The URL can be used to link to this page

approved plans_6.pdf REVISION TABULATION CONTACT INFORMATION PROJECT DESCRIPTION VICINITY MAP OWNER INFORMATION: PROJECT INFORMATION: ALLOWABLE FAR: Jonathan Lin Project Address : 18651 Barnhart Ave . 5814 s . f . x 450 = 2, 616 . 3 s . f . 18651 Barnhart Ave . Cupertino, CA 95014 Cupertino, CA 95014 A. P .N. 375-26-038 EXISTING FAR: Zo � n : R-1-5 (1490 s . f . + 552 s . f . ) /5814 0 . 35 DESIGNER INFORMATION: Land Use : R-1-6 Low Density Caleb Chen ot rea : , 14 sq. . PROPOSED FAR: 2906 Creek Point Dr . File# : (E) Living Area : 1490 . 0 s . f . San Jose, CA 95133 + (E) Garage Area : 552 . 0 s . f . cachen7@gmail . com (N) Addition Area : 409 . 3 s . f . 510 . 676 . 3316 1Bb5i B$mhartAvenue 1 Total Lot Coverage : 2, 451 . 3 s . f . ENGINEER INFORMATION: Proposed FAR: 0 . 42 Wesley Liu Engineering, Inc . DESCRIPTION: 06.12.2017 7246 Sharon Drive, Suite 0, 1 865 1 Barn hart � �� San Jose, CA 95129 Existing one-story house addition, adding ■ 408-973-1839 one new bathroom and one new bedroom - 409 . 3 sq. ft . � LANDSCAPE ARCHITECT INFORMATION : � uert�n o A 950 1 4 ALLOWABLE LOT COVERAGE: Kitchen, Master bedroom, Master bathroom _ � ' S814 s . f . x 500 = 2, 907 . 0 s . f . layout change and remodeling. PROPOSED LOT COVERAGE: MECHANICAL ENGINEER INFORMATION : (E) Floor area + Garage : 2238 . 0 s . f . (N) Addition floor area : 461 . 9 s . f . (N) Covered Entry Porch : 13 . 7 s . f . ------------------------------------------ T24 INFORMATION: Total Lot Coverage : 2, 713 . 6 s . f . Carstairs Energy Calculations P .O.Box 4736 Existing Lot Coverage : 38 . 4 o San Lu�s Obispo, cA 93403 UTILITY INFORMATION ABBREVIATION Proposed Lot Coverage : 46 . 6o timmycarstairs@yahoo . com 805 . 904 . 9048 � � �� FIRE DEPARTMENT : A.B. Anchor Bolt MATL. Material A.C. Asphalt Concrete MAX. Maximum BUILDING SET—BACK: ADD'NL Additional MFR. Manufacturer Existing Required A.F.F. Above Finish Floor MIN. Minimum Fr'Orit Set-back: 20 ' —0" 2� ' —�" UTILITY CONNECTION: ALT. Alternate MISC. Miscellaneous � Rear Set-back: 2� � —�� 1� � -0�� AMP. Ampere MTD. Mounted Owner and Contractor to coordinate SHEET INDEX a lication and installation Of water dS Approx. Approximate MUL. Mullion Left Side S .B . : 5 ' —0" 5 ' —0" Pp i g i ASME American society Right Side S . B . : 7 ' 6" 5 ' -0" waste, electrical, cable, phone, etc . of Mech. Engineer N. Nortn � NEC National CONSTRUCTION WASTE MANAGEMENT : BD. Board Electrical Code HEIGHT: ARCHITECTURAL: BLK. Block tv.G. tvatural Gas � � Owner and/or Contractor will provide BLKG. Blocking N0. Number Q (E) Building Height : 13 ' -6" AO . 1 COVER SHEET documentation for county/city requirements BOT. Bottom N.S. No Scale ' O B.S. Both Side N.T.S. Not to Scale � Max . Height : 28 ' -0" A0 . 2 BEST MANAGEMENT PRACTICE and conformation to waste/recycling plan . B.w. Botn ways � � A1 . 1 EXISTING / PROPOSED SITE PLAN o/ Over � CAB. Cabinet o.c. On Center I� �i A2 . 1 DEMO PLAN C.L. Center Line OPNG. Opening A2 . 2 NEW FLOOR PLAN CLG. Ceiling � � A2 . 3 ROOF PLAN COL. Column PG&E Pacific Gas & � � CONC. Concrete Electric � A2 . 4 NEW ELECTRICAL PLAN Co1vT. Continuous PL. Plate A3 . 1 ELEVATION P.L. Property Line � O DBL. Double PLY. Plywood � � A3 . 2 ELEVATION DET. Detail P.P. Power Pole � � A3 . 3 SECTION DIA. Diameter PSF Pounds per S.F. A4 . 1 DETAIL DIM. Dimension PSI Pounds per S.I. � �� DN. Down P,T. Pressure Treated � DW. Dish Washer � _ � STRUCTURAL: REFR. Refrigerator �� E. East REQD. Required v� � EA. Each REV. Revision � � S O GENERAL NOTES & SHEAR WALL SCHEDULE EL. Elevation RM. Room � � S 1 FOUNDATION PLAN ELEC. Electrical � � � S 2 FOUNDATION DETAIL s. south FND. Foundation SCHED. Schedule S 3 ROOF & CEILING FRAMING PLAN F.F. Finish Floor s.F. square Feet S 4 FRAMING DETAIL F.G. Finish Grade SHTG. Sheathing FL.LT. Fluorescent Light SPECS. Specifications FLR. Floor SQ. Square FTG. Footing SYM. Symmetrical TITLE 24 : BUILDING CODE G.D. Garbage Disposal T&B Top & Bottom SEE SEPARATE FILE ATTACHMENT GL. Glass TEL. Telephone 2017-�4-15 GND. Ground TEMP. Temperature GYP. Gypsum Board TEMPD. Temerped T&G Tongue & Groove Occupancy: R-1-5 H.B. Hose Bib THK. Thick Single Family Residence HDR. Header T.P. Top Plate W� Attached Gara 2 HT. Height T.V. Television g HVAC Heating TYP. Typical TYPE: V-B (Non-Sprinklered) vent�iat�on & A�r Conditioning U.B.C. Uniform Building BUILDING CODE: Code COV E R S H E ET IN. Inches UNF. Unfinished All Applicable Current Codes of the zNCL. znciudes U.O.N. Unless Noted State Of California, County Of Santa INFO. Information Otherwise INSUL Insulation Clara, and Cupertino Municipal Code . INT. Interior w. west w/ witn 2013 (CBC) California Building Code JST. Jo�st w.c. wasn cioset 2013 (CPC) California Plumbing Code JT. Joint wDx. water xeater 2013 (CMC) California Mechanical Code KIT. Kitchen w/o w�tnout 2013 (CEC) California Electrical Code W.P. Waterproof 2013 (CRC) California Residential Code LAG. Lag screw WT. Weight LB. Pound 2013 (CGBC) California Green Bld' g Code LT. Lignt A0 . � SITE PLAN NOTE 01 Existing gas meter to remain. 02 Not in use. 03 (E) Electric Panel, add new sub panel as needed. 2'PublicUtility 2'PublicUtility 04 All trees to remain, one fruit tree to be removed. Easement 5'Public Utility Easement 5'Public Utility _ Easement � ' �' �- v � Easement �,i';"� \ �M .-_ � s�,'J�"�`" � ��J �, �' ��? �, � _ > � �,y ��\ Existing sewer line, no work in city R.O.W. install ' - � �, , �� ' „� � j- ,, ��.�^� %� � "�T � �� - ,�, _ �,= �^� �- ��-' ' ��-� �� , new cleanout within property line if needed� ( ,; �� ' � a ;� (��,,, �;fi-� � G�,I � � ..�� n�l � � � r� a, �, � o N�a�= � G�� ' � <�:�1 0 5 � ` � ` � � � `' � ��' � �v ti�� `�' � � �', ' � �:�' ��, �, �� ' � � <�� `��, ��, �, �� :,✓ 06 (E) water meter re lace water meter as needed. r I � ��`� � `��' ' -��'�� ;� � �' � r , � `�' E _� � � � � �r ❑ . P �� c� �,� � , ,�, � _�� 57_02------------ _ , —��— — � y� � _ � � � ------- , — �., — — , ��`-� �' � � � �:"� 57 02�---- �� '�� Install splash blocks at all down spouts to ensure � , - -�.� � , - - �"�-�'� _ _�- Pr��' �� E>sHRUBs - ��-� ��-�-� � �Pr�� E>sHRUBs roof water is directed away from the foundation and (E)SHRUBS �` � � (E)SHRUBS � � �� 7 any downspouts that connects directly to the storm , � �E>�awN , � �E>�awN drain system, which shall be disconnected and drained ;�.�� toward landscaping. � r �k�, �=c �' �� s ;�� ' � � ' ,�< �J Ground immediately adjacent to the foundation shall be �� `� BACK SETBACK LINE(10') �� O 8 0 ,��j �N�coNc.wa�Kwav�� sloped away from the building at a min. of 50 . _ _ � w7so�ss�m _ _ s �� c � �'� — — — — Q ,�- ---------�EWA��r��B��AR�--------------�� C`�,�� — — — — ----- � Contact city Public Works department for necessary z ' ' ;�� .' �N�o�tdoorFa��et ��"'s°'� 09 inspections, including, but not limited to; grading, R�� r C� � (E)LAWN o �i (E)CONiC.PAV MENT � (E)LAWN n ac ess �'=- � � ��Q TO BE REMOV�D '� --- � L � I Q Q I �N storm drainage, and public improvements . �E>�RaoiNc, o ��m ' �E>�RaoiNc, � vw I Contractor is responsible for dust control and NOCHANGEPROPOSED Q iz �� NOCHANGEPROPOSED LJ N BEDROOM#3 l� insuring t.r12 area adjacent t0 trle work 1S left 1T7 d I � o ° � I � N ATH#2 � 1 I " ❑ �� z clean condition. I o �Q ��, I ¢ Iz BACK SETBACK LINE(20') ' I — � — �E>oRaNCETREEToaEREMovEo. � Building meets or exceeds the requirements of the � - - - - '� TREErRUNKo�a,o° - - - �" 11 California Building Energy Efficiency Standards 4 .201 . 1 (E)ELEC.METER, I i ' ��E)CONC.WALKWAY� —� i (E)ELEC.METER, I ELEC.MAIN PANEL / ELEC.MAIN PANEL � i � ❑3 =� � I r________________________________________________ I / I (N160685L (N120405H(T) . . / ____�_____________________� ' / _� ____ iN12'6 � / i �'' i � I''�� 1 w / �/ i [1�vw i � w / �/ GENERAL CONSTRUCTION NOTE � ' � 0 ' � �j � � �J � �j � I ; o��, � � / � I � N M.BA � � / � Working Hours : No work shall commence on the job site I , ; ol � � � (E)MASTERBEDROOM T�b � � � � prior to 7 : 00 am nor continue later than 6: 00 pm, Monday � � m� � � � / 01 � � z' � N DINNING ❑ � � o� c� � � 1_� c� � � through Saturday. No work shall be done on Sunday unless � - z � i ��= z � � �' � - � � � - � � rior a roval is ranted b the Buildin Official . � � o � � �N�z,s o � � P PP g Y g � ' I _ `�� m � � � m _ � � I _ � _ � 22"x3°" - � General Contractor GC shall verif all under round � �I'� Q ` � z, � _ � I � A�� _ � ( ) Y g Q Q� I w �I (E)RoofRidge (E)RoofRidge ; ' z z � // � I z ' �c� z z / // � utility locations prior to excavation, trenching, or I J �� J �- � � I J J � � � grading of any kind. GC shall coordinate with applicable �E�coNc.wa�Kwav �I �m �M I � ° � � cE)coNc.wa�Kwav �� ° � � 02 utility companies when rerouting electrical, telephone, Q � � � / I � � �j � / cable TV, gas, water, sanitary sewer service, or any � m�i (E)sky��gr,r �i 0� �-�— ' � g��i i 0� � N W.LC wl �, w � �'� � w � /' other utility. GC shall maintain all electrical and � c�� x° / � � �' (E)BEDROOM#2 ��N � ° / communication systems in house at all times . I o', ', o o �� o (N)LIVING ROOM ',� o o �� v,l Q� ; u, a / / � � v, 1= u, a / / � All work is to be performed in accordance with all ' � �, �, Q � / � '°''2' k '" `°ET 'I Q � / governing codes, ordinances, and regulations . GC shall � � I � N �j � � � � — — � N �j � � become familiar with all city aspects of working. GC �N,z,4 � �i �i � � (E)CLOSET � � I � �E>RoorR�age � / � I — �N,BookShe�f / � 03 shall be responsible for coordination and execution of o I ��, �, o � / // o I , o � / �j the work shown or implied in the Construction Documents � � I ��,� ,�� I � � ��. / � I �w I , � � � � ��. / (CD) and is responsible for construction means, methods I ' � o � � I �� • � and procedures . � Q'�o �"d� �m i � � � � 3 o i �� Stove � �� . � ,E,SkY�; t � � GC shall coordinate all facets of his work and all � I I / / / � z I (E)BEDROOM#1 E BATH �; / / / r inv lv v i nfli in h 1 i n , � � � � � t ades o ed to a o d co ct t e ocat o , _ I , � � ; Fr�age (E)KITCHEN ',a � , �E>coNc wa�Kwav � cE>coNc wa�Kwav � installation and construction of all items of work as i i , / � i /. � � '� / � � � / � � 04 indicated on the CD. If an�7 work is to be installed b�7 ,/ UJ I (E)SkyLlght i / (/� I S�ink I � 1' 1' � w � � � / � w I � � / � � � � � the Owner directl allowance for the Owner s work must � � . I � I Y � � � � � � � -- - -��,Q_ � � r � --�- - � � � , , � � � � � � I � - �N;so3o�M � � � be made. Coordinate with Designer and Owner. � i i � (e)FURNnce (e)w.H- �� ; �; �� j �� j GC shall leave the job site "broom clean" at the end of � // // � � �� _ --- ------- - - � � . '" ---- - - �� / / z � �� 05 each working day All materials shall be stored in a z � '� '� � � �� neat and safe place to avoid accidents for construction � / � ' ' (E)WATER MAIN � � / 0 I � / (E)WATER MAIN / �°m � I I �, � �m � � �, and for the owner. // / � I 'i a� 'i (E)GAS METER 0 C� // / � I 'i � (E)GAS METER 0 C� w � o � I w In case of any discrepancy in the CD, GC is responsible � � �� ', 3,� � 3,� �', '� � � � �� 3 �i � 06 to consult with Designer before proceeding. � � o I �, w �, � � o I � �� z I '�� '�� ' � � � � �� z I I �o 'i � � � No dimension shall be taken by scaling from the � � � � �, �, (E)GRADING, / / � � �, pe cE>�RAo�N�, I drawings . Details take precedence over general sections � // / o I ��, I NocHaN�E � I / �j � � � = I NocHaN�E � 07 or floor lan. If dimensions must be clarified consult PROPOSED � � I PROPOSED � I ❑ p , � / o I �� I � I , � / o I � I � wi t h t he designer. / / �j � � I �I / �j � � I Verify all dimensions on the job site prior to ordering / / Q I (E)LAWN I // / Q i I � � � (E)LAWN i O H � � � / \ � � or manufacturer. I � � � I GC shall review all architectural drawings before I � � I � � framin . Coordinate recessed li ht fixture locations � � � g g I '�, '�, � I � shafts and HVAC ductwork prior to framing, . It is � � � � 09 I � � I � ❑ im erative that framin member locations do not conflict - -- - - -- - - -- � � -- - - � G�i P g (E)WOODFENCE � i FRONT SETBACK LINE(20') � (E)WOODFENCE � i FRONT SETBACK LINE(20') g i with locations of recessed light fixtures or ductwork. � `� i `� � If conflict is found notify designer immediately. - "� GC shall install all a liances s ecified and all new ---- � � � PP P � �� _'� � �� ` W � e ui ment accordin to the manufacturer' s instructions . '� 6 � �` �i � ��6�-`�� i � �� q P g W� All guarantees, instruction booklets and information ��-�� E��nwN � � �� E��wN � � regarding new equipment shall be handed directly to the n � � W W wn r in m m �il nv 1 h im f n i 1 10 0 e o e a a e e o e at t e t e o substa t a E DRIVEWAY I E DRIVEWAY I � P i O O � �� I �� I completion. GC shall verify that every piece of � � � ��" � � � E sHRUBs � ��" � � � , E sHRUBs � equipment and every appliance is in perfect working � � � � } ` � � � I� } ' � � `� �� order and that information about all warranties and . . . . � W � � W � � I . �� . �� uarantees is made known to the Owner. W � W � g ■ �' �-� � � �� - � � � � � � i� � � � � � �� i� � � � � � The installer of each ma ' or unit of work is re uired to 1� r�� g� �� g, 7 q � � �� {�- � � � � c� � g c� � � �� {�- � � � c� � g c� � � 11 inspect the substrate and conditions to receive work and � �'-�-V �� 57.0� � �'-�-V � 57.� -- � ---------- -�� shall report all unsatisfactory conditions are attained. � o � � _� _ � , �` ____ - � - - ----- - _ . _ . �� For mounting heights not clearly outlined in the plans � 2'PublicUtility I ❑6 �E)WATERMETER (E)SEWERCLEANOUT 2'PublicUtility I ❑6 �E)WATERMETER (E)SEWERCLEANOUT OY� schedules, coordinate W1tr1 trle Designer immediately. I� � Easeme�t �� Easeme�t �� 12 Designer shall confirm all electrical device and light � � �E�s�oEwa�K � �E�s�oEwa�K fixture location before contractor pulls wires . � Provide solid blocking as necessary for wall mounted w � � shelves, fixtures, and fittings . Even when work is to be � w 13 done by the Owner directly. Review scope of work and � Q location from interior elevations and coordinate with � _ Designer and Owner. � � 14 All fastening devices to be concealed, unless � � otherwise shown. � � � � � HART AVE. HART AVE. EROSION & SEDIMENT (SWPPP) J °,�° C� BARN BARN Owner / Contractor shall be responsible for monitoring erosion and sediment control measures prior, during, and 01 after storm events . Utilize "Best Management Practice (BMP) as required by the State Water Resource Control Board. 2017-04-15 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- Reasonable care shall be taken when hauling any earth, sand, gravel, stone, debris, paper or any other 02 substance over any public street, alley or other public places . Should any blow, spill or track over upon said public or adjacent private property, immediate remedy shall o�Cur. EX I S T I NG & During rainy season, all paved areas shall be kept clear of earth material and debris . The site shall be p R 0 P 0 S E D 03 maintained so as to minimize sediment laden runoff to E� I ST I N G S I T E P LA N P R O P O S E D S I T E P LA N any storm drainage system, including existing drainage swales and water courses . P L AN �� Construction operation shall be carried out in such a eale: 1 8 = 1 '0 Scale: 1/8 = 1 '0 manner that erosion and water pollution will be 04 minimized.State and local laws concerning pollution abatement shall be complied with. Install fiber roll and/or temporary silt fencing along 05 side property enough to protect construction site and to direct water to backyard lawn area. Refer to Sheet A4 . 1 for illustration of installation details . 1 . 1 DEMO PLAN NOTE General contractor shall demolish per the current CBC and/or per local code requirements and demolish only 01 those areas affected by the work. G.C. MUST verify demisions, and clearances as approved by Planning Department, and shall obtain clearance to start demolition. General contractor shall notify the designer 02 immediately of any discrepancies that may affect eh work prior to commencing. General contractor shall inform designer/owner of 03 termite damage, dry rot, or other defects uncovered by demolition work Demolition includes all plumbing and cabinetry to be 04 removed. All of those items not indicated on the plans shall be arrange between owner and general contractor General contractor shall provide proper shoring of 05 existing structures as required per CBC and.or local code prior to roof and wall removal . The general contractor shall verify with plan (s) and a R EVISION 06 field inspection for all windows, doors, and walls to be removed. The general contractor shall field verify existing p7 electrical, mechanical equipment, plumbing and remove as required. �---------------�,� -------; � -----, ; All hazardous materials must be disposed of per local II I � 08 state and federal regulations . �I �I �� G.C. Shall cover and protect existing hardwood floors, Remo�es��dyroomana�omb�ne '� '� 09 plaster walls, exterior fixtures, trees and plans that to master bedroom �i �i Remove Exterior wall a r e t O rema i n. I, I, �'„ The general contractor shall field review all new (E) STUDY ROOM �I �I (E) MASTER BEDROOM ��, � 10 laqdscape �reas with owner and save existing plants re uired b the owner. � � I � � /_LJ ��- J 11J The general contractor shall save all plumbing and ' ' electrical fixtures requested by owner. Contractor shall reuse existing water lines and r�, Removeexistingwall RemoveFirePlace 12 sanitary sewer lines under existing floor if all � �� , possible. � , � , �� '� � � � � „ „ �, , The general contractor shall provide the I I �E)CLOSET ', ', ` �� ---------, I „ „ �- , � � , 13 designer/owner in writing with a detailed outline of ' ' ' '' �� (�) FIRE PLAC� I demolition procedures prior to start demolition work. , �-� � � r--- � � � , � � � Ii r� �-------------� `-i----------------------- � --------------------� �—� ��----------------------- / / Demo and enlarge existing closet Remo e xisting M.Bath and change to W.I.0 � o USABLE REAR YARD CALCS. r ---- -- � �� E BEDROOM #2 �1 � �'� �'� O EM. ATH „ �, �, First story rear yard setback may be reduced to 10 ' if '�, '�, the Usable Rear Yard Calculations is met. Width of the lot at Front Yard setback line (20 Feet) , ��---1-- � - � `-------- �I �I - 57 feet , (E)CLOSET E DINNING �� _________________ Minimum Usable Rear Yard Area Required: � ----1 �T--------------- ---�- ��- ��- � � � -- --��----� �� „ ��- �� 57 ' x 20 ' = 1140 . 0 S ft. � , , � ' � � X�) �? ' �STORAGE (E)CLOSET I � S�W q � ------------� �E)CLOSET �----s�, , � �� L1 , .; �., .; ; � — � � �- --I �,^• ��• =� '- ----------------- — — ------z� ` � � -------------------- Removesidedoor Existing Rear yard Usable Area: Demo and enlarge existing doset � '� \` 5 7 ' X 2 8 . 5 ' = 162 4 . 5 Sqf t. for bedroom#1 Remove closet and change to built-in bookshelf �`� Maximum Building Addition allowed: _ �, __� -_- 1624 . 5 Sqft . - 1140 Sqft. = 484.5 Sqft. � �� , � � � ------------------------------------------------------ (E) LIVING ROOM (E) BEDROOM #1 E BATH ',r,l, 50% Width allowed of new addition based on the tne w ° (E) KITCHEN � � existing house : o �I �I 43 . 33 ' x 50o Allowable = 21. 67 ' - ,r,, II Proposed addition width: �� = 21 ' � � � z ( S H E '� '� � � � � �� -, \i i\ , -------� �---� (E) FURNACE (E)W.H. � Remove and relocate front entrance rJ 7 . O 2 � � � BACK � � � � O 8 . 5 21 ' � � V, 10 � '�+ � �� _ 43 . 33 ' � Q rn rn � _ � , � � -� o EXISTING o � � � HOUSE � � � O (E) GARAGE � ,_ m � � 5� , z � � 20 ' � � � � FRONT � � � � i� � 57 . 0 ' � � � � / �� 2017-04-15 / `� / \ / �. � � DEMO P LAN DEMO PLAN Scale: 1/4" = 1 '-0" A2 . 1 �--� Section A FLOOR PLAN NOTE 20'-28" � Ol All dimensions are stud to stud. 2'-11" 17'-38" � 02 Exterior windows and doors to be centered to wall unless otherwise noted. (N) 3016 SL(T) 03 Not in use. (N) Outdoor Faucet � 2 "x30"� ��'-�g" 04 Not in use. i h L A cess J� _� 05 Attic access to be min. 22"x30" . CO =N �N �p 0'] � �� - - � i �� - � c� � � ~ �� 06 (T) = Tempered Glass � � � CD X � �IN U Cn � �' O � � I I v, � Range exhaust pipe discharge to the outdoors and be �JI N ATH #2 � �N� gE�R��M #`� I li � �� equipped with a back draft damper. i ( )8'o"Ceiling (N)8'o"Ceiling � � �°� Egress Window: All escape or rescue window shall have � z � � " a min. net clear operable area of 5 . 0 s . f. (1st � � � floor/to grade) 5 . 7 s . f. (2nd floor/F.F. ) . The min. 24'-316" ; 08 net clear operable width dimension shall be 20" and REVISION (N) 2i4 min. operable height 24" . Max. height from floor to = sill shall be 44" or less . 7'-104�� 12'-016„ 4�_411�� 0 7'-92�� -ic� � � Egress Door: At least one degree door shall be °� z �� "' provided for each dwelling unit. The egress door shall (N) 6068 SL (N) 204 sH �T) - -- � �Ico be side-hinged and shall provide a min. clear width of - - - - - - (N) 2i6 C° 32" when measured between the face of the door to the 14'-11 9° � �.,� � �9 stop, with the door open 90 degrees . The min. clear 16 � c� � height shall not be less than 78", measured from the � v o o top of the threshold to the bottom of the stop. This L =� door shall be readily operable from inside the dwelling w/o the use of a key or special knowledge or �,�, effort. � � N M.BA i i � � i Shower and Tub/Shower combination in all buildings �� (E) MASTER BEDROOM (E)8'0"Ceiling � � ; 1� shall be provided w/ individual control valves of the � Tub "o � I� �� pressure balance or the thermostatic mixing valve � (E)8�0��Ceiling , ,, N N DINNING � � �° type . 'u � � � � z i i (N)8'0"Ceiling I I 11 Not in use. (N) 2/6 � 122'x30"I �co The max. hot water temperature discharging from the �°' � NI ttic I � 12 bathtub and whirlpool bathtub filler shall be limited 8'-11-" � to 120 deg. F. � 2 w I A cess I a' v � —J cYilco Tempered glass door and enclosure, typ. wall covering N shall be tile w/ cement bed 72" min. above drain at i � 13 shower or tub/shower combination. Materials other than i �� ,� structural elements to be moisture resistant, typ. � w �w Walls/Ceiling shall have min. z" type-x sheetrock °J N W.I.0 14 between garage and residence . 8" type-x sheetrock on �� garage ceiling when living space is above. �� 2�_ � (E)Vaulted Cei i�g z (E) B E D ROOM #2 � I = J Al1 exterior walls to be min. 2x4 with R-16 insulation (E)Vaulted Ceiling �'�� (N) LI�ING ROOM � 15 per T24 . � (N)8'0"Ceiling z Water heater venting system sized and constructed per 10'-42" (N) �LO T V manufacture' s specifications . CPC 510 . 10 . 3 Piping sha � � — � 16 11 be sized and installed in accordance with CPC CH. 12 i� Tankless heaters may require an electrical connection _ _ _ _ �, � and an electrical permit may be required. (N) 2/4 (E) CLOSET - N 20'-48" — — (N) Book Shelf — — — — — �� 17 Not in use. ou� 3„ New Hood 9„ � �w � 3�-7q I. g�_g�� Exhaust I- 4�_ �� 2'-716 � 6'-0" cv � " ` �` �` � A minimum of one emergency escape and rescue opening c� oJ ` � shall be provided and installed in each sleeping room. �� i � � These windows shall open directly into a public way or z� �,� � � N --- Stove --- � 17 to a yard or court that opens to a public way. Minimum v I Ne`^'ce'''�gat8' opening is 24 inches in height and 20 inches in width (N)8'0 Ceiling � with a net clear opening dimension shall be the result (E) BEDROOM #1 E BATH _ � _ � of normal operation of the opening. N � (E)Vaulted Ceiling (E)Vaulted Ceili g o Fridge � (E) KITCHEN �� I N o � � 00 0� Water Closets shall have an average water consumption Q NewKitchenCabinetsandFixtures g z 18 Of riOt more than 1 . 28 gallons per flUS�7. (N)8'0"Ceilin �� 6'-0" 3�_�� 4� �� " - I � (CGBC 4 . 303 . 1 . 1) 0 w � � o __ Sink I �' �� Shower heads shall have a water flow rate of not more I � `� ; 19 than 2 . 0 gallons per minute at 80 psi . , �� (N) sio �� (CGBC 4 . 303 . 1 . 3 . 1) � � O O �N) 6030 C�1 � o �� ' � The maximum flow rate of residential lavatory faucets shall � (E) FURNACE (E)W.H. , N � � � 20 not exceed 1.5 gallons per minute at 60 psi. (CGBC 4 .303. 1 .4 .1) ■ � � New 4x4 post � � _ —� forroofoverhang The maximum flow rate of kitchen faucets shall not � `__Section A 21 exceed 1 . 8 gallons per minute at 60 psi. � � (CGBC 4 . 303 . 1 . 4 . 4) � � � Shower stalls shall have a clear interior finish area '� � of 7 . 1 sq. ft. and be able to accommodate a min. � � , � � 22 30inches circle at the threshold level . These clearances shall be maintained up to a height of 70 w � � 22'_2" inches above shower drain. (CPC 408 . 6) = w - � � � 0 � Shower compartments and walls above bathtubs with installed � 1 � ; 23 shower heads shall be finished with a smooth, nonabsorbent M �� 06.12.2017 0o surface to a height not less than 72 inches. (CRCR 307.2) W yr � � New Shower should have a swinging-out door. Control valves � � � and showerheads shall be located on the sidewall of shower z � � �,,� j ? 2 4 � � compartments to allow bather to adjust the valve prior to � N ( stepping into the shower spray. (CPC 408. 9) � � � � � � J � V / \ \ / \ � � 2017-04-15 / \ / \ � � DEMO P LAN N EW FLOOR PLAN Scale: 1/4" = 1 '-0" A2 .2 ROOF PLAN NOTE 01 Class "C" comp. shingle roof, max. 8 psf. �-------------------------------------------- -------------------------------------------- 02 Typical gutter downspout. ' ' 03 Typical eave depth 1 ' -6" at 1st floor, 1 ' -0" at 2nd j ��, (N)Typ. Eave floor roof eave. ' ' Depth 18" 04 6" typical gutter. � � � � � � � � eave vent at every four block, typ. covered w/ � � j � �I 05 corrosion resistant metal mesh opening of 4" . ; � I � � � � �I Discharge point for exhaust air will be at least ' a ' � 4:12 � 4:12 � 06 3-feet from any opening which allows air entry into ; ; occupied portions of the building. � z I j � �I RWL directed to splash blocks or other impervious ; ��, surface that deflects water away from the building, 20 � �� slope to landscape area, typ. The found immediately � �� adjacent to the foundation shall fall a min. of 6" w/n � '�� the first 10-feet (50) measured perpendicular to the ; I face of the foundation wall . � I ' ' Provide continuous 2" wide soffit and certified R EVISIO N I �I 08 radiant barrier-polar ply at underside of the plywood. � � r- —--------————----------——-------------——----------————-----------———- ———- -i------------------------------------------- , ', PVC insulation shield to hold insulation and keep a 1" � �� ' 09 min. space for free flow of air. � , � , � , � , � , ' � ' Insulation shall not block the free flow of air. A � , � �� I � '� �I 10 mnsulation apdCthehroofbsheathidgd between the � , � , � � , ; �j� �', ��P�� , Opening' s for ventilation shall be covered with � � ��, J`a I 11 corrosion resistant metal mesh with mesh opening of ' �� p� I 0 . 2 5�� I o��`�� o I 12 Surface water shall be managed to drain away from ,y buildings . CGBC 4 . 106. 3 � � � , � � , � , � , � , � , � , � , � , � , � , � , � , ' � � '� '� ATTIC VENT CALC. � �� I � i i i i (E) Roof Ridge (E) Roof Ridge �� '', Requirement: , , , * Eave Vents - provide 1 s . f. of ventilation per 150 s . f. ; �� of attic area, include area w/ flat ceilings . Eave vents ; �, �, I, shall be at each bay where joists are 24" o. c. (S . S.D. ) . i � � �� I Provide four 2"� ventilation holes through the � , structural blocking. I ; � (E)Sky Light 'I New Area : 409 s . f. (392 . 64 sq. in. required) ; I 409/150*144=392 . 64 sq. in. � ; � , ' �' 2 ventilation bay loss *42 sq. in (per bay) = 84 sq. in. � , � , � , � , ; I Required: 392. 64 sq.in.+ 84 sq.in. = 476. 64 sq.in. � ; � , ; ��, Provided: ; ��, - Eave Vent: 6 bays *42 sq. in. (per bay) = 252 . 0 ; �� - Low Profile Vent: 4 vents *72 sq. in. = 288 . 0 � , � , � , ' � ------------------------------------------------------------ ; ��, - Total Provided in Attic Area = 540.0 sq.in. � , � , � , � , ' I � , � , � , � � � , � ' �� J� '' � � I �� oo� �I � � � �// I ' � (E)Sky Lig t � '' � , � , � , ' I � , � , � , � , � , � , � , I �I � � � � (E)Sky Light ' I ; � , � , � � �-- -� r- ------------------------------------------------------ - -------------- -------------- i i � � i i i i i i i i ' ' 4:12 4:12 � � � � � � � � � I � � � � � � � I I � � � � � � (N)Typ. 6" Gutter I�1�■ � � and Downspout W I � � � � � � � � � � � � � � � � � � � � � o � ; � ; 3:12 0 3:12 ; �' � � � � � � � � � � � � � � � W � � � � I I � O � � � � � � � � � � � � � � � � � � � � ■� � � �� 'A � � � � � V♦ � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ' ' 2017-04-15 � � � � � � � � L J RO 0 F P LAN ROO F P LAN Scale: 1/4" = 1 '-0" A2 . 3 (N) 3016 SL (T) 3 E L E CT R I CA L N OT E (N) Outdoor Faucet ,� � 22°X3o"� % tiEJ � Attic � All 125-Volt; 15- and 20-ampere receptacle outlets � h � Access � w 01 shall be listed tamper-resistant receptacles per ' �--- - CEC406 . 11 � I� n � �I Provide general use electrical receptacles spaced so � � W I II �`, that no point along the floor line is more than 6-feet m � � o I II , 02 from a receptacle and any wall space two feet or ' � ' N BE�R��M #3 � � `� , grea ter has a recep tac le (excep t ba t hrooms an d ki tc hen � A �'I,I'l #2 `° '� countertops) per CEC210 . 52 F ', � }8'b"Ceiling � (N)8'0"Ceiling � � C° j � ; II ? ; 03 All receptacles in bathrooms, laundry, shall have ' � � �' � � ; ❑ ground-fault circuit interrupter (GFCI) protection. ` � � i � , � � , � ,'� � � ; � � � % \ ' 04 All areas specified in the CEC210 . 12 (B) to comply w/ _ ,_, arc-fault requirements . , , � ,, ,, , , , , ,- , N � � O ,� ' w __--______ � , ,- , Clothes dryer moisture exhaust duct terminate to �� (N) sosa s� �� (N) zo4o sH (T) z �� ' ' ��__ exterior through roof, min. 4"�, back-draft damper at � ' 3 - - - - - - - V � 05 termination. Duct is limited to 14 ' with two elbows . - - - - - - - This shall be reduced 2 ' for every elbow in excess of R E V I S I O N ��-- I� n � �I two. (CMC 504 . 3 .2) ET 1 � X I -- E r v W .�- I � � I , {E}-_____ - {E�;- w �� Fixed appliances such as washing machines, dryers, laundry % L - - � ;/ ' 1 tray locations, or any other fixed appliance with a motor ' ,___� I ', 06 of l� h.p. or larger shall be on a separate 20 amp. branch , � � E c �� . . ' ' ` circuit. F , , �} I I �N) M•�A {� ------------- � ' � , I � � ' � Permanently installed luminaries in bathrooms, laundry , � � � ' I � � '� �E� MASTER BE�R��M �, � �� (E}&0"�eiling ��b I I � � ; 1 �� rooms and utility rooms shall be high efficacy luminaries ; � OR are controlled by an occupant sensor (s) that does not c � � ;� � sic � �o � ,� O g F � ' ; �' �_ ,j� ______, �N) ��NN�NU' I � � � I turn on automatically or have an always on option. E 8'0"Ceilin � � � __ �t� , � � 1 I , i � � � z � � I� � � � �� ----- � � ----� (N)8'0"Ceiling �' � � � ;� For the New Powder Room, provide an exhaust fan ducted to ��. ��,A � �'---- � �� ----- � � � % the outside (min. 4" diameter flex duct with a maximum --- ---- � ----- E- -__� ----------------- , , �� - - � �� ' ' ' p8 length of 70 ' ) with a minimum ventilation rate of 50 cfm. I 22"x30"I ', Exhaust fans must be controlled by a humidity control per s E , Attic I ; Calgreen Section 4 .506.1 . O �'�� ` w �'. -- '� �� I Access I � � � `, 1 I �- � - - � � � � ;� ; �- For the bathroom exhaust fans, a minimum ventilation rate ��, ; 09 of 50 cfm required. Exhaust fans must be controlled by a ' � � humidity control per Calgreen Section 4 .506.1 . � � � � o� , i � �w � ; ,� l �'� E ------------- -� All Smoke Detector and Carbon Monoxide Alarm are new �� E,T I -E;� - -----� 10 • � "' � E , installations unless noted on the plan as "Existing" �o � (N) �I11.I.0 ; � (E)Vpulted Cei irlg � z� (E) BEDROOM #2 I � ` � J i � (E)Vaulted Ceiling I (N) LIVING ROOM '� � I E � CO O � I (N)8'0"Ceiling �' z ------ E- V ELECTRICAL LEG EN D (E)Smoke Alarm (N� L� �T � � � �-- --- _-,- ,_ � / � ---------- `{' J ; — I � Recessed Fixture — — — — — � �RJ (IC Rated) � Switch (E) CLOSET \��----------------�, —_ — — — (N) Book Shelf � Recessed Fixture — — — — — �� (High Efficacy) � Switch w/ Dimmer °� O {�1----- -{�, ----- '�� New Hood�i �� S/C E -- -' E------- — E --� i �w �J ----------- �J Exhaust I � � Ceiling Mounted Fixture � 3-Way Switch � � � � I � ic I �+' ='w (E)Smoke Alarm � �`— � �, G c �_',--- -- � Pendant Light Fixture � Outlet (12" A. F.F. ) � �I� �� ,,� � a ' _----� ——— sto�e ——— --- ;� a �� z � �%� ��, � NeWce�i�ngats� �{F} Wall Mounted Fixture G� Outlet w/ GFCI � � (N)8'0 Ceiling �; `j' � � (E) BEDROOM #1 E BATH ' ______ ' ! i = w Exterior Wall � outiet W� GFcz � � ,,, ___, % ` , � � Mounted Fixture (& Weather Proof) (E)Vaulted Ceiling (E)Vaulted Ceili g 0 a Fridge �� E �� K��"��,,,--�'' �� ----{E,� � o Dual Sensor Smoke Alarm � S/C � Outlet - 220V Q NewKitchenCabinetsandFixtures ` G I' (N)8��°Ceiling z Sc Carbon Monoxide Alarm � i i ,- w a � _ _ Sink ;� � '� ,� � Light w/ Exhaust Fan ,� �� emote�r Opener � � ' '� m ----� --'�j�'— ----- m � �'� �� I � � � i � Under-Cabinet Light �IT5 Fluorescent Fixture �� O O �N)6030 C�1 �'-- E \ -----------__ E \ � � (E) FURNACE (E)W.H. �� T TV/Cable Connection � Gas Line Connection � � � Ethernet Connection � Water Line Connection � New 4x4 post � forroofoverhang � Phone Connetion � Hose B1}J � � , j � � _ � � O 3 � `/ o � � �� .�i C �j J � y� � O O � � � O � � � � � � �z � � � O � '� � �� y� � � � � , , z � , � _ � � , � � � � , � , � � � 2017-04-15 ELECTRI CAL PLAN ELECTRICAL PLAN Scale: 1/4" = 1 '-0" A2 .4 w Y Y w z U U z J Q Q J � m m � � W W � � � � � � � � � � 06.12.2017 (E) Composition shingles roof (N) Composition shingles roof �(E) Slope 3:12 (E)Skylight (E)Skylight (E)Skylight (N) Slo e 6:12� (E) 13'-6" Roof Peak P from natural grade � Note: Any changes to the approved colors, REVISION �� materials, and exterior finishes shall be � � reviewed and a roved b the Cit of 0 pp Y Y .. --====_- . ::::. w Y Y w Z U U Z J Q Q J � m m � � W W � � � 0 � � � � � _ (E) 13'-6" R.Peak� �N�� (N) 12�=4�� R.Peak Note: Any changes to the approved colors, REVISION � materials, and exterior finishes shall be "'�� .. '` : d d d th C f � reviewe an approve by e ity o i - rt n PI nnin Divi i n ri r t - 1 t T.P. Cu e o a s o 0 0 8' 0" s : .. ... p 9 p � E Elec. Meter � ) in t II i n li ti n. s a at o /a ca o . ., : .. ; pp ... . .......:: .....� ... : � ::., ;. . °° ' '� Main Power Panel ,. ;. , ;,:.... , . . . .., .:. . . E .. .. . ....... . .. . . ... .... � ) ;.. . :�; ':. ..... .... .. . .. .:.......... . :. , ..,:..,: 4 . . ,,... i . . . ,.,....,.. .. .. .. . . ; . :.: .. ,..,.. � I I / � / � .��. ; / � . ... ......., ,..,:. ❑ - : ......:.: _ .. ..: .... - . ,, ,i::, o ,. . .. ._... :.. :. .. .. . : ::':, %, _ . :..,. ., . � ..., . . .. .... ;:.'. . .....:. ;` i� � . . ...: , � ,.:...: . ,. ., . .. .. ...:,.. ,. .. .. , ... �.. . . . .. ...:.. .. ..... . .. .. �..._.. . ... .. . :... <:: . ..,....: :. .. ... .. : ..:.. .. ..:<.. .. ::...:'. , . . . ....: ... ;:.. . . • � .. . . ,.... .z. .. ... . •.. .. - 0'-0" 1 st F.F. � ' ' ... . .. . .. . .... . .. . : .. ........ .. . . . . .<., . . ... � (N) 3016 SL Window(T) (N) 3020 SL Window(T) (N) 6068 SL Door 8-24 NEW ADDITION EXISTING BUILDING 5'-0" N o rt h B ac k E I evat i o n Scale: 1 /4�� - , �-o�� W � w Y z w z z J m Q J I � � m � � Y � w � a m � O � 06.12.2017 � � NEW ROOF EXISTING ROOF Q � � � Q (E) 13'-6" Highest point Roof Q � Peak from natural grade y�,� � 1� � � (N) 12'-4" Roof Peak � ��♦ � = V _ ,.. � � .:.. .. : , ....:.: . �o� . :..:..:: . . :. "'.,:. ..> , .. ,.... . .. .. .. , � ...' . ;'.` .. ::: .. ,� : ,... ; .: , � ,,. >:': ,. ............. ... .. ...... . .:. „ .... . . . ...:.> ........., . . .. . . ... . , . . . .. .. . .... .. . . . . . .......:� ... . ,. .''�i' O -' ' ' I I I I I I I i i i i i i i i i ,,. •. . :.... . � ... .. ... ,.... <........ .. .. .... . , ... . ... ,. .:.. ,:.,...,,, � . > .,. .. ., :. .. .: ..:.:' : . .� ,. ....:...`.:,.; : ,..: ,>:: ,". ;:< :. >:� .. .... `... . . .. . ,..: .. ' � � � � � � . .... ... . . .. . ....... . . :::: ,': .. ; .........,. '.: , . : . . . .. .. . .. .... ... . ... . . . . ...... . . ...� ;,. ..:..: � . .:. ......_. .... .. , . ...... . . .... .. ...:.. � .. .., .. ....: .. .. .. .,. . - ,:.,._ ,... .. .. . ... :.; ,:. . ...::. , ..... . .;. . .. .. . .. :: ..: . . .. .. . . ........ . .. . ..., . . ::::>.:. ... . .. .. ..... .. ._. . ... ... . .... . .:. ..�, ,... ;-: . .. ,., .: ;,.. . . : .. .. . . .. ...<.,. . , ;,.: :. .:..... ...::,; ::-. .. ... .. : ......... ... : ...:: ... . .. .. ... ...: .::�� .. . , . : .: . .. , . . . .:.:....... . ;:.. .. .. . ,... . . ... .:.. � , „ : .... :........ ......... .. . .: ... ... .:.:..,.. „...: . .. . . , :. ... :. :.......::.,: : , . . .. .. ,. �...: ... . :. :. ,,.....:..... .. ... ... .; . .. _ . . . . ........ . . .....: > .; .. . . . . ... .. . . . .. . r .: 8 0 1 st T.P. .... . . .. . . .... . ........ :� . . ..... .. . . . . . ..... . . . .. . ..�.. . , .. ,;... �1�1 . ... . .. .,..:. _ , . . . . . . .: . .. . ..._.. .. . . ,.:..;. . ...:-.... ..;. .. ... ,. , , _ � ...... . .: . . . . . ...... .. ......_ ....:_ .. .. . ... .. .. . . . .... . :.......:.::.;. �.. .. ,.. ,. : ..: ,, ..... ...::. ::.. •... . ..: . .. :.:: .. ... : ;., . :.. . ,.. . . .. :. :. . . ... ... .. . . .. .. ..:. . . .. .. . ....... .. .... ... .... . . , . . ,. ..< ,: .. ... :. ........:: . ... ... ...', ...:,.,...� , ; . : .. ... .: . ....:..:. : �� . . .. ,. . . . . . . . . . . . .....:..... . .. .. . ,.. . .. .. . ...�.. ....:..... . .... .. .. . .. , ... : .. � ..,.. . . . .. , - . .. .. . .....: . . ... . ...:.:...:. . . ...... , .... ,... , .:: ... ........:: .. . ... . .. .... .. . . ,.:.. .. .: : . , ......: ,.: ,;. . .. :.... .. . :: < ::: - .. .. ... .. ... :. ... .. .. .. .. .. .:.... ... . . .......:... ..... . . .. ... . .....:> E T 6"Gutter . . .. .. . . ... . .. . .. :. .... . . . ..,.., .. ... ... :. � ) Y P . ..... . .. . . ......... .. .: . .. ........ � :....:... .. . .. ... � .. ., . . . - . :.:... ... .. .. ...::... and Down ut ...... ,... . . , ,.. . : .. . . . .:,:::.:, � ..:.... , . .: ... .. .. : . . .:. :...... ..,:. _ . ..,.: ;:.. so . ... . .. . : . . ....... . . .. .... .: .. 1A r ,: .,.,,:�. .. ......:.,.:: , ;.. _.....:: .. . ,. .. , . ,.. ...„:.. . ;: :........� :�. .`` ..,• :- ... .. ............. .. . . .... . . � P z V+ .,.. . _ , . . ; : . . :. _ . :. .. . . . .: . ..:. .. _� :. ., ,. .�. . , , .:.: :. . . . ..:. , ; � .. :: . . .: , ,: . . , _ . .. . . . . . : :� : . . . _ . : . . , .. E Stucco laster :.. . . . ... , , � ) P .. , .. . .. .. .. .. ... .: .. .. ,.. .. ... ... . ... ..: . :,: � ... , , ... .. .. .. ., , . . .. .:......... .,. , . . . ;, ... .. .... I , .... .. . ........ . . . . .....,. . .. . ..:::.:..: ,.. . .;. .; .. � , . .: ...:= ... , :,. .:.:... ... .. . .:. .. . :�..;..;. .. ..,. .... .. .. . ....... ,..,� .. : . :. ...,.: : ' � � � � - � _ . ...... . 0 ; ..:... .... .... ... ,�; > .. ....... ..::.. .. .� . .....,...,. . .... .. .:: . ..: .:.,.:. . .. • _ � ....... . , . .. .. �.: .} ... .. ... ;. ,. . . . .. . ......... . , . :..•... : ,.... ,. . � . . .. ........ . . .. • .,......; .. ... , .::.. > � .. . . . .. . . - . , - : -. : ..• . ......: ... N Stucco laster ` � ' ' � ) . .,. : . p . .. ..,:... ::.:. :. . ... �. . ..:.,.,' ,: ... , _ ,.:. ,. .. .. . ,.. ': :.; ,. .:,......: . .,, .; .� / . .. . . 0'-0" 1 st F.F. � �" �` ` ,..,.. , .. ,.. _ ...: .. . .. ... . ,.. ... ,. ., . . ......�;:.:,: : ,. :....: : , . . : .:.... . . .. . : ::..:.:..: , ... ; ,.:. ..:.:.: , ... : ......... .... .. : , . ... < :,.; ..:.:.. ., :� ,... ,. .: .:. , ...... .. .. . ... ., . ....... .. .. . ..... ....... , ... ...,. ., . — — .: .... : .. ... .:......: .... .. .. .. :,: : .:.:.:• . .:. . . �. ... . . . . . . .. �. :•: ., ,. ; .. :. . •.; ....:::•. , . .:-. .. ,:.; ;..�..,.. :. .:.,... .. ..... .. .. .. „::.:.;.::� . . .. . :,.:� ...:... ,...:. ., ..., ..s .: <.: o . . . .... .: . . . . . ........ . . , (N) 2030 SH Wi dow (N) New Retrofit Window (N) New Retrofit Window (E) Garage Side Door 4030 SL Egress 4030 SL Egress 15'-0" NEW ADDITION EXISTING BUILDING 20'-0" ELEVATION W e st Left- i d e E I evat i o n Scale: 1 /4�� - , �-o�� A3 .2 (E)Composition Shingles Roof � (N)Composition Shingles Roof 06.12.2017 match existing (N)Slope 4:12� (E)Composition Shingles Roof (E)Slope 3:12� _ i' ( i' ( i' ( i' ( i' ( i' ( i I' � d � m�� i i i I I I I I I I I I i i i i i i i i i (N)Typ. R30 � AttiC Height (N) Typ. R30 (E)Typ. 6" Gutter Roof Insulation � Roof Insulation and �ownspout REVISION < 8'-0" 1 st T.P. � 8'0"Ceiling 8'0"Ceiling 8'0"Ceiling � �i, ;i, %0 E Kitch n (E) Living Room (N) Dinning Room � � N Bedr m #3 (N) Typ. R13 CO � � � Wall Insulation (E)Stucco cement plaster o 0'-0" 1st F.F. (N) Slab on grade foundation EXISTING BUILDING NEW ADDITION e ct i o n A Scale: 1 /4" = 1 '-0" W z (N)Composition Shingles Roof � match existing 06.12.2017 � (N)Slope 4:12 � � � � � Q (N) Typ. R30 �,�., � � Roof Insulation � Attic Height i � � '� 8'-0" 1 st T.P. � � � _ _ _ (E)Elec. Meter � _ � �a (E) Main Power Panel � (N)Typ. R13 � I�/ I / � � � � � Wall Insulation ❑ � � '� - �1�1 � (N) Bedroom #3 N B th #2 � � z � � - � � 0'-0" 1st F.F. J � � / - -,' - (N) Slab on grade foundation NEW ADDITION EXISTING BUILDING / � 2017-04-15 Note: Any changes to the approved colors, materials, and exterior finishes shall be reviewed and approved by the City of Cupertino Planning Division prior to installation /application. E L E VAT I ON e C�� n B Scale: 1 /4" = 1 '-0" A3 . 3 W�,LL�H E�T H IIVC[�H E R E IT ��IRS C� S�L1�E �.LE�+E L Ff�AA�1h1� '�E f�IF��HEAT HIIII�E��4RE FL U�H 1+�'ii H T H E FRf�E �E fVIfV� BEFCa?E I�T,�LL AT ION RE5E�1 ALL � �IJTSIDE �� Ek'fEh��ILLFLf�Hlhl� ��i�� H�R I��JT�1 L1�T�PR�I E�! � r,�c�,araic,��r �� E�`��D'.+E f?T I G�L J!� JCINE D F f�f�h�E-5 � � FLA�HIN��4PPLIE�L�E R � �� EDcTEND TO 13rrrn(1,� REVISION � � � �� B E L C�i C� �F HE,4� � � �� FLA�HIMGT�BE � � �� IN�T ALLE D LATE f�. � � � �� R�U�I � � \♦ � �� V4�1 N C■�N � �\ \ �� PENING � � � �� ; , ti � � � ��" � � � ._� � � � � � � � �� k � � �� i � � ,d,R�� ,��rr ir�uaus � S E,4L TOTHE �f�C�I�E SHIM��CUL�ST �'INDC�T�,4C�ilE'.� � I �IMfERI�R� CF T HE '�JINDG+�' S�.Jf�E.PLUNB &LE�ELCbNDITIQN A�i�JMfINGFL#JC�S. USE �7fdf��510N RE515Tf�Nf F?.STEr+Efc'S. FASTEN �ITHIN�7mn�1Q')ANDND Jr� FLr�5H1111GAT B�fHSIDES �F ��1-I FR�IE��E�rIIfV� �PPLI��ILLFL�HIf�.I�H�I��lT�1LY CLC�Ef�THf�+17�rTrr��'3�INEA�H CF'ENN� EkTEN�BEYC�+ID51LL �IJFF1�1Eh�fL� L��R IhJ �EL�'THE �ILL. F�4TE�ITHE T�PED�E Df�EQI�+IFRC�IE�fRYC�I?NER.SECURE FLASHIN�AN�,d8�1E tiJ�JI-IEI�E HE� YY1[}TH� HEI�FIT TH�lVTHE �F THE �ILL FLA�HI�I�T�THE Ff��.f. wlhC��k+ti'ARCUrrDFR�.f OPENINGY�+ITH FL�HINGY�ILL IMTER�E�T,L�PJ� �.T LI�L FI��E DIIIIf�I� ��T G�N�T F f�T E IV T HE L�E R E G�E E�.JIVALE NT CF �id F�S TE N E R.��T�CUrrm F LA5 H ING C�1E R T CP CF 51L L F LA5 HI AEG �F T HE �'�IN�"�.T� A��L�RE ��THE �E,4THEI�I�E�I�TA�IT �111LbIhJ� ��°�� "�-'°�'� LE,4�JE �CYYTOME G� UN.�TT,4�HE D_ �E�IATE �LEAR,�� APEf�APPLIED L�T ER f.{A�`�E �LIP�Ea ��_#�ll LT T HE 1�V1�IC�h'� �!��!�IDE R�+E�T H T HE F LAS HI IU�I N A M�+I UF A�T I�4�E R� LIT E RI�T IJf�E '�E,41 HE R B�D F,a.�H I�f+l. Fl�ll.t� ��i: ��IJ]�D� lll�,t�l�l C1DL1 �l�rt�10� ii.�l°'� �'f�Ill1P ��: ��I[1� �r7 i�l lll� �j�t�l[?+� :��"� F�#2 T HE �E�==#�11�f fV�E� ��u��r��r��. �i'��_ �r� �pp�r��i��rs �h��sh�th��rg 1s �ad, s��a1�g �}ta�d � ��p�a�r�,f��r�g ��w1��w ��r.�ta��. Fi�ui� l: FaQ� ��'ia��-�p�gia� Fi�i� �: �il��hin� 14�Ei H4�*�4': IV1N. �=�+ffINl1E SEf�Y^�f f�R��1�°dELY E�TE�JAh�8FLA5HING EIV�E��'fT�+1�F THE HEA�fLA�HIN� ��il� 215m�n�Pf�')�B�JE FHE T�P�F �• TD13mm{lf2^��EL�4V ,q�q1�15T THE R�2fV1�.J5L�`AP�'LIEa5E�1�,1Vf. WHERE REC��M111tifNDE�� R�,RT Cf plkJE)[fERICR � I..�F�S PfR THE WI�'. THE TCP�FTNE�JE,� �FLASHIN�O�ES �EI�SEALAM�E�TE1� W,b,�L�If�tlS�iSY�TEN� ItdSTA�LL �UILDIIV� � �I�. F LA�k�IN� HEA�FLA�HI�IG�EY�IV�E�I.�A�.+� P�Ea.APFL�I�IAINE}�HERB�IR�FASHI�11 � } ��s H IIVG.Ffs T E N Ih�RI�_ .START I#�I�F�2�NI B�TT QF�I T Q T�P QF T�-IE 1�.�;LL. T�S E�1 T H E WI�VDOw'� � � E�T E#,�Jl�B F LA��I ING FRAF.+E T�CPE F�IFJ�A.RPLY 14�Ei H€�D�'= BY�T HE� T RA�E 5: �� T D 13rrm 1 LE S� T H,4N �� C�f�Jf INUCU��E AL T�TH E IfVS T�L L �Ll ILaf�IG PAFE I�, f � � �Ai�S I❑E �F T H E M�JNf IN�G A��LY�3=#VT I�'�I.J�.JS S E.�L AL�f�T�R �� THE T�R�F FHE HEAD �� FLArJGF N��R THE CUTER �1-fE,�MLIJP[TI�IGFLAt�.Ehl�Ea '� IN�UL�TICEN��R�f H Ef� I �� F LA�HI� �� E�GE AN�If�11hE 4�41TH #�A� B�TT�+I�F HE,�F LA�HI�+1� . � NWT E R9,8,LS CfJE R H E,4�FL�HING ��' � \\ �� PRE�Uhk�iE�HC1ES C�R �� Ih�T SEf�1ANT �FLASHIfi+I� �� ,4N��JERT�C�F N,41L�IHEA� � I �� S L�'T S �I Ti-� h�Ll NT IN� �E� �lE R�E�L�fVf�. �� F L�4�IGE QF ti'�9h��'��R�f �� '� FLp,r�. F�fEN�HEADFLA�HING �� I � �� BEY�EA�N.J�JVB � �� fif�HING.FAfiTEJV �� " �'� MhL �. �\ �� rd�IJR�F �� 1N�Ll�. �� F �U�ILDIf�IG �}� j HOR��h,ff AL � 1_ �� P.�F�. , ��n I Ll�S PE�2 Q �� 4 � �� —� � tA �� `� �� ff1 � � � v� �� `� r�� ' _ � '� � :} �� • �-�C � { � �r�d��JRSf �� , �� {� �F �L�ILalf11� �� v�� Q �� ti ��f�. � �� w � � � � � �\1�' � �,.� - � � I �� I �� O �� _ ' ��1r� � y�l {{ 1stC�UR�E �� F �L�dLalf�l� �� 5 HIhA�A❑�JU51 ti"�I�QhV��ACki�+�E �Ef�2E �JSF'E f�. � � � ,4PPLY��_#JT1fJU�115�E�,L T b iH E S�,aRE. PLUF.1�.LF'.+E L�ix�C}IfJC�N �f�F�l 1�T9t#J � � T�P�]iE,4D�&SICES �J�I',1�5'��F L15E �2RC6]�fVI�E515TA�ff FASTEf�I�S. i2ESEAL,aL1 � 14'RJDO'.1�_EhJ�E DJ�FL�HJNG F�6TEN 4�.1TH�1 �hrrn�IOF� Af+I�f�1D �JTSICE � � INT O.�E ALArJf AND F,4�TE N IN ao�E�T�Na��mn�3�}Ir� E a� J arrrs cF � !� � �L'�. DIREQ3C#VFROMFVEi�Y�NE12_SFCIJ�E t'EC#i�NIG�LLY 'MhC+J4'1�OlI�,I�FR�IJE CaREhIN�WITH JC�NEDFRA�S. E�{wfi,LE#+fF CF Sd F,a.51 E NE R5 AT dallrrm ��5��.�. f�� r E}{TE�ID JAh1B FL,aSHIAMGBEY�+ID �IL�FL�HftJ��l,bA�� WHERE SL�P B�TCM�F J� FL�SHihaG T HE HE�,D F LA�H ING1hALL I Nf E R5E GT. ��,� .��,� �;j��_�gg��]��g �i��i�� '`��'� $c S IL L F L�S H��E R 8�11LDIfV� 2017'�4'1 5 PA�E R�4T ��f T�'I C�F ti'�1 NG��S ILL. Fegw�e��i: J�� Fl��hmg�l4l�tha� �`�i'°� ��r� �: �� FI��hi�g Fi�w�� : ��r�-��'��h�r B�rri�r�ippli��t��a B�- ��is DE TA I L SHEET A4 . 1 In the Santa Clara Valle , starm drains fi�w ��ral Lan�sca�]� � nnn H e a � directl to aur focal creeks and Qn to San GaadhlbusekeepingPrac6ces �! � � Earth^IV�VV� �� D ewateri n g � y s C on s�ru cti�n V oesi�rtiateone area af tt�esite�vr auto Rar��ng. St��fTl Df2V1 il PUlltitlflFl Franciscv eay, with no treatment. v�t�icfe�etue�r� a�d r�ut�eequ��nern �a rd e n i n g a fram Landscaping and , , , , E q u i p m e n t a n d 5 i t e ma�r�tena noe TY�e designa ted area sh auld be��wl l A L.�t��V� � �� L I� ��7 � e r a t i o n Storm water pall�#ian is a seriQus pr�blern for atlrayfromstreamsorstormdraininleis.hermedif 5wimming Poo1 Maintenance n wildlife dependent on our wa#erways and for nece�sary Makemapr repe�rsa�sie a nd P�o� Manylands�aping acti�ities �xpase soils and N the peaple who li�e near }]Dlluted stream5 or �i 1��F SI�n ❑ TDpre►ner'ttoffsitetracking ofdirt,prrnnde �ncrease thel�kehhoad that earthand garden �ayla nds. U � � � emrances w+th�abii�d aggrega:e surfaoes.Or ■ chem cals will run off�nto the slorm drains durtng 5 t❑ r m w a t e r P o I I u #i o n prvvideabre�nesharea. �a i nt�nan�� irrigaton vrwhe� itralns. StQrm D1�a{r1 PO�IL1�1�17 Stvrm Drain Po Ilutifln fro m H ea �y E q u ip m e n t o n Frager management vf canstructian sites 5torm DrainPalfutionfrom I..1 H mraEerialsQutoftherain— e4e�t runoff Swimming pool watercan[airing chbrine and �p � C o nstru �tiv n 5 ites reduces v�iution si nificant! cqpper-based a aecides should never be fram Earth-Mo►►in Acti�ities p g y• Canstructio n Acti vi ties oontamnation at the source.Cover exposed piles � g F rv m D ew ate ri n g A et i�i ti es P Q a rl y m a in ta in e d v e h ic le s a n d h e a v y s� cf sal or canstniction materials with plastic Lands capinglGarden Marntenance discharged to storm drai�rs.7hase chemicals a re e q u i p m e n t t h a t E e a k f u e I. o if. a n t i f re e z e o r �'his sheet summa�'ixes the Best Mana ement Constructiorss�esare �armionsourcesofstorrrti g sFieeiing a terriporary raofs.Before it rains,s�neep [oxiC b aqu 2bC fi�e. P r8C#iCBS" BM Ps far starm watQr ptlutipn ��;��p��n.Mater�als and wastes thai�low or a�res'r'tove m�t�i�ISfrOmSurfac,�st�t drainto '� Rratect stockpiies anc la ndscap�ng materiais 5oil exca�ation and g rading operations IoQsen larg� f o th e r f lu id s ❑n th e c o n s tr u�tio n s i te a r e � r � v+rash i�toa storm dran,gutter, or street have a 6e Su re #O C�II y�lJr City S St�rm wat�r inspectnr cv m m o n so u rc es of sta rm d ra in p o I lu tia n . prevention. ��rec- m ctnn locaJ creeks and the Ba stvrm drains.�reeks.orchanne�. from wind and rain by storing �em under amounts af soil fhat can flaw or k71ow into storm Pa Y tarps or secure� olasiicsheeliRg. at 4Q$-4T�-99�7 before discharging water tp a P re v e n t s p ills a n d fe a k s b y iso la tin g .7 Cvntain all �ifter,food wrappers,bottles and crains when hand led improperly. Sediments in runoff As a cantractar,or site supervisor,owner or PavUFountain/S pa Main te nance e q u i p m e n t f r❑ m r u n o fF � h a n n e t s, a n d h y carts-Pti�e lidded trash and recycling t�ns �„] Sc hedule radin and exca�ation ro ect; ca� dog storm d�ains. smotrier aquati� life. and stfe�t, gU ttEf, ❑T sto�m drain. F i�ration or d iversian W a tc h in fa r le a k s a n d ❑th e r m a i n te n a n ce q7erd�vf o#a site,you may be responslblefflf �r��t�� g � p i Drainin 1S OI'S S #hfa U �1 8 �851f1, tank, and 5@d 1'1'1 E C1t tta m a �B g any en�iranmertal damage caused�y you during dry weather s �� C�Strny h2bitdis In Creeks and the Say. Effe�tive 9 � y p r o b le m s. R e m o �e c a n s tr u�tia n e q u ip m e n t subcontractors or employees. L.� Clean�leaks, c�ips andolher spiEls - Whe r ifs tinie fo drain a {�aal.spa or-ountain erosion contro! practices redu�e the amou nt of runoff required. R euse water far d ust cantro 1, irr iga��n ❑r fro m tn e si ce a s so n n a s p o s s ib le �nrr�atefy sotheydo not�or�taminaleso�l or ❑ Use femporary cheak [fams �rciitches to {�ase 6e s�re to eall the Cu rt�no San�tar �RDI NAN CE DF gr�urxiwateror ieaee residue on�a�d surfaces divert run�ff away from storm drains. R P' Y rrossing a site and siow the flow wifh chedc dam5 or another on-5ite pur}7ose tv t�� greatest exte nt �ke�ycleanu�metiiods whene�er p�shte_If Dislrict �eFare }rau start Forfurlherguicance on r��ughersed graund surfaces. {�ossibie. S i re P la n n in g a n d Prs ve n tive Ve h icle T HE C�TY �F C lJP ERTI N� G��P��C'��$ y�u must use u�ater,use�ust er�h ta keep the L, Protect starm drains with sandhags,gra�el- flow rate restr'ictivns. baGcflow pre�ention,and M a rn te n a rr c e J Keep an orderiy sitearxi ensure good ��}dp�_ filied hags, s#raw wattles, ar ctF�er sediment ha ndi ng specia cleaning wasfe{such as aCid J oesignate one area �f 'he :orsEruGtion site, r�ell F�R ST�RM 1NATER PDLLUTf DN �°L'Sekeep�rx�pract�ces are used J Cover ard maintain dur�pstefs �� C4�t«�5 wash; Dis��sarGe �tows shouic be kep:to the IQ�v aw ay fr om s rre a m s o� 5��m ��a � ,�,��t s FQ� � .:,a � Ma irRain equipment prpperly. dump�e rs ur�der roofs a cotier with tarps ar �e��S c}��a��y F ass�b�e tn�Q�,�n��a rden r�os�. Prac�ces During Construc fran a n d e g u ip m e n[ p a rk in g . re f u e lin g a n d ro .�t n z � Re-�egetation isan ex�elienl form oferosion Hi ner�vwrates ma be prohibi3ed b �oca� Check fvr Sediment ar Toxic Pallutants �e nE�ie an d �q��pm ent m ainten anae C o ntair PREVENTI�N �. WATERC�URSE .� Cavermatenalswhentheyaseriotinuse F�a��cshc�tingsecuredarouxfthenutsideaft3�e �antralforan SiF@. � y y the area �v �th Germs sand bags nr other d �er.Ne�er c�an out a dumaster rosF �t Y ordinan�e. � F2emove existing vegetation only when � Keep matenals awayTrvm strcets.starm � � � � �a rr ie�s PROTECTioru: c�nrcsanthecenstruciiansite i.,J 5tore es absoEu#eiy necessary. Plant temporary ❑ Check for adors, �fiscoloration, or an aily sheen drains ar�d drainage channe:s. p t�cides, fertilizers.and other J Never discharge pool or spa water to a , M a i n t8 i n a II �e h�e se s a n d h e a�y eq u�a� e �� -+ ❑ placeportabtetaiEetsawayfrorrr�orm�a�ns. �hemicals indoors or in a shed or storage street orstorm drain; dis�har eto a ��etatian fpr erosion control on slopes or fln groundwater, �� sp ect frequ e��iy fo� a nd rep air leaks V ha #�� 9.� $ J Er4suEe dust contrd water tbesn'[leave si te hhake sure partable to�iets are in good warku-�g � p cab�net where constructian is not imrnediately pfanned. ❑rdischargetostormdrairis. sanrtary sewercleanout. � Perform m ajar m ainten anee, repair job s anc Advar�ce Planri�Ta Preverrt Paflutiar� �er Checkfr�q�nfly for leaks. ❑ Ask yvur city ir�spEctor whether the L� Use pesticides sparingty. accordin lO ve h�cle an d eqL.pm en; w ast'�reg a[f-site, w ne re � � If poss�ble.when ernptymg a pao�ar spa. ie� � Pratect downskope draina e caurses, 9.18.44� Diseha into the starm drain rvhibited � 5chedule excavation ard �� a��t�� a��ng � gr�u ndwater �,ust be t�st�a �y a �ertified e le a n u p �s e a s,�� P � � instr�ctio�s an ihe fahe. Rinseenpty chlorine dissipate for a fe�r days and men streams and Starm drains with wa#�es, or fordryweatt�erperiods.T�reduces�i J Practice5aur�e Recfuction--mrnrrrae w�ste + l�boratory. J ir yo u m �ss a�a�n ana repia ce m o so� o�E ra d�alor It is unlawf�ul to cause� al fow, ❑r permit � be erasbn ant tem r v tation or fa�a when u ardermacerials Est�ma:e careful cantainers.and use rinsewaier as psoduct. re�vclelreu se water hy draining et gradually tem ara d raina e swafes. Use check dams or c o a la n! o� a t h e r riu�d s o n s�ce u se d rip p a n s o� � � Y � � y° � �ispose ot nnsed. emp;y canta�ners in the onto a lands�aped area. � ry � a ra Q �io tn s co a�i c n a r ip s a nd s�ii�s c o iiec� dis�harged, any discharge r�ot composed er�tirely of ❑lhererosian oontrols Eaefore rain begr�s.Use ❑ R�y��Qxcess materials,whene�er passble trash aispose �#unused pesticides as CfitChes t❑ diVei't runpff arQund exCar►ations. ❑ ❑�p��1dIC]� Otl thB tES� f@5 U�tS, y�U m ay b B a 3� 5 as n c ri„ d s s io�e �� s e p a rate c o n 1a�n e rs a n a �,�+ t�+e Eros�or�ar+d S edm�t Ca ratrra'Man ual. suc h as c�n crete.asphat[.scrap metal. sd�errts. stormwater to the s�a-m drai n s em �r to sur�a�e wate�s avai�abfe from�he R ar,a!WaterOuafi naza-dous waste J Qo not use copper-based al9aeaides. Refer #o the Regional Water C�ual�ty Co n#rol alla we d ta discharg e pum ped g roun dus�afer ta p rop e rEy d is po s e a s ha za rd o u s w a s�e c«�y��e r" � �' degreasers.cleared��tation,paper rock,and Control algce w•th chlor�ne ar othef Baa rd's Erosir�n arrrl 5edir7�ei7t CantrQl Fielc! th e starm d rain �R ou m a he re u ire d ta y �Q� e�e r ��s 5�a�e� Coro#rd BQard_as a r�ference. Y Y q �ehicle m�ntena n�e rr�ateria4s sc►� as used oil. LJ In C uper�n a.res idents u�ith curbsid e reCycling or to any I ocati an where it woul eontact or eventua y be "�'� a�te�natives, such as sadiurr br omide, Manual fo r ro er er osion a nd seclim ent ca ntrol � o o �o t W s e a�e s e i o�i to lu 6 r ic a t e e q u�p�n e n t ..� Gontrd the amourrt d rtmaFf cross�r�g your ar�tifreeze.t�atienes.and tires C2rl COIIE��t lawn. garden and tres trimmings ir. � � discharg e t0 th@ sa nitary sewer ❑r colle ct a C1C{ p a r[s o� c�e a� ec 4 �p^+ e R s u s e o� iy w a te r f o r tra nsported to surface waters, inc�udi ng flood plain areas, slte tespedalh�durng excavation+}by usrg ::��d�ir,e.ti�s[E:.,��Tar info yardwaste toters.Yardw�sfe wifl k�e call�cted Frlier CJeaning measures hau I thE water Off-Sl t� f01' tre atm ent �n d a�y o�s�re c fe a� �n g unless s eC��ICa�� called out in the Muniei al Re ional bermsartemporaryorpermar�enidrainage ;J Disposeafallwas6es properly Matenalsthat and a�mpvsted by the city's contr'actors diSpasa!at an apprap riate treatment facility. � c ❑ve� exp v 58d titen w h eel hitch e s a�+d ❑tne � p y P 9 ddches ta�ffi�eR wafer�o�v around thesite J Never�lea n a filter in the street ar near a ...1 Cv�er stac![piles and excavated so il with canrmtt�erecyGled�ust�etakentoan R�Sid�ntSar� enGoura ed toCOm SF ai:y ar �rea sy eq � pm e nt du - ng ra �n e�e�ts Permit as an exem t ar mnditionalf exe � disd�ar �educestorrnwaterrunaif�eloplies by a atelar►dfillvr� asEdafas hazardous 9 � sforrn drain. Rinse cartr+cge and se�ured tarps or plas�� sheeting. p y f1� �• �a� sP yardwasle on-site themsel�es. Qr take ❑ W hen discha r in t❑ a starm drain, rotect th e cor�structing te�orary check dams arberrris yyaste.Ale+rerpury v�ste matenalsor leave them d�atam2cea.i s�arth fiifers ❑nt❑ a d+h area, � g p 5 p +11 C te a n u p ��vhere ap�+ropriate yardwdste tq a landfill where it wiU be spacfe fiEter residue intD soil ❑isposeaf knlEt u51f�� a barrier Qf burfap hags fiiled W ifh nihestreetorneara�reekarstreamhed. compvsked �nd J C1ean up sp�iis �m mediately 9.1 8.0?Q A o ci d e ntal Disehar ge � �r a i n y o u r e m p l o}e e s a n d s u b c o r�tr a c t c r s. Y e r m►t s s p e n t d i a tr�m a c e a u s e a r l h i n t h e g a r�a g e d r a i n r a c k, o r c o v e r i n l e t w i t h f i l t e r f a k�r i c The�dy can Ftavide�rc�liures abpul fhese L7 Lan dssa .1 H e v e r h Q s e d ow n "d u'y' p a v c rs c: r.� s e l�1�1 ersons shal l nati the Directar of Publie Vllorks L.I In add�tiaei tnicrai gradang and bu�ding perrrits, pe contra�tars 5h�u1d BtlChp r0d un der the ra te. ��, e r m e a u�e s u r fa�e s v� �e re f{u �d s � a v e s v��ec p s s u e s f o e y�o u t o d i s f r�u f e t o��w r k e�s a t;+a�r � 1f there is no suitahle dirt area.call � Q }�uv�i[needtaol�taincoverageundertheState's take clip�Engs and pruning wasfe u se a ry c �e an�,p m e�n od s ;a bso�be nt E Il'Y1'le C�l d�L'� u n acci den ta l dis c ha I I'1 ��L l�d I'�5 O� car�struct�on sAe. inform ou r su[xesr�ra ao�s Cupertino 5a nitar� fvr�nstr�uct�an s on ]� �Q R� g �0 Y Gene�al Gonsfn�ctivnActiNty SYorm�+.eter Permt iF tp a landfill that cvmposts yard m aser�a is ca t i�1!e� a��.:oz �aq ai ,Y ne ne�a� a�o u t t I�s torn v�ter requir?rr3en ts a n d i�eir ? dis�ha rging f d ier ha�k wasz or n nsewa ter t v p o s s i��e a r,d �r❑ F e r y c�s p a s e ❑ F a 6 so r U e n i }�aur�orfstrutiion si�e's dsshlrhed area tatals 5 waste �BFI 5 N,.vrby lsldnd 8nd cvncern to enable �au�termeasures to be taken by the �ity owr, �esr�ot�s�b��ries, use �ue�n�raa aea.1 the sanitarysetitier I ❑ Cantact Cu ertino 5a nitar �istrict at 253-7071 rr ater.d �5 8ay.a car�struction t7eest men ��Qr more.Info�rnafran an ihe Ger�era[Pemiit Zanke�Rd. landfill are F�e nea restJ. p y to rri nimize damage to starm drai r� and tf-�e recei�ing 5 dg2�t12nt fdCtiC125 can be obtained from t�e�2egvnai Water�ualiiy pria r to d ischarging to the sanitary se wer. J 5 w e e p v p s��3ie�s :i r y �•, a ie r�a is �m n, ed�a te ly guide�ailat�le at ourBurlding�ept.oourrter. CAnirol Board. [T�tis cnterrav»!i d7arigetoone J Qo not 61ow or rake leaves inta n�ever aste m pt t❑ w as r tn en avr ay" .v �tr ,•ra �e� waters, Initial notification sha11 he fall�+nred� wit��n five�5} acreas af Mar 20�73} the street. o� ��ry them busi ness days of the date of occurren�, by a de�il ed �I�� Use as liltla wateras RQssible fa• dusl ca•�t�al written statementd�scribing the causes a�theacadental F�,s�regwa [e r use� ��5n i �ea ve s�;t �� "isr.har e tn Sl�rm Cf81R5 d ischarge and the measures being taken tv prevent future � �] J C ie a n u� $p�� a� d ir t a r e a s r Y � ��q�n � �� prope-ly disposi� g ❑fcantarn �nated soil occurrences. Such nati fica�on vu�II nok rel ie�e perso ns af Re m o�a I o f B IIII F' F a� I � �t I�� J C a I I 9 f 7 f o r s i g n i f i e a n t s p i I Is liabiliry fa� violations afthis chapter or f�rany fines imposed .] �f the 5��<< AQs�S a signifi�ant haxard tQ fln t]-�e �ity ❑n ac�ount thereof under 5e�tion 13350 0�the �� wner and the contra�tor s hare u 1ti m�te res ��I�� h u m a n h e a 1t� a n d s a Fe ty p ro p e rty o r th e � � � � y The Pro'�ct Contractor is res Dn51 b� � ��irpnm ent yau m us� �r5o r��a�t �t �o t�e Caiifamia Ullater Gode, �r for vidati�n ofSe�tion 565� of the � p 5tate D ff�ee of Em ergency Ser�ices. Califomia Fish and Vllldlife Cvde, or any vth�r appl icable - - - - - ■ provisivns � Stat+e ❑r Federal laws. the a�t��t�es that ��ur� on a ��r�stru�tfon ��t�. Y�u may b� held resp�nsi bl� for re mv�al of a i i BMP Faci I i ti e s �.��.�° ��°�a�°�* for any en�i r�nmer�tai damage caus�c� by y�ur subcontractors �r �mp��ye�s. I vcate d with i n the Pu b f i c Ri ght af Way Any per�son who vidat�s ar�y pra�ision of this Chapt�r shafl be guiity of a misdem�nor a�d upon canvic�o� thereof shall be puni�hed as pro�ided in Chapter 1 .�2 of the City of u p o n p ro j e ct f i n a! i n s p�ct i o n. Cupertino Municipal Code. � Chapter 1.12: General Penalty, Sectivn 1.�2_��D, Pai nt� ng and � �'Y`� r � � r 27�rrrr�g Canstruction paragraph D, state�*: � R �ad �vork Stvrm �rain Pol� ution F �S � � C etE�' ■ ■ ' •-- �� , � Qon't mix up more iresh concrete ❑r cement Unless athervvise specified by this code, an infraction is ��I��LI�� LJ1 �'� from Roa dwork a n d M � rta r than you will use in a twv-hour period. punishahle hy: �;�xR�,.,o,�l � � � � ..� 5et up and operate small mixers on tarps or ��■ ■^��^ ^�� . • hea vy plastic d rop cloths. 1. Afine not to exceed $1�0 for a first vidati�n vC � Q • F2oad paving, surfacing, aRd pa�ement remaval A p p I �c a t� o n ..1 When cleaning up after dn�eway or sidewalk �+ J Paint chips and dustfrvm nan�tazardqus ❑ � � I I � � ha pper� right in the stree t. where there are num erous r7m�� BuS�ness �. A fi ne not to exceed $�� fvr a secand �iolation dry stripping and sand blasting may be � V GonstrucUo n, w ash fine s anto d i rt area s. no t A��n��. r�� op portunities far a sp halt, sa w-cut slurry. or 3. A fi r►� not to exceed $50� for a third �iolation a� svoept up or collected in plastic drop cf�ths and down the dri�eway a r in to the street ❑r storm H�rd�us Waste � � V disposedofas trash. excavated material to illegaliy enter starrn drains. $t��-m pra in Poll utio n frvm dr�in tf"IE SaCTIE Gh�JtEl' 1Mt�11C1 On2 ]I�c31'. Extra planning is re�uired to store and dispose af J Chemical paint stripp�g residue, and chips G en eral B usi n ess Prac�rc es m aterials roperl and uard a ainst ollu fion af � Protect appEication s af fr esh concrete and Dispasal Prgm � v 9 9 p Fresh Goncrete and Mortar * and dust from marine aints, Dr air�tS m vrtdr from ra infa 11 and ru noff un ti1 ihe 9.18.Z4� �Ivll nalt for �[I�a# dischar S � � starm dra ins. creeks, an d the 6ay. � y � Ipl I ica tion s m ater�a I ha s dr ied 5torm Drain Pvlfution from Paints, cnntafnmg �ead, mer�cury ortributyl tin must ❑ De��la p and im p Eemen t erosianlsed ime nt pp An �rson whv discha es o�lutants in �iolation af this Business�s that genera#e less Y P � P � bedis�osedofasharardouswastes.Lead cvntrvl piansfar roadway embankments. 5olvents, and Adhesi�es � Was� dvwn expased aggregateconcrete f Chapter, by the use o� illicit conneciions shall be ci�illy liable basedpairrt ren�al requiresasta�-certified � S�fi�dule exca�ation an[f radin work durin Fresh can�re#e and cement-related mortars only when the washwater can {1} flow onto a than �7 a�l�h5 Or �0 un� All pairrts,sdvents,and adhesives�ontain ��t�� g � g � � to the City i n a sum nat to exceed tw�enty-fi�e �housand chernicals that are harmful to wildlife in{Q�a{ d ry wea ther. D u17n� C�n5 rl'U CtfDf7 th at wash in tD la k�s. 5trea mS, or estu aries d�rt area. (2} dratn on to a b ermed surface from cr��ks, San Francisca 8a 8 r� tDxiC t❑ fish �nd th E � U�tiC uvh�ch it�an be pumped a nd dispa se d of of hazardous was#e per mon�h dollars er �a er ►�olation for each da in which such y, a�d the Paci�c Ocean. � When stripping or cieaning huilding exteriars � p Y P � � Check for artd repair leaking equipment. properly, vr �3} be �acuumed from a �atchment Vf QI�tIQl1 OCCuI"S. To�ac chemi�als may come from iiquid or solid with high-pressure wat�. black smrm drains. ❑ A�o i d p a�ing ar�d s eal co atin g in w et e nviro nmen t. ❑isposing �f these m aterials �reated b y black in g a storm dra in inlet. If are eligible t� use this prvgram, produdsor#rom�l�aningresduesQrrags.Paint Directwashwaterarrtaadirtareaandspade � Perforrn major ec{uipment repairs at wea#her, flr when rairs is forecast, to prevent to the storm drains vrcreekS carr k71v�k �ecessary, di�ert runoffwith temporary berms �all �Q��^��(�n * materiai and wastes,ad!}esi�es ar�d cieaning fluids ir�to sdL�r,�heck with Cuperlino 5anitary de ssgnated a rsas in ya us m ain te nance yard. fre sh m a ter ials f ro rrr �on tacting stormw ater sto�rn d rains. cau ses se rious prablems. and Make sufe runotf dves np s rea ch g utte fs or 0 � �J�� Ex�erpts — For compiete CODE language refer to the shauld be re�y�led when possible, or disposed of District to find out if you can map or vaaaum the whe re d e�nu p is ea sier. A�oid perfa rm ing runoff is �roh ibited by la w. storm d rains. Glt O��U erti r�a Munici a� COC�e. praperly fo prevent these materials from flawing washwater anddispose vf it in a sanitary eq uipm e nt re pair s at �o nstr uctio n sites. f��"' a C�uQte. Y P P ❑ �o�erand seal catch t�asins and manholes � w�,en breakingup pavement, be s�re to ��k into stoRn drainsand watercaar5es. sewerdrain.5ampling at the washwater may � J When refueling �r when �ehic�elequipm ent when applying seal �oat, slurry seal. -og seal. up aai the piecesand dispose ❑f properly be required. m a inte nance m u st be don e ❑n s lte, desi nate a Rec cle la r e chun ks af broken can crete. 5ee 9 or sim ilar rr3ateriais. General Susiness Pra�#rces r 9 � Washwater fram painted buildings loca tto n away fro m storm drain s and creeks. r:�f:�t� re�ucewaste org for inf❑ on recyc�ers. constructed before 1978 carscontain high ❑ F'rote ct d ra inage w ays by using ea rth dikes. �7 W ash out con c�ete m 3 xe rs on ly in d esigna ted Ll �a nnt use diese! ❑il to lubricate equipment sand bags, or other contrflls to di�ert or trap washvut areas in your yard, away irpm starm � Me�er bury waste material. Dispvse of smail C u p e rti� o Nand�ing Paint Prvdercts amounts of Leaa,e�en ii paint chips are not a rts or clean e ui ment. am ou nts of exce ss dr eoncrete. r�ut. a nd e9en� 8efore u� in Stri in in�or � p p a nd fi�te r runo f€. drains and waterways. where the water wrll flaw Y 9 B u ikd 'tn g 0 e p t: K� Y� �9 PP 9 P� martar in the trash. 4 0 8-7 T 7-3 2 2 8 ❑ Keep all liquid paint products and wastes cleaning pre-1978 buildi exteriors wit#�water :-.� Rec �le used ail, �Qncrete. brvke n a s hal[. �nto a temporary waste pit in a dirt area. Let � Y R ❑ Never wa5h �xCB55 m�tBri&E frpm �xpose[!- water percolate through sail anddispose of P u b lic W o rks 0 e t: awayfromthe gutter,street, andstorm underhi h ressure, test intforlead b etc. whene�er vssi�ls. ❑r dis ose af ro erl J Afe�er dispase ❑f washnut �nto the street. p 9 P P� Y P P P P Y a ggreg ate co nc re te ❑r s im ilar trea tm e nts into settled, hardene d concrete as garbage. storrn d rains, d rain a e ditches. or stream s. � 4 D 8-7 7 7-3 3 5 4 drains. taking paint scrapings to a local laharatQry. (www.recy�le stuff.cam (or list vf recy�lin g a street ar sto rm drain. C oile Ct and re cycle. ❑r W hene�e r possible, recy�le wa sh out by � S�n ta C la r� C � u n ty ��e��Ilaw Pages for astate-cerbfied cvm pa nies.) d ispose ta d irt a rea. p umpin g back ;nto mixe rs for reuse. ry � Recycling H otsine: pa��7��, ��nup ❑ Co��rstackpi4es {asphalt. sand. etc.} and C� Wasr� out ct,utes onio dirtareas iF�atdo not SUU-533-8444 .� If thereisloosepaintonlhebuilding, ariFthe vther �onstruction rr�ateriais with p�astic tarps. fiaw ta streets or drains. :d u c e w <�� :�:� _, � L� Ner►er clean brushes or r9nse aint paint tests posRive for fead.block storm AsphalflConcre te Rem oval ..1 P Pratect from ra ir�fali and prevent runoff with �,] Always store boti� dry and wet materials � w w w .re e y c!e s tu ff.c a m coritainers into a street,gutter, storm drain, drains.Check wilh Cu ertino SaniEa �istrict 5 rr� a II B u s ir�e s s H a za rd o u s W a s te: Fren�h drdin,vr creelc. ka determine whether you maydisdiarge wa�er � A�oid �reating ex�ess dust when breaking aspha It temporary rpofs ❑r p4astic sheets an d berrn s under cv�er, prvtected from rainfall and runaff �` and away frvm storm drains ❑r waterways. � ` ��' � 408-299-7300 tothesanitarysewer,ori{youmustsendit or can�rete. ❑ Park pa�ing machir�es ��er drip pans or ; � J � � a ProteCt dry materials frpm wind. , �^ ❑ Forwater-hased paints.paintout�rushes� afis;te for disposal as ha�ardaus waste. ❑ After breakir�g up okd paveme nt. be sure ta a b5orhe nt mate rial ��loth. rags. et�.}t❑ �atch f ,r C u p e rti rl a S a n ita ry S e w e r [3 Is tt' the exten!possibie.anti rnse intoan inside d ri s when nat in use. ❑ Seeure ha s of eement after the are o en. � i'�: C17Y �f 408-253-1071 remo�e all chunks and pieces. Make sure p g y p _. sinkdraintt�atgoes Uothesanitarysewer . Qe sure tokeep wind-blown cement powder �+ �� CUPE�T�N� �ro�cen pa�em e�t does not com e in contact ❑ Clean e�p atl spills and leaks �sing "dry' 5 a n ta C la ra V a Ile ll rb a n R u n�ff Parnf Disposal, Returrr�rDanatian auvay from streefs, guYters, sform drains, � p' - y� Y L1 For oi�based paints.palnt out brushes to the w ith rainfal l o r r unoff. m eth ods (w ith a bsorbe nt m a ter ials anr�IDr rainfall, and ru noff. � � � Pallutior� Pre��ntion Prgm extentpossibleandcleanwiththinneror J pispase4funvuentedliquid�ain� lhinners. ;_] Vy��p making saw cuts. useas li#tle wa#er as rags], ordig up, remave. and praperly dispose � � � , �'�s�=� 80a-794-2482 sal�ent, FiEterand reuset�innersand solvents, solvents,g�ues,and deaning fluids as af contaminat�d soil. Cl Da not use diesel fuel as a lubr�cantan � � r�-'�=? • ��,� where possihle. QispoSe af excess liquids an[i hazardaus waste{call the 5mall 8usiness �fl ssi�le. S ho�el or �acuu m saw-cut slu rry and �k � 4�__� concre#e forms, tv01s, or trailers � t. j �� .� _�} State Office ❑f Em ergen�y residueashazardvuswaste. Ha�ardousWastePrgm:299-73C10}. rema�e from the site. Co�er or protectstorm ❑ Co[lec# and recycle or apprapriately dispose of � Ser�ices drain inlets during saw-cutting. Sweep up, and excess ahrasive gra�el or sand. 7?7 9 -800-852-755Q 24 t�r$ L..l Whentharough4ydry. �mptypaintcans. used J �rReturntosupplier. [Unoper�edcansotpaint praperiydispose a#. all residues. , � f ❑ A�vid o�er-a lication b wate r trucks for dust �//// brushes, rags,a�d drop dolt�s rnay be may he able to he re6umed. Check with the pR y �//�i L�7 5weep, nev er t��se dawn stree#s tv ckea n up �o ntral. R e p o rt S p I IIS tD g � � disposed ofas garbage vendorregardir3g its "tx.y-back"policy.} tracked dirt. Use a street swee per or �acuu rn � Donate exr�ss paini{call 29�7300 to cbnate.) truck. ❑a nOt dum p �aCuu m ed liqu Dr in stor m San�.� Cl,sr;��'.�llr� drains. I rr,.r.� xt�.��,�i ~ Pi�llutinii Pr�c�T�iin�i Prs��r;i:x� UPDATG�SEPTEMBF�R 2016 APPROVE SHEET: �.�Ir� r�_ ♦� � . �� . �. . �- ��s � � 1r�Ir- �� I� �� ..� � `J � �� .� � �.� N TR T � N BE T MANA EM ENT PF�A�TI � ES �� s�3��T5 u TIMM BQRDEN, 45512 DATE DEPARTMENT �F PUBLI� �V'�RI�S i3�RECTaR ❑F PUBLIC W�RKS ��-�'= REVISIONS BY � 2fd'_2�� NttS NttS � 1 �S2 N7T5 � r - - - - - - - - - � � � � . � _ � 0 � � � � � N I i � 5�� :coNc.s��,s w� � ADDI TION AND REMODELI NG: r S2 `"4 �:18"O.C.EA IUAY � I 1. EXISTING CONSTRUCTION SHOWN ON DRAWINGS WAS OBTAINED FROM EXISTING m I MID-DEPtI� O/2" SANp i DRAWINGS AND/OR BY FIELD MEASUREMENTS. O/MEMBRANE O/4" CsRAYEL 2. CONTRACTOR SHALL VERIFY ALL EXISTING FIELD CONDITIONS AND DIMENSIONS O/GOMPACTEfD•SOIL : I � � PRIOR TO STARTING CONSTRUCTION. � 3. CUTTING, DRILLING, REM01/AL...ETC. OF THE EXISTING CONSTRUCTION SHALL BE � N o ��5 PERFORMED IN A GREAT CARE NOT TO DAMAGE THE INTEGRITY OF THE BUILD'G. .� � o °� 4. NO EXISTING MEMBERS MAY BE REMOVED UNLESS THE STRUCTURAL PLANS � � O i ` MS760 I I � N � � NttS S2 NtT5 INDICATES OTHERWISE � U �, I I 5. I F S T R U C T U R A L M E M B E R S N O T I N D I C A T E D F O R R E M O V A L A R E I N T E R F E R I N G W I T H � �; � �4�/8"� ABS THE NEW WORK, THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED. '� o ';, I 6. CONTRACTOR SHALL SAFELY SHORE THE EXISTING CONSTRUCTION WHEREVER � � � N THE EXISTING SUPPORTS ARE REMOVED TO ALLOW THE INSTALLATION OF THE w � 3 NEW WORKS. � L � � - N 7. ALL LOCATIONS WHERE NEW STRUCTURE IS ATTACHED TO EXISTING STRUCTURAL � � ° r - - - - - - - - T - - - - - - - � — � - - - - - - - - - - — � � - - - - - - - - � SHALLBEWATERPROOFANDDAMPPROOF. � .� � I � � I 8. OWNER OR HIS CONTRACTOR TO ENSURE THAT THE NEW ALTERATION WORKS Q °� I � � � $ I 2 I SHALL NOT CAUSE ANY EXISTING MECHANICAL, ELECTRICAL, PLUMBING ETC. �' � o �� J "5 DOWEL tdB Sz I S2` SYSTEMS UNOPERATIONAL. � � x � I � SEE DET. � I N T T 5 � �" w I �i i S2 I � I :� � N °23 � � ; ADDITION FOUNDATION NOTES: � � � � � � � I � � � � ', ; � ; I S2 1. PROVIDE RETROFIT 5/8"0 ANCHOR BOLTS AT ALL AREA OF NEW WORK ON THE ' I � � EXISTING HOUSE (EXTERIOR WALLS AND INTERIOR BEARING WALLS AND SHEAR iL J L I g WALLS). SEE DETAIL 5/S2. g2 I 2. SEE DETAIL 6/S2 FOR HOLDOWN BOLT EPDXY DETAIL. I 3. SEE DETAIL 7/S2 FOR DOWEL NEW FOOTING TO EXISTING FOOTING. I I � 4. SPECIAL INSPECTION IS REQUIRED FOR ALL EPDXY BOLTS. � r, � � �tt� � �I i I i I_ :� � �, � � � FOUNDATION NOTES: � � ii � � ' � ; I ; ; � � � i ,r-------�, 1. SEE ALL PERTINENT INFORMATION IN STRUCTURAL NOTES ON SHEET S0. ; ; � � L �y;— — 1 ', I: 2. SLOPE FINISH GRADE AWAY FROM BUILDING. - , rJ I I 1 .�. .., .� . � � � 3. SEE DETAIL 1/S2 FOR TYPICAL FOOTING SIZE AND REINFORCEMENT. � �� ________F_� _ 4. U.O.N. ALL SLAB ON GRADE SAHLL BE 5" THICK WITH #4 � 18"O.C. AT MID-DEPTH I --�----- -------� �-� --- --- I L J � L _ OVER 2" SAND OVER VAPOR BARRIER OVER 4" GRAVEL AT LIVING AREA GARAGE SLAB SHALL BE 5" THICK WITH #4 � 18'O.C. AT MID-DEPTH OVER 4" � $ I MSt60 GRAVEL OVER COMPACTED SOIL. S2 °� �� 5. ALL LUMBER MEMBERS IN DIRECTLY CONTACT WITH CONCRETE FOUNDATION SHALL Stamp I �______ 24"SQ PAD S2 I ; S2 BE PRESSURE-TREATED DOUGLAS FIR. I "5 DOUJEL T�B � 6. U.N.O. ALL ANCHOR BOLTS SHALL BE 5/8" DIAMETER (7" MINIMUM EMBEDMENT) AT SEE DEt. � I � 4'-0" O.C. MAX AND TO BE EQUALLY SPACED. TWO BOLTS MINIMUM PER LENGTH � g2 � OF MUDSILL PLATE, 12" MAXIMUM AND 6" MINIMUM FROM CUT END. �OFESS/ I � ANCHOR BOLTS SHALL BE INSTALLED WITH SIMPSON BP 5/8-3 BEARING PLATES. �pQ��Y W, �Nql I � � 7. FASTENERS, HARDWARES IN CONTACT WITH PRESSURE-TREATED AND FIRE-RETARDENT ��5 � F� I I � TREATED WOOD SHALL BE OF HOT-DIPPED ZINC COATED GALI/ANIZED, STAINLESS STEEL, , � SILICON BRONZE OR COPPER. Z I L------ i 8. ANCHOR BOLTS SHALL BE PROVIDED AT ALL EXTERIOR WALLS, INTERIOR BEARING � 0570 m � � AND SHEAR WALLS AS SPECIFIED ABOVE � � ==_J �----------- --� I ' 9. ALL OTHER WALLS MAY BE ATTACHED WITH HILTI X-CP 72 (ESR-2379) OR APPROVED * E . 12/31/18 * �---------- � � � , � � � ' EQUAL SHOT PINS AT 16"O.C. WITH PLATE WASHERS. FIRST TWO PINS PLACED 6" J'T �P I � � � ', � AND 10" FROM PLATE ENDS. 9TF OF �p,L�� , , � � } � , , '� � � 10. SHOT PINS SHALL BE INSTALLED MIN. 7 DAYS AFTER THE CONCRETE IS POURED. ------------� � -J I 11. HOLDOWNS SHALL NOT BE SCALED OFF OF FOUNDATION PLANS. THEY SHALL BE I IS"SQ PAD S2 I LOCATED BY CLOSE EVALUATION OF ARCHITECHTURAL FLOOR PLANS AND FRAMING PLANS ABOVE. I � 12. HOLDOWN RODS OR STRAPS MUST BE SET IN PLACE WITHIN THE FORMS PRIOR TO I � FOUNDATION INSPECTION. I 13. HOLDOWN RODS MAY BE SIMPSON 'SB' BOLTS, REFER TO MANUFACTURE � --J I SPECIFICATIONS FOR EMBED, COVERAGE AND OTHER REQUIREMENTS 14. U.N.O. HTT, HDU AND STHD HOLDOWNS SHALL BE ATTACHED TO 4x4 POST I � MINIMUM WITH SHEAR EDGE NAILING ALONG FULL HEIGHT OF POST. I 15. SEE DETAIL 9/S2 FOR TYPICAL HOLDOWNS AT FOUNDATION. � 16. SEE OTHER DRAWINGS FOR HEIGHTS OF DRIVEWAY, SIDEWALKS, STOOPS. � � ' I DOUIEL TtB I ; � EE DEt. � I i I �r,� S2 � � � � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - '�I - - - - - - - - - - ' �t - u� -----, � �L, - � } � I I l2�/8"m ABs _ � v � O � � I I s�� s2 — — � � � � � t6 � � NtT5 NTT5 � � X I I S2 g2 S2 4" TNK CONC.SLAB lU/ �.n L .V � � "3 � IS"O.G.EA WAY g V I MID-DEPTN O/4" CsRAYEL (�� I I O/COMPAGt�D SOIL `� � O I I � � � � I I � � L I I •— � � I I –� � � I I � V I � I EXISTINCs SLAB � TO REMAIN � � � � � � � � � � � � � � � � � � Date I I 4/23/2017 � � Scale 1/4" = 1'-0" L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � DrawnBy w.L. Checked Job No. 170401 Sheet �OU1��T101� �1.�1� S � SGALE: I/�" = 1'_0" REVISIONS BY HOLDOWN � HPAHD22 STRAP � HOLDOWN � P.T.MUDSILL W/ 5/8"� ABs STUD WALL � � - EDGE NAIL POST SPACING PER PLAN FULL HEIGHT „ SIMPSON BP5/8-3 � CONC. SLAB 18 � z � SB BOLT � �E.N. � � DRILL & EPDXY ALL THREAD ROD � �I 1=1 I I I II I I J ADDITIONAL I I 1=1 I 1=' S/8"� A307 W/ SIMPSON "SEf—xP" = . . . � Z �I I=I I I=I I 4 BAR x 36 LONG I I-I I�_ � EPDXY—TIE ADHESIVE. INSTALL � 00 � � -I I I-I I I„ 1.75'� '� PER MANUFACTURERS SPECS. & �� " �' ' ` B E N T R E B A R T O P E R P E N D. ICC—ES ESR-25o8. SPECIAL ' ,I I I-111- - MIN. FOOTING AT CORNER) � � � INSPECTION REQ'D. cO "'—,,,_��PAD GRADE � � � �' • - 'i=I I I=I I I=I I I=I I I=I I I I I — =1'� » i � � � �� ,I I I,;,I I I,;,_ - ' —I I 1=1 I 1=1 I 1=1 I I I I 1= #4 � 24 O.C. VERT. L_____J "� ao '��;,I I I,=,�I I I,=,�I I I �� 1—#4 � MID—DEPTH I I 1=1 I 1=i'� DEEPENED FOOTING HOLDOWN SCHEDULE =I I I��i I I I��,I I I��I I I I I I I I I I I I I I I I I I � 3 4�� I I I=' � PER Le REQ'D HOLDOWN ANCHOR BOLT EMBED. (Le) FASTENERS ''=1 I 1=1 I I,� MIN. � 2—#5 T&B (MIN. 12'�SQ � HTT5 HDU5 S65 8x24 18" 26-16dx 2 1 2" HDU8 S67 8x24 18 20—SDS1 4 x2 1 2 � 12" � � ° HDU11 S61x30 24" 30—SDS1 4"x2 1 2" '� � o HDU14 SB1x30 24 36—SDS1 4"x2 1 2" � v T � �; � .,._, o .., � ti �, � 1 '? 1 3 � TYPIG�L HOLi">OYV�1� 5 �PDXY �1�GHOR SOLT 1 TYPIG�L �OOTI�IG w o � � � � .�..� � ,� > � �� Qo o � � � � � U, w � � � � H 4d SIMPSON HOLDOWN(SEE SCHEDULE) P.T.MUDSILL W/ 5/8"� ABs - STUD WALL 2 �/2" min. 12d " " SPACING PER PLAN DRILL & EPDXY ALL THREAD ROD SIMPSON BP5�8-3 W/ SIMPSON SEf—XP CONC. SLAB �+ 1 EPDXY—TIE ADHESIVE. INSTALL + 1 D D + „ „ PER MANUFACTURERS SPECS. & E.N. / � d=6AR DIAMETER ICC—ES ESR-2508. SPECIAL � a � / D #3 T�RU #8 � � I I INSPECTION REQ�D. �o D=8d FOR :::..;.,.:. :.: . t: :.; w o � � ------ --- i i I I I-1I I- - � ' ' ' ' ' ' #9, #10, #11 u ' ��—��- 1 8 0 B E N D 1 3 5 B E N D 9 0 B E N D � • ..:.. . .:. .., . ..: ... .. .... . . . .... : :..... I-1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I I I I 1=1 I 1=i'' � STIRRUP & TIE HOOKS (#3, #4, #5) —"�_"' -�I I-I I I=I I I=I I 1 3 4" ��I I I=' ''—I I�=1j I,, MIN. - — — — — — — I=I I I=I I I I I I=I I I=I I I=I I I I I I=I I I=I I I=I I I=I I I=I I I=I � —��_ �' -ill,;�lllii,lll�llll I 111=111�;,Ili—'��—,�� ii�= 6 MAX HOLDOWN ALL—THREAD MIN. EMBED ;,�, � #4 C� 24"O.C. VERT. BAR LAP= 60d (A307) Stam � � BAR SIZE LAP LENGTH HDU5/HTT5 5/8"� 10" 1—#4 � MID—DEPTH P 3 23" SUBBASE 4 30 HDU8 7/8"� 15" �2>, 2—#5 T&B >, BAR LAP 5 38" HDU11 1"� 20" Q�OFESS/ON TYP. U.N.O. LAP SPLICE 6 45" ��O��EY W, �� c� 0570 m w � * E . 12/31/18 * 1 S 1 � 1 O TY�. fiZ��fiZ 5�1�17 � L�P C �PDXY HOL170J�11� �30LT 2 TY�IG�L I1�T�R10� FOOTII�G �T9TF OF CA L F��\P ALL HARDWARE EXPOSED TO WEATHER SHALL BE GALVANIZED OR OTHER TYPE OF WATER RESISTANCE MST60 DRILL & EPDXY DOWEL W/ SIMPSON "SET—XP" EPDXY—TIE ADHESIVE. INSTALL PER MANUFACTURERS SPECS. & ICC—ES ESR-2508 24" TYP. — — — — — — — 6„ � 1/2„ GYPBD EA. SIDE a a DRILL & EPDXY ALL THREAD ROD _ z — � a a P.T.MUDSILL W� HILTI X—DN172 � W/ SIMPSON "SET—XP" � � � ° a C� 16 O.C. ( ESR-2379 ) � 'C� EPDXY—TIE ADHESIVE. INSTALL — PER MANUFACTURERS SPECS. & � � } � � � �'� I=1 I I,�I I I�I I 1=1 I 1=1 I 1=1 I I— ° ° V ICC—ES ESR-2508. SPECIAL / �n �—;= a a° INSPECTION REQ'D. �j\� — — � -�I I,;iI I II I�I I II I I I ° � O 1/2"0 A307 ALL THREADED /� ^�n � — a � � � � � L � a �- � L — ° a � . � � � - o � 5,. - — — — — — — � S � � EDGE OF — a ° a ° MIN U.O.N. #5 DOWEL T&B '=111.;,Illiiilll�lllllllllllllllllllllllll�llliiilll��,lll III �� L v FOOTING (� a CORNER ° ° n` � 3» W '� O � MIN. � • � � � � 1 q 1 5 1 1 �PDXY STR�P I�OL170Y�11� � �PDXY 170Y�1�L5 3 I1�T�RIOR P�RTITIOI� � � � �- v SIMPSON PBS #4 DOWEL � 24"O.C. SLOPE PER PLA � 6x6 POST DRILL & EPDXY DOWEL EPDXY 6" INTO E SLAB W/ SIMPSON "SET—XP" SAW—CUT EXISTING SLAB � ) SIMPSON ABU66 EPDXY—TIE ADHESIVE INSTALL FOR NEW FOOTING 24�� TYP. PER MANUFACTURERS SPECS. & ICC—ES ESR-2508 — (E) FOOTING & SLAB �- Q ° _� ° Date . . . . — � — — a 4/23/2017 _ „ _ —1I I-1I I-a °a � I I I-1I I-'' s��e ��,- . — — �— a a —�� „ _ , „ 11-111-111- � '-111,_, I I I 11��,111— 3/4 1 -0 — — — — — —I I I 2— 5 T & B � . . a . . ' �=��i�� ,��— ��—��—�� I�� # _ a a ap Drawn By -i I I I I I—I I I—I I ��—��—��— �—��__ - - - ° ° W•L• ''—i i�_�I I, �=1 I 1=1 I 1=1 I � I I 1=1 I 1=1 I I� —I I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=I a . 00 � —��I—�� I I,;� I I= I I—I I� I I=�I I—�I I�,,��i- ��-1Ti— � a � � Checked SUBBASE I I I�I I�I� �I I I—�I I— U.O.N. #4 Job No. � DOWELS � 24"O.C. 6„ L _ _ J #5 � 12"O.C. E.W. SEE PLAN 170401 � Sheet 12° S2 20 1 6 1 2 8 i��l�l 5L��3 TO (�� OOTII�G �F i��Y�l �TG TO (�� SL�S A B C REVISIONS BY ADDITION AND REMODELING: � 1. EXISTING CONSTRUCTION SHOWN ON DRAWINGS WAS OBTAINED FROM EXISTING � DRAWINGS AND/OR BY FIELD MEASUREMENTS. 2. CONTRACTOR SHALL VERIFY ALL EXISTING FIELD CONDITIONS AND DIMENSIONS I I PRIOR TO STARTING CONSTRUCTION. � 16 ��_m�� 3. CUTTING, DRILLING, REMOVAL...ETC. OF THE EXISTING CONSTRUCTION SHALL BE I S� PI PERFORMED IN A GREAT CARE NOT TO DAMAGE THE INTEGRITY OF THE BUILD'G. � 4. NO EXISTING MEMBERS MAY BE REMOVED UNLESS THE STRUCTURAL PLANS �+ �+ INDICATES OTHERWISE. _____________________ 5. IF STRUCTURAL MEMBERS NOT INDICATED FOR REMOI/AL ARE INTERFERING WITH �X$ � ------------ � THE NEW WORK, THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED. � 6. CONTRACTOR SHALL SAFELY SHORE THE EXISTING CONSTRUCTION WHEREVER � � THE EXISTING SUPPORTS ARE REMOVED TO ALLOW THE INSTALLATION OF THE � I �+�`� ��' NEW WORKS. � 7. ALL LOCATIONS WHERE NEW STRUCTURE IS ATTACHED TO EXISTING STRUCTURAL I � SHALL BE WATERPROOF AND DAMPPROOF. � � 0- 8. OWNER OR HIS CONTRACTOR TO ENSURE THAT THE NEW ALTERATION WORKS � � SHALL NOT CAUSE ANY EXISTING MECHANICAL, ELECTRICAL, PLUMBING ETC. ' SYSTEMS UNOPERATIONAL. � 0 � O 9. EXISTING STUD WALL CAN BE REUSED. HOWEVER, NEW STUD WALL SHALL BE Q PI i N USED IF THE NEW PLATE HEIGHT IS HIGHER. IT IS NOT ACCEPTABLE TO CONSTRUCT A CRIPPLE WALL ON TOP OF THE EXISTING WALL UNLESS BRACES � � (KICKERS) AT THE HINGE POINT ARE PROVIDED. �j � 15 � �u � Sq. 10. MEMBERS WITH FIRE DAMAGE, WATER DAMAGE(DECAY) OR MOLD SHALL BE O � � I g�. � � REPLACED WITH SAME SIZE MEMBER. �0 X ca �r I �-t-D`�� +��s U � � o � V � � N .� V� I O � N ^` � 1 V/ � � y � � U T � I � � � � CJ�, ��u � I � .� v�i . 'sr �- P2 I � bA � a�'i � � � � � � � '�S �` 's� � � w � 3 �----------------------------- i __ ---------- -------- -------- - - -------�pR------------ -- �, � _ � � _ , � � 2 � x$ , � �_______________________� r __ � � � r -- O o0 i i i i � i I I I I I I I �_______________________ � � � �. � � � � � � I I / I . y � �. � � � � � � � I � _ � I Q O� � � � � � � � � � P2 � �J4� �' O � � � � � MSTA�6 � � � � r � � � I I I I I I I I � � � w I I I 6 I I I I I � � � `O °� I I I S4 I I I I I � I I I I I I N � I I I I I I � I I �I �� I I I I I I � I I ;I -�- I I I I I I I I I I I � I I I I I I I I I I � � �-� I I I I I I I I �q, I 'f � �_J � ' I I I I I I I I I I X - i i i i i i � � S� YP. � � _ 2x6 .J. 16"O C. � � � � � + I I I I I I I ��s BOT . � B- " � � I I I I I I I I I I I I I I I I I � I I I I k I I I I I � � I I I I I I I I I I I il ; ' �-, I I I I I I I I I I �I I � _ � � � � IS � � � � � � � � � � I I I I I I -- ------ ----------- � � � � � - � - � -- � � � � � r t- � � � � � ----, � ------- I I I I I I I I I I ,I --- S4 � S� ' � � � � � � I I I I I I � I I I I il i � (� � i � � � � I I I I il � � � � � � � � � � � ' ------ ---- -- � -------- ---, - II � � ��- � � , , � � --- - ------- ----- - ---- ----- - - ----- ------------- --- - � � , � -- � �_�r � -- -- ------- �, I I I I I I ----------�------- T--� I I � - -- -- - -�-- --- ------ -- ------- - --- - ---- - --- - �`� t �t �c� �#t �t � �t ' I J L J L J L� J L J L J L J� ____ L__ _ i i i i i i i i i i i i � � � MStC40 lN)PL � I I I I I I � _ r✓- I 4X14 S� OTT $' 0� 7 -� ___1 r___7-r---�-r---�--r----r-r--- �r Tr Tr �r � r � r � r �` i i i i i i � i i i i i i i to lE) PL l� � � � i i i � � i i i i i i i i � ; 2 � , � � S� Stam P i i ��--------- i i i i i i i i i i �� ' �----------- i i i i i i i i i i i i i i i i i i i i i i i i i i i i � � � � � � � � � � � � � � i� i pi �Q N i i i i i i �OFESS/0 � � � � � � � i� i ' EY W. �9l � � � � � � � � � � � � � I i i i i i i i i i i i i i i �;,� �,�`��,�� l �"� i i i i i i i i i i i i i i x! I I �L I I `t' � i i ��------------- i i i i i i i i I i �i � �-------------- W 0570 m � � i i i i i i i i i i i i i i " � � � � � ! �"O � , --,i i�-----�----- --, i i i i i i i i i i ' ' 2x6 .J. � I C. ' E . 12/31/18 � � � ---�i �, ;--�----- a--- i i ---� -- -- ------ - � 0�� - B T . � B- * � ' - � � � � � � � � � � l � � , � � � � � � � � � � 9TF OF v L�Fp��P -----------------------� ; ; ��--- - i i i i i i i i i i i i i ! ! ! L - ---� �------------ � ��---_�`------------ � � --� ! --� � �� ;- ------------------------ � � --- � � -------- � \ --------------------------- �- ------------- --------------------------- -------j � � 1� � --�-----�--- � � \ � i i i i i i � i � i i i i i i i i i i i i i i i i � I I I I I I I I I I I I I I �g I I I I I I I I I I I I I I I I I S4 I I I � / I I I I I I I I I I I I I I I I I / 6XI BO T g '_0" � I --�I I � I � ---� J L J L J L J L J L J L J L � I I --JI I - I I I I I I I I I I - J - � r � r � r � r � r � r � r I I I I I I I I I I I I I I I I 10 I I I I I I I I I I I I I I I I I / I I I I \ I I I I I I I I I I I I I / \ D` I I I I I I I I I I I I I I I I I � I I I I I I I I I I I I I I I I I I I I I I I I li / I I I I I\ I � � I I I I I I I I �I i / \ � 2x6 .,1. � 16"OC. �� I I I I I j � I I I I I I I I I �I.i " _;.; � I I I I I I I I I ,I , �i i I I I I I I I I I I I I I I I I il � BOT . � B-0 �� / I I I I I � I I I I � I I I I I I ;I ; / \ X� I I I I I I �� I I I I I I j � � j �', �I j I I I I I I I I I � ' / I I I I I I � I I I i yt I I ,y� I / � � • � � � I I I I I I � � ------�---, � ' ' i I I I i I 4 8 I� �'i � � � , _ . - r `__� _ � , `__ __ � i i i i � ------� r �---� --------- -- - - - � � � -----� �---� � � ' ,X�� X' v O 6P�� 4x � � � p�+ � � � S � � '� � � � � � Q � � � � � ROOF FRAMING NOTES: .� � � 1. ROOF SHEATHING TO BE 1/2" CDX NAILED & PLACED PER STRUCTURAL NOTES ON � � � SHEET S0. 2. U.O.N. ROOF RAFTER SHALL BE 2x6 � 24'O.C. � V 3. U.O.N. ALL HIPS, VALLEYS & RIDGES SHALL BE 2x8. � 4. U.O.N. PURLIN SHALL BE 2x6 W/2x6 KICKERS � 48'O.C. TO BEAM/BEARING WALL � BELOW. 5. ALL CALIFORNIA ROOF FRAMING SHALL HAVE ROOF CDX AT BOTH UPPER AND LOWER ROOFS. 6. PROVIDE 2x6 COLLAR TIES AT 48"O.C. WITH 5-16D AT EACH END TO RAFTER. 7. ALL EXTERIOR WALLS AND STRUCTURAL WALLS SHALL REFER TO DETAIL 1/S6 FOR TOP PLATE CONTINUITY. 8. U.O.N. ALL EXTERIOR WALL HEADERS SHALL BE 4x12 DF#2 � 2x4 WALLS OR 6x8 DF#1 AT 2x6 WALLS. 9. U.O.N. ALL EXTERIOR WALL EXCEED 10 FEET IN HEIGHT SHALL BE 2x6 � 16'O.C. 10. U.O.N. FOR NON-BEARING WALL, 2x4 STUD � 16"O.C. CAN BE UP TO 14 FEET AND 2x6 STUD � 16"O.C. CAN BE UP TO 20 FEET HEIGHT. 11. U.O.N. SHEAR MATERIAL (PLYWOOD) SHALL BE APPLIED UP TO ROOF. 13. SEE ALL PERTINENT INFORMATION IN STRUCTURAL NOTES ON SHEET S0. 14. RAFTER SPAN MORE THAN 8'-0" SHALL HAVE LUS26 HANGER TO RIDGE/HIP/l/ALLEY. 15. KICKERS SHALL BE 2x6. USE (2)2x4 WHERE KICKER LONGER THAN 6'-0': Date 17. WRAP ALL NEW EXTERIOR WALLS WITH CDX OR OSB. 4/23/2O 1� 18. CONTRACTOR SHALL REVIEW ALL TYPICAL FRAMING DETAILS (e.q. TOP PLATE Scale SPUCE WALL CORNER CONNECTIONS, SHEAR PANEL NAILING, etc.), SILL 1�4�� _ 1�-O�� NAILING AND BLOCK REQUIREMENTS PER FOOTNOTES IN SHEAR WALL SCHEDULE PRIOR TO STARTING ANY FRAME WORK, Drawn By w.I,. � � ROOF IS DESICsNED FOR GOMPOSItION SNI1�lGLE l5 sf MAX.) � � Checked p Job No. 170401 Sheet fiZ00� �i��1� I1�G ��1� G�ILII�G �i��1�I �lG ��1� S � SGALE: I/�" = I'-0" SCALE: 1/4" = I'-0" �-� EQ. E4. REVISIONS BY � � � � MSTC40 U.N.O. MSTA36 � JOINT, WHERE � X � L 4 MIN. d OVERLAP IS LESS THAN 48" � 8d � 6"O.C. 16d C� 6"O.C. NAILING IS PROHIBITED WITHIN FACE NAIL 16d � 8"O.C. 3" FROM END OF MEMBER FACE OF 24-16d MIN.) AT EXT. WALL A35 C� 24"O.C. UNLESS THAT A STRAP IS ATTACHED TO SUPPORT AND ALONG SHEAR WALL LINE) WHERE PLYWD OVERLAP Z � �� — � � — — 2x KING STUD W/ FACE � `" MSTA36 � JOINT, WHERE /� NAIL 16d C� 6"O.C. BOTH SIDES `V � MSTC40 U.O.N. OVERLAP IS LESS THAN 48" � E• OR POST CAP PER PLAN �Q � DROPPED BEAM (N)PLYWD & 2x E.N �� STUD WALL SILL NAIL � X z N FLUSH BEAM 8d � 6"O.C. � Q _�POST OR MULTI—STUDS d 4 "�� N � CONTINUOUS TOP PLATES � flROPPED B�ikM MAX. -o cv E.N. � �I z � BEAM PER PLA FULL HT. BLOCK G MATCH o � 48" MIN. � BEAM DEPTH NOTCHING OF STUDS IS NOT PERMITTED OVERLAP E.N. A35 EA SIDE (E) SHEAR CLIPS d = DEPTH OF MEMBER MSTC40 U.O.N. d/2 d/2 L = CLEAR SPAN NO HOLES ARE PERMITTED (N) 3/8" PLYWD d WHERE "d" IS 5 1/2" OR LESS OR (IF THERE IS EXISTING PLYWD J IN BOTTOM OF BEAM. APPLY (N) PLYWD OVER (E) PLYWD USE 10d NAILS) NOTCHING OF BEAMS IS NOT PERMITTED W/ 2x NAILER x 4'-6" LONG � � � � � EXCEPTION SHOWN ABOVE (� SUPPORT). W/16d C� 3"O.C. STAGGERED � � o NOTCH (E) TOP PL FOR POST AT NAILER TO COLL. AS NAILING IS PROHIBITED WITHIN •� � o (N) F.H. STUD ' 3" FROM END OF MEMBER 2x STUD BELOW TOP PL SPLICES � � � REQ D FOR ST & MST STRAP � FLUSH BEA�M WHERE 1 3/4 WIDE COLL. IS USED THAT A STRAP IS ATTACHED TO � � � ,,._, � .� � o T ti � 1 � 1 3 TYP. �3��1� �T SU�PORT q �+OL�S/�IOTGH�S li� J5T � ��M 5 ��M-TOP PL ST1��P 1 TY�. GO1�TI�lU0U5 TOP PL w o � � � � .�..� � 4-16d NAIL � KICKER TO RAFTER CA FRAME HIGH ROOF SHALL BE FRAMED WITH 2x6 RAFTER C� 24"O.C. � �= � PROVIDE 2x6 PURLIN � 6 FT ON CENTER W/ 2x4 KICKER C� 48"O.C. PLYWOOD SHEATHING CONT. PLYWOOD ',�, Q o TO SLEEPER BELOW. SLEEPER SHALL BE 2x6 LAID FLAT ON CALIFORNIA EDGES ,� ° x LOW ROOF W/ (2)-16d TO EACH RAFTER. EDGE NAIL (E.N.) � � w BLOCK & EDGE NAIL PANEL JOINT � ,� � AROUND OPENING C� STUD CENTER LINE � � � 2x6 RAFTERS � 24"O.C. ROOF PLYWD C� HIGH ROOF RAFTER COLLECTOR CONTINUED TOP PLATES WHERE OCCURS AND LOW ROOF 8d C� 6"O.C. BOUNDARY NAIL (B.N.) . � U.N.O. MSTA36 i� \� C� LEDGER CONDITIONS . • ' AND CONTINUOUS � � • " • A TS12 STRAP EA. SIDE OF DBL �� PLYWOOD EDGES � ' . • � � . BLOCK ALL -- . • . � • . . RF RAF TO WALL BELOW PANEL EDGES II II II II II II I � � • • , � • • . ' I I I I I I I I I I I A�L PANELS EDGES A35 PER KICKER ' � • � � � II I I II II II I • . • • A BEAM PER PLAN 8d � 6"O.C. � ' . • • . ' . II II II II II II I 2x6 KICKER W/ MAX. UNBRACED 2x SLEEPER � . ' . . • £Q, II II II II II II I �� a^ LENGTH = 6'-0" W/3-16d TO EA JST ' EQ, 3X STUD �� \�� z\ USE (2)2x4 WHERE L>6 —0 MAY BE REQ'D I II II II II II � I. \� � ADJOINING � � �'��, \�� PANEL EDGES II II II II ,11, II `J�-� __�______ __________ ROOF TRUSS TOP CHORD WOOD JOIST, RAFTERS EDGE BLOCKING , ONLY i � POST PER PLAN 2x BLOCK r � � OR RAFTER PER SWS. II II II II II II I W/16d C� 6"O.C. �� OR TRUSS WHERE BLOCKED DIAPHRAGM 2x NAILER x 4'-6" LONG II II II II �� II,�� II FIELD NAILS � Stamp r---- -- — � x — — ---- IS INDICATED ON PLAN W/16d � 3"O.C. STAGGERED INTERMEDIATE STUDS x FIELD NAILING (F.N.) (2x4 FLAT OR LARGER) NAILING IS PROHIBITED WITHIN AT NAILER TO RAFTER AS II II II II II _ II I i i 2x CLG JST W/ LUS24 HGR H3 C� 48"O.C. � 3" FROM END OF MEMBER REQ'D FOR ST & MST STRAP � � Q�pFESS/ON CS16x20" LONG AT � � RAFTER TO SLEEPER THAT A STRAP IS ATTACHED TO � � �p �EY W, '9� EACH CLG JST � �� (E) WALL TO BE REMOVED �� A — A SILL PLATE EDGE NAIL�_�/ �"��'� l �� i i 8d C� 6 O.C. NOTE: 6" � PLYWOOD DIAPHRAGM IS UNBLOCKED , UNLESS NOTED ON PLAN OR G.S.N. c� 0570 m w � 1 8 1 4 TYP. G,� ��,�1�� 1��LL�Y 1 O TYPIG�L PLYYV,OOi7 1.�YOUT 6 ST��P R�� TO TOP PL 2 TY�. SH��R Y�I�LL * E . 12/31/18 * �T9TF OF CA L F��\P �—� �� i� � � � � MSTC40 U.N.O. 'U' TYPE HANGER TYP. 01 SHEAR MATR'L i x i 3 2 �� TYP. U.N.O. �2 STUD FACE NAIL WHE E�C J.BS ACING/D FFERdFROM RAFTER � � � � E N� SPAC NG H 03 E.N. TYP. SIMPSON H2.5 PER RAFTER �-2x KING STUD W/ FACE OO —' �02 �� RF E.N. LS50 C� EA. 2x BLOCK SEE NAIL 16d � 6 O.C. BOTH SIDES 2 S.W.S FOR CLOSER SPACE DBL JST EACH SIDE OF 8d C� 6"O.C. OPENING TYPICAL NAILING IS PROHIBITED WITHIN _�POST OR MULTI—STUDS �o�sTs nP. CONT. SHEAR SHEAR WALL CROSS . �%��/�� \ ' '�'� 3 FROM END OF MEMBER CS16 MIN. 2—BAYS q g � '� / �� \\�=��\ � �� THAT A STRAP IS ATTACHED TO PASSED OPENING � n` } ,—'� ��,\ \`�_�\ � � C.J./COLLAR TIE SEE PLAN .�:�� SOLID BLOCK'G W ,� O ��, � �; E.N. WHERE OCCURS MIN. 5/8" •�' � � � .i• \\\'�, \�� U.O.N. 5-16d � C.J. EACH SIDE �:i• MSTC40 STRAP � � i �� SHEAR MATR'L PER PLAN — TO RAFTER . i TOP PL C� PLUMBING 2 � � � � NOTCH ��, PLYWD EDGE NAIL TO BLK'G � 3 � 3 3 3 � S X 2x6 SLEEPER W/ & BOUNDARY MEMBERS � � .v � .�`` 3-16d TO EACH N P• 3 � (� � v (E) RAFTER n` NOTE: THIS DETAIL IS FOR TYPICAL �� W (� O ADD NEW STUD BELOW CONDITION AND SHALL BE APPLIED � � JOIST U.O.N. OR SHOWN ON PLANS. C CORNER D CORNER OPERPENDICULAR � � .� � � 1 �1 1 5 fiZ00� �� 1 1 STR�f� �T TOP �L �R��K '7 TY� O��IG �T �LO01� / 1�00� 3 TY�. GOi��I�R SH��R � � � 24„ r— v NOTCH RIM 1-1/2" 14" STRAP LENGTH � CS16 MAX. � OUTRIGGER 8d � 6" O.C. 4-16d 34" STRAP LENGTH � CMST14 (3)-8d T.N. T&B (2)2x TOP PL MSTA24 C� 48"O.C. AT SLOPING CEILING 4-8d/BLK� 4x KS HEADER PER PLAN � . SEE FOLLOWING SCHEDULE FOR RIDGE BEAM 8d C� 6"O.C. TYP. • NON BEARING WALL (ROOF E.N.) . • E.N. L � ' •• � • (3)-16d 0/RAFTER OOD SIMPSON 'U' HANGER . 8d T.N. � 6" O.C. E.N. P P 2x4 FLAT OUTRIGGER � � 2�NG��` 2x KING STUD 2x4 FLAT BLK G �. � 24" O.C. MSTA36 � COLL. TO BLK TO K NGMSTUD/ 16d � 8"O.C. SHEAR WALL MATERIAL� 2x BLK'G � 24"O.C. NAILING IS PROHIBITED WITHIN C� 1ST BAY 3" FROM END OF MEMBER 2x BLOCK MATCH DEPTH SLOPE CEILING 16d TO MATCH E.N. » THAT A STRAP IS ATTACHED TO OF VALLEY (2�2x SILL PLATE WHERE OCCURS Date 4/23/2017 SPACING UNLESS PLYWD A35 C� 24 O.C. (*) 2x NAILER (36" LONG) W/ MSTA24 C� 48"O.C. IF COLLAR NAILED TO ONE MEMBER SEE S.W.S. FOR CLOSER 16-16d TO COLL. RAFTER TIE IS NOT APPLICABLE Scale ** SPACING „ „ �� _ � �� AT JOINTS( ) 14 STRAP LENGTH � CS16 8d � 6 O.C. TYP. 3/4 1 -0 2x6 OR (2)2x4 BRACE � » � RIDGE BOARD 34 STRAP LENGTH C� CMST14 STRAP LENGTH PER PLAN 2x SILL SOLE PL - - 48"O.C. FIRST BRACE START I I I I � � ROOF E.N. Drawn By SHEAR WALL E.N. � AT 3 -0 CRIPPLE HEIGHT U.O.N. MIN. 6'-0" I I I I I I 0/RAFTER OOD W.L. 6-8d TOE NAILS C� EA. RAFTER TYP. U.N.O. Checked HEADER 2x BLK � 24"O.C. � 1 ST BAY MAX. SPAN (NON—BEARING) Job No. ST6236 AT BOTH END � 3'-6" 4x4 OR (2)2x4 170401 OF SHEAR WALL A35 C� BRACE TO TOP PL NOTE: THIS DETAIL IS FOR TYPICAL Sheet EXTERIOR WALL MAY BE CONDITION AND SHALL BE APPLIED 6'-0" 4 x 6 BALLOON FRAME F. HT. U.O.N. OR SHOWN ON PLANS. NAILING IS PROHIBITED WITHIN U.O.N. A35 � 16"O.C. 8'-0" 4 x s FLAT CEILING 3" FROM END OF MEMBER * A35 IS NOT REQ'D WHERE PLYWOOD LAPPED THAT A STRAP IS ATTACHED TO � � ** 3x MEMBER REQ'D AT PLYWD JOINT FOR P3 & HEAVIER SHEARWALL 20 1 C G��3L� �1�17 iz00� 1 2 STfiZ�P ON fiZ00� S TYPIG�L OP��lI1�G I�l Y�I�LL � TY�. RI�G� REVISIONS BY G� 1� � iZ�� 1� OT � S 0 GENERAL NOTES MISCELLANEOUS NOTES: � NAILING SCHEDULE (MINIMUM) � � �� L L �G � � � U � � � 101. ALL WORK PERFORMED IN THIS PROJECT SHALL COMPLY WITH 2O16CBC AND 401. U.N.O PROVIDE ST6236 AT TOP PLATES AT PLUMBING PENETRATIONS. ALL PERTINENT LOCAL CODE REQUIREMENTS, LAWS AND ORDINANCES. 402. ALL SIMPSON CS STRAPS SHALL BE ATTACHED TO FRAMING WITH 8d NAILS THIS NAILING SCHEDULE TO BE USED ONLY IF NOT SPECIFIED ELSEWHERE IN � 102. ALL WORK PERFORMED SHALL COMPLY WITH THESE GENERAL REQUIREMENTS IN EVERY OTHER HOLE IN EACH ROW. STRUCTURAL DRAWINGS. UNLESS OTHERWISE NOTED ON PLANS OR SPECIFICATIONS. 403. ALL FRAMING ANCHORS, STRAPS, HANGERS, POST CAPS, COLUMN BASES, 1001. ALL NAILING SPECIFIED ON DRAWING AND THIS SCHEDULE SHALL BE IN TYPE ALLOWABLE SHEAR MATERIAL EDGE NAILLING FIELD NAILING SILL NAILING BLOCK NAILING MUDSILL AND 103. CONTRACTOR SHALL COORDINATE ALL DRAWINGS, VERIFY ALL DIMENSIONS, HOLDOWNS, HINGE CONNECTORS, ANGLES AND CLIPS SHALL BE ACCORDANCE WITH 2O16 CBC TABLE 2304.9.1 SHEAR (intermediate) � ea 16" o.c. C� ea 16" o.c. ANCHOR BOLT � ELEI/,4TIONS AND CONNECTIONS BEFORE CONSTRUCTION. MANUFACTURED BY SIMPSON OR EQUAL. NAILING SCHEDULE SHALL BE IN (plf) (footnote 2) (footnote 3) 104. CONTRACTOR SHALL BE RESPONSIBLE FOR ON SITE VERIFICATION OF CONDITIONS. ACCORDANCE WITH PRODUCT REQUIREMENTS. CONNECTION FASTENING LOCATION P1 260 �/2�� CDX (OSB) 8d Common or Galv Box � 6"o.c. 8d Common or 2x W/3-16d (1)- A35 2x W/ 5/8"0 � 105. DRAWINGS ARE NOT TO BE SCALED. DIMENSIONS NOT SPECIFIED, WHEN 404. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING THE APPROPRIATE 1. Joist to sill or girder 3-Sd common toenail block all edges Galv Box � 12 OR � 4 -0 O.C. REQUIRED BY FIELD CONDITION, SHALL BE DETERMINED BY ENGINEER. SIZE AND CONFIGURATION OF CONNECTORS FROM THE SERIES DESIGNED 3-3"x0.131" nails „ � 106. ENGINEER SHALL BE NOTIFIED FOR ANY FIELD CONDITIONS DIFFERENT FROM ON DRAWINGS. UNLESS NOTED OTHERWISE 3-3" 14 gage staples A35 � 16 O.C. THOSE INDICATED ON DRAWIN�S. 405. UNLESS NOTED OTHERWISE ALL NAILS SHALL BE COMMON NAILS. . Bridging to joist 2-Sd common toenail each end P2 350 1/2" CDX (OSB) Sd Common or Galv Box � 4'o.c. 8d Common or 2x W/4-16d (2)- A35 2x W/ 5/8"0 � 2-3'k0.131" nails block all ed es " � » 107. ENGINEER SHALL BE NOTIFIED FOR ANY QUESTIONS WHICH MAY ARISE 406. ALL TOE NAILING SHALL BE Sd NAILS. 2-3" 14 gage staples 9 Galv Box � 12 OR � 2 -8 O.C. PERTAINING TO THE DRAWINGS AND SPECIFICATIONS 407. ALL NAILS EXPOSED TO THE WEATHER SHALL BE HOT-DIPPED GALI/,4NIZED 3. 1'x6" subfloor or less to each 'oist 2-Sd common face nail A35 (4� 12"O.C. 108. GENERAL CONTRACTOR AND HIS/HER SUBCONTRACTORS ARE NAILS. 4. > 1 x6 subfloor to each 'oist 3-Sd common face nail " 2x W 6-16d in " RESPONSIBLE FOR ALL THE EXCAI/ATION PROCEDURES INCLUDING LAGGING, 408. CONVENTIONAL LET-IN BRACINGS ARE NOT REQUIRED IN THIS PROJECT. P3 490 1 2" CDX OSB 8d Common or Galv Box � 3 o.c. 8d Common or � (2)-A35 3x W/ 5/8 0 SHORING AND THE PROTECTION OF THE ADJACENT PROPERTY, STRUCTURES, 5. 2" subfloor to 'oist or irder 2-16d common blind and face nail � � � Sta ered, 3x at all ad oin " 2 rows w/4x � �� 409. NELSON STUDS SHALL BE MANUFACTURED AND FABRICATED PER TRW 6. Sole late to oist or blk' 16d � common 16" o.c. t ical face nail 99 J 9 Galv Box � 12 OR � 2 -0 O.C. 1 9 YP member below » STREET AND UTILITIES. NELSON REQUIREMENTS. aPso see s.w.s. 3"x0.131" nails � 8"o.c. panel edges & 3x mudsill A35 � 10 O.C. 109. TYPICAL DETAILS ON THESE SHEETS SHALL APPLY WHERE NO SPECIFIC 410. ALL ITEMS (SPRINKLER PIPES, MECHANICAL EQUIPMENTS...ect.) INTENDED 3" 14 gage staples �12'o.c. block all edges diaphragm DETAILS OR SECTIONS ARE GIVEN. TO BE SUPPORTED ON OR FROM THE STRUCTURE UNLESS WITHIN THE Sole plate to joist or blk'g at 3-16d at 16" braced wall panels » » 110. MATERIAL NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER STRUCTURAL DRAWINGS, SHALL BE SUBMITTED TO THE ENGINEER PRIOR braced wall panel 4-3"x0.131 nails at 16" P4 640 1/2" CDX (OSB) 8d Common or Galv Box � 2 o.c. gd Common or 2x w/8-16d in (2)-A35 3x W/ 5/8 0 � 4-3" 14gage staple per 16" Staggered, 3x at all adjoin g Galv Box � 12" 2 rows w/ 4x OR � 1 -4 O.C. � N o STRUCTURAL NOTES CONTAINED HEREIN. TO INSTALLING. 7. Top plate to stud 2-16d common end nail panel edges & 3x mudsill member below A35 � 8"O.C. •� � o 111. ALL DRAWINGS AND SUBSEQUENT REVISIONS IF ANY SHALL BE APPROVED BY 4 1 1. U N L E S S N O T E S O T H E R W I S E, S E E A R C H I T E C T U R A L D R A W I N G F O R D I M E N S I O N S, 3-3"x 0.1 3 1 nai ls b loc k a l l e dges diap hragm N � T B U I L D I N G O F F I C I A L P R I O R T O S T A R T I N G C O N S T R U C T I O N. WALKS. RAMPS, PATIOS, ELEI/ATIONS, ROOF PITCHES etc 3-3" 1 4gage s tap les � � 112. ALL DRAWINGS AND SUBSEQUENT REVISIONS IF ANY SHALL BE MADE WITH 8. Stud to sole plote 4-8d common toenail P8 770 1/2" CDX (OSB) 10d Common or Galv Box � 2"o.c. 10d Common or 3x w/(4)SDS1/40 (3)-A35 3x W/ 5/8"0 � �' ._ WRITTEN APPROVAL OF ENGINEER. 4-3'x0.131 nails Staqqered, 3x at all adjoin'g Galv Box � 12" x6" Wood Screws OR � 1'-4"O.C. bA � � 113. CONTRACTOR SHALL VERIFY ALL HEATING, VENTILATING, PLUMBING AND 3-3" 14 a e sta les » � � � -1 d common end nail panel edges & 3x mudsill w/4x member A35 � 6 O.C. � 3 ELECTRICAL OPENINGS AND NOTIFY THE ENGINEER FOR ANY DEVIATIONS LUMBER NOTES: block all ed es w � 3-3'x0.131 nails q below diaphragm o m FROM THE DRAWINGS. 3-3" 14 a e sta les � � °° 114. THE STRUCTURAL DRAWINGS SHOW STRUCTURAL FEATURE ONLY. SEE 501. ALL LUMBER SHALL HAVE MOISTURE CONTENT NOT EXCEEDIN� 19q PRIOR 9. Double studs 16d common C� 24"o.c. face nail P9 870 5 8" CDX OSB 10d Common or Galv Box C� 2"o.c. 10d Common or 3 -A35 3x W/ 5/8"0 '-' ; m ARCHITECTURAL, MECHANICAL, ELECTRICAL AND OTHER DRAWINGS FOR � � � , 3x w/(5)SDS1/40 � � > » � � � TO INSTALLATION. 3"x0.131 nail C� 8"o.c. or 1/2" Staggered, 3x at all adjoin g Galv Box � 12" " OR � 1 -4 O.C. q � NON-STRUCTURAL ITEMS. x6 Wood Screws „ �, � o 502. WOOD MEMBER AGAINST CONCRETE AND OTHER MEMBERS LOCATED WITHIN 3"14 a e sta le C� 8"o.c. STRUCTURAL I panel edges & 3x mudsill w/4x member A35 � 6 O.C. � o � 115. EXCEPT AS NOTED HEREIN. NO STRUCTURAL MEMBERS SHALL BE OMITTED, 8" OF FINISH GRADE SHALL BE PRESSURE TREATED DOUGLAS FIR LARCH. 10. Double top plates 16d C� 16 o.c. typical face nail block all edges � � � below diaphragm � �, w NOTCHED, CUT, BLOCKED OUT, OR RELOCATED WITHOUT PRIOR APPR01/AL BY 503. 2x4 STUD SHALL BE DOU�LAS FIR LARCH STANDARD GRADE OR BETTER. 3"x0.131 nail C� 12'o.c. � THE ENGINEER OF RECORD. 504. 2x6 STUD SHALL BE DOUGLAS FIR LARCH #2 OR BETTER. 3"14gage staple C� 12'o.c. P3D 980 1/2" CDX (OSB) 8d Common or Galv Box � 3"o.c. 8d Common or 3x w/(6)SDS1/40 (3)-A35 3x W/ 5/8"0 � `� � 116. THE STRUCTURAL DRAWINGS FOR THIS PROJECT DESCRIBE THE BUILDING 505. TOP & SOLE PLATES SHALL BE DOUGLAS FIR LARCH #2 OR BETTER Double top plates 8-16d common lap splice BOTH SIDE Staqgered, 3x at all adjoin'q Galv Box � 12" �� OR � 1'-0"O.C. � �" 12-3'x0.131 nails x6 Wood Screws ,� STRUCTURE ONLY, AND ARE NOT INTENDED TO SHOW NON-STRUCTURAL 506. 3x & 4x POST SHALL BE DOUGLAS FIR LARCH 2 OR BETTER. panel edges & 3x mudsill A35 � 5 O.C. ITEMS COORDINATION FOR AND INSTALLATION OF MECHANICAL, ELECTRICAL, # 12-3" 14gage staples w/4x member 507. 2x & 4x JOISTS AND BEAMS SHALL BE DOUGLAS FIR LARCH 2 OR BETTER. (footnote 4 block all edges # 11. Blk btwn oists or rafters to to I 3-Sd common toenail � below diaphraqm ARCHITECTURAL AND MISCELLANEOUS NON-STRUCTURAL ITEMS SHOWN 9 � p p offset panel joints ELSEWHERE IN THE PROJECT PLANS SHALL BE THE RESPONSIBILITY OF 508. 6x & Sx FRAMING MEMBERS SHALL BE DOUGLAS FIR LARCH #1 OR BETTER. 3-3'x0.131 nails 509. SIMPLY SUPPORTED GLUED-LAM BEAMS SHALL BE 24F-V4 DFL/DFL. 3-3" 14gage staples GENERAL CONTRACTOR 12. Rim 'oist to to late P4D 1280 1 2" CDX OSB 8d Common or Galv Box � 2"o.c. 8d Common or 4 A35 3x W 5/8"0 510. GLUED-LAM BEAMS CANTILEVERED AT ENDS OR CONTINUOUSLY ACROSS I p p 8d � 6'o.c. toenail � � � 3x w/(7)SDS1/40 � �- p g O.C. 117. SUBCONTRACTORS FOR STRUCTURAL PORTIONS OF THE BUILDING, INCLUDING SUPPORTS SHALL BE 24F-VS DFL/DFL. 3"x0.131 nail C� 6"o.c. BOTH SIDE Staggered, 3x at all adjoin'g Galv Box � 12" x6" Wood Screws OR BUT NOT LIMITED TO FOUNDATIONS AND STRUCTURAL FRAME, ARE ADVISED 511. GLUED-LAM BEAMS SHALL BEAR WCLIB CERTIFICATES AND SUBMITTED TO THE 3"14 a e sta le � 6"o.c. panel edges & 3x mudsill w/4x member A35 � 4"O.C. TO REVIEW ALL DIVISIONS OF THE PLANS AND SPECIFICATIONS FOR BUILDING OFFICIAL. 13. Top plates, laps & intersections 2-16d common face nail (footnote 4) block all edges below diaphragm NON-STRUCTURAL ITEMS WHICH MAY BE EMBEDDED IN, ATTACHED TO OR 512. GLU-LAMINATED FABRICATION SHALL BE PERFORMED IN AN APPROVED 3-3'x0.131 nails offset panel joints OTHERWISE CONNECTED TO THE STRUCTURAL ELEMENTS OF THE BUILDING , 3-3" 14gage staples BEFORE SUBMITTING THEIR BIDS. FABRICATOR S SHOP IN ACCORDANCE WITH CBC 1701.7 14. Continuous header, two ieces mo alon ed e 118. IN CASE OF CONFLICT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 513. PSL SHALL BE 2.OE BY I-LEVEL TRUS JOIST ICC ESR-1387 AND HUD MR 1303. - 1. A) CONTRACTOR SHALL REVIEW ALL TYPICAL SHEAR WALL CONNECTION DETAILS & NOTES BEFORE CONSTRUCTION. 15. Ceilin oist to late 3-Sd common toenail LVL SHALL BE 1.9E BY I-LEVEL TRUS JOIST ICC ESR-1387 AND HUD MR 925. 9 � � P B) U.N.O. CONTRACTOR SHALL ENSURE THAT ALL SHEAR MATERIAL SHALL EXTEND FROM HORIZONTAL 5 3'x0.131 nails LSL SHALL BE 1.5E BY I-LEVEL TRUS JOIST ICC ESR-1387 AND HUD MR 1265. 5-3" 14gage staples DIAPHRAGM (PLYWOOD CDX OR EQUAL) TO HORIZONTAL DIAPHRAGM. 514. HARDY FRAME'S ICC REPORT NUMBER IS ESR-2089 16. Continuous header to stud 4-8d common toenail 2. A) SILL NAILING IS THE FASTENING OF THE SILL (SOLE) PLATE LOCATED AT THE BOTTOM OF SHEAR WALLS TO FRAMING NOTES: 17. Ceiling joists, laps over partitions 3-16d common face nail BLOCKING, RIM JOISTS OR BEAM BENEATH THE HORIZONTAL DIAPHRAGM (FLOOR SHEATHING CDX). CARE MUST BE 4-3"x0.131 nails TAKEN TO ENSURE THE PENETRATION TO THESE FASTENERS INTO THE BLOCKING, RIM JOISTS OR BEAM BELOW. 201. CONTRACTOR SHALL REVIEW ALL TYPICAL FRAMING DETAILS (e.q. TOP PLATE 4-3" 14 a e sta les B) SILL NAILING DOES NOT APPLY WHEN THE ABOVE MENTIONED SILL PLATE IS RESTING DIRECTLY ON FOUNDATION NOTES: 18. Ce�lin o�st to arallel rafters 3-16d common face nail SPLICE. WALL CORNER CONNECTIONS, SHEAR PANEL NAILING, etc.), SILL 9 i � P CONCRETE SURFACE IN THIS CASE, THE SILL ANCHOR REQUIREMENTS AS INDICATED ON THE Stamp NAILING AND BLOCK REQUIREMENTS PER FOOTNOTES IN SHEAR WALL SCHEDULE 4-3"x0.131 nails FOUNDATION PLAN AND DISCUSSED IN THE ANCHORAGE NOTES ON THIS SHEET SHALL BE FOLLOWED. PRIOR TO STARTING ANY FRAME WORK, 601. SOILS REPORT PREPARED BY.• 4-3" 14 a e sta les 202. BEAM-TO-POST (ISOLATED) CONNECTIONS SHALL BE PROPERLY ALIGNED C SILL NAILIN� INDICATED ON SHEAR W,4LL SCHEDULE MAY BE OMITTED AND REPLACED WITH A MINIMUM 19. Rafter to plate 3-8d common toenail NO REPORT 3-3'x0.131 nails OF 2-16d AT 16"O.0 FOR THE FOLLOWING CONDITIONS: AND CONNECTED WITH BRACKETS U.N.O. 3-3" 14 a e sta les A) AT ALL NON-SHEAR WALLS. �OFESS/� 203. WHERE PARTITION WALLS PARALLEL TO THE FRAMING BELOW, DOUBLE JOISTS 20. 1" diagonal brace to eoch stud 2-Sd common face nail B) AT PERIMETER SHEAR WALLS WITH THE SHEAR MATERIAL (OF UPPER SHEAR WALL) OCCURRING AT �O e�EY W N'9l SHALL BE PROVIDED BELOW THE WALL. WHERE PERPENDICULAR, �- FOUNDATION PLANS AND PERTINENT DETAILS SHALL BE REVIEWED AND and plate 2-3'x0.131 nails THE EXTERIOR FACE OF BUILDING AND EXTENDING PASS THE SILL PLATE. EDGE NAILING MUST BE PROVIDED c�,�t�,`� � F� 2x B L O C K I N G S H A L L B E P R O V I D E D B E T W E E N J O I S T S. A P P R O V E D B Y T H E A B O V E S O I L S E N G I N E E R P R I O R T O A N Y F O U N D A T I O N W O R K. 3-3" 1 4 a e s ta les AT BLOCKING OR RIM JOIST IN ADDITION TO THE EDGE NAILING AT THE MUD SILL / TOP PLATES , 204. 2x BLOCKINGS SHALL BE PROVIDED BETWEEN THE FLOOR JOISTS AT THE �.� SOIL REPORT SHALL TAKE PRECEDENCE OVER STRUCTURAL NOTES AND DETAILS. 21. 1'x8" sheathin to each bearin 3-Sd common face nail 3. A) BLOCK NAILING IS THE FASTENING OF BLOCKING, RIM JOISTS OR BEAM DIRECTLY BELOW THE SHEAR Z ENDS AND AT EACH SUPPORT OF THE FLOOR, SUCH AS BEARING WALL, �9� SITE GRADING, SUBGRADE PREPARATION, CUTTING SLOPES, EXCAVATION 22. > 1'x8" sheathin to each beorin 3-Sd common face nail � 0570 m AND PLACEMENT OF EN�INEERED FILL MATERIAL SHALL BE PERFORMED IN 23. Built-u corner �uds 9 16d common Cs� 24 o.c. WALL TO THE TOP PLATES OR BEAMS IMMEDIATELY BELOW. '�-' ^' STRUCTURAL BEAM, etc. BLOCKING MAY BE OMITTED ONLY AS SPECIFIED P B) ALL BLOCKING OTHER THAN THOSE LOCATED UNDERNEATH THE SHEAR WALL SHALL BE HELD IN PLACE * E . 12�31�18 * ON PLAN OR AT THE ENDS OF FLOOR JOISTS WHERE THEY ARE NAILED ACCORDANCE WITH THE SOIL REPORT AND/OR GRADING PLAN. 3"x0.131 nail C� 16"o.c. TO A HEADER, BEAM, OR RIM JOIST. �i9`r. FOR SLAB-ON-GRADE CONSTRUCTION, THE SOIL REPORT SHALL BE 3"14 a e sta le � 16'o.c. BY A35 PER BLOCK OR A35 AT 16"O.C.. s'TqT � �� Q' 205. BOTTOM OF POSTS SHALL HAVE FULL BEARING IN A TIGHT-FIT CONDITION REFERENCED REGARDING COMPACTION, SOAKING, MOISTURE BARRIER, 24. Built-up girder & beams 20d common C� 32 o.c. face nail at top and C) BLOCK NAILING INDICATED ON SHEAR SCHEDULE MAY BE OMITTED AND REPLACED WITH Sd TOE NAILS F OF CAL�F� WITH THE SUPPORTING STRUCTURAL MEMBER BELOW. 3'x0.131 nail (s� 24'o.c. bott sta ered on SUB BASE , GRAVEL, SAND, etc. 3"14 a e sta le � 24'o.c. o osite99ides AT 6 INCHES ON CENTER WHERE SHEAR MATERIAL OF LOWER SHEAR W,4LL IS EXTENDED ABOVE THE 206. WHERE POST TERMINATED ON FLOOR WITH STUD WALLS OR BEAM BELOW, 606. FINISH GRADE SHALL BE SLOPED AWAY FROM THE FOUNDATION AND TOP PLATES AND NAILED INTO BLOCKIN� OR RIM JOIST. IN ADDITION TO THIS NAILING, EDGE NAILING SHOULD 2-20d common face nail at ends and THE SPACE BETWEEN THE BOTTOM OF THE POST AND THE TOP OF THE MINIMUM 8 INCHES BELOW THE SILL PLATE. 3-3'x0.131 nails each splice ALSO BE PROVIDED AT TOP PLATES OF LOWER SHEAR WALL. PLATE OR THE BEAM SHALL BE SOLIDLY FILLED WITH 2x BLOCKING AND THE 607. SITE DRAINAGE REQUIREMENTS INCLUDING FINAL PAD GRADES, ROOF 3-3" 14gage staples D) LS50 OR LTP4 CLIPS CAN BE USED TO SUBSTITUTE A35 CLIPS AS INDICATED IN THE TABLE. STUD WALL BELOW SHALL HAVE MATCHING POST AT SAME LOCATION. DRAINAGE DOWN SPOUTS SHALL BE REFERENCED TO GRADING & PLOT PLANS. 25. 2" lanks 16d common at each bearin 4. A) WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6 INCHES 207. U.O.N. BOTTOM OF ISOLATED POST WHEN TERMINATED ON FLOOR SHALL 608. REFER TO ARCHITECTURAL PLANS FOR LOCATION AND DIMENSION OF UNDER- 26. Collar tie to rafter 3-10d common face nail BE FIXED TO THE FLOOR DIAPHRAGM BY 2-A35 CLIPS. FLOOR VENTILATION, CONCRETE DRIVEWAY, DOOR PADS AND OTHER SIMILAR ITEMS. 4-3"x0.131 nails ON CENTER ON EITHER SIDE, PANEL JOISTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMIN� MEMBERS 4-3" 14 a e sta les OR FRAMING SHOULD BE 3-INCHES NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. 208. PROVIDE A35 CLIP ON EACH SIDE OF GIRDER TRUSS AT BEARING WALLS. 27. Jack rafter to hip 3-10d common toenail B) WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6"O.C. ON 209. PROVIDE 3/8" CDX(OSB) AT FIREPLACE FRAMING. 4-3"x0.131 nails EITHER SIDE, 3x SILL IS REQUIRED. 210. CUTTING BEAMS, JOISTS, AND RAFTERS: NOTCHED FROM TOP EDGE AND CONCRETE NOTES: 4-3" 14 a e sta les BORED HOLES SHALL BE 1) LIMITED TO 1/6 MEMBER DEPTH: 2) LOCATED 2-16d common face nail 5. A) PLYWOOD EDGE AND FIELD NAILING SHALL BE COMMON NAILS OR GALI/ANIZED BOX NAILS AS INDICATED AWAY FROM BEARING NOT MORE THAN 3 TIMES MEMBER DEPTH. 701. FOUNDATION CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH 3-3 x0.131 nails IN SHEAR W,4LL SCHEDULE. OF 3000 PSI AT 28 DAYS. SPECIAL INSPECTION IS NOT REQUIRED SINCE 3-3" 14 a e sta les ALL OTHER CUTS, NOTCHES, AND BORED HOLES EXCEEDING 2" DIAMETER 28. Roof rafter to 2x ridge beam 2-16d common toenail or face nail 6. FASTENERS, HARDWARE IN CONTACT WITH PRESSURE-TREATED AND FIRE-RETARDENT TREATED WOOD SHALL BE ARE PERMITTED ONLY WHEN APPROVED IN ADUANCE 2500 PSI IS USED IN CALCULATION. 3-3"x0.131 nails OF HOT-DIPPED ZINC COATED GALV,4NIZED, STAINLESS STEEL, SILICON BRONZE OR COPPER. 211. ALL FRAMING, BRACING, NAILING, NOTCHING, DRILLING, OR BORING SHALL 702. REBARS, DOWELS AND OTHER EMBEDDED ELEMENTS SHALL BE SECURED IN 3-3" 14 a e sta les 7. FOR ROOF VENT: DOUBLE UP THE CLIPPING AT ADJACENT BLOCK. BE IN ACCORDANCE WITH IBC UNLESS MORE STRINGENT REQUIREMENTS PLACE AND APPROVED BY THE BUILDING OFFICIAL BEFORE POURING 29. Joist to band joist 3-16d common face nail FOR FOUNDATION VENT.• DOUBLE UP THE CLIPPING AT ADJACENT BLOCK AND EDGE NAIL AROUND THE VENT. ARE SPECIFIED. CONCRETE. 4-3"x0.131 nails 4-3" 14 a e sta les � 212. U.O.N ALL WINDOW AND DOOR OPENINGS 8 FT AND WIDER SHALL HAVE 703. COLD JOINTS MAY BE USED WHERE SHOWN. JOINT SURFACE SHALL BE N � 30. Ledger strip 3-16d common face nail DOUBLE KING STUDS & TRIMMERS CLEAN FREE OF FOREIGN MATERIAL AND INTENTIONALLY ROUGHENED. 4-3'x0.131 nails � �' � 213. U.O.N. ALL FLUSH MOUNTED SAWN LUMBER BEAMS OR MULTIPLE JOISTS 704. SPECIAL INSPECTION REQUIRED WHERE CONCRETE STRENGTH GREATER 4-3" 14 a e sta les � $ $ � � I �T I O � � •� SHALL HAVE "HHUS" HAN�ERS WHERE FLUSH MOUNTED. FLUSH MOUNTED THAN 3000psi IF SPECIFIED. 31. Panel siding(to framing) 6d for 1/2" or less V 0 GLU-LAM BEAMS SHALL BE AS INDICATED ON PLAN. 8d for 5/8" a.] � 214. U.O.N ALL FLUSH MOUNTED SINGLE FLOOR JOISTS(TJI) SHALL HAVE "IUS" �n` L � HANGERS AND ALL FLUSH MOUNTED SINGLE ROOF RAFTERS (>8'-0" LONG) REINFORCEMENT NOTES: 1002. ANY CONTINUOUS WALL LINES CONTAINING SHEAR WALL SEGMENTS SHALL A.B. ANCHOR BOLTS EXP EXPANSION W � SHALL HAVE "LSU26" HANGER. HAVE THEIR TOP PLATES SPLICED ACCORDING TO THE DETAIL "TYPICAL TOP ABV. ABOVE E EXISTING N.T.S. NOT TO SCALE T & 8 TOP AND BOTTOM S ADJ. ADJACENT �� FINISH FLOOR 0/ OVER T & G TONGUE AND GROOVE � � 215. ALL EXTERIOR WALL CORNERS SHALL BE TIED WITH ST2215'S AT SLOPING 801. REINFORCING STEEL SHALL BE DEFORMED BARS OF BILLET OR AXLE STEEL PLATES SPLICE" LOCATED ON STRUCTURAL DETAIL SHEET. �_ � A.F.F. ABOVE FINISH FLOOR F.H. FULL HEIGHT O.C. ON CENTER T.D. TIEDOWN OR HOLDOWN . ` PLATE CONDITIONS. BAR ASTM A615 GRADE 60. 1003. ALL MACHINE BOLTS SHALL CONFORM TO ASTM A307. OPN'G OPENING T.N. TOE NAIL 1- V 216. POSTS OR MULTI-STUDS SHALL BE PROVIDED AT LOWER FLOOR UNDER 802. REINFORCEMENT SHALL BE CLEAN AND FREE OF EXTRANEOUS MATERIAL. APA AMERICAN PLYWOOD ASSO. FIN FINISH (� 1004. BOLT HOLES SHALL BE 1/32" TO 1/16" LARGER THAN THE BOLT DIAMETER. ARCH ARCHITECTURAL FLR FLOOR OPT. OPTIONAL T.O. TOP OF � POSTS OR MULTI-STUDS ABOVE 803. ALL REINFORCEMENT SHALL BE PLACED AND SUPPORTED IN A TRUE LINE 1005. A METAL PLATE, METAL STRAP, OR WASHER NOT LESS THAN A STANDARD BLDG BUILDING F.J. FLOOR JOIST OSB ORIENTED STRAND BOARD T.O.C. TOP OF CONCRETE Q� � Q 217. U.O.N. ALL BEARING AND/OR SHEAR WALLS WHICH ARE PLUMBING WALLS AS SHOWN. CUT W,4SHER SHALL BE BETWEEN THE WOOD AND THE BOLT HEAD AND BLK'G BLOCKING F.L. FULL LENGTH OF MEMBER PC. S PIECES T.O.S.F. TOP OF SUB-FLOOR � � SHALL BE 2x6 W,4LL. 804. 3 INCHES CLEARANCE SHALL BE PROVIDED WHERE CONCRETE IS CASTED BETWEEN THE WOOD AND THE NUT. BM BEAM F.N. FACE NAILED P.EN. PLYWOOD EDGE NAILING T.O.W. TOP OF WALL � .- 218. ALL CALIFORNIA FRAMIN� SHALL BE 2x6 RAFTERS AT 24" O.0 WITH AGAINST EARTH, 2 INCHES CLEARANCE FOR CONCRETE EXPOSED TO EARTH 1006. HOLES FOR NAILS SHALL BE PRE-DRILLED WHERE SPLITTING OF WOOD MAY BOTT BOTTOM FND FOUNDATION PERIM PERIMETER TOT TOTAL �1 CRIPPLE WALLS SUPPORT AT 8'-0" ON CENTER AT HIGH ROOF. OR WEATHER BUT DEPOSITED AGAINST FORMS, AND 3 4" CLEARANCE FOR BRG BEARING PL PLATE TR TRIMMER L � OCCUR. F.P. FIREPLACE � LI� SLABS AND WALLS WHERE CONCRETE IS NOT EXPOSED TO EARTH OR WEATHER. C CAMBER FRAM'G FRAMING PLYWD PLYWOOD TYP TYPICAL �_ � CANT L CANTILEVER P.T. PRESSURE TREATED U.N.O. UNLESS NOTED OTHERWISE tQ 805. LAP ALL REINFORCING SPLICES A MINIMUM 60 BAR DIAMETERS BUT IN NO C.J. CEILING JOIST � FEET RAF. RAFTERS U.O.N. UNLESS OTHERWISE NOTED � � casE �Ess rHaN 24 iNCHEs. EARTHQUAKE DESIGN DATA Frc FooriNc CLG CEILING REQ'D REQUIRED U-S-D UP SIDE DOWN � � 806. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GALV GALV,4NIZED SHEATHI NG NOTES: 807. CONTRACTOR SHALL INFORM ENGINEER 48 HOURS PRIOR TO POURING ANALYSIS PROCEDURE USED EQUIVALENT LATERAL PROCEDURE CLR CLEARANCE GAR GARAGE REQ'T REQUIREMENT WDW. WINDOW r- v STRUCTURAL CONCRETE FOR REVIEWING THE WORK. CONC CONCRETE GEN. GENERAL RET RETAINING WF STEEL WIDE FLANGE RESPONSE MODIFICATION FACTOR R 6•5 C.M.U. CONC. MASONARY UNIT GLB GLU-LAM BEAM RF ROOF WWF WELDED WIRE FABRIC 301. ANY PLYWOOD SHEATHING PANELS USED ON ROOF, FLOOR AND SHEAR OVER STRENGTH FACTOR 2.5 CONN CONNECT, CONNECTION GR GRADE R.R. ROOF RAFTER W/ WITH INPORTANT FACTOR: 1 CONST CONSTRUCTION S.A.D. SEE ARCH DRW'GS w/0 WITHOUT WALLS SHALL NOT BE LESS THAN 24" WIDE UNLESS ALL EDGES OF THE HDR HEADER ANCHORAGE NOTES: CONT CONTINUOUS S.�.E STRUCTURAL GABLE END C� AT UNDERSIZE SHEETS ARE SUPPORTED BY FRAMING MEMBER OR BLOCKING. , HT HEIGHT RISK CATEGORY ll, STANDARD CS K COUNTERSINK S.B. STRONG BACK ' FEET 302. ROOF PLYWOOD SHALL BE 1/2" CDX(OSB) APA 24/0. FACE GRAIN INFO INFORMATION » 901. U.O.N. ON FOUNDATION PLAN, SILL PLATE FOR ALL EXTERIOR, INTERIOR SPECTRAL RESPONSE ACCELERATIONS Ss & S1 1.635, 0.637 C.T. COLLAR TIE INT INTERIOR SCH SCHEDULE INCHES PERPENDICULAR TO FRAMING MEMBERS BELOW. STAGGER ADJACENT PANELS DBL DOUBLE SECT SECTION // PARALLEL BY 4 FEET. NAILED WITH Sd COMMON NAILS AT 6"O.C. ALL PLYWOOD BEARING AND SHEAR WALL SHALL BE ANCHORED TO CONCRETE SPECTRAL RESPONSE COEFFICIENTS Sds, , J.H. JOIST HANGER FOUNDATION WITH 5/8" 0 ANCHOR BOLTS AT MAXIMUM 4 FEET ON Sd 1 1.090 0.637 DET DETAIL SIM SIMILAR 1 PERPENDICULAR JNT JOINT PANEL EDGES AND 12"O.C. ALL INTERMEDIATE SUPPORTS. SEISMIC DESIGN CATEGORY (SDC) D DF DOUGLAS FIR JST JOIST SHT SHEET & AND 303. FLOOR PLYWOOD SHALL BE 3 4" CDX APA 48 24 TONGUE AND GROOVE CENTER, ANCHOR BOLT SHALL BE INSTALLED WITH SIMPSON BP5/8-3 DIAG DIAGONAL SHT'G SHEATHING � DIAMETER � � » » » » KP KING POST FACE �RAIN PERPENDICULAR TO FRAMING MEMBER BELOW. STA�GER (3 x 3 x 1/4 ) BEARING PLATES. FOR 2x6 WALL USE 5x5x1/4 PLATE BASIC SEISMIC FORCE RESISTING SYSTEMS: BEARING WALL SYSTEM DIAPH DIAPHRAGM SIMP SIMPSON COMPANY CL CENTER LINE KS KING STUD ADJACENT PANELS BY 4 FEET. NAILED WITH 10d COMMON NAILS AT 6"O.C. 902. BEARING WALL, SHEAR WALL AND EXTERIOR WALL SILLS RECEIVING FASTENERS LIGHT-FRAMED WALLS SHEATHED W/ DIM DIMENSION L,qT LATERAL(LOAD) SPC'G SPACING U HANGER AT ALL PLYWOOD EDGES AND AT 10"O.C. AT ALL INTERMEDIATE SUPPORTS. SHALL HAVE THE FIRST FASTENERS AT 6 FROM EACH CUT END OF THE WOOD STRUCTURAL PANELS DIR DIRECTION LOC. LOCATION SPECS SPECIFICATIONS N APPROXIMATELY 304. ALL FLOOR PLYWOOD SHALL BE GLUED TO THE JOISTS. THE FIELD-GLUED SILL. TWO FASTENERS MINIMUM PER EACH PIECE DR DOOR MANUF. MANUFACTURER SQ SQUARE DESIGN BASE SHEAR: 0.117W ASD � � S.S.D. SEE STR. DRW'GS 903. INTERIOR NON-BEARING WALL SILLS TO RECEIVE THE FIRST FASTENER AT DRW G DRAWING MAT L MATERIAL FLOOR SYSTEM SHALL BE INSTALLED ACCORDING TO THE RECOMMENDATION STL STEEL 6 INCHES FROM EACH CUT OF THE SILL. �1• �CH MAX MAXIMUM Date OF THE APA. GLUE SHALL BE APPLIED TO JOISTS AND THE �ROOVE IN E.F. EACH FACE M.B. MACHINE BOLT STR STRUCTURAL 4/23/2017 904. ANCHOR BOLT MATERIAL SHALL BE ASTM A307. S.W.S. SHEAR WALL SCHEDULE THE EDGE OF THE T&G PANEL. GLUE SHALL MEET THE REQUIREMENTS 905. POWER DRIVEN ANCHOR PINS (HILTI X-CP 72 P8 S23, ICC REPORT ESR-2379� EL ELEUATION MFG. MANUFACTURING S.W.T. SHEAR WALL TYPE Scale OF THE APA ADHESIVE SPEC. AFG-DI AND SHALL BE APPLIED AS DIRECTED MAY BE USED ON INTERIOR NON-SHEAR WALLS ONLY. WIND DESIGN DATA EMB. EMBEDMENT MIN MINIMUM „ , „ BY THE GLUE MANUFACTURER. GLUE MAY BE APPLIED MANUALLY OR WITH E.N. EDGE NAILING MTD. MOUNTED 3/4 = 1 -0 9 0 6. P O W E R D R I V E N A N C H O R P I N S S H A L L B E S P A C E D A T M A X I M U M 1 6" O.C. WIND SPEED: 1 1 0 M P H (8 5 M P H F O R A S D) EQ EQUAL (N NEW ELECTRIC EQUIPMENT. 907. UNLESS HELD IN PLACE WHEN POURING CONCRETE FASTENERS TO BE WIND EXPOSURE 8 E.W. EACH W,4Y N�A NOT APPLICABLE Drawn By 305. SHEAR W,4LL PLYWOOD SHALL BE 1/2" CDX(OSB) APA 24/0. ALL INSTALLED AFTER THE CONCRETE HAS SET FOR 7 DAYS MINIMUM. E.W.EF. EACH W,4Y EACH FACE NAIL'G NAILING W'L'' PLYWOOD PANEL EDGES BLOCKED AND NAILED PER SHEAR WALL 908. ANCHOR BOLTS SHALL BE EMBEDDED 7" MINIMUM INTO CONCRETE OR DESIGN METHOD: ENVELOPE PROCEDURE SCHEDULE. ALL PLYWOOD PANEL INTERMEDIATE SUPPORTS SHALL BE �� TOPOGRAPHIC FACTOR Kzt 1 che�ked NAILED WITH 8d(10d) COMMON OR GALVANIZED BOX NAILS AT 12 "O.C. REINFORCED MASONRY AND 15 MINIMUM INTO UNREINFORCED GROUTED 306. SHEAR WALL CDX(OSB) SHALL BE PLACED ON THE DESIGNED SIDE OF MASONRY. WIND DIRECTIONALITY FACTOR Kd: .85 USE 12" LONG ANCHOR BOLTS W/ 3x SILLS TO MAINTAIN 7" MIN. EMBEDMENT. SPECIAL INSPECTION: Job No. STUDS AS SHOWN ON PLANS. THE CDX MAY BE PLACED ON THE 170401 OPPOSITE SIDE PROVIDED: 1) THERE ARE NO PERPENDICULAR WALLS 909. U.O.N., HTT AND HDU HOLDOWNS SHALL BE ATTACHED TO 4x4 POST MIN. FOUNDATION DESI GN DATA INTERSECTING FULL LENGTH OF SHEAR WALL. 2� SHEAR WALL CDX(OSB� IS WITH SHEAR EDGE NAILING ALONC� FULL HEIGHT. SPECIAL INSPECTION OF RETROFIT EPDXIED ANCHOR BOLTS INTO EXISTING Sheet CONTINUOUSLY PLACED ACROSS PERPENDICULAR WALL FRAMING. OR 910. CONTRACTOR SHALL VERIFY LOCATION OF HOLDOWNS AND ANCHOR BOLTS ALLOWABLE BEARING PRESSURE 1500psf (No Report) CONCRETE, AND COUPLER NUTS SHALL BE PERFORMED BY THE ENGINEER WITH ROUGH FRAMING TO ASSURE PROPER AND ACCURATE INSTALLATION. VERTI CAL DESI GN LOADS OF RECORD. A LETTER (PREPARED AND STAMPED/SIGNED BY THE ENGINEER 3) SHEAR WALL CORNER DETAIL IS PROPERLY FOLLOWED. ACTIVE PRESSURE OF RECORD) VERIFYING SUCH INSPECTIONS WERE PERFORMED SHALL BE ON 911. U.O.N. INDIVIDUAL ISOLATED POSTS SHALL BE ANCHORED BY PB �O 307. ALL CALIFORNIA ROOF FRAMING SHALL HAVE ROOF CDX(OSB) AT BOTH D.L. L.L. PASSIVE PRESSURE THE SITE FOR THE CITY FIELD INSPECTOR AT TIME OF SHEAR WALL INSPECTION. UPPER AND LOWER ROOF. CONNECTORS. 308. ALL ROOF AND FLOOR BEAMS AND COLLECTORS(COLL.) SHALL RECEIVE 912. HOLDOWNS SHALL BE TIED ON PLACE PRIOR TO INSPECTION. ROOF 15 20 CONCRETE SOIL FRICTION CDX(OSB) EDGE NAILING ALONG ITS FULL LENGTH. FLOOR 15 40 SKIN FRICTION