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Home My WebLink About20220208 10 Madison Exterior Modifications Site Plans & Other Plans � � � � � � � � � � — - - GEN ER AL N OTES _ _ ' � � � � — � � � � INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM / � — � A SURVEY DRAWING PREPARED BY i i � � � , _ — LEGEN D , — _ _ i � — ---_----"=--, � � �__�---""�� / � — � � -----------------' ; ------------------------- PROPERTY LINE � � � -� _-===--„""""............. 1 � � � - - ---- � � �„ 100.00 ---.-------- t � � , w PROPERTY LINE SETBACKS � � � � � �N 65` 35 ��::—�--==---""""................... � -------------- " """"` �� ----330----------------- EXI STI N G CON TOU R S N o. D ESCR I P TI 0 N D ATE � � - ------- � � � / , / , � �,�.:.�-�_"--__ � � _ ---�"- I 330 NEW CONTOURS REVISIONS � ---- - I � _ ff� ', � --��- - - - - - - - - - - - - UNDERGROUND ELECTRIC SERVICE -�- " 1 � ��, -� - � ; i o _„-„-..-„-„-,.-„-„_,.-..-„_ SANITARY SEWER LJ,J o / 1 �/ N Q / � 1�1�� LL �U � 3 i � j�i, EXISTING I -.-.-.- - -.-._ - -._ WATER SERVICE � w � Z � � a , � � ;1 pRIVE j ~ � = Z ; E/P EDGE OF PAVEMENT U � - '� � W � ow � --v-a�-�-�--�-----°�--�-a�- UNDERGROUND GAS SERVICE � � � � wN � 11 , � } w o � ,I Z U � ��'� SITE DATA v aJ " , , EX�STING ,1 � � a � �1'; G AR AGE �1 Q 3 Z o �1�,, PROPERTY ZONING CLASSIFICATION: UR-1 J J � � W U H ;; �, MINIMUM LOT SIZE:12,500 SF J � � � Q � �'; EXISTING � MINIMUM LOT WIDTH: 100 FT Q .� o L o ,�1'1 p OOL = � N co0o� a z � o � TAX MAP NUMBER: 166.69-2-29.1 � � o o T Q w w 1 I�, 1 I � -6 = N � C J p — I '� ACCESSORY SETBACKS REQUIRED EXISTING PROPOSED (n � L � Z ��C� o � Q 1 ""'_---"'".................. 11 � n � n � n U +� > fn 00 00 L Q C7 � � � n � n i n � � Q — � � H w FRONT 30 -0 117 -0 117 -0 Z � , 13,p4 � FROM PRINCIPAL BUILDING 5 -0 53 -0 53 -0 � X ,� `�`� °' � Q � � �� > » > �� - a 1 �1 SIDE 5 -0 10 -4 10 -4 � 6 c � �n � = o '1 REAR 5'-0" 13'-0" 13'-0" � o � M � 'o o E ~ , '� � w � c� >�w � ' � I SETBACKS REQUIRED EXISTING PROPOSED � �'� FRONT 30'-0" 11'-0" 11'-0" � , TOTAL SIDE 30'-0" 35'-2" 35'-2" WORK IS TO BE AS SHOWN 8c � I - SIDE MIN 12'-0" 12'-0" 12'-0" NOTED AND IN ACCORDANCE I ' o ' " ' " ' " WITH MANUFACTURER'S LEFT SIDE 18 -0 23 -2 18 -0 '� �, � � �� RECOMMENDATIONS, TRADE ` REAR 30,-0„ 86,-4„ 86,-4„ I MAXIMUM BUILDING HEIGHT 60 -0 29 -0 29 -0 ASSOCIATION PUBLISHED �, ��I � MINIMUM PERCENT PERMEABLE 30% 80.3% 76.3% G NERALLY A�CCEPOT DSLO A�L 1 � I o ACTUAL LOT SIZE: 15,000 SQ.FT. CONSTRUCTION INDUSTRY � i � ACTUAL FRONTAGE: 100 FT PRACTICES. � �'I N i �I N o �, ' z EXISTING SITE COVERAGE CONDITIONS 1 � I, � COMPONENT AREA PERCENTAGE 1 ' � �1 I TOTAL SITE 15,000 SF 100.0� � ,1 '� BUILDINGS 2,640.07 SF 17.6% � ; ACCESSORIES 317.03 SF 2.1% o '� 1 PAVING & WALKS 2,739 SF 18.3� � � �, � GREEN SPACE 9,303.9 SF 62� � N � � �-+ � °� '� 12.5' �, PROPOSED SITE COVERAGE CONDITIONS O � DO � N cn '� � COMPONENT AREA PERCENTAGE � � �/1 x ,� � � I�1 TOTAL SITE 15,000 SF 100.0� � � �, � ,� , BUILDINGS 3,237 SF 21.6% � � �� O �, � j ACCESSORIES 317.03 SF 2.1% .� �+ I, ,I PAVING & WALKS 4,058.97 SF 27� V � Q� � � 2� , Q � GREEN SPACE 7,387 SF 49.3% 0 � '� 2 0 12•p3� � � � � o � ; o p � � � � ,� � , o '1 C� i W � � •� � � , , �;1 23.6� °P � � � � � ,,I '� � � � , �. bA i 1 �.-+ �!1 ° �� i o � � i ' [—� � ' � �� 1 , ,� I ' 1 1 � ' 1 N � , W c0 1� TO BE RED�NE JU'- �n I , � 1 N _J Ic`�.P_ _---" _ � � _ ___--- — � , � i Q __ ___-- ; - __ — i __._ _--- � , ,i __ _ _ -- „ � _ ,, _ ____ _-- __--__—"- �� ,� _ _ __---- �p �L �__�-- �� D �� 0 9 CAD FILE NAME ACAD TORKELSONASSOC. GLAS SCALE 1" = 10�-Q�� THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS DRAWING TITLE EXI STI N G SITE PLAN 10 5 0 5 10 20 GRAPHIC SCALE DRAWING No. 1" = 10'-0" S- 1 � � � � � � � � � � � — - - GEN ER AL N OTES _ _ ' � � � � — � � � � INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM / � — � A SURVEY DRAWING PREPARED BY i i � � � , _ — LEGEN D , — _ _ i � — ---_----"=--, � � �__�---""�� / � — � � -----------------' ; ------------------------- PROPERTY LINE � � � —� _-===--„""""............. 1 � � � - — ---- � � �„ 100.00 ---.-------- t � � , w PROPERTY LINE SETBACKS � � � � � �N 65` 35 ��::—�--==---""""................... � -------------- " """"` �� ----330----------------- EXI STI N G CON TOU R S N o. D ESCR I P TI 0 N D ATE � � - ------- i i ::_�---"'`.- ` � � � � —�"— '� °'- � 330 NEW CONTOURS REVISIONS � i � �---- � o GENERATOR '� � _ - - ff'� , � --��— — — — — — — — — — — — — UNDERGROUND ELECTRIC SERVICE -�- " 1 � / �r, �- — rw. � _„—„—..—„—„—,.—„—„—,.—..—„_ � SANITARY SEWER W o 1 �/ N Q , � 1�1�1� � LL �U � 3 i � j�i, EXISTING I —.—.—.— — —.—._ — —._ WATER SERVICE � w � Z ; � a , � � ;1 pRIVE I j � � = Z j ; E/P EDGE OF PAVEMENT U � — ;1 � � W o Q w � '� --v—a�—�—�--�-----°�--�—a�— UNDERGROUND GAS SERVICE � � z � , _ � , � � } w o Z U � � � � SITE DATA v o � " ��'� � Q � „ ��'; EG p�R p,GE � � Q � o � '� o � 11 J � O �,�,,1 � �I PROPERTY ZONING CLASSIFICATION: UR-1 J � o = w � �; � M I N I M U M L O T S I Z E:1 2,5 0 0 S F � � � � o o � ;��,, � EX P O O I N� � MINIMUM LOT WIDTH: 100 FT = '� N �N � Z � o � T A X M A P N U M B E R: 1 6 6.6 9—2—2 9.1 � � � o o T Q w w �� -6 I N � C J o 7 ��(dj Oz } I �� '� ACCESSORY SETBACKS REQUIRED EXISTING PROPOSED V) � L � Z �`�`o ' � a i -----"________________________ \ �, FRONT 30'-0" 117'-0" 117'-0" z � �'' > v� °o°o� a " ; �\ � FROM PRINCIPAL BUILDING 5'-0" 53'-0" 53'-0" � � a ,� �� Q w � �� > » > �� - a 1 \ �� SIDE 5 —0 10 —4 10 —4 � � c � �n � = o , `� REAR 5'-0" 13'-0" 13'-0" o � � � .� x'o � 1, �\ i ''� � � w � c� >i°w � �� I SETBACKS REQUIRED EXISTING PROPOSED � l �' FRONT 30'-0" 11'-0" 11'-0" � \ �, TOTAL SIDE 30'-0" 35'-2" 35'-2" WORK IS TO BE AS SHOWN & � \ I - SIDE MIN 12'-0" 12'-0" 12'-0" NOTED AND IN ACCORDANCE I � ' o ' " ' " ' " WITH MANUFACTURER'S LEFT SIDE 18 —0 23 —2 18 —0 '� �, � � �� RECOMMENDATIONS, TRADE ` REAR 30,-0„ 86,-4„ 86,-4„ I MAXIMUM BUILDING HEIGHT 60 —0 29 —0 29 —0 ASSOCIATION PUBLISHED �, ��I � MINIMUM PERCENT PERMEABLE 30% 80.3% 76.3% G NERALLY A�CCEPOT DSLO A�L � pAVERs CONSTRUCTION INDUSTRY ' g" UE STONE ACTUAL LOT SIZE: 15,000 SQ.FT. � ii � ACTUAL FRONTAGE: 100 FT PRACTICES. '� � �� N o �, � �� '� z EXISTING SITE COVERAGE CONDITIONS o� I � �� COMPONENT AREA PERCENTAGE 1 � � � 4�� I TOTAL SITE 15,000 SF 100.0� � �, � �= BUILDINGS 2,640.07 SF 17.6% ^ � \ 1, ,�� ACCESSORIES 317.03 SF 2.1% � o ', \ �\, 1 PAVING & WALKS 2,739 SF 18.3� � � �, \ '\ � GREEN SPACE 9,303.9 SF 62� � N 1 �� y ; �.-� �p °� '� � �1� 12.5' �, PROPOSED SITE COVERAGE CONDITIONS O � DO cn '� \� �� COMPONENT AREA PERCENTAGE � � , \ '� � � „ � � �� TOTAL SITE 15,000 SF 100.0� � � � � �� REF , BUILDINGS 3,237 SF 21.6% � � �� O �, j ACCESSORIES 317.03 SF 2.1% .� I, , , � ', PAVING & WALKS 4,058.97 SF 27� V � Q� � � 23•� �� , GREEN SPACE 7,387 SF 49.3% 0 � � � ��'�� , � o o '� � � � � � ,� � , oN �1 � � 1, W � � .� � � � i �P , o � � o � '1 � ,,I �� , r^ bA 1 E�P 18•0' 1 �, 1 0 V 1 � ' � 23.6 ' [—I c� � i �� , �1 � ' � � ' , �' N � � � c�, � , ,, -� J � I � p p,VEMENT U'- c�'r_ �� , � 1 N _J Ic`�.P_ _---" _ � � _ ___--- — � , � __ 1 � a _�_- ; m - __ — � � --�"— ' ;1 -D _ _ ---� „ � , � _____�—" ��t_ 0 �� _ _—__ -�— 0 � ____---� — �_"--� �� L � �D �� 0 9 CAD FILE NAME ACAD TORKELSONASSOC. GLAS SCALE 1" = 10�-Q�� THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS DRAWING TITLE PROPOSED SITE PLAN 10 5 0 5 10 20 GRAPHIC SCALE DRAWING No. 1" = 10'-0" S- 2 � � r---------� I I �---------� I I D E M 0 L I TI 0 N N 0 TE S �---------� --------------1----------L-------------- O ---------------------- INDICATES EXISTING CONSTRUCTION TO BE REMOVED-CONTRACTOR SHALL PROVIDE SUPPORT OF ALL STRUCTURAL COMPONENTS PRIOR TO DEMOLITION 1� REMOVE EXISTING DECK STRUCTURE IN ITS G E N E R A L D E M 0 L I TI 0 N N 0 TE S ENTIRETY OR AS REQUIRED FOR NEW DECK. SUN ROOM O2 REMOVE EXISTING ROOF FRAMING AND SHEATHING AS REQUIRED No. DESCRIPTION DATE FOR INSTALLATION OF NEW ROOF OR FLOOR FRAMING. REVISIONS 1. REMOVE ALL EXISTING FINISHES THAT CONFLICT WITH FINISHES INDICATED ON THE FINISH PLANS. O3 REPLACE LOWER DOUBLE HUNG SASH WITH FIXED SINGLE PREPARE SURFACES AS REQUIRED FOR NEW INSULATED STAINED GLASS SASH. MATERIALS. �" 04 REMOVE EXISTING DOOR AND FRAME IN ITS ENTIRETY FOR INSTALLATION OF � N Q 2. REMOVE EXISTING WALLS, PARTITIONS, DOORS, NEW DOOR. NEW ROUGH OPENING TO BE DETERMINED BY NEW DOOR. � � FRAMES, MILLWORK, FIXTURES, ETC. SHOWN ON ---------- ------------ ------------ ------------ ------------ --------- � w w z THE PLAN WITH DASHED LINES. TURN ALL O 5 REMOVE EXISTING WINDOWS FOR INSTALLATION OF NEW REPLACEMENT WINDOWS. ~ � = Z SALVAGEABLE ITEMS OVER TO THE OWNER. SAVE NOW ROUGH OPENINGS TO BE DETERMINED BY NEW WINDOW. ! V z Q � AND STORE ITEMS INDICATED ON DRAWINGS FOR O �� w � o w LATER INSTALLATION IN NEW CONSTRUCTION. � w � � � U ' KITCHEN !I! = Z � � 3. REMOVE ALL OR ANY GENERAL, MECHANICAL, I Q J N AND ELECTRICAL MATERIALS NOT NECESSARILY i � o �I� r----- � o a � SHOWN, BUT REQUIRED TO BE REMOVED TO �� LIVING ROOM � � o 0 COMPLETE WORK. TURN ALL SALVAGEABLE ITEMS i O � ° o ;�_ _ _ _ _ _ � REF Q Q o Z OVER TO THE OWNER. � a i�� ____ J w c�i � I � i � � � � � o I 4. REMOVE ALL OR ANY GENERAL ELECTRICAL �r------ I� �i ------' � � `` � � AND MECHANICAL OUTLETS AS REQUIRED. PATCH � � � DN ' o = �� N co � �- z = o I I - � jll �0 � _ O N N O O ~ � EXISTING WALL AS REQUIRED TO RECEIVE NEW i i � � o o T Q w � FINISHES IF REQUIRED. i i O -� � 6 c z � �� > ? Z i �I� a� a a 6. C O N T R A C T O R I S R E S P O N S I B L E T O V E R I F Y W I T H i i O � ;i! z `-' �' ' � 0 0 °�� a Z � i i �� ,! � a� a - Q �, � w THE BUILDING OWNER FOR ALL REMOVED DOORS i i �� LAUNDRY/MUD ROOM -----`' � X �° "' "' °' � Q � WHETHER THEY SHOULD BE DEMO AND DISPOSED � � _- U � � o - a IL------ 6 � � � — o �/ O +� M � �O o � I I ------ � W � C� > I�w M AN WI H UIL IN WN . � � -------- � � � � � o � ir------ --- ------ �- ii ir------ ii ° -----_------------_------------_------------_------ Ll______ WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE '� WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ii � ' ASSOCIATION PUBLISHED OO i i I FO YE R ------------------ R E C O M M E N D A TI O N S A N D ii VAULTED ___________________ GENERALLY ACCEPTED LOCAL �----- i �P CONSTRUCTION INDUSTRY i O2 ii i i � PRACTICES. i O3 ii DINING ROOM ii ! � F------- ii � � � �------- �-------�r�-_� � i i ! - r ,I i �_� �� i i F-i' 3 ii T'�� i - � = i i� �i 0 ii I ii �� i ��( �� i i F-�i i i ; i i � '�, � �� i j �Y IM M� �� IIF-�j ; II O \\ I� II � O I�� `� I I L_J� II 1 i ` -lJ— i i 5 - - � � I I\� MI I II I I�I � I I I� MI I II I IMI I I IM �l I II I IMI �� , ; � �� oo V `o ----- �+ `o �------- o � o0 � _____ �------- __� w � N � � ---- � , �------- , � � � � O � ,� ,� a.� --'�� OFFICE SPACE � � �� r-, EX I STI N G FRO NT ELEVATI 0 N PORCH o � � � 1/4" = 1'-0" � p � � � � � � � � � •b�A O �,.,,� o �" - - - ,� �' � � � � � � o � FIRST FLOOR DEMOLITION PLAN �, � � 1/4" = 1 '-0" �� 4 2 0 2 4 8 ---�� GRAPHIC SCALE � � i 1/4 - 1 0 �Q� 0 -------� ❑ ❑ ❑ ❑ -------� �O �� D /��\\ �� `u� /�i��\�\\ � � i'��// O \�� / \�� IT_-__��__-_TI r-------� 0 ii i�-----��i ii i�-----��i ii ii � ii ii � � � �I � I� ______________�__________�______________ -------� II �I i I� II �I i I� CAD FILE NAME -------------- I I � �� j �� j� �� r---� r---� r---� jl �� Ij ACAD�TORKELSONASSOC.�GLAS --------- -------------- , �, � �� I I � �� I I I I I I �I i I� SCALE / „ _ , „ �---------� ��` ��' � I��/ O �I I O I I O I I O � jl�i� O Ij � 4 � —� // �� I I I I I I �I`�� Ij �� I I I I I I �I � I� THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY i� �� i L___J L_-_J L___J il �� li AND IS IN RED INK. ONLY SEALS IN RED INK PROPOSED REAR ELEVATION �I � I� I� � �I SHALL BE CONSIDERED TRUE ORIGINALS ,� , �, ,� , �, �� DRAWING TITLE 1/4" = 1'-p„ ii \ii ii \ii r i ----1L------�` D E M 0 LI TI 0 N r-� i �-� �_�-J O � O �-�_ PLAN S AN D NOTES EXISTING LEFT SIDE ELEVATION DRAWING No. 1/4" = 1 '-0" A— � � � LEGEND 8c NOTES PARTITIONS BETWEEN GARAGES & LIVING SPACE TO HAVE 5/8" FIRE CODE GYP. BD. ON GARAGE SIDE OF WALL AND 1/2" FIRE CODE GYP. BD. ON 4'-0" 2'-0" 8'-11" 6'-3�" LIVING SPACE SIDE OF WALL. GARAGE CEILING TO HAVE 5/8" FIRE CODE GYP. BD. IN ALL INSTANCES. DBL. 2x 10 BEAM STUD WALL - 2x6 AT 16" O.C. AT EXTERIOR & BETWEEN GARAGE & LIVING � � , , ;. SPACE W/FULL THICK INSULATION. � � , ; , . i ; ;�' ;' ;'� �''� ----------- ------------- ------------------------------- --------- - 2"x4" AT 16" O.C. AT INTERIOR BEARING WALLS. � - - - 2"x4" AT 24" O.C. AT INTERIOR NON-LOAD BEARING WALLS BEAM �' �I ,/� ' �'�� FRAMING IS WWPA SPF#2 EXCEPT AS NOTED. No. DESCRIPTION DATE cb _ - 750fb - 1,100,000 E � �% �,' \'�, �' S,ZE REVISIONS ��. APPROVED �� INDICATES MEMBER, SIZE & SPACING. POST CAP. cO 0 9�' '`, sizE INDICATES BEAM SIZE. DBL. 2x10 BEAM W N � � o � POST - SIZE AS INDICATED. IF NOT INDICATED POST IS TO BE 2"x4" OR N ¢ 0 0 °' 2x10 FLOOR JOISTS � 2"x6" TO MATCH WALL & EQUIVALENT IN NUMBER TO BEAM BEING SUPPORTED. � � w �� ° ! I � � 16 O.C. z � �; J � a ;n � p ALL STEEL POSTS WILL HAVE 3-1/2"�b MIN. U � � Z ° DBL. i2x10 BEAM 9�_6�» � w o a Z I; FRAMING LUMBER SIZES ARE BASED ON WWPA GRADE SPF No. 2 EXCEPT AS � w � � � '- ----------- ------ --' --------------------------------------------------------- ; - ; '� �-------;------; ----;------� NOTED. LUMBER IN CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE — � z � TREATED. _ } w o U � Q = � DBL. 2x 10 BEAM � �� / o � DECK POST I I DBL. 2x10 BEAM � I LVL MEMBERS ARE BASED ON BOISE CASCADE VERSA-LAM. � o ,� M M � � �M Q � Zo i i ; i i i J � p ' ' ' ' ' PREPARED BY A LICENSED ENGINEER OR ARCHITECT GROUND SNOW LOAD 5 w � � _�_ �_ TRUSSES TO BE FABRICATED IN ACCORDANCE WITH DESIGNS & DRAWINGS p J � o � � o � - - - - - 0 sf. J - � - -------- -------- --� --------------------------------------------------------- ----------------------I � �� ------------ ---------�------� -----'- ' w � � � U � 3'-7" - 3�-�� 15 -1 '2'-6�" _ DESIGN WIND LOAD 115 MPH (ULTIMATE), 90 MPH 30 SECOND GUSTS. MAIN � � `` � "�" �"' FLOOR LOAD 40 PSF. (SLEEPING AREAS AND ATTICS 30 PSF) _ � 00 � � �- Z � � N N � _ N N N O O � � � 6 O O T ¢ w H � ; ; � ------------------------------- BEARING LENGTHS & FRAMING CONNECTORS TO BE SIZED TO DEVELOP FULL � � _ � � � �p o z r POST CAP ' � STRENGTH OF MEMBERS. (n � � � z � �� ' � a r--------------------- ----------------�� w rr------------ — � U � � fn OOOOL Q (9 N.T.S. i i � i i Z � �, a - � � Q �, � w i i �j 2x10 FLOOR JOISTS i i PROVIDE FIRESTOPS ABOVE INTERIOR BEARING WALLS. (� -6 � .X �° "' "' �' � Q Q �------------------------------ � �� -- ii i i o C�? 1 6 O.C. i �-------------------------------------� i 6 � o � � o � i i i i i i i i STAIRS: _ ALL RISERS & TREADS TO BE EQUAL � �o w � c� � �w � _ ooE i i i i i i i S T A I R S W I T H M O R E T H A N 3 R I S E R S T O H A V E A H A N D R A I L � i i � i ' i � (BOTH SIDES IF BOTH ARE OPEN) r---------------� i i i i , „ i i i � - MAXIMUM BALUSTER SPACING - SHALL NOT ALLOW THE i i i i i � 15 -6 i i i i PASSAGE OF A 4" SPHERE i �_______� i i i i i i i i i WORK IS TO BE AS SHOWN & i i i i i i i �----------- --------------------------� � i � �� NOTED AND IN ACCORDANCE i i i i i i i i i - OPEN PLATFORMS OR PORCHES MORE THAN 30 A.F.F. OR A.F.G. WITH MANUFACTURER'S � i i � � i ' i � TO HAVE GUARDRAILS. i i i i i i COMP. FILL i i i i RECOMMENDATIONS, TRADE i i i � i i i �--------------------------------------- -J � � HANDRAIL PROFILE TO HAVE GRIP SURFACE IN CONFORMANCE WITH ASSOCIATION PUBLISHED i i i i i i i i i i SECTION 315.2 OF THE NEW YORK STATE RESIDENTIAL BUILDING CODE. RECOMMENDATIONS AND i � i i i i i i � i i GENERALLY ACCEPTED LOCAL i i i i � i � � I i � BASEMENT HANDRAIL TYPE I CONSTRUCTION INDUSTRY i i i � i � � i � PRACTICES. i i i i i i i i i HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN i i i i i i i i � i i OUTSIDE DIAMETER OF AT LEAST 1-1/4 INCHES (32 mm) AND �_____________________________________i_ �_________________� �________________________________� i i i NOT GREATER THAN 2 INCHES (51 mm). IF THE HANDRAIL IS ; O � _ _ i i i NOT CIRCULAR IT SHALL HAVE A PERIMETER DIMENSION OF AT � i i �_______ i i i LEAST 4 INCHES (102 mm) AND NOT GREATER THAN 6-1/4 � --- --- - - ------------------------- ; i i � i i ---------------� -J 5/0 i i INCHES (160 mm) WITH A MAXIMUM CROSS SECTION DIMENSION � � i � OF 2-1/4 INCHES (57 mm). i i UP i i ! � i , i i ; i � r----� � L_________ MAIN STAIR HANDRAIL TYPE II i i � � i _ _ _�O�_ _ _ i � HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INCHES � i � i i i i i (160 mm) SHALL PROVIDE A GRASPABLE FINGER RECESS AREA � ! i i I �— L----J �---------i i ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL ; � i i - - - - - i i BEGIN WITHIN A DISTANCE OF 3/4 INCH (19 mm) MEASURED V CONCRETE SLAB � O i i � � � i i VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND �,,.� � i i UNFINISHED BASEMENT � � ACHIEVE A DEPTH OF AT LEAST 5/16 INCH (8 mm) WITHIN � � pp � i UNFINISHED BASE ENT i i 7/8 INCH BELOW THE WIDEST PORTION OF THE PROFILE. (� i � � � � i i THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8 INCH � � � i (10 mm) TO A LEVEL THAT IS NOT LESS THAN 1-3/4 INCHES C/1 ^ TYP. HOUSE FOUNDATION i i �_� 5�p S� I FURN/�CE SD i i (45 mm) BELOW THE TALLEST PORTION OF THE PROFILE. THE � � � 10 CONC. BLOCK ON i I i i MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL N O 20"x10" CONTINUOUS FOOTING i i � � � FURNAC CM i i BE 1-1/4 INCHES (32 mm) TO A MAXIMUM OF 2-3/4 INCHES .� � �� -+ � i i 4�0 4�� i i (70 mm). EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH (� � Q� � ' i O I HO i i (0.25 mm). � � ;------------------------------------r- i i i , � �_______________� ________� ________� �- �--� 2/$ �- � -� i i ALL HANDRAILS ARE TO RETURN TO A WALL, NEWELL POST � � Z ; i i r-------�- --+---- � � i i i OR SAFETY TERMINAL. � � � O � — — �— — — — — � � � bA � , , �— � � � � � c� ;� � - T-----------------------------� � i •• i i i -------------------------------------r- i i � ii i � I L----J i i INTERIOR DOORS � � .� � ' i i i � i i i i - BEDROOMS: SINGLE 2'-8"x6'-8" H.C. OR PANEL � �..� O � � i � --------------� V1 ,� ; i i i i i i , „ , „ � � i i i i i i i � PAIR 2 -6 x6 -8 H.C. OR PANEL �/I� �------------------------------------1-- I I � II I I � VJ C� L___J i i i i FINISHED BASEMENT - - - - i i , . ., > >, � i ________� - FURNACE (WHERE REQ D. FOR COMBUSTION AIR) 2 -6 x6 -8 � r� bA FOUNDATION FROST i i II i i ii i i LOUVERED DOORS. t� V1 � WALL EXTENSION � i � _________� � i i BI-FOLD WIDTH TO SUIT OPENING x 6'-8" � � � w I II L_________ r � i i I i i - GARAGE 2'-8"x6'-8" S.C. OR OTHER 3/4 HOUR FIRE RATED r � � � ' i II � " � fi--{� DOOR WITH CLOSER, FULLY WEATHERSTRIPPED INCLUDING SADDLE. o i i �� i i T m � i II � i �i ALL BRANCH CIRCUITS IN DWELLING UNIT BEDROOMS THAT SUPPLY 125 VOLT, i I i Q i I n i i � i II i i i i SINGLE PHASE, 15 and 20 AMPERE OUTLETS SHALL BE PROTECTED BY AN z i � ii � i � li ARC-FAULT CIRCUIT INTERRUPTER LISTED TO PROVIDE PROTECTION OF THE POST ANCHOR � i i II i i ii ENTIRE BRANCH CIRCUIT. � � � I r--------------------� � � I � I I I I II � I � I II I I I � I I I � II � � � � � I� II I I � � r-----------� � � � � I L — ------------------------------ ----J i i �--------------- -� i ' �i CARBON MONOXIDE DETECTOR (HARD WIRED & INTERCONNECTED GRADE i i i i ii i i � � W/BATTERY BACK-UP) - MAX DISTANCE BETWEEN CARBON MONOXIDE � � � � � i-- DETECTOR AND THE DWELLING UNIT SHALL NOT EXCEED 15'-0" i �--------------------------------------------J �-1 �-----------, i i i ANCHOR BOLT � � � � � � � � i i i i i � � i i i i i i i �� i i O SMOKE DETECTOR (HARD WIRED & INTERCONNECTED � i i i i I �---------------------------- ---� i S� W/BATTERY BACK-UP) A�Q� 0 i i i i i i �� MIN. 8"�b CONC. � i i i i L_________________________________________J O HEAT DETECTOR (HARD WIRED & INTERCONNECTED �O OR FOUNDATION � i i i i W/BATTERY BACK-UP) AC� WALL. � i i COMP. FILL i i CJ i i � i ' ' i USE ENERGY SAVING LIGHT BULBS IN ALL LIGHT FIXTURES IS REQUIRED � o i i i i IN ACCORDANCE WITH THE NEW YORK STATE ENERGY CODE. �� w m i i i i �" � i i i i z i i i i 0 � i i i i i i i i i i i i o i i i i � i i i i � I L-----------------------------------------------------------J � CADFILENAME � � ACAD\TORKELSONASSOC.\GLAS i i SCALE ,�/4„ ,�,—O„ BELL BOTTOM �� 1 OF PIER TYP. THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY (OPTIONAL) �k SHALL IBERCONSIDERED TRUE ORIGINALS PROPOSED FOUNDATION PLAN DRAWING TITLE 1/4�� _ , �—o�� ENTRY PORCH TYPICAL POST/PIER DETAIL PLANS WITH N.T.S. NOTES Bc 4 2 a 2 4 8 DETAILS G R A P H I C S C A LE DRAWING No. 1/4" = 1'-0" �— � � � 2x6 TOP RAIL 2x4 5/4 BALUSTERS BLUE STONE PAVERS SQU ARE FOOTAGE � 5" O.C. � � No. DESCRIPTION DATE 4 STEPS DECK- 435.7 SQ. FT. O 5.5" RISERS � REVISIONS � �� 13" TREAD STAIR- 32.5 SQ. FT. � `V 4x4 POST AT 8'-0" O.C. MAX. RAMP- 97 SQ. FT. W N 0 � N Q OU N �i � w �r 2x6 � 16" O.C. 5/4 DECKING �_ � � = a B E N C H 2x4 GUARD RAIL U Q Z o w � w i H � � � � o , , , (2) 1/2° LAG BOLTS (TYP.) = Q J � � PLANTING BED o � (2) 2x6 � U � Q � 0 RAILING SYSTEM- �� RAISED PLANTING 5.5"T RPISERS Q Q o Z �" STEEL CABLE WITH 1 3 T R E A D J � o � � CEDAR POSTS Q � o � RAISE GRADE TO MEET �, � STEPS (TYP.) � � ao � � � w � � — N N N O O ~ � DECK = � 4'-0" 9'-0" 23'-0" � o o T a w � � -6 N C J p - � � _ � � � �� (n � � � z � �� Q � a RAMP � � a; � � � �� Z � �'$ a SIMPSON ABE44 POST BASE U � � X � � � � � Q a � � � 6 � � � � — o N � � c � X�o � I I � � W � C� > I�w PLANTING BED PLANTING BED i i 8" CONC. PIER � � i i 3'-0" DEEP � � - BELL BOTTOM i i WORK IS TO BE AS SHOWN & (CONTRACTORS OPTION- i i NOTED AND IN ACCORDANCE INSTALL TREATED 4x4 POST � � WITH MANUFACTURER S � � RECOMMENDATIONS, TRADE WITH PRECAST POST � � ALL LUMBER TO BE PRESSURE TREATED BASE AT 4'-0" MIN. � i ASSOCIATION PUBLISHED BELOW GRADE) i i RECOMMENDATIONS AND i i GENERALLY ACCEPTED LOCAL � � CONSTRUCTION INDUSTRY i i i i PRACTICES. i i S�N ROOM ; ; R AM P SECTI ON � � 1 =1 -0 MASTER BEDROOM � � i i i i 5'-8" i i �---� � i i � � i i � ; � � �� L--J � --------------------------------------- -------- _ �——————————� �iI r- - - - - L----------J � � ------------------------------------------------------------------------ 1 LIVING ROOM � � :,�.� ` m � �� 0�4 � � _ ��; w � � -�-- � \� m , ; � ;�i � � I r----- VJ � �--� � I� O I ° - - - - - - � REF i � �� O .� � . i � � i i � i � �� , I i i�� ----- O i � C� � � " " ' O !! ! ;o Q KITCHEN ------ i EN ERGY CODE COM PLI AN CE N OTES o � � o� " % i �li , i V1 O � u'�� i �N i !i' �O i � � •� � � ' e o i � 1. C-RATED RECESSED LIGHTING FIXTURES SEALED AT HOUSING\INTERIOR ,� � �i i FINISH AND LABELED TO INDICATE < 2.0 CFM LEAKAGE AT 75PA MUST BE USED. � � � !li i `� I 3�0 ;i, ; i MB�THR 2. AUTOMATIC OR GRAVITY DAMPERS SHALL BE INSTALLED ON ALL �+ �+ � .,� LAUNDRY/MUD ROOM �---``' OUTDOOR AIR INTAKES AND EXHAUSTS. O � Q � , � � � � � NEW RAILINGS TO � --- - --------- ------ � I 3. THESE PLANS HAVE BEEN DESIGNED TO PROVIDE COMPLIANCE WITH THE � � _ � MATCH EXISTING REQUIREMENTS OF THE CURRENT EDITION OF THE NEW YORK ENERGY � � � - - ----_-----------_-----------_------------_----- � CONSERVATION CODE. � � STICK FRAME � � W/ RAFTERS TO � i ! o VAULTED i o 4. ALL HVAC SUPPLY DUCTWORK TO BE LOCATED COMPLETELY INSIDE �� M A T C H E X I S T I N G �—� ;i O T H E B U I L D I N G E N V E L O P E. � i 5. ALL HVAC DUCTS, AIR HANDLERS, FILTER BOXES AND BUILDING ` J � _________-________ CAVITIES USED AS RETURN DUCTS ARE TO BE SEALED IN ACCORDANCE I __ WITH THE REQUIREMENTS OF THE NEW YORK STATE ENERGY i UP W CONSERVATION CODE. I DINING ROOM 6. UNDUCTED BUILDING CAVITIES SHALL NOT BE USED FOR SUPPL OF HVAC AIR. i i 7. PROGRAMMABLE THEROMATS SHALL BE INSTALLED ON ALL FORCED AIR I FURNACES. � I 8. CIRCULATING SERVICE HOT WATER SYSTEMS SHALL HAVE AUTOMATIC 3�0 CLOSET � OR ACCESSIBLE MANUAL CONTROLS. �� _ I A��t' 0 9. ALL HEATING/COOLING EQUIPMENT SHALL BE SIZED PER ACCA MANUALS �v i BASED ON LOADS PER ACCA MANUAL J OR OTHER APPROVED METHODS. �Q 0 o i 10. ATTIC ACCESS PANEL TO HAVE GASKET SEAL AND INSULATION EQUAL C�� i TO ROOF INSULATION �0" � 11. WINDOWS TO MEET THE MINIMUM REQUIREMENT FOR AIR LEAKAGE WHICH IS p�� J ---- ------J < .3 CFM AND <.5 FOR DOORS � 3/0 0 12. MAKE UP AIR IS REQUIRED FOR A KITCHEN RANGE HOOD THAT IS > 400 CFM. OFFICE SPACE PORCH CAD FILE NAME ACAD\TORKELSONASSOC.\GLAS SCALE ,�/4�� _ �'—O�� THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS DRAWING TITLE - - - M AI N FLOOR PLAN WITH ADDITIONS PROPOSED FLOOR PLAN 4 2 a 2 4 8 1/4" = 1 '-0" G R A P H I C S C A LE DRAWING No. 1/4" = 1'-0" �— � � � No. DESCRIPTION DATE REVISIONS W N 0 � N Q OU N �i � w �r Z � a ASPHALT SHINGLES U � � ? � W a � � � ow w � � 2 Z U � UaJN � � a � 12 � � � o 7f� a aoz J � � wv � J � o � � o Q � � � _ 'U � ao � � � w � � — N N N O O ~ � O O U F � w � -6 6 N C J p ~ ALUM. FASCIA � � � � Q � _ � � � �p oZr � z � �— » Z z U � � fn 00 00 L Q C.9 WOODEN SUPPORT POST � � U � � x ,° "' "' °' � Q Q �, a — Q � � � ° 6 � �' � O � � � •� X � O � � � � W � C� > L�W � � WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY `- --- ---------------- ----' P R A C TI C E S. i.—.....—_......—_......---....----------._.._�.i i i i i i i ASPHALT SHINGLES i i i i LINE OF FINISHED GRADE i i �j Z i i TO BE PITCHED AWAY FROM „ , „ i i � � i i NEW RAILINGS TO FOUNDATION C�? 6 IN 10 —0 MIN � � � � MATCH EXISTING i i i i LJ LJ PROPOSED LEFT SIDE ELEVATION ,�� - ^ ' 1/4" = 1'-0" �I�/ � V � ALUM. FASCIA � N 0 � � � � � � a� � x S�PPORT POST � � � �� 0 �v � � � � o � NEW RAILINGS TO � � � � � MATCH EXISTING � � � � � � .,� O �,,,,� o �" � � � ,-� � � �, � o EXISTING FRONT ELEVATION o � � 1/4" = 1 '-0" � �� ASPHALT SHINGLES � ALUM. FASCIA �Q� 0 ❑ ❑ ❑ ❑ ❑ ❑ WOODEN SUPPORT POST �� 0 NEW RAILINGS TO MATCH EXISTING CAD FILE NAME ,- �� ACAD\TORKELSONASSOC.\GLAS `�� ,,�� SCALE ,�/4�� _ �'-Q�� I I I I I I I I I I I I I I I I i i i i i i i i THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY I I a I I I I I I AND IS IN RED INK. ONLY SEALS IN RED INK I I � Z I I I I I I LINE OF FINISHED GRADE SHALL BE CONSIDERED TRUE ORIGINALS i i � � i i i i i i TO BE PITCHED AWAY FROM DRAWING TITLE � � � � � � � � FOUNDATION � 6'� IN 10'-0" MIN SIDE DECK i i i i i i i i LJ LJ LJ LJ PLAN WITH PROPOSED REAR ELEVATION NOTES AND 1/4�� _ , �-a�� DETAILS 4 2 0 2 4 8 G R A P H I C S C A LE DRAWING No. 1/4" = 1'-0" �— � � � MAXIMUM BALUSTER SPACING 36" FOR ALL SHALL NOT ALLOW THE GUARDRAILS PASSAGE OF A 4" SPHERE -2x4 MAX. No. DESCRIPTION DATE REVISIONS MAXIMUM TOE GUARD SPACING SHALL NOT ALLOW THE PASSAGE OF A 6" SPHERE W N � � � N Q r � � � �" DIA. HDG v � w � Z CONT. FLASHING THREADED ROD _ � � = Z PER CODE WITH NUTS AND � ° STRINGER ATTACH BLOCK ° U � - W A S H E R S � o o MIN. 5/4 DECKING JOIST HANGERS (TYP.) R E F E R T O C O N N E C T I O N �J,J Z ~ CONT. FLASHING � o w p��Z PER CODE �� `V DETAILS ON THIS DRAWING � � MIN. 6 THK. SINGLE SOLID BLOCKING — � Z � 6-S D#9x 1�" S C R E W S �� o . C O N C. P A D o 2x POST HANGER � 24" O.C. U Q J o o , , o SHOWN OR 8-10Dx 1 " N �� ~ � ) � FLOOR JOIST i� „ i� � � NAILS OR BLOCKING p�2 Z 9" MIN TREAD ANCHOR BOLT G R A DI E. ABOVE � Q Q � '� DECK LINE OF FINISHED GRADE J � � o �" HDG LAG SCREW WITH HDG WASHER OR 3'-0" M I N. MIN. 2x12 STAIR � w � � SDWH TIMBER-HEX HDG SCREW (SHOWN) J O I S T STRINGER T O B E P I T C H E D A W A Y F R O M J � o � � o INTO TOP PLATE, STUDS OR HEADER » ? FOUNDATION � 6" IN 10'-0" Q c � � � � $�» MIN. 8 CONC. � M I N = � � 00 � ` � w � 3" MIN. THREAD PENETRATION MAX R � — � N � � � F � w � � � �- Z � SEE PLAN FOR JOIST � � � _ � � � �p o z r 0 P T I O N B 0 PTI 0 N A AND BEAM S�ZES � � � � ; � � �� Q � a N.T.S. N.T.S. U � � a � � � a �' � a X � � Q J � � 6 � � � _ 0 o � rr� °-�� 'o o E ~ , SEE PLAN FOR SPACING , � � w c� > �w WORK IS TO BE AS SHOWN & PROVIDE DIAGONAL BRACING TO THE BEAM TYP I CAL D EC K D ETAI LS NOTED AND IN ACCORDANCE WITH MANUFACTURER'S AT EACH CORNER POST GREATER THAN 1/2" = 1 '-0" RECOMMENDATIONS, TRADE 2'-0" IN HEIGHT. DIAGONAL BRACING IS ASSOCIATION PUBLISHED PROHIBITED ON CENTER POSTS. BRACING RECOMMENDATIONS AND SHALL BE FASTENED TO THE POST AT ONE GENERALLY ACCEPTED LOCAL END AND THE BEAM AT THE OTHER WITH CONSTRUCTION INDUSTRY �"0 LAG SCREWS PRACTICES. NOTE ALL RISERS & TREADS TO BE UNIFORM IN NEW CONSTRUCTION EXISTING CONSTRUCTION DIMENSIONS (NOT TO VARY MORE THAN METAL ROOF EDGE �".) IN ANY ONE RUN OF STAIRS. W/DRIP DIMENSIONS GIVEN ARE FOR OPEN RISERS, ADD �" NOSING FOR CLOSED RISER. ALL ^ , 2x SUB FASCIA LUMBER TO BE PRESSURE TREATED. �� V � ALUM. FASCIA w O � 04 VENTED VINYL � � n , � SOFFIT � � ,� VINYL TRIM m � N O Q c� . r..� � �, POST ANCHOR � •U V1 � � � �+ N `° � � � �+ � � � GRADE � -�-� � ,� O �,,,,� o �, ANCHOR BOLT 6x6 POST � ,_, THERMA-TRUE � � � FIBER-CLASSIC DOOR SIMPSON STRONG-TIE �. bp STANDOFF POST BASE � �,,.� � O MIN. 8"�b CONC. Q � � � OR FOUNDATION � � c� WALL. � 4" SLAB �� 3" 0 J m 12" #4 BAR 1'-4" ANCHOR z � a #4 BAR CAGE I 2'-0" � M BELL BOTTOM i� �l #4 DOWEL 90' , (2) #4 CONT. OF PIER TYP. HOOK „ (OPTIONAL) �k � 4 CONC. SLAB SET ON UNDISTURBED A�Q� 0 6" COMP. FILL SOIL �� 0 TYPICAL POST/PIER DETAIL TYPICAL PIER SECTION �� i i N.T.S. 1/2" = 1'-0" 0� i i 6 MIL VAPOR � i i RETARDER � i i � ol z i i O �� i i i i i i i i i i i i I I CAD FILE NAME i i P R 0 P 0 S E D S ECTI O N ACAD\TORKELSONASSOC.\GLAS 1 2 = 1 -0 SCALE 1 4�� = 1�-0�� -- � » > �� THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS DRAWING TITLE SIDE DECK SECTION AND DETAILS 4 2 0 2 4 8 G R A P H I C S C A LE DRAWING No. 1/4" = 1'-0" �— � �