- ' / - BLOCKING AT PANE EDGES ANO TO BLOCKIN � EDGES PER DETAIL :, ,, AT CONTINUOUS JOISTS � �' , ." 7/-THIS SHEET IF WHERE REQUIRED -__ ___:- _-_ _ _' REQUIRED(SEE FRAMlNG P�NS). 3 I TYp, PLYW�D SHEATI�IG LAYOUT �OF SPLICE AND STRAP _- _- - SIMP.STRAP,AS UPPER PLATE OCCURS -p6dTktP 1�tofd�R SIDE ( ,i' TOP PIATE LOCATE STUD -- DIRECTLY BEIOW SPUCE(TYP.) I � �I � STUDS A `RT SIZiAP�IDTIiON �Of SPLICE ,-- 12-16d,EA.SIDE OF SP�ICE(TYP.) UPPER PLATE ' 16d AT 16"o.c. _--•� -.Lpr.--1»».I- I 4, TOP PLATE LOCATE STUD - I DIRECTLY BELOW I I, STUDS SPLiCE(iYP.) �j_ I AT NAII��TCi C�ID1Ti0�T t� TYP. TOP PLATE SPLICE DETA�. �� Z �� W Z � �W c+' N 0 Z m o � a � � O Z O � Q � �� _ O L LL Q W l.i., �Q Q U O� Z F � W a � U ui > � 0 } W �' O H � � O 0 � M N � J Q i" W � Z Q � LL � ,O � J U � f"' a�a.n�.H.wn.: 9Yu�t No� S6.0 010t1-LGUIB Lal MG1iITLGT ING. RCLSE PROJECT N0:B16 REfFR TO r}1E CURREM � � SIYPSON CONNECTOR UTAiOG�. �.FOR SSfB IISALLATION AND 5/8'DIA. . RE81J2 LENGII,REOUIREUfMS MUDSILL�.8. 55lB2B _.... ._-...- ...-..-, 55TBle � '� , � i .��. QZ � Y .� [ .oP or n CONCFE�E� u _.--- I___--�.-:_ . '. lL-�-'- . . . �� - SWT EX?ER�OR TEMPLATE ,�� (FOR 2x FORM BOARDS) , _. �� __r� � CJ s/s'ou MUDSILL AB SSTBZg //Y- � _ ss*ese .�F ti /\ �-- ;�'� � � �� , � � ��,,�, �__ C� � � � �� fi � �� '�, !��!��, EMBED LtNE RT CO CRETE I � �, liyy� 10P OF CONCRETE I '� SWTI INTERIOR?EMFLATE p (FOR 2x4 ABOVE CONCRETE) , j� � ✓. ��w SSTH28 MUOSILL A 8. 6 0 -_ �� , � ' �-_--�!r`�� , __ U T�OF coKCa�� -�� I SWTPF iEMPLATE '� (FOR PLYWOOD PANEL FCRMS) \ � � '- -'--. --��- �-� SIMPSON HOLDOWN, 1"A�LOWED A?6x6 OR LARGER POSTS. j 2-ROWS E.N. SEE PLAN TIEDOWN TO POST � � ' AND ANCHOR BOLT SHEARWALL PLYWD. NOLDOWN POS?, SEE PLAN �SHEAR MAT'L. rp FND. POVIDE SEE Pi.AN NOTES FOR �E.N. ?l.Y. TO i� THICKNESS AND �POST U.O.N. THD. ROD AND 2" ' COU?LER WHERE - REOUIRED NAILING SOUD BRG. BLK. % ' " % '` ANCHOR BRACKET TIGHT CRIPPI_E WA�LS FULL HEIGHT POS� BE�OW °O5T ?0 MUCSI!L OCCUR BELOW 1 1/2" CLR. MIN. -0BL. ROW P.E.N. i - FULL HEIGHT OF ' � --� . - � SLEEVE NU'AND v :� POST,Tl'P. HOLDDCWN � ALL THR�D TO PER PIAN __ MATCH ANCHOR BOLT �HOLDOWN- 1-FACE OF STUD -' �- . , ANCHOR BOLT ii' ^� � ` . ° �r MP.DNUF.SPECS'- `OF�FRAMINGH!CKNESS I =..� . .� � - ._.._-...._.__. ______" . , SSTB ANCHOR �•q�. I, N� - --- A If EXTEND ° I SEE DETAIL 5/55.0 AND 2x FURRING � INTO fOO�ING � ' ° � , ,6/55.0 FOR hDDiTIONAL _ ROUGH � ' ''I . 1' . INFO. NOT SHOWN ----' l � ' � OPENING i . . � . , _ _- I U' �- :�. � ��3 ; < . 2_�jq Al EA. FOR INFO. �� , ,;�� • NOT SHOWN FOR INFO. �� ''= �4 AT 16"o.c. � • . , �' HO�DOWN ANCHOR SEEO NOT SOHOWN F � __" A U" SIMPSON 'SSTB', T} � �, �_ SEE �� PCR SCHEDULE � -F7G. REINF. -J _;, .� _,:� . , . �. "' " CORNER STUD " __ coNC. Frc. �— �"f 13 TYP. PLAN AT HOLDOWN SHEAR CUP PER AT HEADER, FIELD NAIL THRU SHEATHING AND 6/56.0 AT SHEARWALL METAL STRIP WITri tOd COMMON NAILS OR 16d --% O7HERWISE USE A35 S�NKERS AT LOCATIONS MARKED BY PAINTED DOTS j AT 4B°O.C. ; TOP OF PANEL� � - ROOF SHEATH�NG j ; o r--- 1 Bd AT 6° �.(:. - (TYP.THROUGHOUT = -; ¢� -�----�-J�,%[_-n ��—�--- ENTIRE ROOF) � a z �/ �-- z o a �� ` '� o�' / ' _ w , ...... , � _ �� . . . . �' � �, _'_"_ ♦'...— '_.y .._._- ______ � y � - ROOF TRUSS / I �+{tqDERS PER P S.A.D. _ H2.SA AT EA END ^ % �. - LAN OF RAFTER / 2x 9LOCKING ___.-._- __.By�AS OCCURS,iYP. ' � SNEAR MAT'L., -- ----\ -- -PANEL SHFATHING EUGE NAILING - SHSEE PLANS � _- __ . _ --(WHEN LOCATED \�` .--PFR�METER METAL U-CHANNEL � OF WALI) ' /" y ___l, �1 1__. 18 STRONG-WALL TEIu�LATES 14 TRUSS PERPENDICI�-AR TO WALL 2x4 BRACE(2x6 W/2x4 STONG BACK AT BRACES EMBED LME OVER 8'-0"LONG)AT 48"o.c.TYP.AT ALL PARALLEL - -- ---- TRUSS COND'S.THROUGHOUT ENTIRE BUILOING, NOT JUST 4- 8d NAIL a�R rc n!E cuaRerrr OVER SHEAR WALLS PER BLKG. - siMVSw+cwaECroR aruoc', � �� m ��.roR ssre iNSrnunnaa u+o �, 2-1 6d PER OUTRIGGER------- 5^ ;, _�,� ��.ataw�cTM REOUirecuerrrs�. __ --- 2x4 BLK.Ai _.._- ---- ------ EA. BRACE i__-_ � _ 3-Bd PER OUTRIGGER � � � -- -- 4- i6d .�� Bd AT 6'�o.c.(TYP. UNO.) -_..__ : _e� -- --------- S.A.D. _- _ _ .__ - -- - __ ° ; _.__.—____.__ _....______ ��. f __ - � ,��° +.° ,. �� _ . . ..._-' ____ - 2x4 FIAT OUTRIGGER AT 32"o.c.-- � � �3'� MIN. _ . NOTCH INTO TRUSS AND '� I ` +_ - ._ �5' MAX. NAIL W/2-16d . _.__ ---,--STRUCT. GABLE END SSTB"LB-- -'" '�i��"." TRUSS TO BE DESIGNED � � � '' 4 REBAR F�NISH MAT�L.- TO TRANSFER 200 . ' -_ � EDGE NAILING- - - . PLF FROM TOP TO ° � , � , , :AS REQUIRED (OAAIT SHEAR CLIP ir PLYWOOD BOTT. CHORD, (U.O.N. _.FOR SSTB CON7INUES TO BOTT. CHORD) 45' ON PLANS) ` � ' OR RAFTERS W%24"oc 1� GA'dtAGE HEADER ROUGH OPENING f r -- - , - E.N. CEILING JSTS. / - _MODEL H CURB Wf0 SNIM_�t - - --- - SHfAR CLIP PER 6/56.0 \� SW16x7x4 � 16d AT 16"O.C.TO PL4TE - _ SW2'Lx7x4 6,� 7-0�. TYP.ALONG EN?IRE � _ ( �- -- A35 CLIP AT EA. BRACE __._--- -------. BUILDING, NCT JUST AT ` SW16x7x6 2x PlA7E W{7H 16d �� - -- - � _.__--- SW22x7x6 �„ �-�.� SHEAR WA�LS) I AT 16"O.C.TO PL. �z ___-- - -- - --- SHR. MAT'L - I (TYP.ALONG ENTIRE BUILDING) ;.�� FOUNUA110N SWt6x8x4 6,. 8 0•• � 2x STUDS AT 16"O.C. - - � - SHEAR MAT'L., SEE PLANS (DESIGN B!'OTHERS) SW22x8x4 -_ _ - __. (U.O.N.) (WHEN LOCATED ON INSIDE SW16x8x6 OF WA�L) ` t/2' SHIM PROVIDED WITH WALL 7 B 1„ SW22x8x6 19 TRUSS PARALLEL TO 1NALL 15 SSTB ANCHORAGE (CONC. S't�AA WALL; PRf-iNSTALLED '_.i�/ `��\r+) ._._- ND08 HOLDOWN /�� v� I ��_� . •�P D ON wHD-02A' .a,� PLATE WASHER�. . -a�l� ou " `, /, �' ; -�a R N r � i `.�� I SFHa��.'�''Y �' _e. r -�p \/I � y / •y� A !�: J?�.�--Rf�-S� . _.__. , � -- ;_ _ 5� p� � y(/87'�MIN��WNCRETF �'Y {� �� BEARIN�PLA1E W/ EMBEDIAEM , _- .._-' ' '--SDS 1/4 x 2 1/2• scREws PRGVID�D �--.,-"�.. � -.�� . WRM WALL. SEE:;�+FOR SSTB ANCFiOR �-_� t, SiRONG-WALL SHEAFWALL 5 IA4NUFAC�7URfD ANO TRADEMARKED BY 'SIMP''.�ON 51RONC-T�E COAIPANY INC �HOiIE(OiF10E:1120 WBUN LVb., 4b0 WBl!N,CA 94568 'SIMPSON�STRONG��COAfP 925)INC.�I5�6 iS0 9001 REGlSiERED CONPANY. 2, INSfALLA110N OF PROWCT SHALL BE�ONE IN STHICT CDNFORWNCE TO THESE ORAWMG4 AND THE SiRO11CrN'� iNSrwnnoN cuioe,T-swcuioe.uooi�naas to rt+is PRODUC"AND�lSSOCUTEO SYSTEMS OR CHANG6 IN THE !NSlILLA110N NEIHODS SHOY/N ON THESE DRAWWGS AND THE INSTAL1AT10N CU�DE SFKK1L0 ONLY BE MADE BY A�JALIFlED ARCHRECT,CML.Odt SiRUCTUfUL ENGINEER.THE PEAFORMPNCE ov sucH uornFlEV�r+ooucrs oR wh�o insuuanor+ a�r��O�c�o afc-°�ias�o�a v�TMC wFHORwno.�ir+eR. �. niE corna�croR sw��v�ifr ul au�rn�ons caN�mor+s ELEVATIONS,ETC.PRSOR TO INSfAL1ATI0N OF NN COAlPONENiS fOR THE $iRONG-WqLL SYSTEII.IF PNY DISCRE7ANCIES ME FOUND,THEY SW�LI. gE gRpUCdTT TO THE ATTENTION OF THE PRCUECT ARCHRECT PROJEC? ENGWEER OR BUILDINC DESIGNER FOR CURIFIGTION PRIOR 40 CONSTRUCIION_ 4. THE COHIRl�GTOR SH4LL VER�FY TNE('OSITION OF THE SfRONG-MiALI�N REUTION TO TNE REST OF iME BUILDING SYSTEM AS SHOWN ON THE PROJECT oruwiNCS. 5� BUILDINCTH�'CRODUCT IS SU&IECT 10 TME�PPROVAL OF 7HE LOCU_ 6. THE BUiLWNG StRUCTURE SWU.L BE DESICNm IN ACCORDANCE WftH TME UlEST hDOPTED VEPSION OF TNE UWFORAI BUIIDING CO�E AND ANY OTHER LOCAL.STA'E OR fEDERAL REIXNREIIEN7S TFUT MAY APPLY.VfRiFY DESIGN REOUiREf/EMS WfiFi'F1E LOCAL BUILDING DEPARiMENT. 7. THIS PRODUCT IS PART OF THE 04ERPLl IATEjNL FORCE RESISTING SYSTEM OF THE SiRUCfURE.DESICN OF THE BUILD�NC 5 UTERI�L FORCE RFSISiING SY$?pA,INCLUDING A COkPLETE LOM PATH NECESSPRV TO TRANSFER IATERM_ FORCES FROM?NE STRUC7URE TO 1HE CRCUNO,IS TME RESPONSIB�LITY OF THE DESIGNER. 8. S�IAGSON SlRONG-11E COIAPAM',INC.RESERJES T1iE RICHT TO CMPNGE SPEqFlGT10N5,DESfCNS AND MODEIS M41HOU(NO110E OR L14BIU7Y FOR $UCH CHANG6. 9. AlL 4MRDWARE CALLED OIJ�IS SIYPSON STRONG-TIE. 7' 0 1/2" �-�_��2�. 8 0 1/2'. 8�-1 1�2" -----___ __ 10�TOP OF WALL CONNECTION ._--- ---....__..__._.--�--- No� � 1 - �.Al1 NECESSORY HARdNAflE.FOR '. J_.I._. 'PANEl INSTALlAl10N.IS �, ' . .. _.___' — i- ';pRE-ATTACMEL OR PPOV10E0.IXCEPi ',FOR tEMPUTE AND ANCHOP BOLTS .__"_'. ;... .., �� _ � ; FU�L LENGTH GARAGE HEADER � PER DETAILS 6 &1Q REQUIRED MOISTURE CONTENT IS 19i OR LE55 AT TIME OF INSTALLl,TION � , _ �i �� , ' ` GARAGE HEADER ROUGH OPENING NEIGNT � _ _�'., MODEI �H_CURB W10 SHIM�WITH_SNIM __ -._ SW?6x7x4 l SW22x7x4 6" 7�-0 I�7'-0 �2' . . '\y/�X �'. SW16x7z6 I--- - 1�----- �� , SW22x7x6 I �Y ...-7-� 7_� ,/2` � � / ------...--�#-----�- _... _-______ -- � . '.. ,:' �,. SW16x8x4 6 B,_� 8•_0 �2• �-- � : I r SW22x8x4 __.. - €..- ____._ _..__. __... : � I SW16xAx6 �. , �� SW22x8x6 1_ � 1 B'-� B'-t �/2" � �,�, _...______' ' - ,. �:� ,� �. __ _. , + 1/2"SHIM PROViDED WITH WALL i,' j_ l�--�'_.� .�I, : � 1_ . � , .. CGNCRE?E DFSIUN'�� ' 6Y 0?HERS � "` � • - SEE��.,'FOR S�'FCS. GARAC� PORTAL WALL SPECIFICATIONS 2O��RTAL WALL SILI. js NOTES 1Z � ..-.._. --� -��GARAGE PORTA�WALL TABLE --�- - � ..__�. . �� NUNBER Of NWBER OF NUAIBEP OF MODEL W(�)...M(In)T(In).. FASIENERS IN MUDSILL HOLDOWN ��M��',. ANCHOR ANLHO�E sc?uP � _�. rov oF wa.� ears eaTS (ro•) . '__.— '__.._.. .___".__ � _'__ '_.__._ _ ._- ,�, Sw16v7z� 16 '18 ♦ 8-SL15 7/4M8 '� 2-5/B'� 2-SSi92b 90 SW18v7r6 . 16 ' 7B �5.75� B-SDS 1/4xB ' 2-S/8�� ,2-SST628 172 �� $W16[�M 16-� 90 4 ~B-SDS 1/4a6 2-S/B� .2-SSTB79 � �. .� .._. .—_. _..._._ _ .___._ . .. _... _.. ._._. . SWIBRB 6 i6 90 5.75 B 505 1/1x6 2-5/8• Z_5579p8 120 �. SW22a�xt 22 � ]B 4� 10 SDS 1/a 6 2-5/8♦ 2-SS�B28 �5... , iW22�7 6 22 � 7B 5 75 10-SDS t/4�8 T 2 S/8• 2�55(828 117. SW12RB 4 11�90 4 10 SDS 1/4 B^Z S/B I 2 SSTH28 �0.+' __ . , _. _ _ , _ ; SW2L8x6 22 �� 90 5.75 10 5�5 1/4z6 2-5/B 0 �2-SSf82B 1J0 'rj I GARAC� PORTAL WALL 2-2x TOP PLATE - -- - - 1 / " SIMP.S?RAP AS SHOWN. � �' _ SEETA��OVER PLYWD. ' , _ .� � ...�NP.�� TOP PLATE FASTENERS -- N IN'OP OF WALL - . _._ _.. _-._ �"" SEE 7/- � r __ _ SIMPSON STRONG WALL - - AT CROSS HATCHED ARFA. ANCHOR BOLTS -- -- ` SEE 20/- � :' FiG.STEM _. ___. �.` GARAGt SLAB PAD GRADE _ __ � .. ' TIEDOWN ANCHOR-- ` -- a PER PLqN OR SEE DETAIL 20/- �i_1 � „� ....- ...-..DOUBLE PCRTAL SYSTEM .___.. _ . -- - _- _ � ", ��- ._.. " � _ _ -- - =_- �r- �:, , t!� / . HEApER PER PLqN �� \ n - i J•" .j �� ' �,. � �� -16'4'M.AX. ►,./ �_ ,I.. .._.. ,� , Ja ` . �I�� ,I . 1�\ � / /� i \ / i - .'�. �,}: 6 SBNPSON STRONG-WALL SCF�DULE USE 3fB PlYW00D/OSB SHIM UNDER 1�2"SHIM !S PROVIDED WITH i'�STRAP WHEN HEADER IS 3-1/8 GLB WALL, 8U?IS NOT REQUIREp � � - - � � ' SEE�°�FOR fRONT SIDE , f' �/�c�",-._ \\l . : .:� �,.�,'�-:�m- \,�j �y SEEt,-��FOR SECTION �� f '� � f � '✓ � i i i=. , �-'�•;r-= ��- - -.. .�.�� —_ --_ _ ra� rosmoN Henwx�usn � nr.aNSr stRONC-w,vl sr{�n�iuc. SDS 1/4"X 6"SCREN"s� SEE�'' FOR SPECS. '---- -" 7 TOP OF WALL CONhIECTION �;FIELD NAIL 1Oga STRAP TO POST&HEADER WITH (10) tOd COMMON NAILS OR(10) 16d SINKEF NAILS AT TOP AND BOTTOM OF EACH STRAP. -- FOpTING, BEYOND, sEE o�. a/- �. COLD JOINT CONC. SLAB � AT GARAGE 8� � ' �, DRIVEWAY StAB I I 8Y OTHERS ! ` � �- PAD GRADE �,;;�, _—'. � t _._ .. ...,. 8 � i /- .. .: ;,`.-I.,,� .. .._-�1 L_; _ .._�i __ _�i Z. #4 AT 18"o.c. . .�-2-#5 T. & B. .�. t8... � �. 8 CONT�IOUS FOOTYVG AT GARAC� ARIAWATO EXfTENDLFROM TOPH PLAT� HDR AND CONTIN.OVER OPENING I.IYPt v J AGE DOOR HEADER PER PLAN :PLAN FOR EXTENT) fULL LENGTH GARAGE NEADER____-_.—_, PER PLAN ___ 3�g SHIM AT 3 1/8"GLB MINIMUM SIZF SHALL BE: S E DE7. 7 4 x 12 DFL ' 3 1/8 X 12 GLB ALTERNATE HEADERS ALLOWED SEE � ICBO ES PFC-5485 SECTION 2.2.5 --10 ga. STRAP GARAGE PORTAL HEADER BEAMS � �+� *� SHEATHING TO HEADER---- �' t --�TOP PLATES OF STRONG-WALL /,. -- � SD51/4°x6"SCRE4VS ,} � i � 'y_. 3 I ToP � wAU. cor�cr� PLYWD.,AS OCCURS -- i ��o.� E.N.�TYP. _ , (� 1 _ 1/2°EXP. JOIN7 1' � FINISH GRAD[--��---- '� :' MATERIAL PAD GRADE -- \ i }�4 AT 16"o.c. } , PROV�DE 2-�4 AT L_ HOLDOWN ALL LOCATIONS I I I I: CONC. SLAB PER PLAN � � � , . � CLEAN CRUSHED I m GRAVEL - --J � f __�5" { "2-�5 T. &B. 4 I CpNTWUOUS FOOTWG AT GARAC� z f - U � i U � Q � J W � O � w �� z.�+M M� � g°�� U CO�+V �ze°-a°-G a.�,F-LL O �w ? rna ~U o E M � O 01 r c0 � U f° � N ON � O � o � J O N M N � N J� �� -� >co Q� N � X U @ m��' �N Cn N N Z� �m cn�� N � O � t a J.c�U q,`Z U� � �W �� Z � � �z CC W � � N �2 o � Z Q U a� O dj a U � � Z O Q Qr^ vJ �O Q z �.�..Q 2� �� Q U O Z � W a � U W > � � r w � � H � � U O 0 � � N D�I�Vi�Ofl�: sYfN11i0= S6.1 J J I� � J O Q � lj,j � � J Z Q �.% � Q� � � •ZOtI-�LOIlIG L61 MGM�TGT ING. RCLSE PROJECt NO'8I6 � � � � � � � i�. 6i S.2 � vi � � TITLE 24 DOCUMENTSa � ina a::w�m�c�ax�w:.ay nea i��m�w�a�u�i s«.�u�+,u a��mev a r«s�,w.n.�v c.mw aNa,arc um� _. +w�cn aimaror_c�aaeuznvma�w�:��gd!jr�e�tng____—_____..__. z.� w�d�.+auqm s r on�ra e��q �on n d.n�na . �."_ w. .n_sg a 19irs.r . n .c.000 . . ._.. . ...-A Gon � Y�A Aroc an M NI.e 0 s1�4'� g.w�� vneo �sa ka f4 36W anOL 1M 0.� IM lpOM Y pro, xM tllroNCmi�W g C .N VsuWet ireu0e Awa _ ._.. ��3�a�y�' �,WC�pq�:Ai� eb Eec^r u�rM b b s...��ppM..hefaWrNafi+XMOr�ncy a.v..w ia wm wn r.m m� — ��w��a a,+eud ma vax.wnpreu••man�oosam�ewnanamu.ounoewan� $f 311b1�;� cd M q 4q Wtl enall W d" w�oLb.q aMCi�ry•m inldm rnUwlv�ol fpMnq vvn�n Art 0 � A .�e�.All �YrY� tls�vyp�knwer+gr�i� +qwciwceM�na �or §I]�It� °�ern2uxeltlayp M�ve aG YK IlnsWnmin6lenNW�ueacarvNmbYavP�esaech. ne.r 7 n�o mv�a+�u y��e �,rHO�n.,s.rc»+�roowe x.comm�rousr snm uy a ou n�p o, atl�aa_W_O.w�a^' ^a?9=N4 Mb oli�a nautl�on m`n _ .. ..'_ ;»•.a)o�war�h^^�re+'�ui4ym^9-no�eaeoon„rer��r are:oa�ne«aue Outdoor Lghlinq Measures � �.. wm��^r x�n o � w �A , . �w - Allpmirwyryrsu .. . hrt-�[a.nC �OOIJ 'aaµ�a9�rucv f k-O�m.�2�- !al�W�aereWrc WN olon �t�2�o1.A41. rnm6m�s 9 r tan)EWAa . . nnn90wn^9',ots d��kLrg�nranars �MA. Nlou mee M,emi+ . .. .__ " "___.... ��Ykll-AA rtnemryr.n ..�nticay�nny �..r . 9 5 i3liel Ouibrp Mcwn.Wnvg�e,qaap�¢esnrpee.ena a�ro.+u saea aex�mw,e M-..o.e��{��r�y��rputtenremc SYMBOL LIST: � PLAN,D£TAIL OR SEG7IpN DESIGNATIDN. � j :O^��. RDOM WMBE�. ' �� `�,�iEET RLfERENGE SY�p�-SFS ASSOGIA'L-D NOlE ON SAh��T FELDER SGHEDL4E SYMgpL. .-j� � 1�GHANIGAL EQUIPh�NT TAG. � � INDIGATES FIXTURE T''P� TYPIGAL LUMINAIRE NOMENGLATURE �'� INDIGATES SY'11TGHIN6 DE5�6NATION LINDIGATES GIRLAJIT N1h1BER SWITGH SYMBOLS � SIN6tF POLE SWITGH,+48'AFF UON. $a SIN6LE POLE SWITGH,.48'AFF UON,a=GiRGUIT GONTROLLED. � MOTOR RA1ID SWITGH e GEILINb MOUNTED OGGUPANGY SENSOR WITH POY�R PAGK AS REQUIRID � YVALL MOUNTED OGGUPANGY SENSOR. PROVIDE WITH BI-LEVEL SWITGH,VWER£ BI-LEVEL SWITGHIN65 REGIUIRED POWER D15TRIBUTION SYMBOLS = PA�LBOARV-SURFAGE OR FWSH MOUNTED. 0 ,a 60❑, �' 1000, � 1 I r 0 DISTRIBUTION PANEl. MOTOR UNRJf.�ED DISGOM�lEGT SNlITGH-RATING A5 INDIGATED. MA6NETIG STARTER FUSED DISGOWJEGT SWITGH-SIZE i-'USES PER MOTOR MAW/FAGTURERS RECOM�ENDATIONS.RATINS AS INDIGA'TED ?RANSFORMEi2-SE�SIN6LE LINE FOR 51ZE. ei�TJL�iGG. EXISTIN6 TO REMAIN . � !_- ----- --� ... . __ __ _— ___ ' ' --_ "t---- � — -- � I __"" .- ��_"" . _ __ - — —,T—.� �� j i�, 8 , `_%' ` 8 I�� ' � �� - ��, ; �—_� `J �I I . .twf--�5 ,_.. . . _....__._ _" � 1: I. e _ e '!, � -�'i. _ i �-- -- � -- �, �-' ,"= �::-=_�-__...- -_.-.. -�-- __.:—'. � /";, PARTIAL LIGHTING FLOOR PLAN E-1 SGALE: �/4"=I'-0" ABBREVIATIONS� A Ah�E ABV ABOVE AF AMP FRAh�OR AMP fUSE AFP P.BOVL-FINI��FLOOR ARGH ARLkITEGTURAL PS AMP SWITGH AT AMP TRIP AT5 AUTOMATIG TRANSFEI2 SWITGH SKR BREAKER BLD6 BUILDIFK� G GONDUIT GAN GABLE TELEYISION GB GIRGJIT BREAKEK GD GANDELAS GKT URGUIT GL GENTER LINE GLb GEILINb GO GONDUIT ONLY GTR GENTER (D) DEMOLISH DET DETAIL DIM DIMENSION D15TR D15TRIBUTION DWb DRAriING (E) EJCI5TIN6 ENI Eh�R6B4GY EQPT EQUIPMENT FA FIRE ALARM FAf.P FIRE ALARM GONTROL PANEL (P) FiJTURE FIN FINISF4 PL FLOOR 6,6ND GROUND H6T HEI6HT HP FiOR�EPDYER �c irrrr�coM IDF iN'TERMEDIATE DISTRI&JTION ii2Ah� .� .AINGTION BOX KAIG KILOAMP92E INTERRUPTING GAPAGITY KV KILOVOLT KVA KILOVOLT AMPERES KW KILOWATT LT6 LI6NTIN6 MGM 1iiqJ5AND GIRGULAR MILS MpF MAIN OtSTRIBViION FRAME h�GH MEGHANIGAL MH MAWiOLE rrtfl r�ouri� MTb MOUNTIN6 M) r�w NG NORMALLY GLD�.�D NIG NOT IN CANTRAGT NIEG NOT IN ELEGTRIGAL GONTRAGT NO NIMBERI NORMALLY OPEN NTS NOT TO SGALE OL. ON GENTER P POI.E GIRG111T�2EAKER PA PI�LIG ADDRE55 P8 PULL BOX PF POVVER FAGTOR °H PFfASE PNL PANF1 (W EXISTING TO BE RELOGAiED REQD REQUIRED REQT REQUIREI�NT(5) RM ROOM RSG RIGID STEEI.GOPIDUIT � � SW SNUTGH SNBD SWI7GHBOARD TG TERMINAL GABINET '� 'L�EPHCtv� rrP rrPic,u UON UNLE.fi OTHL�tW15E t1QTED V VOLT W WATT YE' NEA7}iERPROGF Xf-T1FZ 7RAty5FORMER FIXTURE SCHEDULE� I, e (1()�LI6HT FI%TUF� N w�,5av 9 ,' �fJ�ue�+t*Fl� N w�r,�or+ --- e � �'�, --_.,�- � �, , � GENERAL NOTES� I. ALL ELEGTRIGAL WORK SHAl1 GOMPLY WITH 2O08 NATIONAL E:_EGTRGAL GODE AS AI-tENDED BY 2010 GAL!FORNIA E1�GTRIGAL GODE. 2. ALL GONDUITS GONGEALED IN GEILIN6 AND/OR Y1AI.L5 U.ON. 3. TFfE GENTER 6RIP FOR GOMRCJl.S AND SWITGHES SHALL NOT BE MORE THAN 48"MEASUREp FROM TOP OF BOX ABOVE FURNISFiED FLOOR. 4. ALL(EJ REGEf�,4GLE5,TEL/pA7A,PANELS TO REMAIN,UD.N. 5. A1L(F�EKIT SI6N5 TO REMAIN,U.O.N. SHEET NOTES� OI CAtJ1�G7(I�U AND(Fa LI6HT FIXTURES TO(�2TTV LI6HTIN6 GIR,GUI7RY ON(�PANEL"HG"7HAT WAS PRFYIOUSLY 562VIN6 THE AREA AND TO (AU TITLE 24 GOMPLIANT SWITGHING/GONTROLS A5 S+�IONPI. `2 GONt�GT MJ EXHAUS?FAN TO(EJ AVAILA6LE 120Y BRANGH URGUITRY CGON�GT(t�EXIT SI6N TO(F�AVAILABLE 120V LI6HTIN6 GRGUITRY. �4) CONNEGT(N)AUTOMATIG DOOR TO(E)AVAILABLE 120V BRANGH �� GIRGUIiRY.GODRDINATE EXP,GT LOGATION WITH DOOR INSTALLEI2. OS (N1 Li6HT SWITGH. Ob M)OGGUF'ANGY SEN.+OR. R I --- ;I 1 - '�, � i r i. �__. - `-.i � �1 / I i _�---- i ,� �y —._1 �` �,�G�i�o�" ,, l ,_ I _ -; � \ r �_- � �I � ��.--_. ( i I'' � ��. y� i ti �� -- I - II �� , , I i � � --�----- u�' �, SITE MAP AREA OF WORK SERRANO E L E C T R I C !N C. L � �i,e'��, ' B�/�'C� o �o y � Lic. * t qlF OF G1� OWNERSHIP 0(PLANS: r�...a�vw�v�.�we.a y.��.ww e.'a4.a.mstr�..�.n. d�www and Wafr9 d S�naew Fbebk.Irc.W rw�Mm�,npebxtlorr a unaM>faaE uw M Wr pas�AOa b� �..�n,..�,.,�..K�s.,��.�. w.., a«..a�.�.a w�r a»�.,�w.�,n�a�«�:�w i�nr�l�a i�R�M��b�aR fM wMbn P��lobn d Srrvw FLCbtc.b�c �`"° �t ' c : I..L..� �' �- �'*„, L� � �. �..� � i �+.s. � � o E � � rn � m � U � � N o� m � (�j O N �O O N� �N �� -t� Q O N� 2� U LL cc C N ln N N Z p� N M � 0 v�. t n. /��G;* y�� ` J d0 V � m M � � � r > � � 3 Q a w %� ��o U o ��J ° �� G, s `�2��7� S�P� � c+� N N 0 Z U a� �o d O Z O � Z rQn �./I �O Oz �� .,i.�� U 0 Z F-� � W a � U W � � O } w � O H � � U � M N ci U � � � 0 J li. v z � � �� J� O�/ m 0 �o �� N �W J H mM� W/Q `� S W Z � �� Date/Revisions: Sheet No: E-1 02012-10U1E lEU ARCHITECT INC. W � � � u� � Q 6:. � i�l � V1 W � 0 N � SY1i80L LIST� SWITGH SYMBQLS � PLAN,DETAIL OR SEGTiON DESI6NATION. $ SIN6LE PO:.E SWIrGH,«48"AF�WN. EI �p 51N6LE POLE SW!TGM,+48°AFF WN,a•G�RGUIT GONTROLLED. O ��-HEET RL�ERENGE SYMBOL-5EE A550GIATED NOTE ON SAME SHEET. � MOTOR RATED SWITCM �'\/ MEGHANIGAL EQU�PMENT TA�`+. � GEILIN6 Md1N1ED MOTION DETEGTOR WITH POY�i2 PAGK AS REQU�RED L'^1 �J � WALi MOUN?ED MOT10N DETEGTOR.PROVIL7E WITH BI-LEVEL SWITGH,WNERE BI-LEVEL SWITGHIN65 REQUIRED WIRIN6� CANDUIT RUN SYM60L5 GONDUIT-GONGEALED IN WALLS OR GEIL!N6. --- GOt�DUIT-E�OSED. ——— cot�uir-u�ouNv � GONpUi7-HOME RllN TO PANEL,TERMINAL GABINET,ETG. R1R�15 MARKED WITi GROSSHATG4aE5 INDIGATE NUI�[12 OF»�2 AW6 w��ES. GR055HATGH 6 WITfi SUBSGRIPT'.6"INDiGATES 6R�N 6ROl1PID ViIRE. SIZE GONDUIT qCGORDiNFi TO SPEGFIGATIONS AND APPLIGABLE GODE. GR055F+ATGHES WITH"xl0"INDIGATES WfRE SIZE OTHER THAN«!2'S. �� FLEX CANDl11T WITH CANNEGTION. GONDUIT-STUB UP. fANDUl7-SNS DOWN. --_— ,._...,.+s-r_Ir_q,.�c.ey�v a�rgrc�.+ E--- GAPPED GONDUIT. s--- GONDUiT CANTINUATION. GOMMUNIGATICNS SYMBOLS = DAT.AlTELEPHONE OUTLET-INSTALL AT+IB"AFF WN. S"( DATp/'F�LEt'HONE OUTLET-INSTALL A7+18"AFF UON. Q�` N CUTLET-FiEiGHT PER N IN5TALLER/ARGHITEGT LIGHTING/SWITGHING SYMBOLS � WALL MOUNTED LI6HT SWITGH � GEILIN6 MOUNTED OGGIh'ANGY 5EN50R-F01"�R PAGKS AS REQUIRED. � YrALL MOUNTED OGGUPANGY 5EN50R POWER DIS?RISUTION 51NGLE LINE SYMBOLS b� GIl2GUIT BREAKER. � POWER Di5TR16UTION SYMBOLS � PANEL60ARD-SURFAGE OR FLUSF+MOUNTED. ,RINGTION BOX-GEILINb OR WALL MOUHTED�S�ZE TO GODE, � ?qpE qND TAG WIRES. PROVIDE FLEX RND/OR REGEp?qG�E AS REQUIRED TO GONNEGT EQUIPi�¢NT. f 1 �,ru�Rov. REGEPTAGLE SYMBOLS � CAMtENIENGE REGEfTAGLE-DUPLEX AT+18"AFF WN. � 6FU CANVENIENGE REGEPTAGLE-ix1QLEx. � REGEPTAGLE DOUBLE DUPLEX AT+IB"AFF UON. � bFGI DOI�LE DUPLEX AT+!8"AFF UON. � S�N3LE REGEPTAGLE-NEMA 6-SOR UON,Ar+18"AFF UON. � 51NGLE REGE°TAGLE-NEMA L21-208 VOLT,?HREE PHASE, 5 WIRE,AT+18"AFF UON. � 51NGLE REGEPTAGLE-480 VOLT,TtiRFE PHASE, 5 WIRE,A7+18"AFF UON. OO• FLDOR 80%(WI'fN GONVENIENGE REGEPiAGLE,TELEPHONE AND DATA OUTLET. O� FLOOR 80X WI'H GONVENIENGE REGEPTAGLE AND DATA OUTLET. �G FLUSH GEILINb BOX WI'TH 51NGLE GONVENIENGE REGEPTAGLE. �77 SURFAGE RA.GEYIAY UOPL INSTALL P£R ARGNI7EGTURAL DRPNUNG ELEVATIDN,OTHERYIISE INSTALL AT 36"AFF. Q� BASEFEED,INST,4LL PER MAtd/PAGTURER'S RECAMMENDATION. � POWER POLE,INSTAII PER MANUFAGTURER'S REGOh1ME!dUAT!ON. �UMINAIKE SYMBOLS � LUMINAIRE-SEE SGHEDULE. � LUMINAIRE-SEE 5GHEDULE. C� LUMItvAiftE-SEE SGHEDULE. TY?IGAL LUMINAIRE NOMENGLP�TJRE �3 I ;NDIGATES SWITGH!NG DESI6NA710N ,�.T',.'.A+en i��ar�nr!w,�`�BER ABBREVIAT10�1S A AMPERE ABV ABd�E AF AMP FRA�4E OR AMP FUSE qFF ABOVE FINISHED FLOOR ARGH ARGHIIEGTURAL A5 AM?SWITGH AT P«MP TR!P ATS AUTOMA?IG 1RANSFER SWITGN 61CR BREAKER BLD6 BUILDIN6 G GONDU�T GAN GABLE TELEVISION GB G�RGU�T BREAKER GD GANDELAS GKT GIRGUIT CG� GENI�Ti L�iv� GL6 GEILIN6 GO GONDU!7 ONLY GTR GENTER (D) DEMOLISH pET DETAIL DIM GIMENSIDN DISTR DISTRIBUTION DW6 DRA}yING (E� EX!STIrhS EM EMERbENGY EG�PT EQU!PMENT FA FIRE ALARM FATG FIRE ALARM TERMINAL GABINET FAGP FIRE ALARM GONTROL PANEL �� FIN FINISF# FL FLOOR 6,61�4? 6ROUND H6T HEI6HT HP HORSEPOV� IG INT'ERCAM IDF INTERMEDIATE fJ15TRIBUTION FRAME .J$ JUNGTION 90X KAIG KILOAht°ERE INTERRUPTING GAPAG�TY KV KILOVOLT KVA KILOVOLT AMPERES FI�CTURE SCHEDULE A '�---i 6 �-Q J G 0 KW KILOWATf LTG LIC�;fINb MGM Tfi0U5AND GIRGULAR MILS MDF MAIN DI57RIBUTiON FRAME MEGN MEGHANIGAL MH MANHOLE M5g MAIN SWITGH BOARD MTp MOUNTED MT6 MOUNTINb Ri1 NEW NG NORMALLY GLOSED NIG NOT IN GONTRAGT NIEG NOT IN ELEGTRIGAL CANiRAGT p�p NUMBER/NORMALLY OPEN NT5 NOT TO SGALE p G. ON GENTER P POLE GIRGUIT BREAKER PA R�UG ADDRE55 PB PULL BOX pF POV�R FAGTOR PH PHASE PNL PANEL (w EXfSTINb 70 BE REt_OGATED RG RELOGATABLE GLASSROOM REQD REQUIRED REAT REQUIREMENT(5) RM ROOM RP5 REMOTE POY`�R SU'PLl' R5G RIbiD 5TEEL GONDUIT SHT SHF.fr 5TG 516NAL TERMINAL GABINET 5W SWITGH SWBD 5WITGHBOARD TG TERMINAL GABIt�T TEL TELEPHONE TYP TYPIGAL �pN Urll.E55 pTHERYVISE NOTED V YOLT w wnrr � �� XFMR ?RANSFORMER (w INDUSTKIAL STR�P FIXTtXtE, (2I T6 LAMP M)POLE LIGHT FIXTURE R"ATGH EXI5TIN6) (E)PO�LI6HT FIXNRE (N)EXTERIOR WALL PAGK FIXTURE-N 42W GFL SNEET INDEX� E-O SYMBOLS,NOTES,PANEL l FIXNRE`'.�GfiEDULE E-I PONER AND LIGHTINb PLAt�L E-2 71TLE a4-INTERIOR E� TiTLE 24-EXTERIOR �SERRANO � F_L.E C T R I C i N C. �fcl GY��' BGi�f+ � � ��Z c. # * �� qTF OF CAV� OWNERSHIP OF PLANS: inw ao++m.�^wK+ncm�.me esmn.oro in.�m.�e,a.mn o�w nma�ww«ry a wn�uy�onn�e�'�u�w c��+�•naw�e^ro°i mm.p .��..��a��. Rrm of Mw Oxvnwnb br w!Ww PoNM �µpn p�mi��al SRmvyF�Nc�A IM �'_�_ U�.. W'-' �. _ .� �.�J"`�, {..L��.,_..�. �,'� �.J�i_ J'_ �._ �'�-;.. �<.... �'...,,. o � og m = � � U t° � � � �° o � N � 0 � 0 N� `�"N � � �� N pp Q� 2 x U � � @ N �N Z � (7� N� � t a �`�cj* ��ti � � ��v� � � O � � n a , Q ¢ W ^j 4 2< U a -p� sw�- � i W v>� z wr O � S� � �� _ "�J�� c�ZP' a � N O Z U a� O a O Z O � Q� Z " Q ° Z H z � W Q a � � U C LLI G O � 0 � W QZ O �„L� l~fJ W � U a �Q � C� N Date/Revisions: 11.10.11 PERMIT 5 c O t � Q N � N w J � � W _ U � W Q' � � x � � I J W Z Q^ 1.1� � W H 0 Z � J � m � �- � JBMITTAL Sheet No: E-0 m2011-1,0U1E LEU ARCHITECT INC. � � � � a � � ti.i � � - l .. �,;. _ .. -- " � �.. -. � � \ � .- - �:��, 3, �,' �� h�, 1 � ' , ��L?'-" '�i i .. _-� � .. � ,, __ �\� �� ., �� , `� ��; � �� , ,, ----� � t'� ,;; ' � \ ----- \la� ', ! ,�� _ - i %"/ �__-� _. � ,_�, __, ��j � _ , � � ` _ , � � 2 - - � - - ---. _- _ _ � � . .._. ._._.__ " _ \ .._- '___.. .' .'-_ __.- '_-. i li \ _ _ / ,�__� . � j �__ _, :. \ ._, ___.. -'' - - _- � � VIA ESPLENDOR "-` - � � � ��, -\ ' �. - t _ ' � \ -- _ _ , _.-__ (E)PNL"MS^-- �li � � � (FJ'I5KVA XFMR TL"� ; - -- - e (EI POLE LI6HT—�� r`: ..�, ------- (�)MGG-A-'Z►. _i-{�..-� _ '. — ---- ', ;^� ' , ;-- ---- � . . , � ; � �� _ ___- ..-- \-\ ��r . . v � I --- -J � � _,,,?�•i_ ...- . - �-- �T —--� . � i; _ EI � . � ',i� �- � �. �'�i . �. �.i ( -- -._.-:__- � � I I I i '� �. _ �, . : , '; „ �_ _— , , , ; , �� - —�- I i �,� 4 _�--_ i� ,- --�-- i -� ' .i IY � � . ._ ,I --�-------� . - -- Q i ��,� '� . I� . ... � d��) � --- W I � i I�'` f.�+ Y , �'' ; , � � , � ._ '�-_- , .. . i:_ _____ p � ;- ---- F., —_ -_ _ �' � �« � -�-�- � , -- ------- � � �� - ,_ � �� - -,, �-----__ --- -- , �a ��n_� � � I �-��;' � �' - ---__ Ir- ---- �� I '', '. ', .__.. ��— _--- i ----- -- I � � — - ------' �_._ _- —i ! � , il '� I, ___ ____ i ' i� POWER SITE PLAN � E-1 SGALE: �/tb"= I'-O" �� \l l� NORTH _ 5 __ _ _ _ __ _ _ __ ' _ _Q _____.._ _ ----- --- _ - � --_ _ .____..._.._ _ _--- -- - - 4A {/ �� '' (TY°.OF 4) 5 . 4 � b '� � �5 ' � 2 Q � '�,. -----. ..-- : ,--. ,_•�'7 � � I � �%—..*1''__ � , , I , , 2 b �kG "' �; . � --�(TYP.OF 4) " '� � b �� .. 4 �p � �. � ---------- ---� -— ��-;- --- _ -- �---- --�- __.!- ' i. ��:..-- - ------- HOMERUN NOTED GIRGUITRY TO PANEL"M51" 'VIA(AU UNDER6ROUND GONDUIT. POWER & LIGHTING PLAN - �� tN) STORAGE BUILDING G�j E-1 SGALE: �/4"= f'-O" � D NORTH GENERAL NOTESm I. ALL ELEGTRIGAL WORK 5FlALL GOMPLY WITM 2008 NAT!ONAL ELEGTRiGAL GODE AS AMENDED BY 2010 GALIFORNlA ELEGTF2IGAL GODE. 2. LABEL ALL REGEPTAGLES WITH PANEL DE516NATION AND GIRGUIT NUMBER. 3. GOORDIKATE ALL BRANGH URGUITS aJTLET LOGATIONS WITH ARGHI7EGTVRAL DRAYVIN65. 4. ALL BRANGH GIRGUIT OUTLETS SHALL BE PROVII�ED YVI itf IJF1N GONDUIT A�GONDt1GTOR5.DERA?E GONDUGTORS IN RAGENIAYS IN AGGORDANGE WITH NEG. 5. ALL(E)REGEPrAGLES,DATA,TELEPHONE AND PANELS ARE TO REMAIN,U.O.N. b. TrfE GENTER GR!P FOR GONTROLS AND SWITGHES SHALL NOT BE MORP THAN 40"ABOVE FINISHED FLOOR FROM TOP OF BOX. � ALL LI6t?T FIX?URES SFfALL BE PROVIBED WITH(1�GONpUIT AND WIRINb A5 REWUIRED TO GONNEGT BRANGH GIRGUITRY AND SWITGH GONTROL5. SNEET NOTES� �I (rU POLE MOUNTED LI6HT FIX'URE TO MATGH EXISTiNb. O2 M)�"G-WIITH(4)�6•(�)+�10 GU 64D. ROUTEp UNDER6ROUND. � (N)I"G WITH(4!+12.(U�12 GU 6ND PRpM(E)PANEL TC(hU BUILDIN6. ROU�GONDUIT UNDER6ROUND. �� (w CANDUIT RISER TO(1�U BUILDIN6. PROVIDE J-BOX AS REQUIRED. `� POWER GONNEGTION FOR MOTORIZED DOOR. PROVIDE MOTOR RATED SWITGH. � POWER GONNEGTION FOR THERMOSTATIGRLLY GONTROLLED 6ABLE EXHAllST FAN. PROV!DE MOTOR RA7ED SWf7GH AT EXHAUST FAN. GOORDINATE TERMINATION AND EXAG7 LOGATiON WITH MEGHANIGAL. (J PROVIDE PHOrO GELL GONTRALLED WALL MOUNTED EXTERIOR ViALL PAGK LIGHT PIXTJR�:.. GDOKUINATE EXAGT LDGATION WITF+ARGHITEGTURAL DRAWIN65. 8O (N)12 5?AGE SUB-PANEL"M51°FED FRpM(EJ PANEL"MS". SEE PANEL SGHEDULES FOR ADDITIONAL REGIUIREMENTS. �SERRANO E L E C T R i C I N C. f[�.� �,Q'� BG�� <�Z 'c. �. # rt � F OF CA1�� OWNERSHIP OF PLANS: n+.e�wNa.,ra.a.o.�r u«n�a a.me.m. n.wm.m.a ww�.a,e�a�n,ro«q d s«�o a.mc i�.no�o�..nv�r�.a wnn�.e a m.«a�..roo e.,�wae NM.ou!tlw nitt�n mvwil d S�nano ElecMC.N�c. ��.�,w��.��. mm um enpinnb N�.,ar 6 o.a�m0.e.�mo�n na �MW�P�^r�M M SYwe Fhablc.N[. z � .. U-: Li�i��.--! �_,., � � �.i• /V�,�",. Li-+,-a �'Y 7. �,...,_ ��.. W ��-.. ��... �:�..- o E � o rn ` U � N � O N f0 7 (�' O N � O J O N m "�" N 7 � N � -M Q O N � U � �LL C N Cn N N Z � N� � 0 � _ a ��'ti�. V`T �'� "' �\ v � � u� �� G Q W V �=Q U Q �� z° n� O � 2� � �� a J��c S�P 'u�* � N O Z � �O a � Z O z � Z ♦�/� vJ G� �Z �U OZ W� �Q U 0 Z N � W a � U W > � 0 � W � O � � � U 0 0 M N G O L � Q N � � Z J a. C� Z H _ � J � � W 0 � Uate/Revisions: 1 i.10.11 PERMIT SU9MITTAL Sheet No: E-1 �2011-LOUIE LEU ARCHITECT tNC. 5 a � � � ..i t� � � � � V� � � N I O' LIGHTING MANDATORY MEASURES:NOPIRESIDENTIAL LTG-MM Dme roj��:,rne i l/16/2011 The Forr�m at Ranch San Antonio lndoor Li hlin Measures: §!3f(d).ShuFOHControla _ ___ - � �For every 11oor,all inte�io�Igh!��ng systems sliall be e�ui�etl with a sooarate automat�c control Ic shut o!I Ihe lighl'�.rg. 1. Th��s auromalic control shali meet the tequire�nants ol Seclion 1 19 znd may be zn oaupancy sensor automalic llme swRch,or other devica caLuile ol av[omacicall�shutt:m�oH the;i9M�ing__ ____ �- - 2 Ove�r!de ior Bu�Iylnq Lightirg S'iwt�oft:The automatic twllding shut�oFf sysrem is pravtdad�A�h a manual,access�le override switch in sf h�of the li htc The area ot averride is�ol lo exceed S.OW c uaie ieet. $��g�h�, Automa!ic Conlrcl Devices Cerl��lied-.All avioi�alic control tlevices specilied are�e��il�,ed,a!I alternale e�ulpirrent s�all � � be certified antl installpd as dlrected by the manufaciurer. Fluoresceni Ballast and Lum�naires Cen�tied:All(i•.�orescem lixtu�es specilieC tor the pmjecf are cenilled and listed�n the y�11 t. pire�.ory A!I mstalled 1Lnures shall be cenified. y 13�(ai. Indn•Itluai Room�Area CoNrols�.Each room and area in'his bul!tling Is squ!pped w�lh a separate swilch oi oc�upa�cy sensor device�o�e2ch area with 11eor-to-ceiling walls Un�JOrm Redudion lor�rdiJ�auai R�ms�.A�I rooms and areas g�eater than I CO square teet and more than 0 9 wahs §13 f rb)�. per square Icot ot lightirg load shaJl 6o co�!ro!led with bi-'.evel switcn�ing for unilorm reduction ol Pgl-.ting wilhin Ihe room. Dayll�in Area Com�vl�.All rooms w:th�vindows and skylights thal are greater thar+.250 squaie leet ai��d ihat al!ow for ��3�� [he etlecttve use ol Deyllgh+In tl�e area shail have 50?<0+the lamps fn ench daylit area conholled by a seoarate svmch; - er the ellect�ve use ol daylic!�t cannc!be aemmpi�shed�ewuse the w��.ndews are coriinucus'.y sheded by a huilding en the ad�xeni bt.D�s iam c"shadln d'urin diflere�4 times o'Ihe ear�.s induded on plaris §13 t(c)�, Display LiQhting.Display Ilyhtirg shali be separately swdched on c�rcu'r,s that are'K`amps or less.6. Ouldoor U htin Measures: §t301c)1� MerMatorylight�ngpowerdete�minatlenlormedluinbasesodcelswlthoutpermanentlylnstal!�d6allasts ��Zla�. AI'pe�manenity Ins[alled luinina�.res w�th lainps raled over 100 Walts e�ther have s lanp elticacy ot al least 601umens er�4�t or are contro4ed b a motion sensor. y 132Ib)�. A;!Lumi�,airqs with!amps rateC grealer than 175 Watts ir hardsr.ape area.'�,ncluding Park!�g�is.buiking ertrances- cenop;es,antl aii outdoor salss areas meet the Cu�oN Requ�rements. _._____ §132(c!I'. At!permzn=n�fy�installed wldoor lighting�nee5 the control iequirements�isted. E�32��, 9ul!Cing!acades,paMing b�s.garages,canop��er.,a�itl o�tdoor sal¢s areas meet!he Multl�l evel I Ighting ReQUliement � I!slfd. ..___—_--'--.—_—_-----_.__._ �SERRANO � E L E C T R I C !N C. f �•a`�G BG�' 4% � �Q Z 't. # * P F oF G,vF°� OWNERSHIP OF PIANS: m...aA.ms.rMn.d�eaw om e.w�.w �n.e��.�r a.ww�.m�e u awMr d s.rrvm EAetrk.�x.ae mi.�e�•.i�e• unbN�aiYM VY W U�w pm�N�d meM MM tlw nitlw+oen�sr0.W S�rrvm Ei�vC�c.Iz. Reu�M bwr 0o0umw+�a lu %OUw V%p� Rln G�^�^^M 9rrero�c.�e.�IM � � . �•. t �"'_' y -i V�-�:..... � �..r, �... W'.'_ � ., F �".-.: o,�: o � m o q � U � � U � vi � O N (� O O �J O N � �N 7 � � � .� Q O N � 2 @ VLL � (n N N Z � cD� t"7 N� O � L a '�F'Gj�` b� ti� � v O U k' m " � v � °< , I`t W N :wa �U ¢ � ��U k w �iO z M O � S2 � �� "�J��* SCP a � N O Z U N O a c 3 L � Q N c� N O Z O � U � O Z H �r� a � O vJ U W �O o W �_ �U W z Q Z o �. (l.� � N � W � J =F— a � F-Q � F- N Date�Revisions: 11.}0.11 PERMIT SUBMITTAL Sheet No: E-2 �2011-LOUIE LEU ARCHf?ECi INC. � � � � ..� J 6fr � �. � V Yd W � SERRANO E�L E C T R I C I N�C. �,Q'�G B�� 0 Z 'c. # * �P F OF�A1.1� OWNERSHIP OF PtANS: tn�.aa.u,w.�a.a.e.�noaw�.ma a.bn.<.. �.mm�«w a..�ne.ma mw`+non.ro a s.,�o ri.cm.�.uo�.+i:em.�•v�w.o, v�e�mro.e u«a m.»Wom wwn e.mee. dtlwN IM wXln aonnl M S�mm fLNk.Inc. RwM A tlwp EecVrthnb fx ary o1M qo{rt1 tnm Mal MY�/�'4'�^DrvMGW.IIMN�n �rRtn 0��^o�S�rrv EHtlrlc Yie F"�_._. �r/�^.,. W' � f— _.. = i U . L..l��._:''. �:�, ��..�._ W"..� �._.� �b.,.,3 �-. �"�,` �j�,. o � � o � U Q7 L (C � U � � N � O N � � � a o �J O N � `�' N 7 � � � 'M N .-. Q O N � 2 x U � �LL � � N � N Z � M � c'') N � O tY L a '��'C T# ��' c� 4'J � "_' ��\ r . � N3 Q �w �i '<i< U 4 O� o �� l� w �0 z M O � S2 � �� a ,�� ,�p, � /�* S c� N O 2 U N O a � Z � � Z Q Z Q � �� _ �U Oz W� �Q a 0 z � � w a � U LLI i � a � W � 0 � � � U a � M N � O � W H X W � N W � � � Date/Revisions: 11.10.11 PERMIT SUBMITTAL Sheet No: E-3 m2011-LOUIE LEU ARCHITECT iNC.