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Site Plan & Details a c �< x STORMWATER MANAGEMENT PRACTICE FLOOR AREA RATIO s � I ZONE - WR WATERFRONT RESIDENTIAL) h \ ',\ MAXIMUM FLOOR AREA RA 770 - 0.22 � x �� ,'; r � Lands Now or Fovmeriy Of PARCEL AREA - 35,283.E SF SMP AREAS MANAGED VOLUME RED D VOLUME PROVIDED ' � : � �0� TOTAL ALLOWABLE FLOOR AREA M: 's �I, _ 35,283.6 SF x 0.22 = 7,762 SF .E,. � , James Mackey, Ill HOUSE ADDITION 44.8 CF 4Wx2Dx 14! k- EAVE TRENCH (224 SF) 44.8 CF (407. VOIDS) � , . ,� w ,. BOO►�C 5524 Page 255 TOTAL EXISTING FLOOR AREA = 4,279 SF 1­1 � �.�, g = - � _� � � a � E ,` �.. TOTAL FLOOR AREA RATIO 11.5q M . .,;�J . �onl �✓ , :,, 289.13 1-17 MINOR STORMWATER REQUIREMENTS J) pe � �. �:.;. `::,-:. ... >; �j ��_�_ � �ti.. ".-.. ems, x�f. ze,, ' : s'k. �'y✓ka�.. �4. Found �, , *C. _,. `83: �.,..._,_ . ..,. „ „ PROPOSED ADDITIONAL FLOOR AREA = 224 SF ��' ' TOWN OF QUEENSBURY MINOR STORMWATER CONTROL VOLUME REQUIREMENT. ., � zw . •,.:� z ;� GE.�. r . EXISTING SECOND FLOOR AREA = 4,279 SF �-, .` � y ` 1' n,-9`.'2'E • 1.5 GALS SF OF NEW IMPERVIOUS AREA FOR PROJECTS WHICH EXCEED 5000 SF ,:c.F> JpedAonRod 3.1>, " .,;..� . .:.. ...... . -..-.. T F F NEW IMPERVIOUS COVER = r �." �£�' y+�, ,. z .,,;asp., f«i ,.:�. ��A`£�•.. Ls.:• ..,x \.,.,- �, OF DISTURBANCE AND CREATE MORE THAN 1000 S 0 NTOTAL PROPOSED FLOOR AREA 4,503 SF ,«. �:.: �, s . � Sk Found,tJ2 North �-„ 6�° �., g - NET SITE INCREASE OF 224 SF OF IMPERVIOUS COVER TOTAL FLOOR AREA RA170 - 92.8% ,v OfFropertyLlne �f `a", IL9� �C' - e •u ` . �. .:, � - 800 SFt OF SITE DISTURBANCE ---r: s < `s8s, W S85°15'38" , ;; . aw - MINOR STORMWATER PLAN & PERMIT NOT REQUIRED PER TOWN CODE ^t , �` a Y; � Guard 47.8 r .r ��� IrY �- , O O .lrf �� _ Rarl ZONING REGULATIONS �' t� o i n Fence c Fmk :: r j 505 49 33 W TOWN OF QUEENSBURY < 5� a. .%>q 24.78 me WR-WATERFRONT RESIDENTIAL � , L s ' � � i 50.2 FROM REQUIREMENTS. DIMENSIONAL REQ � •,, x LINE •: ;.. .a.:: i. =.. - = 30 E LOCATION SHORE , _ REAR _ FRONT SETBACK SITE �jkLorATION MAP - - 5D' b 1K J 11 1, h N841027 SHORELINE - �11A20, ;- - 9 SIDE SETBACK TB EROSION & SEDIMENT CONTROL NOTES Stan Dr n ge ..; MINIMUM- PERCENT PERVIOUS = 757. - ER GRUBBING OF THE SITE IS INITIATED AND DURING EARTHWORK .::::::: ::.: :::....:: ;, rs MAXIMUM Z7 ; I., �­M .,:. / MAXIMUM FLOOR AREA RATIO28227 PH BEFORE ES, SEDIMENTRCON ROLFENCE SHALL BE INSTALLED AS SHOWN ON THE PLAN. ... ;:: . J 14 W.P P. 24 / ' • AT THE CONCLUSION OF EACH DAYS WORK AND AFTER EVERY STORM EVENT, SEDIMENT D FOR 22 W. AND OTHER EROSION CONTROL MEASURES SHALL BE INSPECTS Q) I V­�,,��, S ed ' > . Planter 404 CONTOUR FOR BASE FLOOD ELEVATION Er: s ,:V1111 l�aiz�g stoneytr TRURE SHALL BE IMMEDIATELY CORRECTED. �k FAILURES OR INTENT MULATION. Y FENCE ANY 3 ................................,. CONTROL F '� SED ACCU AN FA L 4:;O.p" . AL ARTH AREAS SHALL BE SEEDED AND MULCHED WITHIN 7-DAYS OF COMPLETION . Iron Rod GLE L BARE E L=146.52, R=472.83 ti and OF WORK IN THE AREA ONLY AREAS WHICH AREA ACTIVELY UNDER CONSTRUCTION MAY = o , n , :; #lartap Dzzve a AR c , Ch N24 45 56 E 145.93 . .> ,;«` tia<N< REQUIRED PROPOSED V � ,; EXISTING REMAIN OPEN FOR MORE THAN 7-DAYS. ONCE CONSTRUCTION IS COMPLETED 1N THESE T,• - .1 i , _..:;_., rA,, '� t Stone j /� AREAS, SEED AND MULCH SHALL BE INSTALLED WITHIN 7-DAYS 69.7 L1 FOR WR ZONE ADDITION �. <. Ire :::_ _.,: ;. t ,; Retainin SHORELINE 5O 51 $5.6 D AREA .:::;.::...1.I .ate:;_.;;;: ,.;,..k, ;, Edge erachralfieldlocation 5O0 OF M.H.W. OF ANY LAKE POND RIVER, STREAM OR WETLAND, NO LAN , §�; i , , rt k � wall g .,._r attguneofari alfieldsurve . The water , _ E , Y HAS BEEN CLEARED MAY INCLUDING AREAS STOCKPILED D WITH EARTHEN , ...... ;_ ::: 196.2 WITHIN TD` KPILE EA EN MATERIALS, WHICH f14 - -�.,...R "I` daryis subject to change . s r. �� <> - PROTECTIVE boun d etonatural 1. 1. Y I... � red::. ^ - � ,� DECK ® LAKE causes orma notrepresenttheactual BE LEFT DEVOID OF VEGETATION FOR MORE THAN 24 HOURS WITHOUT A P � ,, t f y y TH 3Q, 35 = 7' FRONT 1 Lrght - ;;;M ; ,r'im >,,: 1­1 limitoftitle. AND/DR EROSION CONTROL 11� PROPOSED COVERING SECURELY PLACED OVER THE ENTIRE AREA �.<,,, . SIDE (NOR 20 46 7 69 Pole , Pole ;FuzrsliedF 111. loor >< 4'Wx2'Dx;14'L' 0 , , � 196.2 Eck SIDE (SOUTH) 20 21.9 38.E MEASURES PROPERLY INSTALLED TO PREVENT SEDIMENTS FROM ENTERING THE WATERBODY. cv .....i t-n g ;'" < r 7REJ CH ACCEPTABLE PROTECTIVE COVERINGS INCLUDE: NATURAL MULCH OF A DEPTH OF \ \ :�� 418�7` : EAVE Elec. Under ound1?all Basenzerzt :, a FirePrt IX Panel gT 2-INCHES, ROCK RIPRAP, NON-DEGRADABLE MATERIALS SUCH AS PLASTIC OR CANVAS �\ propane TWalkoufi �, � qt I P� ve� COVERINGS AND IMPERVIOUS STRUCTURES. 6 X \X �� Tank Finashed Floc?z s- � \ rev =408,47 Box J i ,,� ,' > Wad • TEMPORARY EROSION CONTROL MEASURES, INCLUDING SEDIMENT CONTROL FENCE AND/OR \ q1.1­1 I. Stone "< E �qpvnrp VEGETATION SEEDING SCHEDULE MULCH, SHALL BE INSTALLED AND MAINTAINED FOR ANY TEMPORARY SOIL STOCKPILE r " Shoreline x EXIS77 SHORELINE BUFFER LAN �\ �\ Area - 0.S1-f-acres � -HOURS. EXIS77NG WAS7EWA7ER SYSEM �;. A-TS ;IN-, RESIDTsNBE11 AREAS THAT ARE TO BE LEFT FOR MORE THAN 24 TION R MORE THAN -DAYS WITHOUT NG HOR FFER P �,>k AREA OF RECOMMENDED APPLICATION NO LAND AREA MAY BE LEFT DEVOID OF VEGETATION FO 7 " I$3�; F#AB 4?'. .. r Tie Distance RATE `` " G SECURELY PLACED0 T RE AREA AN / �,.j ,' N14°01'25'E SEEDING SPECIESLMIX EROSION ;S; e �"� 45.6' � r 124.�6 KENTUCKY CONTROL MEASUR�S PROPERLY INSTALLED. OVER HE ENTIRE AR D OR FM -__ =- : r >Y«, BLUEGRASS, FM : �-.-_ s 75 LSS/ACRE • FOR GROUND CLEARING ACTIVITIES OCCURRING BETWEEN OCTOBER 15 & APR/L 15, IN �M WHICH GETATION NNOT BE ISH XPOSE _ _ OOM ADD/ 0 DE LAWN TEAS FM ..... j ` `'< � TOTAL SHALL BE FM / �xr PROPOSED SUNR 7i N 1M197N CK AR CREEPING RED VE CA ESTABL ED, E D EARTHEN AREAS ALL G�dvP1 FM FM FM � „s, I,R FF EL 408.47 FESCUE, PERENNIAL hlry Generator ---- FM 386it � RYEGRASS COVERED WITH EITHER A TARP COVER OR AN EXTRA HEAVY LAYER OF MULCH. P a/c FM FM �` 404' CONTOUR FOR BASE FLOOD ELEVATION • ANY AREA OF REVEGETATION MUST EXHIBIT A SURVIVAL OF A MINIMUM OF 809� OF THE N83° ., Unit cv : TEMPORARY ANNUAL & 08 44 LV 2Z9 75 LBS/ACRE x �k E SEEDING FOR PERENNIAL RYEGRASS VEGETATION THROUGHOUT THE YEAR FOLLOWING REVEGETAVON. REVEGETATE AS NEEDED ,_. ' IOTA! 11_ 260.7E G '� EROSION CONTROL MIX TO MEET THIS REQUIREMENT. 1. ad r> x PROPOSED DISTURBANCE LIMIT 800E SF Hook-up > LOndS Now or Foirmerly Of �� THE CONTRACTOR SHALL COMPLY WITH THE NEW PORK STATE STANDARD SPECIFICATIONS PROPOSED SEDIMENT CONTROL FENCE AREA VARIANCE SUMMARY FOR EROSION AND SEDIMENT CONTROL (THE BLUE BOOK): Lands Now or Fo,►rnerly Of Fence Herbert & Michele A Levin Line Kathleen A Sanders .,,.. 38­11 't FROM §179-3-040A(5)(b)j51 - SHORELINE SETBACK REQUIREMENT STANDARD SPECIFICATIONS FOR MULCHING Book 584b3 Page 223 � SHORELINE q • 50' SEPARATION REQUIRED, 51' SEPARATION EXISTING, DEFINITION I NEIGHBOt�I � HOUSE- SITE PLAN 45.6' SEPARATON PROPOSED APPLYING COARSE PLANT RESIDUE OR CHIPS, OR OTHER SUITABLE MATERIALS, To COVER ,289.13-1-21 � Book MW Page 91 289.13-1-22 SCALE: 1"=20' 4.4' RELIEF REQUESTED THE SOIL SURFACE. PURPOSE GRAPHIC SCALE THE PRIMARY PURPOSE IS TO PROVIDE INITIAL EROSION CONTROL WHILE A SEEDING OR - SHRUB PLANTING IS ESTABLISHING. MULCH WILL CONSERVE MOISTURE AND MODIFY THE T q SITE ®EVELOPMENT ®f"1 TA 1 Q�-O T 36" FENCE POST DRIVEN 10 O 5 10 20 40 SURFACE SOIL TEMPERATURE AND REDUCE FLUCTUATION OF BOTH. MULCH WILL PREVENT �- 0.C. MAX. SOIL SURFACE CRUSTING AND AID IN WEED CONTROL. MULCH IS ALSO USED ALONE FOR MINIMUM 16 INTO GROUND ( IN FEET ) TEMPORARY STABILIZATION IN NON-GROWING MONTHS. TOTAL LOT AREA 0.81 f A CRES35,283.6E SF 1­1 CONIRACTOR TO FIELD VERIFY LOCA110NS AND DISTANCES CONDITIONS WHERE PRACTICE APPLIES 1. ...- ......._ FINISHED GRADE ON SOILS SUBJECT TO EROSION AND ON NEW SEEDINGS AND SHRUB PLANTINGS. MULCH IS TOTAL DISTURBANCE 800E SF .._...: _,--. USEFUL ON SOILS WITH LOW INFILTRATION RATES BY RETARDING RUNOFF. . ... ... - .. MM :_-: .- --;;:•�;::.: CRITERIA IXISTING CHANGE IN PROPOSED -- _ , .....__ .._-::: NECESSARY IMPERVIOUS AREAS IMPERVIOUS AREAS IMPERVIOUS AREAS : MULCHING REQUIRES THE INSTALLATION OF .............. _.-... .._...._ .. > 4» COURSE OF k'� -: ,. -- EROSION CONTROLNOR WATERY MANAGEMENT PRACTICES AND DRAINAGE SYSTEMS. ::.:::::. r r DECORATIVE STONE +122 SF STANDARD SPECIFICATIONS FOR SILT FENCE _ "� SLOPE, GRADE AND SMOOTH THE SITE TO FIT NEEDS OF SELECTED MULCH PRODUCTS. HOUSE/PORCH/GARAGE 2528 SF 2650 SF -- ... (-102 SF, +224 SF) : `? _ FILTER FABRIC REMOVE ALL UNDESIRABLE STONES AND OTHER DEBRIS TO MEET THE NEEDS OF THE DEFINITION A . `j" MIRAFI 14ON OR AN77CIPAED LAND USE AND MAINTENANCE REQUIRED. ACCESSORY STRUCTURES 323 SF - 323 SF L-+ A TEMPORARY BARRIER OF GEOTEXPLE FABRIC INSTALLED ON THE � � y f . � EQUAL APPLICATION RATES: e -� „� CONTOUR ACROSS A SLOPE TO INTERCEPT SEDIMENT LADEN RUNOFF r11,117,` - STONE FILLED TRENCH MULCH - 2. TON/ACRE (2 BALES / 1000 SFf DECK © LAKE 123 SF - 123 SF •... 8 MIN. 11;___ ) , � FROM SMALL DRAINAGE AREAS OF DISTURBED SOILS W11H 1-1/2"-4" �{ �� "�O DRIVES�WALKWAYS 5710 SF 57i0 SF PURPOSE 10 WIDTH PER PLAN � STONE SILT STOP EMBED TO REDUCE RUNOFF VELOCITY & TO EFFECT DEPOSITION OF ``. __ oy� IN GROUND 8" MIN. TRANSPORTED SEDIMENT LOAD. NATIVE SOILS .. TOTAL IMPERVIOUS 8,684 SF +122 SF 8,806 SF F� APPLICATION PERSPECTIVE SOIL BACKFILL - MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO - PERCENT IMPERVIOUS 24.67 +0.3q 25.0� THE FENCE PLACED ON A SLOPE: " 36" FENCE POST 1:2 SLOPE (507) 25-FT . . 1:3 SLOPE (33q) 50-FT _Z SILT STOP EMBED ' E . EROSION CONTROL IMPLEMENTATION SCHEDULE IN GROUND 8» MIN. 1:4 SLOPE (25%) 75-FT . 1:5 SLOPE OR LESS 100-FT y TAX MAP # ZS9.13-1-2� . _..__ p COMPACTED SOIL - . - MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW SHALL NOT EXCEED IMPLEMENTATION `� UNDISTURBED GROUND 1 4 ACRE PER 100-FEET OF FENCE WITH MAXIMUM PONDING DEPTH PRACTICE TIME ©ORATION OF PRACTICE FLOW__ / <. Dig ® S�fety. 11 J ,%;% % OF 1.5 FEET, - ;. Now ®York // / ENTIRE PROJECT REMOVE AFTER FINAL SITE \ - EROSION WILL OCCUR AS SHEET EROSION. - SEDIMENT CONTROL PRIOR TO CLEARING AND STABILIZATION AND VEGETATION I Z \ ' - CONCENTRATED WATER FLOW SHALL NOT BE DIRECTED TO FENCE_ can Before You pig FENCE SOIL DISTURBANCE ) "` ` EAVE TRENCH DETAIL E wait The Required Time ESTABLISHMENT 'r DESIGN CRITERIA E confirm Utility Response SECTION - ALL SILT FENCES SHALL BE PLACED AS CLOSE TO THE DISTURBED Respect The MarksDig With Care I I SEEDING AFTER INITIAL SITE UNTIL FINAL GRADING AND VEGETATION AREAS AS POSSIBLE, WITH A MINIMUM OF 10-FEET FROM THE TOE NTS 800.962.7962 0 ISSUED FOR AREA VARIANCE & S17E PLAN REVIEW 10/12/2020 & MULCHING GRADING ESTABLISHMENT SEDIMENT CONTROL FENCE DETAIL OF A SLOPE. THE AREA BEYOND THE FENCE MUST BE www.digsafelynewyork.com STORMINATER INTS UNDISTURBED OR STABILIZED. No. 11 Revisions Date DURING FINAL SITE INFILTRATION PERMANENT - SENSITIVE AREAS TO BE PROTECTED BY SILT FENCE MAYBE NEED FACILITIES GRADING SLOPE LENGTH/FENCE LENGTH(FT.) TO BE REINFORCED BY USING HEAVY WIRE FENCING FOR ADDED MAP REFERENCE: SITE PLAN& DETAILS AFTER FINAL SI E SLOPE STANDARD REINFORCED SUPER SEEDING & OTHER SUPPORT. 1. BASE MAP INFORMATION FROM »MAP OF A VEGETATION PERMANENT - WHERE THE ENDS OF THE SILT FENCE COME TOGEINER, THE TWO BOUNDARY SURVEY, LANDS NOW OR prepared for: GRADING ENDS SHALL BE OVERLAPPED, ROLLED TOGETHER AND STAPLED TO FORMERLY OF PAUL R & MARGARET A STABILIZATION <2% 300/1500 N/A N/A SHEEHAN IRREVOCABLE TRUST,» IN THE TOWN Paul R. & Margaret A. Sheehan Irrevocable Trust PREVENT SEDIMENT BYPASS AT THESE CONNECTIONS STABILIZATION 2-10% 12511000 25012000 3001250D OF QUEENSBURY, WARREN COUNTY, NEW YORK. FABRIC MATERIAL CRITERIA DATED AUGUST 26, 2020. LAST REVISED 3i Birch Road- Glen Lake THE CONTRACTOR SHALL INITIATE STABILIZATION MEASURES AS SOON AS PRACTICABLE IN POR77ONS OF THE 10-209 1001750 15011000 20011000 GRAB ENSILE STRENGTH 90 LBS ASTM D1682 SEPTEMBER 8, 2020. PREPARED BY DARRAH Town Of QueenSbury, Warren County, NY 20-339 60 500 80 750 100 1000 ELONGATION AT FAILURE 507 ASTM D1682 LAND SURVEYING, PLLC. SITE WHERE AC77WTIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 7-DAYS. / / / 2. ADDITIONAL INFORMATION FROM "MAP OF A Drawn: JRS Checked: GTN Scale: HOED Dote: 9/30/2020 STABILIZATION OF GRASS AREAS INCLUDES HYDROSEEDING USING TACKIFIER ON SLOPES OVER 1:5 OR SEEDING 33-509 40/250 70/350 1001500 SURVEY MADE FOR PAUL R. SHEEHAN," IN THE 169 Haviland Road AND INSTALLING A CONTINUOUS COVER OF STRAW MULCH WATERED INTO PLACE. ON SLOPES OVER 1:3 INSTALL >50q, 20/125 30/175 50/250 PORK. DATED AUGUST 27, 2012. PREPARED ALTERATION OF THIS DOCUMENT EXCEPT 8Y (518)TOWN OF QUEENSBURY, WARREN COUNTY, NEW Queens 745-0307 bury, Phone NY 12804 EROSION CONTROL BLANKETS OR WOOD CHIPS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS 2C3'� 7' O_O'�_�'� 8Y VAN DUSEN & SIEVES LAD SURVEYORS A LICENSED PROFESSIONAL ENGINEER 1S A VIOLATION of NYS EDUCATION LAW. Hutchins Engineering PLLC (518) 745-0308 Fax n _ NOTES-. 1. DO NOT SCALE DRAWING. 2. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. NOTIFY OWNER OF ANY DISCREPANCIES. . • S. OWNER & CONTRACTOR SHALL CONSULT APPLICABLE EXISTING IO THK. FROST WALL BUILDING CODES TO ENSURE THE INFORAIATION ON THI. r I , DRAWING CONFORMS TO ALL REQUIREMENTS. DRILL HOLE EX 4. THESE PLANS AND SPECIFICATIONS A IN COMPLIANCE I INTO bTING CONCRETE RE Existing fout'1deltIon I FROST WALL 4• DP. EPDXY IN #4 WITH CHAPTER 11 (ENERGY EFFICIENCY) OF THE 2020 I BUILDING CODE OF NEW YORW STA Top Of Existing Slab I 5. ALL PLUMBING FIXTURES, DRAINS,TAPPURTENANCES AND I REBAR ROD 2 ill r EI, cl IO I APPLuIVCES USED TO SERVICE OR DISCHARGE LIQUID / T WASTES OR SEWAGE SHALL BE DIRECTLY CONNECTED TO THE DRAINAGE SYSTEM OF THE BUILDING OR PREMISES 2 I IN ACCORDANCE WITH THE RE UIREMENTS O THE 202t Q F G BUILDING CODE OF NEW YORK STATE. 6. EVERY PLUMBING FIXTURE, DEVICE OR APPLIANCE REQUIRING OR USING WATER FOR ITS PROPER OPERATION SHALL BE DIRECTLY OR INDIRECTLY F-° CONNECTED TO THE WATER SUPPLY SYSTEM IN ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW I � ,tt _ •• 1 YORK STATE. 7. THE PLUMBING SYSTEM SHALL BE PROVIDED WITH A NEW 8' THK.IFROST WALL SYSTEM OF VENT PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO THAT THE LIQUID . ` / 1 ,:., —t• t— _ L I - I • • -• I SEAL OF ANY FIXTURE TRAP SHALL NOT BE SUBJECTED TO PRESSURE DIFFERENTIAL OF MORE ' ,.:;. 1 I ",. I ' 1 . • THAN 1 INCH OF WATER COLUMN. IN ACCORDANCE �:;.>' / I •- ', I •:•, I •. WITH THE 2020 BUILDING CODE OF NEW YORE STATE.. , 1 .... I , ----- 8. ALL ELECTRICAL SYSTEMS SIrALL BE INSTALLED IN --------------------- � , t , •. I I •.: , - ------------------� I ACCORDANCE WITH THE 2020 RESIDENTIAL BUILDING CO. y , . t I :• 1 j 9. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI WITHIN 28 DAYS AND SHALL HAVE A :.: MAXIMUM SLUMP OF 4" FOR CONCRETE SLABS AND 2" t . 1 I I I re i to. ALL REINFORCING STEEL SHALL CONFORM wrm ASTM . , t •. I : , tA-G 16 GRADE GO. T ENGINEER IF ANY ILL OR ON-NATIVE OR �� i •-.' t ff. NO IFY THE R F N L ' 4 thk. concrete floor slab on I , Ti l • FOWATION - eo BALL CONNE"""TON DETAIL I , , WELL DRAINED MATERIAL IS ENCOUNTERED AT SUB GRA ..r I tads w/6xb w l.4/1.4 ww ' i ; _ j ELEVATIONS ' g 1 I I SCALE: 3 •=1'-0° 12. BACK FILL EXCAVATIONS AS SOON AS POSSIBLE. t .• , t �4 COMPACT CLEAN SOIL TO NOT LESS THAN 95% OF t ' •: I i . I t a MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. 13. BEGMrNING IMMEDIATELY AFTER PLACEMENT, PROTECT I j CONCRETE FROM PREMATURE DRYING, EXCESSIVELY HOI .. I Top of new Slab -8" footing 1 ' ► u t I , 14.AND COLD DESIGN LOADS:PERATURES AND MECHANICAL DISTURBANi EI.--q-lO� let FLOOR: 40 PSF LIVE 10 PSF DEAD a I 2nd FLOOR: 30 PSF LIVE 1 I I I 10 PSF DEAD t I ': ► i j SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADL ROOF LOAD: 10 PSF DEAD WIND SPEED. 115 MPH, 3 SECOND GUST ELECTRICAL SYMBOL LEGEND SEISMIC DESIGN CATEGORY. B PRESUMPTIVE SOIL LOAD BEARING: 2,000 PSF OUTLET 0 EXIT LIGHT SOIL CROUP: CROUP I 1 I L-------_--_ -- J ' , FAN D 15. JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENS I `"-" --`- -`-` © PULL'SWITCH m CLOCK OUTLET THE BUILDING ENVELOP THAT ARE SOURCES OF AIR ... , . .- -.: ••:::_ I t i � LEAKAGE MUST BE SEALED. I ' . : : ' . ,:'. :• :.: . RECE55ED FLOOR OUTLET (DUPLEX) ® i BLANKED OUTLET 16. LOT SHALL BE GRADED SO As TO DRAIN SURFACE IL-------- ----------------------------- -------- --------------------------------JA WATER AWAY FROM FOUNDATION. THE GRADE AWAY DUPLEX,OUTLET a SPECIFIED HEIGHT Q DOORBELL CHIME FROM FOUNDATION WALL SHALL FALL A MINIMUM OF 6- � DUPLEX OUTLET I DOORBELL WITHIN THE FIRST !o FEET of RUN Ij"-2 thick stone veneer to be 17. CONTRACTOR SHALL ASSEMBLE AND INSTALL w•apped stingarovi 6 new w1orm. MICROLLAM BEAMS PER MANUFACTURES Mateh exleting style a color �oy 220 VOLT OUTLET ® , GARAGE DOOR OPENER SPECIFICATIONS. THE MINIMUM BEARING SWITCH $ GO REQUIREMENTS SHALL BE: 4 1/2" 0 ENDS & 7 1/Z- 4 NVENIENGE OUTLET � TELEPHONE JACK rNTERMEIIUTE SUPPORTS. 14'- ° 5 NG 18. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE 51 LE(POLE SWITCH ,.�„ WALL PHONE JACK SIDE OF EACH STAIRWAY WITH TWO OR MORE RISERS. DOUBLE POLE 5WITGH T TELEVISION GABLE JACK HANDRAIL HEIGHT SHALL BE 34" MINIMUM AND 38 MAXIMUM AS MEASURED ABOVE STAIR TREAD NOSING THREE-WAY SWITCH FANLIGHT DIMMER SWITCH f9. ALL SMOKE DETECTORS SHALL BE INSTALLED PER 1 ® LOCAL CODES AND NATIONAL ELECTRICAL CODE 4 54 FOUR-WAY 5WITGH OO F OOR OUT ET STANDARDS. THIS SHALL INCLUDE THAT ALL ! L �' DETECTORS BE HARDWIRED SUCH THAT IF ONE THREE WAY DIMMER SNITCH CEILING FAN/L1GHT DETECTOR ALARMS, THEY ALL ALARM 20.THE ACQ OR AC TREATMENT IN PRESSURE TREATED 54D FOUR WAY DIMMER 5WITGH REGE55ED EIL LUMBER IS CORROSIVE AND WILL IMPACT THE TYPE OF G INb FIXTURE FOR NET LOCATION FASTENERS USED IN THE CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE, COMPATIBILITY RECESSED CEILING FIXTURE '® TRIPLEX OUTLET BETWEEN THE FASTENERS (LE. PLATES, NAILS, BOLTS, LIGHT ETC. AND PRESSURE TREATED LUMBER DESERVES _ MODIP, IED FOUNDATION PLAN QUADRUPLEX OUTLET ) SPECIAL ATTENTION. HOT DIPPED GALVANIZED OR _ SCALE: "=1'-0`' GFI PROTECTED OUTLET ATM] ` THERMOSTAT STAINLESS STEEL FASTENERS ARE REQUIRED y4 21.WINDOW CEASING LN HAZARDOUS LOCATIONS SHALL COMI ® ELECTRICAL PANEL BOX N INTE>2NET 60100TION(CATf'60R'I''-FOR C*RI ER5) WITH SECTION 308 OF THE 2020 BUILDING CODE OF NE YORK STATE. ' WEATHER PROOF DUPLEX OUTLET ® 22.UNLESS OTHERWISE NOTED, WINDOW & DOOR HEADERS FLUORESCENT LIGHT SHALL BE: FOR OPENINGS <3'O": 2-PLY 2XIO, FOR 1. YiALL LIGHT �'i TRACK LIGHT OPENINGS >3 0 BUT <5'0": 3-PLY 2XIO. ALL HEADERS smp WEATHER PROOF 5WITGH DISCONNECT 5WITGH SHALL HAVE DOUBLE JACK sTuns. DUPLEX OUTLET EXISTING f WMBINATION L*HT/EXHAUST FAN SWITCH'WITH DIMMER Alp Jill �; �D FIRE ALARM PULL STATION — EMERGENCY LIGHT YV/BATTERY BAGk-UP ® FIRE ALARM CONTROL PANEL • r: • SMOKE/= DETECTOR STOBE LIGHT/HORN � I FLOOD LIGHT s •- - SMOKE DETECTOR _.r t~ ® ELECTRIC BASEBOARD HEATER Existing 506&glass door to ;, •� be changed to a frosted I •+b 9tass door,earoe el:e a finlsh y f'` ryIo I.ALL OUTLET TO BE 12"A-F.F.UNLE55 OTHERWISE NOTED 2.ALL SWITCHES TO M 45"A.F.F.UNLESS OTHERWISE NOTED. S.ELECTRICAL LAYOUT SHOWN TO BE USED AS A GUIDE ONLY.ELECTRICAL CONTRACTOR. • TO ENSURE THAT DE51 SYSTEMS. _ 6N AND MEtT LOCAL AND 2020 RESIDENTIAL BUILDING GOD£OF NEW YORK STATE. M` 4.ALL SMOKE DETECTORS TO BE HARDWIRED AND 1NTERGONNWTED BETWEEN FLOOR AS r. APPLICABLE.! ''•. 5.INSTALLATION•'' .1.. - OF ELECTRICAL ITEMS MUST COMPLY WITH LOCAL ELECTRICAL CODES AND REGULATIONS AND WITH LOCAL ELECTRIC POWER SUPPLIERS ' I SUPPL REGULATIONS IN ALL RESPECTS. b.OUTLET LOCATION S SHOWN ON PLANS COMPLY WITH OR EXCEED CURRENT BUILDING CODE MINIMUM R<:QUIRENIENT5 AND ARE TO BE USED A5 A GUIVe ONLY.ADJ)5T ACCORDING To ' OWNER'S AND/OR LOCAL AUTHORITY'S REQUIREMENTS. 7,ACCE55 AND WORKING 5PAGE SHALL 13E PROVIDED AND MAINTAINED AR011 ALL ELECTRICAL EQUIPMENT TO PERMIT SAFE OPERATION AND MAINTENANCE OF SUCH ,. EQUIPMENT. I 6.GROUND-FAULT AND AR,- AULT CIRCUIT-INTORAJI TER PROTECTION SHALL BE INSTALLED IN BATHROOMS,GARAGES,ON OUTDOOR RECEPTACLES,KITCHENS,UNFINISHED BASEMENTS, LAUNDRY AREAS,AND PER SECTION E3402 OF THE 2020 RESIDENTIAL BUILDING GORE OF N A YORK STATE. Shelves Interior FWH6068 Shelves �. • .. b w/12 stdelitos TW21046 TW21046 t TH2446 , '.,FfeNes (temperodU • TW21046 /7421046 _ .,� m FWH2O68AR t 6 1 !` TW21046 Tw21046 Saratoga Engineering Design, PC �. o g g g s o F_ Residential/Commercial Design Plans AREA=224 SQ.FT. 0 0� FAH5468APL FIAT CEILING (Extetr . Douglas ^� � m +6. W. Adams rW�446 Zs _ Pmc y _ . NEW SUNROOM � ess oral Engineer&Designer N I 9 = 0) _ AREA=224 S@.FT. Cell(518)683 6899 - 0 FLAT CEILING a 00 .; M in .� . 94 RoAu:g Hills Drive N - Gansev New Yak 12831 �. email:saratogeengndesigrgpycap.rr.com N TW2446 � ask.•r-,- .�-;,, _. i.:.�:a,r. TW2446 n . . i (tempered) Sarah w/cubblas/end tables PETER SHEEHAN 31 BIRCH ROAD h I Drover Id t � � LAKE GEORGE NEW YORK I 12845 PC - I♦845)242-1962 TW2446 TW2446 TW2446 l i� i1 i i i � (m 'If T.i 1j'-2"thick stone veneer to be L --- -� f,=, wrc�ped around new ounroom. HOME ADDITION v Mattrh existing style 4 color N 4' Is" 2-10 2 10 4-I DRAWN BY: DWA SCALE: AS NOTED DATE. � iNotes:' p"1 DWG. FILE: l4'-O" I. (2) additional weather proof outlets are to be installed at the upper deck level on New 5unroorr>) side of the french wood exterior doo r r , 2. LED low voltage post caps are to be a� installed on upper deck posts FOUNDATION P • � � 3. Electric heating/Cooling is being planned. LAN FLOOR .... _I � Contractor shall plan as required PLAN, & ELECTRICAL PLAN C� 4 ELECTRICAL PLAN - SUNROOM SHEET 2 OF 4 SCALE: Y4"=r-0" WHEN THIS ITEM IS STAMPED BY C it A LICENSED PROFESSIONAL O`...� ENGINEER, IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION '�` LAW TITLE VIII ARTICLE 145 Q' S Q SECTION 7208 FOR ANY PERSO JG y 9 PARTI LEVELED FLOOR L0WERCDIFIUNLESS HE IS UNDER THEL PLAN DIRECTION OF A LICENSED ! O SCALE: "=1'-O' ENGINEER TO ALTER AN ITEM IN I 'V Y4 WAY. IP AN ITEM BEARING THE S \ OF AN ENGINEER IS ALTERED, T tv .. ALTERING ENGINEER SHALL COMPL LAWS.NEW WITH AS.NEW YORK STATE EDUCATIO O730SI fESSI it I I NOr rr �►J. I' : f AO NOT SCALE DRAWING. r. rs , 2. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. - ,.. DISCREPANCIES. .. T OWNER OF ANY S _.,. NO IFY SHALL CONSULT APPLICABLE S. OWNER &� CONTRACTOR ,..r .. ::• - BUL�L.NG CODES TO ENSURE THE INFORMATION ON THIS .. WING CONFORMS TO ALL ,. ... DRA REQUIREMENTS. . 4. THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE ... a CRAP f f CHAPTER ENERGY EFFICIENCY) OF THE 2020 WITH C .. BUILDING CODE OF NEW YORK STATE .•. ,. I 5. ALL PLUMBING FIXTURES, DRAINS, APPURTENANCES AND SERVICE OR DISCHARGE.LIQUID : :• APPLIANCES USED TO SERV! D $ r.. 1 - :.• WASTES OR SEWAGE SHALL BE DIRECTLY CONNECTED TO / •eta frost riall . .I TBB DRAINAGE SYSTEM.OF.THE BUILDING OR PREMISES, Exist 10 thk coner v, I IN ACCORDANCE WITH THE REQUIREMENTS OF.THE 2020 .•:. '::I BUILDING CODE OF NEW YORK STATE. / ,-: •r• 6. EVERY PLUMBING FIXTURE, DEVICE OR APPLIANCE .! . REQUIRING OR USING WATER FOR 71`S PROPER � I OPERATION SHALL BE DIRECTLY OR INDIRECTLY •• .:e � CONNECTED TO THE WATER SUPPLY SYSTEM IN COD OF NEW . .. _.... ....• .. ._ •.a - .•. . .. ACCORDANCE WITH THE 2020 BUILDING E .L. - ., .I / „ '•f+ <f• STATE.RK i� a� 1 C YO i' s� BA BE PROVIDED WITS d C SYS S LL BIN TEM LUM BE P ---------------------------------- SYSTEM 7 T OF VENT PIPING TEAT WILL dLLOW TBE IL.t O THAT TBE LIQUID ADMISSION OR EMISSION OF AIRS t RAP SHALL NOT BE \ . I :•. SBdL OF ANY FIXTL*RE T a I I DIFFERENTIAL OF MORE BJECTED TO PRESSURE SU Demo existing®tone veneer to \ w dttton ate new ad ...... I accommod .. ....._: .•.: ,• � -< •, :,. ,.__, >•.„,;,. '.�..•,.• � :.. TBAN f INCH OF WATER COLUMN. IN ACCORDANCE \ ,,. .< .?_ .:.. ., - .. ..:•. -..: ...•., �.. . .,. ... ,., •.. .. ..•.. � . .. WITH THE 2020 BUILDING CODE OF NEW YORE STATE. -------------- ALL ELECTRICAL SYSTEMS SHALL BE INSTALLED IN BUILDING CODE- Demo... ., 1 ACCORDANCE WITH THE 2020 RESIDENTIAL \ ...• .. •., / Damo existingfoots s 4 taro \ :•;• .s• ^9 P 9. CONCRETE SHALL OBTAIN d COMPRESSIVE STRENGTH . OF 4000 PSI WITHIN 28 DAYS AND SHALL HAVE A MUM SLUMP OF 4" FOR CONCRETE SLABS AND 2" FO llfAXl ..<. < RAMPS. ^ .. . ..,_ ....,,,.. r f0.ALL REINFORCING STEEL SHALL CONFORM WITB ASTM t•,•._ .:,1, , _ _ - - A-615 GRADE 80. ,, .. 11. NOTIFY THE ENGINEER IF ANY FILL OR NON-NATNE OR I'- .. — _ _ — —,- -H: H — MATERIAL IS ENCOUNTERED AT SUB GRADE .. �• .: WELL—DRAINED d!A ERI J •.. �, I : I �:. ! ELEVATIONS f 2. BAC K FILL EXCAVATIONS AS SOON AS POSSIBLE. L I __- _._I COMPACT CLEAN SOIL TO NOT LB 0 1 ` SS THAN 95x F ` MAXIMUM DENSITY AT OPTIMUM MOI STURE CONTENT, ; 1 3. BEGINNING IMMEDIATELY AFTER PLACEMENT, PROTECT HO • CONCRETE FROM PREMATURE DRYINC, EXCESSIVELY T AND COLD TEMPERATURES AND MECHANICAL DISTURBANCE i n 14. DESIGN LOADS ., fst F 6 LOOK: 40 PSF LIVE 6� b 10 PSF DEAD _ 3 2nd FLOOR: 0SF LIVE P 10 PSF DEAD 12 I G SNOW LOADS.. 50 PSF LIVE (GROUND SNOW LOADING) ROOF LOAD.. 10 PSF DEAD 1 „ i WIND SPEED: if 5 dlPB 3 SECOND GUST IC DESIGN CATEGORY. B SEISMIC E N C f PRESUMPTIVE SOIL LOAD BEARING: 2,000 PSF COUPI GROUP. SOIL R . 15. JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENS IN .. a THE BUILDING ENVELOP THAT ARE SOURCES OF AIR ., LEAKAGE MUST BE SEALED. �A, f .8 LOT SHALL BE GRADED SO AS TO DRAIN SURFACE WAY WATER AWAY FROM FOUNDATION. THE GRADE A : FROM FOUNDATION WALL SHALL FALL A MINIMUM OF 8„ OF RUN. WITHIN THE FIRST 10 FEET O PLAN PARTIAL FOUNDATION/DEMLITION 17. CONTRACTOR SHALL ASSEMBLEAND INSTALL MICROLLAM-BEAMS PER MANUFACTURES �— IONS. THE MINIMUM BEARING SPBCIFICAT : -I-O 2" ALE HALL BE. 4 f 2 ® ENDS & 7 1 SG y REQUIREMENTS 5 / / 4 INTERMEDIATE SUPPORTS. 18. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH STAIRWAY WITS TWO DR MORE RISERS. HANDRAIL HEIGHT SHALL BE 34 MINIMUM AND 38" - I MAXIMUM AS.MEASURED ABOVE STAIR THEAD NOSING f9. ALL SMO%B DETECTORS SHALL BE.INSTALLED PER LOCAL CODES AND NATIONAL ELECTRICAL CODE ..... �t STANDARDS. THIS SHALL INCLUDE THAT ALL ,.. .•.,. DETECTORS B8 HARDWIRED SUCH THAT IF ONE : DETECTOR ALARMS, THEY ALL ALARM ` ,r .., , : ` 20.THE dCQ OR AC TREATMENT IN PRESSURE TREATED .,. - LUMBER IS CORROSIVE AND WILL IMPACT THE TYPE OF .•., _ 'r• FASTENERS USED IN THE CONSTRUCTION OF THE ;r• %:` EXTERIOR DECK. THEREFORE, COMPATIBILITY BETWEEN THE FASTENERS (LE. PLATES, NAILS. BOLTS, ) ETC. AND PRESSURE TREATED LUMBER DESERVES ,. :x �•`, SPECIAL ATTENTION. HOT DIPPED GALVANIZED OR STEEL FASTENERS ARE REQUIRED STAINLESS Q r,. 21.WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY :• � Exist 3068 lava door to' K• WITH SECTION 308 OF THE 2020 BUILDING CODE OF NEW „V be ch ed to a frosted / �9 - YDRB STATE 0 HEADERS / sass door,soma size 4 finish. .. 22.UNLESS OTHERWISE NOTED, WINDOW 8• DOOR H E I - SHALL BE. FOR OPENINGS <3'0": 2—PLY 2X10 FOR .. �1• / ... 3 PL ZXfO. ALL HEADERS OPENINGS >3 O BUT <5 O . Y . SHALL HAVE DOUBLE JAGS STUDS. Y _6 : Demo existing windows and FIN door.Door t:o be re-used In addition .. r - ��_ —�— •fir TYV26310 TYy26v10 - , FYfH5468 , I FTM— LA1046 ' I � v j TYVZIP46 TMIC46 ' I PATIO TM 046 _ TY4210461I— II _ IL_ —_---_--.---------------------,.--tL Demo existingpatio 4 piers P P (save blue stone pavers for futuro hardscape work) _ /DEMOLITIONP.LA N - ;LEVEL FLOOR PARTIAL LOWER - P_ 1_ 11 SCALE. -I O Engineering Design, PC. Y4 � SaP�I®�a. ngi ee g ,y Residential/Commercial Design Plans _Douglas W. Adams . r Professional Engineer&Designer ,e N Cell(518)683-68W fi N 00 I : 74 Rolling Hills Drive N ' Gansevoort,New York 12831 email:saratogaengndesigr,(�nycap.a.com s N � 1 I PETER SHEEHAN • M 31 BIRCH ROAD / LAKE GEORGE NEW YORK 12845 PC�+ ADI•�o9a r 845 242-1962 I c I11 I HOME ADDITION =; III ADH3058 ADH9056 III I I �w1�468 i i I d� rp `� ADtf3058 1I I DRAWN BY: DWA GALE: AS NOTED DATE: - O ADH3088 I 1 11, >v_ _ DWG. FILE: N III III DECK I Tw1a3� III III i I TM1096G TM1086G III I DEMOLITION PLANS nDfosa a� ---------------�_---__—________ ' Delrlo existing main level deck 4 �, support system SHEET 3 OF 4 a AHEN THIS ITEM IS LICENSED PROFESSIONAL BY O C NStv � ram► THE NEW YORK STATE EDUCATION `_\fS W. � c ENGINEER, !T IS A VIOLATION OF �P�` t 1 J� LAW TITLE Vlll ARTICLE 145 LEVEL FLOOR DEMOLITION PLAN °RE�DN of A LIC NS DE N MAIN . SECTION E I FOR ANY PERSON Q 2� U — PARTIAL � SCALE-. y4 =I -O ENGINEER TO ALTER AN ITEM IN d i ■ 1 11 WAY. IF AN ITEM BEARING TRB S �; ALTERING ENGINEER SHALL CONPL OF AN ENGINEER IS ALTERED, WITH NEW YORK STATE EDUCATION 0 031 WS. P �� NO 1J '.TE _ .. :__:_ _.. _ W::.- w.. -.,•.. ._• .-.....: ... _. ;;._.... _. 1. DO NOT SCALE DRAWING. DI R 0 CONSTRUCTION. 2. VERIFY ALL DIMENSIONS PRIG T s :: . _, :,a., : _., - ..,-x_c. ,.. _ .. _. .. r ._ �. .. .:w._.,.� .. ..�. -; OWNER OF ANY DISCREPANCIES. Field verify all window rota openings _ _,:....,_ � ,N , .. NOTIFY y - S. OWNER h' CONTRACTOR SHALL CONSULT APPLICABLE BUILDING CODES TO ENSURE TBE INFORMATION ON THIS ONREQUIREMENTS. . - G C FORMS TO ALL.-....._ .:_: _ ..._.... _ WIN RoughO DRA Room i.! 896 ft2 R on't Verlt,+4'�6,4t� 4. THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE r Clear : WITH CHAPTER 11 (. NERGY EFFICIENCY) OF THE 2020 BUILDING CODE OF NEW YORK STATE AND Clear C PLUMBING FIXTURES DRAINS APPURTENANCES O 6. ALL P , le p en ng- LIQUID Opening- APPLIANCES USED TO SERVICE OR DISCHARGE LI : AP Q I - ECTED TO;` WASTES OR SEWAGE SHALL BE DIRECTLY CONN �r Ope ning Glass Vent Clear , Unit Opening,, NdGE S TEM OF THE BUILDING OR PREMISES � � THE DRAT SYSTEM , WITH THE REQUIREMENTS OF THE 2 = Comments nts IN ACCORDANCE Q r tit In ftz unit: ft2 urnt U Value SFIGC VT Manufacture e Count ##� lltl x H inches Width,In he g / , - 020 e :Actual R aired AG#ual paorflsdiJindaw# UrtitTyp � a, Description#ian... Rcaom Area ' Required si IOOni / rr 6. EVERY PLUMBING FIXTURE, DEVICE OR APPLIANCE n a = � Star, #.lambs,Screens,Hardware Later� tempered See Tans} BUILDING CODE OF NEW PORK STATE. 1i.3fT 25 7 $ x416 lj8 49 1�.65 �.� {} �} 7. Andersen A}OSerses, rlefgyS a r ) 4r P ! 1 REQUIRING OR USING WATER FOR ITS PROPER S3.S5 34.65 T�2446 Double l-lt�n f � i n 1 1 I OPERATION SHALL BE DIRECTLY OR INDIRECTLY 1f 1r S#ar, Ext.lambs,Screens Hardware Low E 4, 2 {J.3 a.13 0.35 Andersen 4t}tiSeries,Ener , Fre nchtivaad Hinge 1 14.t}� 28 x75 ij4 2 9 6 8` 9.2{i 1 t} 8Y � 9.2D 14.02 F1FVH2968Aft g CONNECTED TO THE WATER SUPPLY SYSTEM IN r rr 6187 ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW _ n `I_ !I1 chwoad Hinged Doan see laps 18.3S 29.39 F Wi-i5468A1?LIB FrenchuUoad Hinge 1 29.39 S�1/8 x7S1J4 S 4 6.8 18.39 29. 9 U.3 {?.13 {k3S Andersen 1=xist g Fren gYORK STATE. • rr 7. THEPLUMBING SYSTEM SHALL BE PROVIDED WITH A id it a n a n a n a n a ' Nlason Ite In terior French Wood doorwith 12 s el es e 1' - n :� n/a tkad. tbd n/ � � � f SYSTEM OF VENT PIPING THAT WILL ALLOW THE 2 n a 8.96 n a FWH6468 Frenchwaod Hinge / Su room 224 17,9 / /� [1 ADMISSION DR EMISSION OF AIR SO THAT THE LIQUID Wood doorwith frosted lass match existing r #bd tbd n/a n/'a nJa nja n/a iNiasonite interior French 1�M11 glass, g oom n/a n/a nla n/a n/a 5068 FrenchwOOd Hinge I1f a n a f SEAL OF ANY FIXTURE TRAP SHALL NOT BE 1=Xi Sti n 8ed r ; SUBJECTED TO PRESSURE DIFFERBNT7AL OF MORE N ACCORDANCE THAN f INCH OF WATER COLUMN. I A : WITH THE 2020 BUILDING CODE OF NEW YORE STATE. ED 8. ALL ELECTRICAL SYSTEMS SHALL BEINSTALL IN ACCORDANCE WITH THE 2020 RESIDENTIAL BU ILDING CODE. WINDOW SCHEDULE 9. CONCRETE SHALL OBTAIN A COMPRESSIVE STR ENGTH OF 4000 PSI WITHIN 28 DAYS AND SHALL HAVE A I hlAXIMU M SLUMP OF 4' FOR CONCRETE SLABS AND 2" FOIi SCALE: Ya" Ir _ _ - PS. 10. ALL REINFORCING STEEL SHALL CONFORM WITH ASTM 1 E 80 d-6f5 GRAD -NATIVE OR ON N CI IF d1VY FILL OR N 1f. NOTIFY THE ENGINEER _ DE S ENCOUNTERED AT SUB GRADE LL DRAINED MATERIEL I WE ELEVATIONS 12. BACK FILL EXCAVATIONS AS SOON AS PO SSIBLE.LE. 0 NOT LES S THAN 954E OF COMPACT CLEAN SOIL T CO MOISTURE CONTENT. MAlXIM UM DENSITY AT OPTIMUM M 13. BEGINNINGI IMMEDIATELY AFTER PLACEM ENT, PROTECT DRYING i CONCRETE FROM PREMATURE , EXCESS IVELY HOT :. DISTURBANCES A ICAL TEMPERATURES N AND COLD Rd ES AND MECHANICAL R f 4. DESIGN LOADS: _ 1 at FLOOR. 40 PSF LIVE ` 10 PSF DEAD 2nd FLOOR: 30 PSF LIVE 10 PSF DEAD S GROUND SNOW LOADING SNOW LOADS. SO PSF LIVE ( � ROOF LOAD: 10 PSF DEAD WIND SPEED, 115 MPH 3 SST ECOND GU SEISMIC DESIGN CATEGORY.• B G: 2 000 PSF P V SOIL LOAD BEARING.PRESUM TIE , SOIL GR OUP:OUP: GROUP I T SUCH OPENS IN AND ALL OTHER PENETRATIONS, 5. JOINTS 1 . THE BUILDING ENVELOP THAT ARE SOURCES OF AIR LEAKAGE MUST BE SEALED. I. 18. LOT SHALL BE GRADED SO AS TO DRAIN SURFACE d WATER AWAY FROM FOUNDATION THE GRADE AWAY -FROM FOUNDATION WALL SHALL FALL L MINIMUM OF 8" WITHIN THE FIRST 10 FEET OF RUN I f 7. CONTRACTOR SHALL ASSEMBLE AND NSTALL I MICROLLAM BEAMS PER MANUFACTURES SPECIFICATIONSMINIMUM BEARING . THE & REQUIREMENTS SHALL BE. 4 1/2" @ENDS 7f1 2" 0 INTERMEDIATE SUPPORTS. PPORTS. 18. IiANDRA ILS SHALL BE PROVIDED ON AT LEAST ONE 0 SIDE OF EACH STAIRWAY WITH TWO OR MORN RISERS. - ■ " I NEIGH BE 34 MINIMUM AND 38 HANDRAIL T SHALL - MAXIMUM AS MEASURED ABOVE STAIR TREAD NOSING 19. ALL SMOKE DETECTORS SHALL BE INSTALLED PER EC LOCAL CODES AND NATIONAL EL TRICAL CODE STANDARDS. THIS SHALL INCLUDE THAT ALL -i DETECTORS BE HARDWIRED SUCH THAT IF ONE OR ALARMS,, THEY ALL ALARM 20.THE LC4 OR LC TREATMENT IN PRESSURE TREA TED LU MBER IS CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN THE CONSTRUCTION OF THE THEREFORE, COMPATIBILITY EXTERIOR DECK BETWEEN THE FASTENERS (LE. PLATES, NAILS. BOLTS, _ ETC.) AND PRESSURE TREATED LUMBER DESERVES blocks as re 2x8 rd SPECIAL ATTENTION. HOT DIPPED GALVANIZED OR t h � Q STAINLESS STEEL FASTENERS ARE REQUIRED 21.WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPL} UI WITH SECTION 308 OF THE 2020 BUILDING CODE OF NEW YORK STATE. 22.UNLESS OTHERWISE NOTED. WINDOW A` DOOR HEADERS <3' 2-PLY 2Xf 0 FOR SHALL BE. FOR OPENINGS 0 . OPENING S >3'0" BUT <5'07: 3-PLY 2XfO. ALL HEADERS „ Top Of E.7Vb-Floor (EL.=O�-0 ) SHALL HAVE DOUBLE JACK STUDS. I Top of Deck 5/4x10 Hardie trim Trex 4x4x3cl post sleeve/w surface mounted p post (WH), 4x4 LED flat post sleeve cap I� xi4 1.5E TimberStrand LSLrim joist (ri down as re 'd) skirt WH Railing (WH), olvminvm to 4 bottom p q 4 ( ), g P 2xb wall from � Ib" . ., f#2 rails (AH) E Aluminum Baluster kit (square) (WH). / 9 o.c., s P Build wall out above veneer as shown 2" a with 2x2 framing ® 16" oz. Trex Transcend Decking Color - Foggy Grey I plywood wall sheathing �-A- ♦ I Closed cell spray foam, r=2b min. EPDM roofing membrane over, 1n gwb ♦ rr i wood roof sheathing 1 p y Hardie Plank Siding (match existing home) CDX 1 � 1 1 1 � i Existin 2xb wall framin g g i 3-ply 2x8 header, spf#2 typ• 1 Flashing 5/4x6 smooth fiber cement i rr , '. board casin w/Z flashing 1 g _ 9 i (match existing) a 1 TO f Sub-Floor p - ' TO f Deck 1 4x smooth fiber cement TW2446 _ 12 2x pt ledger plate wl(I) row of 5/ 3 moot • 1 LedgerLok screws 0I6" o.c. casing (match existing) 1 1 II 1 iI x14 I.SE TImber5trond 1-51- ledger plate 9 fl w/(2) rows of Led erl-ok screws ® Ib o.c. # 1 9 2xb wall framing 0 Ib o,c., s f 2 1 u n 9 p d 1 ft sleepers ® 16 oz. (screwed into wail studs) I 1 2x8 t tapered f4 / a p i p, p I wood wall sheathing 11 � 1 wide 3=PDM strip underneath. Round P y 9 c w/3 p i _ 1 e veneer des`w router `Ice 4 water shield under ve , 1 corners of cut edges / _ I 1 x Y = b to Closed cell spray foam r 2 m 1 erStrand LSL y + 1 I� xl4 1.5E Tlmb p _ ;Y 1 or fists ® fib o.c. ` I 2 thick stone veneer to be s _ tapered (� /ft.) floor�o a o 1 p - 1 wrapped around new sunroom. d L i a foam insulation p 6 fl- 1 closed cell spray y p _i _ TW2446 p Match existin style 8 color sa)i'atOgd Engineering Design, PC E it - i 1 r=6.5/Inch achleve r-4cl) 9 y _ ( Residential/Commercial Design Plans ° 1 f Bench O �, 1 _ 1 - 1 Douglas W. Adams Vr 2xb t sill late w/sill seal Professions!Engineer&Designer 1 _i , n 2-O J p p i - cev isls>683-6M t- 4" thick concrete floor slab i•1P steel anchor bolt a b' o.c. N i Poly mil of vapor barrier I' for each corner, 10" long N b - .. 74 Rolling Hills Drive 1 New Yak 12831 email:saes ae des' ca .rr.com 0o i 1 To of Concrete Floor Slab cansevoort r a o match existing: EL.=-9'-10 To f Concrete Floor Slab 1 N x z• x•t-:-=:-:X: o - =_ _ .--�- 9 ':, PETER SHEEHAN (meat h existing: EL. q I N ` 1 - ; LAKE BGEORGE NEW YORK Existingfoundation 12845 IllIll - (845)242-1962 2" thk. rigid board .. : •' 1 1 insulation =r-:': - 1 ;. = 1ID E HOME ADDITION 1 6" crushed stone - TrT Compacted clean fill ':`... ; . ..., DRAWN BY. DWA GALE: A5 NOTED DATE: TT O � #4 rebar a 48" O.C. ` DWG. FILE: "5 thk. concrete frost wall � : '' TYPICAL .CROSS-SECTION, . PALL SECTION & WINDOW a -:, • ; .•.-A - SCHEDULE 10II x20-" concrete footing ' -. • • . .. d Ib'-011 s� # bar continuous - ;. ,. •. _• .. a7P==rM SHEET 4 OF 4 WHEN THIS ITEM IS STAMPED BY f"M' A LICENSED PROFESSIONAL ENGINEER IT IS A VIOLATION OF OF TF THE NEW YORK STATE EDUCATION LAW TITLN VIII ARTICLE 145 y A I SECTION 7P09 FOR ANY PERSON UNLESS HE IS UNDER THECo "C DIRECTION OF A LICENSED ' v CTOSS - ENGINEER TO ALTER AN ITEM LM ANY TYPICALSECTION WALL SECTION 1 Fri I IF WAY. IF/N ITEM BEARING THE SEAL Is SCALE. 4 =1'--O` ALTERING ENGINEER SHALL compLr r 1OF AN ENGINEER IS ALITRED, THE SCALE: 3/8°aIr-0° i WITH NEW PORK STATE EDUCATION LAWS. 073031' V V NOF S10NP�" ES _�