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20210456 64 Ludlow Garage Plans
__. _ � �� �.�-..... Ft�r si�1�1� t�1�1r�k��t t't,j�3 r. ? 1�� ir°IGt���1�1�11�5�! � _� N�r�: � - .�,a ,,�� -�--�--�--�- I��.�r ��t��l� rr7e.r�t�r 4'u� t;� :r��h� :h���tr�=���; SEE TR1.4�� �7'��1C-� N � �`"�� � �,�+ L�i�lLd ��jll���� ��h �' tli� i���t�r �nr LA''�o�,T �Y 'iR,�55 ,���. ,�� � M,�. N�F�acruR�R . ��� , RIDGE vEtvT FOR LA�Ct�T OF �i-�-- - .� F�°���1�14�I�.��r�.�I� �� ,. . V ��` "'� � x4 x8' ORIENTED STRAND "�� ���cf� "u"`��.�r�xr������� ��� 1(i':��'��� BOARD W/ H CLtPS `� ,�� � � ASPHALT SHINGLES (OWENS � � j �,,.� CORNING TRUDEFINIT�ON ONYX � �' BLACK SHINGLES) 8t 15 LB FELT 12 � � � NYS APPROVED 7� — - - --- �. � � ti�� ATTIC TRUSSES 24" O.C. TRUSS ' ' � ,s�'` � � BRACING PER DESIGNER � ! �'" ' 3/a" T&G � � � 1D O S f3 = '� i 48" ICE AND DOUBLE 2x4 �2 12 �����X,'�'��'��'��f SNOW GUARD � ��'-�4�R��C"1 TOP PLATE 7� � j� � � METAL DRIP EDGE 12 —O" � 7 ���: ��� '� � '-� ! {':ff'f i3) f"t'flt7''1.J � �s'�l.:l i ALUM. FASCIA r I' � =x OVER 2x6 FASCIA r,�� , � y „ � BOARD Jr�' �:� I��f � �:�..IS]w� � � a � r�.��ls � '�� "�r ;'x�j '� Tc: �i��a°� ,.�' �o" OVERHANG w/ �y�l��: � �,�i15 � 3 ��t �t� �;i�C3� J�" PVC SOFFIT E30ARD HURRiCANE CUPS AT S" ANCHOR eOLTS J _ 48" O.C. & 24" �UC1Q �Q�-�fl1.f�,1���� � � EACH TRUSS FROM FOUNDATION ��� �'��``� �'�6�� �SB CORNERS THROUGH W/ DOUBLE � 2x4 SILL PLATE �t��' r���`�� �'����� HARDIE PLANK SIDING � �{Jt�'�1�1�;. 0 � 2x4 STUD WALL VERTICAL NO. 4 -- 16" O.C. W/ BARS 36" O.C. — VAPOR BARRlER HORfZONTAL No. 4 _ TRUSS Bf�ACiNG DETA BARS �2" FROM � -- �-- �� �.,�. SCALE� NONE ( �2� BOTTOM AND TOP AND MIDDLE OF PROPOSEO GRADE ! 2`��� , CONC. WALL = , ( ----------------- ------------------------- 10" POURED � . . . . . . . . . � �ONCRETE FOUNDATION WALL 3000 P51 � i MINIMUM 4$" 4" 35C�0 PSI BE�OW GRADE I FLOOR W%�6x6R WW ' • • • MESH 10 GA. • • -- — 4" DIAM. PERF. AROUNO PERIMETER 4" TO 6" OF UNDISTURBED I I OF NEW FOUNDATION. CRUSHED STONE 3—#4 REBARS SOiL I � l MINlMUM 4�" �RAIN TILE DAYLIGHT IN 20" X 10" MINIMUM 48' � BELOW GRADE � CONCRETE � BELOW GRADE � FOOTI N G � — — — — — — — — — — — — — — — — — — — — — — — — — — —J — — — — — — — — — — — — — — — — — — — — — — — — — — TYPIGAL SEGTiON A,—A L�FT SIDE ELEVATION RIGHT SIDE �LEVATION SCALE Y4" = 1'-4" SCALE �'.aT = 1'-OA SCALE Ya" = 1'-O� 1 20,-0„ i - - - - - - - - - - - - - - - - - - � � - � - _._. : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� �� - - - - .._._ ..._ � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - � , , � - - - - - - - - - - - - , _ � _ - - - -- - - - � � _.. _.. - - - - - - - - - - - - - - - - - - - - - - - � ( ( � i i i i i I I i � � � , � ' � , I I I i ' ' � � I I o � � � I I , i ►voTE. . � � I � EACH GARAGE BAY TO HAVE PULLDO�+/N I I o � I I I i � � STAIRS ACCESS TO ATT1C TRUSSES ABOVE - � � � I � 1 ! EXPANSION JOINT ST4RAGE. LOCATIONS TO BE DETERMINED IN � � � � ( + N FIELD 0 EXP NSION JOINT � AROUND ENTIRE Y C��N�RA1..- GatvTFZA�TC�Ft AN1� Ct� R ARO ND ENTIRE � � PERIMETER I PERlMETER I I f I t ► � i � i � � � I I I I � � � F � O � NOTE: � /� p I i � I I � I NIONAL 3' WIDE X 5' HIGH 1� C/`�I-1 GARA � � I OPT O E I � N � � DOUBLE HUNG WIND4WS 36" � � � � AB4VE FINfSHED FL., DOUBLE � � I � � Zx10 HEADER ABOVE WINDOWS � i I � � � � � � � i I � I ON BOTH ENDS OF GARAGE W/ � ) � � 12" WIDE SHUTTERS ( � I I � � � � , , � � � I I � � � � i � , , � � i I I I I CONTROL JOINT CONTROL JOINT CONTROL JOINT CONTROL JOINT CONTROL JOINT CONTROL JOINT CONTROL JOINT CONTROL JOINT CONTROL JOINT � I ( 12'-O" 12'-O" 12'-O" � „ , „ 11 '-3" � 12'-O" , i � � 12 -O � 12 -O � 12'-C}" 12'-O" � � I I ' I I I I ' � � , , � � � � 2-1 3/4"x11 Y4" MICRO 2-1 3/4"x1 1 Y4" MICRO 2-1 3/4"x11 Ya" MICRO 2-1 3/4"x1 1 Y4" MICRO 2-1 3/4"x11 Y4" MICRO 2-13/�."x11 Y4" MICRO 2-13/4"x11 Y4" MICRO 2-1 �/4"x11 Y�" MiCRO 2—� 3/}"x11 Ya" MICRO 2--1 3/4"x11 Y4" MICRO � � I � LAM HEADERS _ _ � _ LAM HEADERS _ _ _ ^ LAM HEADERS_ T _ � _ _ LAM HEADERS _ _ _ � LAM HEADERS � i _ _ LAM HEADERS_ _ _ � _ _ LAM HEA�ERS _ � _ , LAM_ HEADERS , _ _ � LAM HEADERS_ _ _ , _ , LAM HEADERS � �; � - - - - - - - - - - - - -- - ---- - _ - - - - --- - ._ _ _ - - - A � ,. , „ , „ . „ . „ , » „ . „ , >, , „ , „ g>_�,. 3,_�,� 9,,0" 3'-O" 9'-O" 3'-O" 9'-O" 3'-p" g�_p�� � 8,. 18 9 -O 3 -O 9 -O 3 -O 9 -� 3'-O 9 -O 3 -O 9 -O 3 -O TYPICAL � , A � � �«� �5� GA�ac��. ���� $ � .. �ES�GN DArA 1�TE5: s rts Y�� Y x���:�����',� � FLOC�R FOUNDAT �K�r�+— � , �- ���-�, :. – a � �MB�� �� �� 5?F N0. 2 OR �QUAL Fb=1000�i � � , * I C�N P L A N � .�.�.,.i;�� r. L� '- , SCALE Y4 = 1 -O j3�.���+-�S ���'yE � ;��„��' �'• REVIStONS: APRIL 24, 2021 GEI�RAl. NOTES: _��13X�� p��s �.�.,���L�L ADDED WINDOWS OPTION, - THE�E PLANS COMPLY WfTH ECCG AND G -� - - AL�. H�AJ�R., � 3� 2-2X�0'S lJN��SS �""N�RWISF NOTED ��� �`' VERIFIE� BY TAB�E N1102.1 NOTE: '�' � '� � CORRECTED S(DE ELEVAT{ONS �s � �'� � g� � -- ALL 1►�lTER�O� ��v3EARi!�SG '�EADEK5 �G BE 2X4 LA�D�R 7�'E'E EACH GARAGE BAY TO HAVE 1 �7ara�e Portai �� ' ` �� THE CONTRACTO}Z SHALL COORD11vATE ALL - pOUBl.E FLOOkZ .�0f5T5 Uh�EK pARALLEL PARTI710NS EL.ECTRICAL RECEPTIC A L O U T L E T �`�� ";`�"-�� ASPECTS 0�'CON57F�UCTION i 0 CONFORM - ALL TRUSS CG'�=xv't1iZAT?O�rS 'C SF Si;P?_`rv 3Y FABRICATOR � , �, �� - TO TH� NEW YORK STATE UNIFROM FiRE AND SE NEW"�K 5 i At� �R�it1vD. Systems : � �` ;:i d�� ,-� PR�VENTfON aND BUI�D1t�iG CODE AND - FlRE B�OGK1?�G A5 PER NEW YORK STAT�GODE N0.602.8. ' ����,> ;, PROPOSED GARAGE 64 LUDLOW STREET LOCAL BUILDiNG GODES. 502.i2 A{�::5G2.�3 WA�i� �Rn.c�r�y K6�2,io — :; ���;�'�� -� CONDOMlNIUMS LLC. SARATOGA SPRINGS (VY 12866 - IT SHALL BE THE GONTRACI"OR5 R�Sf'ONSIBILITY t�► ���. � .^ �ty� ��� .:. -- DES�G� ��A.�J ASCE 7 CL1MAYiC ANQ qB�R/�i'�HiC�Sf6N CRlTERiA � .�. � " TO vERiFY' ALL DfMEN510N5 AND MATERIAL5 FOR -- RO�J= _�A:.�35�B5/5Q.�`. �iV� �OAD - 10 �B515Q. FT. DEAJ LOAD __ _-_ _ � z _ _ __ _ - - -_____�..._ __�__ __—_--_;__` �,__�__.— DESIGNED BY GARRY F. NATHAN PE 60895--1 RtGiS�E,��� ��A��MARKS OF SEtSMlC W1N7ER ICE BARflIER AIR hAEAN '� �'`��" t� ' � COIvSTR�I�N iN ACCORDANCE WiTH THE tNTENI" - t+f�,,�:, _RN k' AND 'T�l R" AR= T �' �� _.._ WlND OE&IiiN SUBJECT TO OAMA(iE FliOM F�oon � 5psed' Topogrephk Speciel wind Wit►d-bome �S�N Frost Hne �T?ESlGN UNDERLAYMfNT FREEZING ANNUAL � OF DrStGN. v��'<--��,�;,'S�R C�Rt'. 3C?5�, 10A�i0 LOAD ,� n ��. � , . CATEtiORY' Wqt11O(Ihg' � , � � ( P ) egioo debris zohe e TertnRC` TE�IP' REOUIRED" HAZARDS� INOE% TfMP� f � a"�'" �'" 1 ,; - TH�SE PLANS WERE REVIEWED BY AN ENGINEER -' °�i�J�'�'��+�� ��51GN 5TRE55 OF MiCRG-LAM R �b�=28Q0 p5i 0� S�► �/s" .ver „ra �.-o S�r� .�.g �> ,yp,� o y,�-,s � j D RAWN BY� PETER J. BRADLEY "``� ��":: =� OTNER D�PTHS X {;2/d) -�= 2.G X �0 p s; _ F4R GENERAL ST1ZiJCTURAL CQMPLIANCE WITti [ 1�. y . -- �N� �w Yo��c sTATE BUILDING CODE.TH� — A��-�� . ��As 3p L a�/ s�. r T L�vC ��Q D .•' � FOUNDATION FL. PLAN 4 L�3s/ S� r'T. �E�s.� �oa� . °� , • , o • , / , TYP. SECTlON, N OTE$ Et�ii�l�ER A55UMES NO LfABILiTY FOR THE FiN15F�D = �^'���AL NOTE�: , Ls ,°a ° , '. -• PRODi�CT. _` " ' � — ��: ���4 C A`� p E R N A T 1 0 h AL E L�.C"R 1 C C O D E - A� � -� � � D A T E= 0 2—1 0—2 0 2� S H EET 2 4F 2 - �=�"'��A:iNSPECftON�Y AN Af'PROVEn AGENGY ... � ' I � . ' . � __. _ � �� �.�-..... Ft�r si�1�1� t�1�1r�k��t t't,j�3 r. ? 1�� ir°IGt���1�1�11�5�! � _� N�r�: � - .�,a ,,�� -�--�--�--�- I��.�r ��t��l� rr7e.r�t�r 4'u� t;� :r��h� :h���tr�=���; SEE TR1.4�� �7'��1C-� N � �`"�� � �,�+ L�i�lLd ��jll���� ��h �' tli� i���t�r �nr LA''�o�,T �Y 'iR,�55 ,���. ,�� � M,�. N�F�acruR�R . ��� , RIDGE vEtvT FOR LA�Ct�T OF �i-�-- - .� F�°���1�14�I�.��r�.�I� �� ,. . V ��` "'� � x4 x8' ORIENTED STRAND "�� ���cf� "u"`��.�r�xr������� ��� 1(i':��'��� BOARD W/ H CLtPS `� ,�� � � ASPHALT SHINGLES (OWENS � � j �,,.� CORNING TRUDEFINIT�ON ONYX � �' BLACK SHINGLES) 8t 15 LB FELT 12 � � � NYS APPROVED 7� — - - --- �. � � ti�� ATTIC TRUSSES 24" O.C. TRUSS ' ' � ,s�'` � � BRACING PER DESIGNER � ! �'" ' 3/a" T&G � � � 1D O S f3 = '� i 48" ICE AND DOUBLE 2x4 �2 12 �����X,'�'��'��'��f SNOW GUARD � ��'-�4�R��C"1 TOP PLATE 7� � j� � � METAL DRIP EDGE 12 —O" � 7 ���: ��� '� � '-� ! {':ff'f i3) f"t'flt7''1.J � �s'�l.:l i ALUM. FASCIA r I' � =x OVER 2x6 FASCIA r,�� , � y „ � BOARD Jr�' �:� I��f � �:�..IS]w� � � a � r�.��ls � '�� "�r ;'x�j '� Tc: �i��a°� ,.�' �o" OVERHANG w/ �y�l��: � �,�i15 � 3 ��t �t� �;i�C3� J�" PVC SOFFIT E30ARD HURRiCANE CUPS AT S" ANCHOR eOLTS J _ 48" O.C. & 24" �UC1Q �Q�-�fl1.f�,1���� � � EACH TRUSS FROM FOUNDATION ��� �'��``� �'�6�� �SB CORNERS THROUGH W/ DOUBLE � 2x4 SILL PLATE �t��' r���`�� �'����� HARDIE PLANK SIDING � �{Jt�'�1�1�;. 0 � 2x4 STUD WALL VERTICAL NO. 4 -- 16" O.C. W/ BARS 36" O.C. — VAPOR BARRlER HORfZONTAL No. 4 _ TRUSS Bf�ACiNG DETA BARS �2" FROM � -- �-- �� �.,�. SCALE� NONE ( �2� BOTTOM AND TOP AND MIDDLE OF PROPOSEO GRADE ! 2`��� , CONC. WALL = , ( ----------------- ------------------------- 10" POURED � . . . . . . . . . � �ONCRETE FOUNDATION WALL 3000 P51 � i MINIMUM 4$" 4" 35C�0 PSI BE�OW GRADE I FLOOR W%�6x6R WW ' • • • MESH 10 GA. • • -- — 4" DIAM. PERF. AROUNO PERIMETER 4" TO 6" OF UNDISTURBED I I OF NEW FOUNDATION. CRUSHED STONE 3—#4 REBARS SOiL I � l MINlMUM 4�" �RAIN TILE DAYLIGHT IN 20" X 10" MINIMUM 48' � BELOW GRADE � CONCRETE � BELOW GRADE � FOOTI N G � — — — — — — — — — — — — — — — — — — — — — — — — — — —J — — — — — — — — — — — — — — — — — — — — — — — — — — TYPIGAL SEGTiON A,—A L�FT SIDE ELEVATION RIGHT SIDE �LEVATION SCALE Y4" = 1'-4" SCALE �'.aT = 1'-OA SCALE Ya" = 1'-O� 1 20,-0„ i - - - - - - - - - - - - - - - - - - � � - � - _._. : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� �� - - - - .._._ ..._ � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - � , , � - - - - - - - - - - - - , _ � _ - - - -- - - - � � _.. _.. - - - - - - - - - - - - - - - - - - - - - - - � ( ( � i i i i i I I i � � � , � ' � , I I I i ' ' � � I I o � � � I I , i ►voTE. . � � I � EACH GARAGE BAY TO HAVE PULLDO�+/N I I o � I I I i � � STAIRS ACCESS TO ATT1C TRUSSES ABOVE - � � � I � 1 ! EXPANSION JOINT ST4RAGE. LOCATIONS TO BE DETERMINED IN � � � � ( + N FIELD 0 EXP NSION JOINT � AROUND ENTIRE Y C��N�RA1..- GatvTFZA�TC�Ft AN1� Ct� R ARO ND ENTIRE � � PERIMETER I PERlMETER I I f I t ► � i � i � � � I I I I � � � F � O � NOTE: � /� p I i � I I � I NIONAL 3' WIDE X 5' HIGH 1� C/`�I-1 GARA � � I OPT O E I � N � � DOUBLE HUNG WIND4WS 36" � � � � AB4VE FINfSHED FL., DOUBLE � � I � � Zx10 HEADER ABOVE WINDOWS � i I � � � � � � � i I � I ON BOTH ENDS OF GARAGE W/ � ) � � 12" WIDE SHUTTERS ( � I I � � � � , , � � � I I � � � � i � , , � � i I I I I CONTROL JOINT CONTROL JOINT CONTROL JOINT CONTROL JOINT CONTROL JOINT CONTROL JOINT CONTROL JOINT CONTROL JOINT CONTROL JOINT � I ( 12'-O" 12'-O" 12'-O" � „ , „ 11 '-3" � 12'-O" , i � � 12 -O � 12 -O � 12'-C}" 12'-O" � � I I ' I I I I ' � � , , � � � � 2-1 3/4"x11 Y4" MICRO 2-1 3/4"x1 1 Y4" MICRO 2-1 3/4"x11 Ya" MICRO 2-1 3/4"x1 1 Y4" MICRO 2-1 3/4"x11 Y4" MICRO 2-13/�."x11 Y4" MICRO 2-13/4"x11 Y4" MICRO 2-1 �/4"x11 Y�" MiCRO 2—� 3/}"x11 Ya" MICRO 2--1 3/4"x11 Y4" MICRO � � I � LAM HEADERS _ _ � _ LAM HEADERS _ _ _ ^ LAM HEADERS_ T _ � _ _ LAM HEADERS _ _ _ � LAM HEADERS � i _ _ LAM HEADERS_ _ _ � _ _ LAM HEA�ERS _ � _ , LAM_ HEADERS , _ _ � LAM HEADERS_ _ _ , _ , LAM HEADERS � �; � - - - - - - - - - - - - -- - ---- - _ - - - - --- - ._ _ _ - - - A � ,. , „ , „ . „ . „ , » „ . „ , >, , „ , „ g>_�,. 3,_�,� 9,,0" 3'-O" 9'-O" 3'-O" 9'-O" 3'-p" g�_p�� � 8,. 18 9 -O 3 -O 9 -O 3 -O 9 -� 3'-O 9 -O 3 -O 9 -O 3 -O TYPICAL � , A � � �«� �5� GA�ac��. ���� $ � .. �ES�GN DArA 1�TE5: s rts Y�� Y x���:�����',� � FLOC�R FOUNDAT �K�r�+— � , �- ���-�, :. – a � �MB�� �� �� 5?F N0. 2 OR �QUAL Fb=1000�i � � , * I C�N P L A N � .�.�.,.i;�� r. L� '- , SCALE Y4 = 1 -O j3�.���+-�S ���'yE � ;��„��' �'• REVIStONS: APRIL 24, 2021 GEI�RAl. NOTES: _��13X�� p��s �.�.,���L�L ADDED WINDOWS OPTION, - THE�E PLANS COMPLY WfTH ECCG AND G -� - - AL�. H�AJ�R., � 3� 2-2X�0'S lJN��SS �""N�RWISF NOTED ��� �`' VERIFIE� BY TAB�E N1102.1 NOTE: '�' � '� � CORRECTED S(DE ELEVAT{ONS �s � �'� � g� � -- ALL 1►�lTER�O� ��v3EARi!�SG '�EADEK5 �G BE 2X4 LA�D�R 7�'E'E EACH GARAGE BAY TO HAVE 1 �7ara�e Portai �� ' ` �� THE CONTRACTO}Z SHALL COORD11vATE ALL - pOUBl.E FLOOkZ .�0f5T5 Uh�EK pARALLEL PARTI710NS EL.ECTRICAL RECEPTIC A L O U T L E T �`�� ";`�"-�� ASPECTS 0�'CON57F�UCTION i 0 CONFORM - ALL TRUSS CG'�=xv't1iZAT?O�rS 'C SF Si;P?_`rv 3Y FABRICATOR � , �, �� - TO TH� NEW YORK STATE UNIFROM FiRE AND SE NEW"�K 5 i At� �R�it1vD. Systems : � �` ;:i d�� ,-� PR�VENTfON aND BUI�D1t�iG CODE AND - FlRE B�OGK1?�G A5 PER NEW YORK STAT�GODE N0.602.8. ' ����,> ;, PROPOSED GARAGE 64 LUDLOW STREET LOCAL BUILDiNG GODES. 502.i2 A{�::5G2.�3 WA�i� �Rn.c�r�y K6�2,io — :; ���;�'�� -� CONDOMlNIUMS LLC. SARATOGA SPRINGS (VY 12866 - IT SHALL BE THE GONTRACI"OR5 R�Sf'ONSIBILITY t�► ���. � .^ �ty� ��� .:. -- DES�G� ��A.�J ASCE 7 CL1MAYiC ANQ qB�R/�i'�HiC�Sf6N CRlTERiA � .�. � " TO vERiFY' ALL DfMEN510N5 AND MATERIAL5 FOR -- RO�J= _�A:.�35�B5/5Q.�`. �iV� �OAD - 10 �B515Q. FT. DEAJ LOAD __ _-_ _ � z _ _ __ _ - - -_____�..._ __�__ __—_--_;__` �,__�__.— DESIGNED BY GARRY F. NATHAN PE 60895--1 RtGiS�E,��� ��A��MARKS OF SEtSMlC W1N7ER ICE BARflIER AIR hAEAN '� �'`��" t� ' � COIvSTR�I�N iN ACCORDANCE WiTH THE tNTENI" - t+f�,,�:, _RN k' AND 'T�l R" AR= T �' �� _.._ WlND OE&IiiN SUBJECT TO OAMA(iE FliOM F�oon � 5psed' Topogrephk Speciel wind Wit►d-bome �S�N Frost Hne �T?ESlGN UNDERLAYMfNT FREEZING ANNUAL � OF DrStGN. v��'<--��,�;,'S�R C�Rt'. 3C?5�, 10A�i0 LOAD ,� n ��. � , . 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