HomeMy WebLinkAbout20230165 Exterior Mods Revised Plans STRUCTURAL NOTES GENERAL NOTES CONSTRUCTION DOCUMENTS N
O W �
N � c� o0
1 . ALL STRU CTU R AL DESI GN ELEM EN TS AN D 1 . ALL GEN ER AL N OTES ON TH I S SH EET APPLY TO 1 . TH E ARCH I TECT EN GI N EER H AS N OT BEEN RETAI N ED � � � W W Z �
� H J W �
ALL D R A WI N GS. � z c�
COM PON EN TS ARE DERI VED �ROM APPLI CABLE �OR CON STRU CTI ON OBSER VATI ON OR ADM I N I STRATI ON •- � 0 � � v - O w ,
P R O V I S I O N S O� T H E 2 0 2 0 I N T E R N A T I O N A L A N D A S S U M E S N O R E S P O N S I B I L I T Y �O R �I E L D C H A N G E S, � z I� U � -J w a O �
R E S I D E N T I A L C O D E A S A D O P T E D B Y N E W Y O R K 2. T H E C O N T R A C T O R S H A�� B E R E S P O N S I B�E �O R A�� CON TRACTOR M ETH ODS M ATERI A� SE�ECTI ON S PROD 4� ^ •- Y Z a ~ �� J
CON STRU CTI ON M EAN S, M ETH ODS AN D SEQU EN CI N G AN D � , U CT 4� c� �O � � '� Z a a
STATE U N LESS OTH ER WI SE N OTED ON TH E PER�ORM - � o � o �
SHALL BE RESPONSIBLE TO THE OWNER �OR PROVIDING ANCE OR WARRANTY OR SA�ETY DURING � •- N } � O �
zo _ o �
DRAWINGS. WHERE NOTED, CERTAIN STRUCTURAL CONSTRUCTION. •- _ � W � �
MEMBERS MAY BE DESIGNED USING: A SA�E WORK ENVIROMENT DURING THE CONSTRUCTION � I`� .. a � ..Q J z
W
-TH E AM ERI CAN �OREST AN D P PERI OD. � � Z Z � v � v � w
A P E R A S S O C I A T I O N 2. L A W D O E S N O T P E R M I T A L T E R A T I O N S T O T H E S E � I C� - Z W W I� t i� m
(A�B c P A) N A T I O N A L D E S I G N S P E C I�I C A T I O N S (N D S) D O C U M E N T S. T H E A R C H I T E C T E N G I N E E R M U S T A P P R OV E W � � � Z O a � z t� w c�
3. T H E S E D R A W I N G S D O N O T I N C L U D E N E C E � � � - w
-M I N I M U M D E S I G N L O A D S �O R B U I L D I N G S A N D S S A R Y A N Y A L T E R A T I O N S T O °0 � a z o � � a = Q
C O M P O N E N T S �O R C O N S T R U C T I O N S A�E T Y. T H E C O N T R A C T O R T H E D R A W I N G S. A B S E N T S U C H � � p � w z v� � _
O T H E R S T R U C T U R E S (A S C E 7) A P P R O V A L T H E A R C H I T E C T E N G I N E E R I S N O T � � � - w _= o�
I S R E S P O N S I B L E �O R T H E D E S I G N A N D C O N S T R U C T I O N � � � � � � _
� � H JtI� C� W
O� A L L T E M P O R A R Y S U P P O R T S. B R A C E B U I L D I N G U N T I L R E S P O N S I B L E �O R S U B S T A N T I V E C H A N G E S. � � � g g � Q Z = W
2. N O GEOTECH N I CAL EVALU ATI ON H AS BEEN DON E ALL STRU CTU RAL ELEM EN TS N EEDED �OR STABI LI TY ARE •- '� � O w Z g � ?
I N CON N ECTI ON WI TH TH E �OU N D ATI ON D ESI GN. I N � °' � •- Z o � a �
3 TH ESE P LAN S AR E I N STR U M EN TS O� SER VI CE �OR
INSTALLED. - �, � � � 4Z � OZ
ACCORDANCE WITH TABLE R401 .4.1 THE LOAD THE CONSTRUCTION O� ONE BUILDING ONLY AND ARE � � a � � v� } � w
BEARIN G PRESSU RE U SED �OR DESI GN O� A�� NOT TO BE COPI ED IN AN Y �OR � � � �' � a � W Q cn
4. T H I S B U I L D I N G H A S B E E N D E S I G N E D I N C O M P L I A N C E M W H A T S O E V E R W I T H O U T .- � � � t� Z � H
�O U N D A T I O N S U P P O R T I N G E L E M E N T S I S 2 0 0 0 P S� W I T H T H E R E Q U I R E M E N T S O� T H E C U R R E N T R E S I D E N T I AL T H E E X P R E S S W R I T T E N C O N S E N T O� A R C H I T E C T/E N G I N E E R. � � � _ o � p } �
�O R S A N D , S I L T Y S A N D, C L A Y E Y S A N D, S I L T Y
> > wc� a a
EN ERGY CON SER VATI ON CON STRU CTI ON CODE O� N EW � Q � W
GR AVE� AN D C�AYEY GR A VE�. I� OTH ER SOI� YOR K STATE AN D TH E R ESI D EN TI AL CON STR U CTI ON COD E 4. TH E P�AN S AR E N OT VA�I D �OR U SE I N OB TAI N I N G '� oC
TYPES ARE ENCOUNTERED IN EXCAVATION OR I� A BUILDING PERMIT WITHOUT THE APPLICATION O� THE �
TH E ACTU AL SOI L B O� N EW YORK STATE. APPLI CABLE CODE I S I RC 2020 „ „
EARI N G PRESSU RE I S VERSI ON AS ADOPTED BY N YS. ORI GI N AL SEAL AN D SI GN ATU RE O� TH E ARCH I TECT
QU ESTI ON AB LE, CON SU LT WI TH AR CH I TECT/EN GI N EER EN GI N EER ' '
�
5. ALL M ATER I ALS SH ALL B E I N STALLED I N ACCOR D AN CE �
3. IT IS NOT ANTICIPATED THAT GROUND WATER � �
WITH THE MANU�ACTURER S WRITTEN INSTRUCTION AND 5. THESE DOCUMENTS WERE PREPARED �OR THE
WI LL BE EN COU N TERED I N EXCAVATI ON S. �OOTI N GS RECOM M EN DATI ON S. TH E CON TR ACTOR SH ALL DELI VER TO CON STRU CTI ON O� A SI N GLE PROJECT. AN Y U N AU TH ORI ZED
SH ALL N OT BE POU RED WI TH I N SEASON AL H I GH TH E OWN ER ALL M AN U�ACTU RER'S WARRAN TI ES GU A U SE O� TH ESE DOCU M EN TS I S EXPRESSLY PROH I BI TED • •
, R AN TEES,
GROUND WATER ZONES. CONSULT ARCHITECT/ LITERATURE AND OPERATIN AND CONSTITUTES THE�T O� SERVICES. � . .
ENGINEER I� HIGH GROUND WATER IS ENCOUNTE G INSTRUCTIONS �OR ALL �
RED PRODUCTS AND EQUIPMENT.
0 Z
0
STRU CTU RAL DESI GN LOADS: LI VE LOADS � -
6. DI M EN SI ON S AN D DETAI LS ARE BASED ON TH E BEST �
A VA I L A B L E I N�O R M A TI O N A N D TH E C O N TR A C TO R S H A LL FIRE CARBON MONOXIDE AND SMOKE DETECTION NOTES � a
SLEEP I N G R OOM S....................30 P S� N A
BE RESPONSIBLE �OR VERI�ING �IELD DIMENSIONS BE�ORE ' � �
ORDERING MATERIALS AND PRE�ABRICATED ITEMS. p C�
NON-SLEEPING ROOMS...........40 PS� 1 . UNLESS OTHERWISE INDICATED ON THE DRAWINGS, HARD-WIRED � �
7. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED SMOKE DETECTING DEVICES MUST BE INSTALLED IN EACH NEW � W
M ATER I ALS AN D COM P ON EN TS O� N ON-SP ECI�I ED I TEM S, SLEEP I N G R OOM, OU TSI D E ALL N E W SLEEP I N G AR EAS, ON EACH V �
FRAMING NOTES SU CH AS: N AI LS, �LASH I N G, ETC. TO P R OVI D E A COM P LETE STOR Y WI TH OU T SLEEP I N G R OOM S, I N B ASEM EN TS WI TH OR W
CON STRU CTI ON PROJECT, SOU N D AN D WEATH ER TI GH T AN D WI TH OU T H ABI TABLE SPACE. N ON E ARE REQU I RED I N U N I N H ABI TABLE � � �
W
1 . ALL WI N DOW DOOR H EADERS TO BE TWO (2) 2x1 O'S TO COM PLY WI TH CU RREN T STAN DARDS O� QU ALI TY ATTI CS. ALL DETECTORS I N N EW CON STRU CTI ON M U ST BE �
CON STRU CTI ON. I N TER-CON N ECTED. Q
U N LESS OTH ER WI SE N OTED (SEE �R AM I N G PLAN S). ALL 0
HEADERS IN OPENINGS 72" OR MORE MUST BE 8. THE CONT
SUPPORTED BY DOUBLE JA RACTOR SHALL BE RESPONSIBLE �OR INSPECTING 2. CARBON MONOXIDE ALARMS IN DWELLING UNITS SHALL
CK STU DS. H I S OWN WORKM AN SH I P TO TH E EXTEN T TH AT SATI S�I ES TH E BE I N STALLED OU TSI DE O� EACH SEPARATE SLEEPI N G AREA
OWNER.
„ IN THE IMMEDIATE VICINITY O� THE BEDROOMS. WHERE A
2. ALL �RAMING TO BE 8 MINIUMUM ABOVE �INISHED �UEL-BURNING APPLIANCE IS LOCATED WITHIN A BEDROOM
GRADE. 9. ALL WORK SH ALL BE PER�ORM ED IN TH E BEST AN D OR I TS ATTACHED BEDROOM, A CARBON M ON OXI DE ALARM
M OS T P R O�ESSI ON AL M AN N ER B Y M ECH AN I CS SK I LLED I N SH ALL B E I N STALLED WI TH I N TH E B ED R OOM. "
3. ALL �R AM I N G TO B E �ASTEN ED I N ACCOR D AN CE �
TH EI R RESPECTI VE TRADES. �
WITH TABLE R602.3(1 ) O� THE 201 5 INTERNATIONAL 3. SMOKE AND CARBON MONOXIDE ALARMS MUST BE PROVIDED
W
RESIDENTIAL CODE AS ADOPTED BY NYS. 10. THE CONTRACTOR SHALL VERI�Y ALL DIMENSIONS IN WITH BATTERY BACKUP, EITHER INTERNAL OR REMOTE.
W
W
�IELD AND REPORT ALL DISCREPANCIES TO THE ARCHITECT/
4. ALL EXTERIOR WALLS TO BE 2x6 @ 16" O.C. WITH ENGINEER �OR RESOLUTION. 4. HARD-WIRE DETECTING DEVICES MUST BE POWERED �ROM A � -
R-21 �IBERGLASS BATT INSULATION UNLESS OTHERWISE LIGHTING CIRCUIT WITH NO INTERVENING SWITCHES. ELECTRONIC, �
„ �
N OTED. ALL I N TERI OR PARTI TI ON S TO BE 2x4 @ 1 6 O.C. 1 1 . OWN ER AN D BU I LDER SH ALL COM PLY WI TH TH E LAWS , LOW-VOLTAGE SYSTEM S ARE ALLOWED PROVI DED TH E SYSTEM r�
�
UNLES STATUTE COMPLIES WITH N�PA 72 vJ
S N OTED OTH ER WI SE. S AN D R U LES TH AT GO VER N CON STR U CTI ON O� W
TH I S R ESI D EN CE. U)
5. (NA) INSTALL METAL OR WOOD BRIDGING AT THE MIDPOINT -
O� ALL JOI ST SP AN S EXCEP T WH ERE N OTED. N OT 1 2. ALL M EAN S AN D M ETH ODS O� CON STRU CTI ON ARE -
REQUIRED WITH ENGINEERED JOISTS. THE RESPONSIBILTY O� THE CONTRACTOR, INCLUDING BUT PLUMBING, HEATING, VENTILATING AND AIR
�
NOT LIMITED TO SHORING, SUPPORT AND BRACING O� CONDITIONING SYSTEMS= W
�
6. PROVIDE DOUBLE �RAMING AROUND ALL �LOOR EXISTING STRUCTURES AS REQUIRED �OR THE WORK. CONSULT
�
WI TH TH E AR CH I TECT EN GI N EER WH ER E N ECE �
OP EN I N GS AN D U N D ER ALL B EAR I N G P AR TI TI ON S / SSAR Y.
P AR ALLEL WI TH JOI ST D I R ECTI ON. M OD I�Y �LOOR 1 . ALL H VAC WOR K, EQU I P M EN T, ETC. SH ALL
�
�R AM I N G AS R EQU I R ED TO ACCOM OD ATE P LU M B I N G 1 3. COOR D I N ATE SELECTI ON O� ALL M ATER I ALS AN D B E I N ACCOR D AN CE WI TH TH E 2020 I N TER N ATI ON AL
AN D M ECH AN I CAL REQU I REM EN TS WI TH OU T A��ECTI N G PRODU CTS N OT SPECI�I CALLY CALLED OU T I N TH E RESI DEN TI AL CODE AS ADOPTED BY N YS.
STR U CTU R AL I N TEGR I TY. SP ECI�I CATI ON S AN D ON TH E D R A WI N GS SU CH AS: �
P AI N TI N G M ATER I ALS AN D COLORS, I N TERI OR �I N I SH ES, 2. TH E H VAC CON TR ACTOR SH ALL CON D U CT ALL TESTS
�
7. INSPECT ALL LUMBER �OR DE�ECTS BE�ORE LIGHT �IXTURES, CABINETRY, APPLIANCES AND ACCESSORIES, AND INSPECTIONS O� HIS WORK AS REQUIRED BY THE
INSTALLING . DISCARD ANY SUCH LUMBER. ALL RA�TERS WITH THE OWNER.
OWN ER AN D LOCAL EN�ORCEM EN T AU TH ORI TY.
�
AND �LOOR JOISTS TO BE INSTALLED WITH CROWN UP.
1 4. TH E CON TRACTOR SH ALL PROVI DE A ON E-YEAR 3. TH E H VAC CON TRACTOR SH ALL COORDI N ATE H I S
8. ALL �RAM I N G STU DS TO BE #2 CON STRU CTI ON GRADE GU AREN TEE O� M ATERI ALS AN D WORKM AN SH I P �OR ALL WORK WI TH TH E WORK O� ALL OTH ER TRADES. .
UNLESS NOTED OTHERWISE. RA�TERS AND JOISTS TO WORK UNDERTAKEN, COMMENCING AT SUBSTANTIAL
START DATE.
BE SP� N O. 2 OR BETTER. DO N OT CH AN GE SI ZE OR COM PLETI ON. TH E WORK I S ALSO SU BJECT TO APPLI CABLE 4. ALL WORK SH ALL BE PER�ORM ED BY M ECH AN I CS
SPACING O� ANY STRUCTURAL ELEMENTS WITHOUT PROVISIONS O� THE HOME WARRANTY ACT O� NEW YORK STATE. SKILLED IN THIS MECHANICAL TRADE.
EN GI N EER'S WRI TTEN CON SEN T. fb=1 ,1 50psi. STAMP:
E=1 400 000 si �OR REPETI TI VE U SE M EM BE 5. TH E CON TRACTOR SH ALL PROVI DE ALL CON TROL
, , p ( RS) WIRING. ALL CO
ELECTRICAL NOTES N TROL WI RI N G SH ALL BE CON CEALED
�ROM VIEW.
9. PROVIDE CONCEALED WOOD BLOCKING IN ALL WALLS 1 . REPLACE ALL ELECTRICAL WIRING IN THE HOME, INCLUDING
TH AT REQU I RE SU R�ACE M OU N TED I TEM S SU CH AS: AN Y SU BP AN ELS, ELECTRI CAL OU TLETS, AN D �I XTU RES. 6. TH E CON TR ACTOR SH ALL PROVI DE OPER ATI N G AN D
CABINETRY, HOSE BIBS, �IREPLACE MANTELS, MOLDING, MAINTENANCE INSTRUCTIONS ON ALL EQUIPMENT TO
RAI LI N GS, TOWEL BARS, ETC. 2. ALL WORK SH ALL COM PLY WI TH TH E 2020 I N TERN ATI ON AL TH E OWN ER. I N�ORM ATI ON SH ALL BE BOU N D N EATLY
RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. AND IN A COMPREHENSIBLE MANNER.
10. PROVIDE �IRESTOPPING WHERE REQUIRED BY THE
2020 I N TERN ATI ON AL RESI DEN TI AL CODE AS ADOPTED 3. TH E ELECTRI CAL CON TRACTOR SH ALL COORDI N ATE H I S 7. PROVI DE �I REPLACE WH ERE I N DI CATED WI TH �RESH
BY N EW YORK STATE. WORK WI TH TH E WORK O� ALL TRADES AN D ALL WORK AI R I N TAKE, GLASS DOORS, �I REPROO� �LU E SPARK
SHALL BE PER�ORMED BY MECHANICS SKILLED IN THE ARRESTOR, REQUIRED �LASHING, AND PARTS� REQUIRED
1 1 . ALL DI M EN SI ON S ARE TAKEN TO ROU GH �RAM I N G ELECTRI CAL TR ADE. AS N ECESSAR Y �OR A COM PLETE I N STALLATI ON. M ODEL
U N LESS OTH ER WI SE N OTED. AS SELECTED B Y OWN ER I� APP LI CAB LE.
4. ALL WI RI N G SH ALL BE CON CEALED ABOVE CEI LI N GS OR
12. (NA) ROO� TRUSSES TO BE CERTI�IED BY TRUSS WITHIN WALLS UNLESS NOTED OTHERWISE. ALL EXPOSED 8. BATHROOM AND DRYER EXHAUST TO VENT TO
M AN U�ACTU RER.CON TR ACTOR TO COORDI N ATE AN D WI RI N G SH ALL BE LOCATED SO TH AT I T I S OU T O� VI EW EXTERI OR PER CODE.
CON SU LT WI TH ARCH I TECT/EN GI N EER PRI OR TO TRU SS AS M U CH AS POSSI BLE. ALL EXPOSED CON DU I T SH ALL BE
�ABRICATION I� TRUSSES ARE TO BE USED IN �RAMING. DONE IN THE NEATEST AND MOST ORDERLY �ASHION. 9. THE CONTRACTOR AND THE OWNER SHALL BE DATE: OS/22/ZO23
R ESP ON SI B LE �OR TH E SP ECI�I CATI ON O� ALL H EATI N G
1 3. 1 .9E M I CRO-LAM LU M BER DESI GN STRESS - 5.H VAC EQU I PM EN T SH ALL BE B Y OTH ERS. COORDI N ATE AN D VEN TI LATI N G EQU I PM EN T N OT SPECI�I CALLY
E�1 ,JOO,000 psi, fb = 2,600 psi. WITH HEATING AND PLUMBING CONTRACTORS AND PROVIDE NOTED ON THESE DRAWINGS. THE HEATING CONTRACTOR FILE:
ALL LI N E VOLTAGE WI R I N G AN D CON N ECTI ON S TO TH EI R SH ALL SU B M I T CATALOG CU TS ON ALL H EATI N G
EQU I PM EN T AS REQU I RED. EQU I PM EN T AN D M ATERI ALS TO TH E OWN ER AN D/OR
ENERGY NOTES
GEN ERAL CON TRACTOR �OR APPROVAL.
6. GROUND �AULT RECEPTACLES MUST BE PROVIDED PER PAGE C�NTENT:
1 . TO TH E BEST O� M Y KN OWLEDGE, BELI E� AN D PRO�ESSI ON AL RESI DEN TI AL CODE O� N EW YORK STATE. 1 O. ALL N EW SPACES SH ALL BE PROVI DED WI TH
JU DGEM EN T TH E ATTACH ED PLAN S AN D SPECI�I CATI ON S ARE I N EQU I PM EN T CAP ABLE O� M AI N TAI N I N G A ROOM NOTES
COM PLI AN CE WI TH CH APTER 1 1 O� TH E 2020 I N TERN ATI ON AL 7. A�CI RECEPTACLES SH ALL BE PROVI DED I N ALL BEDROOM S. TEM PERATU RE O� AT LEAST 68 DEGREES AT A POI N T
RESI DEN TI AL CODE AS ADOPTED BY N EW YORK STATE. 3 �EET ABOVE TH E �LOOR AN D 2 �EET �ROM EXTERI OR
8. MINIMUM O� 75� O� PERMANENTLY INSTALLED LIGHT WALLS.
�I XTU R ES SH ALL B E R ATED �OR EN ER GY E��I CI EN CY. (I.E.: . .
C�L, LED, ETC.) 1 1 . PROGRAM M ABLE THERMOSTATS SH ALL BE PROVI DED.
DRAFTER. ENGINEER.
GARRY
12. PLUMBING CONTRACTOR SHALL COMPLY WITH THE
PJ B NAT HAN
NOTE: THE ENGINEER MUST BE NOTI�IED I� ANY 2020 INTERNATIONAL RESIDENTIAL CODE AS ADOPTED , ,
BY N EW YOU R STATE �OR TH E DE PAPER SIZE. SCALE.
ITEMS USED/SUBSTITUTED BY CONTRACTOR ARE SI GN AN D I N STALLATI ON
NOT SPECI�IED ON THE DRAWINGS O� ALL PLU M BI N G SYSTEM COM PON EN TS. ALL WORK SH ALL 22X34 AS NOTED
BE INSPECTED AS REQUIRED DURING CONSTRUCTION
AND APPROVED AT THE END O� THE PROJECT BY THE
LOCAL EN�OR CEM EN T AU TH OR I TY. SHEET:
� oF 4
�
�
�4'—O" BEEKMAN N
� � O W 0�
� STREET N t�j cn O O
3,_4,� , � � � W W Z �
—
� � JWZH �
' ��
� � � � v — O W ,
� Z I� U � „JWa � �
I
� • � � � � w� �
FRONT 4� c� 00 '� � � � Zaa
� _ o o �
CH U R CH STR EET ._ �
ENTRANCE .� N } w Z o ° o �d
KITCHEN = � � �
2 1 �� O�� �.F. 2 1 �� O�� �.�. 2 1 �� O F� �.�. � � ■■ a � „Q J Z
APARTMENT NO. 1 TRI PLE STU D � � � t� Z � � � v � w
8'-5" HIGH CEILING COLUMN � I �� ? ZWW � � m
5 5 5 W � � � ZOQ �CZVWtA
25.5 X 26 GLASS m � a OC 0 � W = Q
28 X 26 �/ENT � � � � WZ � ~ =
REMOVE EXISTING � � � — W �_ �
C E I L I N G J O I S T S � � � � H � � � V W
AND PLASTER � �� 4�
gg � aZ = W
LATH E ABOVE LI VI N G •- � � � O Z W Z g � ?
a� � 000ao �
ROOM APARTMENT NO. 4 � � � - � .- _ _
N OTE: M ATCH AN Y Q N C� � � Q H j � } � W
B A T H D I S T U R B E D E X I S T I N G B A T H � �
� � � � �' � ac� WQ �
A P T. R E M O V E E X I S T I N G C E I L I N G S T O N E W A P T. � � � � �� � H � ? � } p~C
WINDOW CEILINGS W/ U� � p H O�C Q O
2 BEDROOM �
NO. 4 SH EETR OCK AN D NO. � �Z � � W C� a ?� a
N � PLASTER COATS. NO. 1 z z� +I r� a W
---- � W�� � �
__ � A PA RTM E NT w �X � �
N O. 3 v� �w I
LIVING ROOM N EW 2x4 1 6" O.C. p W � , ,
�� �
APARTMENT NO. 1 I N TE R I O R S TU D 1 3'—9"� `� . � �
� �� WALLS SHOWN •� �
8 -7 1 /2 HIGH U
C E I L I N G W - SH ADED TYP. �p .Z
U N L E S S N O T E D O O �
Z LIVING ROOM �� M OVE ALL EXI STI N G OTH ER WI SE. � PROVIDE HARDWIRE �J� -
W � RE II 1 SMOKE DETECTOR � z�^ � • •
I N T E R I O R W A L L S �i� W/ BAT. BACKUP (� �
= A P A R T M E N T N O. 4 L I N E � � CARBON MONOXIDE �� �W� . .
S H O W N D A S H E D 3 D E T E C T O R � N � � Z
REMOVE U O � �W �
EXISTING � J ��^�np� Q
W I N D O W S - / � a p � � -
� (� �
� /� (� p x pQ
// CLO. SH I M WALL AS 2 Z� N�� LL a
� �� NEEDED � �
r a U
BAT � „ NEW INTERIOR � �
CLO. ' 36 STU D WALL TO 1 Q W
APT. 3 � CLO. CLO. M A TC H WI D TH CLO. CLO. �
U
NO. 1 � O� EXI STI N G WALL
� n
REMOVE ALL EXISTING W
p � -___ BATHROOM FIXTURES �j,�
^ � �-� (TUB, TOILET, VANITY) „ �
BEDROOM 36 MI N. Q
o � ��
APARTMENT NO. 1 N ii� 0
i ii <<���)
� i ��
� u�
PARTI TI ON WALL BETWEEN I VEN T FAN TO
BEDROOM A P A R TM E N T N U M B E R 1 I r---� BEDROOM H A VE C O N TI N U O U S BEDROOM NO. Z
AND APARTMENT NUMBER 2 � �
A P A R T M E N T N O. 2 » i A P A R T M E N T N O. 4 M ODE i N COM PLI AN CE A P A R T M E N T N O. 3
I N STALL 1 LAYER O� 5/8 I �I WI TH TH E EN ERGY LIN.
TYPE 'X' SHEETROCK ON BOTH I �I I� CODE. VENT PIPES .�
SI DES OF WALL AN D SOU N D I I I TO B E I N SU LATED PROVIDE HARDWIRE �
PARTITION WALL I I BATH �
I N SU LATI ON I N �R AM I N G I I I SMOKE DETECTOR �
SH OWN CROSS I I (� w/ BAT. BACKUP W
H ATCH ED BETWEEN CAVI TI ES TYP. � II i APT' U SE SH EETROCK & CARBON MONOXIDE
1 � r
APARTMENT NUMBER 1 � I I NO. � 'GREENBOARD� DETECTOR
���� �
AND APARTMENT I �___�___ REMOVE EXISTING IN BATHROOM 2
NUMBER 2 �T�-,-r�-� WINDOW �OR WALLS AND � -
� I I I I I � CEILING
�
3 � �
� I I I I I �
CEILING JOIST �
����-�-�- �
� 2x6 INFILL WHERE
�
STEP EXI ST. ATTI C STEP
�
____� I CLO. STAIRS WERE
� � � 1 2 LOCATED -
- �� � �, „
DEM OLI SH EXI ST. � � 22 X34 M I N. SMOKIE DE EC�OR E
I ACCESS TO � W
� W BAT. BACKUP �
PORCH AN D STAI RS � I ATTI C &/CARBON MONOXIDE
R E B U I LD A S S H O WN I`� DETECTOR �
� I � �
ON SH EET 4 O� 4 � � BEDROOM � EXTEN D ,EXI ST.
. i � APARTME NT NO. 3 S TE P 1 6 s H o wN �
�
� LIVI NG ROOM � I C R O S S H A TC H E D �
. �
'� APARTMENT NO. � I I � I INSTALL NEW 2x6 CEILING
� „ �
I� 7'-9" HIGH PORCH � � � � �OISTS 16 O.C. OR
IN ALL AREAS OF �
� � CEI LI N G � I I N 2x8 s 24 O.C.
� REM OVALS OR I N AM
� I � DI RECTI ON AS EXI STI N G
�
� D AM AGED I N STALL
�
� SHEETROCK INFILL A �
N� � I REMOVE ALL EXISTING WITH OLASTER COATS
---------------
--------------- C INTERIOR WALLS TO MATCH EXISTING
� (' SHOWN DASHED LINE PLASTER AND LATH START DATE:
�� z � TYPICAL
�\� � O
\ � 1 5'— "�
O O REM OVE EXI STI N G � - m 8 1 2
BATH �, X Q STAM P:
APT. CEI LI N G JOI STS � W
A N D P L A S TE R �� cn LIVI NG ROOM
LIGHT AND VENT TABLE
NO. 2 LATH E i i � � APARTMENT NO. 3
I I � � (AREA REQUIRED AREA SUBMITTED)
II p �
I I LIVING ROOM z � � ROOM REQUIRED REQUIRED SUBMITTED SUBMITTED
I I � ROOM
c� I I APARTMENT NO. � � � AR EA LI GH T �/EN T LI GH T VEN T
I I U z SQ. �T. SQ. �T. SQ. �T. SQ. �T. SQ. �T.
I I W � BEDROOM
I I � w No. � 200.52 16.04 8.02 »
I I � U APARTMENT 39.32� 21 .77� 23.5 X 1 J.5 GLASS
I I No. 3 28" X 26 VEN T
CO � LI VING ROOM
� APARTMENT 250.92 28.07 1 0.04 42.92� 24.81 �
� � NO. 3 � �
� � � �
WINDOW SCHEDULE ANDERSEN OR EQUAL
KITCHEN
APARTMENT NO. 2 KITCHEN N o. C O D E TYP E
R OU GH OP EN I N G LI GH T VEN T EGR ESS DATE: o8i22i2o23
�'—8" H I G H APARTMENT NO. 3
OPEN I N G W� x H� SQ. �T. SQ. �T. SQ. �T. KITCHEN
� D OU B LE > » > » APARTMENT NO. 3 .
CEI LI N G � � 1 TW21 041 O 3 —OY8 x 5 —O�/8 1 O.45 5.83 5.81 FILE.
HUNG
PANTRY NOTE: CONTRACTOR TO VERI�Y ALL WINDOW AND PANTRY PAGE C�NTENT:
DOOR DIMENSIONS BE�ORE ORDERING �ROM MANU�ACTURER FLOOF� PLAIV� TA�LE
DEMOLISH EXIST.
PORCH AND STAIRS
REBUILD AS SHOWN SCHEDIJLES
oN SH EET 4 0� 4 DOOR SCHEDULE
15 • EN INEER:
D ESCRI P TI ON W x H D OOR SI ZE
DRAFTER. G
24" o�� �.�. GARRY
2 N OTE: VERI �Y DOOR ROU GH OPEN I N G P�B NATHAN
WITH MANU�ACTURER
» > >> PAPER SIZE: SCALE:
4 TREADS 1 I N SU LATED EXTER. STEEL DOOR 36 x 6 —8
22X34 AS NOTED
2 6 PANEL DR. 2'-6" x 6'-8" SCALE 1 4" = 1'-O"
�
, „ , „ SHEET:
SCALE 1 4� = 1�-O� 3 Bi �OLD �ooRs 4 —o X 6 —S
SCALE 1/4� = 1'-On
� 2 oF 4
�
� � �
CH U R CH STR E W
ET
c� � c� o 0
TABLE R301.2C1) � � � W W Z �
CLIMATE AND GEOGRAPHIC DESIGN CRITERIA � � J w z � c�
•— � � � � v — OW ,
PRO�/IDE 1 O" LONG �2" DIAM. � z I� U � -J W a O �
ANCHOR BOLTS 7" EMBEDMENT SEISMIC S U B J E C T T O D A M A G E �R O M 4� ^ ._ Y Z a � .,� J
„ „ 4� cn 00 � � � � Za
48 O.C. AN D 1 2 �R OM D ESI GN _ p 4 � a
CRITERIA �ROST LINE � ._
WEATHERING TERMITE N � � ZpO
�OUND �OUNDATION CORNERS THROUGH DEPTH •— _ � W � � 4
ATI ON U N DER 2x8 P.T. SI LL PLATE W/ SI LL � � .. a � -Q J Z
ENCLOSED �RONT PORCH SEALER. ATTACH �LOOR >> � � � � Z � ~ � V � W
AND �RONT ENTRANCE C SEVERE 48 MODERATE � � �� Z Z W W � � m
� T R U S S P E R M A N U�A C T U R E R S W � � � Z p Q �C Z C� W tn
� R E M O�/E E X I S T I N G D A M A G E D �O U N D A T I O N I N S T R U C T I O N S m � a O C 0 � W = Q
X X � SH OWN DASHED. CONSTRUCT TEMPORARY � � O � W Z a ~ _
� � a� � _ W �'= oc
� SUPPORTS AS NEEDED WIND DESIGN � � � � � � � � v W
� PRESSURE TREATED GROUND � �� 4� J
gg � aZ = W
SILL PLATE SNOW SPEED TOPOGRAPHIC SPECIAL WINDBORNE •— �, � O Z W Z g � ?
LOAD WIND DEBRIS � � � ,_ p O a �
(MPH) E��ECTS REGION ZONE cn � � � � Zt/� OZ
C� �, a � � � � � w
� � � �' � ac� WQ �
� I N O. 4 H OR I ZON TAL �� ._ �� � � v Z � �
� REIN�ORCING BAR 12 50 115 NA NA NA � � � _ O � OQ �
2x6 TR U E R A�TER � �R OM TOP O� WALL � W v �
- » • � � Q a � W
ABOVE 24 O.C. r� �
I I � �'
I , I � N O. 4 �/ER TI CAL WI N TER I CE B AR R I ER �LOOD AI R M EAN
� REIN�ORCING BAR DESIGN UNDERLAYMENT HAZARDS �REEZING AIR . .
13 ON 12 ROO� SLOPE � � � , 24 O.C. TEMP. REQUIRED INDEX TEMP. �
� O � �
I ' I W � � NO. 4 HORIZONTAL
� I I � • � REIN�ORCING BAR _
W �, „ Q U T AT M I D—SP AN 1 YES N A 1 500 N A
U I , I 1 2 x1 2 BRI CK > • �
� Q COLU M N
O �C
� � � �^ � „ � Z
z � X � 20 TH I CK 3500 P SI O
� ATTI C �LOOR JOI ST W � � � � N P OU R ED CON CR ETE �
3x4 TRUE W 1 x8 S � WALL �
�
z „ � � �
� _
Q SI STERED 1 6 O.C. W A A �
� � , WINDOW SCHEDULE E�ISTING o
� m N O. 4 H ORI ZON TAL �
p I I � REIN�ORCING BAR 12" a V
� +I � , 6Wx8H BEAM �ROM BOTTOM O� WALL ABOVE � �
� 2x6 TRUE � � �— — — — — — APPROXIMATE ROUGH �IN. �L.� � W
� R A�TER S � N O TYP E U N LESS �
� ABOVE 24" O.C. � Z
I I OPENING W� x H� NOTED
� COLLAR TI ES: 1 x6, 1 x8, � O � TI M B ER B ASEM EN T �LOOR OTH ER WI SE W
1 x1 O SI ZES �/AR Y 48" O.C. � � �— — COLU M N � . .
U � � N Q „ PICTURE W W
— NO RIDGE BOARD � � 2 4 DIAM. STEEL 1 � > » > » ��
� � � � DOUBLE HUNG 7 —O x 3 -1 49 1 /2 �
_ � LALLY COLU M N S ��ANKERS Q
� z � � � 5� 8»�
Q � p
� � � 2 DOUBLE HUNG 3'—O" x 5'-6" 26 1 /2"
X � r
� I I � —
X � Q 3 DOUBLE HUNG 2'-6 1 /2" x 5'-3" 26"
� w I I WI
C� � m SCALE 1/2n = 1'—O�
3x4 ROU GH CU T Q � �
STUD WALL (� 4 DOUBLE HUNG 3'-10" x 5'-3" 26"
� "� � � � _ � ^
6 O.C. Q ap �
� � » >, ,_ „ �_ „ „ �
p I • I X — 3.5 x5.5 TIMBER 5 DOUBLE HUNG 2 5 x 5 O 24
� � COLUMN NO STRUCTURAL W
I �
I I c� PU RPOSE > » > » »
— — �
ATTI C ACCESS , 6 DOU BLE H U N G 2 5 x 4 1 O 23 W
STAIRS � � � U
> � � —
� � O 7 DOUBLE HUNG 2'-6" x 5'—O" 27"
�
. �
I � I >> „ � �� N O TE.
2.5 x6 X� STON E �OU N D ATI ON �— �° �_ �� �� �
, „ 8 DOUBLE HUNG 1 4 1 /2 x 4 11 28 �
TIMBER W
COLU M N 3 —5 � � N WI TH M OR TAR AN D �
AREAS O� BRICK XXXXXXXXXXXX "
9 DOUBLE HUNG XX
—
6Wx8H BEAM _ — �
3" INCH EMBEDMENT , „ , „ „
O� H ORI ZON TAL 1 O DOU BLE H U N G 1 —7 1 /2 x 2 —4 43
REIN�OREMENT INTO W
�
EXISTING �OUNDATION 1 1 DOUBLE HUNG 2'-1 1 " x 5'—O" 20" �
NOTE: SOME EVIDENCE
TYPICAL �
O� �IRE DAMAGE „ „ '— " '— " " �
6 x6 TIMBER 12 DOUBLE HUNG 2 7 x 5 O 20
COLU M N � � 1 6"x1 6" B RI CK
3" DIAM. STEEL � PIER COLUMN 13 DOUBLE HUNG 2'-3" x 4'-5" 20"
— �
COLUMN W � DOUBLE HUNG W
� �
NOTE: PARTIAL EXIST. — � 1 4 DOUBLE HUNG 5'-3 1 2" x 4'-5" 26"
U N SECU R ED TI M B ER � . �
SLATE ROO� ,� „ Q �LANKERS
COLUMN 2.5 x 6.5 � U �
.
DOUBLE 2x4 � 15 DOUBLE HUNG 2'-4 1 /2" x 4'-4" 26"
, , �
T C O L U M N �o� START DATE:
(POSSIBLY TO X � W 2'-5 1 " '— " 31 "
SUPPORT SPLIT N N 1 6 DOUBLE HUNG /2 x 3 1 O
BEAM W
_2x6 TRUE RAFTER�
�
ABO�/E 24�� � STAMP:
(� O.C.
z STEP DOWN �
�
O U�
o •
� U
� O
U ��
z
�
� Q � � CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD FRAME MASS FLOOR BASEMENT SLAB CRAWL
� � (� ZON E U-FACTOR U-FACTOR FEN ESTR ATI ON
R-VALU E WALL WALL R-VALU E WALL R-VALU E SP ACE
Q � SHGC R-VALUE R-VALUE R-VALUE AND DEPTH R-VALUE
W�
O 00 �—
X �� �� 5 0.30 NR NR R38C R1 5 NA R-21 R1 5 NA NA
z N ��
10Wx8H BEAM
W
_ _ � _ W
W
� �
� �
� �
� DATE: 08/22/2023
W � H OT WATER
� TANK
� � FILE:
QU
> •
O
00�
" � PAGE C�NTENT:
NN
ATTIC PLA�I,
FOUI�IDATIOI�I PLAIlI
DRAFTER: ENGINEER:
GARRY
PJ B NAT HAN
PAPER SIZE: SCALE:
SCALE 1/4n = 1�-0� 22X34 AS NOTED
SHEET:
SCALE 1/4n = 1'—O�
3 �F 4
�
� � �
N t�jti� 00
� � � W W Z �
� � JWZH �
•- � � � � v - OW ,
� Z � U � „� WaoO
� • � � � � w� �
� � •
4� cn � � c� o � Zaa
� •_ (� � OC O �
wZ � o �d
•— _ � � �
� � ■■ a � �QJZ
>> PROVIDE ICE AND SNOW SHIELD � � � � Z � ~ � V � W
5/8 C D X P L Y W O O D W/H C L I P S » � I �� Z Z W W � ti� m
240 ASP H ALT SH I N GLES 24 ON WALL AN D U N D ER W � � � Z p Q � Z C� W tA
—
# ROO�ING WHERE PORCH ROO� � � — W =
m � azoot� a Q
I C E A N D S N O W S H I E L D A B U T S H O U S E � � � W Z ~ _
E N T I R E R O O� A N D 2 4 O N � 4� � � W �= O C
V E R T I C A L WALL U N � � � � ~ � H � v W
, DER � � 4� Jz — w
SIDING ABUTTING ROOF ggoca =
M ETAL� DRI P EDGE •- � � � O Z W Z g � ?
� � ._ � oo � aot�
C� �' � � Q � � � � � w
� �' � �' � ac� WZ �
._ � � � � Z ,� a �
� � � — o � ° ao
2x8 RA�TERS 16" O.C.
> > wt� a a
�' a � w
� �
8 ON 12 SLOPE
�
2 ON 1 2 SLOPE • •
�
12 �/INYL BEAD BOARD
�
8
. .
STAN DI N G SEAM �C
METAL ROO� � Z
0
0
DOU BLE 2x8 � —
�
� � PERIMETER � a
BEAM TYP. ALL O —
PORCHES,SECURED �
TO TOP O� PORCH a U
COLU M N S W/ SI M P SON � C/�
a STR ON G-TI ES Q W
U �
2x1 � STR I N GER LLJ
TYP I C A L � ' '
W
�
Q
r--
--- — — ------- � � 0
�_� � � r �
r_� �_, �_�
� L J
I I I I I I I I I I I I I I � � I I I I I I I I
I I I I I I I I I I � I I I I I I I I I I I �
i i i i � � i i i i i i i VINYL BREAD LOA� STYLE TOP RAIL W/ SEE PARTIAL �RONT ELEVATION
i i i i i i i i i i i i i i � � i i i i i i i ,� „ , ^
i i i i i i i i i i i 1 3/4 SQUAREVERTICAL MEMBERS 4 AT �RONT ENTRACE BELOW
i i i i i i i i i i i i i i i i i i i i �
� � � � ' ' TREX DECKING PLANKS � � � � � � � � SPACING MAXIMUM �
' � ' � , , 1 THICK x 5 WIDE � � � � � � �
i i i i i i i i i i ,� ,�
� � � � � � � � � � � � � � „ � � � � � � � , W
' � � � � � � � � � � � � � � � TYP. ALL PORCHES � � � � � � � �
I I I I I I I I I I L LJ I I I I I I � � �
LJ �_� �_� �_� �_� �- P ER P EN D I CU LA R TO �_J LJ LJ �_J 6 x6 VI N YL CLAD S TR U CTU R AL W
VI N YL BEAD BOARD PORCH �L. JOI STS DECORATI VE COLU M N S ON
BEHIND 4" WIDE X 3/4" MIN. 48" BELOW „ 10" DIAM. CONC. SONOTUBE � —
THICK FRAMING TYP. GRADE MIN. 48 BELOW �
» GRADE �
8 DIAMETER 2x8 LEDGER BEAM 4x4 VINY� CLAD STRUCTURAL
„ �
CONCRETE ATTCHED W/ �2 DIAM DECORATIVE COLUMNS �OR �
�
�I LLED SON OTU BE AN CH OR B OLTS 24" O.C. P,ORCH STAI RS TYP. ON �
48" BELOW ALL PORCHES TYP. 8 DIAM. CONC. SONOTUBE
SI M PSON STRON G TI E — —
GRADE MIN. �OR EXTERIOR JOISTS HANGERS
�
SCALE 1 4" = 1'-�" 4x4 STAI R COLU M N S AT EACH JOI ST CON N ECTI ON
�
EXI ST. FRON T W
TYP. �
DOOR
„ �
1 O D I AM ETER CON CR ETE �I LLED �
S O N O TU B E 48" B E LO W G R A D E M I N. SCALE 1 4" = 1'-Q" �
� 4x4 VINYL CLAD
�OR 6x6 PORCH COLUMNS TYP. STRUCTURAL
DECORATIVE
COLU M N S �OR �
BEEKMAN PORCH STAIRS
TYP. ON �
NOTE: �/ERTICAL RAILS TO BE A STREET »
8 D I AM. CON C.
M AXI M U M O� 4" SP ACI N G. SEE . _� SON OTU BE
MANU�ACTURERS INSTRUCTIONS NOTE. FIELD VERIFY THE �
� REGARDING THE CONSTRUCTION
SPECI�I CATI ON S �OR ATTACH I N G � O� EXTER I OR STAI R S AN D POR CH ES: N U M BER O� STEPS �-
REQUIRED TO MEET ,
RAILINGS, DECKING, POSTS SLEEVES, , �� O THE OWNER IS TO PROVIDE SAMPLES GRADE. START DATE.
POST SLEEVE CAPS AND RAIL TOP 4 -O I O� BUILDING MATERIALS TO SARATOGA � , i i � �
�
DRC �OR APPROVAL BE�ORE STARTING � � i i � �
� CON STRU CTI ON . i ; � � � �
„ „ N OTE. ALL CON STRU CTI ON i , i i i i SEE SH EET 2 O� 4 .
NEW STAIRS: RISERS 7.5 , RUN 10 , CALLOUTS �OR PORCH AT i � � � � � EXISTING �IRST STAMP.
N OSI N G 1 ". FI ELD VERI�Y TO M EET BACK ELEVATI ON APPLY i i i i i i FLOOR PLAN �OR
G R A D E. G R A D E A C C O R D I N G L Y TO �RONT ENTRANCE � i � � i i F R O N T S T E P S
STEPS AND LANDING LJ LJ LJ DIMENSIONS
U N LESS SH O WN OR
CALLED OU T OTH ER WI SE
4'—6" BATH
2'-O" APT.
No. 2 SCALE 1/4� = 1'-Q�
KITCHEN
APARTMENT NO. 2
I
U N OTE: ALL CON STRU CTI ON CALLOU TS
� � � �OR PORCH AT BACK ELE�/ATION APPLY
� � � 2x8 DECK � 2 TO PORCH AT OPPOSITE SIDE O� BEEKMAN
STREET U N LESS N OTED OTH ER WI SE ,
JOISTS.
LIVING ROOM 8 DATE. OS�ZZ�ZOZ3
� I� � 6 O.C. APARTMENT NO. 2
U
Q 3" VINYL WRAP TRIM BOARD ON •
0o FILE.
TOP O� FASCIA BOARD TYP.
aa „ „
9 OVERH AN G TYP., 7.5
1 4'-3" �ASCI A BOARD TYP.
� W .� PAGE C�NTENT:
4x4 STAIR 6x6 PORCH p �� .
COLU M N TYP. COLU M N TYP. � �O ELEVATIOI�IS�
� PORCH �cn^ POI�CH PLANS
`� X O c�
I ��
' ' � DRAFTER: ENGINEER:
I I �_
� GARRY
� 6,_8„ � �,_2„ �_� PJB NATHAN
I I �
n = ,_ � , , , , , PAPER SIZE: SCALE:
SCALE 1/4 1 O i i i i ' ' i i
� ,� � � � � ; ; � � 22X34 AS N OTE D
4 —o i i i i ' ' i i
H ALF 5 1 /2" SQU ARE i i i i � � i i .
COLU M N ATTACH TO i i i i i i i i SHEET.
EXI STI N G H ou sE WALL L J L J � � �J COPPOSITE SIDE OF BEEKMAN STREET) /�
L_J „ , „ `t OF �
SCALE 1/4 = 1 -O