HomeMy WebLinkAbout1629 Howard Avenue - Plans/
CITTADINI RESIDENCE
1629 HOWARD AVENUE, BURLINGAME, CA 94010
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AREA CALCULATIONS PROJECT DIRECTORY PROJECT DATA � z o�
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3r.s•• _ OWNER: 1629 Howard Avenue Pete Cittadini PROJECT LOCATION: 1629 HOWARD AVENUE, BURLINGAME, CA //'� W N
iz.s va• is.ii ya• ? iz-s va•• ia-ii aia• � Budingame. CA 940�0 V J i- �
�_- -____�--- -. r A.P.N.: 028-31G280 Q _1 �
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� �� � "}���� I�� STORIES: 2 �
ARCHITECT: Architecture Allure, Inc. Adam Bittle Tel: (650) 208-1204
r �fiz�sF � '� e-- LOTAREA: 5,011SF 0 U M
I COVEREO PORCH1 � �'�, A�.es sF / B .- 1501 Manposa Street, Suite 308 adam@archallure.com � �
iiz�sF � �, u, '� -,��' � �sF OCCUPANCY: R-3/U �
. _ � ' f � . _ ^ , San Francisco, CA 94103 _
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�� I I � I I - /� / I SURVEYOR: BGT Land Surveying Bryan G. Taylor Tel: (850) 212-1030 � �� O
I I ��� � � � 1206 S. Amphlett Blvd. Suite 3 bgUnfo@bgtsurveying.com P�NNING DEPARTMENT STATISTICS
, I i � � \ � � � �- a � San Mateo, CA 94402 Q Q
iiszxi .- t- SIZEOF PROPERTY: 5,01'I SF Z ••
� I �,- �� as.esxso.an= � '� ns.easP
�. I ', I .. \ 1333.]05F -C 13.2]SF - �
�� 13� ' D RAWI N G I N D EX EXISTING CONDITIONS: 1,637 SF FIRST FLOOR Z a
I � '��, � �.p� 'i ` m� 420 SF DETACHED GARAGE Q �
I � j =�- � I � - f _ ie�,sr 2,057 SF TOTAL N Q
N I, I .� � �. �I ` \� � I K ., � ,. • At COVER SHEET, PROJECT DATA, AREA CALCULATIONS � J
� � I ' � . - � / , = I �.a� x t - � � • SU-1 BOUNDARY AND TOPOGRAPHIC SURVEY Q �
- I� � z s� �� � PROPOSED CONDITIONS: '1,49323 SF FIRST FLOOR
+sz_SssF m • A2 EXISTING AND PROPOSED SITE PLANS �
� J� - � ' � D ' � M �, 0 1 21024 SF SECOND FLOOR L �
� r � I - �-0• ,� e • A3 PROPOSED FLOOR PLANS 239.74 SF DETACHED GARAGE
i.as�.z�sF m ,' .... .. / \ � � - ���6 � 11289 SF FRONT PORCH r
'.. I I \ § • A4 PROPOSED ROOF PLAN � m
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� aesioervce= �' 3,055.90 SF TOTAL PROPOSED
I . is F . AS PROPOSED EXTERIOR ELEVATIONS --------
-� �- , ////// '� • A6 PROPOSED ELEVATIONS 8 SECTIONS
I I -o"� ! / \ m �, • A7 STREETSCAPEELEVATION �
G ryo sF i 'SEE FAR AND LOT COVERAGE CALCULATIONS,
. • { � / _I_ L �/' { .� � • L1 LANDSCAPEPLAN THISSHEET. U
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�� ;_� � 4' P ;�;�s82 - � `� �' GENERAL NOTES CONSTRUCTION HOURS
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`�{ �i _. `4 � �� �' E ��SF �- F�� ea SF � � � \ � � 1. ALL CONSTRUCTION SHALL CONFORM TO THE 20'IB RESIDENTIAL CODE, 2016 CALIFORNIA NO PERSON SHALL ERECT (INCLUDING EXCAVATION AND GRADING), DEMOLISH, ALTER OR REPAIR
m I��'-o'I ica' �� irs � I� m I�''a'-0"i is•3� i� � �r-r }_ m �'� isa• i s-r � BUILDING CODE, 2016 CALIFORNIA MECHANICAL CODE, 2016 CALIFORNIA PLUMBING CODE, 2016 ANY BUILDING OR STRUCTURE OTHER THAN BETWEEN THE POLL04VING HOURS EXCEPT IN THE
� � -- - -- � f , - �--- , . CALIFORNIA FIRE CODE, 2016 CALIFORNIA ELECTRICAL CODE, 2018 CALIFORNIA ENERGY CODE, CASE OF URGENT NECESSITY IN THE INTEREST OF PUBLIC HEALTH AND SAFETY, AND THEN ONLY
I '� � AND 20'I6 CALIFORNIA GREEN BUILDING STANDARDS ALONG WITH ANY OTHER LOCAL AND STATE WITH PRIOR WRITTEN APPROVAL PROM TFiE BUILDING OFFICIAL, WHICH APPROVAL SHALL BE pa��
,� �\ !� LAWS AND REGULATIONS. IN THE EVENT OF CONFLICT THE MOST STRINGENT REQUIREMENTS GRANTED FOR A PERIOD NOT TO EXCEED THREE DAYS. HOLIDAYS ARE THE FIRST DAY OF Drevm ey ._ -
/ FLOOR AREA RATIO (FAR) CALCULATION SHALL APPLY. JANUARY, THE THIRD MONDAY OF FEBRUARY, THE LAST MONDAY OF MAY, THE FOURTH DAY OF Cneaeee ey
2. AS OF JANUARY 1, 2014, SB 407 (2009) RE�UIRES NON-COMPLIANT PLUMBING FIXTURES TO BE JULY, THE FIRST MONDAY OF SEPTEMBER, THE ELEVENTH DAY OF NOVEMBER, THE FOURTH Project No. 18�10 _
` GARAGE= � F{ 239.]4 SF MAXIMUM ALLOWED FAR: REPLACED BY WATER-CONSERVING PLUMBING FIXTURES WHEN A PROPERTY IS UNDERGOING THURSDAY IN NOVEMBER AND THE TWENTY-FIFTH DAY OF DECEMBER. IF THE FIRST DAY OF pa�e Issue
zae.�^sF , /\ (.32 X 5,011 SF) + �,�pp+ (UP TO 400 SF IN A ALTERATIONS OR IMPROVEMENTS. THIS LAW APPLIES TO ALL RESIDENTIAL AND COMMERCIAL JANUARY, THE FOURTH DAY OF JULY, THE EIEVENTH DAY OF NOVEMBER, OR THE TWENTY-FIFTH O��iSi9 oEsicN RENEW
DETACHED SINGLE CAR GARAGE): PROPERTY BUILT PRIOR TO JANUARY 1, 1994. DAY OF DECEMBER FALLS UPON A SUNDAY, THE FOLLOWING MONDAY IS A HOLIDAY. 01a4-19 DESIGx REweW _
� % �� 2,703.52 SF+ 239.74 SF = 2,94326 SF 3. EXTERIOR BEARING WALLS LESS THAN FIVE FEET FROM THE PROPERTY LINE WILL BE BUILT OF
LOT COVERAGE � j� �� ONE-HOUR FIRE-RATED CONSTRUCTION (2013 CBC, TABLE 602). CONSTRUCTION HOURS -
- PROPOSED FAR FIRST FLOOR 4. ROOMS THAT COULD BE USED FOR SLEEPING PURPOSES MUST HAVE AT LEAST ONE WINDOW OR WEEKDAYS: 8:00 AM TO 7:00 PM
MAXIMUM ALLOWED: I >> -3 ��4 j n''3 v4' I A= 73.65 SF DOOR THAT COMPLIES WITH THE EGRESS REQUIREMENTS. 2013 CALIFORNIA RESIDENTIAL CODE SATURDAYS: 9:00 AM TO 6:00 PM _
.40 X 5,0� 1 SF = 2,004.4 SF - � � �� ' C= 1327 SF (CRC) R310. SUNDAYS AND HOLIDAYS: NO WORK ALLOWED .._ _.. _.
D= 1,33378 SF 5. GRADING PERMIT, IF REQUIRED, WILL BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. (SEE THE CITY OF BURLINGAME MUNICIPAL CODE; SECTION 18.07.110 FOR DETAILS) ���
PROPOSED LOT COVERAGE: F= 8.84 SF� 6 AOS q U.S.EPA PHSOE�II CERTIF EDIWOOD BURN NIG EVICEP�CE TO MEET ALL RE�UIREMENTS � � � COVER SHEET�
(NOTE: FOOTPRINT OF SECOND FLOOR IS FULLY , . . . . , _ „_,. . _ .
ENCOMPASSED VNTHIN FOOTPRINT OF FIRST G= '10.00 SF 7. FOR ALL SOLID WOOD BURNING FIREPLACE DEVICES, FIREPLACE CHIMNEY WILL TERMINATE AT PROJECT DATA�
FLOOR.) TOTAL = 1,49323 SF LEAST TV1b FEET HIGHER THAN ANY PORTION OF THE BUILDING WITHIN TEN FEET OR VNLL BE
FIRST FIOOR = 1,49323 SF RETROFIT WITH A FIREPLACE INSERT (NOT A LOG LIGHTER.) 2013 CRC 1003.9. '� ��% �(� FLOOR AREA CALCS�
FRONT PORCH = 112.69 SF 8. ANY CONSTRUCTION PROJECT IN THE CITY, REGARDLESS OF SI2E, SHALL COMPLY WITH THE ��--� -, "- =� L J I��i
PROPOSED FAR SECOND FLOOR CITY'S STORM WATER NPDES PERMIT TO PREVENT CONSTRUCTION ACTIVITY STORMWATER
GARAGE = 23974 SF � � � � � � �
TOTAL = 1,845.66 SF I= 44.89 SF POLLUTION. CONTRACTORS SNALL IMPLEMENT APPROPRIATE AND EFFECTIVE BEST
COMPLIES J= 175.68 SP MANAGEMENT PRACTICES (BMPS) DURING ALL PHASES OF CONSTRUCTION, INCLUDING �, �-•-• ,,� p;.. - �. .
K= �52.69SF DEMOUTION. _ . �g;.: ,e�;�-� -- ' -� � � � � . �
L= 395.36 SF 9. ANY HIDDEN CONDITIONS THAT REQUIRE WORK TO BE PERFORMED BEYOND THE SCOPE OF THE ���' SCALE: AS NOTED
M= 409.62 SF BUILDING PERMIT ISSUED FOR THESE PLANS MAY RE�UIRE FURTHER CITY APPROVALS � ��� �
N= 16.00 SF INCLUDING REVIEW BY THE PLANNING COMMISSION.
O= 18.00 SF 10. GREEN BUILDING MANDATORY MEASURES CHECKLIST WILL BE INCLUDE� WITH PLANS FOR SCO PE O F WO RK
TOTAL = 1,210.24 SF BUILDING CODE PLAN CHECK.
11. DUE TO THE EXTENSIVE NATURE OF THIS CONSTRUCTION PROJECT THE CERTIFICATE OF
FIRST FLOOR = 1,49329 SF OCCUPANCY W1LL BE RESCINDED ONCE CONSTRUCTION BEGINS. A NEW CERTIFICATE OF DEMOLISH EXISTING RESIDENCE AND GARAGE, CONSTRUCT NEW RESIDENCE
SECOND FLOOR = 1,209.93 SF OCCUPANCY VNLL BE ISSUED AFTER THE PROJECT HAS BEEN FINALIZED. NO OCCUPANCY OF AND GARAGE A 1
GARAGE H= 239.74 SF THE BUILDING IS TO OCCUR UNTIL A NEW CERTIFICATE OF OCCUPANCY HAS BEEN ISSUED.
TOTAL PROPOSED FAR = 2,943.2'I SF 12. A COMPLETED SUPPLEMENTAL DEMOLITION PERMIT APPLICATION VNLL BE PROVIDED WHEN
COMPLIES PlANS ARE SUBMITTED TO THE BUILDING DIVISION FOR PLAN REVIEW. NOTE: A DEMOLITION
PERMIT W1LL NOT BE ISSUED UNTIL A BUILDING PERMIT IS ISSUED FOR THE PROJECT.
EXEMPT FROM FAR
PORCH B= 1�2.69SF
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PRESUMED SIRAICHT LINE CONNECTION BETVIEEN IAANHOLES - VERIFY YAhi OTHERS (SEE NOTE)
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� � � �IDGE: 76.4' � - -
APN 028-316-280
5,071 S0. FT.t
BASEMENT
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� � BASEAIENT
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�' MONUMENTS ALONG CRESCENT AVENUE (OUTSIDE MAPPING �
� o LIMITS), AS SHOWN ON THAT CERTAIN RECORD OF SURVEY I
� WFIICH WAS FlLED FOR RECORD IN VOLUME 22 OF LLS MAPS
� PAGE 50, SAN MATEO COUNTY RECORDS, WAS USED AS 7HE
� BASIS OF BEARINGS FOR hilS SURVEY. I
58.38 x � 55.66 � �
II � BENCHMARK �
THE NAIL AND WASHER ON TOP OF THE EAS7ERLY CURB OF I
'i c� CYPRESS AVENUE ON THE APPROXIMATE CENiERLINE
�Q11N N PROJECTION CENTRAL AVENUE, WAS USED AS THE BASIS OF
a o ELEVAl10NS FOR THIS SURVEY �
l l BENCHMARK N0. 87, ELEVAl10N = 44.769 FEET, BURLJNGAME I '^ I
� cirr oATUM. �
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' i EXISTNG RE9DENCE w I
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56.13 �
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' NOTES� AC ASPHALT CONCRETE MH MH (TYPE UNKNOYM)
BW BAp( OF W/�IJ( MIXJ-MON MONUMENT TO MONUMENT DISTANCE
BGT DID NOT RECEIVE A iliLE REPORT COVERING THE SUBJECT ca CATCH BASIN aev PACBELL/SBC VAULT
PROPERtt; THEREFORE, ANY EASMENTS OF RECORD AFFECTING hiE C CENTERLINE ace PCd� VAULT
� P CORRUGAIED AIETAL PIPE PIV POST INDICATOR VALVE �
PROPERTY COULD NOT BE PLOTiED HEREON. G CASTIRON PIPE PP POWER POIE �
57.01 I CO CLEAN WT BOX SDMM STORM DRAIN MANHOLE
� UTILIiIES SHOWN HEREON TAKEN FROM VISUAL SURFACE EVIDENCE CP SURvev conirn0� POirvT S� STREET LIGHT I
I CPP CORRUGATED PUSTIC PIPE SLB STREET LJGHT BO%
t,i AND SHOULD BE CONSIDERED AS APPROXIMAiE ONLY. ACTUAL CN CABLE TFLENSION LINE �� S7itEE7 uGhiT vnuLi
LOCATIONS OF UTILITIES MAY VARY. TRUE LOCATION OF UT1LI11ES Di DROP INLET ssMH SANITARV SEWER MANHOLE
� CAN ONLY BE OBTAINED BY EXPOSING THE UTILITY. EM E�ECmiC ME7ER � SANITARY SENER VAULT
EV ELEC7RIC VAUL7 �C TOP BACK OF CURB
� FF FlNISHED FlOOR �M TEMPORMY BENCHMARK I
.r 1REE LOCATIONS SHOWN HEREON ARE SHOWN SYMBOLICALLY WITH FL t70wunE � TRA�� ��+�
`r SYMBOL SIZES BASED UPON 7T2UNK DIAMETER AT CHEST HEIGHT, AT � � FlRE HYDRANT � TRAFFIC SIGNAL BO% �
� hIE LOCATION WHERE THE TREE ENiERS T}iE GROUND SURFACE. �o cRouNo�R �P NTRFlED CLAY PIPE
LOCATIONS AND SIZES OF TREE TRUNKS CAN ONLY BE CONSIDERED � Guy Guv nNaiat �F WA1ER BACK ROW VALVE I
APPROXIMATE UNLESS OTHERWISE STATED ON THE MAP. TREES OF cv cns vuvE '� 'NA1ER METER BOX
iRUNK DIAMEiER SIZES Of 6 INCHES OR GREATER WERE LOCAlED BY Hc�t HANDICAV RAMP � N'ATER VALVE
HVE HIGH-VOLT ELECTRIC -CN- CABLE IELEVI510N LINE
1HE FlELDCREW. INV. INVERT -E- ELECIRICAL L1NE
IP IRON PIPE -F GAS L1NE �
-OH- OVERHEAO L1NE
SURVEY PERfORMED BY: BGT LAND SURVEYING � �K�ILIOVOLTLE -�D- STORM DRAIN L1NE �
www.bgtsurveying.com � �pT. LATERAL -�- SANITARY SEWER LINE
� LG LIP OF GUTIER -T- 7ELEPHONE L1NE
DAiE OF FlELD SURVEY: APRIL 19, ZO1B 'w' WA�FR L1NE
JOB NUMBER: 18-054
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iS 3272' IN LIEU OF IRON PIPE\
S 58'S6'07' W PER 22 LLS 50
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028-318-280
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2530 Skylwm Oriw
HAle6orouqh, CA 94010
o�.: APRIL, 2018
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--- _ —_ - - STREET '-
HOWARDAVENUE (E)SEWER
CLEANOUT
(E)CONCRETECURB
AND GUTTER
� — ELEV.55.13' �—� � �`�\
�— I
(E)JOINTPOLE � �-' � _ �= �
—� � — OISTANCE BETVJEEN
--�- 7 / (E)SIOEWALKAND
J (E)CONCRETESIDEWA�K / �pROPERTVLINE _�l
TOPOFCURB��- (E)CONCRETE � _ _--�� �I
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PROPERTYLINE � � `
ELEV.56.05' . �J A
� (E) ASPHALT � � -. p �' �
�RIVEWAV ' ' '.� ���
(E) fi'TALLNAODEN �� TO BE REMOVED � s N��,o � F'�
FENCE TO BE � � � .. �
REMOVEDWITHIN �� y" (E)STNRS� T�'�, �
FRONT SETBACK '� y� p�� ❑ S=' �� �
, � � �(Ej SEWER -'�
ELEV.56.05� � �'- � -- (E)COVERED CiEANOUT .� �
BRICK PORCH � TO 6E MOVED
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FLOOR VNNDOW 1�r r EXISTING MAIN HOUSE � I r
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-� ELEV.
PROPERTYLINE I
ELEV. 56.75'
TOP OF C11R8
ELEV. 55.16'
PROPERTV LINE
ELEV. 55.38'
(E) WATER METER
(E) E MAYTEN TREE
TO BE REMOVED
GAS MEfER
BE MOVED
\�
PROPERTY LINE
_/ ELEV. 57.38'
(E) 6' TALL VJJODEN
FENCE TO BE
REMOVED
BLDG
NORTHTRUE
NORTH
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��' - - - SCALE: 1/B" = 1'_0"
2� 8�
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0' 4' 16'
SITE PLANS
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_ __ - CENTERLINEOF __ �
_ - -� STREET
HOWARD AVENUE
(E) CURB CUT TO BE REMOVED_
REPLACED NATM SIDEWALK i0
MATCH EXISTING
(E) JOINT POlE�1
ELEV 556f
PROPERTY LWE
ELEV. 56.05—
NEW WOODEN FENCE. 5
TALL MAXIMUM WITHIN —
FRONT SETBACK
NEWTREE �
NEWCLEANOUT —
ELEV. 56.06'�
ELEV. 56.iT—
� �
NEW 8' TALI
WOODEN FENCE
NEW GATE TO TIE _
INTO FENCE
ELECTRICAL METER -
GAS METER -
PROPOSEDSECOND
FIOOR STAIR NANDOW
5'-0' X 5'-0' SEGOND
FLOOR WINDOW
— — — RiocE
7-0'X 3'-0" SECOND
FLOORNANDOW \
ELEV.
NE W TftEES
PROPERiV LINE
ELEV. %.75—
(E)CONCRETE #
CURB AND GUTTER
I�- ELEV. 55.13' --_
��-� (E�('pNCRE7ESIDEW�K
-- �, �ISTANCE BETWEEN
, (E)SIDEWA�KAND�
PROPERNLINE —
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` \ __ � OPERT' INE69.97'
__� ElEV.56.83'- .
TOP OF CURB
ELEV. 55.16'
PROPERtt LINE
ELEV. 55 38'
(E) SEWER CLEANOUT
TO BE MOVED
(E) WATER METER
TO BE MOVED
�
NEVJ6'TALL
��_ VAODEN FENCE
ENDS AT AOJACENT
RESIDENCE
GARAGEROOF
OVERHANGSHOWN
DASHED
FOAM INSULATION
SHALLBEINSTALLE�
TO AV010 EAVE
VENTING AND GABLE
EN� VENTING.
PROPERTY LINE
/ ELEV. 57.38'
NEW 8' TALL
W90DENFENCE
BLDG
NORTHTRUE
NORTH
`�
�, _ PROPOSED SITE PLAN ��
--__ _---
A1 SCALE: 1/8" = 1'-0"
2' 8'
��
0' 4' 16'
NOTES:
1. ALL CURB, GUTTER, DRIVEWAY AND SIDEWALK
FRONTING THE SITE SHALL BE REMOVED AND
REPLACED.
2. ALL EXISTING SANITARY SEWER LATERAL
CONNECTIONS SHALL BE PLUGGED AND A NEW 4"
LATERAL SHALL BE INSTALLED.
3. ALL WATER CONNECTIONS TO CITY WATER MAINS
FOR SERVICES OR FIRE LINES ARE TO BE INSTALLED
PER CITY STANDARD PROCEDURES AND
SPECIFICATIONS.
4. AN ENCROACHMENT PERMIT WILL BE REQUIRED FOR
ANY UNDERGROUND UTILITY WORK WITHIN THE CITY'S
RIGHT-OF-WAY.
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Checked By
Rojecl No. 18-10 _ _ _
Date Issue
Ot-1S19 DESIGNREVIEW _ _
OT-14-19 OESIGNREVIEW
EXISTING AND
PROPOSED
SITE PLANS
SCALE: AS NOTED
A2
�- PROPERTY LINE
I 8'-�" � 72'-2 1!2"
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EXTERIOR BEARING WALLS ��. — II �
LESS THAN 5'-0" FROM ' -
PROPERTY LINE SHALL BE �. I I — — COAT
CONSTRUCTED OFONE � I i}' }I
HOUR FIRE RESISTANCE ; I I I �I I1 �� I I I� I
RATED CONSTRUCTION I� �, �
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GENERALNOTES
1. PER OPENING PROTECTION REQUIRED IN 2016 CRC TABLE R302.1(1),
THE BUILDING FACE MORE THAN THREE FEET FROM THE PROPERTY
LINE OR THE GABLE END VENTING AND EAVE VENTS MUST BE
ELIMINATED AND ATTIC VENTILATION MUST BE ACHIEVED THROUGH
OTHER MEANS.
�� 2. ROOF EAVES SHALL NOT PROJECT WITHIN TWO FEET OF PROPERTY
j LINE PER 2016 CRC TABLE R301.1(1).
3. EXTERIOR BEARING WALLS LESS THAN FIVE FEET FROM THE
�� PROPERTY LINE WILL BE BUILT OF ONE-HOUR FIRE RATED
, CONSTRUCTION PER 2016 CRC TABLE R302.1(1).
MECHANICAL
1. IF PROVIDED, EXTERIOR MECHANICAL EQUIPMENT SHALL NOT
I EXCEED A MAXIMUM OUTDOOR NOISE LEVEL (dBA) OF SIXTY (tl&4)
DAYTIME (7:00 AM - 10:00 PM) OR FIFTY (50) dBA NIGHTIME (10:00 PM -
7:00 AM) AS MEASURED FROM THE PROPERTY LINE. BMC 25.58.050
2. EXITTERMINALSOFMECHANICALORAFTANDDIRECT-VENT
VENTING SYSTEMS - WHERE THE PROPERTY LINE IS LESS THAN 10'
FROM THE EXIT TERMINAL OF ANY NEWLY INSTALLED OR
REPLACEMENT HIGH EFFICIENCY MECHANICAL EQUIPMENT THE PIPE
SIZE OF THE FINAL 10' OF ANY TERMINAL MUST BE INCREASED TO 3"
OR, AS AN ALTERNATIVE, MANUFACTURER-APPROVED BAFFLES MUST
BEINSTALLED.
OPENINGS
I ELEVATION TOTAL % OPEN AREA AREA % OPEN
AREA ALLOWED ALLOWED PROPOSED PROPOSED
WEST A 563.57 SF 25 % 140.89 SF 49.30 SF 8.7Mo
WESTB 31.475F UNLIMITED UNLIMITED 14.14SF 45%
WEST C 103.05 SF UNLIMITED UNLIMITED 1625 SF 15.7%
WEST D 89.38 Sf UNLIMITED UNLIMITED 19 SF 21.3�
WEST E 192.48 SF UNLIMITED UNLIMITED 24.39 SF 12.7%
PER 2016 CBC TABLE 705.8:
-FOR WA�LS WITH A FIRE SEPARATION DISTANCE OF 3' TO LESS THAN 5'
FROM PROPERTY LINE, THE MAXIMUM AREA OF PROTECTED AN�
PROTECTED OPENINGS IN AN R3 OCCUPANCY IS 25%.
-FOR WALLS WITH A FIRE SEPARATION DISTANCE OF 5' OR MORE, THE
AREA OF UNPROTECTED AND PROTECTED OPENINGS SHALL NOT BE
LIMITED FOR GROUP R-3 OCCUPANCIES.
PLEASE NOTE, ALL OTHER ELEVATIONS HAVE A FIRE SEPARATION
DISTANCE OF MORE THAN 5' FROM THE PROPERTY LINE.
-�— -_ - - � �� I!
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Project No. 18-10 _ _
Date Issue
01-1519 DESIGN REVIEW
714449 �ESIGNREVIEW
PROPOSED
FLOOR PLANS
1' 4'
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SCALE: 1/4' =1'-0"
A3
30' MAXIMUM BUIIDING HEIGHT 30' MAXIMUM HEIGHT
' ._-._; __--------____.5112�, -_ -___..__ -�. ",-.-.-
__-._._--_-_______--____ __-------- _. -------_ __.. __-__._____
VWODCORBEL ' s�,r- � �
PAINTED 6X12
12
6� \�' ^ �PAINTED STEEL �+zfi ��83 ��� 12 �'
\�
PAINTED WOOD ,, --� � —T � � i '
� TRIM , TO. RIDGE - � � 6'-
�
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PAINTEDALUMINUM � � � � � i CHIMNEYCAP '� �� -�- . _ ... . .
CLAD WINDOWS _ �- - . �� � ..� °, - .. ---- ----��
WITH TRUE SIMULATED � � - � '--' �, � � - . . % �.
DIVIDED UGHTS. - - � � \ : . �, ' _ � � � �-� -� .: _: � . � . . -
�PAINTED Ve00D - � ...� �� � . . �\\ � '.. \� �
+26'-7" 83'-1 T')�
PAINTEDALUMINUM T.O. RIDGE . �I
CLAD WINDON5 WITH ' �.
SIMUL4TED TRUE DIVIDED LIGHTS
PAINTED 4WOD - ,
TRIM
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TRIM i
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� '� / � -- -} - - I SHINGLE SIDING � W F-'� � � BRACKETS �� �� � y � a � � ' W i
�'� �G'T/ GRES � . �� I. . 1- � ' x x �Gi a �. . EGRE I � n'� x �.
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= � - �— - . � STONE CLADDING � , '1 _ i � MITERED AT � I � ��N� �. ��. _-6X12 ; �
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\����i �� . i i :. � �'�'-- .61 SF N -- i. \� CORNERS . . '. �. _ . -.�17.3SF _— WOOD
r��. Gi . . . . � __. . —__. - ' - � 7�0 ' +11'-1� 1/4" O�G��, Y ^ I �' _.585F '. -.. . i . �--� ._� / / .. �� CORBEL \ o
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� � GUTTER AND II
, zl � � � ���, �--i— � i'--�--' � i DOWNSPOUT w z � `v �i i I . �� -- i I-i-!, f ��', � !-T--% I Iz ,z N
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� � CLAD PATIO DOORS � � i, I I � �'t-
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� I i � � I SIMUL4TED � m ,. i PAINTED WOOD o , -� � �� _ _ _ _�� � � � � � �I ��' ', N DECLINING HEIGHT �
_ . .� �- . . u . .
- - ' � -� �—�' � �. DIVIDED LIGHTS. = a � � SHINGLES ' I � i - -- ---- - .-
. _ - � '--� --� ''. . , � . ENVELOPE - 56.40' i
�� - �� �� � . !q ,,, ! �. � ' , , -__..__ ..—_ .-_. .; � __ �.� :
� . . �. '�, �;. � I ��I ��� �''�I : I � I —. 0'-0" � '�, 0'-0" � I �, PA4NTED WOOD� �I I T . .. � 2'�.6 _i/2 � . � �
I -..-.I � . m �
, - I i ! I, i .,_._ I �i I i �.. . � I �,_���
I
_ . . .. - .. . . ._-- -�-' I- - - -I , . �, T.O. FIN. FL� I� T.O. SLAB � I ' I� ..; � _.. . . �. � PORCH AND STAIRS.. . � � ;� _ � ' I . . . . I �
� .. ...� - � i � 1 I - . . . I /T.O. FIN. FLR. �
.. ---------
------..----�- �. . . T . ,.�
I - -- �- - - - - - - - - _. -:-- -- - :... .
�-- ------ ----- --
-v �1 iE)GRADE_ - ------��� . - --- -- �-� � _ --�-----�- , ,
� ^
� STONE CLADDING ELEV - 57$8' � 1'-11" 55'-5" I � � L--`- —�-
`- (E) GRADE � ( ) � �_ t_ i,. - - - ._ {- - - � -� -� �, �55._5.,�
AVERAGE (E) GR4DE AT FRONT AND � qVG. CU B � � � STONE CLADDING (E)�' GR4DE �` qVG. CURB HEIGHTY �
� ELEV = 5675' AVERAGE EXISTING REAR PROPERTY LINES FOR DECLINW� !�__ (E) GR4DE AT PROPERTY I � PAINTED WOOD ` STONE i
. GRADE AT PROPERN HEIGHT ENVELOPE = 56$8' � LINE = 55.38' 1 SHAPED COLUMN CLADDING pAINTED WOOD � �� ELEV = 56.06' �',
AVERAGE (E) GR4DE AT LINES \ PAINTED VvUOD DOOR AVER4GE CURB HEIGHT = 55.41'--�
��--- FRONT AND REAR PROPERTY AVERAGE CURB HEIGHT = 55.47' � ��_ AVERAGE GRADE AT PROPERTY \ SECTIONAL GARAGE
LINES FOR DECLINING LINES FOR DECLINING HEIGHT EXTERIOR SHIELDED LIGHT�
HEIGHT ENVELOPE = 56.40' ENVELOPE = 56.38' ��R FIXTURE, LIGHT MUST BE
FOCUSED DOWNWARD, TYP.
;�, PROPOSED REAR ELEVATION 2 � PROPOSED FRONT ELEVATION
,, A� � � — -- �� � ---
0
COMPOSITE /
PAINTE� STEEL CHIMNEY CAP ---� SHINGLE ROOF
�, � 30'-0" MAX. HEIGHT
--------�
. . ... . . . . . .. k I
, __. . . � � _" ��. . i,,, � . _-.. : � ��, .. .. �. . .... +26'-7" (83'-'I'I") ' '
II _-.: .. �. .... _. ". ... _.�� . .. . .. T.O. RIDGE . � ��.
�. , :__ �:. .. . . �_ ....� ..-�._. . . ;...... . . .. ..". � . . , .
_ __ _ --
. �.._�- -_,: . . .�.�� _ . . : ; . _.. . _._.::... .. 12 . . ._. . . ._ . . . .. ..
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�t -- �
I � j I . . . - _- . _ � . -:. �... - --. T.O. PLATE � ..
� DOWNSPOUTS I ''� I ' - ��'' I ��; . �
� PAINTEDALUMINUM I . ~ I' � �� � -� - �'
! �I �' �I SHINGLE SIDING I I
�, CLAD WINDOWS II—l'-� � , � - �, �_ , �� � � � � 5 1/2" � MITERED AT CORNERS �
. .. . ... � - . � w�� �
� ��
.� _ —__ . ._ . . .
WITHTRUESIMULATED I . . � �, ...— �p. : Oo' '
COMPOSITE � -�� - --�- - �------ i
DIVIDEDLIGHTS I!- � -� � PAINTED4VDOD � -- � �
SHINGLE ROOF � I I � !�- SHINGLES _� � � � �'
� PAINTED WOOD _6ii j . I � � . . . . � � � � � . �. . 0 .
; 11'-11 1/4„ TRIM _ I . � . . . . _.... � ',. . ,\ _ ,. '�.' .. 11,_Z„ . a
__-__. � . - . ; . _-_ _ .-.�. O
� T.O. RIDGE . _ . ..:- - . . � -_ . . - . �. . � �� ' � . . � . . �. . �- - � -- � . . . - . .. T.O. FIN. FLR. � � . ,
W, . . .. . _._ . . . . . . I I� " -: �.� . -.- . _._... ... - ' �� ��.
� T.p'�� � i, - �. .-� _--- � - --- -- --- � � . �_ .: _� . . �.�. �: . I .. : i - - ' I . . :. _ ��— --- '- ,, � ------� _� _— fi' T.O. PLATE � o �� � J I
, � � . . ... ._ � ;
� _ . .-_ . . � i I .. .. � I .
PAINTED WOOD � I
,. � � � _. _.._ - . . . ���i �. ��� �I �� -_ � �� ��� - - �� ��I �I � � � �� �� � - � — TRIM & 3X12 CORBELS 0 � '_ a I
, I I W _ � i i I I i _�I � ' z
_ �: _ il I �_ ,' _ i _ , �- ' � ° I a
�, 1 � -�� R . . . - � - I � -- � . � � I : . . i PAINTED WOOD w'� .
�. � - - �PAINTED VWOD - " � . � I � I_. _I I �� � � � � I '_ - I � �� � SHAPED COLUMN � �'
' � SHINGLES � I � � ' - I I �� � �I_ � -_ �i �I � � �'I � �— � � � � �
� � � I -, i PAINTED WOOD
I �I ___ . . . . ... . _. . . I I �.f _�� _. . I .�L— i � . __ . -_ -_� ..__ '�� PORCHANDSTAIRS � .
O,'�'' ._ . .. . . . � I I. � I ...- . . . � � . . � . � �
� � ' I � � - - - - - - - . . . . . i � , . . ,.._ , . � . . ,. . . . I .... .. . ' ; �,_p�� a .
�. T.O.SLAB � .. �,�'�. --- ��, . . . � . _ �. .. . . .
I i , �
. -_ - � I � � -.'- � Y T.O. FIN. FLR. ,
---- -
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---- ------------- ___ �
E GRADE �-- - �---------- '
I �� 1 -�11" (55'- __ ,
----- ----- �
---- - � �.
- -- '----- ------------- �—
�--- � � STONE CIADDING � �'� ' i �_
ELEV = 57.38'
-- STONE CLADDING � � _ 5� � �
�— EXISTINGGRADE
r
�� AVG. CURB HEIGHT /!
AVG. CURB HEIGHT — �
�, PROPOSED SIDE ELEVATION E�E�=55.4,� �'
(E) GRADE ELEV = 55.38' -
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Date
Dnwn By
C�ecke0 By
Projecl No.
Oa1e
OtdS1s
OT�12�19
PROPOSED
EXTERIOR
ELEVATIONS
1' 4'
0' 2' 8'
SCALE:1 /4" =1'-0"
��
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� +26�_�., �83'-1'I") ; �
T.O.�
11�_2" (B8� 6��)
�T.O. FIN. FLR. �
2 +10,_°„ (sT-a") _ _..
� T.O.PLATE
COMPOSITE
_ _ - SHINGLE ROOF �
-------_30'O..MAXIMUMHEIGHT---------------------------------------------__. ._------------ ------- ----_ . ----
---- ---------------- --------� ----�---- -
, -�� --� +26, 7 83'-,1"' __ _
I I . T.O. RIDGE
GUTTER AND
DOWNSPOUT
PAINTED6X12 ' ' . .. �. .. � . . . . - ll i;: i -:-- � ..: ; � .:_... . .. . . . ...
. . . . --- - � J, _ _ . _�: . . . . . .
VvUO� CORBEL _-_-- . . . . . . � � _ __ _ ..,____.,. __. _ .. . . .. . ... .. . .
7/2" . . . .. . �... . . . ._ ...` _..._ . . . -._ _._. .-_ _ ._... . _ . .. . �. .
_ . . . - - �-- -- -
.t-. . .. _. _ ..- -- - - - - - -
� -- _ � �
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_
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. -� ... . . . ... . . _ _ . . _. __ ... . _.. . . . . . .. . ...
a� . . _. . _. . .. .. . . ._. .._ .. .. .. .
'�\�. � .� �. ..I � i �. �: .� ,� :��- � : I� ._I I �� _. �.:. �.��
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' - - � PAINTED ALUMINUM
�' I i ' -- - '� CLAD NANDOWS WITH
� w � SHINGLE SIDING J I '� � I . I � - _ i - � i �_ -- - � -� � �W TRUE SIMULATED DIVIDED LIGHTS
� � � MITERED AT CORNERS � � i ' � I � � -- � -
', � '�, , . . . i I � I �.7 �_- _.._ ----': fl__-- -.i � �.� PAINTEDWOOD
LL . . . . . I '. � _ - � -- .:. - � -- � --. . . . TRIM SHINGME ROOF
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T O. FIN. FLR � � �
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. I J ' �., .. � � �---� � ~� � ! � I I �-y-"__;.'. _LIGHT FIXTURE� LIGHT�,
- � I
� I' ' ' � � - - - - - � I ,, SHALL BE FOCUSED �
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a � i �.% ; ��� . .. �, _ . . i, �' I . I I DOWNWARD, TYP.
p�� o' � ` ---- . . R� P2.IN7EDINOOD • ; ; I . � o
� � . . . . . 7 7 i �.._ - � .. , _ . � SHINGLES �.. _� �� � � � ' {r -- I '�, � � � � � I . � . _
ro � . . .. I IL i . . �
I _ T �� _�� I ' '4 DOWNSPOUT '� °' ��
i p I �.. . , . ... ... _ � -T li �'�' . .. -+ I �- � j, � ',i� i � �I�.� �' _PAINTEDWOOD I
. � .. -- _- r ._ - - ___.-- -. . - _- -- __.. � i . . . .. . � � � � .
' � � . . - ------ - . _ . .. . . . . � i �� : SHINGLES
, � 0,0, .. _.____. ._ � — � - �--.__----.. __ _ _ . I . , � �
� II I I I f-f:rT _-- __ _ T _ _- i ;, I I I , - o,_o,.
., _
�T.O. FIN. FLR. , I .. .. . .. ,., i . . ' i . .. �� .
_ _ _ _ -- - � ,
--i_ .�_ � � T o. s- i.ae �
i !,I — _ __ - - _ -- -,�.
i , � "�� �� - � � _ � � i l
� -- ----- --- ---------------------
-- --_ :I-- --- -- --- ---- - ------------ I---
--- � ----- ---
� - - l� �r � � - � - ---- - ----- - --- -- -- � PAINTED WOODTRIM - (E) GRADE _�
�-�� -
T-11 (55-5') � J � '�__ PAINTED ALUMINUM _� ELEV = 5675'
� AVG. CURB HEIGHT � STONE CLADDING CLAD PATIO DOORS
� � - � (E) GRADE
' AVERAGE CURB HEIGHT = 55.4P--
� (E)GR4DEELEV=56.W'
A6
PROPOSED SIDE ELEVATION
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Date
oann By -
Checke0 By
Project No. 18-10-
Date Issue
01-1519 DESIGNREVIEW
02�12�19 OESIGN REVIEW
PROPOSED
ELEVATIONS
& SECTIONS
�, o�-o^ csr-a°>
T.O. FIN. FLR. \ .
��, _PROPOSED SECTION
A6 � - - -- ----
,�, PROPOSED SECTION
A6 -- -- - -- - --
1' 4'
0' 2' 8'
SCALE:1 /4" =1'-0"
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