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2004-382 (2) - ' GENERAL NOTES TCH - -- " ce �j B SlN IRON "x �f FOUND n ° � s , 330.3 J \ FRAME I } GARAGE 4i I NOW OR FORMERLY I T. THOMAS & KAREN L. ZIEHNERT t. Q I BK. 912, PG. 261 3373 NOW OR FORMERLY T. fll",�� FRAME TAX MAP. 227.17-2-16 JOHN G. & EMMA M. KEATJNG � I y \ / 8K. 990, PG. 291 s_ I s� SHED \ �+ TAX MAP: 227.17-2-15UP = NOW OR FORMERL Y I a' RICHARD J. OKEEFFE /�k o° �i / ON BIRCH 1 STORY o o FRAME CAMP s3 BK. 1120, PG. 195 i p P� RGR 9 I w ' TAX MAP: 227.17-2-i1GMp 1�� 338.O I (FOUR-TWELFTHS INTEREST) EVERGREEN W OF CAPPED IRON \ I SHRUBS ROD FOUND \ I zix / i I O BOAT STORAGE AREA" 3 3.71 5,. s90 'r 9 ry (INTEREST IN COMMON iNTH OTHERS) ,� / // �340 DEEDI 93.71') EXISTING CAMP ° �o Q d MAPLE N 73'41 30 E � ( V - U �� CAPPED IRON ���� 15 ` ,51 f f3' SO. CONCRETE I SITE LOCATION MAP o ROD FOUND / . �N s \ BASIN FOR WATER / ��E�S 339.8 �. �� PIPE CONNECTION 1 343.5 /' / / i�E 340. '��� LAMP I X I( /� / ! PR SEP77C 5., ��s� / \ 34p.po` POST I CLEAN O. tSo 00_-_ _ ", - _ it {{ / aa° / \\ �� APPLE 17 ' � �__3a1. - MAPLE E � -98-01` o 1 / / BACK/ _ _ DOOR ILL o'�o if IRON RODAELEV. _ N 74'4T40"-__• FLAG { 1 / O i POLE ?� (ELEV. 43 2) 3411. _ _ ALUMINUM I N 340.9�- s _ E o �. .n�so. ROD N _ e / I a1oo 0.258 1 STORY J fix. FOUND 92139 _ 1349'-sQFT. ' ACRESt \\ FRAME CAMP ' CAPPED IRON W d ROD FOUND F 14' yy10E R.m _ -• 3g�00 SPIKE O / 341.4 \\ o_ D AREA O _ - 102.70 :°o\ FOUND 343.5 i ` ' LANDS OF ` - - / DOOR SILL WOOD l 1ti6� - - S 74'47'40" W I / IAN ROWLANDSON (ELEV.=343.2) srooP / _ . _ ._ .- - _-- I ` ---- BRICK \ BRICK~Buses l �''J CHIMNEY \ 4 �OOT N70f RIGHT OF WAY CHIMNEY REf'kR£D TO 1N DEED TO I I U77. POLE 341.5 WATER ! �s IAN',R�ANDSON ✓ NM 7 EXISTING SHED WO00 341.4 HOOK-UP o� 1 (Sobo 1177 AGE 45) ✓ I �I NYT 7 TO BE RELOCATED o£CK \ ENCLOSURE NIP" 342.5 1 STORY \ I "� NOW OR FORMERLY ? \ g2oo--------- / FRAME CAMP G 3 -- _ I KATHER/NE J.:KEATING & I ��� i' FRAME G� it MARE THERESA FISHEER DRILLED �r ' SHED BK. 595, PG 766 , 11 1 p p 4' ��� QI TAX- MAP.,\227.17-2-13 \ 717P OF CAPPED 1` ^ 1 0 O Q / O \ fb \ I 1 I o \ DRILLED WELL W / 3 3 ELEV. = 343.0' n �1 U7Z. POLE \\ Nn jA1 \\\ I 3 4/26/04 ISSUED FOR CONSTRUCTION WITH PLANNING BOARD APPROVAL \ W 1 0 3 2 4/2/04 ISSUED FOR SITE PLAN REVIEW W. PINE 65 / /�\344•00 1 STORY ado 1 2/6/04 ISSUED FOR SITE PLAN REVIEW \ OS� � / FRAME CAMP N I ISSUED FOR SITE PLAN REVIEW o�RNEpO FRAME � Z 0 10/15/03 / SHED /I I A 10/14/03 ISSUED PRELIMINARY ------ \ \ I \ / I NOW OR FORMERLY \\ _ / I =I NO. DATE REVISION °\ / \�S �\ ''\\ h��� I ,• // J 00 -- i 1 ✓OHN & MARTHA SCHMULBACH ` -CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS PRIOR TO ��� °o 1 i I'\\ ���344.4 1 343.7 8K. 646 PG 583 �\ \ / � ( _ _ WOOD l { PROCEEDING WITH FABRICATION OR OTHER CONSTRUCTION ACTIVITIES \ \\\ \ \\\ � STOCKADE O�O� 1 TAX MAP: 22Z17-2-12 AND REPORT ALL DISCREPANCIES TO THE ENGINEER. �\ / _ _ 'Soo .� �� 31"0 -DO NOT SCALE THIS DRAWING. hl / _ \ PIPE o \3 \ lNV=344.'SS�s l - __-__ 8" so•00 _ I yam/•• - _ X345.7 '1�---__ MAPLE FOUND _-. _ _ �.AND.�TFatet_ /�IPMCNT DAT&SHALL..BE _ \ s _ I MAGNE7TC ,SUBMFITED TO THE'ENGINEEI? FOR REVIEW ON ALL S RUCTURAL 1 1 \ u \ SIGNAL FOUND \ \ I \ 345.8 \ .117 `---__-__ (DEED = 95.0) s � ----_- (DEED = 146.95)I STEEL, REINFORCING STEEL, CONCRETE MIX, EQUIPMENT, MASONRY -- -- -- -- JOIST ---- ------ --- -. I MATERIALS, ATTACHMENTS, GRATING, METAL DECK, TRUSSES, S, \ \ -�-"-- I ACCESSORIES, ETC. REVIEW OF THIS SUBMITTAL DATA BY \ -----�_---346.00---- � \ POLE p0 ---_�__ >� `------ l` \ \ / ! 3a6. \ �-� ENGINEER DOES NOT RELIEVE CONTRACTOR OF RESPONSIBILITY FOR �\ 3soo\�, \ \/ / �-- \ _-__��__-� GRASS & CRUSH£d STQN£ DRIVEWAY - - ACCURACY OR FURNISHING MATERIAL AND WORKMANSHIP REQUIRED �\ CAPPED /R 2O WIDE`RJGHT OF WA \ IRON PIPE o\\ �� 1 _ BY CONTRACT DRAWINGS AND SPECIFICATIONS. ON PRIVATE SECTOR \ FOUND LAYING \ \_ -'' \ I l ROD FOUND __ ---------------------------- PROJECTS, NCE RESERVES THE RIGHT AT ITS SOLE DISCRETION TO \� ON SIDE-� \ ����\��\ -\ l \ 1 / j �- ___ _ - - W OF ggR�__-- 6 5 REJECT ANY CONTRACTOR OR SUPPLIER THAT IT BELIEVES IS NOT 3`S2 3490 346.00`` \ \ I ���--347.00 - -- -_ 346.00 \ �' 6-5 SUITED FOR THE PROJECT. ____ 9 THIS DRAWING AND INFORMATION CONTAINED HEREIN IS THE PROPERTY `�_ - -- - � IRO i�--oo p!p OF NORTH COUNTRY ENGINEERING, P.C.. NEITHER THIS DRAWING NOR NMY6 %2 PIPEFOU ANY DATA OR INFORMATION THEREIN SHALL BE COPIED OR REPRODUCED IN ANY MANNER, LOANED OR OTHERWISE DISPOSED I tp? V A• FOUND (BENT) I o OF, OR USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE PRIOR WRITTEN PERMISSION OF NORTH COUNTRY ENGINEERING. IF THIS CASED WELL DRAWING IS LOANED WITH OR WITHOUT AUTHORITY OF NORTH 0,--_ - \ \ _ \ \ ( �h *7.5' TALL COUNTRY ENGINEERING, P.C. THE BORROWER IN CONSIDERATION OF ° \ 3sr.00-\ \ \ / / SUCH LOAN, AGREES TO THE FOREGOING CONDITIONS AND TO �\ RETURN THIS DRAWING UPON REQUEST. NOW OR FORMERL 1� \(?OBERT A. MARRA ``3s2.00�\ \\ \ / ��s� \ -UNAUTHORIZED USE, COPYING OR MODIFICATION OF THIS DRAWING OR �--- SPECIFICATIONS IS IN VIOLATION OF THE COPYRIGHT LAW OF 1976 \\ Bkh\663, PG. 1045 _ ��\\ \\ / �\ AND THE ARCHITECTURAL WORKS PROTECTION ACT OF 1990. \ WILLFUL INFRINGERS OF THESE RIGHTS MAYBE SUBJECT TO Q TAX MAA�227.f7-2-10 3s $150.000.00 STATUTORY DAMAGES IN ADDITION TO COMPENSATORY \ / / DAMAGES. NOW OR FORMERLY -UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A U h \354.0 \� ~ r -J \ I I 1 I L�� �_ ROBERT A. MARRA a< VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YOR': \ - - - - °\ -- �� ` ( �� / 3 STATE EDUCATION LAW. \\\ -�\ � i - s2.00�_ BK. 663, PG 1045 P e t �k1 g, t {'rtt^'3 h a s+ L'n '"' 1 t'v Z e h a 1 { •� h�V@ SI? c. IJf -- f� �I ... '� � � vty \} (�l / TAX MAP: 227.17--2-10 �y�\\ ��• '. object', 77 LL o f, a M151 I I , ,� ,t �.;� �.1 t 4s. NORTH COUNTRY LJ� \\ \\ \ \\ ��ji INV.=35155' - ----353.00- \ \ � 1 \\ X356.6 \\\ \\ \\ \ 'f/ 0 ENGINEERING, P.C. W \ \\\ O \�\ \ \\'\ 2 WARREN STREET, GLENS FALLS, NEW YORK, 12801-4531 (518) 798-0125 LL ° 355 5 z \�\ X 359.6 O X 359.1 °o\ °O� /// / SEPTIC SYSTEM o ,} DESIGNED FOR / X 3571I ll --3ss.00-� / l ` IAN ROWLANDSON r X356.4 / I 0 All, \\ X3606 n� C II �// co DWG. TITLE. �1 \\ X361 0 X`57.4 EXISTING CONDITIONS 362.6 I I I { I DRAWN: PM 1 X361.zy CHECKED: DMK X361.3 R X356.7 SCALE: 1"=20' f-41`j/f 356.9 DATE: 05/01/03 o ' 1 // X JOB NO. 03-06.01 (_� � � 11 ��J X 357.6 ry DWG. N0. >- 0 r 1� 0 O� 11 X3571 1 �l U � / 3 GENERAL NOTES c rcw � I B 57N I 1. ABSORPTION FIELD TO BE 100' OR MORE FROM IRON PIPE ANY LAKE, SWAMP, DITCH OR WATERCOURSE FOUND �,�' INV.= TEST HOLE PERFORMED ON 9/12/03 - ' { 0 330.3' • TH-1 2. DISCHARGE FOOTING, ROOF AND CELLAR 337.3 \` FRAME 0"-6" TOPSOIL DRAINAGE AWAY FROM SEWERAGE SYSTEM+ GARAGE 6" 24" REDDISH BROWN SOIL WITH SOME SILT 3. DISPOSAL FIELD SHALL BE CONSTRUCTED NOW OR FORMERLY ` 24 I NO MOTTLING OR IMPERVIOUS SOIL 1 7140MAS & KAREN L. ZIEHNfRT I 1 3373 \ 1 PT-1 4. SEPTIC TANK TO BE 10' MIN FROM HOUSE BK. 912, PG 261 NOW OR FORMERLY FRAME TAX MAP. 227.17-2-16 JOHN G. & EMMA M. K£A77NG STABILIZED PERCOLATION RATE AT 4 MIN 30 SEC , 5. WELL TO BE LOCATED 100 MIN. FROM SEPTIC SHED I! `\ , BK. 990, PG. 291 1 I SYSTEM. � 1 a I \--- --338.00-_� TAX MAP: 227.17-2-15 PT-2 OF STABILIZED PERCOLATION RATE AT 7 MIN. 20 SEC. NOW OR FORMERLY oo' �% I I RICHARD J. O KEEFFE / o° o°'/ ,' 110���'- BIRCH N 1 STORY BK. 1120, PG. 195 0 E° /1s1' ll�l �0 GRp��O,�%1 1 0 ° / D�RIBUTION BOX , "o"00AoE _� LJEN SYSTEM FRAME CAMP TAX MAP. 227.17-2-11 / / PP 0�P ( ECIFICATIONS 338.D INSTALL I PER I (FOUR-TWELFTHS INTEREST) , / 1,000 GAL, SEPTtQ TANK ROW of MANUFACTURERS 1 / / y i APPED \ 1 I N INV L 335.6 EVERGREEN 13 OD FO QUIREMENTS, (14) 5- 9 \ I / ' / SHRUBS i ( 71 \13 \ o BOAT STORAGE AREA" QO.�� 4 LONG x 3 WIDE d MAPLE ° INTEREST IN COMMON WITH OTHERS i / " " I ( ) '41 30" E .P�.- 34� IN-DRAIN / \ O o i PROD SOUND 7`- _ .- , �� �\� s � \� BASIS OF DESIGN 343.5 , CONCRETE / N ��' r rrr SZ \ S>. `_340. • _ _ _ _ \ NYSDOH REQUIRES 195 LF OF TRENCH FOR 3 U ( BASIN / ����° \ \ 1 ♦ °per x TOP COVER r__J ♦ SK tSa _ c 1 INV EL 338.81 � / ti ♦ _}41 00__-- /" _gg_oi j _ II ,20, BACK - ! \ X `�(1►� `d F ,`� \MAPLE' N 74 4T40" E._ . p _ I BEDROOM HOUSE AT 390 GALS/DAY Z ♦ ♦ I ! �\ ��\��\ K♦ / _ _ . _ . _ - ALUMINUM ELJEN SYSTEM FOR 390 GPD IS 56 LF I I !1 / t3♦♦\�t�Q�( �'SO. ROD ` K 1 if 10' / 00 0,258 `lj ��\`� ` v �� FOUND 92 39' 134J��FT t 13 _ - \ i ABSORPTION LENGTH 56/4=14 ACRESf ��� ♦ s�Q i C DP OUNDN OF 14' W10E R.O.W. _ - _ . �34 - SPIKE 343-s , 341.4 \�Gb 3 ♦y/ y / 6� _ _ AREA 10Z.7o �.O°\ FOUND USE (14) 4' LONG x 3' WIDE ELJEN "IN-DRAIN" I /1 LANDS OF \ 47 _ _ _ 1 IAN ROWLANDSON \ �ti'_ . _ _ - S 74'47\40\ I UNITS v+ 'i Buses l 4 FOOT WIDE RIGHT OF WA \ 1 N q / PROPOSED 3 �`" %� p% EXPANSION AREA REIFERED TO IN DEED TO `` \ a ! / y, I NM POLE PT-1/ BEDROOM HOU3E5 / \ ;� IAN RANOSON NM 7 \\ „ 1 ! 1 1/ 347.4 \ f / (BOOK 117'/,-eAGE 45) / I �{ NYT 7 PROPOSED 15 11�1 F.F EL 344.0 WR-1 A ZONE ADS;N-12 DPI ilk /;/ \ \ ` \�z� ti 342.5 1 STORY \34 I { ?00 \ NOW OR FORMERLY \ 20 FRONT SETBACK (SAME AS R.O.W. WIDTH) --___ FRAME CAMP - �/ KATHER/NE J. KEA77NG & \\ \� 1 // /G� ` zI MARIE THERESA FISHER DRILLED I 20' SIDE SETBACK le _� \ c\ , BK. 595, PG. 766 / 2 1 o°° I 1 i ��%J~/ry /0,0 \ /3a3p0 TAX�GfAP,�227.17-2-13 1\ J c1 20 REAR SETBACK \ 0 1 0� Q/ O 1 \ I ! _ ` / �'L.I11 \ \ Lm / U \ 1 NTH/1/' / / �� 0 1jol (n J300, \ n \ o\ \ UTt. POLE \\\ 5 _� o NM 71A 3 4/26/04 ISSUED FOR CONSTRUCTION --343p0� \ �\ NYT 7-1 \\ 1 \ WELL; / / c,��O \ U \ \\ 1 �I WITH PLANNING BOARD APPROVAL \\ �\ Z � �. QO \ 1 \ ► 2 4/2/04 ISSUED FOR SITE PLAN REVIEW \w PINE 11 1 STORY 1 2/6/04 ISSUED FOR SITE PLAN REVIEW 0-, �� FRAME CAMP c^r \ 1 10 15 03 ISSUED FOR SITE PLAN REVIEW FRAM_-_}440 \ � \ /� � 1 O / / v /pD SHEDS A 10/14/03 ISSUED PRELIMINARY / I N0. DATE REVISION __ I % \�\ /' \ NOW OR FORMERLY 1 \ °o // \\� �� �\ a� I I / o � J _ 344.00- 1 JAHN & MARTHA SCHMULBACH 1 1 / O 1 \ -CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS PRIOR TO �\ °o �� � I r �� 0344.4 1 343-7 BK. 646, PG. 583 \ PROCEEDING WITH FABRICATION OR OTHER CONSTRUCTION ACTIVITIES \ - \ AND REPORT ALL DISCREPANCIES TO THE ENGINEER. _-____ �3gs ;VAPLEO' \ / l TAX MAP. 227.f7-2-12 -DO NOT SCALE THIS DRAWING. 1/ -- - _ °°� PIPE ' 00 INV=34 'SS�.!! - - _ " \1SHOP DRAWINGS AND MATERIAL/EQUIPMENT DATA SHALL BE 345.7 � -__ FOUND i MAGNETIC SUBMITTED TO THE ENGINEER FOR REVIEW ON ALL STRUCTURAL SIGNAL FOUND STEEL, REINFORCING STEEL, CONCRETE MIX, EQUIPMENT, MASONRY \ I \ 345.RIP-RAP MATERIALS, ATTACHMENTS, GRATING, METAL DECK, TRUSSES, JOISTS, SEE DWG C-3 __ _ _ / \ � METER ----___ _ \ "- ----------------I____ ____ _ ___ 1 ACCESSORIES, ETC. REVIEW OF THIS SUBMITTAL DATA BY \ _ \ ENGINEER DOES NOT RELIEVE CONTRACTOR OF RESPONSIBILITY FOR �_----__--- POLE - ACCURACY OR FURNISHING MATERIAL AND WORKMANSHIP REQUIRED 00----J� �\ \ a6p0\ - GRASS & CRUSHEd S7UNE DRIVEWAY--- \ / �\ - BY CONTRACT DRAWINGS AND SPECIFICATIONS. ON PRIVATE SECTOR IRON PIPE \CAPPED 1R0�1 2O' WIDE�JGHT OF WAY___ �_ --_____ FOUND LAYING �- \ \ / ROD FOUND R SUPPLIER THAT T BELIEVES 15 NOT "----- -"-' U1Z. POLE PROJECTS, NCE RESERVES THE RIGHT AT ITS SOLE DISCRETION TO \ ON SIDE-� \ ��\�� \ T �___ __-__ ---0 OFFBARS 61/� \3s2 �34so �� ��_}aa.00-�� i I " � _-}a7.o0 -- -_ - - -- 3as.00 -`------------------- REJECT ANY CONTRACTOR 0 T I 6-5 SUITED FOR THE PROJECT. 3S0 \ �\ __ --�___ - -THIS DRAWING AND INFORMATION CONTAINED HEREIN IS THE PROPERTY 348.00 - � 9/ 9 i IRON OF NORTH COUNTRY ENGINEERING, P.C.. NEITHER THIS DRAWING NOR ----- \ GUY POLE IRO N c PIPES ANY DATA OR INFORMATION THEREIN SHALL BE COPIED OR NM 6 1/2 PIPE FOUND REPRODUCED IN ANY MANNER, LOANED OR OTHERWISE DISPOSED FOUND OF, OR USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE PRIOR WRITTEN PERMISSION OF NORTH COUNTRY ENGINEERING. IF THIS DRAWING IS LOANED WITH OR WITHOUT AUTHORITY OF NORTH WELL COUNTRY ENGINEERING, P.C. THE BORROWER IN CONSIDERATION OF o \ \ ^ / �� f1.5' TALL SUCH LOAN, AGREES TO THE FOREGOING CONDITIONS AND TO o \\ ass/.0p -` ��\ \\ 1 / \\ / j N j RETURN THIS DRAWING UPON REQUEST. NOW OR FORMERLY_ `� \\\ v \\ I j \\\ �-�� / // �"� M -UNAUTHORIZED USE, COPYING OR MODIFICATION OF THIS DRAWING OR \(tOBERT A. MARRA 3s2po� �\ �_ �' \ °S� \ \ / SPECIFICATIONS IS IN VIOLATION OF THE COPYRIGHT LAW OF 1976 AND THE ARCHITECTURAL WORKS PROTECTION ACT OF 1990. BK.\,663, PG. 1045 \��� \ \\ \ �\ °� \�\\\ / l WILLFUL INFRINGERS OF THESE RIGHTS MAYBE SUBJECT TO / \ \ / $150,000.00 STATUTORY DAMAGES IN ADDITION TO COMPENSATORY TAX MAA\227.17-2-10 `3s30o \\��\ / �� \ I r 1 �\V/ // DAMAGES. r 2 �__ a-- \1 ' / -UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A hp _ �\ --JI \\ l L _ 3s2.00�J ) NOW OR FORMERLY VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK 11_ � �3s40p\ \�' 1 ` �? ��_ ROBERT A. MARRA STATE EDUCATION LAW. BK. 663, PG. 1045 TAX MAP: 22Z 17-2-10 L�=351.1' \ \ Aso oo\\` o\ \v1 1{ w �Ni i I INV-J51.55' 353.° NORTH COUNTRY W 356.ECD ENGINEERING, P.C. \\ \\ \\ \ z z W 0 \\ \\ \� 2 WARREN STREET, GLENS FALLS, NEW YORK, 12801-4531 (518) 798-0 225 LL 355.5 / Z \ 35g.8 0 359A 00 °o\ f SEPTIC SYSTEM o ) 1 DESIGNED FOR c� ) 357.f II F__35600�--- IAN ROWLANDSON ! 1 356.4 ' I , \ W \l I 20° � I i �• �'� DWG. TITLE: \\\\ 361.0 8 I 6 3 / FPS/' / / VVV �y� �56 �`�,, 3574 SITE PLAN DESIGN 3626 I � I �/ y>�j/ I I Q 1 I 3s1.z RAWN: Pm CHECKED: DMK 4Q SCALE: 1"=20' 361.3 3 (' W 1 356.7 DATE: 10/14/03 I /p I 1 356.9 yo 11 JOB N0. 03-06.01 0 I 1 357.6 _ 362.00`-\� I. 1 W . a_ 01 1 O 0 0 11 357.1C-2 1 U _ ---�' GENERAL NOTES __ -_--t /O __ - - • �P- %/�� B SIN I PPE - I 1. ALL CARE SHALL BE TAKEN TO PROTECT FOUND ��INV= / I I EROSION AND SEDIMENT CONTROL MEASURES 0 330.3' DURING THE DEMOLITION AND THE CONSTRUCTION PHASE OF THIS PROJECT. tq \ 337.3 I \ FRAME � GARAGE I 2. RIP-RAP (3" TO 6" IN SIZE) SHALL BE I STRATEGICALLY PLACED BY HAND IN THE NOW OR FORMERLY I STREAM CHANNEL BETWEEN 12" AND 15" 7H0MAS & KAREN L. ZIEHNERT I CULVERTS BK. 912, PG. 261 337.3 NOW OR FORMERLY I I TAX MAP. 22ZI7-2-16 JOHN G. & EMMA M. K I 3. PLACE HAY BALES AS SHOWN ON PLAN PER SHEDS 1 I ` \\ / BK 990, PG. 291AnNG ; DEATIL ON DRAWING D-1 DURING DEMOLITION. T � I a I TAX MAP: 227.17-2-15 I / UP ^� I --� 4. THE ROCK CUTTINGS FROM THE WELL DRILLIN NOW OR FORMERLY °o I i' I OPERATION SHALL BE REMOVED AND HAY BALD BARRIER of _ BIRCH TMN PROPERLY DISPOSED OF. 1 RICHARD J. O'KEEFFE /° o° o° /' 00 � � BIRCH 1 STORY t i 0 ,'� / GPI �Ul�1 a I BK. 1120, PG. 195 i' 0 0 0 E �/p �i'� / P�6RGROU FRAME CAMP i TAX MAP: 227.17-2-11 �� / �/ ��' SILT FENCE PP�RGp t����'' 00`�\� 33s.o I %I I (FOUR-TWELFTHS INTEREST) �oROW OF EVERGREEN i' �' CAPPED IRON \\� 1 O BOAT STORAGE AREA"/ / / SHRUBS 71 ROD FOUND I a ��' 340�� 93 HAY BALE BARRIER d MAPLE 39° nI I (INTEREST IN COMMON W/1H OTHERS) I � N 73'41'3 " E `34 CAP ROD FOUND i5(\ 339.8 C I 1 P 04 R, � � ��\ AP So � _34t o0___- / ��\ 98.01' - 0 11 1 <1` /� ' APLE` N 74.47'40" E•_ q �� 3 .9 _ _ - ALUMINUM • E -� I EROSIOf11 CONTROL 11 1 / 09. 0.258 `\ ��1 �FOUND� N 744 2. BLANKE�f /�4,0 \ \ ,3�p ,' c P I �. R.O.W. = 134?f��FT.� _ ACRES± \ D ou I 3435 I 341.4 \ 3 I AREA OF 14_WDE ' - �34/ SPIKE LANDS OF \ A7 / 1�6 - - _ _ _ - 102.70 °O FOUND Ir �\ II IAN ROWLANDSON \ _ _ . ---- S 74�47'40\W I \\ W 1 I / s BUSH �� 4 FOOT WIDE RIGHT OF WA � REFERED TO IN DEED TO UTL. POLE --__-__ \v� IAN RTIANOSON / NM 7 I P: --_-- \ 1 / . 341.4 \ i / SILT FENCE (BOOK 11TleAGE 45) i I �I NIT 7 \ \ \ )x \ o \% °° 342.5 1 STORY ��\3 FRAME CAMP NOW OR FORMERLY KATHERINE J. K£A77NG & \ MARIE 7HERESA RSH FR DRILLED I / N I BK 595, PG. 766 / �- ii�/ J w I � 11 1 p G 0�0 I � �� � �M /345 p0 TAX�P+�227.17-2-13 1 J I 1 1 1 ion �/ i o - I cl LL.I o $ a 1 / / ' W; lod \ I 5 AS \\ / o` UM. POLE \\ \ \ :� I�J / �� 43p0- �` NYT77A1 \\ I WELL/ c�FO W. PINE 1 STORY I 1 4/26/04 ISSUED FOR CONSTRUCTION FRAME CAMP M I WITH PLANNING BOARD APPROVAL �ERN6P0 \ FRAME Z O k O SHED I 0 4/02/04 ISSUED FOR SITE PLAN REVIEW po 00 - NOW OR FORMERLY I �1 N0. DATE REVISION .' JOHN & MARTHA SCHMULBACH I 1 --344.00----- o CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS PRIOR TO 344.4 1 343 7 I I PROCEEDING WITH FABRICATION OR OTHER CONSTRUCTION ACTIVITIES ��\ \� \\�\ ���•�� /_�r �\ \O O 1 BK. 646, PG 583 0 �3 \O / ` TAX MAP: 227.17-2-12 AND REPORT ALL DISCREPANCIES TO THE ENGINEER. \ \ \1 ��� s�l'l / _---- _ ¢s°°� �� PIP '� \344�b ` -DO NOT SCALE THIS DRAWING. 35 1 INV.=344.'SS�hI l / 8" E I o.00\ I HAY BALE -�� / 345./ -� FOUND -SHOP DRAWINGS AND MATERIAL/EQUIPMENT DATA SHALL BE SEE NOTE 3 - __ MAPLE � - MAGNETIC SUBMITTED TO THE ENGINEER FOR REVIEW ON ALL STRUCTURAL 345.B \\ - - \ - - I SIGNAL FOUND STEEL, REINFORCING STEEL, CONCRETE MIX, EQUIPMENT, MASONRY \ ' -- -- -- I -- -- I I MATERIALS, ATTACHMENTS, GRATING, METAL DECK, TRUSSES, JOISTS, RIP-RAP \ / / METER --_ ___ \` --------------J__________ _ _ ______---- i ENGACCENEERRIDOES NOT RELEEVE CONTRACTOR W OF THIS SUBMITTAL OF RESPONS BILITY FOR E__WTcE 2 \ POLE 00 - - _ I I ACCURACY O FURNISHING MATERIAL AND WORKMANSHIP REQUIRED \ ____ E DRIVEWAY � � ,',,---- --\�_` GRASS & CRUSHE� SfiN ` - BY CONTRACT DRAWINGS AND SPECIFICATIONS. ON PRIVATE SECTOR \ CAPPED lR 2O WIDE RIGHT OF WAY__ __�_�__ _ PROJECTS, NCE RESERVES THE RIGHT AT ITS SOLE DISCRETION TO IRON PIPE \ \ _�---347.00�'� / ------- -\-_ ---- _ _ �- - --------------- IL. POLE � FOUND LAYING �---�� �� \ \ ( I ,R00 FOUND ____ _ �\ ON SIDE�_ \ �� ��\�\ \ ! �_� ��W OF 6 112 REJECT ANY CONTRACTOR OR SUPPLIER THAT IT BELIEVES IS NOT 1 \ I - �� 6-5 SUITED FOR THE PROJECT. 3AV AW S2 349 / -,_348.00-' \ _ '^� --- - _ 6.00 _ �--347.00 - _ - _ 34 _ - - _ -- --- -- - - -- - g g -THIS DRAWING AND INFORMATION CONTAINED HEREIN IS THE PROPERI \ 1 PIPE INLET SR6ULD BE4INSPECD �l IRON OF NORTH COUNTRY ENGINEERING, P.C.. NEITHER THIS DRAWING NO �? ° °00 p/y pO IRON PIPES ANY DATA OR INFORMATION THEREIN SHALL BE COPIED OR � 1, ° /,�h A REGULAR BASIS AND 4FT �� ,-- NM 6 112 PIPE FOUND REPRODUCED IN ANY MANNER, LOANED OR OTHERWISE DISPOSED ANY 8nN4ELCANT STORM A,N FOUND I^ w ' I O OF, OR USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE °°�E�TRICTIONS (N�FLWOU ) `� `�J PRIOR WRITTEN PERMISSION OF NORTH COUNTRY ENGINEERING. IF TH 5°' R o / CASED WELL DRAWING IS LOANED WITH OR WITHOUT AUTHORITY OF NORTH sRoo- �_ ADD �SSED IMMEDIATELY / y / / *Y.5, TALL COUNTRY ENGINEERING, P.C. THE BORROWER IN CONSIDERATION OF �35I.00� �� �\( { / \ o° / SUCH LOAN, AGREES TO THE FOREGOING CONDITIONS AND TO _ �� MAN o RETURN THIS DRAWING UPON REQUEST. NOW OR FORMERLI, \ROBERT A. MARRA `3s2po� �� `��` \ -�s \ 40 -UNAUTHORIZED USE, COPYING OR MODIFICATION OF THIS DRAWING OF SPECIFICATIONS IS IN VIOLATION OF THE COPYRIGHT LAW OF 1976 \ \ \ , ' / / 0. SPECIFICATIONS \� / / / AND THE ARCHITECTURAL WORKS PROTECTION ACT OF 1990. \ BK \663, PG. 1045 / n \ `� / \ \\ / / / WILLFUL INFRINGERS OF THESE RIGHTS MAYBE SUBJECT TO 3 TAX MAA'\ 22Z17-2-1'J `�353°0 �� �� / \ \ \ / / l S150,000.00 STATUTORY DAMAGES IN ADDITION TO COMPENSATORY �����\ i I I ��/ // DAMAGES. L-352.00�J � NOW OR FORMERLY -UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK �- STATE EDUCATION LAW. ROBERT A. MARRA f �352.00__,- BK. 663, PG. 1045 N\V.\351.1' TAX MAP: 227.17-2-f0 °o \� � \ w \��� \�� \�� \\ �Ni; INV.=351.55' --353.0°_ NORTH COUNTRY W 356.E \ \ \ -354.00- ENGINEERING, P.0 �f \ O \� \ \ / 2 WARREN STREET, GLENS FALLS, NEW YORK, 12801-4531 (518) 798-01 � \3Ss 355.5 / 359.8 O 359.1 0\ SEPTIC SYSTEM 00 _ ) 357.1 �--- DESIGNED FOR I 3564 IAN ROWLANDSON 36G 6 h DWG: TITLE: 361.0 8 6 � EROSION CONTROL PLAN 362.6 556 // J ' 357.4 Q I I O i II DRAWN: PM ! CHECKED: DMK 361.z� SCALE: 1"=20' 361.3 Q 3 � 356.7 DATE: 10/14/ 356.9 C Go \1 JOB NO. 03-06.( (-/ 0 ' 4 357.6 DWG. N0. 1 oII i 1 357.1 C-3 J 11 EMEW U ! 4" PERFORATED LATERAL SUITABLE BACKFILL FPLUS A MIN. 4" RECOMMEND ALL ACCESS TOPSOIL & SEED APPROXIMATE & CLEANOUT OPENINGS CONCRETE OR STONE 5% MAX SLOPE FINISH B NISH I GRADE0 6' BELOW BURR ED COVERS SED GEOTEXTILE MARKER ABOVE ALL GRADE F . RECOMMENDED. ,. COVER x� o FABRIC 0 LIQUID LEVEL 4'-099 12" MIN. coj 0 0 Q ELJEN BIO-MAT z T7T � ALL OUTLET INVERTS ,. 4" MIN. DISTRIBUTION BOX TO BE SET AT CONCRETE SAND EXACTLY THE SAME ELEVATION. p MAXIMUM BAFFLES GROUNDWATER OR IMPERVIOUS STRATA ELEVATION SEPTIC TANKS ELJEN BED CONFIGURATION SECTION NOT TO SCALE 1. ALL UNITS SHALL BE PRECAST CONCRETE AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO SEPTIC TANK ACHIEVE A STABLE FOUNDATION. ' 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY Q SWALE CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. BALED HAY OR STRAW 3 4/26/04 ISSUED Jo) INSTALLATION OF DISPOSAL FIELDS: wSU PLFOR ; _❑ � a, J � 2 4/2/04 ISSUED FOR SITE FL, ' o ❑ ^ �� 1. CONSTRUC PION SHALL BE AS SHOWN IN "DISPOSAL FIELD DETAILS," 4. PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND BUILDING - - THIS DWG., AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. PAPER OR STRAW SHALL BE AS SHOWN, AND CARE SHALL BE 1 2/6/04 ISSUED FOR SITE PLAN h_ VARIES AS SHOWN J❑) FLOW DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND 0 10/15/03 ISSUED FOR SITE PLAN REVIL ON DWG. OR AS ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND OTHER WASTE MATERIAL IN THE STONE AND PIPE. p DIRECTED BY ENGINEER �❑ CORRUGAT!=D TUBING IN SEPTIC TANK LEACH FIELDS. A 10/14/03 ISSUED PRELIMINARY tl 5. THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE NO. DATE REVISION Jo 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS OF THE RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS -CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS PRIOR TO J ❑' _ ^ ❑, 3. AFTER EXCAVATION 2' WIDE TRENCH TO THE DEPTHS REQUIRED, WITH THE HOLES D OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAID PROCEEDING WITH FABRICATION OR OTHER CONSTRUCTION ACTIVITIES ❑ ❑ OWN IN ALL CASES. AND REPORT ALL DISCREPANCIES TO THE ENGINEER. ) ^ - THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED -DO NOT SCALE THIS DRAWING. ALL DISPOSABLE FIELDS SHALL BE GRADED TO SHED RAINFALL IAL/EQUIPMENT DATA SHALL BE AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN 6. AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY -SHOP DRAWINGS AND MATER SMEARED SECTIONS OF TRENCH. FROM THE DISPOSAL FIELD. SUBMITTED TO THE ENGINEER FOR REVIEW ON ALL STRUCTURAL STEEL, REINFORCING STEEL, CONCRETE MIX, EQUIPMENT, MASONRY MATERIALS, ATTACHMENTS, GRATING, METAL DECK, TRUSSES, JOISTS, , ETC. REVIEW OF THISDATA BY PLAN ENGNE RRIES DOES NOT RELIEVE CONTRACTOR IOFARESPONSIBILITY FOR ACCURACY OR FURNISHING MATERIAL AND WORKMANSHIP REQUIRED BY CONTRACT DRAWINGS AND SPECIFICATIONS. ON PRIVATE SECTOR TYPE $$At$ 8vp SEPTIC TANK AND DISTRIBUTION BOX PROJECTS, NCE RESERVES THE RIGHT AT ITS SOLE DISCRETION TO S TYPE SREJECT ANY UITED FOR THEOE PROJEC OR SUPPLIER THAT IT BELIEVES IS NOT T. FOR CHANNEL FLOW FOR SHEET FLOW -THIS DRAWING AND INFORMATION CONTAINED HEREIN IS THE PROPERTY OF NORTH COUNTRY ENGINEERING, P.C.. NEITHER THIS DRAWING NOR ANY DATA OR INFORMATION THEREIN SHALL BE COPIED OR REPRODUCED IN ANY MANNER, LOANED OR OTHERWISE DISPOSED (2) 2 x2 x3 STAKES OF, OR OVERLAP EACH BALE DRAWINGUSDLOANED WITH OR WITHOUT AUTHORITY OFF NORTH PRIOR WRITTEN PERMISSION OF NORTH COUNTRY ENGINEERING. IF THIS EDGES COUNTRY ENGINEERING, P.C. THE BORROWER IN CONSIDERATION OF EXISTING SUCH LOAN, AGREES TO THE FOREGOING CONDITIONS AND TO GROUND RETURN THIS DRAWING UPON REQUEST. i � IIyII I -I II I I I -UNAUTHORIZED USE, COPYING OR MODIFICATION OF THIS DRAWING OR SPECIFICATIONS IS IN VIOLATION OF THE COPYRIGHT LAW OF 1976 AND THE ARCHITECTURAL WORKS PROTECTION ACT OF 1990. p - WILLFUL INFRINGERS OF THESE RIGHTS MAYBE SUBJECT TO $150,000.00 STATUTORY DAMAGES IN ADDITION TO COMPENSATORY DAMAGES. . BALED HAY OR STRAW 1" EMBEDMENT DEPTH (TYP.) -UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK nU SECTION STATE EDUCATION LAW. STRAW BALE DIKE 36" MIN., 2" HARDWOOD FENCE POSTS, CD Z EROSION BARRIER DRIVEN MIN. 16' INTO GROUND NORTH COUNTRY l�l 1 12' MAX. C. TO C. ry 36" MIN. FENCE W EROSION CONTROL DURING CONSTRUCTION POST .......... ENGINE RING, P.0 C� 1. BEFOR E ANY CLEARING OR GRUBBING OF THE SITE IS INIATED, AND DURING .................. w :::..: 140X MIRAFI ..... .... .. 7777717777��_��_... N ALL STORMFABRIC ORRAPS SHALL BE CONSTRUCTED I o .........EARTHWORK PHASES, SEDIMENT T w � , 2 WARREN STREET, GLENS FALLS, NEW YORK, 12801-4531 (518) 798-0125 z m —�- SWALES AND DITCHES. Q a APPROVED EQ. W z - J D S 0 AS TO FO RM A PLACED � 0 F HA Y BA LES L 2. SED IMENT N T TRAPS SHA LL CONSIST Q R DITCH. IR IN THE SWA LE 00 PER VIOUS VI0 US BARRIER w N LL :: M ALESE PTIC SY STEM TE EACH B I-- 3. AT LEAST TWO WOODEN OR METAL STAKES SHALL BE DRIVEN THROUGHE C ...........::::....•.....• .�.�...•:.:•::�::::•:::::::::::: ::::::::�:::::::::::::::•:•::•::�:::::::::::::•:::�:�:�: •::�::::�::.�: ::: � a FLOW ANCHOR IT IN PLACE. CONVENTIONAL SNOW FENCING MAY BE USED IN LIEU z T00 ....1:... ........ . ............. OF STAKES TO STABILIZE BALE-TYPE SEDIMENT TRAPS. N `` —�' DESIGNED FOR A k a000 -----__ z O 4. AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED FOR FAILURES OR JQ IAN ROWLANDSON ... . ............. U CLOGGING, AND ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED. ujw EMBED FILTER 5. ALL BARE-EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON- CLOTH MN. 8" = ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE-EARTH AREA SHALL BE 140X MIRAFI FABRIC OR APPROVED INTO GROUND I- SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE EQUAL; FASTENED SECURELY TO FENCE POSTS W/ STAPLES DWG. TITLE: 0 STABILIZATION. z 6. SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT PERSPECTIVE VIEW SECTION TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER DETAILS >1 GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE. 7. NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2% ALL SWALES AND SILT FENCE DETAIL UNLINED DITCHES SHALL BE SEEDED WITH REED-CANARY GRASS FOR FOUR (4) NOT TO SCALE DRAWN: PM FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE OF 25 CHECKED: POUNDS PER ACRE. AFTER JUNE, ALL SEEDING SHALL ALSO BE MULCHED SCALE: AS AS NOTED , IMMEDIATELY. DATE: 10/14/03 JOB NO. 03-06.01 f— • DWG. NO. D- 1 In U r so L4 ICE & WATER SHEILD �•--� TO EXTEND FROM EAVES CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT EDGE TO A POINT AT 12 12 LEAST 24" FROM INSIDE p 12 12 55� 55 FACE OF EXTERIOR WALL 55 Q55 ICE & WATER SHEILD ICE & WATER SHEILD (TYPICAL)TO EXTEND FROM EAVES TO EXTEND FROM EAVESEDGE TO A POINT AT CRICKET EDGE TO A POINT AT LEAST 24" FROM INSIDE CRICKET LEAST 24" FROM INSIDE FACE OF EXTERIOR WALL FACE OF EXTERIOR WALL (TYPICAL) (TYPICAL) 12 PROVIDE SOFFIT 12 12 12 12 VENTILATION (TYP) 12 TOP OF PLATE 12 12 12 TOP OF PLATE PROVIDE SOFFIT p 12 TOP OF PLATE TOP OF PLATE "' PROVIDE SOFFIT D METAL TOP OF WINDOW VENTILATION (TYP.) TOP OF WINDOW VENTILATION FLASHING j o 00 _ 1 0 I METAL i� FLASHING CV SUBFLOOR SUBFLOOR SUBFLOOR _ - SUBFLOOR o TOP OF PLATE TOP OF PLATE TOP OF PLATE TOP OF PLATE 0 TOP OF WINDOW TOP OF WINDOW TOP OF WIDOW TOP OF WINDOW I I I I 'tfl 44 SUBFLOOR SUBFLOOR_ _ SUBFLOOR i - SUBFLOOR �■� N TOP OF FDN. o TOP OF FDfI. - o r TOP OF FDN. 7 FINISH GRADE TO i i I FINISH GRADE TO FINISH GRADE TO I 1 o SLOPE A MINIMUM " I I I SLOPE A MIN�IUM o SLOPE A MINIMUM n I I I - FINISH GRADE TO OF 6 WITHIN 10-0 I I I OF 6" WITHIN 10'-0" ;� I OF 6 WITHIN 10-0 i i SLOPE A MINIMUM AWAY FROM STRUCTURE I AWAY FROM STRUCTURE '� AWAY FROM STRUCTURE i I i OF 6" WITHIN 10'-0" � I AWAY FROM STRUCTURE i I i I i I TOP OF FOOTING i i _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ i _ TOP OF FOOTING i i - � - - - - - - - - � - - - - - I TOP OF FOOTING - � - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i - >r i TOP OF FOOTING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I .I FRONT ELEVATION- REAR El FVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-01) {-` N To ...� 3s o m .r m� 0 Cs. f 0 G` �� , 1j D2 SA Pis gjvL1,MITED c� ° � � CUSTDrl1 HOr61EDES�N 6 MEGHAN COURT T r SARATOGA SPR9�GS (518)581-8079 v NEW YORK 12866 (518)587- 2649(FAX) ELEVATIONS Difoo ROWLANDSON RESIDENCE c PRO.ECT MA IL DATE scu WAWM ND. %UT NM Z 2003.072 NOV. 16,2004 AS SHOWN EL-1 1 '� f v� O Q CONTINUOUS RIDGE VENT N ICE & WATER SHEILD TO EXTEND FROM EAVES CONTINUOUS RIDGE VENT EDGE TO A POINT AT LEAST 24" FROM INSIDE9 Q FACE OF EXTERIOR WALL (TYPICAL) TOP OF PLATE TOP OF PLATE _ METAL TOP OF WINDOW TOP OF WINDOW FLASHING Q � 12 0 Go� a 12 Q SUBFLOOR SUBFLOOR TOP TOP OF PLATE OF PLATE _ PROVIDE SOFFIT TOP OF WINDOW VENTILATION (TYP) o i Q SUBFLOOR SUBFLOOR TOP OF FDN. PROVIDE A PLATFORM TOP OF FDN. PROVIDE A 1 1 6 X 6�P.T. POST I I 84" X 36" MINIMUM IN GUARD AS NECESSARY I I ON 8 DIA. I I SIZE. PROVIDE 36" MIN. I FINISH GRADE TO FINISH GRADE TO I I ACCORDANCE I I SONOTUBE I I I SLOPE A MINIMUM o SLOPE A MINIMUM I I I I WIDTH STAIRS W/HANDRAIL I OF 6" WITHIN 10'-0" ' " " I I WITH SECTION _ _ ON AT LEAST ONE SIDE OF 6 WITHIN 10-0 I I R316 OF THE " " I AWAY FROM STRUCTURE AWAY FROM STRUCTURE I I RESDENTIAL MOUNTED AT 34 TO 38 I I I ABOVE TREAD NOSING CODE OF NYS � 1 I TOP OF FOOTING I _ _ I — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I TOP OF FOOTING - - - - - - - - - - - - - r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I LEFT ELEVATION SCALE: 1/4" = 1141 N CONTINUOUS RM VENT ICE WATER SHEILD TO DMM FROM EAVES EDGE TO A PONT AT LEAST 24'FROM NSDE CONTINUOUS RDGE VENT FACE OF EXTERIOR WALL (TYPICAL) TOP OF PLATE TOP OF PLATE TOP OF WINDOW TOP OF WINDOW ICE dt WATER SHEILD ;v TO EXTEM FROM EAVES o METAL EDGE TO A POINT AT b 2 ao °O FLASHING FLACE LEAST 'FROM WALL (TYPICAL) SUBFLOOR SUBFLOOR 0 a TOP OF PLATE TOP OF PLATE TOP n}](�F 1A�lAIDiiW TOp OF �gINDOW i 1 • s O � CDI iD 1 iD SUBFLOOR SUBFLOOR X TOP OF FDN. TOP OF FDN. \ I I ZFINISH�G�RADE TO ����� F� gffz S.D FINISH GRADE TO I s SLOPE A MINIMUM I I I SLOPE A MINIMUM o c , OF 6" WITHIN 10'-0" I OF 6" WITHIN 10'-0" `� CUSTOrl1HOMEDESti'N AWAY FROM STRUCTURE I AWAY FROM STRUCTURE 6 MEGHAN Co�T I I (518)581— 8079 I I I 07204� ywV NEW YORK 122866 S (518)587— 2649(FAX) I � N ��SS10*Z�► I I TOP OF FOOTING I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __ _ _ - - _ _ _ I _ - - I TOP OF FOOTING > _ _ SIDE ELEVATIONS r - - - - - - - - - - - -I- -I z over: W"ff"- ROWLANDSON RESIDENCE RIGHT ELEVATION- OEMer: / Z 2003.072 NOV. 16, 2004 AS SHOWN EL-2 2 30'-0" A APPLY DAMPROOFING (ASPHALT BASE SEALER) TO EXTERIOR SURFACE OF FOUNDATION WALL BELOW 8" THICK POURED FINISH GRADE (TYP) FOUNDATION WALL 1 + ° � - - - - - - - - - - - - - - — — - - — — — — — — — — — — — — — — — UP �� BEAM POCKET i' 4" WX4" DX8" H + i 8" THICK POURED FOUNDATION WALL BASEMENT STAIRS MUST HAVE I °► I + M o i CLOSED RISERS. MUST HAVE I �► o n + I " " HANDRAILS AND GUARDS ON I 3 3�z - I 8 X 16 CONCRETE FOOTING \< I - - ' ' (3000 PSI) WITH 2 - #4 BARS (TYP.) BOTH SIDES IN ACCORDANCE ' ° M w .— co I OVER UNDISTURBED SOIL, FOOTING WITH SECTIONS R315 & R316 ' ° I 1 ' + ° INED AT " OF THE RESIDENTIAL CODE OF NYS. + ,, v +_ _ i + °. + BELOW FINISHED TO BE I GRADE -0 MIN. I I I + I 1 ►► 1 I BASEMENT STAIRS: + , �;" - 14 RISERS @ 713/16" 1 �° + 3' Sa 12 TREADS @9" 1 °► I Smoke W / (1) LANDING APPLY DAMPROOFING 1 I Detectorui + 1 (ASPHALT BASE SEALER) TO + + 1 + I EXTERIOR SURFACE OF i ►° i " FOUNDATION WALL BELOW ' ' I � - 4 DIA. STEEL COLUMN I I FINISH GRADE (TYP.) i ° 1 i CONCRETE FILLED (TYP.) w ' ►, + B I i ' - i ►, 8" THICK POURED B M Pb FOUNDATION WALL BASEMENT t� 4" CONCRETE SLAB (3500 PSI) W/6 ML POLY MOISTURE BARRIER REINFORCI-D W "FIBERMESH" FINISHED SMOOTH OVER COMPACTED °. + 1 1 + GRAVEL OR CLEAN SAND FILL + 1 i I 1 1 � 1 1 APPLY DAMPROOFING 8" X 16" CONCRETE FOOTING (ASPHALT BASE SEALER) TO I 1 EXTERIOR SURFACE OF -{3000 PSI) WITH 2 - #4 BARS (TYP.) i '► 1 13-11'�4" 14'-8�'4" ° 1 FOUNDATION WALL BELOW TO CENTER OF BEAM TO CENTER OF BEAM I FINISH GRADE (TYP.) OVER UNDISTURBED SOIL, FOOTING 1 ►. 1 + °, TO BE MAINTAINED AT 4'-0" MIN. + + I 1 BELOW FISHED GRADE 1 1 2o '-6" X 214" X 1'-0" I 1 + ° 1 CONCRETE PAD FOR i ►► ' LALLY COLUMN REINFORCED ' ►► + W (2) #4 BARS EA. WAY I ►► 1 1 i (3000 PSI) (TYP) 1 6'-0" r - - - - - - 1 ► I FOUNDATION NOTES: •, _I ., COMPACTED 000 1.ALL CONCRETE TO BE 3000 PSI- 28 DAY UNLESS OTHERWISE NOTED. + - - - - - - - - - -! - - - - - - CONTROL JOINT + I 1 1 1 _ _ _ _ _ _ � _ _ _ _ _ _ _ -t , 1 EARTH 1 11 1 " 0 2 ASSUMED SOL BEARING VALUE OF 2000 PSF.CONTRACTOR TO VERIFY PRIOR 1 + " ° 4 CONCRETE SLAB 4000 PSI TO CONSTRUCTION. FOUNDATION DATUM POINT: - - - - - - - - - - - - + _ I °i I , FINISHED SMOOTH, REINFORCED 00 3.WOOD SILL PLATE SHALL BE ANCHORED TO FOUNDATION WITH ANCHOR BOLTS 1 ° 1 BEAM POCKS AT A MAXI&N SPACING OF 6-0'OTC.AND LOCATED WITHIN 12 FROM THE FOLLOW FOOTING STEPS AROUND " " 1 ., 1 1 .° 1 W/ 6 X 6 #10 X #10 W.W.M. OVER ENDS OF EACH PLATE SECTION. 1 + 4 W X 4 D X 8 H 1 1 1 1 COMPACTED GRAVEL OR CLEAN SAND FILL 4.ANCHOR BOLTS SHALL BE AT LEAST 1/2'N DIAMETER AND SHALL EXTEND FOUNDATION N A CLOCKWISE ► DIRECTION FROM THIS POINT. i e _ _e _ _- _ e _s _ _ _ _ __ _ _ ° _ _ _ _ _ _e °. 1 A MINIMUM OF 7'INTO CONCRETE WALL. _ _ _ _ _e -- — — — _ _ _ _ _ _ _ _ —_ e — — — — — — — 5.FOUNDATION DRAINAGE SHALL BE PROVIDED AROUND PERIMETER OF FOOTING IT SHALL CONSIST OF A MNMUM OF 4'DIAMETER PERFORATED PIPE EMBEDDED N CLEAN GRAVEL WHICH EXTENDS 12'OUT FROM OUTER EDGE OF FOOTING AND 6'ABOVE THE TOP OF FOOTING.GRAVEL SHALL BE COVERED WITH AN APPROVED FILTER MEMBRANE. " " ,� 6.FINISH GRADE SHALL NOT BE CLOSER THAN 6'FROM TOP OF FOUNDATION. 12—O 18-O 6-O 7.BACKFLL PLACEMENT SHALL NOT BE PLACED AGAINST THE WALL UNTL THE WALL HAS SUFFICIENT STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE OR HAS BEEN SUFFICIENTLY BRACED SO AS TO PREVENT jO,—�" — AMAGE�C'M BACKFILLN. G. 8.FOOTING DOWELS SHALL BE PROVIDED TO CONNECT FOOTINGS TO WALLS, �— A AOrFD12OULLT OAF TOP 0NSIST�f00TNG AND4'-0'O.C.BARS SHALL EXTEND A MINIMUM SHALL BE EMBEDDED A MINIMUM OF 6 36—O INTO FOOTING. 9.VERTICAL RENFORCNG SHALL CONSIST OF J5 BARS 0 48'O.C.AND FOUNDATION . PLAN 12'OUT OF FOOTINGPLACED AT 4'-0' O.C.AND SHALL 8E LAPPED TO #5 FOOTING DOWELS EXTENDING VERTICALLY TO WITHIN 7' OF TOP OF WALL ON ANY WALL OVER 5-0' HIGH. SCALE: 1/4 1 DB,Fj 4 H4 f67,A,R EA 7 � � w'` n w � CUSTOti1 HOMEDES/GN V 6 MEGHAN COURT Z 2 0 4$ SARATOGA SPIRNGS (518)581- 8079 NEW YORK 12866 (518)587 - 2649(FAX) WCEMOM FOUNDATION PLAN MOW: ROWLANDSON RESIDENCE PRQECT DATE SCAE Mww .ND. 9fET ND. Z 2003072 NOV. 16, 2004 AS SHOWN FDN-1 3 GENERAL NOTES: 1.ALL CONSTRUCTION TO COMPLY WITH THE NY STATE BUILDING CONSTRUCTION CODE APPLICABLE TO ONE AND TWO FAMILY DWELLINGS TO THE NY STATE ENERGY FRONT (NORTH) CONSERVATION CODE,APPLICABLE LAWS,STATUTES,AND ALL LOCAL RUES AND REGULATIONS.BUILDER TO BE RESPONSIBLE TO N.Y.S.CODE REQUIREMENTS. 30'-0" 2.COMPLY WITH ALL LAWS AND RULES AND ORDINANCES AND ORDERS OF ANY A PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK.15,_0�, 15'_0�, 3.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,TECHNIQUES,SEQUENCES,AND PROCEDURES AND FOR COORDINATING 4'-5" 10'-7" 15-0" ALL PORTIONS OF THE WORK. 4.THE PROFESSIONAL SERVICES OF THE ENGINEER DO NOT EXTEND TO OR NOTE: PROVIDE A PLATFORM INCLUDE THE REVIEW OR SITE OBSERVATION OF THE CONTRACTOR'S WORK PROVIDE SAFETY 14' X 36" MINIMUM IN OR PERFORMANCE OF THIS JOB. THUS,THE ENGINEER IS NOT RESPONSIBLE AND IS To BE HELD HARMLESS BY THE OWNER FROM ANY CLAM OR SUIT GLAZING IN ACCORDANCE SIZE. PROVIDE 36" MIN. WHATSOEVER,INCLUDING ALL PAYMENTS OR COSTS INVOLVED ARISING FROM WITH SECTION 3OH OF WIDTH STAIRS W/HANDRAIL OR ALLEGED TO HAVE ARISEN FROM THE CONTRACTOR'S WORK TO CONFORM RESIDENTIAL CODE OF N.YS Z�PROVIDE GUARD ON AT LEAST ONE SIDE To THE DESIGN ITEM. IN ACCORDANCE WITH MOUNTED AT 34" TO 38" 5.IT IS THE BUILDER'S RESPONSIBILITY TO REVIEW ALL DIMENSIONING AND r019PRIORSECTION R316 OF THE ABOVE TREAD NOSING DETAILING TO CONSTRUCTION AND TO ASSESS AND VERIFY MEASUREMENTS RESIDENTIAL CODE OF NY . OF EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 110 (3) 1 3/4' X 1 7/8" ML. HDR. 6.ALL PLUMBING SHALL BE INSTALLED IN ACCORDANCE WITH NY STATE CONSTRUCTION CODE APPLICABLE TO PLUMBING AND NY STATE HEALTH �N 254/2" DEPARTMENT 7.ALL LIGHTNG,,WRING,GROUNDING AND DEVICES SHALL BE ULRATED LO 111 LISTED AND COMPLY WITH NEC INCLUDING GROUND FAULT PROTECTION FOR _1 UP ZERO-CLEARANCE ALL BATHROOMS AND EXTERIOR OUTLETS. WOOD BURNING 8.PROVIDE HARDWIRED/INTERCONNECTED SMOKE DETECTORS ON EACH FLOOR,N FIREPLACE \� EA.BEDROOM,AND N HALL ADJ.BEDROOMS,AS PER CODE REQUIREMENTS ALL SMOKE DETECTORS SHALL BE EQUIPPED WITH A BATTERY BACKUP. 9.PROVIDE DIRECT OUTSIDE COMBUSTION AIR FOR FIREPLACE N ACCORDANCE o WITH THE N.Y.STATE ENERGY CONSERVATION CODE STAIRS: GREAT 10.DRAWINGS NOT TO BE SCALED FROM FOR FIELD WORK PURPOSES. 15 RISERS 0 715/16" ROOM n.ALL WINDOWS INTENDED FOR EMERGENCY EGRESS HAVE TO HAVE A MAX. "' �� 13 TREADS 9" SILL HEIGHT OF 42'OFF FINISHED FLOOR. 3'-6" -co ;n W /(1) LANDING cv 12.ALL HEADERS TO BE(2)2X1o'S UNLESS OTHERWISE NOTED. 10 13. OBECNBOLSTRUCTURE IN A 10'-0"RADIUS Cn ��fR CENTERLINE OF CHIMNEY>< 14.STARS: " cv DN 81/4 MAX.RISE. 9'MN.RUN SMOKE/CO r4') PLUS 11/8:NOSING 2'-8'MIN.BETWEEN HANDRALS �N DETECTOR RAILING TO BE C14 PROVIDE LIGHT N STAIRCASE TRA OM W/ BATTERY MADE OF BRANCHES �J PROVIDE A GUARD HANDRALS: N BACK-UP - IN ACCORDANCE WITH ��oD HANDRALS SHALL BE INSTALLED BETWEEN 34"AND 38' AS MEASURED - ,- ABOVE TREAD NOSING 9'-0" r 5'-0" 9'-9V2" SECTION R316 OF THE I HANDRALS SHALL BE INSTALLED ON AT LEAST ONE SIDE OF STARS WITH CLOSET N RESIDENTIAL CODE OF NYS. Two(2)OR MORE RISERS. MNMUM WIDTH OF ALL STARS SHALL BE 36' ABOVE HANDRAL C14, 2 - '-0" BRUCE FLOORING OR _ MNMUM WIDTH BETWEEN HANDRAIL.AND WALL SHALL BE 311/2" 4' 8'�2" 9' 3L2" HARDWOOD �' �; NOTE: MNMUM WIDTH BETWEEN HANDRAILS SHALL BE 27" 112 Smoke `�' ] WHEN HANDRALS ARE INSTALLED ON BOTH SIDES _� PROVIDE SAFETY SPACE BETWEEN HANDRAIL AND WALL SHALL 8E A MNMUM OF 11/2" o HANDRALS SHALL NOT PROJECT MORE THAN 41/2"FROM FACE OF WALL. B � Detector DINING - - GLAZING IN ACCORDANCE WITH SECTION 308 OF 15.ALL CONCRETE TO BE 3000 PSI- 28 DAY UNLESS OTHERWISE NOTED. BEARING AREA �� o RESIDENTIAL CODE OF N.YS 16.LUMBER TO HAVE MNMUM Fb= 1000 PSI(FOR REPETITIVE MEMBER USE). WALL >< 1 17.ASSUMED SOL BEARING VALUE OF 2000 PSF.CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION. `r 18.PROVIDE WOOD OR METAL BRIDGING EVERY 8'-0"O.C.BETWEEN JOISTS, N 14-91/2 � UNLESS OTHERWISE NOTED.PROVIDE NAILS AT EVERY BEARING. o N MASTER p i ) _ 19.ALL HEADERS N BEARING WALLS ON OPENINGS 6'-0"OR GREATER SHALL Co � NATURAL MAPLE �� BE SUPPORTED ON EACH SIDE BY A MNMUM OF TWO(2)STUDS THE SIZE BEDROOM ' = 1 OF THE ADJACENT BEARING WALL(USE SINGLE STUDS FOR OPENINGS UNDER 5'-O"). ;� CABINETS WITH 9PROVIDE A PLATFORM �00 20.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS AND DOUBLE JOISTS GLASS ABOVE 64 X 36 MINIMUM IN UNDER ALL PARALLEL PARTITIONS. I SIZE. PROVIDE 36" MIN. (EXCEPTION:DO NOT USE DOUBLE JOISTS UNDER PLUMBING WALLS) 2'-O" 3'-6/2" I WIDTH STAIRS W/HANDRAIL 21.FRESTOPPNG SHALL BE PROVIDED AS PER SECTION 717 OF THE NEW YORK 13 ON AT LEAST ONE SIDE 22 STATE BUILDINGCODE 0 4'-0" 2'�0" MOUNTED AT 34" TO 38" 14'-0" "' �N ABOVE TREAD NOSING FLIVE LOOR RESIDENTIAL: 40 PSF rn FLOOR DEFLECTION LIMITED T01/360 TRANSOM -3 2 0 00 IN, GROUND SNOW LOAD=85 PSF. 2-6 REF. _ KITCHEN BASIC WIND SPEED=90 MPH 10'-6" 3'-21"2" `D MAPLE FLOORS i 23.ELECTRICAL WIRING AND EQUPMENT DESIGNED AND INSTALLED IN >- o ( " ) " KOHLER SPLIT CONFORMITY WITH ANSI,NATIONAL ELECTRICAL CODE,AND SHALL MEET ALL I o CABINET 6-6 2-ILO SINKS WITH LOCAL CODES MASTER Q o 0 '1 STYLE > _1 I— o- DOORS o - RETRACTABLE FAUCET 24 TO GARAGES SHALL 8E FIRE PREVENTION WITH BUILDING CODE"SHEETROCK TO TO COMPLY WITH N.YS.FIRE PREVENTION& BUILDING CODE BATH = 25.DOOR FROM GARAGE TO LIVING AREA SHALL BE METAL INSULATED"C"LABEL = cfl Z 1 I — —� — — ® `" ' 3'-0" N N ; AND ASSE68LY WITH SELF aosuRE 114cls'_o FAN ^ �° 3' 2'�2" _ _ _ I 26.ELECTRICAL SWITCHES MUST BE BLOCKED AWAY FROM DOOR TO ACCOMMODATE LIGHT N om 31/2 TRM. i-- 27.ALL BATHS W/O NATURAL VENT.SHALL BE EQUIPPED WITH MECHANICAL N I d. ca FANS DIRECTLY VENTED TO THE OUTSIDE ENERGY NOTES:1.ALL BUILDING ENVELOPE ELEMENTS THAT CONTAIN MATERIALS WHKi ARE CAPABLE OF ABSORBING OR TAKING UP Ate HOLDNG MOISTURE SHALL BE TIOK 5'-sy2" BATH = =N �� MUDZLAUNDRY _ �- STOOP _ OF THE AA VAPOR BARRIER RETARDER LOCATED ON THE WINTER WARM ' ROOM o 2.INSULATION SHALL BE INSTALLED N A MANNER THAT PROVIDES CONTNUTY ii) LIGH® - o ^ °O OF INSULATION AT PLATE LINES,SILL LINES,BALD JOISTS AND CORNERS 11'-02" 3.AR NFLTRATION BARRIERS SHALL BE INSTALLED WHETHER A VENTILATED " d- o SDNG MATERIAL IS INSTALLED OR THE SIDING TECHNIQUE NECESSITATES F1011 q 9 - I 1 A LOOSE FITTING APPLICATION. I e FLIP TOP 69 -O" 4.BUILDING TO BE CONSTRUCTED AND INSULATED N COMPLIANCE WITH THE BENCH SEAT N.YS.ENERGY CODE,'U","R"AND INFILTRATION VALUES FOR ALL DOORS AND WINDOWS. '-11" 4'-1" 4'-1" 1'-11" 9'-0" 9'-0" 12'-0" 18'-0" A 30,-0" FIRST FLOOR PLAN FIRST FLOOR SQ. FT. = 1,378.7 raw 'SCALE: 1 4" 1' -0" SECOND FLOOR SQFT. = 8696 �.S.A��'; ° 'F D .MY .A {I�RSS Z f.bffF,5 / TOTAL SQFT. = 2,2CUSTOr61 HOrIfEDESKN 6 MEGHAN COURT ©;, ©gip SARATOGA SPRINGS (518)581 - 8079 NEWYORK 12866 (518)587- 2649(FAX) W FIRST FLOOR PLAN za DESBm sr: a. aA"fff: ROWLANDSON RESIDENCE MA DAIS sc" WAWM W. SHM ND. Z 2003.072 NOV. 16, 2004 AS SHOWN FFP-1 4 30'-0" A 15-0" 15-0" 09ABC to :1 UP I STAIRS: 15 RISERS 0 715/16" 13 TREADS @ 9" o All W /(1) LANDING CEILING20 LIGHT & VENTILATION SCHEDULE +FAM !�OPEN TO MIN.EGRESS OPENING— LIGHT VENT. EGRESS(SF.) MN.WIDTH MIN.HEIGHT GREAT ROOM SQ.FT. CODE ACTUAL CODE ACTUAL CODE ACTUAL CODE ACTUAL CODE ACTUAL ROOM DINING AREA 1681 13.44 342 6.72 15B 5.0 DOOR 20 8 " 24 77 9 16 BELOW GREAT ROOM 4341 34.7 713 17,36 442 5A DOOR 2 24 781 4 MASTER BEDROOM 221A 17.68 21B 8B4 11B 5.7 59 20 91 24 291 8 25 4/2" BEDROOM#3 252A 20.16 26.8 10.08 17A 53 59 20 29 1 " 24 291 8 BEDROOM #2 198A 15B7 21B 793 11B 5.7 59 2 1T 24 291 8 CAD 3' 6" OPEN RAILING I 1 ** NOTE: BUILDER TO VERIFY ALL WINDOW INFORMATION PRIOR TO FRAMING R.O:S 4 10 s co LOFT o D?O _ 1 — WINDOW SCHEDULE PELLA ARCHITECT CLASSIC SERIES WINDOWS g 1 ao g WS M^ n 8' 10r2" TRANSOM 20'-2�i" o MN.OPNG.ON. I NUMBER LOCATION MODEL TYPE ROUGH OPENING GLASS VENT. EGRESS WIDTH HEIGHT CITY. LOTILE ® _ Smoke/CO2 FRAMED OPENIN 11'_5" ��•, 101 MASTER BATH 2525 AWNING 2-13 4 X 2-13 4 25 2B 2B 2 1 4 201 4 1 HOWER FAN �� +o Detects " _ ,.� 102 MASTER BATH 2525 AWNING 2'-13 4" X 2'-13 4" 25 2B 2B 201 4 201 4" 1 =o BATHS w 103 MASTER BATH 2525 AWNING 2-13 4 X 2-13 4 25 2B 2B 1 201 4 1 LIGHT N _ " 6'-4 2" 104 BATH 2-13 4 X 2-i 3 4 201 4 1 ' " 105 MUD LAUI�RY ROOM 3365 3317 DOUBLE HUNG W TRANS 2-9 3 4 X 6-10 3 4 59 59 2 291 8 1 1 " i1-1 2 01 211 'n , " UO6 106 KITCHEN 1 9 TWIN CASEMENT W TRANS 4-10 3 4 X 4-10 3 4 14B 6.4 241 16 36 7/8' 1 ¢ " 11 0 I v� n `j 1 - - - l — 107 DINING AREA 7282 7217 6-0 FRENCH SLDR TRANS 6'-0' X 8'-3 3 4' 342 156 DOOR 22 15 16 77 9 16 1 ° ° ' 1 I 1 108 GREAT ROOM 2 3365 W 2917 TWIN DOUBLE HUNG W TRANS 5-6 3 4 X 6-10 3 4 25.4 11.8 59 291 2 291 8 1 M I_ _ _ PROVIDE 109 GREAT ROOM 14182 12-0 FRENCH SLIDER 11-8 7 8 X 6-i0 31.6 47.4 DOOR 111 16 77 9 16 1 -toI 11'=0" g ATTIC ACCESS 109A GREAT ROOM 4 3535 4 CASEMENT FNED 11'-8 3 4 X 2-113 4 23:6 ---- ---- 24 30 7 8 1 o MIN. 22" X 30" 1110 STAR LADING 3 3535 3 AWNING 59 59 "17. 201 6.7 30 7 8-IDetector BEDROOM #3 112 MA 3365 - -5 3 4 59 59 1 2 1" 113 MASTER BEDROOM 3365 DOUBLE HUNG T-9/4' X 5'-53 4' 10.9 5.9 59 291 2" 291 8"14-41/2 114 MASTER BATH 2525 AWNNG 2'-13 4' X 2'-13 4' 25 2B 2.8 201 4 2❑ Smoke �� 115 MASTER BATH 2525 AWNING 2-13 4 X 2-13 4 25 28 2B 201 4212 Detector Com 1 201 BEDROOM 2 2525 AWNNG 2-13 4 X 2-13 4 2S 2B 2B 201 4 1 EDROOM2 FAN - 2 BEDROOM 2 - 203 BEDROOM 3 - - 4204 BEDROOM 3 2525 AWING 2-1 4 X 2-13 4 2B 2B 2 1 4 201 4 205 BEDROOM 3 3365 DOUBLE HUNG 2-9 3 4 X 5-5 3 4 109 59 59 291 2 291 8 1 C 206 BEDROOM 3 3365 DOUBLE HUNG 2-9 3 4 X 5-5 3 4 109 53 59291 291 8 1 N N'to _ r\ 207 L 3365 DOUBLE HUNG 2-9 3 4 X 5-5 3 4 109 59 59 291 291 8 1 ' J p05 208 GREAT ROOM 2 TWIN DOUBLE HUNG 5-6 3 4 X 5-5 4 21B 11B 59 291 291 8 1 N I U O I 209ABC GREAT ROOM M CUSTOM TRA ORAL — — — CEILING I - � - I I FAN N t° v `� N 210 LOFT - 4 X - 3 4 109 53 1 59 291 2 TO 211 3517 AWNING -113 4 X 1-5 3 4 22 2B 28 121 4 1 212 3365 DOUBLE H -9 3 4 X 5-5 3 4" 109 59 59 291 2 291 8 2'-1" 12'-0" -- - - - - - - - 1 213 3 DO H -9 3 4 X -5 3 4 109 59 59 291 291 - " 1 ** NOTE: BUILDER TO VERIFY ALL WINDOW INFORMATION PRIOR TO FRAMING R.O.S :N 13 V)LO 1 12'—Ass 2' 0" 1 201 F0 1 F0 F20 I - - - - - - - - - - - - - - - - - - - - - - - - -11 I - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - 1'-11" 9'-Oy2" 13'-4V' 13'-8" 2'-0" 12'-0" 18'-O" I_ q 30'-0" 8/23/4 SECOND FLOOR PLAN- FIRST FLOOR SQ. FT. = 1,378.7 SCALE: 1/4" = V-0" SECOND FLOOR SQ.FT. = 869.6 TOTAL SQ.FT. = 2248.3 0A. 4 .t C11ST0d1110#1 SKN 6 MEGHAN COURT Z 0 7 2©410 SARATOGA SPRINGS (518)581 - 8079 NEW YORK 128M (518)587- 2649(FAX) W SECOND FLOOR PLAN ofaegy. ROWLANDSON RESIDENCE i i r NLUM DATE sm WAMING ND. S w ND. Z 2003.072 NOV. 16, 2004 AS SHOWN SFP-1 5 I CONTINUOUS RIDGE VENT 2x12RIDGEW/ 2X4ONTOP 2 X 6 LADDER FRAME 2 X 12'S @ 16" O.C. 2 X 6 LADDER FRAME FAKES (TYP) @ RAKES (TYP) o0oloomwillm) 1AAAAAAAA IMAM AAA TOP OF PLATE R-38 FIBERGLASS INSULATION TOP OF PLATE 1'-O" OVERHANGS (TYP) W/CRAFT PAPER VAPOR BARRIER LOFT BATH BEDROOM 2 21'-3�i2" 5'-0" 1 1 �m R-21 FIBERGLASS STAIRS: 3/4" ADVANTECH INSULATION W/CRAFT 15 RISERS 0 715/16" 9'_6V2" PAPER VAPOR BARRIER SUBFLOOR_ 13 TREADS @ 9" STRUCTURAL FLOORING SUBFLOOR o W /(1) LANDING _ - o - _ TOP OF PLATE 2 X 10'S ® 16" O.C. _ _! _ 'TOP-OF PLATE MASTER MASTER 1'-O" OVERHANGS (TYP.) 3'-6" BEDROOM BATH 17'4/2" 10'4/2" o� R-21 FIBERGLASS INSULATION W/CRAFT rl�4 SEMENT STAIRS: R-21 FIBERGLASS PAPER VAPOR BARRIER - - _ - RISERS @ 713/16" 3/4" ADVANTECH INSULATION W/CRAFT T 12 TREADS ® 9" PAPER VAPOR BARRIER SUBFLOOR _ - - = T W /(1) LANDING STRUCTURAL FLOORING SUBFLOOR N �N TOP OF FDN,. -8' MIN. 2 X 10'S ® 16" O.C. o TOP OF FDN. HEADROOM BASEMENT •� BASEMENT STAIRS MUST HAVE " 8 THICK POURED 4" CONCRETE SLAB 3500 PSI „ 8 THICK POURED z CD FOUNDATION WALL w CLOSED RISERS. MUST HAVE ( ) 2 X 4 STUDS @ 24 FOUNDATION WALL - HANDRAILS AND GUARDS ON W/6 ML POLY MOISTURE BARRER O.C. W/R-11 FIBERGLASS e " BOTH SIDES IN ACCORDANCE REINFORCED W/ FIBERMESH INSULATION, W/CRAFT e 3-3/2 WITH SECTIONS R315 & R316 FINISHED SMOOTH OVER COMPACTED PAPER VAPOR BARRER OF THE RESIDENTIAL OR CLEAN SAND FILL ENTIAL CODE OF NYS. & 1" AIR SPACE BEHIND o . CONTINUOUS RIDGE VENT TOP OF FOOTING _ e TOP OF FOOTING _ 2 X 12 RIDGE BOARD W/2 X 4 ON TOP 8 X 16» CONCRETE FOOTING 8" X 16" CONCRETE FOOTING CD (3000 PSI) WITH 2 -- #4 BARS (TYP; 44'-0" (3000 PSI) WITH 2 - #4 BARS (TYP.) 12 12 OVER UNDISTURBED SOIL, FOOTING OVER UNDISTURBED SOIL, FOOTING 55 55 TO BE MAINTAINED AT 4'-0" MIN. TO BE MAINTAINED AT 4'-0" MIN. 0 2 X 12'S @ 16" O.C. 2 X 12'S ® 16" O.C. BELOW FINISHED GRADE SECTION A — A BELOW FINISHED GRADE i 2 X 8 CEILING JOIST @ 16" O.C. SCALE: 1/4" = 1'-0" 12V112X12 6 COLLAR TES ® 16" 0 12 12 ALSO TO SERVE AS LOWER COLLAR TIES. SPF NO. 2 OR BETTER TOP OF PLATE " �' R-38 FBERGLASS INSULATION TOP OF PLATE 1-0 ' W/CRAFT PAPER VAPOR BAR ER 1'-O" OVERHANGS (TYP.) ��" 1'-O" OVERHANGS (TYP.) BATH LOFT 9-000 -00 R-21 FBERGLASS R-21 FIBERGLASS INSULATION W/CRAFT 3/4" ADVANTECH NSULATION W/CRAFT (TYP.) 2 X 10'S 0 16" O.C. 2 X 10'S ® 16" O.C. PAPER VAPOR BARRER STRUCTURAL FLOORING PAPER VAPOR BARRER (T ) \ SUBFLOOR 16 O SUBFLOOR _ 0 2X10S016 OC. 2X10SC� C. _ _ TOP OF PLATE DOUBLE EVERY THIRD ONE TOP OF PLATE 1 I ' 1'-0" OVERHANGS (TYP) 14'-0" 14'-02" OVERHANGS (TYP.) MASTER DINING BEDROOM AREA R-21 FIBERGLASS INSULATION W/CRAFT 3/4" ADVANTECH _ SUBFT_00_R PAPER VAPOR BARRIER STRUCTURAL FLOORING SUBFLOOR _ 2 X 10'S ® 16" O.C. 2 X 10'S ® W OC. DOUBLE EVERY THIRD OPE _ _ TOP OF FDN. (2) 1 3/4" X 91/2" ML. BEAM (DROPPED) TOP OF FDN. 13-11/4" 14-8/4 8" THICK POURED TO CENTER OF BEAM " BASEMENT TO CENTER OF BEAM o FOUNDATION WALL 28-8 8" THICK POURED CD 4" CONCRETE SLAB (3500 PSI) 2 X 4 STUDS ® 24 FOUNDATION WALL W/6 ML POLY MOISTURE BARRER O.C. W/R-11 FIBERGLASS or.NE! . REINFORCED W/ "FBERMESH" INSULATION, W/CRAFT \ *�� ' W��,hfS, 24 Ll 94 7 9NZ lAfE FINISHED SMOOTH OVER COMPACTED PAPER VAPOR BARRIER GRAVEL OR CLEAN SAND FILL & 1" AIR SPACE BEHIND (TYP)TOP OF FOOTING _ TOP OF F00 ING ,_ n CUSTOrtlHOMEDES�N - _ _ _ 6 MEGHAN COURT 8" X 16" CONCRETE FOOTING 8» X 16" CONCRETE FOOTING z 0 7 2 0 4® SARATOGA SPRY (518)581 - 8079 (3000 PSI) WITH 2 - #4 BARS (TYP.) 30-0 _ (3000 PSI) WITH 2 - #4 BARS (TYP.) NEW YORK 12866 (518)587 - 2649(FAX) -- OVER UNDISTURBED SOIL, FOOTING r OVER UNDISTURBED SOIL, FOOTING ©� STD TO BE MAINTAINED AT 4'-0" MIN. SECTION TO BE MANTANED AT 4'-0" MN. CROSS n c BELOW FNISHED GRADE B - B BELOW FWHED GRADE J � (��l JSECTIONS SCALE: 1/4)l 1;-0)$ °' �' ROWLANDSON RESIDENCE MuT um DAR SOME omwm w %w No Z 2003.072 NOV. 16, 2004 AS SHOWN CS-i 6 30'-0» 14'-7'/4„ 15'-43/4„ A q . START JOIST LAYOUT HERE @ 16" O.C. 55/2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I i I DBL JOIST I i I_ =3 LoW w \ � I I rn o 3'1111/2" x o I M uj I DBL JOIST ' I I I I I , AL I DOUBLE JOIST DOUBLE JOIST I li I . I a CE � z g I , g CU m V Q cD Lu m c� ~ -4 r o w SHOWER x rn x m - DRAIN c; o N xci= N O O O Q M U i I i TOILET DRAI C) BEARING WALL—� I x BELOW x w N N J I m O I I ' z I Q - - - - - - - - - - - T1 SHOWER o DRAIN m I w I I I I 1 _ -j cn o I II Q � I I w oO IQ = TUB MOVE THIS JOIST v, DRAI N Z - - - 3 UP TOLET I ' �___ -__—'_ N m - - DRAM _ li I 4'-11" I TOILET START JOIST LAYOUT DOUBLE JOIST i z 1'-10 I DRAIN HERE @ 16" O.C. 5'_4" > I W.— I I I i w o A - 1'—ga I 10'-0" SHOWER DRAIN SECOND FLOOR FRAMING PLAN 13'-9" SCALE: 1/4" = 1'-0" TOILET DRAIN FIRST FLOOR FRAMING PLAN SCALE: 1/4» — 1'-0" o Q'S phi DR.FA.bfYCA R947 9NZ 1.bf1T.9 611/S70 O#Z TSION 6 MEGHAN COURT Z 72 0 SARATOGA SPRFM (518)581 - 8079 }© NEW YORK 12866 o (518)587 - 2649(FAX) ' . ._ FLOOR FRAMING PLANS J �AMUM ROWLANDSON RESIDENCE Pmxm mmm DATE SCALE WAWM NO. SH ET ND, Z 2003.072 NOV. 16, 2004 AS SHOWN FFFP-1 7 i A ; 2 X 6 LADDER FRAME @ RAKES (TYP.) • 1 -0 OVERHANGS (TYP.) I I 2,-6" 1 I A ' ' 1'-0" OVERHANGS (TYP.) + - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i ' I ' 1'-0" OVERHANGS (TYP.) o c —CDC + i ' I x X , N x N , + N 1'-0" OVERHANGS (TYP.) 1'-0" OVERHANGS (TYP.) , 1 -0» OVERHANGS (TYP.) , I ; 5 .5-412 5 .5-012 ' 1'-0" OVERHANGS (TYP.) CONTINUOUS RIDGE VENT ' 2 X 12 RAGE I — — — — — — — — — — — — — �— ' 2 X 6 LADDER FRAME I 2X10'S - ' 2 X 10'S 0 16" o. X n RAKES (TYP.) , + �, 2 X 6 LADDER FRAME 11s o.C. 1 -6 OVERHANGS (TYP.) I @ RAKES (TYP.) A 2 X 6 LADDER FRAME + - _ _ _ - _ 1'-0" OVERHANGS (TYP.) @ RAKES (TYP) , , N ROOF- FRAMING PLAN ! - - - - - - - - - - - - - - - - - - - - - - - - - - - - -' SCALE: 1/4 = 1 -0 - - - - - - - - - - - -� Cl� , N 1 ? -l ? 19 A - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \—l'—O" OVERHANGS (TYP) ROOF PLAN SCALE. 1/4 1 0 OR SA AfSCA PSS 9NZ IMIT.9D A ` n ClISMY 110ME a SION 6 MEWN COURT c 072 0 - SARATOGA SPRNGS (518)581 8079 NEW YORK 12866 (518)587- 2649(FAX) P Wammffy. ROOF FRAMING PLANS amymmJ 09= ROWLANDSON RESIDENCE Z 2003.072 NOV. 16, 2004 AS SHOWN RFP-1 8