HomeMy WebLinkAbout133 Crescent Avenue - Plansi
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GAMBRIOLI RESIDENCE
133 CRESCENT AVE. �
. BURLINGAME, CA. 94010
ABBREVIATIONS REFERENCE SYMBOLS ELECT/MECH BUILDING DATA SHEET INDEX
SYMBOLS (') = FUTURE BUILDING SHEETS
$ And EXH Exhaust PBD Particle 8d. � Duplex convenience outlet 6 pinta APN #: : 02&293060 T1.0 TITLE PAGE MECHANICAL + ELECTRICAL DRAWINGS
d Penn EXP Ex ansion PFB Prefabricat d � Floor convenience ou� LOT COVERAGE
GN GENERAL NOTES ME2.0 ME PLAN
Y P �� � FAR FLOOR AREA CALC ME3.0 ME CUT SHEETS
Argle EXPO Exposed PL Plate (line) GRID LINE REFERENCE � GFI tluplex convenience outlet LOT AREA : 9,873 SQ.FT. EXISTtNG SITE PLAN ME3.1 CONSTRUCTION CUT SHEET
� At EXT 6cterior PLAS Plaster � Fourplexoutlet Fqft �(LOTSIZEX.32)+1,100=MAXLOTCOVERAGE q1,0 PROPOSEDSITEPLAN Q ME4.0 TITLE24
C Center line FBO Furinshed by PLYWD Plywood BLDG_8 WALL SECTION REPERENCE .��o,�so x.sz� +�,�oo =a,xao sQ.Fr. ME4.1 TITLE 24 CONT.
O Dia. or round Owner PNL Panel i nrrow indicates direction otview � Duplex conv. oullet, 12 hot, 12 swqdNd A1.1 PROPOSED EROSION CONTROL P N i )
(!1Q) • 100 SQ.FT. ALLOWED FOR COVEREO PORCH
Perpendicular FDN Foundffiion PNT Paint(ed) �-'- Letter indicates buibing section � �Ov amerage as perequipmeM "100 S�.FT. ALLOWED FOR DETACHED GARAGE A1 •2 PROPOSED WATER CONTROL PLAN�
# Pound or No. FIN Finish PR Pair Sheet number yw AR ARBORIST REPORT t LANDSCAPE DRAWINGS
� GFUVII.P. weetherproof oullet LOT COVERAGE = LOT SIZE X.40= MAX LOT CG CAL GREEN CHECKLIST
DETAII REFERENCE LA1.0 LANDSCAPE PLAN
FL Floor (line) PRCST Pre Cast . e,et3 X.ro = 3,a25 sQ. Fr.
Number i�idicates wap sectlon � Flush mounted Boor & ceilinp oWkt LI1.0 IRRIGATION PLAN
AB Anchor BoR FLASH Flashing pT Pressure Treated Sw (BMP'S)
ABV Above FLOUR Fluorescent Sheet numDer � ,luncuon box LI1.1 IRRIGATION ZONE PLAN
EXTER�OR E�EVA7ION REFERENCE Te�evision outlet (E) fAR - LI1.2 IRRIGATION DETAILS
AC Asphalt Cona FLX Flexiable QT Quarry Tile I-� (E) GROUND FLOOR = 1,615 SQ.FT. ARCHITECTURAL DRA1/VINGS
ACOUS A�ustiCal FOC FaCe of ConC. � Artow intlicates direclan otview • A2.0 PROPOSED FIRST FLOOR �-��•� LIGHTING PLAN
� 7eiephone outlet8piate (E) DETACHED GARAGE _ � SQ•�• LP1.0
ADH Adhesive FOF Face of Fin. R Riser sheet number p�o� ��gh� �•� PROPOSED 2ND FLOOR PLANTING PLAN
ADJ Adjustable FOX Face of Stud RAD Radius � (E) COVERED PORCH/STEPS �_ � SQ•FT• p2.2 PROPOSED ROOF PLAN
AGG Aggregrate FO Finished Opening REINF Reinforce A INTERIOR ELEVATION REFERENCE Cei11ng �� TOTAL : = 2,224 SQ.FT. ROOF SPECIFICATIONS SHEET
A2.3 STRUCTURAL DRAIMNGS
AL Aluminum FPL Fireplace RELO Relocate Arrow inaicatesdireaion ofview � wall light G2.0 PROPOSED GARAGE PLAN(S) S'� FOUNDATION PLAN
Ap Access Panel FTG Footin REMO Remove ° B Letter intlicates Duilding elevation �. � PROPOSED ELEVATIONS
9 PorGein rece idew/ Ochein A3.0 SECOND FLOOR FRAMING PLAN
APX Approximate FURR Furtin REQD R uired sheet numner � �2
g � � Indirect cove lighting �•� PROPOSED ELEVATIONS ROOF FRAMING PLAN
FUT Future RESIL Resilent TITLE SYMBOLS N FAR - A5.0 GARAGE ROOF FRAMING PLAN &
BD Boa�d RO Rou h O ei Recessed ceiling can lighis �� CONSTRUCTION DETAILS
9 P �L � eriti -'ndloeiedelevatlon,wmllaectlon O (N) DETACHE� GARAGE t = 34 SQ.FT. �•� FINISH SCHEDULE FOUNDATION PLAN
8EL Below Gq Gauge RWD Redwood ordetaii � a" recessed lowvoNagew/d11eCHo1191Mn (N) COVERED PORCH = 000 SQ.FT. � STRUCTURAL DETAILS
BLK Block(ing) GALV Galvanized Sheet number Recessed ceiiin light S'4 STRUCTURAL DETAILS
BM Beam GB Grab Bar SSD See Strud. Dwg. � 9 (N) 1ST FLOOR = 2,170 SQ.FT. �
BOT Bottom GI Grab Iron SH Shelf F,r, Wateryroof ceiling faMigM 8 p1818 (N) 2ND FLOOR = 2,036 SQ.FT. STRUCTURAL SPECIFICATIONS
EXT. DOOR & WINDOW SYMBOL �
BRK Brick GL Glass/Glazing SHR Sheathing �� IrMicetesaoorswindownumber O Recessedwaterproofe�RerioruplqM TOTAL:_ = 4,240SQ.FT.
BS Both Sides GR Grade Ground SIM Similar
� > INTERIORDOORSYMBOL � Singlepoleswitch FIRE DEPARTMENT NOTES
BTWN Between (`,yp Gypsum SLR Sealer Q'
Indkates door number 3 way switch
SPEC Specification "+a •= SEE SECTION 25.26.070
CAB Cabinet HBD Hard Board SQ Square � swucn wi dimmer 1. AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED THROUGHOUT THE ENTIRE STRUCTURE UNDER A SEPARATE PERMIT.
REVISION SYMBOLS fRL
CEM Cement HD Heavy Duty SLD Standard croutl arouna revision 000r aaivitea swrtd� 2. APPROVED NUMBERS OR ADDRESSES SHALL BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH A POSITION AS TO BE
CER Ceramic HDR Header S. STL Stainless Steel � PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. NUMBERS SHALL CONTRAST W/ THEIR
COLOR / MATERIAL SYMBOL = Motbn tleleqor
CI Cast Iron HWD Hardware � BACKGROUND.
Numberindicatescolorand/orma�Ae1 Trmer(switch) ZONING : R-1
CLG Ceiling HOR Horizontal SUSP Suspended '� ZONING : RESIDENTIAL 3. PROVIDE A BACKFLOW PREVENTION DEVICE-USC APPROVED DOUBLE CHECK VALVE ASSEMBLY FOR FIRE LINE. GENERAL
CLKG Caulking SYM SymmeVicel ROOM REFERENCE Q� Vacanq sensorw/Aimmer•mmualori• CONTRACTOR SHALL ENSURE THE DOUBLE VALVE ASSEMBLY FOR FIRE PROTECTION SHALL 8E TESTED AND APPROVED BY A SAN
CLR Clear INT Interior BED RM! Room name � Vacancy sensor"manual on• MATEO COUNTY ENVIRONMENTAL HEALTH APPROVED CONTRACTOR PRIOR TO SCHEDULING WATER DEPARTMENT FINAL.
CMU Conc. Mas. Unit INSUL Insulation T Tread � + Room number m- 4. A SCHEMATIC OF THE DOMESTIC/FIRE PROTECTION WATER LINE SHALL BE SHONM ON THE SITE PLAN/CIVIL DRAWINGS PAGE
CNTR Counter TB Towel Bar �� Weatherprooiswndi D EFERRED SU BM ITALS OF THE BUILDING PLANS. THIS SCHEMATIC SHALL DETAIL THE LINE FROM THE WATER METER TO STRUCTURE AND INDICIATE THE
COL Column JST Jast TEMP Tempered o-- MATCH LINE, SHADED SIDE IS � countenopairswacn LOCATION OF THE DOUBLE BACKFLOW PREVENTION DEVICE ON THE FIRE PROTECTION LINE AFTER THE SPLIT BETWEEN
COMPO Compositbn JT Jant T&G Tougue & Groove CONSIDERED 000roeu pusnnwon
VWRK, CONTROL, OR DATUM POINT � � 1. SPRINKLER PLAN DOMESTIC AND FIRE PROTECTION LINES.
CONC Concrete THRU Through '�- ch�me 2 THE HARD LINE �RAINAGE SVSTEM 5. FIRE FLOW SHALL MEET REQUIREMENTS OF CALIFORNIA FIRE CODE APPENDIX IIIA. FIRE FLOW FOR RESIDENTIAL BUILDINGS
CONN Conned(ion) LAM Laminate T�$ Top of Surface m 3. SEN/ER BACKWATER PROTECTION CERTIFICATIfNd
CONST Construction LT Light TPD TOilet PepBf --- -- PROPERTY LINE Smoke AetBqof 4. RECVCLING 8 WHSTE REDUCTION FORM LESS THAN 3,600 SQ. FT. SHALL BE PROVIDED AT 1,000 GPM UNLESS PROTECTED BY AN AUTOMATIC RESIDENTIAL FIRE
CONT Continuous LVR Larver Di f158f ___ __ _ SETBqCK LINE � rnermostat 5. BAAOMD FORM SPRINKLER SYSTEM, THEN IT MAY BE REDUCED BY 50°k
'� � 6. STORM WATER CONSTRUCTION POLLUTION
CPT Carpet TYP Typical � Special outlet PREVENTION PERMIT 6. MIN. 1" WATER METER REQUIRED.
MAS Masonry a � 7. ENCROACHMEM PERMIT (SEWER LATERAL TEST) Q
DBL Double MC Medicine Cabirret UON Unless Otlie�wise � ��SnNG �ONTa1R$ � �nstent stan fbrescen[ YpM
B.PREMANUFACTUREDTRUSSES SCOPE OF WORK
DEMO Demolish MECH Mechanical MECH Noted �andscape i�gM
DF DouglasFir MEMB Membrane UNF U�nished 92 NEWORFIN�SMEDOONTOUR8 � EledricalpanBlboaN CONSULTANTS r-
DIA Diameter MFR Manufadurer � E existir� 1. NEW 2 STORY SINGLE FAMILY HOME WITH DETACHED GARAGE 2- STALL ;��
DIAG Diagonal MIR Mirror VERT Vertical
DN DOWfI MNT MOUfIt(8d� VC, Vert.Grain � TOPOFYVALL � Deleteexis�ing DESIGNER LP,NDSCAPEDESIGNER _
DR DOO� MTL Metal �O Replace exist4p FORM + ONE DESIGN JEAN-PAUL BERGEZ V I C I N I TY MAP
DS Down S � CONTACT: TIM RADUENZ BERGEZ & ASSOCIATES
pOUf WB WhlfB BfOfhBB p � Gas outlet 3841 24TH STREET, #A LANDSCAPE DESIGN
T� � C�%RB SAN FRANGSCO, CA 94114 1060 EL CAMINO REAL
DRA Drawer NIC Not in VV� Wood �� Hose biD
Contrad WDW Window Q� � PHONE: 415-819-0304 su�re o
EA EBCh NTS NOt t0 SC818 WI WfOUght Iro� '�� � CeilinglFloorsupplyreyister TIM�FORMONE�ESIGN.COM REDWOOD CITY, CA W089
� .�.� � P���� T: 4� 5.425.7700
EL Elevation W/O With(out) �C � Ceiiin9moorretumrepister OWNER �E CiTY Or BU�LINGAP!IE
ELEC EIBCtfIC21 O/ OVBf WP Waterproof wan ditruser MR.+MRS. GREG GAMBRIOLI SURVEY
ENCL Ef1CIOSUfB �C Ofl CBMBf WR W8t8f ReSIStBM -L 2415 SUMMR DRIVE B& H SURVEYING, INC. ��� (] � h i p ��� I I'+ f1 �1/
EQ Equel OPNG Op2f11f1g W$(�,T W81f1SCAt �- FlXTl1RE OR EAUIPMQiT SYMB06 C T.V./Computer Outlel HILLSBOROUGH. CA 94010 801 WALTERMIRE ST '�' � j1' �� �� �J
EQPT Equipme�k OPP Opposde Centra� vacuum inlet T�� Zq BELMONT, cA 94002 r�x COOE AREA_ ___
fk y pHONE: 850.637.1590 �
EW EaCh W8y Autometic garage tloor swYCh RICK ROCKLEIMT2
l3 NRG COMPLIANCE IN0. qRgORIST#1 2 � L�" / 28-29
(EX) EXiStifl9 p Paaatie1 A qlgrtn con�rol keypad PO BOX 3777 KIELTY ARBORIST !,�'' ��'�Hp / �� � �
SANTA ROSA. CA 95402 PO BOX 6187 �,� +�/ j e ^ " � Z q e M
MATERIAL SYMBOLS APPLICABLE CODES PHONE:707-237-6857 SANMATEO,CA94�03 �,��, o , ;o ,o � � ,, � >, : ,�e ,
SOIL P:650.525.1484 / � .Q �� Z9� q ise:
DANIEL OVCKMAN ARBORIST #2 Q . O � a ; . O � OO 'O 'O 'O °O ��`' /
0 Bituminous paving Met81 O Sand/ MortaN Plaster GEO FORENSICS MAYNE TREE EXPERT8 Q � � �+w �
2016 Califomia Building Code 581-D PILGRIM DR. 535 BRAGATO RD. � �' '�' � qe y
eatt insulation -'r-tiJr-1-- Metal Lath Wood frame construction 2016 Existing Residential Code FOSTER CIN, CA. 94044 SAN CARLOS, CA 94070 � . O Q O ' � �� A
� Brick Veneer � Marble / tile 0 Existing construction 2016 California Residential Code PHONE:850-3433389 P: (650) 593-4400 Q ��,• ��x O � � ' �- - � �
2016 Califomia Plumbing Code STRUCNRAI ENGINEER CONTRACTOR �p � � t : I+ � < � " � O��� Q� ` I � �
� EaAh � Existing construcfion removed p� n
�$�Of10 V@OCBf `'--- -- 2016 C811fOff118 MCCh8f11C21 COdB BRIAN DOTSON CONSULTMG GAMBRIOLI DEVELOPMEHTB � °�� +Q B „»a � n ¢
� WOOd Precast concrete 2016 Califomia ElecVic Code ENGINEERS CONTACT: GREG G. � --�"'-''- /^,,,\
0 COf1Cf8tC CONTACT: BRAIN DOTSON 2415 SUMMIT ROAD � � f �- 'O � • � � � � �'"_'/
� Concrete Blodc � Steel � Rigid insula6on 2016 Califomia Energy Code PO BOX 371022 HILLSBOROUGH, CA 94010 ��. " m. " q��292 � � „ g �
� Gravel / Rock fili � p�yWppd � Gypsum board 2016 Califomia Fire Code p ONE 650-7 -�o�zte P� 8503335844 �05 � � O �,,,1���' � ,. i Y .
CITY OF BURLINGAME MUNICIPAL CODE � O s�
2016 Califomia Green Building Sfandards Code � � O r' � i � I ( O O O O O O O O O O-�
GreenPoint Rated (REMODEL) CHECKLIST: Single Family M be attached to jobsite buildmg set O O ,da
� �O O Z NEWLANOS ;�Q�� AVE. ,
O
GREEN BUILDING MEASURE CONSTRUCTION HOURS EXTERIOR FINISHES 9�'y.� o�• 'o a<" o 0 0 0 0� � r � o o� o o mO TPf� _
4a � � 5�6 � � _�aK�z�� E
i. AN AUTOMATIC IRRIGATION SVSTEM CONTROLLER FOR LANDSCAPING WILL BE PROVIDED BY THE BUILDERAND CONSTRUCTION HOURS i. SEE CITY OF BURLINGAME MUNICIPAL REAR WALL FINISH: BLUE LABEL CEDAR SINGLES �'O Gp� $ A O � O n, ' mrtr� �
INSTAI.LEDATTHE TIME OF FINAL INSPECTION.20'I6 CGC §4.304.1 WEEKDAYS: 6:00 A.M. - 7:00 P.M. _' " "
2. A MINIMUM OF 65%OF THE NON- HAZARDOUS CONSTRUCTION AND DEMOLITION WASTER GENERATED AT THE SITE NALL CODE, SECTION 13.04.100 FOR DETAILS. ROOF: CLASS A, ARCHITECTURAL ASPHALT QQ 'O � ''OO �
BE DIVERTEDTO AN OFFSITE RECVCLE, DIVERSION, OR SALVAGE FACILITY PER CITY OF BURLINGAME AND 2018 CGC SATURDAYS: 9:00 A.M. - 6:00 P.M. 2. CONSTRUCTION HOURS IN THE CIN PUBLIC SHINGLES . 295 ' 's 284 g
ga noe SUNDAYS AND HOLIDAYS: NO WORK ALLOWED RIGHT-OF-WAV ARE LIMITED TO WEEKDAYS y�/�NDOWS: WOOD + ALUM. CLAD WINDOWS W/ n �•o � j Y �'� � �" • �
3. AN OPERATION AND MAINTENANCE MANUAL WILI BE PROVIDED TOTHE BUILDING OCCUPAM OR OWNER.201BCGC AND NON-CITY HOLIDAYS BE7WEEN 8 A.M. S.D.L. FROM SIERRA PACIFIG OR MARVIN OR ��•�•l � a I ' A' W n + p �' ,°� �
§4.470.i AND 5 P.M. / �+ � .
4. UPON RE�UEST, VERIFICATION OF COMPLIANCE WITH THIS CODE MAY INCLUDE CONSTRUCTION DOCUMENTS, PUWS, S I M I L A R U '� T � O O O i O O O O O O O O O O O O O�s r p.
SPEGFICATIONS, BUILDER OR INSTALLER CERTIFICATION, MSPECTION REPORTS, OR OTNER METHODS ACCEPTABLE TO
THE BUILDING DIVISION THAT WILL SHOW SUBSTANTIAL CONFORMANCE WITH THE 2016 CODE RE�UIREMENT_ 2076 CGC �
57ATTIMEOFROUGHINSTALlATION,DURINGS70RAGEONTHECONSTRUCTIONSITE,ANDUNTILFINALSTARTUPOFTHE HIDDEN CONDITION NOTES 3 cvfwEss Q�acEc u•v voi. ra�m-se ��� Q,�R�NWME�NE/GNtS nsM a�q
COOLING & VENTILATING EQUIPMENT, ALL �l1CT AN� OTHER RELATED AIR DISTRIBUTION COMPONENTS OPENINGS WILL *sve�w' ��w em•�. er s.w +.�ea �.<<r ��� �^P b� �O �� 3'r� ��/RG/NGAME PARA' MAP N0. I RSM 9�77 F
1_ Any hidden conditions tha[ require wore to be performed beyond the scope of the building permit -
BE COVERE� W/ TAPE, PLASTIG, SHEET METALS OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO
REDUCE THE AMOUNT OF WATER, OUST, OR DEBRIS THAT MAV ENTER THE SY>TEM (CGC 4 504.1 � issued for these plans may require further City approvals including review by the Pianning commission.
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MECHANICAL NOTES: ELECTRICAL NOTES:
1. ALL WORK SHAL� COMPLY WITH THE CALIFORNIA 1. ALL WORK SHALL COMPLY WITH THE CALIFORNIA 13. AlL INCANDESCENT LIGHTING FIXTURES RECESSED 14. PATCH AND REPAIR ANY DAMAGES TO FLOORS,
MECHANICAL CODE (CMC) AND ALL APPLICABLE FEDER,4L, ELECTRIC CODE (CEC) AND ALLAPPLICABLE FEDERAL, INTO INSULATED AREAS SHALL BE APPROVED FOR 2ER0 WALLS, CEILINGS, HARDWARE, FIXTURES, WINDOWS,
STATE AND LOCAL CODES. STATE, AND LOCAL CODES AND ORDIiJANCES. CLEARANCE INSULATION COVER PER 2010 CALI�ORNIA ETC. AS A RESULT OF THE DEMOLITION PROCESS.
2. MECHANICAL CONTRACTOR TO ACCEPT SOLE 2. PER CEC, ALL ELECTRICAL RECEPTACLES INSTALLED ENERGY CODE AND RATED IC OR APPROVED EQUAL MATCH EXISTING ADJACENT FINISHES AS CLOSELY AS
RESPONSIBILITY FOR PROPER DESIGN AND INSTALLATION AT CRAWL SPACES AT OR BELOW GRADE, AND MEETING UL RATING OR OTHER TESTING /RAT�NG POSSIBLE.
OF MECHANICAL SYSTEM. SEE MECHANICAL DWGS. BY OUTDOORS SHALL HAVE GROUND-FAULT LABORATORIES RECOGNIZED BY THE ICC. 15. IF ANY QUESTIONS ARISE TO THE INS7ALLATION OF
OTHER FOR SPEGFIC INFORMATION. CIRCUIT-INTERRUPTER (G.F.C.I.) PROTECTION. ALL 14. THIS DRAWING IS FOR LAYOUT PURPOSES ONLY. NEW A�Y MATERIALS AND/OR EQUIPMENT, OR WITH THE
3. MECHANICAL CONTRACTOR TO COORDINATE WITH RECEPTACLES LOCATED IN BATHROOMS SHALL HAVE ELECTRICAL SHALL BE DESIGN-BUILD. NEW ELECTRICAL CONSTRUCTION DOCUMENTS, THE CONTR4CTOR SHALL
GENERAL CONTRACTOR TO OESIGN AND INSTALL GROUND-FAULT CIRCUiT INTERRUPTER (G.F_C.I.) WORK SHALL BE DESIGNED AND BUILT IN ACCORDANCE CLARIFY THE �UESTIONS W/ THE DESIGNER BEFORE
SUITABLE DISTRIBUTION SYSTEM PER TITLE 24. MECH. � PROTECTION. WITH THE NATIONAL EL,ECTRIC CODE AND APPLICABLE PROCEEDINO. NO SUBSTITUTIONS SHALL BE MADE W/O
CONTRACTOR TO FIELD VERIFY AND DETERMINE SIZE AND 3. SMOKE DETECTORS SHALL BE INSTALLED PER CBC. A CODES, STANDARDS AND REGULATIONS FOR BUILDING THE DESIGNERS AND OR OWNERS APPROVAL.
CONFIGURATION OF DUCTS AND REGISTER.� SEE SHEET DETECTOR SHALL BE INSTALLED IN EACH SLEEWNG LIFE SAFETY, EMERGENCY, EGRESS AND NIGHT LIC�HTING. �6. TOTAL THICKNESS OF NEW WALLS�SHALLMATCH
INDEX FOR LOCATION OF TITLE 24 CONFORMANCE ROOM AND AT A POINT CENTRALLY LOCATED IN THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THAT OF AOJACENT WALLS.
WORKSHEETS AND ENERGY COMPLIANCE NOTES WITHIN CORRIDOR OR AREA GIVING ACCESS TO ROOMS USED OBTAINING SEPARATE PERMIT. ELECTRICAL CONTRACTOR »• THE CONTRACTOR SHALL DO ALL CUTTING, FITTING,
THIS SET. HVAC DUCTS LOCATED IN ATTIC SPACE SHALL FOR SLEEPING PURPOSES. A DETECTOR SHALL BE TO PROVIDE COMPLETE DESIGN-BUILD ELECTRICAL OR PATCHING OF WORKTHAT MAY BE REQUIRED TO
BE PLACED AS CLOSE TO PERIMETER AS POSSIBLE SO AS tNSTALLED ON EACH LEVEL OF A MULTISTORY SYSTEM AS REQUIRED TO PROVIDE THE (NEV� SERVICE MAKE ITS PARTS FIT TOGETHER PROPERLY AND SHALL
NOT TO INTERFERE WITH USEABLE ATTIC STORAGE DINELLING, INCLUDING BASEMENT LEVELS. IN SHOWN (SCHEMATICALLI� ON THE DRAWINGS. NOT ENDANOER ANY OTHER WORK BY CUTTING,
SPACE. � SPLIT-LEVEL OR MULTI-LEVEL FLOORS, A SMOKE � GENERAL NOTES: EXCAVATION, OR OTHERWISE ALTERING THE TOTAL
4. MECHANICAL LAYOUT SHOWN IS SCHEMATIC AND IS DETECTOR SHALL BE INSTALIED ON THE UPPER LEVEL, ALL WORK SHALL COMPLY W/ THE 2016 EDITION OF THE CA. WORK OR ANY PART OF IT. ALL PATCHING REPAIRING,
SHOWN FOR DESIGN INTENT ONLY. OR ON BOTH LEVELS IF THE LOWER LEVEL CONTAINS BUILDING CODE AND ALL OTHER CODES AND � AND REPLACING OF AAATERIALS AND SURFACES, CUT
5. PROVIDE COMBUSTION AIR SUPPLY TO GAS� FIRED SLEEPING AREAS. WHERE THE CEILING HEIGHT OF A REQUIREMENTS, IN THEIR MOST RECENT EDITION OR DAMAGE IN EXECUTION OF WORK, SHALL BE DONE
APPLIANCES BY COMBUSTION AIR DUCTS PER (CMC) & ROOM OPEN TO THE HALLWAY SERVING THE BEDROOMS INCLUDING THE FOLLOWING: W/APPLICABLE MATERIALS SO THAT SURFACES
CPC. VERIFY DUCT SIZE WITH MANUFACTURER'S EXCEEDS THAT OF THE-HALLWAY BY 24 INCHES, SMOKE 2016 CALIFORNIA PLUMBING CODE REPLACED WILL, UPON COMPLETION, MATCH
SPECIFICATIONS. DETECTORS SHALL BE INSTALLED IN THE HALLWAY AND IN p016 CALIFORNIA MECHANICAL CADE SURROUNDING SIMILAR SURFACES.
6. FURNACES OR BOILERS SHALL BE INSTALLED PER THE ADJACENT ROOM. DETECTORS SHALL BE INSTALLED 2016 CALIFORNIA ELECTRICAL CODE 18. ALL WORK SHALL BE SCHEDULED AND PERFORMED
MANUFACTURER'S SPECIFICATIONS AND SHALL MEET THE IN ACCORDANCE WITH APPROVED MANUFACTURER'S 2. THE INTENTION OF THE CONSTRUCTION DOCUMENTS IS SO AS NOT TO DISTURB ANY OTHER TENANTS IN THE
REQUIREMENTS OF THE CALIFORNIA MECHANICAL CODE INSTRUCTIONS. WHEN THE VALUATION OF AN ADDITION TO INCLUDE ALL IABOR, MATERIAL, EQUIPMENT FACIIITIES BUILDING. ANY WORK THAT WILL DISTURB ANOTHER
(CMC) � - OR REPAIR EXCEEDS $1,000.00, OR WHEN ONE OR MORE AND TRANSPORTATION NECESSARY FOR A COMPLETE AND TENANT, ABOVE OR BELOW, OR IN THE FLOOR , SHALL
7. PER CMC, COMBUSTION AIR DUCTS FROM THE ATTIC SLEEPING ROOMS ARE ADDED OR CREATED IN AM pROPER EXECUTION�OF THE WORK IN AN ACCEPTABLE BE PERFORMED MOST EXPEDITIOUSLY AND THE
SHALI BE LOCATED WITHIN THE UPPER AND LOWER 12 EXIS?ING DWELLING, THE ENTIRE DWEU.ING SHALL BE INDUSTRY'S STANDARDS. CONTRACTOR IS TO OBTAIN ANY DISTURBED TENANT SHALL HAVE FULL USE OF THE
INCHES OF THE ENCLOSURE. DUCTS SHALL BE SEPARATE PROVIDED WITH SMOKE DETECTORS LOCATEDAS REQUIRED PERMITS FOR TNIS OR HER WORK. PREMISE.
AND SHALL NOT BE OBSTRUCTED. REQUIRED FOR NEW DWELLINGS. IN NEW 3.THE MIN. ACCEPTABLE QUALITY OF MATERIALS, 19. ALL TRADES SHALL FURNISH AI.L LABOR,
8. APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL CONSTRUCTION, REQUIRED SMOKE DETECTORS SHALL WpRKMANSHIP, AND METHOD OF INSTALLATION SHALL EQUIPMENT, MATERIALS, AND PERFORM ALL
BE SECURELY FASTENED IN PLACE. SUPPORTS FOR RECEIVE THEIR PRIMARY POWER FROM THE BUILDING MEET TtiE FOLLOWING CRITERION: CONFORM TO THE NECESSARY, INDICATED, REASONABLY INFERRED OR
APPLIANCES SHALL BE DESIGNED AND CANSTRUCTED TO WIRWG WHEN SUCH WIRING IS SERVED FROM A qMERICAN NATIONAL INSTITUTE STANDARDS WHERE SUCH REQUIRED BY ANY CODE W/ JURISDICTION TO
SUSTAIN VERTICAL AND HORIZONTAL LOADS AS REQUIRED COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH A STAN�ARDS EXISTS. � . COMPLETE THEIR SCOPE OF WORK FOR A COMPLETE
BY CMC. WATER HEATERS TO BE SECURED VNTH A BATTERY BACKUP. THE DETECTOR SHALL EMIT A SIGNAL 4. CONTRACTOR SHALL PERFORM AlL ADDITIONAL AND PROPER FINISHED JOB. ANY CUSTOMARY AND
MINIMUM OF 2 STRAPS, ONE EACH TO BE LOCATED IN THE WHEN THE BATTERIES ARE LOW. WIRING SHALL BE ELECTRICAL, PLUMBING, AND FIRE PROTECTION� WORK NECESSARY ITEMS WHICH ARE REASONABLY IMPLIED
UPPER AND LOWER THIRD OF THE UNIT. PERMANENT AND WITHOUT A DISCONNECTING SWITCH REQUIRED BY THE BUILDING DEPARTMENT. AND REQUIRED TO COMPLETE PROPERLY THE WORK
9. UNDERCUT ALL INTERIOR DOORS (AS APPROPRIATE) OTHER THAN THOSE REQUIRED FOR OVER CURRENT 5. CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMISSION OUTLINED SHALL BE FURNISHED, EVEN IF NOT
FOR AIR RETURN CIRCULATION TO VENTS, TYPICAL OF PROTEGTION. SMOKE DETECTORS MAY BE SOLELY OF B!D TO REVIEW SCOPE OF WORK, DEMOLITION, ETC. SPECIFICALLY SHOWN ON THE DRAWINGS OR
INTERIOR CONDITIONED SPACES. BATTERY OPERATED WHEN INSTALLED IN EXISTiNG 6. DO NOT SCALE DRAWINGS, CONTRACTOR SHALL VERIFY MENTIONED IN THE SPECIFICATION.
10. VERIFY ALL FIXTURE LOCATIONS WITH OWNER PRIOR BUILDiNGS, OR IN BUILDINGS WITHOUT COMMERCIAL ALL DIMENSIONS AND EXISTING COND�TIONS PRIOR TO 20. CONTRACTOR IS RESPONSiBLE FOR ALL
TO INSTALLATION. POWER, OR IN BUILDINGS WHICH UNDERGO ALTERATION, STARTING WORK. ANY DISCREPANCIES SHALL BE CONSTRUCTION CLEAN-UP, DURING AND FINAL.
11. ALL FIXTURES TO BE SELECTED (OR APPROVED) BY REPAIRS, OR ADDITIONS REGULATED AS OUTLINED REPORTED.TO THE DESIGNER FOR REVIEW. � 21. THE AMERICANS WITH DISABILITIES ART (ADA) IS
OWNER. ABOVE. 7. DIMENSIONS ARE TO FACE OF FRAMING, UNLESS SUBJECT TO VARIOUS AND POSSIBLY CONTRADICTORY
12. EXHAUST FANS IN LAUNDRY AND BATHROOMS MUST 4. TELEPHONE OUTLETS TO BE PREWIRED BY OTHERWISE NOTED, (11.O.N.) INTERPRETATIONS. THESE PLANS AND ANY
CONNECT DIRECTLY TO THE OUTSI�E AND PROVIDE A SUBCONTRACTOR. CONTRACTOR TO COORDINATE AS 8, DIMENSIONS NOTED CLEAR (CLR.) ARE NOT ADJUSTABLE ACCOMPANYING SPECIFICATIONS ("PLANS") REPRESENT
MINIMUM OF 5 AIR CHANGES PER HOUR. EXHAUST FAN REQUIRED. VERIFY LOCATION OF ALL TELEPHONE WITHOUT THE DESIGNER'S OPINION REGARDING ITS
VENTS MUST TERMINATE A MINIMUM OF 3 FEET FROM ANY OUTLETS WITH OWNER PRIOR TO INSTALLATION. ApPROVAL FROM THE DE51(3NER. INTERPRETATION OF THE ADAAS IT APPLIES TO THE
OPENINGS INTO THE BUILDING AND BE PROVIDED WITH 5. ELECTRICAL OPENINGS (SWITCHES, RECEP7ACLES, 9. SAFETY MEASURES: AT ALL TIMES THE-CONTRACTOR SUBJECT PROJECT. IT IS NOT IN ANY WAY A WARRANTY
BACKDRAFT DAMPERS. ETC.) ON OPPOSITE SIDES OF FIRE RATED WALLS SHALL SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR OR GUARANTEE THAT SAID PLANS COMPLY WITH ANY
13. AT NEW FORCED AIR� FURNACE INSTALLATfONS BE MAINTAINED AT LEAST 24 INCHES APART. � CONDITIONS OF THE JOB SITE INCLUDINC> SAFETY OF OR ALL POSSIBLE INTERPRETATIONS OF THE ADA BY
PROVIDE 3' MIN. WORKING SPACE ALONG EACH SIDE (WITH 6. PER CEC, RECEPTACLE SPACING SHALL NOT EXCEED 12 pERSONS AND PROPERTY. OTHERS. •
A TOTAL OF AT LEAST 12" ON BOTH SIDES COMBINED), FEET MEASURED HORIZONTALLY ALONG THE WALI. 10. CUTTING AND DEMOLITION SHALL BE DONE BY �
BACK AND TOP OF FURNACE. 7. PER CEC, AT LEAST ONE WALL SWITCH-CONTROLLED METHODS, WHICH WILL AND WILL NOT JEOPARDIZE �
14. INSTALLATION INSTRUCTIONS FOR ALL LISTED LIGHTING OUTLET SHALL BE INSTALLED IN EVERY STRUC7URAL INTEGRITY OF EXISTING CONSTRUCTION AND
EQUIPMENT SHALL BE PROVIDEp TO 7HE FIELD HABITABLE ROOM; IN BATHROOMS, HALLWAYS, WILL NOT DAMAGE PORTIONS TO REMAIN.
INSPECTOR AT TIME OF INSPECTION. STAIRWAYS, ATTACHED GARAGES, AND DETACHED 11. CONTRACTORS SHALL REMOVE, CUT, CAP, AND REPAIR,
PLUMBING NOTES: GARAGES WITH ELECTRICAL POWER, AND OUTDOOR qS NECESSARY, ANY UTILITES. INCLUDING BUT NOT � �
1. VERIFY ALL FIXTURE LOCATIONS WITH OWNER PRIOR ENTRANCES OR EXITS. LIMITED TO: ELECTRICAL, MECHANICAL, PLUMBING, AND �
TO INSTALLATION. 8. PER CEC, LIGHTING FIXTURES LOCATED WITHIN � FIRE SPRINKLERS, WHERE PARTITIONS ARE SCHEDULED
2. ALL FIXTURES TO BE SELECTED AND (OR APPROVED) BY CLOTHES CLOSETS SHALL BE MOUNTED ON THE WAIL FOR OEMOLITION OR ARE NO LONGER OPERATIONAL OR IN
OWNERS. ABOVE THE DOOR OR ON THE CEILING. CLEARANCES SERVICE. ALL OTHER EXISTING UTILITES ARE TO REMAIN
3. ALL NEW WATER CLOSETS SHALL BE 1.28 � SHALL BE AS FOLLOWS: FULLV OPERATIONAL.
GALLON/FLUSH MAXIMUM. A. SURFACE MOUNTED INCANDESCENT FIXTURES -12" 12. IN GENERAL, THE OWNER RESERVES THE RIGHT TO
4. NO DISHWASHER MACH�NE SHALL BE DIRECTLY B. SURFACE�MOUNTED FLUORESCENT FIXTURES - 6" 9. RETAIN ALL MATERIALS AND EQUIPMENT REMOVED FROM � �
CONNECTED TO�A DRAINAGE SYSTEM OR FOOD DISPOSER ELECTRICAL CONTRACTOR RESPONSIBLE FOR PROVIDING THE PROJECT. ANY ITEMS OR MATERIAL NOT DESIRED BY
WITHOUT TME USE OF AN APPROVED AIR GAP FITTING ON NECESSARY TEMPORARY POWER. THE OWNER ARE TO BE REMOVED FROM THE SITE BY THE
THE DISCHARGE SIDE OF THE DISHWASHING MACHINE. 10. VERIFY ANY AND ALL LANDSCAPE LIGHTINC� AND CONTRACTOR AT CONTRACTOR'S EXPENSE.
LISTEDAIR-GAPS SHALL BE INSTALLED WITH THE FLOOD SWITCHES WITH OWNER PRIOR TO INSTALLATION OF 13.CONTRACTOR IS TO PROVIDE ALL NECESSARY DUST �
LEVEL MARKING AT OR ABOVE FLDOD LEVEL OF SINK OR ROUGH ELECTRICAL. PROTECTION AND/OR BARRICADING REQUIRED TO
DR.4INBOARD, WHICHEVER IS HIGHER 11. ALL ELECTRICAL HANGING FIXTURES TO BE SELECTED pROTECT ADJACENT SPACES ANO EXISTING FINISHES.
5. (E) 50 GALLON GAS WATER HEATER OR OPTION FOR AND PURCHASED BY OWNER. VERIFY EXACT LOCATIONS CONTRACTOR OS RESPONSIBLE TO REPAIR ANY � �
ON-DEMAND SYSTEM, CONFIRM WITH OWNER, WITH OWNER PRIOR TO INSTALLATION. DAMAGES CAUSED BY CONTR.4CTOR OR THEIR
RECIPROCATING PUMP AS OPTION. SU&CONTRACTORS. �
LL BMKFLOW PPEVENTION ASSEA1BIlE5� MIlST BE MPROYFD HY THE UNIVERSIIY OF SOVIHERN
ALFORfM (USC) PND 16'RD Bi' A 541 WTEO COUNIY CEM&lm TESIER BffORE MPRWPL
4' T1E WAIER SYSfEM. SEE lHE SW MA1FA COIINIY WFB Sf1E FOR MPRONEO 1J51 OF
�rsnmm �sen's �r Hrm:/>sucxrun�.oec/xoue/4zs. Fnn ADORIOIUL INFDRNAtION aN
SC RPPRQ�ED OEVICES PLFJSE CFl1 TIE WATEfl ON61IXJ AT (fi50) SSB-]8]0. PLEASE
ONPLEIE THE 1VAlER UEMNiO riC1RK5HEEf' FOR DflERNIWN6 iHE WATER SEIMCE ANO MEIER�
IZE THE NbRKSl1E£f IS AVNIi�BtE AT IHE �BIILLpINC OEPARIMENT OR ON THE CIIY OF�
URUNGi1ME�W� SfiE AT HTiP:J/Wi4W.BUPLINCJHE.ORC/INUp(ASPX4PAGE�125.
;aoR�s 133 CRESCENT AVE. To noMesnc
m iaeicnnor+ sso�
HOSE BIB WI1H �KFLOW PREVEN'fION
VAGUUM BREAI(Qi �SEMBLY
ennHo-
PRE55URE RtVUCiNG YODEL/:
.vuve (iF N�o) sze
Fi0U5E V/iWE �E NOTE
ro riae sysma
B�CKfLOW PFlYEMION
� fSS�ddBLY
� TIPE: DDUBLE LHECK
ewwo:
uoo¢y:
512E
. CUSTOMER SERVICE SIZE TO BUILDING:_
P51
GIY PflESSURE Fl(iE P1AN5 SUPQt5ED6
THS SEfMCE W7EANL IYPE_
" CE SIZE ttl WAtER AE1EA:
WATER M1EfER SRE
N �'
�•REMOVE OW9LE p1E�1f VALVE HANDlES ANO STORE IN SPARE HFM BOX
� T'PIGLqE8�9ifULWAiE1teFMICEOETA� ou[ rxc
(WRI�PNEBYSTBq NW RM2 W-1>BO
�r. �
OEG� 9M KO NONE 1 6 1
t�s�
t. ALL FlT11NG5, NBINQ. VALVES, EIC. ME ONE MCH UNIE55 OiHERYASE SHONN.
2. OPEN 1PENG1ING I5� NOT PENMITIEO W. PRIVATE PROPfRTY BY GiY� LtlNIRALTORS; UNlE55
�EGFlCAL:Y PFAMITIED.
3 IXPOSED PIPBIG 'iVAll BE CWPER. qt BRF55 ONLY.
4. iMCI YEIQt MAPTpNS N1LL BE REW62m ql 3/�' YElERS TO PRONOE fQR A 1' YEIQl
uv �+cTx
S A NINlM1 CPP OF B' 1� A MAlOM11N CM OF 10' MUSf REYAW BEIM@l TIE TOP OF
ANQE�510P pN0 l0A OF ME1FR BJX L0 AT FlWSN IXtADE NOOIFY WSIOMQi� 90E TU
qCCOMMWATE CIE�MN[E ftEWIREMENT. � .
e. FliaNF mCE OF�MEfER BUK iD 9E PLACFD AGNNSf flEAR OF ClIFB UIa.E55�THEPE IS
90EWAtK Ad1�CENt TO REIR OF CURB, INEN PLACE fAONT EOGE dF YEIFH BOX AC,VNST �
REV2 OF 90EWAlK
7YPMJLL7'SERNCECOW�CTION wic w�cxo,
.w� rnu w-�ne
TYPICAL WATER SERVICE DETAILS
PER CITY STANDARDS
NCNE I � �% �
Scale: NA
DEMO NOTE:
A CANDITION OF THIS PROJECT APPROVAL IS THAT
THE DEMOLITION PERMIT WILL NOT BE ISSUED AND NO
1NORK CAN BE BEGM pNCLUDING THE REMOVAL OF
ANY BUILDING COMPONENTS) UNTIL A BUILDING
PERMR HAS BEEN ISSUED FOR THE PROJECT. THE
PROPERTY ONMER IS RESPONSIBLE FOR ASSURING
THAT NO WORK 1S AUTHORIZE� OR PERFORMED.
OCCUPANCY NOTE: ,
CERTIFICATE OF OCCUPANCY WILL BE RESCINDE� �'�.
ONCE CONSTRUCTION BEGINS. A NEW CERTIFICATE 'i
OFOCCUPANCYWILLBEISSUEDAFTERTHEPROJECT '�,
� HAS BEEN FINAL. NO OCCUPANCY OF THE BUILDING IT �',
TOOCCUR UNTILA NEW CERTIFICATE OF OCCUPANCY I
HAS BEEN ISSUED.
0
�
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� . �. 4N ams . . .. , .
The City of Burlingame
� uCw0aN6oEPARTI.�M.. � .. C1IYNFLL.UIPRM11109EPOA9 � . . WPPOINTWNYMO �
. IBW135B.>90 . . .. . . BURLIxGSM@.GPLIFDIiNN9R010.:YI � . id:l�13�Fi610 .. . I
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FP%16501BBSY110 . �
II
�' � ADDITIONAL COMMEN75 POR PUBLIC WORKS ENGINEERING. DEPARTMENT?LAN REVIEW � �
�, - � . FOR BUILDING PERMIT N9. B1$-Q445 � . . �
�� Add the followfng'Public Wotks Nntes` to the p�ans �� � . - . � � . °
n
�I . � PUBLIC WORKS NOTES . � . � � . � � � � � � I�
II
�� i. Any work in the City ri8ht•of-way, such as street, sidewafk area, puhlic easements, and ut�llryeasements, � d
� is required to optefn an EncroaoNment Permlt prbr to starting work. ��
� z. Basetl on the scope of work, thts Is a Type I proJeathat requlrps a5tormwater Constructloo Poliu4lon � �
vrevention Permit. This permit is required prlar to9ssuana ofa BWlding PermiL An initial fleld �nSpectlorY is . ..
� � required priorm the 5tart of any mnstrudlon (on privaM�propertY or In the publlt rtght•of•way�. . . y
-�� a. A remove/replace utllltles entraaehment permlt is requtr¢d to (1) replace a11 curb,�gu[ter, drWeway and -
� � � sidewalk fronting site; (2) p�ug all existing-sanitary sewer lateral connections antl instal� a new a"laterai, .
. �� �.. (3) all water line tonrcectlonsto city wateF inains for 5erviceS m fire Ilne� areto 4e Installed per city ..
. �standarcl procedurps and spetiflcation, (4) any oMer urtdefground utility works�wlthlrtciry's righFof- . � �'i
i
way.
�� - a. construction hours fn the Giry Public rlght•oFway are limited to weekdays antl non-City Holiday; �.
� � � between 8:00 a.rd. and 5:00 R�m. This Includes construccion haulleg. ��
. � � � 5. Per Municipal cotle sectlon SS.OB.090, no storm wat9r or underground water draining from any lot, .- �
�. .. . buiiding, or pavetl area shatl 6e albwed to tlraln to 2dJacent propertles nor shall this water he .. � �
- mnnected to the city's 5anitary sewer system. Regardless of the slope of the source pmperty, sucA �
� .watershalldreintoeltherartificialornaturalsto�mdrainagefaciliciesbygravky�orpumping. . � - - n
-� e. No struc[ure shall be built into C(ry's righbo�-way. The properly Iine on CrescentAvenue is . �:
. . � � � approximately 12 ket (12') measored from face of curh. � � � - .
� �� � z� 7he project shall comply with the. Ciry'S NPDES� permit requirements to prevent stmm water pollutlon. ��
� � � s. All debrisJgarbage contafners bwtion shall be on property. m e situatlon where that is not posstble, an .�
: encroachment permlt is required hom Public Works depattment for piacing debris/garbage contalners �
�� � in public righbof-waY• No wet garbage Fluld shall enter Rublic righboE•way orthe storm draln rystem.
�. �� . . 5. . It isthe responsibiliry of the owner and/or contractorto notity Underground Seryiae Alert (U5A) at least �
� . 48 hours beFore the start of any eatcavation work. - � - � � � . . .. . �
PUBLIC WORKS NOTES
PER CITY STANDARDS
�_�
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Paik City� UT 89098
Ph: 415.B19.0304
E-mail: TIM@FORMONEDESIGN.COH
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FLOOR AREA CALC aSTFLR� ,
s��e: va = r-o^ ��
iETAILS
APN = 028-293-060
LOT SIZE: 9.613 SQ. FT.
FAR =(LOT SIZE X.32) + 1,100 = MAX LOT COVERAGE
_ (9,813X.32)+1,100=4,240SQ.FT.
' 100 SQ.FT. ALLOWED FOR COVERE� PORCH
•'+l00 SQ.FT. ALIOWED FOR DETACHED GARAGE
LOT COVERAGE = LOT SIZE X.40 = MAX LOT
= 9,813 X.40 = 3,925 SQ. FT.
f _ _r_� �_,�_�_i �_�_i_i_�_ i*
FLOOR AREA CALC c2�FLR� .; ---- ------ -._.._ ..__.. .-------- -- ----
2 �; GR. 434 SQ. FT. ;�
Scale: 1/4 = 1'-0" F� � �
COMPLETE FAR
FAR � LOTCOVERAGE
LOCATION S�. FT.: S�. FT.: REMARKS:
A. ee4. esa . .
B. n n
� C. � sie i.aea .
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LL D. - - COVEREDENTRYNOTINCLUDEDINFFRlLOTCOVERAGE
' E. a3 a7
F. a� a7
FPi. S 5 FlREPLACE
FP2. 5 5� FlREPIACE
SUBTOTAL 2�ro �2no �
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`� " I. 7 740 - .
SUBTOTAL x,a:e
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¢ GR. 34 � 43a ^1WSQ.FT.ALLOWE�FORDETACHEDGARAGE
� SUBiOTAL 3e �xu
4,240 . 4,240 MAX ALLOWABLE SQ, fT.
FAR TOTAL " SQ.FT. '100 SG.PT. ALI.OWED FOR COVERED PORCH
� "400 9G.FT. ALLOWED FOR DETACHED GARAGE
LO7 COVERAGE TOTAL 2,604 3;925 MAX ALLOWABLE LOT COVERAGE
SQ.FT,
B.
72
SQ. FT.
in
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5 SQ. FT.
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D,�,.eP�4NE 1 BOU�IDARY AND:
. � � . . � . � . � . � - . . � � . . . � � . .. . . VAULT � .. � � . ..
� :LWS �01{�AN[)�T�MX� AB ' � � TOPOGRAPHIC SURVEY
� � � LANDS OF 08RIEN TRUST
� Re� 5 � I
_ _ DOCUMENT-# 2017-024928 D.R.
- - - - - - - - - _ �� .� �OT G AN� A PORT{ON QF LOT 5. BLOCK 7
-- -- --
- - - - - - - -� s,ss �\ , "MAP QF SURAIVISIQ(V NA. 2 t?F �URL.INGAM� PARK"
i N / VOLUME 3 OF MAPS AT PAGE 77
� \ ASSESSOR'S PARGfL NWMBER: 028=293-060
I � ° � (133 CRESCENT AVE}
� GRAPHIC SCALE ' � /� BUR(JNGAME SAN MATEO COUNTY CALIFORNIA
� � SCALE: 1' = 10' JULY, 2017
.. . . . � . .r I � ' � �. . 1 ' . . 10 � 0 5 10 1p �. b .. . . y . . / .
B 6 H SURVEYING, WC.
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. � . � . . . . . . . . . _ . 1 inch. = 10 � � ft . �. I . .. . . . . . . . . . : . . . . flElLIS1NT CA �94002 .. .
M';�.: _ � . � . ._ . � . . . . - � � , . . � � . � � . � . . � - . .. . . . . . . . . . . PNC� (850)� 837-5059 � .
.. . � . . . . i . . � . . � . . �. . � � . . . . . . � � . � . � . . . . . . .. . � . - . . . . . . . - .. . . . . . . . . ..
._. ._._.._.. .._.._ _... . .. . . . . . . . .. . .. .... . . ._... . _ _. . . J08:7t12-17 -
. . . �DWG: 7172-FlN �
. . -- __ . _ __ . ._ - __ _.. . . _- _ ___ . . ._. __ . . ._. -. . . . . � BY: EM. N.W. -
GENERAL NOTES & SCOPE
1. PROTECT ALL EXISTING LANDSCAPING AND TREES DURING CONSTRUCTION,
'"' CONSULTARBORISTASREQUIRED.
2. NO EXISTING TREES OVER 48" IN CIRCUMFERENCE AT 54" FROM BASE OF TREE
MAY BE REMOVED WITHOU7 A PROTECTED TREE PERMIT FROM THE PARKS
DIVISION (55&7330) NO TREES ARE TO BE REMOVED FOR THIS PRQIECT.
,... 3. WATER CONSERVATION IN LANDSCAPE ORDINANCE NOT REQUIRED SINCE
LANDSCAPE WILL NOT BE REHABILITATED AS NOTED ON PLANS.
�4. A PLAN HAS BEEN DEVELOPED, AND WILL BE IMPLEMENTED, TO MANAGE STORM
WATER DR4INAGE DURING CONSTRUCTION. CGC 4.106.2 & CGC 4.106.3
5. ALL SPRINKLER DRAINAGE SHALL BE PLACED INTO LANDSCAPING AREAS
�
r :
ARBORIST NOTES ON TREES
1. PROTECT ALL STREET TREES DURING CONSTRUCTIOf� 1 �
2. qNLY FRONT REDWOOD TREE IS APPROVED FOR REMOVAL. THE REAR REDWOOD TREE SHOULD
BE TRIMMED AND MAINTAINED BY A QUALIFIED TREE SERVICE COMPANY, AND IRRIGATION SHOULD
8E PROVIDED AS RECOMMENDED IN THE ARBORIST REPORT. .
PUBLIC WORKS NOTES
'I. A REMOVE/REPLACE UTILITIES ENCROACHMENT PERMIT IS REQUIRED TO (1) REPLACE AL��
CURB, GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE, (2) PLUG AlL EXISTING SANITARY
SEWER LATERAL CONNECTIONS AND INSTALL A NEW 4" LATERAL, (3) ALL WATER LINE �
CONNECTIONS TO CIIY WATER MAINS FOR SERVICES OF FIRE LINE ARE TO BE INSTALLED PER
CITY STANDARD PROCEDURES AND SPECIFICATION. (4) AND OTHER UNDERGROUND UTILITY
WORKS WITHIN CITY'S RIGHT-OF WAY.
2. ALL WATER LINES CONNECTIONS TO CITY WATER MAINS FOR SERVICES OR FIRE LINE
' PROTECTION ARE TO BE INSTALLED PER CITY STANDARD PROCEDURES AND MATERIAL
SPECIFICATIONS. CONTACT THE CITY WATER DEPARTMENT FOR CONNECTION FEES. IF
REQUIRED, ALL FIRE SERVICES AND SERVICES 2" AND OVER VNLL BE INSTALLED BY BUILDER.
� ALL UNDERGROUND FIRE SERVICE CONNECTIONS SHALL BE SUBMITTED AS SEPARATE
UNDERGROWND FIRE 3ERVICE PERMIT FOR REVIEW AND APPROVA�:: �
3. THE SANITARY SEWER LATERAL (BUILDING SEWER) SHALL BE TESTED PER ORDINANCE COD�E
CHAPTER 15.12. ^
L�
STORMWATER CHECKLIST NOTES
1. DIRECT ROOF RUNOFF INTO CISTERNS OR RAIN BARRELSAND USE RAINWATER FOR �
IRRIGATION OR OTHER NON-POTABLE USE. �
2. DIRECT RUNOFF FROM SIDEWALKS, WALKWAYS, AND/OR PATIOS ONTO VEGETATED AREAS.
3. DIRECT RUNOFF FROM DRIVEWAYS AND/OR UNCOVERED PARKING IOTS ON?O VEGETATED
AREAS
4. CONSTRUCT SIDEWALKS, WALKWAYS ANDlOR PATIOS WITH PERMEABLE SURFACES.
5. USE MICOR-DETENTION, INCLUDING DISTRIBUTED LANDSCAPE-BASED DETENTION.
6. PROTECT SENSITIVE AREAS, INCLUD(NG WEfLAND AND RIPARIAN AREAS, AND MINIMIZE
CHANGES TO THE NATURALTOPOGRAPHY.
7. MARK ON SITE INLETS UNTH THE WORDS "NO DUMPINGf FLONS TO BAY" OR EQUIVALENT. �
8. (A.) RETAIN EXISTING VEGETATION AS PRACTICABLE (B) SELECT DIVERSE SPECIES .
APPROPRIATE TO THE SITE. �INCLUDE PLANTS THAT ARE PEST- ANDlOR DISEASERESISTANT,
DROUGHT-TOLERANT, AND/OR ATTRACT BENEFICIAL INSECTS. (C) MINIMIZE USE OF PESTICIDES
AND QUICK-RELEASE FERTILIZERS.
9. DESIGN FOR DISCHARGE OF FIRE SPRiNKLERS TEST WATER TO LAN0.SCAPE OR SANITARY
SEWER.
70. TEMPORARY EROSION CONTROLS TO STABILIZE ALL DENUDED AREAS UNTIL PERMANENT
EROSION CONTROLS ARE ESTABLISHED. �
11. DELINEATE WITH FIELD MARKERS THE FOLLOWING AREAS: CLEARING LIMITS, EASEMENTS, �
SETBACKS, SENSITIVE OR CRITICAL AREAS,BUFFER ZONES, TREES TO BE PROTECTED AND
RETAINED, DRAINAGE COURSES.
12. PROVIDE NOTES, SPECIFlCATIONS OR ATTACHEMENTS DESCRIBING THE FOLLOWINC>: (A)
CONSTRUCTION, OPERATION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS,
INCLUDE INSPECTION FREQUENCY; (B) METHODS AND SCHEDULE FOR GRADING, EXCAVATION,
FILLING, CLEARING OF VEGETATION , AND STORAGE AND DISPOSAL OF EXCAVATED OR
CLEARED MATERIAL, (C) SPEC�FICATIONS FOR VEGETATIVE COVER 8 MULCH, INCLUDE �
MEiHODS AND SCHEDULES FOR PLqNTING AND FERTILIZATION (D) PROViSIONS FOR
TEMPORARY AND OR PERMANENT IRRIGATION .
13. PERFORM CLEARING AND EARTH MOVING ACTIVITIES ONLY DURING DRY VVEATHER
14. USE SEDIMENT CONTROLS OF FILTRATION TO REMOVE SEDIMENT VNiEN DEWATERING AND
OBTAIN ALL tdECESSARY PEFtMITS.
15. PROTECTALL STORM DRAIN INLETS IN VICINITY OF SITE USING SEDIMENT CONTROLS (E.G.
BERMS, SOCKS, FIBER ROLLS OR FILTERS)
18. TRAP SEDIMENT ON-SITE, USING BMP'S SUCH AS SEDIMENT BASINS OR TRAPS, EARTHEN
DIKES OR BERMS, SILT FENCES, CHECK DAMS, COMPOST BLANKETS OR JUTE MATS, COVERS
FOR SOIL STOCK PILES, ETC. � �
17. DIVERT ON-SITE RUNOFF AROUND EXPOSEDAREAS; DIVERT OFF-STE RUNOFF AROUND THE �
SITE (E.G SWALES AND DIKES)
16. PROTECT ADJACENT PROPERTIES AND UNDISTURBED AREAS FROM CONSTRUCTION
IMPAC7S USING VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS,
DIKES,MULCHING OR OTHER MEASURESASAPPROPRIATE.
19. LIMIT CONSTRUCTION ACCESS ROUTES AND STABILIZE DESIGNATED ACCESS POINTS
20. NO CLEANING, FUELING OR MA�NTAINING VEHICLES ON-SITE, EXCEPT IN A DESIGNATED AREA
VIMERE WASHWATER IS CONTAINED AND TREATED.
21. STORE, HANDLE AND DISPOSE OF CONSTRUCTION MATERIALS/WASTES PROPERLY TO
PREVENT CONTACT VNTH STORMWATER.
22. CONTRACTOR SHALL TRAIN AND PROVIDE INSTRUCTION TO ALL
EMPLOYEES/SUBCONTRACTORS RE: CONSTRUCTION BMP'S.
23. CONTROL AND PREVENT THE DISCHARGE OF ALL POTENTIAL POLLUTANTS, INCLUDING
PAVEMENT CUTTINGWASTES,PAINTS,CONCRETE, PETROLEUM
PRODUCTS,CHEMICALS,WASHWATEROR SEDIMENTS, RINSE WATER FROM ARCHITECTURAL
COPPER, AND NON-STORMWATERDISCHARGES TO STORM DRAINSAND WATERCOURSES.
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DURING CONSTRUCTION
� 24" BOX TR�
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GRAPHIG SCALE
( ix FEcr �
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55.09'
BOUNDARY NOTE�
-o�
� MONUMENTS WILL BE SET AT THE�PROPERTY.CORNERS
AND'A RECOR� OF SURVEY OR CORNER RECORD WILI
�' BE FILED WITH THE COUNiY OF SAN MATEO.
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BASIS OF BEARINGS�
7HE BEARING 53937'10"E BETWEEN A FOUND IRON PIPE AND A
. FOUND BRASS TAG, AS SHOWN ON THAT CERTAIN RECORD OF
. SURVEY FILE� IN VOLUME 44 OF L.LS. MAPS AT PAGE 34, SAN
MATEO COUNTY RECORDS, WAS USED AS THE BASIS Of BEARINGS
FOR THIS SURVEY.
LEGEND�
� FOUND 3/4" IftON PIPE VATH PLASi1C PLUG "RCE 20858'
PER 15 LLS 716
X FOUND TAG AS NOTED
� � A/C ASPHALTIC CONCRETE �
BW BACK OF WALK �
_ � CB CATCH BASIN
CIP CAST IRON PIPE
CMP CORRUGATED METAL PIPE
CONC CONCRETE �
� CO CLEAN-OUT
01 DROP INIET
EM ELECTRIC METER �
FD FOUND
FF FINISHED iL00R
FL FLOW LWE
� GA GUY ANqiROR?
GM GAS AIEiER
GRD GROUND
HCR HANDICAP RAMP
� - INV. INVERT .
IP IRON PIPE
JP JOINT POLE
IAT. LATERAL-
LC LIP OF GUTTER
O/H OVERHEAD
P.U.E. PUBLIC UTILITIES EASEMENT
RCP REINFORCED CONCRETE PIPE
RET. WALL RETAINING WALL
- R W RIGHT OF WAY
� S CO SANITARY SEWER CLEAN-OUT .
SSMH SANITARY SEWER MANHOLE
SDMH STORM DRAIN MANHOLE
' � TBC TOP BACK OF CURB
T/W TOP OF WALL -
U/G UNDERGROUND
VCP VITRIFlED CLAY PIPE
WV WATER VALVE
WM WATER METER BOX�
-CTV- CABLE TELEVISION LINE
-E- ELECTRICAL LINE �
-G- GAS UNE �
-55- SANITARY SEWER LINE
� -50- STORM ORAW LINE
-T- 7ELEPHONE LINE
-W- WATER L1NE
UTILITY NOTE�
THE UTILITIES EXISTING ON THE SURFACE AND SHOWN ON THIS
DRAWING HAVE BEEN LOCATED BY FIELD SURVEY. AlL UNDERGROUND
UTIL1ilE5 SHOWN ON THIS DRAWING ARE FROM RECORDS OF 7HE
VARIWS UT7LIIY COMPANIES AND THE SURVEYOR DOES NOT ASSUME
RESPONSIBILITY FOR THEIR COMPLETENESS, IN�ICATED LOCATION, OR
SIZE. RECORD UTILITY LOCATION SHOULD BE CONFIRMED BY E%POSING
THE UTILITY.
AVERAGE SETBACK�
AU�RE55 'BACK
tm zo
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113 25.4
117 35.4
121 33.0
125 31.2
729 37.4
733 (OUR LO� 40.0
137 27.t
141 20.2
145 77.5
ia� 2s.a
26.0' AVQ2AGE FRONT SE7BACK
�y�0 lANO S/jyL
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� WAYNE HAAS p
No. LS 7701 �
� Ezo.12-31-18 �
�l4lF OF CA��F�Q�\p
BOUNDARY AND
TOPOGRAPHIC SURVEY
LANDS OF OBRIEN TRUST
DOCUMEN7 // 2017-024928 O.R.
LOT 6 AND A PORTION OF LOT 5, BLOCK 7
"MAP OF SUBDIVISION N0. 2 OF BURLINGAME PARK"
VOLUME 3 OF MAPS AT PAGE 77
ASSESSOR'S PARCEL NUMBER: 028-293-060
(133 CRESCENT AVE)
-BURLINGAME SAN MATEO COUNTY CALIFORNIA
SCALE: 1" = 10' JULY, 2017
B & H SURVEYING, INC.
PROFE3SIONAL LAND 3URVEYING
901 WALTERMIRE ST.
BELMONT, CA 94002
OFFlCE (650) 637-1590 -
FAX (650) 63J-1059
JOB: 7172-17
DWG; 71'2-FlN
BY: EM, N.W.
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Pack City� UT 89098
Ph: 935.819.0304
E-mail: TIM@FOAMONEDESIGN.COM
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GENERAL NOTES & SCOPE
1. PROTECT ALL EXISTING LANDSCAPING AND TREES DURING CONSTRUCTION,
� CONSULT ARBORIST AS REQUIRED. � �
2. NO EXISTING TREES OVER 48" IN CIRCUMFERENCE AT 54" FROM BASE OF TREE
MAY BE REMOVED WITHOUT A PROTECTED TREE PERMIT FROM THE PARKS
DIVISION (556�7330) NO TREES ARE TO BE REMOVED FOR TH1S PROJECT. �
,.,, 3. WATER CONSERVATION IN LANDSCAPE ORDINANCE NOT REQUIRED SINCE
LANDSCAPE WILL NOT BE REHABILITATED AS NOTED ON PLANS.
4. A PLAN HAS BEEN DEVELOPED, AND VNLL BE IMPLEMENTED, TO MANAGE STORM
WATER DRAINAGE DURING CONSTRUCTION. CGC 4.106.2 & CGC 4.106.3
5. ALL SPRINKLER DRAINAGE SHALL BE PLACED INTO LANDSCAPING AREAS
2
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ARBORIST NOTES ON TREES
1. PROTECT ALL STREET TREES DURING CONSTRUCTION
2. ONLY FRONT REDWOOD TREE IS APPROVED FOR REMOVAL THE REAR REDWOOD TREE SHOULD
BE TRIMMED AND MAINTAINED BY A QUAIIFIED TREE SERVICE COMPANY, AND IRRIGATION SHOULD
BE PROVIDED� AS RECOMMENDED IN THE ARBORIST REPORT.
PUBLIC WORKS NOTES
1. A REMOVE/REPLACE UTILITIES ENCROACHMENT PERMIT IS REQUIRED TO (1) REPLACE ALL
CURB, GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE, (2) PLUG ALL EXISTINC� SANITARY
SEWER LATERAL CONNECTIONS AND INSTALL A NEW 4" LATERAL, (3j ALL WATER LINE
CONNECTIONS TO CITY WATER MAINS FOR SERVICES OF FIRE LINE ARE TO BE INSTALLED PER
CITY STqNDARD PROCEDURES AND SPECIFICATION. (4) AND OTHER UNDERGROUND UTILITY
WORKS WITHIN CITY'S RIGH7-OF WAY.
2. ALL WATER LINES CONNECTIONS TO CITY WATER MAINS FOR SERVICES OR FIRE LINE
PROTECTION ARE TO BE INST,4LLED PER CITY STANDARD PROCEDURES AND MATERIAL
SPECIFICATIONS. CONTACT THE CITY WATER DEPARTMENT FOR CONNECTION FEES. IF
REQUIRED, ALL FIRE SERVICES AND SERVICES 2" AND OVER�WILL BE INSTALLED BY BUILDER.
ALL UNDERGROUND FIRE SERVICE CONNECTIONS SHALL BE SUBMITTED AS SEPARATE
UNDERGROUND FIRE SERVICE PERMIT FOR REVIEW AN9 APPROVA6:
3. THE SANITARY SEWER tATERAL (BUILDING SEWER) SHALL BE TESTED PER ORDINANCE CODE
CHAPTER 15.12. -
STORMWATER CHECKLIST NOTES
1. �DIRECT ROOF RUNOFF INTO CISTERNS OR RAIN BARRELS AND USE RAINWATER FOR
IRRIGATION OR OTHER NON-POTABLE USE.
2. DIRECT RUNOFF FROM SIDEWALKS, WALKWAYS, ANDlOR PATIOS ONTO VEGETATED AREAS.
3. DIRECT RUNOFF FROM DRIVEWAYS AND/OR UNCOVERED PARI(ING LOTS ONTO VEGETATED
AREAS.
4. CONSTRUCT SIDEWALKS, WALKWAYS ANDlOR PATIOS VNTH PERMEABLE SURFACES. .
5. USE MICOR-DETENTION, INCLUDING DISTRIBUTED LANDSCAPE-BASED DETENTION. .
6. PROTECT SENSITIVE AREAS, INCLUDING WETLAND AND RIPARIAN AREAS, AND MINIMIZE
CHANGESTOTHENATURALTOPOGRAPHY.
7.�MARK ON SITE WLETS UNTH THE WORDS "NO DUMPINGtfLONfS TO BAY" OR�EQUIVALENT.
8. (A.) RETAIN EXISTING VEGETATION AS PRACTICABLE (B) SELECT DIVERSE SPECIES
APPROPRIATE TO THE SITE. INCLUDE PLANTS THAT ARE PEST- AND/OR DISEASE-RESISTANT,
DROUGHT-TOLERANT, AND/OR ATTRACT BENEFICIAL INSECTS. (C) MINIMIZE USE OF PESTICIDES
AND QUICK-RELEASE FERTILIZERS. -
9. DESIGN FOR DISCHARGE OF FIRE SPRINKLERS TEST WATER TO LANDSCAPE OR SANITARY �
SEWER.
10. TEMPORARY EROSION CONTROLS TO STABILIZE ALL DENUDED AREAS UNTIL PERMANENT
EROSION CONTROLS ARE ESTABLISHED.
11. DEUNEATE WITH FIELD MARKERS THE FOLLOWING AREAS: CLEARING LIMITS, EASEMENTS,
SEfBACKS, SENSITIVE OR CRITICAL AREAS,BUFFER ZONES, TREES TO BE PROTECTED AND �
REfAINED, DRAINAGE COURSES. �
12. PROVIDE NOTES, SPECIFIGATIONS OR ATTACHEMEl�FFS-DESCRIBING THE F06LOWING. (A)
CONSTRUCTION, OPERATION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROIS,
INCLUDE INSPECTION FREQUENCY; (B) METHODS AND SCHEDULE FOR GRADING, EXCAVATION,
FILLING, CLEARING OF VEGETATION , AND STORAGE AND DISPOSAL OF EXCAVATED OR
CLEARED MATERIAL, (C) SPECIFICATIONS FOR VEGETATIVE COVER & MULCH, INCLUDE
METHODS AND SCHEDULES FOR PLANTING AND FERTIUZATION (D) PROVISIONS FOR
TEMPORARY AND OR PERMANENT IRRIGATION - -
13. PERFORM CLEARING AND EARTH MOVING ACTIVITIES ONLY DURWG DRY WEAFHER -
14. USE SEDIMENT CONTROLS OF FILTRATION TO REMOVE SEDIMENT WHEN DEWATERING AND
OBTAIN ALL NECESSARY PERMITS.
15. PROTECT ALL STORM DRAIN INLETS IN VICINITY OF SITE USING SEDIMENT CONTROLS (E.G.
BERMS, SOCKS, FIBER ROLL5 OR FILTERS) �
16. TRAP SEDIMENT ON-SITE, USING BMP'S SUCH AS SEDIMENT BASINS OR TRAPS, EARTHEN
DIKES OR BERMS, SILT FENCES, CHECK DAMS, COMPOST BLANKETS OR JUTE MATS, COVERS �
FOR SOIL STOCK PILES, ETC.
17. DIVERT ON-SITE RUNOFF AROUND EXPOSED AREAS; DIVERT OFF•STE RUNOFF AROUND THE
SITE (EG SWALES AND DIKES) �
18. PROTECT ADJACENT PROPERTIES AND UNDISTURBED AREAS FROM CONSTRUCTION
IMPACTS USING VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, .
DIKES,MULCHING OR OTHER MEASURES AS APPROPRIATE.
19. LIMIT CONSTRUCTION ACCESS ROUTES AND STABILJZE DESIGNATED ACCESS POINTS.
20. NO CLFI+NING, FUELING OR MAINTAINING VEHICLES ON-SITE, EXCEPT IN A DESIGNATED AREA
WHERE WASHWATER IS CONTAINED AND TREATED.
21. STORE, HANDLE AND OISPOSE OF CONSTRUCTION MATERIALS/WASTES PROPERLY TO
PREVENT CONTACT WITH STORMWATER. � .
22. CANTRACTOR SHALL TRAIN AND PROVIDE INSTRUCTION TO ALl � �
EMPLOYEES/SUBCONTRACTORS RE: CONSTRUCTION BMP'S.
23. CONTROL AND PREVENT THE DISCHARGE OF ALL POTENTIAL POLLUTANTS, INCLUDING
PAVEMENT CUTTINGWASTES,PAINTS,CONCRETE, PETROLEUM .
PROOUCTS,CHEMICALS,WASHWATEROR SEDIMENTS, RINSE WATER FROM ARCHITECTURAL
COPPER, AND NON-STORMWATER DISCHARGES TO STORM DRAINS AND WATERCOURSES.
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9893 Silvex spiin s Drive
Paik City, UT 8�098
Ph: 415.019.0301
E-mai.l: TIMPFORMONEDESIGN.COM
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GENERAL NOTES & SCOPE
1. PROTECT ALL EXISTING LANDSCAPING AND TREES DURING CONSTRUCTION, CONSULT ARBORIST AS REQUIRED.
" 2. NO EXISTING TREES OVER 48" IN CIRCUMFERENCE AT 54" FROM BASE OF TREE MAY BE REMOVED WITHOUT A PROTECTED TREE PERMIT
FROM THE PARKS DIVISION (55&7330) NO TREES ARE TO BE REMOVED FOR THIS PRWECT. -
3. WATER CONSERVATION IN LANDSCAPE ORDINANCE NOT.REQUIRED SINCE LANDSCAPE WILL NOT BE REHABILITATED AS NOTED ON PLANS.
4. A PLAN HAS BEEN DEVELOPED, AND WIL� BE IMPLEMENTEA, TO MANAGE STORM WATER DRAINAGE DURING CONSTRUCTION. CGC 4.1062 8. .
�„ CGC 4.'106.3 . .
� 5. ALL SPRINKLER DRAINAGE SHALL BE PLACED WTO IANDSCAP�NG AREAS �
STREET TREES
1. PROTECT ALL STREET TREES DURING CONSTRUCTION
PUBLIC WORKS NOTES
1. A REMOVEIREPLACE UTILITES ENCHROACHMENT PERMIT IS REQUIRED TO (1) REPLACE ALL CURB, GUTTER, DRIVEWAY AND SIDEWALK
FRONTING SITE, (2) PLUG ALL EXISTING SANITARY SEWER LATERAL CONNECTIONS AND INSTALL A NEW 4" LATERAL, (3) ALL WATER LINE -
CONNECTIONS TO CITY WATER MAINS FOR SERVICES OF FIRE LINE ARE TO BE INSTALLED PER =CITY STANDARD PROCEDURES AND
SPECIFICATION. (4)AND OTHER UNDERGROUND UTILITY WORKS WITHIN CITY'S RIGH7-OF WAY.
STORMWATER CHECKLIST NOTES
1. DIRECT ROOF RUNOFF INTO CISTERNS OR RAIN BARRELS AND USE RAINWATER FORlRRIGATION OR OTHER NON-POTABLE USE.
2. DIRECT RUNOFF FROM SIDEWALKS, WALKWAYS, ANDlOR PATIOS ONTO VEGETATED AREAS.
3. DIRECT RUNOFF FROM DRIVEWAYS AND/OR UNCOVERED PARKING LOTS ONTO VEGETATED AREAS.
4. CONSTRUCT SIDEWALKS, WALKWAYS AND/OR PATIOS WITH PERMEABLE SURFACES. .
5. USE MICOR-DETENTION, INCLUDING DISTRIBUTED LANDSCAPE-BASED DEfENTION. �
6. PROTECT SENSITIVE AREAS, INCLUDING WETL4ND AND RIPARIAN AREAS, AND MINIMIZE CHANGES TO THE NATURAL TOPOGRAPHY. . �
7. MARK ON SITE WLETS WITH THE WORDS "NO DUMPING FLOWS TO BAY" OR EQUIVALENT. �
S. (A.) RETAIN EXISTING VEGETATION AS PRACTICABLE (8) SELECT DIVERSE SPECIES APPROPRIATE TO THE SITE. INCLUDE PLANTS THAT ARE
PEST-AND/OR DISEASE-RESISTANT, DROUGHT-TOLERANT, AND/OR ATTRACT BENEFICIAL INSECTS. (C) MINIMIZE USE OF PESTICIDES AND QUICK
-RELEASE FERTILIZERS. � � .
9. DESIGN FOR DISCHARGE OF FIRE SPRINKLERS TEST WATER TO LANDSCAPE OR SANITARY SEWER.
10. TEMPORARY EROSION CONTROLS FO STABILIZE ALL DENUDED AREAS UNTIL PERMANENT ER0.SION CONTROLS ARE ESTABLISHED.
11. DELINEATE WITH FIELD MARKERS THE FOLLOWING AREAS: CLEARING LIMITS, EASEMENTS, SETBACKS, SENSITIVE OR CRITICAL
AREAS,BUEFER ZONES, TREES TO BE PROTECTED AND RETAINED, DRAINAGE COURSES. �
'12. PROVIDE NOTES, SPECIFICATIONS OR ATTACHEMENTS DESCRIBING THE FOLLOWING: (A) CONSTRUCTION, OPERATION AND MAINTENANCE OI
EROSION AND SEDIMENT CONTROLS, INCLUDE INSPECTION FREQUENCY; (B) METHODS AND SCHEDULE FOR GRADING, EXCAVATION, FILLING,
CLEARING OF VEGEfATiON , AND STORAGE AND DISPOSAt OF EXCAVATED OR CLEARED MATERIAL, (C) SPEGFICATIONS FOR VEGEfATIVE �.
COVER & MULCH, INCLUDE METHODS AND SCHEDULES FOR� PLANTING AND FERTILIZATION (D) PROVISIONS FOR TEMPORARY AND OR
PERMANENT IRRIGATION � �
13. PERFORM CLEARING AND EARTH MOVING ACTIVITIES ONLY DURING DRY WEATHER � -
14. USE SEDIMENT CONTROLS OF FILTRATION TO REMOVE SEDIMENT WHEN DEWATERING AND OBTAIN ALL NECESSARY PERMITS.
'I5. PROTECT ALL STORM DR.41N INLETS IN VICINITY OF S�TE�USING SEDIMENT CONTROLS (E.G. BERMS, SOCKS, FIBER-ROLLS OR FILTERS) .
18. Tltfil� SEDIINEN7 ON-SI7E, USWG �Iul�'S SUCM AS S�DIMEN7 BA51NS OR i12APS, EP,R7HEN DIK�5 OR �ERMS, 51LT FENCES, CHECK bAfdS,
COMPOST BLANKEfS OR JUTE MATS, COVERS FOR SOIL STOCK PILES, ETC.
17. DIVERT ON-SITE RUNOFF AROUND EXP0.SED AREAS; DNERT OFF-STE RUNOFF AROUND THE SITE (E.G SWALES AND DIKES)
18. PROTECT ADJACENT PROPERTIES AND UNDISTURBED AREAS FROM CONSTRUCTION IMPACTS USING VEGETATIVE BUFFER STRIPS, SEDIMEN'
BARRIERS OR FILTERS, DIKES,MULCHING OR OTHER MEASURES AS APPROPRIATE. � �
19. LIMIT CONSTRUCTION ACCESS ROUTES AND STABILIZE �ESIGNATED ACCESS POINTS.
20. NO CLEANING, FUELING OR MAINTAINING VEHICLES ON-SITE, EXCEPT IN A DESIGNATED ARFA WHERE WASHWATER IS CONTAINED AND
TREATED.
21. STORE, HANDLE AND DISPOSE OF CANSTRUCTION MATERIALS/WASTES PROPERLY TO PREVENT CONTACT WITH STORMWATER.
22. CONTRACTOR SHALL TRAIN AND PROVIDE INSTRUCTION TO ALL EMPLOYEES/SUBCONTRACTORS RE: CONSTRUCTION BMP'S. � .
23. CONTROL AND PREVENT THE DISCHARGE OF ALL POTENTIAL POLLUTANTS, INCLUDING PAVEMENT CUTTINGWASTES,PAINTS,CONCREfE,
PEfROIEUM PRODUCTS,CHEMICALS,WASHWATEROR SEDIMENTS, RINSE WATER FROM ARCHITECTURAL COPPER, AND NON-STORMWATER
DISCHARGES.TOSTORMDRAINSANDWATERCOURSES. . � ,
WATER CONTROL MEASURES
'I. ER0.SION CONTROL MEASURES SUCH AS PROTECTION OF STORM DRAINING INLETS, PERIMETER CONTROLS, PROTECTIONS FOR
CONSTRUCTION ACCESS POINTS, AND SEDIMENT CONTORL MEASURES. PROVIDE DETAIL OF THE OUTFALL CONNECTION OF THE STORM DRAIN
SYSTEM
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4A93 Silvei Sp[ings �tive
PaYk CiTy� I1T 8909B�
Ph: -015.819.0309
£-mail: TIM@FORMONEDESIGN.COM
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Kielty Arborist Services iss c�es�n� i�nvi� �z�
CertiSed.Aiborist WEH0476A Survey:
P.O. Box 6187 Tree# Species DBH CON HTlSPCommenta
San Mateo, CA 94403 iP Redwood 43.0 60 75/30 Good vigor, fair to poor fomi, codominant at
650-515-9783 (Sequoia sempervirens) 65 feat, l foot from concroto walkway,
. July l2, 2017 �� . � neighbor has pruned limbs that e�ctead wer
� home.l0 tlmes dismeter�35.8 feet
Tim Raduenz 2 Deodar cedar 10.5 80 40/20 Good vigor, good form.
Foi[n One
3841 24tb Street (Cednrs deodara)
� San Francisco, CA 94114 � � . 3P Chinese pistache 2S . 80 12/S Good vigor, good from, recently planted,
Site: 133 Crescent, B�alingame CA . - � . (Pismchia chinensis) � . street ffee.
Dear Mr. Raduenz, � - 4 Holly 9.3-9.9 40 15/] 0 Poor vigor, poor fomi, codominsnt at 3 feet, �
(!!ex aquifo[ium) decay in leaders.
As requested on Friday, June 23, 201T, I visited the above site to inspect and comment on the 5 ltalian stone pine 8.6 80 25/18 Good vigoy fair focm, poor location, young
uees. A new home is planned for this site avd your wncem as to the future health and safety of (P(nus pinea) hre.
the trees has pcompted Uus visit. At this time a site plan has not been viewed.
Method: . 6 Weeping willow 12.2 70 25/25 Good vigor, fair form, topping cuts made in
All ins ections were made from the � � ��(Salix babylonicaJ past. � �
p gro�d; [he trees were not climbed for this inspecrion. The . .
trees in question were located on a map provided by you. The trees were then measiued for �� 7* Noiway maple l0es[ 70 35/30 Good vigot, goof form, 4 feet from propetty
� diame[er at 54 inches above gound tevel (DBA or diameter at bieast height). The hees were (Acer pla(anoides) line.
aven a condition zating for form and vitality. The ffees' condition rating is based on 50 percent
vitality and 50 percent form, using the following scate.
. 8P Redwood 40.0 60 80/25 - Fair to poor vigor, fair fo�m, drought
� � _ 1- 29 Very Poor . � �. (Sequoia sempervirerss) stressed 10 times diameter33.3 feet
30 - 49 Pooi
� 50 - 69 Fair � � P-lndicates protected tree by ciry ardinance � �
�0 - 89 r'°°d Summary:
90 - 1 W Eacellent � On this site the only protected hees on site aze redwood heea #I and #8, and tha recantly plsnted
The height of the hees was measured using a Nikon Foreshy 550 Hppsometer. The spread wss Chi¢ese pistache street 4ee. Sheet trees aze protected regardless of size, the remaioing trees ace
paced off. Comments snd recommendations for future maintenanee �e provided. all under 15 inches in diameter maldng them non-pmtected Both of the xedwood heos are .
, exhibiting drought stress symptoms, as the tops of the trees look sparse wLen compered to the
� � � � rest of the canopy. Tlris area of Budingame is an oak woodland habitat that greatly differs from
. � � � the redwood trees native habitat. Redwood trees in their native habitat receive water during the
� � dry sammer months by means of coastal fog and summer rainfall. That said, in order W keep a �
� � � redwood uee healthy in a dry oak woodland habitet, significant supplemental imga[ion imust be
provided. Often the redwood trees need for supplemental uxigation can become too large as the
trees mature and as the cegulafions on water use become enforced. ft is recwmmended to provide
� both redwood trees with supplemental imgalion if they are [o be retained. Laser cut soaker
� hoses should be placed 18inches &nm the truoks of ihe redwood 4ees and circle around the tree
. out ro a distance of 20 feet where possible. 1'he soaker hoses should ba covered with mulch in
133 Crescent /7/12/17 (3) . 133 Crescent /7/12/17 (4)
order to conse�ve waTer. This will li7cely benefit the redwood trees and their health should � Tree Trimming
improve. � � � � � � During construction any trimming will be supervised by the site arborist and must stay �
� undemeath 25% of the trees total foliage. �
The existing home fomdation is in close proximity W both mdwood trees. Foundations often act
as a root barrier for the hees. The existing soil undemeath the existing home is ttighly Root C�tting
compacted and not a place where root growth is encouraged. Anywhere where the new home is Any roots to be cut should be monitored and dociavented iarge mots or lazge messes of mots
proposed where the existing home is located is not expected to l�ave a impact on the redwood to be cut should be inspeeted by the site azborist. The site arborist may recommend irrigafion or
irees healt6. Pmposed home locations outside of where We existing home is loeated should fertilizing at that time. Cut all roots clean with a saw or loppers. Roots to be leR exposed for a �
strive to stay a minimum of 20 feet &om the redwood hees on site. If the driveway is pzoposed � � period of time should be covered with layeis of burlap and kept moist .
on this side of the pcoper[y neaz the redwood treea, special conshvetion tectmiques auch as the � �
use of geo grid and shuctural soil can be used to get close to the heea without causing significant Trenching and Exca�ation �
ham�. Any excavation at 10 times tlie redwood 4ees diameters m71 need to be supervised by the Trenching for imgation, electrical, dminage or any other reason, should be Land dug when
site azborist. Before any eaccavation is to take place wiUiln 10 times the redwood trees diameters beneath the dnpline of desired trees. Hand digging �d carefiil placement of pipea below or
a meeting on site with the conhactor performing�the work shall first take place, so fl�at the beside protected roots will diamatically reduce mot loss, thus reducing hauma to desired trees.
comractor understands how W perform the work. Excavation with the use of an a'v spade in . Trenches should be back filled as soon es possible using native materials and compacted to near.
combination wi[h hand tools will be needed in these arees. � � original levels. Trenchea to be left open with exposed roots st�ell be covered witL butlap and
� . - kept moist. � Plywood laid over the hench will help to protect mots below. � �
if the existing walkway located 1 foot &om redwood tce #1 is to be removed, it must be done by �
hand. The existing walkway should stay in place as long as possible t6roughout construction as irrigarion �
this is protecting the roots undemeath it. � Normal irrigarion should be maintained throughout the entire length of the pmject. Irrigation
should consist of surfice flooding, widi enough water to wet t6e entue mot zone. If the root
italien�stone pine tree #5 ia recommended for removal as it is poorly located on lhe propeny. - zone is traumatized this type of urigation ehould be carried out two times per maath during the
Tiils tree would likely be in conflict with the sucrounding hardscapes and foundations in the wazm dry season.
future. The following tree protection pla¢ will help to reduce impacts to the trees from the � . .
proposed conshvction. . . Inspections
� The site will be inspected after the tree protection measures aze iastatled and before the start of
Tree Protectlon Plan: � consnuction. It is the contcactors responsibility to notify the site arborist when conshuction is to
Tree protection feucmg � start, and whenever there is ta be work prefofined witlun 10 times the diameter of a protected
Tree protection zones should be established and maintained throughout the entire length of the tree on site at least 48 ho�as in advance. Kielry Afioris[ Services ceu be reached at 650-515-
project. Fencing for pcotection zoncs should be 6 foot tall metal chain link supported by 2 inch 9783(Kevin), 650-532-4418(David), or by email at kkarbot0476Qyahoo.com
diamefer poles poimded into the gromd The location for protective fencing should be as elose -
to the dripline as possible s[ill allowing roam for conskuction to safely eontinue, No equipment � This iafomiation shoutd be kept on site at all times. The infoimation included in tl�is report is
or materials shwtd be stored or clamed inside protection zones. The tree protection wne for - �� believed to be true and based on sound arboricultuial principles and pcactices. �
trees must be maintained tNmughout the entire project. Where possble the tree protection � .
fencing should be placed at lOX the diameter of the trees on site. Sincerely,
Kevin R. Kielty David P. Becicbam
Landscape Buffer Certified Arboris[ WEN0476A Certified Arborist WE#107?AA
Where tree protec[ion does not cover the entire root zone of the trees a landscape buffer
� consisting of wood chips spread to a depth of six inches wi(I be placed where foot taffic is �
.expected ro be heavy. The landscape buffer will�help to teduce compaction to the u¢protected . �
� root zone. - .
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201b CALIFORNIA GREEN BUILDING CODE
RESIDENTIAL CHECKLIST
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New resFdentlo! hUiidinas must be designed fo include the GYeen Buildi�g mnndatory
meosures speeifled in Yhis cheskiist. These Green Builditlq mdndatory tneasures also
apply #o udditions nr' olterrrtions of exisvna residentio! 6uildinas where the oddit)on or
plteration increases the buildings conditioned qrea, valume, or size. These requirements
appty anly to the spet�c areo of additian or etlteration:
Building Permlt Number: -
Site Addre55: 133�CRESCENT AVE.
fn ibe colemn labeled "Pion Reference"
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5AN MATEO C�Uh1TYWI0E
Water Pollution
Prevention Progra m
Clean Water. Meaithy Community.
�onstruction Best Management Pr�.ctices (BMPs)
Construction projects are r�quired to implement the stormwater best management practices �BMP) on this page, as
they apply to your pro�ject, all year long.
Materials & Waste Management
Non-Hazardous Materials
❑$ecm and cover stockpiles 4f sand; dirt or othez �onstrucrion waterial
with tarps when rain is forecast ar if not acrivelv heing used within
14 days.
❑ Use (bul don'l overuse) reclaimed waler for dust cantrol.
Hazardous Materials
❑ l abel all hazardous materia]s and fiazacdous wastes (such as
pes4icides, painls, tiunners, salvettts, fuel, oil, and aulifrea�e) in
accordanve with city, ooiinty, state and federal regulatious.
❑ Store hazardous materials pnd wastes in water tight conWiners, store
in appropriate seeoudary contaiument; and coverthem atthe end of
every work day or dnring wet weather or when rain is foreeast.
❑ FoAow manufactuner's applicalion insbmctions for hazazdous
matenalsand be careful not tp use mora than necessary. Do not
Apply chemiculs oUtdoore when raui is farebust �cithin 24 hours.
❑ Arrange for appropriate dispasal of all hazardous wastes.
Waste Management
❑ Cover waste disposal containers securely withtarps atthe end of
every wozk day and dwting wel wealher.
❑ Check waste disposal containers frequenfly for leak§ and to make
sure they aze not over&lled. Never hose down a dumpster on the
construction site.
❑ Ctean ot replace portable toilats, and 3nspect llieam frequenlly for
leaks and spills.
❑ Dispose of ull wastes and debris properly. Recycle materials and
wastes t6at can be recycled (such as asphalt, ooncrete, aggregate base
materials, wood, gvp boazd, pipe, ete.)
❑ Dispose o£liguid residnes from pamts, dxnuiers, solvearts, glnes, and
cleaning fluids as ha�ardous waste:
Construction Entrances aad Perimeter
0 Establish and maintain effective perimeter controls and stabilize all
consteuorion enirauces t�nd earits to suffieiently control erosion wd
sediment dischazges ftam site and tracking off site.
❑ Sweep or vacuwtt any slreeL 6racking immediately and secute
sediment source ta prevent £urdier tracking, Never hose down streets
to clean up iracking.
Equipment Management &
Spill Control
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Maintensnce and Parking
❑ Designate an area, fitYed with apgropriate BMPs, for
velricle and eyuipment parking and sWrage.
❑ Perf'orni major mau�tenance, repait jobs, and vehicla
axtd equipment washing off site.
❑ If refueling or �ahicle. maintanance must be dane
onsita, work in a bermed azea away &om starm dtants
and over a drip pan or drop cloths bi� enough td collect
fluids. Recycle �ar dispose offluids as k�azardous waste.
❑ If velucle or equipment cleaning must be done onsite,
clean widi water ozily in u barmed area that will not
allow rinse water to run inro gutters, streets, stomi
drains, ox surface waters.
❑ Do not clean rehicle or equipment onsite using soaps,
salvents, degreasers, orsteam cleaning eqmpment.
Spill Pnevention and Control
❑ Keep spill cleanup materials (e.g:, rags, absorhents and
cat litter) available aC the consttuction site at all times.
❑ Inspact vehieles and equipment frequently For and
repair leaks prompUy. Use diip �azts to catchleaks
until repairs are made:
❑ G7ean up spills ar leaks immediutely and dispose of
cleanup materials properly.
❑ Do not hose down surfaces where Iluids have spilled.
Use dry cleannp,meihods (absorbexxtruateriaLs,: cat
iitter, andlor rags).
O Sweep up spilled dry matarials iminediately. Do not
try to wash them away with water; oi bury them.
❑ Clean up spills on dirt areas by digging up and
properly disposing of confantinateC3 soiL
d Report significant spills imtnediataly. You aza required
by law to report all significantreleases of hazazdous
malerials, including oil, Tb reporl a spill: 1) Dia1911
aryour local etnecgency response nutuber, 2) Call the
Governor's Ofiiee of Emergency Services Waming
Ccntcr, (8.00) 852-7550 (24 �ours).
Earthmoving
❑ Schedule grading and excavarion work
during dry ctieather.
O Stabilize all denuded areas,, install and
maintain temporery erosion controls (such
as crosion conhvl fahric or bondcd fibcr
matrix) nntil vegetation is established.
❑ ftemove existing vegelalion only when
absolntely iieoessary, aud seed or plant
vegetation for erosion control on slopes
or whcre oonsiruckion is not immcdiatcly
planned.
0 Prevent sediment from migrating otTsite
and protect stonn draui inlets, gutters,
ditehes, and drainage courses by installing
aitd maintainntg appropriate BMPs, sucli
as fiber zolls; silt fezices, sediment busins,
gravel bags, beans, ete,
❑ Keep excaval.ed soil on sile and transfer it
ta dump trucks on site, not in the sGeets.
Contaminated Suils
❑ lf any of the fallow ing condirions are
observed, test for contamina6on and
contact the Regional Wttter Quality
Gonttol Boazd�
- Unusual soil condilians, discolora4ion,
or odor.
- Abundoned nndergroimd Yunks.
- Abandoned wells
- Buried barrels, dehris, or trasli.
Paving/Asphalt Work
❑ Avoitl paving and senl couung in wet
weather or when rain is foracast, to
prevent materials that have not cwed
fmm contacling slormwaler runoff.
❑ Caver storm drain inlets and manholes
when apply ing setil cont, tack caat, slurry
seal,:fog seal, etc.
❑ Coilect aud recycle or appropriafely
dispose of excess abrasice gravel or sand:
Do NOT sweep ar wash it into gutters.
O Do not use water to wash down fresh
asphalt concrete pavement.
Sawcutting & Asphalt/Concrete Remo�al
❑ Protect nearby storm drain inlets when
saw cutting. Use fillerl'abric, ca�h taasm
inlet filters, or gravel hags to keep slwry
out oFthe sforni drain system.
❑ Shovel, abosorb, or vacuwn saw-cut
slwry and dispose of all waste as soon
as you are finished in one location oi ai
the eud of each work day (wh.iche��er is
sooner!�.
❑ If sawcut slurry enters a catch basin; clean
it up immediatQly.
Concrete, Grout & Mortar
Application
❑ StAte concrete; grout; and mortar away
&om slozm drains ozwalerways, aud on
pallets under cover to protect tliem frorn
xain, runoff, and rvind.
❑ Wash out concrete-equipmentltrucks
offsite or in 8 designated w�dshout
area, where the water wi�l flow inEq a
temporary waste pit, and in a inanner
that will prevent leachutg into the
underlying ao�7 or onto surrounding areas.
Let concrete hazden and dispose of as
garbage.
❑ When washing exposed aggre�ate,
ptevent washwater from entering storm
drains. Block arry inlets and vacuum
�utters, hose washwmter onto dirt ureas, or
drain onto a bermed surface to be pumped
and disposed af praperly.
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❑ Protcct stockpilcdlandscaping matcrials
fiom wind and raiu by storing fhem under
tarps all year-round.
Cl Slack bagged material on pallels and
under cover.
❑ Discontinue application of anv esodible
landscape material within 2 days befora a
fozecast rain eventor during wet weather.
Painting & Paint Removal
Painting Clesnup and Rempval
C7 Never clean bru9hes or rittse paint
oontainers uaio a sireet,, gutter, storm
drain, or stream.
❑ For water-based paints, paint out brusl�es
to the e�ctent possible; and rinse into a
drain that gaes to the sanitruy sewer.
Naver pour paint down a storm drain:
❑ For oil-based paints, paint out brushes to
the exbent possible and cleau ivith thimier
ar solvent in a proper containet F'rlter and
ncusc thinncrs and solvcnts. Disposc of
excess liquids as hezazdous �vaste.
❑ Paint clups and dust from non-tiazardans
dry strippuig aud sand blasting may be
swept up or collected in plasric drop
cloths and disposed of as ttash.
GI Chemical paint sd'ipping tesidua and chips
and dust from marine paints or' paints
conlaining lead, mercuzy, or tribulyllin
must be disposed of as hazardous waste.
Lead based paint remo�ai requires a stale-
ccrtificd coutractor.
Dewatering
❑ Dischazges of groundwater ot captured
nwafffrom dewatering operations must
be pzopezly managed and disposed. When
possible send dewatering discharge to
Iandscaped area or sanitaty sewer. If
dischargiiig to thc sanitary scwcr ca113�our
local wasteRater treaUnent plant.
❑ Divertnm�n water &om ofl'site sway
from all disturbed azeas.
Q When dewatering, notify and obtain
approval from tha loanl municipatity
before discharging watez to a streei gutter
or strnm drain. Filirarion or diversion
llvough a basin, lank, or sediinent trap
may be required.
❑ In ureas of knbwz� or sus�ected
contamination, call your local agency ta
deterruiue whether the gmund water must
be tested. Pwnged gound}vater may need
lo be collected and hauled oll-site for
treatment aud proper disposal.
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Park City, UT 89098
Ph: 915.819.0304
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RELATED CODE REQUIREMENTS: (EGRESS)
1. EGRESS WtNDOWS SHALL HAVE A MIN. NET CLEAR OPERABLE AREA OF 5.7 S�UARE FEET.
2. THE MINIMUM NET CLEAR W1DTH DIMENSION SHALL BE 2U'
3. THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24"
4. PER 2016 CALIFORNIA RESIDENTIAL CODE 2018 CRC R310 OR CBC 1030 �
RELATED CODE REQUIREMENTS: (BATHS) (CONT.):
PLUMBING:
-SHOWER MUST BE PROVIDED W/ TEMPER4TURE CONTROL (ANIT•SCALD) TYPE VALVE TOILETS MUST HAVE
A MIN. CLEAR SPACE OF 30" WIDE, 8 24" C�EAR SPACE M FRONT. IF NEW, TOILETS MUST BE WATER
CONSERVING 128 GALLON. SHOWER DOORS SHALL OPEN OUiWARD AND SHALL BE A MIN. 27' NADE, THE
SHOWERHEAD CANNOT DISCHARGE DIRECTLY AT ENTRANCE. AlL SHOWER COMPARTMEMS, REGARDLESS
OF SHAPE,
MUST BE CAPABLE OF ENCOMPASSINGA 30" CIRCLE. JOB-FORMED SHOWER PAMLINER MUST SLOPE }" PER
FOOT TO WEEP HOLES IN �RAIN, AND BE INSPECTED UNDFR TEST PRIOR TO COVERING.
RELATED CODE REQUIREMENTS: (BATHS) (CONT.):
BUILOING:
- SHOWER WALL SHALL BE FINISHED 70 A HEIGHT 77' ABOVE THE DRAIN INLET WITH MATERIAL THAT IS NOT
AFFECTED BY MOISTURE. GREEN BD. CANNOT BE USED AS A BACKER FOR MASTIC TILE VNiERE IT WILL BE
EXPOSED TO SPLASHING WATER AND IS NOT ALLOWED ON CEIIJNGS.
CEMENT BOARD WITH A MOISTURE BARRIER AND CORROSION-RESISTANT FASTENERS ISAN APPROPRIATE
BACKING MATERIAL IN WET LOCATIONS. MIN. CEILING HEIGHT FOR ALL BATHROOMS IS 7'-0". SAFEN GLAZING
19
REQUIRED FOR WINDOWS IN TUB OR SHOWER LOCATIONS WHERE THE BOTTOM EDGE OF GLASS IS LESS
THAN 5'-0" ABOVE THE DRAIN. AS PART OF REMODEL SMOKE DEfECTORS WILL BE REQUIRED IN ALL
BEDROOMS, AAIOINING HALL, AND AT EACH IEVEL PER THE BUILDING CODE.
RELATED CODE REQUIREMENTS: (BATHS)(CONT.)
ELECTRICAL: �
- tT IS REDUIRED TO HAVE AT LEAST ONE RECEPTACLE WITHIN 3-FEET OF 7HE OUTSIDE ED6E OF EACH
BASIN. 7HIS RECEPTACLEANDANY OiHERS LOCATED1Mh11N THE BATHROOM MUST BE GFCI PROTECiED.
• A SEPARATE 24AMP CIRCUIT IS REQUIRED TO SUPPLY BATHROOM OUTLETS ONLY, OR ASINGLE .
BATHROOM. �
- LIGHTING W1LL BE RE�UIRED TO BE HIGH EFFICACY OR CON7ROLLED BY A MANUAL ON OCCUPANT
SENSOR SVNTCH. (TYPICALLY HIGH EFFICACY LIGHi FIXTURES ARE PIN &4SE FLUORESCEM WITH
ELECTRONIC BALLAST. �
MECHANICAC
-A FAN CONNECTED TO THE OU7SIDE CAN BE PROVIDED, FAN�EXHAUST SHOULD BE 3FEET FROM BUILDING
OPENINGS AND PROPERN LINES. �
BE INSPECTED UNDER TEST PRIOR TO COVERING.
GENERALNOTES:
1. PROVIDE 3d' MIN. CLEAR WIDTH, 15" ON BOTH SIDES FROM CENTERLINE OF W.C.) AND 24" CLEARANCE IN
I FRONT OF TiE W.C. PER CPC 402.5
I 2. PROVIDE MIN. SHOWER AREA- 7024 SQ. INCHES, CAPABLE OF ENCOMPASSING A 30" CIRCLE. SEE PLANS
'� PER CPC 408.6
3. TEMPERED GLNJNG, NP. ATALL �OORS AND REQUIRED BY CODE
' 4. PROVI�E DEVICES TO ABSORB HIGH PRESSURES RESULTING FROM hiE WASHER & DISHWASHER, ETC.,
PER CPC
. 5.PLUMBING FIXTURES (WA7ER CLOSETS AND URINALS)WILL COMPLV WITH FOLLOWING (1 JTHE EFFECTIVE
FLUSH VOLUME OF ALL WATER CLOSElS UNLL NOT EXCEED 728 GAUFLUSH. (2.) THE EFFECTIVE FLSUH �
VOLUME OF URINALS W1LL NOT EXCEED .5 GAL/FWSH 2O16 CGC 4.303.12
8. EXHAUST VENT FOR DRYER SHALL TERMINATE TO THE OUTSIDE OF THE BUILDING AND SHALL BE
EQUIPPED IMTH A DRAFf DAMPER AND SHALL BE RIGID METAL DUCT IMTH SMOOTH INTERIOR SURFACES
PER CMC SECT. 504.
7. VERIFY ALL FINISH FLOOR CALL-OUTS W/ OWNERS, NP.
e. SU& PANEL EIECT., VERIFY LOCATION.
9. ALl SHOWER HEADS TO HAVE 20 GPM FLOW MAX PER CPC SECT. 408.2
10. ALL SHOWER WA�LS TO BE WATERPROOF T0 72' ABOVE DRAIN INLET, WALL FINISHES TO BE OF SMOOTH
HARD NONABSORBENT SURFACE, PER CRC R3072 (CEMENT BASED) �
11. (N) GAS WATER HEATER LpCATED IN A7TIC .V.I.F.. �
12. ALL LAVATORY FAUCETS TO HAVE 12 GPM, AND KITCHEN FAUCETS TO HAVE 1.8 GPM FLOW MAX. PER
CPC SECT. 403.7, & 403.6
73: WA7ER HAMMER ARRESTORS AT ALL APPIIANCES THAT HAVE QUICK-ACTING VALVES (LE.� DISHWASHERS
HOT WATER IJNE AND THE HOT/COLO LINES OF THE CL07HES WASHER) 2016 CPC 609.10.
14. COMROI. VALVE FOR SHOWER OR TUB/SHOWER SHALL BE OF THE PRESSURE BALANCE OR
THERMOSTATIC MIXING VALVE TYPE, PER CPC 420.0.
75. THRESHOLD FOR IN-SIMNG OOORS SHALL BE7.75" MAX. AND T' MAX. FOR OUTSWING DOORS.
16. (N) GAS METER LOCATION, PG&E, TYPICAL 38" FROM OPERABI.E VNNDOWS.
17. (N) ELECTRICAL METER LOCATION
'18. MAX DROP FROM TOP OF THRESHOLD TO THE EXT. LANDING ATALL SLIDING AND INSIMNGING DOORS
SHALL BE LIMRED T0 7.75", AND NOT MORE THAN 7.5" LOWER THAN THRESHOLD FOR OUTSNANG DRS. PER
201B CRC R311.3
'19.. (N) STAIRS TO HAVE MAX. RISER HEIGHT OF 7.75" AND A MIN. TREAD DEPTH OF 10" PER CRC R311.7.4.
20: A CAPILLARY BREAK WILL BE INSTALLED IF A SLAB ON GR4DE FOUN�ATION SYSTEM IS USED. THE USE OF
A 4" THICK BASE OF i/l' OR LARGER CLEAN AGGREGATE UNDER A e MIL VAPOR RETARDER WIiH JOIM
LliPPE� NOT LESS THPN 6" WiLL BE PROVIDED UNLESS AND ENGINEERED DESIGN HAS BEEN SUBMITfED AND
APPROVED BY THE BUIIDING �IVISION . 2078 CGC §4.5052 AND CALIfORNIA RESIDENTIAL CODE (CRC)
§R5082.3
21. BUI�DING MATERIALSVNTH VISIBLE SIGNS OF WATER DAMAGE WILL NOT BE INSTAIIE�. WALL AND FLOOR
FRAMING WiLL NOT BE ENCLOSEONMEN THE FRAMING MEMBERS EXCEEO 19%MOISNRE CONTEM.
MOISTURE CONTENT N7LL BE VERIFIED PRIOR TO FINISH MA7ERIAL BEING APPLIED. 2016 CGC §4.505.3
72. THE FITfINGS FOR FAUCErS AND SHOWERHEADS WILL HAVE ALL REOUIRED STANDARDS LISTED ON THE
PLANS; 1.5 GPM FOR FAUCETS AND 2.0 GPM FOR SHOVvERS. 2078 CGC §4.303.1.3 AND 2018 CGC §4.303.1.4
23. ANY GAS FIREPLACE WILLBE DIRECT-VENT SEALED-COMeUSTIBLE TYPE 2016 CGC §4.503.1
24: NEW MANDATORY U-FACTOR (0.56) FOR FENESTRA710N AND SKYLIGHTS §750.OB �
25. WALLS WITH 2X6 AND-LARGER FRAMING REQUIRE R-191NSULATION§150.0(C)2
28. ANY WOOD STOVE OR PELLET STOVE WILL COMPLV WITH US EPA PHASE II EMISSION LIMITS 2018 CGC
§4.503.1
2l. PLUMBINGCONTRACTOR4NLLPROVIDETHECITYBUILDINGINSPECTORASINGLEIJNEDR4NANGOFTHE
EXISTING AND NEW GPS LINES AND INDICATE ThIE DISTANCE FROM THE METER TO EACH GAS FIRED
APLIANCE PRIOR TO INS7ALLATION. INCLUDE THE SIZE OF THE GAS PIPE TO EACH APPUANCE AND BTU
RATING OF EACH APPLIANCE GAS PIP SIZING WILL BE SIZED PER TABLE 12162(1) IN THE 2078 CPC. NOTE:
ANY INSTALL4TION OF NEW GAS PIPING PRIOR TO PLAN CHECK APPROVAL IS AT THE RISK OF THE
CONTRACTORS RISK
2B. HOT WATER PIPING INSULAiION §150,0 �)2 A ii
29. LIGHTING-NEW MANDA70RY REQUIREMEMS FOR INDOOR ROOMS §150.0 (K)
30. R4DIANT BARRIER NOW RE�UIRED IN CLIMATE ZONE 3§150.0 (C) 2
31. REDUCE U-FAC70R (0.32)AND SHGC (025) FOR HIGH PERFORMANCE WINOOWS
§150.1 (C) 3 A �
32. ADHESIVES, SEAIANTSAND CAULKS USED ON THE PROJECT SHALL FOLLOW LOCALAND REGIONALAIR
POLLUTION OR AIR QUALITY MANAGEMENT DISTRICT STANDARDS 2016 §4.504.2.1
33. ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS OR 07HER OPENINGS IN SOLEIBOTfOM
PLATESAT EXTERIOR WALL W1LL BE RODENT-PROOFED BY CLOS�NG SUCH OPENING54N7H CEMENT
MORTAR, CONCRETE, MASONRY OR SIMILAR METHOD ACCEPTABLETO THE ENFORCING AGENCY. 2076 CGC
§ 4.40B.1
INSULATION: (See Title-24 For Min.)
i. ALL EXTERIOR 2Xfi WALLS: R-21 BATT INSULATION
2. ALL EXTERIOR 2X4 WALLS: R-15 BATT INSULATION
3. ALL CEILINGS TO RECEIVE R-32 MIN. INSULATION, �
BLOWN IN PREFERRED. �
4. ALL UNDER FLOOR TO RECEIVE R-79 BATT
INSULATION .
5. ALL BATHROOMS, LAUNDRY ROOMS, TO RECENE �
SOUND BATT, INSUTATION, TYPICAL.
NOTE:
WHERE THE PROPERTY LINE IS LESS THAN 10 FEET
FROM THE EXIT TERMINAL OF ANY NEWLY INSTALLED
OR REPLACEMENT HIGH EFFICACY MECHANICAL �
EQUIPMENT THE PIPE SI2E OF THE FINAL 10 FEET OF �
ANY TERMINAL MUST BE INCREASED TO THREE
INCHESORASANALTERNATIVE,MANUFACTURER �
-APPROVED BAFFLES MUST BE INSTALLED. .
WHOLE-BUILDfNG VENTILATION RATE SUMMARY:
��
GONTINUOUS FAN FLOW (CFAIj = 87.08 CFM
USE THE FAN FIAW RAiE FROM THIS SUMMARV FOR SELECTION OF
WHOLE-BUILOING VENTILATION FAN FOR THE DUCT OESIGN fOR THE WHOLE
BUILDINO VENTIIATION SVSTEM FROM TABLE 7.1.
DUCTSQE (IN) =S �
�MAXIMVM ALLQWABLE.�IICT LENGTH (FT) = 35'
'__._ -___... ___ --_............_-'i
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Pack City, UT 84D98
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E-mail: TIM@FORMONEDESIGN.COM
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2415 Swmnit Dcive
Hillaborough, CA 94010
P: 650-333-6H49
BUILDING SET
. � Revi 5 i ons �
Rev .: De S cript i on - Dat a .
001 BUILOING FPPLICPTI�1 CIXRIENTS 11-14-18
002 BUILOING APPLICATI0.Y COMIENTS 12-7-18
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001 BUILDING APPLICATION COMAEN'f5 11-19-18
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Title : Building Details
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133 CRESCENT AVE.
Burlingame, CA 94010
Job No. : 17_023 IDiatm : C.HAAAISON� I Date ; 06-15-2017
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T�t�e : Title 24
eiojet : MR.+ MRS. GREG GAMBRIOLI
133 CRESCENT AVE.
Burlingame, CA 94010
Job No, : 17_023 I Drawn ; C.AARRISON I Date : 06-15-2017
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BURLINGAME� CA �4010 Hillabotough� CA 99010
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Revisions
Rev.: Description : Date - '�,
001 BUIL�ING APPLICATION CWIIIENTS I1-14-18
002
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!.11 tl[mrings a Speclfiratians provlCetl as iosfiweuta of service are [Ae pcope�ty of Ne Oesig�rer M�e[hec Ne pro7ec[ 1s executed o� not.tt is wilmlfvl Eo� any peraon, xithou[ Ue �+rlttm crneent of the Dealgnar. io dipiirate oc make <oplea of Neae EocwenGs,parUy or ln xiwle, for uae fo� oNer p�oJectr s tr 11Einqs.
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Title : Title 24 (cont.)
P`°i"`: MR.+ MRS. �REG GAMBRIOLI
133 CRESCENT AVE.
Burlingame, CA 94010
Job No. : 17_023 I Drawn : C.HARRISON I Date ; 06-15-2017
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F; MR. + MPS. GREG GANBftIOLI
" 133 CRESCENT-AVE. .
'3 BURLINGRME� CA 94010
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z APN#: 028-293-060
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contcacxor :
Gambrioli OevelopmenYs
Contact: Gteg Gambcioli �
2415 Sianmit Drive
Hillsbozouqh� CA 99010 �
P: 650-333-6899
BUILDING SET
III
� Revisions ��
Rav .: .Da s C Y'ipti on � Data .
001 BUILDING APPLICATION C¢RA�..NTS 11-14-18
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PROPERTY IINE FENCING. SEE
DETAIL THIS SHEET FOR MORE
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(6) (N) PLANTING POCKETS FOR
SCREENING TREES TO CREATE
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REMOVE 9" DIAMETER (E) HOLLY TREE
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AREA = 9,813t SQ. FT.
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BASIS OF BEARIN�S-55.09'
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HOLDING LATTICE IN PLACE
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HOLDING FENCE BOARDS IN PLACE
O6 4x6 PRESSURE TREATED WOOD POST
O7 1x8 REDWOOD FENCE BOARDS
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PROPOSED LOCATION FOR ' �I { :`. '' :, , �
FRONT YARD / SIDE YARD � ` I � (N) REDUCED PRESSURE / '�
IRRIGATION VAWES � � � �' BACKFLOW ASSEMBLY
I I II eee F.F.: 54.0' �
3/4" PVC SCHED 40 �' � j L H H G
IRRIGATIONMAWLINE � I ��
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REDUCER / BACKFLOW `� I � I. ;
DEVICE ASSEMBLY � � I ��.
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WATER METER -� `�n
l _ _ }- ; . WM .
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� (N) IRRIGATION CONTROLLER TO BE�� �
� �"; I � � MOUNTED ON EXTERIOR HOUSE WALL ;, �
a. I AT AVAILABLE OUTLET W THIS AREA �
m' ' II� e ;�� PROPOSED LOCATION FOR �� ��
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� I L� !��/���/���/���//��/���%/�////////////// TO (E) REDWOOD TREE PER ��
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w i%�i%/�i%�i%/�j,�%/"/iL���,,%(�i%,,�r�,�%. > Q
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� .._......, ...: ,.� , ... 1� �� /„�.���' / j�S///�yC���, /� . � � . . � SHEETNAME:
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Q � %i��ii%ii��'���i�%�'G'%�ii��i��ii �� _ �_ ��
SCALE: 1 /8 1 0 (PROPOSED)
a � r � y� . AC Alr ConditioNng ES 6dsfing Stoop PA Plarrting Aiea IRRIGATION -
I �n x � � � AP AIC Pmver Box EV Existing Valves PB Power Box P�N �
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z SCALE: 1/8" = 1'-0"
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� � � . 0 J . � O �LO . _ � . SHEET NUMBER:
(� F�dsdng HB Hose Bibb SL � Servlrz Line
. . S¢O„� 8� 49 E _ . Q� � . . .. . . . EM Eledric Meter IB Intercom Bax TA Telephone Access �
. w . .; . .. . . _. _— — — -- — -- --EO EleGricOutlet �— LT �LigM. . . UP —Utilfty Pole — ... L' 1 ■ O -
— - — — -- —� p �-- ' — - . . . . . — —� -- � — . . .... �. . . . EP 6cisting Pipe MB Mail Box WM Water Meter .
o w I I . . _ . _ .. ._ - �F - 6 SHEETS �I
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--�_" - �
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�^ 390 SF
TOTAL GPM OF ZONE� 2.83
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ZONE 1
24 SF
TOTAL GPM OF ZONE: 0.09
CONCRETE SIDEWALK
ZONE 4
560 SF
TOTAL GPM OF ZONE: 1.74
ZONE 5
136 SF
TOTAL GPM-0F ZONE: 0.54
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I � � SYNTHETIC TURF TOTAL GPM OF ZONE: 1:95 C ��
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PROJECT DATE:
i I ,\ D EAR SETBACK �20 —0" (SECOND FLO oe2a�a
. �` ❑ � DRAVJN BY: .
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a �
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. � a I �. � AC Air Conditlonin8 ES Ewsting Stoop . PA . plairtin Area
e IRRIGATION
qp A/CPowarBox EV ExistingValves PB PowerBox ZONEMAP
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. . I , o Q � � i � 5 10 20 � (� Existing HB Hose Bibb � SL , Service Llne SHEET NUMBER: .�
540�18 49 E . � Q � . , � � � . � EM Elecldc Meter IB Inteicom Box TA Telephone Access - ■ � I _I _ _
. nb V � . Z�idE i � � - _ _ _ _ _ . _ _. _ _ ._ _ _ _ _. - . - - - - - - - - - EO -ElectricOutlet - -LT -Light - - - UP - Utildy Pole - L "' � "' .
. Z _ _ __ _ - - EP E�sting Pipe MB Mail Box WM Water Meter
- _ -
- - - - - - - - - 3 4 - - - - -322 SF _ - - . _ _ i o� � �teEi�
_ �L,�IA� �ER'!�Q �EE"�'
_ _
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_ _ � �— �'�P�ACl�lll�r _,� --�,-�- _. _:._�....�..�,,.
GPH G GP�# Gi�IA GPl# ��'i4� �PH GPM }
� � � �a�� z�� � a�a a�.s � a�� �a ! � �� �.� � � �
8ASI5OF BEARIN�S - ..�,�.,. ,.�,,.., ,..�,....,w �. �,.,,�..�..,.,e �,.,.�.�...�.. .. .e... �,.,k-w�...�.,, �..�... .�,�,...�,
��� � l�.��. � � � � iR.f��� � ��7�1 �4� °i7'W � ��.� ±� �� �
- - - 939 31'10' E � , �.;
. . '._'�._».�....., t � � i `� / ,�._._«.,.�. .,......�.�.._,..,-....•.,.
24" 13.2 ` 0�22 �i:2 ;�'► 3t�,4 , Q51 �6.2 i O,7i
ZONE 2
539 SF
TOTAL GPM OF ZONE: 2.83 � . ....... . . ...._:. r .,. ,_ ,... ..,_..._.. . ,. ... .: ......<, .. ,-..:., u... . ....,.. .
IRRIGATION LEGEND
� 1043 CAMINO PABLO - MORAGA, CA
SYM DESCRIPTION PSI GPM REMARKS
e HYDROZONE #/ WATER USE (VL, L, M, or H) - - (VL)-VERY LOW, (L)-LOW, etc.
� RAINBIRD SMART CONTROL SYSTEM CONTROLLER - - W/ WEATHER STATION
� FEBCO 825Y REDUCED PRESSURE ASSEMBLY 30 MAX. - W/ SHUT-OFF VALVES
� SHUT-OFF VALVE 15-30 - BRASS BALL VALVE
� IRRITROL 100 SERIES CONTROL VALVE 1530 5-35 GPM (MAX.) W/ GLOBE VALVE
❑ FILTER! PRESSURE REGULATOR - AS NEEDED PER MFR'S SPECS
� HUNTER INDUSTRIES MP ROTATOR 6" POP-UP 15-30 4 GPM, MAX. (Q)-QUARTER, (H)-HALF, (F)-FULL, etc.
(adjustable MP1000-90 and MP1000-360) (Spray head layout
RAINBIRD XERI-BUBBLER SPIKE 15-30
� PVC SCHEDULE 4D MAINLINE 60-100
- PVC SCHEDULE 40 LATERAL PIPING 30-55
./�.i FLEXIBLE DISTRIBUTION LINE -
= PVC SCHEDULE 40 SLEEVING -
"NOTE: ALL PROPOSED DRIP IRRIGATION fiYDROZONES SH01MJ ON
SHEET LI1.1 WERE DESIGNED TO GROUP PLANTS WITH SIMILAR
HORTICULTURAL NEEDS TOGETHER. EACH HYDROZONE IS BASED
ON THE PLANT MATERIAL PROPOPSED AS WELL AS THE ON-SITE
MICROCLIMATES SURROUNDING THE PLANT MATERIAL.
,
� �� ��� NOTE:
ALl ELECTRICAL WC
� � � 'O'�� "m"a" TOCOMPLYWITH
� O � APPLICABLE CO�ES
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/� Rain Bird ESP-SMTe Series Smart Sprinkler Timer
MODELNUMBER:ESP4SMTe
4 Zone Ouldoor Modular SmaR Controller with weather sensor .
AII models of tha Rain Bird ESP-SMTe controller
are EPA WaterSense approved. � �
Whai is the WaterSense Labal
The U.S. Environmental Protection Agenc.y developed
a WateBense program to make it easier fofconsumers to:
Recognize water saving producls by labeling produds �
that meet water conservation requirements. �
Gain access to new water saving innovations. .
Understand the value of water efficiency.
Reduce sUain on water resources. �
How dces the ESP-SMTe Save Water
The ESP-SMTe integretes technology used by top golf
courses for decades and puts it into a user friendly controller.
On-site rainfall data - The ESPSMTe collects sBe rainfall
amounts and uses this infortnation to re-calculate run times
for each zooe. � �
Historical weather data -The intemal memory of the
ESP-SMTe conlains over 8 years of historical weather
data. This dala, along with the onsite rainfall and
temperature infortnation is used to adjust the watering
schedule on a daily basis.
Reduced water run-off-The ESP-SMTe CyGe and Soak*"'
feature 911ows the controller to adjust zone run times based �
on soil conditions and slope to reduce/eliminate water run-off. �
Rain Bird is a proud EPA WaterSense PaMer.
'NOTE: Expandable up to 22 zones using ESPSM6
Six Zone Eupansion Modules or ESP-SM3 Three Zone Expansion Modules.
shown on Sheet LI1.0
averages 1.36 GPM)
.02 - 22
- SEE PLAN FOR SIZING
- SIZING TBD BY CONTRACTOR
- SIZING TBD BY CONTRACTOR
- UNDER ALL PAVING Y WALLS
SHUTAFF YALVE-
•80TH SIDES
GALVANIZED NIPPL6
ew�ss uwor
'BOTH SIDES
12"MI W
MAINLINE FROM METER� MAINIJNE TO-
� CONTROLVALVES
NOTE:
REDUCE� PRESSURE ASSEMBLY TO BE INSTALLED
PER MFR'S SPECS 8 APPLICABLE CO�ES
N.T.S. B REDUCED PRESSURE ASSEMBLY
fiEBCA 825Y REDUCED
PRESSURE ASSEMBLY
f2iSER PIPE
'COPPER TYPE'K' OR BRASS
N.T.S.
IRRI6ATION NOTES: -
1. THE CONCEPTS ON THE IRRIGATION PLAN ARE SCHEMATIC MINIMUM REQUIREMENTS, THE
FULL EXTENT OF WHICH ARE TO BE DETERMINED BY THE CONTRACTOR. THE CONTRACTOR
SHALL MAKE ADJUSTMENTS AS NECESSARY BASED ON ACTUAL SITE CONDITIONS.
2. ALL DRIP TUBING TO BE TECHLINE CV (17 MM DRIP LINE) BY NETAPHIM, USA AND INSTALLED -
PER TYPICAL DETAILS SHOWN ON THIS SHEET. DRIP TUBING MODEL NUMBER: TLCV4-18025
3. IRRIGATION SYSTEM CONTROLLER MODEL NUMBER: ESP4-SMTe
8 ZONE OUTDOOR MODULAR SMART CONTROLLER WITH WEATHER SENSOR
4. ALL IRRIGATION SYSTEM COMPONENTS SHALL BE INSTALLED PER MANUFACTURER'S
SPECIFICATION. MANUFACTURER'S SPECIFICATIONS SUPERCEDE ANY SPEC'S ON THESE
PLANS.
5. IRRIGATION SYSTEM SHALL USE PRESSURE REGULATORS AS NEEDED TO KEEP ALL
COMPONENTS WITHIN OPTIMAI PSI RANGE, PER MANUFACTURER'S SPECS.
6. CONTROLLER TYPE SHALL BE A SMART CONTROLLER. RAIN SENSOR AND / OR WEATHER
STATION IS REQUIRED.
7. CONTROLLER SHALL BE SET TO WATER DEEPLY AND LESS FREQUENTLY TO ENCOURAGE
DROUGHT RESISTANT ROOT GROWTH. IRRIGATION SCHEDULE TO BE DETERMINED BY
AUDITOR/CONTRACTOR.
8. PIPING BETWEEN THE WATER METER AND A REDUCED PRESSURE ASSEMBLY SHALL BE
BRASS OR COPPER, TYPE'K.'
9. THE BOTTOM OF THE REDUCED PRESSURE ASSEMBLY SHALL BE INSTALLED MIN. 12" ABOVE
SURROUNDING GRADE.
10. A 100 MESHFILTER SHALL BE INSTALLED ON THE MAINLINE BEFORE THE REDUCED
PRESSURE ASSEMBLY.
11. VALVES SHALL BE HOUSED IN WEATEHR-PROOF PLASTIC BOXES, WITH LOCKABLE LIDS
MARKED WATER
12. CONTROL WIRE CONNECTIONS SHALL BE MADE WITH WATERPROOF 1MRE NUTS.
13. MAW SUPPLY LINES & FITTINGS SHALL BE PVC SCHEDULE 40, AS NOTED ON THE PLAN,
BURIED 12" -16" DEEP.
14. LATERAL SUPPLY LINES & FITTINGS SHALL BE PVC SCHEDULE 40, SIZE TO BE DETERMINED
BY CONTRACTOR, BURIED 9" -12" DEEP.
15. FLEXIBLE POLY PIPE TO BE 1/2" - 3/4", DETERMINED BY CONTRACTOR. TUBING LAYOUT TO
BE FOLLOWED AS CLOSELY TO THE PLAN AS POSSIBLE, WITH ONLY FIELD ADJUSTMENTS
PERMITTED DUETO SITE CONDITIONS AS NEEDED.
16. HOSE 81BS SHALL BE MOUNTED ON GALVANZED STEEI RISERS 30" ABOVE FINISHED GRADE.
SECURE TO A#4 STEEL BAR DRIVEN 18" INTO SOUND GROUND.
17. CHECK VALVES SHALL BE INSTALLED ON ALL DOWNHILL DRIPLINES & DISTRIBUTION LINES.
18. IF LOCATION OF A SUPPLY LINE INTERFERES WITH THE DRILLING OF THE PLANT HOLES,
THE PLANT HOLES SHALL BE LOCATED AS TO CLEAR THE SUPPLY LINES.
19. ALL LINES SHALL BE.THOROUGHLY FLUSHED OUT PRIOR TO THE ATTACHMENTS OF VALVES,
SPRINKLERS, EMITTERS & OTHER TERMINAL FITfINGS.
20. THE CONTRACTOR SHALL MAKE FINAL ADJUSTMENTS TO THE IRRIGATION SYSTEM TO
ENSURE PROPER COVERAGE AND PREVENT WATER RUN-OFF AND EXCESS SPRAY.
4 GPM, MAX. (per Overhead Spray Valve Zoner
d Spray Zones 2 8 3 shown on Sheet L11.0 use 2.83
'a e i :
Rrt�.! ht6` :
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Mc ' � i � "n`� � o"a'rw �"� i .
t�' :a xt �a.a nea nsn
��� 35 13' 0.36 Yt OAD � 0.46
r�,.. a� z, o� a.�
: fA . tb' - A�t 2�.8 0.96 O.t3
55 16' Qd� �5.8 0.37 O.A9
..�sw� , v .,. _ _ __ _ > � _
i 25
�, ; 50
35
�
� 50
55
YQ' OA8 29 0.44 060
13' � 0.51 32 OAD 0.[6
1M 0,67 al �A9 8.15
�a° aso as o.s� o.as
t5' 0.67 JB 03& 0.0.7
15' . U!8 . , �0 O.ST O.a3 -
flNMnEefOfUtEerinp � SIIhIPlE�1009.111BA6ER
i t
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0.18PN:4 Ig-.q �5ry.9}s
0.66PN 6 2/'.21 SID'.R
Q96PN .9 l.dl7. 1B
BIAt1C 711M16 tAODB. MIIIIIBOS:
taao'-nc�mro sao��ncvoos
asa=ncvooas �ar=n�wmi
IRRIGATION ZONE FLOW R.4TE
CALCULATION REPORT (TYPICAI
CALCULATION PER ZONE)
Netafim Techline� Calcuiator Output
Zone Name: ZONE 4
SELECTED NETAFIM COMPONENTS
& FACTORS:
Techline� CV Row (lateral) Spacing: 18"
Application Rate (iNFv): 0.3D
Time to Apply 1!4" (minutes): 50
Projed Selections :
Dripper Flow ate: 0.42 G H
Dripper Spacing in Techlina� CV: 18" max.
Techlir� CV Qateral) Spacing: 18" mau..
CALCULATED RESULTS (560 SF):
Techline� CV Part Number. TLCV4•18025
Feet of Techline� CV: 373
50
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� Techflne� CV MULTIPLE TREE RING WYOUT 3 �~��• DRAWN BY:
NOT TO SCALE . ��.- Cty� JPB/6M
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IRRIGATION
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SYM MANUFACTURERlMODEL � � - QTY TRANSFORMER#1(i50�VN
Brand ! Type: FX Luminaire / Pathway Light ��q V. DROP VNRE # LIGHTS
Q Model / Finish (fop Assembly): DMLEDTA-B2 / Bronze Metallic _ 12 � 33
Model / Finish (RiserAssembly): G-3LED-12RA-BZ! Bronze Metaliic
a Brand /Type: FX Wminaire / Uplght . � � O6 �
Motlel I Finish: NP-BLED-LSBZ / Bronze Metallic - .
�= Brantl / Type: FX Luminaire / Wall Light - OS
Model / Finish: LF-1 LED-CU / Copper
� Brand ! Type: FX Luminaire / Uplight . OS �
Motlel / Finish: P63LED-BZ / Bronze Metallic
SYM MANUFACTURER/MODEL� � . QTY
T� 82ntl: FX Luminere 01
Model I Finish: LX-150-M / Paintable Malte Grey
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� � - ��, jj:'��-/ j/. j/ j� t/ </�/�,//.� - . . OBl2018
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¢ Wm o qc Airconditioning es EwsfingStoop PA PlantingArea LIGHTING
� N= f p � AP ac Powe� aoX EV 6dsying Valves PB Power eox PLAN
S33'53'03°E 54.45' cs crawispace FB Fuseaox Pc PIaMCut,out
DN Down � � FH Fire Hydram PE Pool Equipment
__�_ __ 13.24' W W --� -- ve r SCALE: 1/8.,r-o•
DO Doo� Opener GM Gas Meter PL Pro M1 Line
—�_ __ �� � DS Down Spout GS Gas Shut-off SA SewerAccess
_ � � SHEET NUMBER:
18' 49"E � , � 0 5 10 20 c� �S���e r+e Hose Bibb SL sem� ���
g40' � ¢ _ _ — — _
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o. W � � . . � . . _ _ _ . _ _ _ . __ EO Elecuic Outlet - . LT- Light UP UNlity Pole- - L L 1 � O -
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DIAMETER (E) PINE TREE
JT ARBORIST R�
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PLANT LIST RE�,��Zo�� _
133 CRESCENT AVENUE - BURLINGAME, CA
SYM SCIENTIFIC NAME COMMON NAME QUAIVTITY SIZE GROWTH WUCOLS
(T) TREES
AU Arbutus unedo Strawberry Tree 8 24" Box SLOW L
PC Prunus caroliniana (Standard) Carolina Laurel Cherry (Tree-form) 4 24" Box MOD. L
SS F�cisting Sequoia sempervirens F�cisting Coast Redwood 1 On-Site MOD. H
(S) SHRUBS
CJ Camellia japonica'Lily Pons' 'Lily Pons' Camellia 7 15 GAL MOD. M
W Laurus nobilis'Saratoga' 'Saratoga' Bay Laurel (Shrub Form) 16 15 GAL SLOW L
MC Myrtus communls'Compacta' 'Compacta' Dwarf Myrtle 11 5 GAL MOD. L
PI Pittosporum 'Golf Ball' 'Golf Ball' Kohuha 6 5 GAL MOD. M
(P) PERENNIALS
DI Oietes vegeta Fortnight Lily 9 5 GAL MOD. L
LM Lantana montevidensis'White' Trailing Lantana 12 1 GAL FAST L
NF Nepeta faasseni Caimint 36 1 GAL FAST L
PG Penstemon gloxinoides'Firebird' 'Firebird' Garden Penstemon $ 1 GAL FAST M
(Og) ORNAMENTALGRASSES
LL Lomandra long'rfolia'Breeze' 'B�eeze' Dwarf Maf Rush ` 7 5 GAL MOD. L
M VINES
RC Rosa'Cecile Brunner' 'Cecil Brunner' �ne Rose 9 5 GAL MOD. L
TJ Trechelospermum Jasminoides Star Jasmine 6 5 GAL MOD. M
TOTAL 140 L& VL TOTAL 122
122J 140 = 87.1%
WATER EFFICIENCY IN LANDSCAPWG CALCULATION SUMMARY
SQUARE FEET °h OF LANDSCAPE AREA % ACLOWED
TURF IRRIGATED AREA 929 23.1% 25% MAX.
NON-TURF IRRIGATED AREA* 3097 76.5%
SPECIAL LANDSCAPE AREA 0 0°k
WATER FEATURE(S) AREA 0 -0% 10% MAX.
TOTAL LANDSCAPE AREA 4026 100,0°/a —
SAVE 40" DIAMETER
(E) REDWOOD TREE
PER CURRENT
ARBORIST REPORT
' 11J I V OG IRRIVf11 GV
USING NETAFIM-BRAND IN-LINE DRIP HOSES
PLANTING NOTES:
1. LANDSCAPE CONTRACTOR SHALL VERIFY PLANT AND SOD
QUANTITIES PRIOR TO SUBMITTING BID FOR WORK.
2. ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST
STANDARDS OF NURSERY STOCK, PUBLISHED BY THE AMERICAN
NURSERY AND LANDSCAPE ASSOCIATION.
3. PLANT MATERIAL CANNOT BE GUARANTEED AS DEER RESISTANT
DUE TO THE CHANGINC7 HABITS OF DEER.
4. ALL PLANTING AREAS SHALL BE COVERED WITH A LAYER OF BARK
MULCH TO A MINIMUM DEPTH OF (3) INCHES, WITH A CHIP SIZE OF NO
LESS THAN (1) INCH. A 2-INCH LAYER OF GREENWASTE MULCH
UNDER THE BARK,MULCH IS RECOMMENDED.
5. 4 YARDS OF COMPOST MUST BE INCORPORATED PER 1000 SF OF
PERMEABLE AREA.
6. SADDITIONAL OIL AMENDMENTS SHALL BE USED AS NECESSARY.
SOIL AMENDMENT SHALL BE FREE OF DEBRIS. ROCKS LAROER THAN
1-INCH DIAMETER SHALL NOT BE PERMITTED. SOIL AMENDMENTS
ARE NOT PERMITTED IN TYPICAL NATIVE PLANT LANDSCAPE AREAS.
7. PLANTING HOLES SHALL GENERALLY BE 2x - 3x THE SIZE OF THE
ROOT BALL. THE WALLS AND THE BASES OF THE PLANT HOLES SHALL
BE SCARIFIED. HOLES SHALL BE BACKFILLED WITH 5°h ORGANIC
COMPOST AND 95% EXISTING SOIL. PLANTING HOLES OF NATIVE
PLANT MATERIAL SHOULD BE INOCULATED 1MTH MYCORRHIZAE
FUNGI, PER MANUFACTURER'S SPECS.
B. TREES SHALL BE STAKED VNTH (2) PRESSURE-TREATED 2-INCH
DIAMETER POLES. TREE TRUNK SHALL BE SECURED VNTH TWO
RUBBER TIES OR STRAPS FORMING A FIGURE-EIGHT BETWEEN
TRUNK AND STAKE.
9. RESIDUAL WEED PRE-EMERGENT SHALL BE APPLIED BY THE
CONTRACTOR AS NECESSARY. APPLICATION SHALL BE ACCORDING
TO MANUFACTURER'S INSTRUCTIONS.
10. LAWfV SHALL NOT BE INSTAILED ON SLOPES GREATER FHAN 25%.
ALL TURF AREAS SHALL BE FERTILIZED AT TIME OF INSTALLATION.
PROJECT'S TOTAL SOD AREA = 929 sf
PROJECT'S TOTAL LANDSCAPE AREA = 4026 sf G E N E RAL N OTE S.
`929 sf / 4026 sf = 23.1 %
(PERCENT OF FINAL LANDSCAPE AREA 1. CONTRACTOR SHALL OBTAIN ALL PERMIT$ NECESSARY TO
TO BE HIGH WATER USE SOD LAWN AREA) COMPLETE PROPOSED WORK PER CITY OF BURLINGAME
REQUIREMENTS.
2. CONTRACTOR SHALL VERIFY ON SITE ALL GRADES, PROPERTY
LINES, EASEMENTS, SETBACKS, UTILITIES, SITE IMPROVEMENTS,
WATERPROOFING AND UNDERGROUND PIPING BEFORE
CONSTRUCTION BEGINS. THE PROJECT LANDSCAPE DESIGNER
ASSUMES NO LIABILITY FOR DISCREPANCIES BETWEEN THE PLANS
AND ACTUAL FIELD CONDITIONS. ALL DISCREPANCIES OR,
PROBLEMATIC SITE CONDITIONS SHALL BE BROUGHT TO THE
ATTENTION OF THE PROJECT LANDSCAPE DESIGNER.
3. WORK WITHIN THE RIGHT OF WAY IS SUBJECT TO INSPECTION
AND APPROVAL BY THE CITY OF BURLINGAME. CONTRACTOR SHALL
OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF
BURLINGAME PUBLIC WORKS DEPARTMENT PRIOR TO WORK WITHIN
THE RIGHT OF WAY. THIS WORK MAY INCLUDE LANDSCAPWG IN THE
RIGHT OF WAY, NEW CURB DRAINS AND PARKING STRIP.
4. FINISHED GRADES SHALL PROVIDE POSITIVE DRAINAGE AWAY
FROM STRUCTURES AND SHALL BE PROPERLY INSTALLED TO
PREVENT ANY STANDING WATER. ALL HARDSCAPE SHALL HAVE A
MINIMUM GRADE OF 2°k UNLESS NOTED OTHERWISE. JUTE MESH
EROSION CONTROL NETTING SHALL BE USED ON ALL 3:1 OR
GREATER SLOPES AND STAKED APPROPRIATELY.
5. CONTRACTOR SHALL PROVIDE PROTECTION FOR EXISTING TREES
BY INSTALLING TEMPORARY FENCING AROUND THE TREES AS
CLOSE AS POSStBLE TO THE DRIPLINE. IN THE EVENT THAT TREE
ROOTS OVER 6" ARE DISCOVERED, THE LANDSCAPE DESIGNER
SHOULD BE CONTACTED.
6. CONTRACTOR SHALL REFER TO ARCHITECTURAL, CIVIL AND
OTHER ENGINEERING DRAWINGS / DOCUMENTS IN RELEVANT
AREAS.
7. THE LANDSCAPE DESIGNER MAY MAKE SITE OBSERVATIONS
DURWG CONTRUCTION BUT SHALL NTO BE UTILIZED TO SUPERVISE
CONSTRUCTION ON SITE.
8. TH(S PLAN lS NOT A SURVEY OR CONSTRUCTION DOCUMENT. IT
IS CONCEPTUAL lN NATURE AND SHOULD BE USED FOR PLANNING
PURPOSES ONLY.
LEGEND
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PR0.IECT DATE:
11k018
DRAWN BY:
JPB/BM
SHEET NAME:
AC AirContlitioning � ES F�dstin9Sloop PA PlantingArea PLANTING
AP /UC Power Box EV E�ds[ing Valves PB Power Box P�N
CS Crewl Space . FB Fuse Box PC Plant CuFout -
DN Down FH Flre Hytlrarrt PE Pool Equipment
� DO Door Opener GM � Gas Meter . PL Property Line SCALE: ' tl8" = 1'-0"
DS Down Spout GS Gas Shut-off SA Sewer Access
.-!,� Epsting � HB Hose Bibb SL Service Line � SHEET NUMBER:�
EM Electric Meter IB Intereom Box TA Telephone Access _■ ��■ O
—EO -Eleciric Outlet --- LT --Light — — UP- Utili[yPole � L
EP Existing Pipe MB Mail Box VVM Water Meier
_ . . _ . . . - - �- —SHEETS ..
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�OUND�TION PL�N
� SGAI..Ee I/4" _ ��—O•
� -`.� STRUG7URAl SPEGIFIGATIDNS ON SF�ET 5-5 FOR �
. . R1R'MER REQUIREMENTS. � .
. - FOR WA7ERPROOFIN6, AND DRAINAGE REQUIREMEN75,
. 5� ARGHITEG7URAL AND/OR GIVIL DRAWIN6G5, THE�.,iE
REGNIIREMENTS HAVE NOT H�N ADDRES',�ED ON Tfg
� SlRUG7VRAL �RAWIN�.
� - PIERS SI�AI�_ BE DRILLED UF87ER hE OBSERVATION OF
. F.EDFOREN51G5. ING.. PIERS SW�_ 9E I6' IN �
� DIAMEfER AND REIhFORGED WITH (47 55 BARS ALOrY+ ENTIRE
' DEPfH OF PIER5 AFID �3 TIES AT�B' O.G. PIERS
� - SHALL BE EX'fENDED AS IPIDIGATED ON 74iE DRAWIN65, HUT AS A
, - MINIMIM 5W�LL PE�TRF�TE 12' iNTO APPROVEL SOILS. PIER DEPTHS
�ND�GA'TED ARE SUB-�GT TO MOnIFIGA710N BY THE 6E07EGHNIGAL
EN61F1EER BH5� ON.SUBSURFAGE GONDITIOt15 ENGOUN7ERED DURIN6 �.
DRILLIN6. GONTRAGTOR 5MA41 IMMEDIH7ELY NOTIFY THE EN61N�2
� OF ANY GONDITIONS ENGOUN'fERED DURIN6 7HE DRILLIN6 OPERATION
THE SOILS ENG[NEER SHAL� BE RETAINEO TO PkOVIDE � TNAT PREVENT CqNPORMANGE WI7H iHESE PLANS AND SPEGIFIGA770N5
OBSERVATION AND TESTING SERVICES OURWG THE GRADING � �`.�'�N-1 PROG� W�TM DRILLIN6 ONLY UPON REGEIYIN6
AND FOUNDATION. PHASES OF CONSTRUCTION PER SOILS REPORi �N-+`T�T��` � T� �IF�R. SINGE TF� AIERS ARE QJD BEARIN6
RECOMMENDAT[ONS. �SUBMR MSPECTION ANO TESTING REPORTS 7YPE, �T IS REQUIRED'THAT 7HE +IOLES 9E Y�LI. GLEA�D AND T}�
Y 1
TO THE W[LDING DEPARTMENT PRIOR TO FlNAL �77Ta"1 TAMPED 74iOROU6FILY.
- SOIL5 EN61NffR SHALL VERIFY IN ME21TIN6 TO THE HUILDIN6 OFFIGAL
. � THhT TI$ DRAWINF� GOMPLY YUhI TFg REQUIREF�MS OF hE SOILS
RB�ORT, AND THAT THE BUILDIN6 PA� WA5 Pft�ARFD IN f+GGORDANGE
WITH 7k� SOILS REPORT, AFlD THE UTILITY TR6JGFff5 BEEN PROP�RLY
BAGKFILLED. AI.L 501L5 517E WORK SHALL HE DOl� UNDER THE DIREGT
OBSERVATION OF THE SOILS EN61N�R. �
� � - THE FINISH EXG.4VATIONS FOR FOUNDATIONS SHALL BE GLEAN AI� 7RUE
. � TO THE Llt� WITH ALL LOOSE MATERIAL REMOVED. EXGAVATIONS SHALL
BE KEPT FREE OF STANDiN6 WAiER ANO SHALL BE GHEGKED.AND
� . Af'PROVEO IN WRITIN6 �6Y 'ME SOILS EN6iNffR �Q@ TO
. PLAGEMENT OF ANY GONGftElE. � � . �
� - PIER SHALL � POURED A5 500N A5 15 PRALTIGAL AFTER DRILLIN6,
� DUE TO PRESENGE OF SHALLOW 6ROUMJ WATER, T}� Pl�a MAY
BE IgED TO GA.�ED OR DRILLEp YO7H A STABILIZATION PWID APPROVm
. BY THE SOIL5.EN61N�R, TO PREVEhtT GAVIN6 OF it� EXGAVATIOtL. �
IN hDDITION, GONGREfE FOR 71-� PIERS SHOULD BE PLAGED Tt� SAME
� � PIERS ,4RE DRILLED. IF GAVIN6 GONDITIONS OGGUR, SGHEWLIN6
. SEVERAL POURS EAGFf DAY OF DRILLIN6 MAY BE REd11RED. TV� iREMIE
� METHOD SHOULD BE USED TO PLAGE GONGRETE IF 6ROVND WAiER IS
. � ENGOUN'fERED DURIN6 OR FOLLOWIN6 DRILLIN6.
- 6ARA6E SLAB SHALL 9E AT LEAST 4' 7HIGK, AND REI�ORGED WITH u4 BARS .
AT 12" O.G.HO1N WAYS AT MID 1�16Hi. SLAB SHOULD BE SUPPORTED ON A
� MINIMUM OF 4° OF BASEROGK. IF A MOISM2E BARRIER 15 DESIRED, A . ��
V15qUF�N SFEET GAN BE PLAGED OVER TV� ROGK, PLAGE AN INGH OF M015T �
� SP.t� OVER VISOUEEN. 'ME SOIL UNDet THE ROGK M15T BE GOMPAG'ffD 70 QO% - R20VIDE MINIM/M NAILJN6 IN AGGORDANGE WITH NAILIN6 .
RELATIVE CAMPAGTION. DO NO'f DObEL T4� 6Pd2A6E SLAB IN70 6RADE BEAMS � SG�EDULE ON Sf�T 5-5, UNLE55 O7HB2WISE GALLED FOR ON
� PROVI AN I TION INT AS l�Al ON DETAI 5. T}� PLAN. �
- FJ1 6RApE B64M5 SHALL 6E B' WIDE X 24' i7i1GK YU (2) #5 BAaS AT TOP AND �IND�GA7E5 SHFAR WALL, 5� SFI�T 5-5. ONLY WALLS
( 1 BA S AT BOTTOM WITH 5TI � AT 10' O. . 1 N.O. '' pETA1L . QUAL�FYIN6 A5 STRIK.TIA2AL SF�AR WAL15 ARE SVIOI'N, �
24/S< FOR 6RADE BEAM DETAIL, 5� DETAIL 23/r4 FOR 2EI�ORGEMENT PLYY�CNJD TO MATGH THIGKFg55 OF THE SHEAR WALL5
Sf'LIGE REr1UIRETgNTS. FOR PIPE PE�TR/1TION INTO TiE 6RADE BEAMS WILL BE REl,7UIRED TO P.LLOW FOR EITFIER �BAGKIN6 �
REFFR TO DETAIL 22/5-4. PROVIpE 5/8'A� X 12' LON6 ANGHOR EOLT5 AT FOR FINISH MATERIAL OR AS SHIM TO GREA7E SAF�
48' O.G., UND. USE SIMPSON 'SB" BOLTS FOR INSTALLATION OF ALL - T+iIGKF�55 E�ORE A FINI5HIN6 MATERIAL 15 APPLIED.
HOLDOYW ANGHORfi. U5E 'GN" GOUPLER 48Jf5 WITH TFN2EADFD ROD�' FOR �
EX7ENDIN6 ANGHOR BOLTS, Ntl�N REGIIRED. " H2 INDIGA7E5 HW2 ON 4X P05T5 !oR FID3B AN 4X P05T5) -
. AT END OF Fv SF�AR WAL�. U5E "GN' CAUPLER NUP5 W4TH�
- USE TRU� J015T5 AS INDIGATED ON THE DRAW1N65. IN57ALL BL KIN6� . TNREAD� RODS FOR EXTENDIN6 ANGHOR BOL75,1�'N REQUIRHJ.
AND/OR BRIG51N6 A5 REGOMF�NDED BY TF� TRJ� JO�ST CAMPANY.
-OINDIGATES HW4 ON 4X POSTS (OR HDSB ON 4X P05T5)
- JOISTS HAl16ER5 SHALL BE 51MPSON 'IU5° SERIg AND IN5TALL� AS PER - AT END OF A SFiEAR NWLL. U5E 'GN' LOUPLER NUTS WTH �
MAWIFAG7URB25 SPEGIFIGATONS, UNA. ON PLAtS. � �NREADED RODS FOR E%7BiDING ANC'.HOR BOLTS, WHHJ REG911R�.
- USE 3/4' APA R47ID T! 6 FLOOR 5l�A7HIN6 WITH IOd NAILS AT 6' O.L. -OINDIGATES HDUS �ON 4X POST5 (OR HDIB ON 4X P05T5) � .
�6E5 RtU7 10'.O.G. Fl�D. (BLOGKIN6 IS NOT REGUIRED). 6LUE FIRST � A7 B�lD OF A SF�AR YJALL. USE 'GN' GOU'LH2 NJfS WITH
WIiH MININBIM PLYWOOD SHffT DIt�NSION OF 24°, UNLC55 ALL ED6E5 OF 7NREADED RODS FOR E%TENDIN6 ANGHOR BOLTS, YWEN RECd11RED.
� 'fFE IMDER512ED �T5 ARE SUPPORTED BY �RAMIN6 N�M8ER5 OR 2X4 -
FIAT BLOGKIN6.PLYWOOD SHALL SEINSTALLED WITN 7NE LON6 DIMENSION -OINDIGATES HDQB ON 4X P05T5 (OR HD9B ON 4x P0575)
PERPEFd>IGUt,4R TO iHE ,1015T, WITH STA66ERED END JOINTS AND Wlhf A7 END OF A SHEAR WRLL. USE "GN' GOU'LER NUfS WITH
1/H' SPAGIN6 IN BETN�EN P,4NEL5, UNLE55 OTHERWISE INDIGAI'ED THREADm RODS FOR EX7ENDIN6 ANGNOR BOLTS, WHEN REGTIIRED. �
. BY THE MAMIFAGNRER.
- � - HII INDIGATES HDUII ON 4X6 P05T5 fOR HDI2 ON 4XB P05T5)
- PROVIDE SOLID BLAGKIN6 UNDER DWBI�'fRIMI-�RS AND P05T5 IN � � AT END OF A SFiEAR WALI_. U5E °GN" GOUPLER NUTS WIY+I �
BEil�i ROOR SPAGE. PROVIDE POSTS TO MATGH iHOSE GALLED � � THREADEb RODS FOR EXTENDIN6 ANGHOR BOLTS, YBfEN REWUIRED.
FOR RT T}g UPPB2 FLOORa, AND CANTIfd1E TO T#g Fq1NDAT10N.
HOLDOYJNS GALLED FOR ON l7� IA�ER FL0025 SHALL BE MATGI�D - HI4 INDIGATES HDUI4 ON 4X8 POSTS (OR HD12 ON.4X8 P05T5) .
AT TF� LAl$R FLOOR .4ND TO BE GONTIhk1ED TO FOUNDATION, AT END OF A SHFAR WALl.. USE 'GN' GOUPLER MfT5 WITH
UNA. ON PLANS. - THR6IDED RODS FOR EXTENDIN6 ANGHOR BOLTS, WHBJ REGUIRED.
- U5E 27C STAS AT Ib' OL. FOR WALL FRAMIN6, Sff DEiAIL - SEE ARGHIiEGlURAL DRAWIN65 FOR £XAGT 512E5 AND LOGRTIONS
� 1/53 FOR ALLOWABLE NOTGN A!ID HOLE SIZES IN SiUDS. SEE pF ppENIN65 IN WALIS Atm PLOOR, Tig GONiRAGTOR SHALL �
DETAIL 2/53 FOth ttPIGAL WALL FRAMIN6. ALL DOLBLE SNDS GOORDINATE Wihi ALL iRADES FOR 7HEIR SPEGIFIG REY,MIIREMENTS
SHALL BE JOIIgD WITH IbdS AT b' O.G. PRIOR TO ANY FRAMIN6.
- U5E TWY�S .b15T5 AS INDIGATED ON THE DRAWIN65. INSTALL � - pO NO7 SGALE THESE DRAWIN65 FOR DIMEN510N5, REFE2 TO TF�
BLOGKIN6 AND/OR BRID61N6 AS REGOMMENDED BY T+� TRU55 - ARGHITEGTURAL DRAWIN65 FOR ALL DIF�NSIONS. �
.IOIST GOMPANY.: PARALLAMS SNALL 8E� R4TED AS 2.2E, AL.� . . '
� MIGROLLAMS SHALL BE 2AE.�ALL 6EAM'' S-1/4• AND NllDER � - CqNTRAGTOR SHALL PROVIDE ALL NEGE56ARY AND REG711R� SHOWN6
SHALL1iPVEWLL BEARIN6 0N 1HE TOP_eLATES-BY_F�cTENDING -- --� AND SHhLL VERIFY ALL-GONDFT-IONS-IN THE FIELD AND REPOR7-RNY
7}�M TO TNE OUT5IDE FAGE OF 9TJD5. DISGREPANGIES TO THE EN6INEER PRIOR TO PERFORMIN6 ANY W012K
IN T}¢ AFFEGTED AREAS.
DQT30NLIC.NO.CB7'HBS�D�.819N19�RESPONSIBLEONLYFORTHEPORilON30FT}IEBTRUCIURECOVHiEDBY7F�ATfACN�CALWLA710N3 -..- -..._.
8��5 � Q�'J�F1�':
60VE�IUN9 6008 2016 GALIPOWtlA 81ALDM9 GODE fGBGJ
gpq. GRflERIIu ALLOWP�BLE SKIN FRIL710N (PIERS) = 500 pef
DF�18N LpI�D''� RDOF DEAD LOAD = 21 psF �
ROOF LIVE LAAD = Ibp.sf
� �ODR DEAD LOAD = Ib psF
FLODR LIVE LOAD = 40 psf �
Y7lO DE518N GRITBi7M E7�OSURE B. BASIG WII� SF'ffD = 11011ph
IH = IA
qBSMiG R= 65, 55 = 2.123, 51 = 1.008
SITE GL455 D 5ds = 1.416, 5dl = IAOQ, I= IA, p= 13 �
SEISMIG DF5�6N GA1E60RY E
i.
REVISION
, �uzone
�
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���,mP`PN F �Or�02 �yGY+
�No. C 67963 �
� Ezp. 6/30/19 '�
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_ _ _ - - -- - - — - —
- _ _ .. . ARRAN061QIi8DEPICTEDHEREINARETHESOLEPROPERTYOFBRUWD0180NCON8ULTINOENQINEERANDMAYNOTBER�RODUCFDBJANYFOWAWRHOVI'1T8VVR(I7ENPFRAAIBSION __ _� . _ �_
1
_ _ _ _ REVISION BY
� ,�,, ivsona e�
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a•-o• niwV � � ---------�-- ----� I �n+= �
� 4XI2 � �� ����'�" �N) -�-- L 2-POINT� B IN6 �' _' '� ON 51$ET 5-I FOR At7DITIONAL NOTES NOT I � I I 12' DEH� PIER,
I6'm PIER X
, ,
� I I �I r-�05�ES�r tr�ks . nP.� .
� st ---------- — �
� y� ADDRL'5�3� t�te.
Ip � . -_ I . I I p �_ � ' m � . - 5EE STRUCNRAL SPEGIFIGATIONS ON SHEET 5-5 FOR WRTHB2 . _ _ � _ _ � 1 .. �
m � � `^ � . � REQI,�RE�MS. � � -- � -- -- � --
I 1 3 I �p� iRIMR.
- FOR WATERPROOFIN6, AND DRAINA6E REGNIIREMENTS, SEE
�- � I� i� i . � 4XI2 , � . ARGHIT6G7U?M_ AND/OR GIVIL �RAWIN65, 7F�.aE REd11RE1--�JJTS � i i
� i REI T
i
� > I � HAVE NOT BEEN ADDRESSED ON � SfRUGNRAL DRAWIN65. ALL �
. __ i 2-POI BEARIN6 �j . I- I �� I �ROOF AREAS SHALL HAVE 6UT'f� �}fAT ARE DRAINED l�ELL AWAY - .
� .� � �------- -r-----_ � FROM TFE STRUG'NRE WI7H ONLY ShtOOTH AND SOLID
� � Y i'�iESU�-�� � �. . 'p I � . �. NON-PERFORATED AB�' OR PVG PIPES. .
_ �
. 4'-(1'O@YJ6MN� I � �� ____ -____ - � 1 . . �
_ - __ _ _ _ �
5 ' ___ I . �I ' I . �-' � � � . DRAWIN65�OFTTMFiE �AGNRER.ROOFIN6Y��SHALLNOT . � . .
� I r ---------�--- � I m . . .
� � . � I I �� j ExG� ¢;� IB5 P� �CO SGtlIArzE Fffr. . . � - ..
� I � � I I � I
� I 1 I 4a - USE 1/2" APA RA7FD ROOF SHEATHIN6 NERIFY THE 7HIGKNE55 I
� � � � i I - WITIf 7}� ROOFIN6 MAN1Fl�LT1RER) Wlt}i IOd NAILS AT b° OL. I �
- I I I� ' � Eb6E5 ANO 12° O,G. FIELD (BLOGKIN6 IS NOT REQUIR�). WI'fH �
. � � � 7yp. �. I � : �� I � MINIMJM� PLYNbpD SH�T DIMEN510N OF 24': UNLE55 ALL ED6Er � 4' SLAB W/ u4 BARS a 12" O.G.� .�
- � . � � � � � I (��7}{= 'OF hE UmER51ZED St�TS ARE SUPPORTEU BY fRAMIN6 F�MBERS � � .
I � �� I I I � I � � 2 6'-0` MINJ ��4 FLAT SLOGKIN6. PLYWOOD SHALL BE INSTP�LLED WIT+i TliE -- '— �TH V1AY5 AT MID HEI6FtT
� � I � � r PROVIDE CqHT120L �OINTS e —' ` --
� I I I �� � L�tJ� DIMENSION PERPP�DICAILAR TO 7HE JOIST, WYfH STA66PiED � 10' O.G. MAX. BOTH DIREGTIONS � �
� I EWi JOIN75 AM7 WIhF V8' SPAGIN6 IN BE7WEEN PAt�S, +
EW
� � � I i ( i UNLE55 OTHERWISE INDIGA7ED BY 7HE MAWFAGNRER. I , I
�rj I . i I � I I � I I 4e - USE ZX S�T1D5 AT Ib° O.G. FOR WALL FRAMIN6 5� DETAIL . .
� I . � I/53 FOR ALLOWABLE NOTGt AND HOLE SIZES
4-0 M N� � ' ___ � , I 7� IN 5ND5. 5� DETAIL �F"i�3 FOR TYPIGAL WALL F2hMIN6. �
� - -----I----- � 5 I 5 I �-------�----- '"s - �
ALL DOUBLE STUDS SWiLL BE JpINED WITH 16Q NAILS R7
e^ o.c.
� , , � , �
�
- i 6XH 6x8 ��6XB . bX8 � bX8 -� PROVIDE MINIMUM� NAILIN6 IN AGGORDANGE WITH NAILIN6 � �. .
. _"'_" _'_ '__ . �_ __" ' _ _ _ ' . ___ _' ____"_ 4B SGFiEDULE ON SFI�'f 5-3 UNLEY OTtgRW15E GALLED FOR ON �
I _ _ I'__ ' . THE PLAN. I I I .
. � DBL.'fRIMR. � � DBL.7f21MR. �
�ir+vicn�r[s srg✓.R wnu_, 5� s�r s-s. or�r wAu.s 33 �
GtVALIFYIN6 AS STRUG7URN_ SF�AR YbnLLS ARE SFbYAI�
. PLYYJOOD TO MATGH THIGKN[5$ pF'fHE SHEqR Wqi.lg �'
� '�e 3 '78 ae 3 4e 4b 3 4a . � WILL 6E REGNIRED TO ALLOW POR EI1}�R HAGKItY � �' —_ _— /
- 3 FOR FINISH MA7ERIAL OR A5 SHIM TO LREATE SAM� i
(i.�+sn+ _ (i.Er+sn+ _ (�n+ �
� - 5'-O' MIN� 3'-0' MINJ 3'-O' MIN) - S,L� �M N� � T�'��GKI�55 BEFORE A FINISHIN6 MATER�AL 15 APPLIED. (� 2 � �7 (�
. . � . � -�ItmIGATES MST3l SlR4P ON 4X P05T5-AT BJD OF 8 � . . .
. . . A SHEAR WALL, FpR GpNNEGTION IN BElYIEEN PLOORS MIN. MIM -
� � � . � Sff DETAIL 35/5-4. � . . �
- � . - -� INDIGA7E5 M5T-48 STRAP ON 4X P05T5 AT END OF , � .
%� `�FEAR MU�I.L, FOR LONI�G710N IN BETY�N FLODRS
� �A�� �,�4. G�i�.�4C E �OUND�TI ON PL�N
%00� �R�MI NC i�L�N -�AD9FEAR WALL, FOR GONNEGTION N�BEfY�EN�FLOORS
� SEE DETAIL 35/5-4. rJ' CiAtLE: V4u - ��"0�
SGALE: i/4" = I'-0"
. � � -� INDIGATES MSTG48-63.5TW�P'ON 4X PO5T5 AT END OF �
� . . A SFEAR WP�LL, FOR GONNEGTION IN BE7Y�N FLOORS � - �
� � `.� DETAIL 36/5-4. .
� � � -� INDIGA7L5 M5TG66-63 S1RAP ON 4X P05T5 AT @!D OF � . -
. . � A SHEAR WN_i_, FOR GOry�G710N IN BE7Y�N PL0025 -
- SEE DETAIL 36/5-4. �
� � . I . . . ' SEF ARGHI7EGti1RAL DRAWIN65 FOR ExAGT 51ZE5 AND LOGRTIONS � .
. � . . . OF OPENIN65 IN WALLS AND ROOR 71iE GONTRAGTOR SHALI. . .
. . � ' . � GOORDINATE WI7H AI,.1. 1'RHpE� ppR 7{gIR SPEGFIG REQUIRET�tffS
� . � � � PRIOR TO ANY FRM11N6. . . .
PRE-FAHRIGATED TRU55E5 - vo Nor sc.v� Trs� vrznwirrf r-ax �ir�usiors. � ro ng
� ' SUBMIT li� TRUS$ p(.qN qF� 711� 7RU55 . . ARGHITEG7URqL DRAYllN65 FOR ALL DIMEN�ilONS. �
GALGULATIONS TO TF� EN61NffR OF � �
� . REGORD AND 7HE BUILDIN6 DEPAR7MENi . . - pGONTRAGTOVFftI �INDI ONS I�N THE�ELD AM1$1 REPI ORT A�RIN6 �
POR APPROVAL PRIOR TO FAHRILATIDN. � � � � � � �
'TNE TRUS� PLAN9 `,�HALL 8E 4�T 516FB� � DISGREPANGIES TO Tl$ EN61N�2 PRIOR TO PERFORMIN6 ANY WDRK � . �
. � AND 1^ET STAMPED BY THE 7W1�',f' pC�16N � IN AFFEG7B7 AI � .
Bi51NEER . - NEW RODF AND FLOOR'fRUS5E5 ARE TO BE DEFERR� � .
� . � AND� SUBMITfAL DOGUFENf5 FOR D9$2RFD SUBMITfAL 178�Y �
� . . . SHALL 8E SUBMITTEp TO T4lE Al2GHITEGT OF2 EN6INEER � � �
oF r�corz� wao sNnu �view ,r�+ r.rm eoww4Ro
n�rt To n� ew�vtt�s o�un� wiTM n rioranoN
ir�icarir+e nwr � � 5uet�irr,�
� . � DOGUh�J75. HAVE BEEN REVIE4�D AND hiAT 7'F�Y HAVE B�N � .
_ � � . POIMD TO BE IN 6B�RAL GONFORMANGE WIiH i}� DE516N - � �
oF n� emwit�. � DEFewxEu 5uehnrrnL i�ha5 SHn��
riar ee nvsratir� uanL n�iR �rsi� anro
. � � SUBMITfAL DOC.UMENTS HAVE B�t� APPROVED BY TiE �
euunir� or�iu,a�
BRUNDOTSON�LIC.NO.C6�9B3fJQ+.&9W19,-RE8PON9�LEOPd:YFORTIEPORf10NSOFT}�37RUCflRiECOVFJtEQBYTt�ATfACHmCN.CUU7pN3 - � —
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---. . _. . . _. _ _.. ... . _. . _ . __. _. REV140N
_ --
- _ _ _ a�
� ,f�, IV�O/18
- DBL SlUDS � - �
SHEAR WALL 16d NAILS � -
(5EE PLAt� 5� PLAN ROOF iRU�5E5 GRIGKET, S.P.A � . ROOF SHEATHING W/ � NOTES: �.
FOR SPAGIN6 5-� �,.�A�� iSEE PLAW � EDGE NAILING � BLKG.
I-3/4" MLM W/ �� P�w � - I� THE 80RED HOLE DIAMETER
A35 @ ib" O.G. PLYWOOD � EXGEEDS 40% OF�THE STUD WIDTH y
(SEE PLAW . 5/b" D
� E.N. � DOUBLE UP THE 51UD5, PROVIDED 13
��R �� S.A.D. FOR MIN T
SHEAR WALL EAVE DETAIL ��THAT THE HOLE DIAMETER IS LE55
THAN 60% OF THE 5'ND WIDTH �
(SEE PLANJ � (SEE PLAW � E.N. RND NOT MORE THRN TWO SUGH
� � �/ NOTE: .N "'" `.�UGGE551VE DOUBL£ 57UD5 ARE
� v�. MIN
END S�l1D WITH � � �� 50 BORED.
i2) ROWS OF GUT TFIE PLYI^IOOD - - - - - - - - - - - - O� . �
� E.N. Ibd'S AT 4" O�� �.� �� TOP . £.N. STUD - BORtD }IOLES SHALL NOT BE
� WIDTN LOGATED AT THE SAME 5EGTION
O.G. THROUGH �� O OF STUD AS A G1T OR NOTGH.
TJI BLK6 � 48" O, . ��5 -1015T5 PLYWOOD SHEAR LAP55 WALLS TO PRE'�A�BR�G�
(5EE PLAW � SIZE D (IW . E (IW
FIRST BAYS ONLY �`� �-Aw ��L T12USSE5 (SEE PLA . _
. W/ "U" HAN6ER5 E - �
� � � 2X BLK6 EAGH E � . SHEAR WALL 2X4 1-3/8" V8"
- SFiEAR WALL - SN� � � � OF BEAM W/ ( Ibd �`� �AW . .2X BLK6. W/ (I) 2X6 2-3/I6" I-3/8" �
(SEE ALAW � (SEE P PLf�N yp,ILS PER OGK (SEE PLAN) � � A35 PER BLOGK .
I '
I� SHEI�cR TR�cNS��R N� GR055 W�LLS D�T� I L 5 �fi`J�M I NG DET� I L � �J �AR TRA�NSF�R �T�IL �-5 I � N LOBP.D�BEA�R NC� 5TUD5 �5 ,�5
� . ROOF SHEAT++ING � � � � � . � 2-2X TOP PLRTES � A34 AT OPENIN65
� �� (5EE PLAN) GALIFORNIA FRAMED ROOF � � WIDER THAN 8'
- � � � (MIN. 2X6 � Ib" O.Gj � (U 2X, KING SIUD
� � E.N. AT OPENINCyS WIDER
� � � Ibd NAILS � E.N. � - � � ROOF THAN 8', U5E (2) 2X �
. . . , SHEAR WftLL - � SEE PLAN... . - . .. E.N. . . . . . _. . . . . . . � . .. .. .. � .. _ _. �. ... . . . . .SHEATHING � . . . . . _. . �KING SlUDS W/ 51MP �
- (SEE PLAW POR SPRGING - � � 16d's � 8" O.G. � � � � � . A35 AT TOP �
- PLYYJOOD � � . � � AND.607TOM PLATES �
YJ/ E.N. � SHEAR WALL f200F SHEATHIN6 . . 22)OFdHDR DEPTH. .
� AT BLK6 � �g��p�w fSEE PLRN NOTES) � .HDR. SGHEWLE � ZOdk WHERE (JJ
E.N. � ROOF TRUSSES WITH . � � SPAN MIN SIZE KIN6 S11A5 ARE USED
STUDS AT I6" O.G. W� � UP TO 6' 4X6 � .
BETWEEN MEMBERS, SEE � UP TO 8' 4X8 Ibd'S � 12° O.G. .
� TRU55 MAM/F. LAYOUT EN. E . . TRIY-.�5 BMAWJFAGB7URER .
DO NOT NAIL � � ROOF TRUSSES . l^1/ A355 � 8" O.G. 2X TRIMMER, U5E . .2X WINDOW
- SHEAR WALL (SEE PLAW O-f+T = 600� / BLK6J !� 2X TRIMMERS SILL, WHERE
I /�
� N . AT OPENINGS j � OGGURS
MLM BLKG W/ UNTIL P�LL � A35'S � I6" O.G. � � WIDER THRN 8' -----`------------
E.N. 2X6 FL4T BLKG. . � -----� � -----� � ---
. (I) A35 PER $LK ROOPING � � 2X 51UD5 AT Ib° i i i i i
. � TRU55 .1o15T5� MATERIAL HP.S - � . o.c., 5EE PLAN ; ;; � - ;;
� (5� PLAT� BEEN NOTE: 2X 121PPED NAI W/ . � i � � .
- FdR 1RU55 612AGING i3)� IbdS EAGH E� _ N07E: . i i i i i
INSTALLED � MAIN RO RAFTER .� FRAMIN6 INDIGATED . i n� ii
- . SHEAR WA�� � REQUIREMENTS, REFER TO � � � ON PLANS, TRKES � � i i i i
THE MAW1F. SPEUFIGATIONS � SF�AR WALL PREGEpENT OVER � i i i-. i i �
(SEE PLAW - � MAIN ROOF RAFTERS
� . I � (5� PLAW (5EE PLAW � TYP. FRAMING � �' . '�
SHOWN HERE
(8 SH�/�R TRP�NSFEiz 14 5H�/�R TR�4NS��R I G� �i��M�D ROO� � ROOF TRUSS �LKG. 2 TYP. W�LL Fi��MINC
Ni5 NTS � NT5 � NTS NTS .
� ROOF SHEATHIN6 � - . � Pi20VIDE� 3/8" MIN. ��� � TYP. NAILING � .
(?J rzohi5 oF i6d w.i�5 � � � � � ED6E DIST. ON � � �_PLYWD. JOINT
5 A�� E,ry, . SHEAR WALL � ROOF TRUSSES GRIGKET, S.A.D. . PLYYJD. d FRM6. 7YP. ���� (STAG6j �
(SEE PLAW
e.U.R.SLoaen � (5EE PLAFQ PLYWOOD � � � EDGE NAILING BLKG. � PANEL EDGES
TO DRAIN, 5AA . - SOLE PLATE WITH E.N. � � � � H� �5O OR NOTES FOR 91ZE�N.
PLYWOOD START OF - � � NP.ILIN6 /iT T1�iF � . .
PLYWOOD - � � �� YJHEN BLKG.
� � (SEE pl..nW . � �r - PER PLAN RIM JOIST � � � � IS REQD. (5EE �
MIGROLLAM � �ROOF 7RUSSES � STAG6ER PLYP�. JDINT �
----- ---- RIM W/ �,N � (5EE PLAPU ZX4 BLK6. � � PLAN OR�NOTES) � SPLIGE OVER A RAFTER
------- E.N. � 24" O.G.
, A35 GLIPS � . � �
� � I6" O.G. - � � �
. 2X RIM l�y/ (I) FILLER � � � RAFTER, JOIST
� �xeir.� n35o2a•o.c. PIEGE^� . � : ----- � �------ � QRPURLIN .
V2" GAP
E.N. . � � E.N . � � . � � � � �"Y�. ' ' FIELD-NAILINCG
� � TOP PLATE OF THE "DTG" � � . � . . PANELS . . . 12' O.G. � ROOF
� TRU55 J015T5 EA. BLK6. � � �
NON-BEARIN6 WALL .. . .. 10" O.G. � FLOOR
wrt (5Ee R.nW l5� t� (SEE PLAW . . � . � 2X BLK6 W/ N � . . . . - .
. `��`R �-� 2X BLK6 !^!! (4J A35 PER BLK . . . . . - ti• . . -
� (SEE PLAW Ibd NAILS PER � � � .
N07E: � NOTE: *'�'T��'T� �"�THOD: NO�: . BLK, INSTALL �qR W,y�� EpGE � PROVIDE I/8" GAP BTN9J.
POR WA�ErzPROOFit�S d DRAINAGE � 50ME FRAMIN6 IS NOT SHOWN PLYWOOD MAY BE <�pME FRAMING 15 NOT SHOWN ��'� «�`w � NAILING � PANEL EDGES, TYP.
� REPE2 r0 ARCHIiEt�11RAL DRAt�llN65 . }+ERE FOR GLARITY, SEE PLAN �'LIGED AT RIM � pOR GLARITY, SEE PLAN - . . . �
( �f �R�M I NC D�T1� I L I� SH��R TR�NS��R � I I "o"-B��,Ri"6 w�"� �iz�M I NC D�T� I L 3 ROOF/�LOOi� PLYWD.
PA�RP�LLEL TO TRUSSES � � ,�,�
� SOLE PLATE . - NOTE- PROVIDE E.N. 4'� .
(?a Ra^G oF 16d WaILS � NAILIN6 PER PLAN - �i� 'DBBLOGK5 � ���
o a• OA., Q�NQT � I
5rA65e� E.N. � �SHEAR WALL . . B�AM (SEE PLAW .
(5� PLAN) TJF BLK6. E.N. -FROM SHEATHIN6 - JST. HGR. TYP.
��� P� LQ � 57ART OF . � 4'S" O.G. PLYWOOD BOTTOM GHORD TO SEAM ALON6 ,
AT FIRST BAY WITI-! E.N. �F .��5 THE SPAN
- �'Y�� N � � ONLY AT THE . � L J L J J
� RIM JOIST � - � .
--- ---- ----- - . . . •
E. . ~ y�i
E-N- � � � EQUAL EG2UAL . -Nj . .
X
� � �
� 2X RIM W/ (U I/2" 6ftP � OPEN � -Q�, . .
A35 0 Ib° o.c. FILLER PIEGE* � � � _ �.
i � TOP PLATE OF THE "DTG" � � � .
£.ry, NON-BEARIN6 WRLL E,4. BLKG. � � _ � � � L. HDR. � `t
. . E.N. TR�55 � . . M5T3'1 � � . JST. TYP.
2x e�r� e aa" o c.
�pI5T5 DOUBLE , r � r , �
FIRST BAY ONLY `-�I'IERR WAI-� � �
. (� p�p,�.p (5EE PLAN) . . . . TOP PLATES - .
- - SHEftR WRLL . � . . � . � .
��' g� . . (5EE pLAN) LVL RIM �015T � �
- . - YJ/ A35'e � I6" O.G. � � � � � . .
. NOiE: NOTE: � N07E: . �TE: � T-6224 � EA. GORNER �
POR WA'iE2PROOFIN6 d DRAINA6E � SOME FRAMING IS NOT SHOWN 50ME FRAMIN6 IS NOT SHOYJN SpME FRAMIN6 15 NOT SHOWN .
REFE2 r0 A2GHirEcnlRAL DRn.WINf - � HERE �FOR GLARI�Y, SEE PLAN � �F+ERE POR GLARIT`f, 5EE PLAN � HERE FOR GLAiZ11Y, SEE PLAN � � Xb X 12" LONG MIN. BLK. � EA. GORNER
20 �R,�M I NC D�T�41 L I h SHE�iZ TiZf�NS��i� I 2 NON—B�ARING WALL
,�,ffi_ NTS PERP�NDIGULAR TO TRU55�5 r„� 8 Dfi��� �R�M I NC D�T,� I L 4 TYP. ROO�/FLOOR OPNC .
_ _ r�I1MDG9i0Nt�NQ.-CilMtf�: YlOR71!lqR101ROF7iE�INJG71�Et70Y0�Nf71EATOIR�
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. � . . Xb P.i. . � .
. � OFFSET FOR Tl-IE (5� p�-� �'''�' S� f LYWDOD
ED6E NAIL � PIRST STIRRIH' � � ��� � �w
r�,rxi�etir
�`R ��� i3ia• Miux°i'v� �"' S1LL NAILIN6
6RADE BEAM f2J BARS TO
. TO POS7 . P05T AT END OF � - I MA7GH GRD, za• � wn+ O1 n3s . . � .
SHEAR WALL (5EE PLAW f� ��W I BM. RFINF. X �I�'• nr i6� o.c. PER PLAN SHEAR WALL
.. I ��� AT TOP 4 BOTTOM � �� 1'-6• � � lSEE PL0.W -
M5TG-48H3 � � LOGATE BELOW GRApE � 'TW155
FLOOR MAY SLOT PLYt^�J. � BEAM BARS BOTH DIREGTIONS JOI5T5 � R/R
SHEATHIN6 �
FOR SNSTAL�LA IT ON � 6RADE BEAM �'��6°. �� '�.s .nisis �N SAD. (5� PLAW
` ls� r�nW
1 [s� � EN.
y � ��__ . . . - . �e�HRa
. .. ' sRAt7E BEAM � . .
( PL.AW
� 51D QO^ +iooic a-r �
� OF ALL 6RADE BEAM BARS r rsniPRooFitrS
ONLY ONE SHOWN HERE POR
. . � � � s� Fl�w r-oFe � TJI BLKG �. 48" O.G. � .
� GLARITI', 5� PLAN FOR Reir�oRce�r oio ����� FIRST 8AY ONLY
� ��"� - � R�AR REQUIREMENTS ��T LVL W/ (2} ROWS
NOTE: . - (5� PLAId} � � � . �AM � OF Ibd5 o Ib" O.G.
50ME FRkMIN6 IS NOT SHONW rare� Plaz f5ff �nN1 NOTE� (SEE PLAW
HERE FOR GLARIT'. ���N . PLf�N . r� �; �oh� t�nMlta6 i5 Nai SfiObul `.�ON1E FRAMIN6 IS NOT SHONA! 2X BLK6 � 48° O.G.
� � +Ers� Fatt GLNzi7Y, 5� RAN - HERE POR GIARITY, 5� PLAN PIRST BAYS ONLY
36 STiZ��' D�T�41L � BEA�M 32 TH�'EE W�Y GR�D� �M � 2� GiZ�D� B�r4M D�T�IL� 21 SH��iZ T�NS��R �
.,
5� PLAN FOR s�ZF ,u+v �n25 SHEAR WALL �PLYWOOD
ANGHORA6E REQUIREMENTS �c� pLA� C Ibd'S AT (SPE PLAW
(5 � �RPLA�L, �
4" O.G.
W
. . , .. _ .. _ .. . � . .__ � _ . . . . .. . . . � ST�L PIPE
� . . . . . _ - .... - . _. ADD (4) 7t5X4'-0° BARS AT PIPE . �. . . . .SLEEVE
. . � . wJ�t e�Ks 1^Y N
P3� PtR BIJC �
E.N. ao• taoK s 19• � .
� � SA.D. BUT NO � � SLAB, . .. . � aEturw nr Tor� � � � .
� � LE55 7HAN b" � � DO NOT DOl^�L � BARS OF 6RADE BM. . . .
II INTO FOOTIN6 t�aeE%TENDED 3' INfO "
2 �
� � � x9 11E5 AT 8' o.c. � 3X6 �P.T: PLATE i� � 15� PLAW = � 4"� (OD� .
. � . wliH i35• 5E75Mc 5� PI1�N FOR � � 6RADE BEAM - � MAXIh1)M
HooKs, car+�curn� 3' c� frrP) � ANGHOR BOLTS I (SEE PLAW
GRAVE BM cixoss n� sNnt1. ee
(5� PLAW I/2" 150LATION nl.�n� e+� Fat �
� - � � JOINT H�ID ALONB'R� � . . .
. 1ON61TiAINAL BARS � (4) u5 BARS - 6RAI7E $EAM
rs� P�a,w
Pi� !s� sn�s, s� a�,x rz�nas riar
s�� FOR
r�nw rrore: �'L�N 3� �T � so�� c�nRin-
�
GENTERLINES OF PIERS PIER (SEE PLAW ��:
AND 6RADE BE/+�MS MUST 50ME FRAMIN6 15 NOT
CAINGIDE SHONM FOR GLARITY, SEE PLAN
33 G�t�� �M �T �����5 2�f c��� BM �T �IE� � 26 GRADE B��M DET�IL 22 �'�� ���TION AT
� c�� e��M �
c�{EqR yyq� Ibd NAILS
�s� t�,�,w s� a�a"
MLM CANT JOIST POR SPAGIN6 Ll3 IJ3 L/3
� MAIN 6RADE BEAM � 6RADE HEAM W/ A355 O 12" O.G. PLYWOO� � �__��
BEYOND. PROVIDE i5� PLA�`U
. 5�D 40' HOOK I/2" 150LATION � OFFSET PpR THE � � NO TIES LAP TOP 8AR5 �
AT Al1 TOP BAR5 �pINT FIRST STIRRUP ��7� �TN}{i�Rp ON Y (SEE PLAW
. � AT BEAM TRANSITION � � �
� (-- SLAB, #5 SARS �'�
DO NOT DOWEL 3' INTO PIER �
+��—'� AND STD 90° �� - FULL DEPTH T E.N. .
INTO FOOTING
.. . . !~ . � BM TOP BARSE STOP ALL BARS 3" FROM FIRS�T BAYSeO�NL�'( ii 2 .
. . � FAGE OF GONGRETE Z' � �� GRqpE gEqM
- � TOT OF (4) BARZ � � � � i i �
- . % dJ 3X6 P.T. PLA �1 fSEE PLAW � LAP BOTTOM .
. � � . � . (2J BARS�TO 24" � . (SEE PLAN FOR � BARS IN OUTER
MATGH GRD. ` ANGHOR BOLTS) THIRDS ONLY
HM. REINF. X�2"�� �
i21 �5 GONTINUE 24° � � i� � . � PIER
� . � INTO MAIN 6RADE BEAM � AT TOP 6 BOTT 6RADE BEAM � � � � . (SEE PLAAU
. DRIVEWAY SLAB, S.AD. (5EE PLAW . 3" o� p� g.piL, . L
W/ 15ULATIDN .IDINT PIER 5EE �
PLAN FOR SIZE PLAN VIEW .; ,�
,4r.m �8,� P�� c� �.w
34 GR,4DE �M. � G�R�� DOOR 3O TWO W/�Y GR,4DF BM � 2�T C�fi�,�p� g�,4M DET,�IL� 23 GR�1DE �M i�Br4R SPLIG�
ED6E NAIL - � P.r.
SF�ARWM1LL P1,47E,sff PLYHOOD
POSTRSEE PLAN OF SHEAR WALL 6RADE BEAM OFFSET FOR THE ��� �� (5� RtWJ
« �AW � FIRST STIRRUP � 13/4` Mictxou.Ar� �'
- � - "MST" STRAP � . � 1" ex eEarf (pFpni ro rurcH � ran+N nas �
� (SEE PLAW � � DB'fH OF FLPOR JOI5T5J � AT W� o.c.
. � �5 BAR9 �E SEAM � � .
3' INTO PIER (� �W ��w 6• 6•
. . AND STD 40° . � � � � � � � Exr
. . � HOOK AT 6RADE � 5.wD. eur t+o �� �
50LID BLKG. BM TOP BARS 3v' �ss naH 6• �
rrsu55.nlsTs
RT PLOOR TOT OF (b) BARS ; �e� sm qo o� � ��
� +IOOY At ALL � �' Mq.
� TO MATGH 5'R1D5 � 1 � - roP a4Rs
� � � I � . W NOT SPLIGE . 6RADE BEM7 . .
STOP ALL BARS 3" FROM =, . �T� �� (5g p�q�y�
� FAGE OF GONGRETE � 4�� � aJBR 7Nis,
FLOOR SYSTEM " PIER, SEE � '�A 1e �
4S
rs� P�,w � ALAN FOR SIZE ]J �5 X �24• r� • 5 B� ��� �• �,,���
o AND R�RRS
� AT TOP E BOTTOM � � �_1 . �����r �oR7 � ��
r' 'I ELEVATION �� PI82 (5EE F+I.N�U
50ME FRAMII�i IS NOT SHOWN MATGH ABOVE PLAN �I�W 50 E FRAMIN6 IS NOT SHOWN �,� ��� ����
HERE FOR GLARITY, SEE PLAN HERE FOR LLARIT', 5EE PLAN � rro� c�s,wn,, s� �.nN
3� STR�P D�T,41L � FLOO� 31 THREE YJ�Y CRP�DE BM � 28 Cfi�,�DE BM OP�NINC ,� 2�F C�D� BE�M D�T�IL�
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2. ��'+ AIID G£TAII S- q�� 5�1h1� qppLY UII,[�'A
SPEGIFIGALLYNOT� OR Slidtl01116tW5E.OETAILS ARE
� 5lIOYfJ M DIASRAMiG PORl� Htdl ld2E NOT TO HE SGALfD.
casrnUcna+ �rnas r»r sxor++ orc �+orry sww_ �
SIMILAI2 TO DETAILS WNLN AFRY TO SIMILAR ST3ClUR4L
SINAT1Q15. ANY CAMU•'ION PH2TAININ6 TO A DETAIL OR
� 130TE IN 11� °.iRUGTU3AL WGIR$Nf5 SNFiL � SOLV�
BY ADN�i1N6 TO iHE STRIG'Ie2 REqAR�ffiiT.
3. ri�w+� �arrF _ AlL GONSiRUGT10N SFW.L � M PLGORDANGE
WI'IH'ME 2b16 IFORNIA HII IN6 /� ALL WpRK y1/J.L �
AtC ANt' OTIp32 51X.11 Afi@IGIFS
ALl9. T8? LONiRl�GTQ2 SNALL 1
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OF TYE A�ERIGAN.RYYiNA PfFi0G1ATION A5 Pp.LOYY
A. RYW]OD RLV' R SLEATHIN6 SHALL BE RPh RA'f�
s�enrrxNs r'.�o� i. .
B. %.YYYJJD WALL �IEATMNfi 5HAI1. BE APA Rnl�
s�nTrxue �masime i.
c. vi.rwoav tiooa s�nnuns sr+u� � rwa w.�
SVEhTHIN6 EM�'.ARE I. OR APA RAT� STURD-I-
f9.00R E#'05URE I.
�. cFTB�r 9XUL coNFaxn ro s6TM cOo'm�E �I aR v. vu,'1Hx
s�wt1 se c�.µ �+� r•st� cr+an vemir�+v.� aunimnrs
OF AGIDS. ALKALIB. AtA OR6ANIG HAT621A15. .
2. PB6R6BATIONS FOR NOfII4AL YEI6XT GONGREIE SfIpI.L
GOIffORM TO ASTM L33, MAXIMM 511E OF AB6REBAlE SHALL
� I'.
3. P661�6A'Ig FOR L16FIINEI6HI GONGRETE SXP.LL LOIFC+I2M
TO ASTM G73P.
4. REApI-M%LON'.f�lE 51V,LL gE MI� A!A pH,IVH2� M
nu.orm.wce wn� nsm ua. - .
5. LdY.f�TE'at4LL NAVE A MIWMRI CqhPRE56NE 51�i H AT
1H DATS OP 3� P51, IRLF55 OT8tW5E NOTHJ.
b. PDMIMU3F3 SFW.L GOMPI.Y WIIX AS1M A94 A!� BE OF A
T'f'E THAT INLREA5E5 iFE htlRKAflJTY OF ifE LOIYRETE 91�
SINLL NOT BE COKa� TO �'IFE SPGGIFI� MMIMJM
LB�1T GONfBtf. LALLILM LHARIOE SNALL. NOT BE U`..8�.
9. i1H� SHNJ. BE A FHILNM OF S-I/3 SAGKS OF G@81t PHL
LUBIL TARD OF CONLREIE 11�OR F'G = 3� ).
D. C,OtYREIE WORK SNALL GOlFORM TO ALL RfYiUIRE�IBIf� OF .-.
OF PGI 301.'�,�PGLIFILATON FOR 51fLIGTIA2AL GON:RElE FOR
eUI1DMEF'. PXG�f A5 MODIFIH) ON n��51RI1GnRAL .
�.
9. R@H2�T011E ARLlNTELMtAL DRhY!!Yf I�tlR MOID5,
�es, orsNnne+rs, curs, at onric wr�uir� se�ms
TO BE GAST IN LOl�RETE
10. tY) GOpOUrt PLAG� IN A GONGREIE'uLAB 9NALL HAVE AN
q1FIpE INAlttIER GREAI� THA11 I/9 ifE'f111GKtE99 OF� TFE
SIJ�B. NO GD��UIT 5NALL BE H�D� IN A SLAt TiAT IS
LE� TWN 3�V7`. MNItMM GLEAR bISTANGE+ EE'Ih�i CqNpV175
51W.L NQf BE LE551NAN 8".
11. PI,AGE GONCREIL IN GOMPI.IANGE WITI AGI 304. ALL GONGREIE
SHALL BE FEGHANIf.AIlY VIBRAIED A!ID 5lIALL fiE .
FI�%l�Nm� � � � � '
N
12 GONGRETE IN GONTAGT W 1H FORM5� SHALL BE Glf� BY ONE
OF 7tE FdlOYdN9 hRTiIOD� TO P$N�T AiQMTFE ORl'IN6
OF` GONCRETE FOR hT IPAST 7�DAY5�
A APRIGATON OF AB50RPTIVE MAlS pR PPBWG f�f
GONTINHJUAY YET.
9 HPPLIGATIOII OP Vll1i6lPRG10' 9NBf !lTMINN_S
co�orcti� ro wsm uii.
G. APRILATION'OF A(/ALN6 [,qT pRp l.OIFORhnNS TO
L809. lfl' GOMqRD 91N11 t10T � IF..� ON ANY
�ALE P6AINST YiNGH /�ppIT10NAL C,ONGRElE
OR 0T1�2 MA7B11AL 15 TO BE BOW9J. .
4. FvIAVATIdI. _�_aivlN6 ND wep{�IYa - IT }VLL � TfE
C.ONiRAGTOFta SOLE �4BIJM TO DE516N Atb PRONDE
Pd%tl/AiE 5f10RItY>, WtnGIHB. �B4P�ARY JPPORfS FOW�I
WGRKS, ETL. IN OROHi TO PRpT6GT LIFE h1D PRlF$try, TO
`APPORT ANY GON5ffd1LT10N LDAD� A!ID TO MA1NfAiN AM'
BUILDIN6 GOFf+Ot8A5 SAF9.Y M PLAGE PRIOFL TO'11�JR
FMAL A56�ELY A/D ANrAi0Ri16E INID i4E COFPLETH')
STfd.Glllf�
S. FFE4RtfION oP UnuT[5 DM�oSE - R SFIALL � TE
' GOHIRAGTOfL Sq.E 1�5P1�16101LITY TO LG:A'fE AW PROIEGT
ALL EX5nN6 VIV_IT' LIlES Plm GOt8�Ln0l6 B�CME Atb
DUWNBHF5YioRK.' . . �
b. c v.nuu tx.uIN65-14EARGHI1ELIilIMtM.IffGHhWGAL
q�.TftILAL. PIlMBINB A1YJ AM' OTiHi FELEVlM �R4YHN6
SHALL �� TO IN ORDBi TO DET62MUE hE LCX,ATON
AID SIZE OR OPET7MY'J FOR ALL RPFS, p!G'�, $L�VES.
' GWSES, P10 OlF1Bt OPB11N55. NO PIPES.OUGTS, 51.ffVE5.
UTAEB. ETG. SHALL � RAG� IN SLP�: P�11N65. �AMS
OR WALLS UNLE`f� SPEGFIGHI.Y ` � NOR SFWl ANY
SIWA.'NN. MEhEER 9E GIt N1��OT18tW5E Ndl�. TE
CONfRAGTOR SHALL OBTAIN PfLLQ APPROJHI. ROR
It15TALLATION oF MlY MDITIOMAL PIPES. OVG15, 9LffvE5,
. GNr�{5. ETG. .
7. "'g '�'i. - MAIMBIANGE OF T!E JOB 51TE SHALL
BE lHE LONTRAGTQta'' E�iPOl5181LITY dIRIN6lFE
. LOARSE OP C.ON�TRlKTOt11M5 `JiN.L INLIWE'f1E SAFET'
OF ALL PBt50I�E. AID PRORRtt ON SIiE.
B, IMl6RItt - T� �,pN�Rp(TOR $HhLt P6f� TO HO1D llE
OW�BL hW EtlGil�R FR� OP ANl' UABLIII'. RFhI. OR
BL
AL.IPfi�. IN CONEfTION WITi WS P6tFORMANCE OF YY1RK
aa nxs rrsorsr, ��aon u.�mr awsi�+s �r+.re
tE5LIBhIJLE OR ll� OY@82 OR BlBI1�R..'(!E
� TOR SHALL NOT USE ANY AL,�EW„YVE FETNOD$ O�
eo'sTwienaw ax �r+r suesnnvnoe� wn�wr Fwaz
/FPRdJAL OF l5E BIGI�L
�� W�/X M� P�- 'IIDL
1. 501L5 fffiiJRi FII.E� ZQ�3g DAI�. �WARY �I.1ai8 BY�
�. ING.
%I-0 flL6RM RtNE . -
. F057H2 LM. LA 9Mdf
RS82 TO T1E 501L5 RB�RT�fOR PLL 2Hi11f�NENf`5.�
Z PLL EXGAVATIOK�i FOR FOOIIN6�5 SHALL HAVE FIRH LEVFL
00fTOli3 IN IXOISiI�$1 NA'MeAL 50�. OR PPPROVID
GOMPAGI� FlLL EXGAVATIONS SHALL � Kg+f FT� pF
� STANDIN6 WATH2. W92E FXGAVATIONS HAVE E'ffi! MhDE TD
A DEPiH 61�ATB2lXAN MDILAT� SULH ADDITIONAL �M
s�w,� � Fium win+ coNcs� as svEc� wa n¢
FOO�INBS. Fll MA1H21AL5 9FW.L � FRff R29M D�RK.
VE6ErABLE MA'R92, ntA OnH2 FOREI6N SUBSTANCES. �
B. NO PIPE9 AND LONDUITS SHALL FMBdP M�92 ISOLAt�
��.�, �„� �a � �� �,. �„�
UBSTl3 SPfY..IFIGALLY DETAI[.B� OR APPRavID BY T}E
EiJBIt�R At0l1E BIIIIDIHB OFPIGIAL.
4. 'M1ff FM15H E,vGAVAT10N3 FOR FOUImA'f10N5 SHALL � FE�4T
AtD Tib1E TO LRE WRH ALL lOaSE HAT6tIAL REF1WkD. .
S. SOILS B161P�2 SHALL Vgi1PY IN YARIN6 TO'ME 6UIIDM6
' OFFIGIAL THAT TE DUILDINS PAD WAS PR�A� IN
nccaxv,wc� wn+ ne sai.s r�azr. n� unux rner+crps
w.ve e�++ vrsovex�r a�eKFium, nw nwr n� roixaanoe+
ENGAVATON3 GOM�LY W 1H THE SOILS i�OR( p!D'ME
� hPPRO� PLANS.
b. PLL 50LLS SITE WORK SIInLL BE �Ot�E lWE2 nE OII�GT
OBSHt/ATON OP 1!E SpILS @1GIt�2. .
�tl�
I. ALl �ALID 1�tAWN611R'BH2 `�NALL � O�'JUEdlS iiR 1_ARt!_H
lUQ1iL 6RADE MMK� F!D GOlFOfd4 TO'IfE STAf�hfA
6RADIN6 Alb ORE551NB fvlCS OF 11E Y85T LOAST 4RY82
irr�[cna� aax�su. v�wv ainors siw:� ee,� wu.a�s�
A. YJISTS A/0 RAPfETtS _..___.. 6RADE +11
B. fVdJNS A1m �JIBPIF11N5'__'_ bRAOE s 1
G. 9EM5 Alb FEAD65 �.__._..___ 6RAOE M I �
D. L�EERS ._._..._..__.�-_-_ 6RADE s 2
E. PLAiB .,_.,�.�._'_'_.'_ eRADE � 2
. F. 7X4 S7UI7r TO 8YY LON _._......� S7UD 6FAOE
B. 1X4 5iW5 B'-I' TO 14'-0' LON6 ..-- 6RPDE � 2
N. OTF6t SnA9 ____�____`._ 6RApE f 2
I. PCJSTS �..�....��...._.��-.............�. 6RADE R I
]. IRI1T�Ai� Llh�B2 511hLL 9E IXtY P1dJ YBI.'�A501�
A!b TV� MdSTURE GONi@li SH/ Il NDT EXL�D 19%. ALL
� WMBER �JIALL HE PJR SEA501� NOT L� TWN 30 DATS .
eera� e�ras cove�m wrH Fiws� rur�.vs. sro�
ALL IJMBBZ OFF ERQMD. GON51D62ABLY VENTILAl�. '
ar� carers�. � .
3. ALL NAILS SiIOYN oN T!� DMWIXffi SHALL � GOMMOtd ��
WIRE NAILS, AtO GONFpRlA TO TABLE 23()4.HJ OF G.BL..
U1YL£a OTFEFWI5E MOT�. IIOT� h4°�GMIHE 80.l'S 51lAI1
GONfORH TO ASTM A40'1. .
�0. MiNiFAGTIf� il4RpYLRE 511ALL BE'ILG Af'PRavID. �
. DESI6N IS BA.� ON 91PP�.AN GOFPIWY. Sff APPLILA&.E
IGG-6R REPORlS. W IHtE ftp.'6H GAF�EMRY 5 E#'0�.� TO
YSATFER OR IN BRqAO GONTpLT, PROVIDE FAST88C5 P,!&J
ANGiORPF�S YNTN A NOT-DIP LIL^ COATN6. U�
onexwse e+ore�, iwralana� slwLL caar wn�
r� nnr�ncn.Rea rzEco'+�eonnas. nu_ ea_T �nos
AND N115 BFARINS ON Y��OD 5N.41.L HAVE STANDARD GUt
WASf825. AIL Bq.T /qLES IN Y100D SHALL BE pR1� � m
V33b1A1�ET02 L4REH21WW 1FE BpLT DIM£lHt.
S. ALL PRAMIN6 SNPd1 BE IN ACGOR�ANGE hHtH 1iE
R�1ARB�8t15 OF GH4PiH2 ]3 OF 11E IltiHtNA'ftOWrL
axi.o�qe cao� uu�.s on�'mrn. tt+srnt.�
.ias�s nrm ea�r� rmx n� caaw me� �r. �v�oE
ALL fCCG�Gl�RY BWO6MB.8LOLKRY . Atm Flf�
BL�GKINFY. .
b. GRTIN6. NOTGVAN6 OR RtLLLINS OF SIIID� aR SAYN
.1�15T5 IS TO � PBWITT� OILY AS DEfAIL� BY 11E
e�+en�z.
-r. nu. woo� acsne+e or+ eoNe� ax nnsarsr swa� �
� ��.
8. PROVIDE DOIRLE J015151R�H2 ALL PARALLB NON
BFARIN6WJ15. R20VIDE ST� SiRAPf AT PIPES AS
, RE4YAR� BY GHAPfet H OF T1E I.B.G. �
9. ALL FASiETBtS ATTAGlED TO P.T. WODD 5HAL1 � NpT-
DIPPED 6ALVANIffi� p2 OThB2 CORFiO510N �ISTANf
MAi611AL. .
io. ,w. w.u�Rs sam ww�cnoN Hnrzaw� sFtai ee
. MAW.FK.'IURFD BY THE SIFPSON CqMPANY U.NA. TiE LONSEST
PO.:flI&.E NAIJ6ER OR�GOWgGTION NAh'DWAF� FOR JOIST
OR BEAM DEPIH SHN.L �. U`�ED. INSTAI.1AT10N SHAIL BE i$L
MANLPAGIURERS :/lLIFIGATION UNO. .
BRIAN DOTSON LIC. NO. C 87883 EXP. &30/19, RESPONSIBLE ONLY FOR THE PORTIONS OF THE STRUCTURE COVERED BY THE ATTACHED CALCULATIONS
��G_= _�� HdIES .
1. 51'�. BhRS SHPLI. GONFORl1 TO ASTM A6L5 lilID $ BKADE
60 EXG�i 1NAT NO. 9 AND NO. 4 BAW U5� A5 TIES OR �
snwau s nnr ee swaoe eo. s�m e,v:s sNnLL qor ee
YBDFD.
2. TIRE WRE 9NM.L � Ib BlW6E, BLALK NdEAL� ANp �
eot�orer� ro asna sas.
3. Wf� FABRIG $1W1 LQEORM TO A9lM AIHS.
�' d. i�J/FORGIN6 DETAILINB BENDIN6, AND RALIt15 51W.L BE
I IN AGGORDANLE WITH tilE GONGf�TL' REIfSORGINb 51�
'. . Il15TINTE5 'MAWAL OF 5TANDARD PRPGTILE', LA1E.9T
'. mItION.. .
s. rs�i�aue s� swau_ ee meovro� wina � Fou.owit�
' DIFEN910N5 OF GO�H2 i�OR GAST-IN-RALE GONGREiE
A. LONLREiE DEP051T� h6PJN5T FARTH� ._.�.._ 3• .
B. FGRh4D LONGiEfE E#�.,� TO EARTk
ore �s.*�w
+6 nR0U8H � IB BARS _........_._.. T.
� «s an�zs nrv� sawa,ee .� i-in•
c. coNc�e wor r�wo�.,m ro �axn, orz r�nsa �
'S{J+BS, WALL4, J015T3i � .
� q4 AIA s IB BAW �.-�..�. 2'
�II BARS AtD 5lAAIJSt _.. I-t2'
� �JdS, COIJRrt�
PRIMARY REIMORGEhBlf _. 1-i/2' .
snwa�s, nrs, srirsus �___ �-vz•
6. PLL �tFORLIN6 57�: PlY.lbR HOL15.00YS5. /Jb ItY�tF_
n�w wi eac nin.e�exs. nu rsertFORaae eu� eeas srw.�
eE .+n.ce co�n.
7. LAP SPI.IGE90F i�itFORURJ6 0MS IN LONCRE�E 51FNL.BE
GLAJa B 1H610N $PI.IG6 AS DffllBD M AG 8181A1EST
-�ITION UtIL-`v5 O'M182WSE NOT�. L.AP SPLIC.ES OF
RE116ORGRiB BARS IN MP.50rKY SHALL BE 40 BA2
DIAFClERS.OR IB' MINIH.M. . � .
H. OOY85 BEfY�N POOfIN66 AND WALLS fAWLL BE'I}@ 9AFE
6RFDF�' S122. AldJ SPAGINB AS TNAT OP T!E WPJ.L RE1dYNtGIN6
lN.E55 O'fIBiW15E 110T�. .
3�eL6eL5'�tl�
f. SllalG'NRAL Sl� SkA� AND PLAlES $HALL LO'FORM TO
ASTM P26. PIPE GOI.Ul4G SHALL f.0�60RH i0 AST1 A53
sRnoe s. s�. n.�, s`w�� cotsoFw ro nsm nsoo
swave a. raNe+r raxn� eF.4r�s ,vro caw�ws s�+.vl ee
asm naa�.
2. ALL HORpMN9HIP AtV MATHtIALS 511ALL GqFpRM TO TE
LP.l6T �IiION OF'nE N£RIGAN INSTIME OF 4T�_
C.O�TiE1GTIq/ 5P6GiFK.AT10�5 FOR pE516N; FABRIGATIOµ
N8) 6YGT10N OF SlRUG11AtAL 51� FOR BUILdNES.
3. F+LL hHDIN6 SHALL 6E DdE BY TE SHId�� ARG RmLEK
USIHG hPl'ROVF9 EI.fl:TRO0E5 PH2 MERIGAH YBDIIIB
SOGIETY SPEGIFlGAT10N. U5E E70%X B.EGTftO�fS.
4. ALL 5liOP Y(ipINS MID FABRILAiION'J65L1 BE DOt,E IN THE
Sf10P OF A ST� FABWLpTOR, APPROVID BY TE�BWLDINB
OFFIGIhL A GBZTIFlGAlE GF FABRIGAl10N 91WLL BE
FLRNISf$D BT 11E SHOP TO TE 6ULLDINB OPFILIhI. PRIOR
TO HIS Ih5PFL110N, Alb TO T7E ARGHIIEGT. ALL FIEI.D .
rsnRYa AHD Pn921cAnoN SNaLL eE PERFow� Br
oPHtATORS Y!G HPNE B�1 pJALIFIED.AS PRESGW� IN
'p1ALIFIGATION R20..'�' OF 1iE Ah621GAN Y801N5
SOGIETY A!m YiiO SNALL BE APf'FOVID� A$ RCQNR6J� BY
ttE�BULDIN4 OFFILIAL A R6$ISlH2� DERRY ItJSPEGTOR
SW�11 GOMiN.bU�AY IlYPFLT ALL 51W1GMLA� YEIDIN6.
A GHZI'IFIGATE OP ItL�iPFLTON SWV,L $ 9UgMITfEp TO
T7E BUIDIN6 OFFILW_, PRIOR i0 NIS IISPEGTION,
A!m TO Tff A1tLHITELT. . �
s. .eu_ �nu �s�w« ee.sww-vam�o van� a rsusT iwnemve
PRR6t FABRIGA'f� tEfAL E1�p",.� TO'IFE E%18210R
SHALY ��HOT-DIP 6ALVAtNID). PFIH2 HiEGTiON 19
GOPAEiE TdK.H LP Mi 5li�P PRIMM6 GOATS. �M1AG�
DURIN6 TRAp5PORiATON AtA BtEGTION.
b. HI6H 51R@J61N BOL75 5lW.L GOIFORl1 TO ASTM A475.
N1F FOR XI6H STRBiBTH 80LT5 5lIN1 COIAOFW TO
nsn ns� srum� c. n rzrs5ia+m vavrr irr,v�crae
s�wi.� �rr�cr at �xs�+ srne�n� ean'+e. rnFax
wcxirE�eoi.rs nw ,awctaa ea.is 5iwa.L co'soRn ro
AStM A90T BRI�O£ AW5 FOR MKAtl1E 80LT5 SXAI!_
f.0lFORM TO PSIM A563 E+RApE A IEX ITPE.
7. HOIFS FOR.DOl.lS IN STRUGILRAI. STEE. SNALL BE
ptILLED OR PIMf.F�. EUFWIIkS LF FIOLCS SFN�L.1_ NOf
BE PHtMITi�.
D. �lCP ORANIN65 0F 5TW1GMiAL Mp M
St� SIMLL BE 511BF11T1� FO2 REVIBY PRIOR TO
F/321GATION. T�VIB'! OF TIE �110P ORAWN65 BY
T�E 81511ffi25{441L NOf ALLEVIATE TE CONtRFLTOR
_ FRon n�.rz�a+s�a�rtr ro�z coMxtoNce wn� .
TiE DRAYBN65 AND 5P6'.IFIGATONS.
9. SIiPLY ALL FA5lE18t5 AIO ANGFIOf6 REfdHA� FOR
MOIMTIN6 AW AT'AG!lBJ� OF �TP,� PPHRIGATION9.
I9TRpGMtN_ AlB�VIAlIOlC+
1FE Fd1PY11NB LIST APPL� ONLY TO STWK.TlFN. DRAhUN65
ALT AL'fB2NATE H6R NANG�2 '
AH. ANGIOR 90LT � Hf lEIBHf
BLK(6) BLOGK(IN6) IN INGVI
BM .BEAM KP KIN6P05T
BOF BOITOFf OF FJOtiN6 K5 KIN6 STIA
BOT BOITOM L AN6LE, ST�
G GHANlB_ Sf�_ LSL .- LVAINAT� SlftAlO LLh1BB2
uwr chNnLEVBtfp Lv� LaMrtL4'r� vE1�R WI�EHt
Q L61182 U!E MhJ( MA%IM1M
G6 GEWN6 MM MRllM1M �
GONI' GONi7N1�U' M.M MIGROLLAM 6Y TW55 JOIST
WJ LER1N6 JpIST MB. MPGXIIE BCiT
I e r�r, w,w rms e�or ro sentE
�. oe� - oas�E ou. oa c�x
DP OOUSLAS FIR PG ' ST� PIPE LOLIRM �
m DIM£fHt P5L PARALIAM BY'Ifdxf ,pIST
OO DI'f�0 FLR RpOF RAFf82
DN DEGK JDIST SAD. 5ff ARCMITEGRiNL DRAVgNgS
FyJ. .E4VAL 5G1. 5(illAf�
� escr� sa sro srnrmnrsn
FJF EALH FPLE 'M1K iHIqC
E5 F%H SIOE 15 � n1eE Sl�
� FJW EAfJ1 WAY UN9. Ud�i Nd1EV DTIIB2yE5E
FO$ - FPLE OF 5lW YJF. VBtIFY IN PIHD
6 P001IN6 W W7N FLANFa2BPAM.Sf�.
F/J ii0[X2,YJI5T W/O M1HpUT
6a 6N�E t /JJD
618 � 6LlE LNiNAI� �Mt / � PBt
O AT
FL11 IIJG MJ1=�1]1� F
NSE CQ�1hWN NAILS - BG = 0.131'b Iptl • 0.14H'O 16d • 0.162•m)
lAMCLTON � ��
.p15T5 TO 51LL OR GIRDER, TOFIIWL ' 3-Bd
SOLE PLATE TO JOIST OR
BLOLKIN6 TYPIGAL PAGE NAIL Ibd ! Ib" OG.
501E PLA1E TO JOISTS OR BLOGKINS
AT 8RA/yED WlLLL PAFSS � }16d PB2 16•
TOP RATE TO STUD, B1D NAIL 2-ILtl
SND TO SOLE.RA7E , 4�0e1, TOBi/ IL
OR 2-16d. RD NAIL
DOUBIE STIAS, FALE WJI. 16d o 8' OL.
WLEL� TOP PLATES TTPILAL FAGE WJL 16tl � 8' O.G
OOUBLE TOP PLAtE�a. LAP SPLIGE � b�16E
ra� an�, uFs nw i�nas s-iad
eiacicrt� eeTt� .�oisis oa rx,��s e-ed
TO TOP flAtE, TO@lAIL
RIM J05T TO TOP PLATE, TOBIMIL 8d e b' 04. �
GEWN6 JDISTS TO PLATE, TOENNL 3-Bd
FAGE NNL 515. LAP OVH2 PARIiTIONS. 316d
GEWN6 JOISTS 70 PARN19. RAP(62a, }Nd
FK.E NAII ' .
RAFTH2 TO PLh'1E. TOl3JAIL 38E
BVILT-UP GOfM'R STIAS IBd�s 12" OL. .
r r�nnwcs . z-�ee . e�. e�.wus
�,vz waLL sc�+u.e (aois irrr�nnoww euunuis co�, zow cni.ir-oRnin eui�vu� co�
TfPE MhT�iIAL � ��4E � Fl9D SOI.E RA7E � ANC.F�OR BOL75 ANG110R BOLTS A'a4 OR LTf
(pIP) NAILINB NAILfl1B NNLIN6 (1X SILL PLA'fEJ IJX 51LL PLh7E1 9PAGIN6
QI 1!3' PLYYl�OD 810 IOd FYJLS e b' IOd NAILS O I]' IbG NnILS a 4' oa. 5/0'O X 11' 0 3]' S/B'O 1( I]• 0 4B' �6" OL.
�3 IA' PLTYtlOD 4U0 104 WJL4 O 4' IOq NAaS e 13' 16d NAllS o 3' o<. 5/H'P X 11' 0 13' S/H'0 X 12" O 33• 12' OL.
Q9 I/3' PLYNi'�D 400 IOtl WJLS � 3• IOq NALL$ e 12• ��' X b• � W� 5/0'm X 12' O 2R' H' OL:
O 4' STAG6B:9J � .
Q Vl' �'LYYGOD TO IW NNLS 0 Y bd N41L5 0 13' 14 6A X 6' SG1�W5 �� L_ _�y p� eh
• 4' STl.66B3ED S/8'm % 12' O 16' "i' OL.
Q3 � 5/8' PLYNOOD B"10 . IOd NhILS O 7 IQ] NNLS O 13' �4 6A X B' SG�WS ������
3-12' STPG� 5/8'0. % 12' 1 Ib' b' OL.
FOR SFEAR WN.LS TYPE .1 �/JJD M8iE32. PROJ�DE h 3X F8�'Ht AT M1 ADJOININB PN�_ �6I�5
- ALL NhUS SNALL � GOMAON N/�ILS. ' .
- PAtB� MhT 8E INSTALL� EITFER HORI20NTALLT OR V9TTIGALLY.
- wu Pnra mscs Husr ee et.oa� wni zx oa wvsz �, �c�r as tr�reo �.ow. �
-WE� SFPAR VMJ129 EXG� 33p plf ON O!E PALE OF A WALL, FQMDATON SILL PLA'Ig AND q{,� FRqMINS MIEYBBiS
REGEIVIIYS �OE NAW N6 FAOM A91r'fIN6 PAtgLS 5lWLL N�T � L�55 TVrN A SIN6LE 3-INGf NdNWL t�0'�R At� WJLS SNALL
ee srneee�. w+e+ s�rn i.ow voE, No�r Fxc� eo� piF, n�c suL Pv.re nnr � usm wm .vr.�+ax ea.r srnuxe
n5 stiora� neo�ie. �
- WEfd' pANH.S ARE IPPI.� ON BOiN PAGES OR WALL, AI� NAIL SPAGIN6 IS LE551HAN 6' OL. ON EIThI� SIDE PAAEL ,I�INfS
`'vHALL HE STA66EFtD. Of{��ET TO FAI1 ON DIREW�M FRhFnN6 FB18H25. Of2 Fl2AMINS SHALL BE 3-MG41 NOMNN. OR 1HIGKH2
AND WJlS CN EPLH SIDE SIWL1 BE STP66�. .
- ANGHOR BOLTS &W19E 5/8' DIAMETB2�J-Bq.TS A!ID @6� AT LFASYT IFlrO CqNGREIE OR M450W2Y qNp 5W\L� @E
SPAfim NO MOIZE'fNnN 4H' APART. 'fi1ERE SHALL BE A MINIMlM OF 2 EOLTS P92 PIELP 4U7H OIE BOLT IAGA19� NOT MORE
iMM! 11 INGfE'v OR LES� tNnN S' FROM Qd] OF £KA� PIELE. ALL BOI.'f5 M�5T H4vE A 3" X 9' X I/4' THIGK qAiE WPSF�R
RIM .IOIST LWEFf'fiE,yl4n,LL 5 OR YYiEN PAl85 ARE APPII� ON BOTH FAGES OF A{1AI-L. N15T 41AVE DOUBLE BLOGKIN6 OR
- SEE DfLW11N65 FOR SNEAF2 iRAN5F62 DETAILS. .
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DATE: Ip/�5/18
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