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AST-0291-2022(2)`low a of, + wcipshury. Community rk els pawnt Office `T,42 l3 • R.*ad ue t�l wy, NY 128a T % 0r (�"t t l tctio ltr'd lt.KS().L.t 11Q \ Grant Site Plant �'Vprov.41 S1TTN. PT ANI 1 ",-202' C K T' FN 1"I;.,R FRISFN 1'ax Map IL): 302,7.1•l1d1,1'ro"rty ,,-Wdre€s. 11 Lafayk'tte Street.' Goring: C'1 lute appli"A has submitted an application to the 1'latLalking .Board .'tppli%=t propose:, additions to the cxisting Baker Tumral Ilium::- wad 11,0013 till. 11. %Vitl1 Jn UPSWirS atli0 &=ss, vast 756 Sq. ft.. Tltz priajoci includes cwtotiug existing pole bvn with nesv m erbead doors at the front and a 436 sq, ft, addition for cnclo,wrr. Minimal mite work for st.inrk%vatcr and+titc 1preparatirm fnr con truction. Tltc main buildinv� can :ci€w is 4,630 t q: ft. and the pole barn is 2,627 sq: ft.. 1'unuant to chaptty 179-3-04 . 1 r'°�-!`-fl�t�, site pLin for coltstrnaAion tirf additions and cnelosurc-.o c?F lb:: pals hunr slutil be subjzvt to Planning "- rd review u"ui apprurvatl. 11tinuant to rclevatit sections of the '10NIM of Qtccntbvey zt.ving code -Chapter 1the 1'lannertg ' [,,ntng „ Board has tlgt�'rtn uted that. this proposal satisflti� the requirwtnentz� a3 stat�:d in flue � As r-cpirzd his; O n.lral N-funivipal Taus Scution 279-m tbz -iio plxn applic-dion wa.,: rallerrad to Itio VTari•;;n Cu unty Planning Deriarunent f'cyr Its reix! umendalion, 'llie i'lan nitig Board opened a public heauing ".m the Site ptaut application mi, 31,21'X22 and -jutinued the public hearing to 3,22%2022. %Then itwac. ctos;erl, The Planning Romf haA rzvieai< d the: applicatLion nialcrial.q milimittsrl by, Lhc appliomil grid all tt►nnnutLw t mde at late puttlic heming and sultrruttOd in ♦urit.ing thmug-tr mid itiviullnig 3,22±211227 12te Maiming Board determine& that the application complies with the review considerations mid standard€ wt:forth in ;Article 1) of the Zoning Ordinance for Sitc Plan apprea-al. MOTION '11) tii*1'11OV 811% PI -IN" 13 24,22 [::ET lati'_l'>H:1#F'.l;wl.SKS-, Inumdu"A by Nii:chacl l)i>ion. %,Ao moved for ils ..1dilptioil. Act*rding, tv the: draft resolution Trrepared by Staff ivith the follovy'irtg: 1;t I.V'alivers m the buff-er is tdesenibed as part of" the conc#ition to other ti•aiven Wets rsq—,qWd; 2) '1ho approval is valid for One (1) year front the darte of Approval 4pli lat if, re€Pon€ ble for rerlale€ting An rKU-n4iOn of approval h, fore thQ one (1) va,r Lime: franc ,hai, O'viwd if you h vc null: rut applicd fora building permit or c". inaielx-ed sigxnitieant site work Phone-1 5-.8<2 .£122o i F 5a8.745 43T 1742 Bay Road, Outoensbiary, W 12804 I w wwr.quo- tsburlt.riet 4, QP� 0' -0 0 i / 0 NOW OR FORMERLY LANDS OF GLENS FALLS NATIONAL BANK & TRUST COMPANY LIBER 354 PAGE 173 S! LIBER 359, PAGE 141 TAX MAP: 302.07-1-21 3) rt dhert e.c le the iteniN oullined in the 1411uiv-up letter sent A-6tt" dais resoltatitttt. a) 'Tlie lixa[its of Clewing will constitute a no -cut butter gone, orange conbIntztion #ernritg Shall he ins Lolled wound flicNe area m and field verified by Community l]ewe] (rpnlcnt vtailT; h) lf;tlaptirabtc. the Smnitmy S;:w'r Connection plan must be sa 1xni*'d to t1w `Vvast—Water ,�C3J T)ipt rtcnt for ilea rcvicw,;;ptroVAI,P-1`1niLbIl�atldin8pee'tinn p 0 ;) If curb eras are, being added or chmgzM it drir. ay pernift i€ mqui"k . A building fxrmit will not be itasued until the approved ihia,vwav permit has been Tnvvided Lo Lhe Planning Ofliav; / d) if application was reti reed to engineering then Engineering sign-otl` re4uired Prior tip sigolAtare of / Zoning Administrator of the tipproved plans; / a) Final appmn-ed plans should htirve ditxteiisim vxcl settaa& noted on the site ptariisarxve., flc*ar plaits ansl cl "d.inn for the existing rnri"rts aneiprnlx7 c i rciomt€ in the iuillldirag wict 57#C trrtprCYS•n lYkCrttx t) 1f re(lttirecl; the applicant must submit a copy of ibe folic),wine lio the'1'oN%n: tt. The: Proj�_VL NOT ICN06Cc 0171111-ztltS leer cNtvcragiL undor the cum-nt "NN &r) :C SPF)TN ' ficncral Permit 1i,oin C0US1rn£ tiolt _L.:ti'vity" priurto [lie atait of any site loom h Tho prati.x:L `' OT (Notice orTernamationt up+m compIcLion o(iIl_ *rrttj` cL: . C. `111?,, applicant joust iwintain out their proton site, for tvwncm by -tall': i. Th, apptov,-A l"tnal plans that have bcan stamped by the Town Loniug A tnt nistratx These plans inust include the piviect S INTPP (Storrit >E aLer Pollutiort Pre' ention Phil) il'1fCii 51.1%11 at ITlatt tt`as lx:-1►aPott suui ai�srovccl; ii, °ihe TrrarjeL.[ NtJI �tid pnnrt ul' cuvera„t tnitler'the c*lit NY"ST51" SP17i S Ccerteti l ctrtait, or anindividual 5POES pcmlit issued for th prajzct if rcgtiirod. g) Final approved planes, in aomphamv with the Site Plzen, must be submitted to the +Cutntatinity DzMopniient 13epannientMore any ftrttlter revigw by the Zoning 'Ldnninist ator or Builduag mid Codes Tenionitcl- of Building 11:sm't h} The: applicant rxittct irica with Rtaff dfl.:,-r aPPnrn=ttl and prior lea is:tirriitcc l3 t d rah* t and€or the begimiing, of atty site ice "x i) Subscquent iesmauicc of fi ith.r permits; inchiding building perm is is Aclw:ri&-tit on cmlplianc..3ikfi thu and all other conditions ofthis reaohmon; j) r1s-t uilt plans to of tify that thk, site plant is diov-11opcd according to the approved plant,, to b = pro,.idcd purrLo iNSitarWe V1 the axriitic:srte oroc%aepscncy. k) '11tig r>rsttlutaott is to ham, placed in. its Cttticay on the finalfinalp.latt& i) ApplicaM tut plaint a fewer ftxlt width buffer of 12 evergreens along the mouthemt property line. m) 19 add NE ebera;tlnn plans to the: ftal plans. Nit4imi sr.-txusled by Brad Nlagoii=. Duly aalupted this 22 "` (laiy.' r.+fNf amb 2022 bY !lie 1bllowitg Vote: AYES: Mn '1)bcoti, ldlr. l,ongackc:r, Mr. Molloy. Ic Maagouan. Mr. LaSar€o. lsir, Decti. Mr.. '1'rav r NOES: `ONE GABSENT, _lit. Valentine X P .: ta��fa5tl.rr ,r8`t Phone-Phone-Ss8,2£rx_R 220 I Fax- 5�.8.?45-�+43�` I T4?' Road, Cttiasrrslaiaryt NY 1.28041 &err� l► A0 QP QP� a - NEW PLANTER — n BED WITH MULCH EAVE TRENCH SEE DETAIL ON DRAWING C-2 A "NO ENTRY". SIGNAGE NEW PLANTER — BED WITH MULCH HEADUTY CAST IRON FRAME AND GRATE GENERAL NOTES CAMPBALL FOUNDRY #1186D OR EQUAL WRAP GRATE WITH FILTER FABRIC INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM A SURVEY DRAWING PREPARED BY DLP SURVEYING, LLC UNTIL GRADING AND PAVING IS COMPLETE LEGEND _—SLOPE FINISHED GRADE — — — — — — — — PROPERTY LINE RISER AS REQUIRED ---------------------- PROPERTY LINE SETBACKS O� 000 o 00 ---------- 330---------- EXISTING CONTOURS O OD \ OC.9 (F0 O PRECAST CONCRETE \ o / / 330 NEW CONTOURS 00 DRYWELL $O 0 oO �Q O O E E 8 ft DIA / E E — UNDERGROUND ELECTRIC SERVICE � S C, 0 O O / 1 0 O/ S S- s s- S S- S S SANITARY SEWER _ \�0 o o 1 �. w. \ CRUSHED ST GEOTEXTILE FABRIC — IN w — W — W WATER SERVICE \ 2--3 SIZE mil. � O ALL AROUND STONE ENVELOPE � 00/ E P � EDGE OF PAVEMENT C.41 SEE PLAN FOR ELEV i / \00 I � a �O i AP C9 0P C11 00 0/ oo / O PRECAST FOOTING (DRYWELLS UNDER RING —GAS- W— GAS— GAS- PAVEMENT ONLY) UNDERGROUND GAS SERVICE o O (-� , Qj O o / SITE DATA. TA - oo - - � MAXIMUM HIGH GROUND WATER BELOW BOTTOM OF STONE 12" PROPERTY ZONING CLASSIFICATION: CI 10'-0" min. MINIMUM LOT SIZE: 1 ACRE MINIMUM LOT WIDTH: 150 FEET TAX MAP NUMBER: 302.07-1-18 TYPICAL DRYWELL DETAIL SETBACKS REQUIRED EXISTING PROPOSED NOT TO SCALE FRONT 75'-0" 196'-11" 220'-11" SHORELINE 75'-0" NA NA MINIMUM SIDE 20'-0" 69'-7" 52'-0" TOTAL SIDE 50'-0" 178'-8" 156'-1" REAR 25'-0" 50'-4" 45'-10" MAXIMUM BUILDING HEIGHT 40'-0" 21'-2" 19'-9" MINIMUM PERCENT PREMEABLE 30% 31.78% 30.05% ACTUAL LOT SIZE: 1.78 ACRES ACTUAL FRONTAGE: 198.61 FEET RELOCATED EXISTING GAZEBO AS NECESSARY EXISTING SITE COVERAGE CONDITIONS COMPONENT AREA PERCENTAGE TOTAL SITE 77,336 SF 100.0% BUILDINGS 7,864 SF 10.17% PAVING & WALKS 44,894 SF 58.05% GREEN SPACE 24,578 SF 31.78% \ PROPOSED SITE COVERAGE CONDITIONS / COMPONENT AREA PERCENTAGE \ TOTAL SITE 77,336 SF 100.0% \ BUILDINGS 10,064 SF 13.01% \` "EXIT ONLY" PAVING & WALKS 44036 SF 56.94% \ SIGNAGE GREEN SPACE 23:23 , �Q'(� 30.05% NOW OR FORMERLY `> ` Vi LANDS OF ,' ` ♦ QUEENSBURY CENTRAL VOLUNTEER 0 o ` O`f) FlRE Co., INC., w1 � 7 G z E 03 co =Q- ai /n D ±� 3 0 cn-m3oCO n f° 0-0-0 ff 0 Z figg ZO �cn D_ G)-rt as =m ©0 av mL are 0- 5 x z `J M C_- t - c> Z;0 o -1 G Otn� a C= C> 03"W(D v LIBER 701, PAGE 347 �� t �`~ 1�►n1 n.� tt-rRt�+t�I,JRY TAX MAP 302.07-i-16 °� e '� " .s> � !IRE M k H " CyrFICE REVIEWED BY0-4 VA a s LOCATION OF SILT FENCE E '.A I- 9�� ; TO BE INSTALLED PRIOR COMMENTS- 6 t ` TO EXCAVATION FOR NEW ^o^ Ir^"r t �\ BUILDING ADDITION n � t o � 0 0 d ®N r \ ` �0 \ O 0 A elt o Q 0 N \ INSTALL (12) PICEA GLAUCA (WHITE SPRUCE) Z4-5 FOOT IN HEIGHT BALLED AND BURLAPED SPACED 6-8 FEET HORIZONTALLY AND STAGGERED ALONG REAR PROPERTY LINE TO FORM BUFFER SCREEN BETWEEN PROPERTIES SPRINKLER _R SIERWCE 4 AcS• gyp`' � + ELECTRIC �Qa �� \�Oi t�`��� '11� t ME ',� %) �y�,' STORMWATER CALCULATIONS (FOR NEW IMPERVIOUS AREA) \o�\ UN 1S �0 NOW ORFORMERLY STORMWATER CALCULATIONS ARE PROVIDED FOR NEW IMPERVIOUS AREAS `. ` 6 CURRENTLY UNSERVED BY STORM WATER MANAGEMENT DEVICES; ALL UTILITIES �16 NEW PLANTER I MARK K. SCHNEIDER do `.� SHOWN IN .�\ ,O�yP�� \ RELOCATED BED WITH MULCH / LIBER 1419�AGEE269 WESTERN ADDITION TO EXISTING BUILDING = 1008 GSF 5 LOCATIONS \ TAX MAP 302.07-1-26 EASTERN ADDITION TO EXISTING BUILDING = 756 GSF QOY� �`� \ J�/' �` TOTAL NEW IMPERVIOUS AREA = 1,764 GSF CALCULATED AT 1.5 GAL\SF FOR STORM WATER = 2,646 GAL OF STORM WATER CAPACITY TO BE PROVIDED. STORM WATER CAPACITY PROVIDED BY THE 3 NEW DRYWELLS EQUALS 13,523 GAL � PLUS THE VOLUME OF THE STONE SURROUNDING THE DRYWELL EQUALS 10,226 GALLONS OF CAPACITY WHICH YIELDS A TOTAL VOLUME OF 23,749 GALLONS WHICH 1S ADEQUATE FOR ALL OF THE EXISTING IMPERVIOUS SURFACES BASED ON THE INFILTRATION RATE OF THE EXISTING SITE. NOW OR FORMERLY �\ ,% u o 1 ` THE EXISTING SOILS ARE DEEP SANDS WHICH SHOW FROM OBSERVATIONS DURING �� \ LANDS OF \ \ CURRENT STORM EVENTS APPEAR TO BE WELL DRAINED, NO EXISTING PONDING \�' ` OCCURS ON THE PROPERTY DURING STORM EVENTS CURRENTLY. CKT ENTERPRISES, LLC. \ EXISTING ROOF AND PARKING AREAS ARE HANDLED BY THE EXISTING DRYWELL LIBER 5540, PAGE 195 SYSTEM ON THE PROPERTY AND THIS SYSTEM APPEARS TO BE FUNCTIONING TAX MAP: 302.07-1-25 `\ ADEQUATELY DURING CURRENT STORM EVENTS. ADDITIONALLY THERE WiLL BE LANDSCAPE STONE EAVE TRENCHES INSTALLED ^° ALONG THE FRONT DRIP LINE OF THE NEW ADDITION WHICH WILL PROVIDE o �\ ADDITIONAL STORAGE CAPACITY FOR THE NEW ROOF SURFACES. THE NEW �41� SITE '-PLAN WEST SIDE THE NEW EASTDITION IS ADDITION EING S BEING INSTALLED STALL D OVER D OVER EXISTING EXISTING PAVED AND LANDSCAPED � AREA - NEW LANDSCAPED AREA TO BE PROVIDED SIMILAR TO EXISTING. PROJECT LOCATION MAP NO SCALE 20 10 0 10 20 40 GRAPHIC SCALE 1" = 20'-0" O c W c ZO 00 90 m y pz 4 v CO � ; < ff THE SEAL BELOW IS AN ORIGINAL SEAL AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS No.1 DESCRIPTION I DATE REVISIONS r` Q 3 Inter Z a U - 0- W it W O W CL W z 2 0 z U < _j jr Q o o 0 3 J 0 z Y E o �Ldo V 0 00 0o� N 0Wcif 0 N N 0 oo>1 0 JQW CO t yZ r`r > zz 0" z > M Q o 0000L Q0 �a UXty v role_) a°i NFw I- Q Q D� 0 0 C w o XW -5 >tL.W F TO BE AS SHOWN & ND IN ACCORDANCE ANUFACTURER'S NDATIONS, TRADE TION PUBLISHED ENDATIONS AND Y ACCEPTED LOCAL CTION INDUSTRY S. 0 � O c) . rl �4 d' 00 t V1 t0i 0 a � � V W 03 CAD FILE NAME ACADWM FH\1l LAFAIiET"K DIP 2022\C-1 SCALE AS NOTED DRAWN BY DRAWING TITLE SITE PLAN DRAWING No. C-1 0 M U0 CAD Ir 0M�o c � Ulf O w 0) O P N -►+ N ADDITIONAL EROSION CONTROL AND GRADING NOTES: 1. MINIMAL EROSION CONTROL DEVICES ARE ILLUSTRATED ON SITE PLAN IN A SCHEMATIC MANNER BASED ON NY STATE GUIDELINES FOR EROSION AND SEDIMENT CONTROL. IT ELL BE NECESSARY TO ADJUST THE ACTUAL LOCATION AND QUANTITY OF EROSION CONTROL DEVICES DEPENDING UPON FIELD CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING THESE MEASURES AS REQUIRED TO PROTECT THE SITE. 2. SLOPES SHALL TYPICALLY BE GRADED AT A MAXIMUM OF 3:1 (3 HORIZ. 1 VERT.) WITHIN ALL CUT OR FILL AREAS, UNLESS OTHERWISE DESIGNATED ON PLANS. 3. SEED SHALL BE A COMMERCIALLY AVAILABLE MIXTURE OF PERENNIAL RYE AND UTILITY GRADE FESCUE. PERCENTAGE OF PERENNIAL RYE SHALL NOT EXCEED 50%. 4. SEEDED AREAS SHALL BE FULLY COVERED WITH A LEAN STRAW OR MULCH MATERIAL. IF ORDERED BY THE ENGINEER OR MUNICIPALITY, A BIODEGRADABLE NETTING (E.G., EXCELSIOR BLANKET, COIR GEOTEXTILE) SHALL BE ANCHORED OVER SEEDED AREAS WHICH DEMONSTRATE "RILLING" OR OTHER EROSION PROCESSES. 5. TOPSOIL AND SEED SHALL BE REAPPLIED TO ANY AREAS WHICH FAIL TO ESTABLISH AS A RESULT OF INITIAL APPLICATION. 6. SILT FENCE BARRIERS SHALL BE PLACED WITHIN ALL AREAS OF EXPOSED SLOPES TO CONTROL SOIL EROSION DURING AND AFTER CONSTRUCTION. 7. KEEP ALL CONSTRUCTION EQUIPMENT, TOPSOIL STOCKPILES AND ANY TEMPORARY/PERMANENT GRAVEL AREAS OFF FUTURE SEPTIC AREAS. SEQUENCE OF CONSTRUCTION ACTIVITIES: 1. INSTALL PERIMETER SILT FENCES IN THE LOCATIONS SHOWN AND OTHER LOCATIONS AS NECESSARY TO STABILIZE THE SITE. 2. BEGIN CLEARING AND GRUBBING OPERATIONS. CLEARING AND GRUBBING SHALL BE DONE ONLY IN AREAS WHERE EARTHWORK WILL BE PERFORMED AND ONLY IN AREAS WHERE BUILDING IS PLANNED TO COMMENCE WITHIN 14 DAYS AFTER CLEARING AND GRUBBING. 3. FREQUENT WATERING OF THE EXCAVATION AND FILL AREAS SHALL BE DONE TO MINIMIZE WIND EROSION. 4. COMMENCE SITE GRADING AND CONSTRUCTION. 5. DISTURBED AREAS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS CEASED FOR MORE THAN 14 DAYS SHALL BE TEMPORARILY SEEDED AND WATERED. 6. CARRY OUT FINAL GRADING AND SEEDING AND PLANTING 7. REMOVE SILT FENCING / STRAW BARRIERS ONLY AFTER ALL EXPOSED SURFACES ARE STABILIZED. EROSION AND SEDIMENT CONTROL AND STABILIZATION MEASURES, MAINTENANCE AND INSPECTION PRACTICES: 1. THE FOLLOWING IS A LIST OF EROSION AND SEDIMENT CONTROLS TO BE USED ON THIS SITE DURING CONSTRUCTION: A) STABILIZATION PRACTICES FOR THIS SITE INCLUDE: • LAND CLEARING ACTIVITIES SHALL BE DONE ONLY IN AREAS WHERE EARTHWORK WILL BE PERFORMED AND SHALL PROGRESS AS EARTHWORK IS NEEDED • FREQUENT WATERING OF EXCAVATION AND FILL AREAS TO MINIMIZE WIND EROSION DURING CONSTRUCTION. • USE OF STABILIZATION FABRIC FOR ALL SLOPES HAVING A SLOPE OF 1V:2H OR GREATER AND FILL SLOPES 1V:3H OR GREATER. • PERMANENT SEEDING AND PLANTING OF ALL UNPAVED AREAS USING THE HYDROMULCHING GRASS SEEDING TECHNIQUE. B) STRUCTURAL PRACTICES FOR THIS SITE INCLUDE: • PERIMETER PROTECTION USING SILT FENCES 2. THE FOLLOWING INSPECTION AND MAINTENANCE PRACTICES WILL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS AND STABILIZATION MEASURES: A) ALL CONTROL MEASURES WILL BE INSPECTED AT LEAST WEEKLY. B) ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF REPAIRS ARE FOUND TO BE NECESSARY, THEY WILL BE INITIATED WITHIN 24 HOURS OF REPORT. C) BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCES / STRAW BARRIERS WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE FENCE. D) SILT FENCES / STRAW BARRIERS WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, ETC., TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE SECURELY IN THE GROUND. E) TEMPORARY AND PERMANENT SEEDING AND ALL OTHER STABILIZATION MEASURES WILL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. F) DISTURBED AREAS AND MATERIALS STORAGE AREAS WILL BE INSPECTED FOR EVIDENCE OF OR POTENTIAL FOR POLLUTANTS ENTERING STORMWATER SYSTEMS. K) REPORT TO THE NYS DEPARTMENT OF ENVIRONMENTAL CONSERVATION WITHIN 24 HOURS ANY NONCOMPLIANCE WITH THE SWPPP THAT WILL ENDANGER PUBLIC HEALTH OR THE ENVIRONMENT. FOLLOW UP WITH A WRITTEN REPORT WITHIN 5 DAYS OF THE NONCOMPLIANCE EVENT. 18" 10' MIN. iv N1 BLACK LETTERS ON WHITE BACKGROUND O ° ANCHOR BALES WITH o z GALVANIZED "U" (2) 2"x2"x4' STAKES 0° N CHANNEL POST ° 10 MIL ° PER BALE o POLYETHYLENE ° O ° SHEETING FINISH GRADE BALES TO BUTT z 63 AGGREGATE SIGN SHALL BE PLACED a m IN A PROMINENT LOCATION of AT WASHOUT AREA PLAN WASHOUT SIGN 30"f BINDING WIRE 18"f 6" MIN. EMBEDMENT STRAW BALE (TYP.) Q (TYPICAL) 10 MIL. iv POLYETHYLENE EXISTING GRADE E d..•..d.ALA SHEETING :.;ib •.: 6" MIN. DEPTH -� AGGREGATE WOOD STAKE (TYP.) _ ALL AROUND z SEASONAL HIGH GROUNDWATER N TABLE TYPICAL SECTION 1. CONTAINMENT MUST BE STRUCTURALLY SOUND AND LEAK FREE AND CONTAIN ALL LIQUID WASTES. 2. CONTAINMENT DEVICES MUST BE OF SUFFICIENT QUANTITY OR VOLUME TO COMPLETELY CONTAIN THE LIQUID WASTES GENERATED. 3. WASHOUT MUST BE CLEANED OR NEW FACILITIES CONSTRUCTED AND READY TO USE ONCE WASHOUT IS 75% FULL. 4. WASHOUT AREA(S) SHALL BE INSTALLED IN A LOCATION EASILY ACCESSIBLE BY CONCRETE TRUCKS. 5. ONE OR MORE AREAS MAY BE INSTALLED ON THE CONSTRUCTION SITE AND MAY BE RELOCATED AS CONSTRUCTION PROGRESSES. 6. AT LEAST WEEKLY, REMOVE ACCUMULATION OF SAND AND AGGREGATE AND DISPOSE OF PROPERLY. CONCRETE WASHOUT DETAIL, NOT TO SCALE WASHED AGGREGATE NYSDOT #3 STONE FOUNDATION WALL WASHED COBBLE STONE 2"-4" AVERAGE SIEVE TOP DRESSING FILTER FABRIC 0 I ih IL 4'-0" SAND LAYER TO SERVE AS PRE-TREATMENT WITHIN THE PRACTICE IN ACCORDANCE WITH NYS SMDM SECTION 6.3.3 EAVE TRENCH DETAIL NO SCALE SILT FENCE GENERAL NOTES: 1. SILT FENCE SHALL BE PLACED A MINIMUM OF 5 FT. FROM TOE OF SLOPE, 10 FT. PREFERRED, TO PROVIDE ADEQUATE AREA FOR SEDIMENT STORAGE AND FACILITATE MAINTENANCE OF SEDIMENT CONTAINMENT AREA. 2. POSTS MAY BE 1.255rl.25" (MINIMUM) HARDWOOD, TYPICALLY. FOR WIRE MESH BACK USE 2"x2" NOM. HARDWOOD, OR STEEL "T" OR U" POSTS (11b per If). SILT FENCE SHALL BE WOVEN GEOTEXTILE FABRIC(GEOTEX 2130 OR EQUAL). J. SILT FENCE ASSEMBLIES MAY HAVE 4 FT. OR 6 FT. POST SPACING, AND MAY OR MAY NOT HAVE MESH REINFORCEMENT. SENSITIVE AREAS TO BE PROTECTED MAY NEED TO BE REINFORCED BY USING HEAVY WIRE FENCING FOR ADDED SUPPORT TO PREVENT COLLAPSE. 4. THE BOTTOM EDGE OF SILT FENCE SHALL BE BURIED A MINIMUM OF 6" BELOW GROUND. THE FENCE SHALL BE INSTALLED WITH THE POSTS ON THE DOWNSTREAM SIDE OF THE FABRIC. 5. MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO A SILT FENCE PLACED ON A SLOPE ARE.- SLOPE MAXIMUM STEEPNESS LENGTH (ft. ) 2: 1 25 3.1 50 4: 1 75 5:1 OR FLATTER 100 6. MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO A SILT FENCE SHALL NOT EXCEED %4 ACRE PER 100 FEET OF FENCE, WITH MAXIMUM PONDING DEPTH OF 1.5 FEET BEHIND THE FENCE, • AND EROSION WOULD OCCUR IN THE FORM OF SHEET EROSION; AND THERE IS NO CONCENTRATION OF WATER FLOWING TO THE BARRIER. 7. MEASURES SHALL BE INSPECTED EVERY SEVEN (7) CALENDAR DAYS, AFTER EACH RAINFALL OF .5" OR MORE WITHIN A 12 HOUR PERIOD, OR DAILY DURING PROLONGED RAINFALL. MEASURES SHALL BE CLEANED AND REPAIRED AS REQUIRED. 8. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE-THIRD OF THE MEASURE HEIGHT. SEDIMENT SHALL BE DISPOSED OF AS UNSUITABLE MATERIAL. SILT FENCE 5' MIN (10' PREFERRED)-----] h I � o O o o rn \-HARDWOOD POST o UNDISTURBED h SEDIMENT GROUND SLOPE o ONTAINMENT -� AREA to i SILT FENCE INSTALLATION NOTES: 1. GEOTEXTILE FABRIC AND WOVEN WIREMESH TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACES EVERY 24" AT TOP AND MID SECTION. J. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES, FOLDED AND STAPLED. 4. MAINTENANCE SHALL BE PERFFORMED AS NEEDED AND MATERIAL REMOVED WHEN BULGES" DEVELOP IN THE SILT FENCE. PLAN _ 1.25" x 1.25" (2" x 2" NOM. FOR WIRE MESH BACK)* HARDWOOD POST *OR STEEL "T" OR "U" SECTION POSTS (1 lb/If MIN.) - WOVEN GEOTEXTILE FABRIC GEOTEX 2130 (OR EQUAL) - SILT FENCE ASSEMBLY (SEE INSTALLATION NOTES) SEDIMENT CONTAINMENT AREA 5' MIN (10' PREFERRED) TOE OF z SLOPE t z V N N UNDISTURBED x 14)N11 GROUND ow WOVEN WIRE MESH RENFORCEMENT (IF NECESSARY) MIN. 14 RETAIN EXISTING GAUGE WITH MAX. 6" VEGETATION, IF OPENING POSSIBLE EXCAVATE TRENCH, BURY SILT FENCE FABRIC AND BACKFILL/COMPACT EXCAVATED EARTH SECTION AeeaRVED PAFIM ACCESS RAMP 12:1 max. SLOPE CENTER ON PASSAGEWAY ' \ 12" x 1 M.U.T.C.D. P4-6 MOUNT 6' HIGH TO TOP 6" WIDE DIAG. STRIPING ® 18" 4" CURB and 30° TO CURB (typ). ck ck INTERNATIONAL SYMBOL OF ACCESSIBILITY at EACH SPACE (typ) 6" WIDE PAINT STRIPING (typ) EQUAL EQUAL L EQUAL 24'-0" E HANDICAPPED ACCESSIBLE PARKING SPACES NOT TO SCALE THE SEAL BELOW IS AN ORIGINAL -SEAL AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS No.1 DESCRIPTION I DATE REVISIONS r` o Of 04 a @ 3 N N 0 z z U =0 Ill a voiow 2 U O Z �_'V) 0 , O O 3 O O F N U Of O oa 2 U :3 O 00 00't LL- (6r-a O w c z=O N NN a O0� O F- Y (D� 3} �: 66 JQw 0z� t a) r� 0 5=¢ Z UZ > y OOODs a 0 � a (� -o XLp Ll7 ui N U r- ¢ a C O -0 .0 X F XLd >L°°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 PRACTICES. 0 V 0 r_- • rl o 00 Cd a 0 Q� r �►�l V CAD FILE NAME ACAD\BASER FH\ll LAFAM"K EV 2022\C-1 SCALE AS NOTED DRAWN BY DRAWING TITLE EROSION & SEDIMENT CONTROL NOTES & DETAILS DRAWING No. C-2 r-- � I � � I o I I z � I W I DEMOLITION NOTES Q U I a I O I I I --------------- INDICATES EXISTING CONSTRUCTION to TO BE REMOVED -CONTRACTOR SHALL PROVIDE SUPPORT OF ALL STRUCTURAL COMPONENTS PRIOR TO DEMOLITION I 1� REMOVE DESIGNATED SECTION OF PARTITION OR I EXTERIOR WALL FOR NEW DOOR INSTALLATION. DEMO FOR NEW DOOR WILL BE IN ACCORDANCE TO I NEW DOOR ROUGH OPENING DIMENSIONS. PROVIDE HEADER AS INDICATED ON PLANS. �2 REMOVE EXISTING WINDOW AND FRAME IN ITS ENTIRETY. INFILL OPENING IF REQUIRED. SAVE WINDOW UPON OWNERS REQUEST. SAVE WINDOW UPON OWNERS REQUEST. 03 REMOVE EXISTING PLUMBING FIXTURE (BY PLUMBING CONTRACTOR) ® REMOVE EXISTING EXTERIOR WALL IN ITS ENTIERTY FOR NEW EXPANSION OF STRUCTURE. SUPPORT REMAINING FRAMING AS REQUIRED. �5 REMOVE ENTIRE OR PORTION OF EXISTING PARTITION WALL. PATCH ADJACENT SURFACES AS REQUIRED TO RECEIVE NEW FINISHES. ® REMOVE EXISTING DOOR AND FRAME IN ITS ENTIRETY. SAVE DOOR UPON OWNERS REQUEST GENERAL DEMOLITION NOTES 1. REMOVE ALL EXISTING FINISHES THAT CONFLICT WITH FINISHES INDICATED ON THE FINISH PLANS. PREPARE SURFACES AS REQUIRED FOR NEW MATERIALS. 2. REMOVE EXISTING WALLS, PARTITIONS, DOORS, FRAMES, MILLWORK, FIXTURES, ETC. SHOWN ON THE PLAN WITH DASHED LINES. TURN ALL SALVAGEABLE ITEMS OVER TO THE OWNER. SAVE AND STORE ITEMS INDICATED ON DRAWINGS FOR LATER INSTALLATION IN NEW CONSTRUCTION. 3. REMOVE ALL OR ANY GENERAL, MECHANICAL, AND ELECTRICAL MATERIALS NOT NECESSARILY SHOWN, BUT REQUIRED TO BE REMOVED TO COMPLETE WORK. TURN ALL SALVAGEABLE ITEMS OVER TO THE OWNER. 4. REMOVE ALL OR ANY GENERAL ELECTRICAL AND MECHANICAL OUTLETS AS REQUIRED. PATCH EXISTING WALL AS REQUIRED TO RECEIVE NEW FINISHES IF REQUIRED. 6. CONTRACTOR IS RESPONSIBLE TO VERIFY WITH THE BUILDING OWNER FOR ALL REMOVED DOORS WHETHER THEY SHOULD BE DEMO AND DISPOSED OF OR DEMO AND STORED WITH BUILDING OWNER. ENERGY CODE COMPLIANCE NOTES 1. C-RATED RECESSED LIGHTING FIXTURES SEALED AT HOUSING\INTERIOR FINISH AND LABELED TO INDICATE < 2.0 CFM LEAKAGE AT 75PA MUST BE USED. 2. AUTOMATIC OR GRAVITY DAMPERS SHALL BE INSTALLED ON ALL OUTDOOR AIR INTAKES AND EXHAUSTS. 3. BLOWER DOOR TEST IS REQUIRED IN ACCORDANCE WITH NEW YORK STATE ENERGY CODE. CONTRACT BETWEEN THE BUILDER AND TESTING AGENCY SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF THE BUILDING PERMIT. 4. ALL WOOD BURNING FIREPLACES SHALL HAVE GASKETED DOORS AND OUTDOOR COMBUSTION AIR. 5. THESE PLANS HAVE BEEN DESIGNED TO PROVIDE COMPLIANCE WITH THE REQUIREMENTS OF THE CURRENT EDITION OF THE NEW YORK ENERGY CONSERVATION CODE. 6. ALL HVAC SUPPLY DUCTWORK TO BE LOCATED COMPLETELY INSIDE THE BUILDING ENVELOPE. 7. ALL HVAC DUCTS, AIR HANDLERS, FILTER BOXES AND BUILDING CAVITIES USED AS RETURN DUCTS ARE TO BE SEALED IN ACCORDANCE WITH THE REQUIREMENTS OF THE NEW YORK STATE ENERGY CONSERVATION CODE. 8. UNDUCTED BUILDING CAVITIES SHALL NOT BE USED FOR SUPPLY OF HVAC AIR. 9. PROGRAMMABLE THEROMATS SHALL BE INSTALLED ON ALL FORCED AIR FURNACES. 10. CIRCULATING SERVICE HOT WATER SYSTEMS SHALL HAVE AUTOMATIC OR ACCESSIBLE MANUAL CONTROLS. 11. ALL HEATING/COOLING EQUIPMENT SHALL BE SIZED PER ACCA MANUALS BASED ON LOADS PER ACCA MANUAL J OR OTHER APPROVED METHODS. 12. ATTIC ACCESS PANEL TO HAVE GASKET SEAL AND INSULATION EQUAL TO ROOF INSULATION 13. WINDOWS TO MEET THE MINIMUM REQUIREMENT FOR AIR LEAKAGE WHICH IS < .3 CFM AND G5 FOR DOORS 14. MAKE UP AIR IS REQUIRED FOR A KITCHEN RANGE HOOD THAT IS > 400 CFM. ENVELOPE COMPONENT PROVIDED EXTERIOR WALL R-21 /R-5 ROOF CEILING R-38 FLOOR R-30 FOUNDATION WALL R-15 SLAB EDGE INSUL R-10 GLAZING R-3.0 ENTRANCE DOORS R-3.0 MIN. A COPY OF THE ENERGY DATA INFORMATION SHALL BE PERMANENTLY POSTED ON OR IN THE ELECTRIC DISTRIBUTION PANEL IN ACCORDANCE WITH SECTION 401.3 ON THE NEW YORK STATE ENERGY CODE. r-------------------- I I i I I I I 1 I I I i I I I I i I I I I I I I I I I I I I I I I I I I i I I I I I I I i I ❑ I I ❑ ❑ 11 1 I L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING FLOOR PLAN 1 /4" = 1'-0" I I 1 I I I I --J BOTTOM CHORD BRACING END WALL OR GABLE TRUSS LATERAL WEB BRACING AS SPECIFIED BY TRUSS MFR. TRUSS EXT. H 2x DIAGONAL BRACING, AT EACH LINE OF LATERAL WEB BRACING - AT EACH GABLE END - ALSO AT INTERVALS NOT EXCEEDING TWICE THE HEIGHT OF THE TRUSS. NOT LESS THAN ONE LINE OF DIAGONAL BRACES ON EACH WEB. 2BYI BRACE LATERAL WEB BRACE EACH TRUSS APPROX. 45' A000f)V Ar%* PARTIAL SIDE VIEW BRACING DETAILS ARE GENERIC IN NATURE. IF BRACING DETAILS ARE PROVIDED BY TRUSS MANUFACTURER CONTRACT SHALL FOLLOW TRUSS MANUFACTURER BRACING DETAILS IN LIEU OF THESE GENERIC DETAILS TYPICAL TRUSS BRACING 1 /8„ = 1'-0„ 4 2 0 2 4 8 GRAPHIC SCALE 1 /4„ = 1'-0„ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _-J TTOM RACE THE SEAL BELOW IS AN ORIGINAL SEAL AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS No.1 DESCRIPTION I DATE REVISIONS W N 0 N Q O V W U } z U=z ZLja U - W a W o w CL _ z00 U a=� 0 Q = o Q�z0 O O U ) 0 w �- biro 0 s � 0 O 00 00� 0wa 3 N (0r-ri N N p 0 0 zx0 O~ O a w vJ r L- 0) ram- S O z v+% z > 0 a �_ooL ace a z� � Mtn N U J U: X Li �<< C cs _ 2xo 0 OfW �c �—U' >liw WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. 0 o U • qt 0 00 C 4 • 0 a � 0 4� � ct CAD FILE NAME ACAD\BAKER FH\ll LAFAMIE\KM DIP 2022\A-1 SCALE 1 /4" = 1'-0" DRAWN BY DRAWING 71TLE EXI STI N G BUILDING PLAN DRAWING No. A-1 M U Q O U m Q Q N N O M W N N O N N vrn �s m 0. a 0 U L cn c 0 U 0 g N N 0 N m 0 .N m Q x W c a m Y N N a Jm m . J 'm E 0 L uL a� Y m m a I DEMOLITION NOTES --------------- INDICATES EXISTING CONSTRUCTION TO BE REMOVED —CONTRACTOR SHALL PROVIDE SUPPORT OF ALL STRUCTURAL COMPONENTS PRIOR TO DEMOLITION GENERAL DEMOLITION NOTES 1. REMOVE ALL EXISTING FINISHES THAT CONFLICT WITH FINISHES INDICATED ON THE FINISH PLANS. PREPARE SURFACES AS REQUIRED FOR NEW MATERIALS. 2. REMOVE EXISTING WALLS, PARTITIONS, DOORS, FRAMES, MILLWORK, FIXTURES, ETC. SHOWN ON THE PLAN WITH DASHED LINES. TURN ALL SALVAGEABLE ITEMS OVER TO THE OWNER. SAVE AND STORE ITEMS INDICATED ON DRAWINGS FOR LATER INSTALLATION IN NEW CONSTRUCTION. 3. REMOVE ALL OR ANY GENERAL, MECHANICAL, AND ELECTRICAL MATERIALS NOT NECESSARILY SHOWN, BUT REQUIRED TO BE REMOVED TO COMPLETE WORK. TURN ALL SALVAGEABLE ITEMS OVER TO THE OWNER. 4. REMOVE ALL OR ANY GENERAL ELECTRICAL AND MECHANICAL OUTLETS AS REQUIRED. PATCH EXISTING WALL AS REQUIRED TO RECEIVE NEW FINISHES IF REQUIRED. 6. CONTRACTOR IS RESPONSIBLE TO VERIFY WITH THE BUILDING OWNER FOR ALL REMOVED DOORS WHETHER THEY SHOULD BE DEMO AND DISPOSED OF OR DEMO AND STORED WITH BUILDING OWNER. EXISTING EAST ELEVATION 1 /4" = 1'-0" EXISTING WEST ELEVATION 1 /4" = 1'-0" 10 REMOVE DESIGNATED SECTION OF PARTITION OR EXTERIOR WALL FOR NEW DOOR INSTALLATION. DEMO FOR NEW DOOR WILL BE IN ACCORDANCE TO NEW DOOR ROUGH OPENING DIMENSIONS. PROVIDE HEADER AS INDICATED ON PLANS. 0 REMOVE EXISTING WINDOW AND FRAME IN ITS ENTIRETY. INFILL OPENING IF REQUIRED. SAVE WINDOW UPON OWNERS REQUEST. SAVE WINDOW UPON OWNERS REQUEST. 0 REMOVE EXISTING PLUMBING FIXTURE (BY PLUMBING CONTRACTOR) ® REMOVE EXISTING EXTERIOR WALL IN ITS EN11ERTY FOR NEW EXPANSION OF STRUCTURE. SUPPORT REMAINING FRAMING AS REQUIRED. 05 REMOVE ENTIRE OR PORTION OF EXISTING PARTITION WALL. PATCH ADJACENT SURFACES AS REQUIRED TO RECEIVE NEW FINISHES. ® REMOVE EXISTING DOOR AND FRAME IN ITS ENTIRETY. SAVE DOOR UPON OWNERS REQUEST ow � o Irr-----�11 II i O 1 it IL_____JI MAX. 1 z_ V) a 1/4 DEPTH CL o MAXIMUM o N IL E 2" MIN. a N - r 1/4 DEPTH 1 3 SPAN MIDDLE 1 3 OF 1 3 SPAN MAXIMUM 1 /3 DEPTH HOLES SPAN — NO NOTCHING END NOTCHING MAXIMUM NOTCHING IN GENERAL, NOTCHES & BORED HOLES OF THE DIMENSIONS & LOCATIONS SHOWN ARE PERMITTED. IN NO CASE ARE NOTCHES TO BE PLACED IN BOTH TOP AND BOTTOM EDGES IF THE NEAR SIDES OF SUCH NOTCHES ARE CLOSER THAN 12 INCHES HORIZONTALLY, NOR ARE THE NEAR SIDES OF NOTCHES & BORED HOLES TO BE CLOSER THAN 12 INCHES HORIZONTALLY. TYPICAL JOIST NOTCHING & DRILLING DETAIL NO SCALE SIZE LEGEND & 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 LIVING SPACE SIDE OF WALL. GARAGE CEILING TO HAVE 5/8" FIRE CODE GYP. BD. IN ALL INSTANCES. STUD WALL — 2x6 AT 16" O.C. AT EXTERIOR & BETWEEN GARAGE & LIVING SPACE W/FULL THICK INSULATION. — 2"x4" AT 16" O.C. AT INTERIOR BEARING WALLS. — 2"x4" AT 24" O.C. AT INTERIOR NON —LOAD BEARING WALLS FRAMING IS WWPA SPF#2 EXCEPT AS NOTED. — 750fb — 1,100,000 E INDICATES MEMBER, SIZE & SPACING. SIZE INDICATES BEAM SIZE. ® POST — SIZE AS INDICATED. IF NOT INDICATED POST IS TO BE 2"x4" OR 2"x6" TO MATCH WALL & EQUIVALENT IN NUMBER TO BEAM BEING SUPPORTED. 0 ALL STEEL POSTS WILL HAVE 3-1/2-0 MIN. FRAMING LUMBER SIZES ARE BASED ON WWPA GRADE SPF No. 2 EXCEPT AS NOTED. LUMBER IN CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED. LVL MEMBERS ARE BASED ON BOISE CASCADE VERSA —LAM. TRUSSES TO BE FABRICATED IN ACCORDANCE WITH DESIGNS & DRAWINGS PREPARED BY A LICENSED ENGINEER OR ARCHITECT. GROUND SNOW LOAD 50 psf. DESIGN WIND LOAD 115 MPH (ULTIMATE), 90 MPH 30 SECOND GUSTS. MAIN FLOOR LOAD 40 PSF. (SLEEPING AREAS AND ATTICS 30 PSF) BEARING LENGTHS & FRAMING CONNECTORS TO BE SIZED TO DEVELOP FULL STRENGTH OF MEMBERS. PROVIDE FIRESTOPS ABOVE INTERIOR BEARING WALLS. STAIRS: — ALL RISERS & TREADS TO BE EQUAL — STAIRS WITH MORE THAN 3 RISERS TO HAVE A HANDRAIL (BOTH SIDES IF BOTH ARE OPEN) — MAXIMUM BALUSTER SPACING — SHALL NOT ALLOW THE PASSAGE OF A 4" SPHERE — OPEN PLATFORMS OR PORCHES MORE THAN 30" A.F.F. OR A.F.G. TO HAVE GUARDRAILS. HANDRAIL PROFILE TO HAVE GRIP SURFACE IN CONFORMANCE WITH SECTION 315.2 OF THE NEW YORK STATE RESIDENTIAL BUILDING CODE. MAIN STAIR HANDRAIL TYPE II HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INCHES (160 mm) SHALL PROVIDE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN WITHIN A DISTANCE OF 3/4 INCH (19 mm) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16 INCH (8 mm) WITHIN 7/8 INCH BELOW THE WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8 INCH mm) TO A LEVEL THAT IS NOT LESS THAN 1-3/4 INCHES P10 mm) BELOW THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE 1-1/4 INCHES (32 mm) TO A MAXIMUM OF 2-3/4 INCHES R725 0 mm). EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH mm). ALL HANDRAILS ARE TO RETURN TO A WALL, NEWELL POST OR SAFETY TERMINAL. INTERIOR DOORS — BEDROOMS: SINGLE 2'-8"x6'-8" H.C. OR PANEL PAIR 2'-6"x6'-8" H.C. OR PANEL — FURNACE (WHERE REQ'D. FOR COMBUSTION AIR) 2'-6"x6'-8" LOUVERED DOORS. BI—FOLD WIDTH TO SUIT OPENING x 6'-8" — GARAGE 2'-8"x6'-8" S.C. OR OTHER 3/4 HOUR FIRE RATED DOOR WITH CLOSER, FULLY WEATHERSTRIPPED INCLUDING SADDLE. ALL BRANCH CIRCUITS IN DWELLING UNIT BEDROOMS THAT SUPPLY 125 VOLT, SINGLE PHASE, 15 and 20 AMPERE OUTLETS SHALL BE PROTECTED BY AN ARC —FAULT CIRCUIT INTERRUPTER LISTED TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT. CARBON MONOXIDE DETECTOR (HARD WIRED & INTERCONNECTED © W/BATTERY BACK—UP) — MAX DISTANCE BETWEEN CARBON MONOXIDE DETECTOR AND THE DWELLING UNIT SHALL NOT EXCEED 15'-0" OSD SMOKE DETECTOR (HARD WIRED & INTERCONNECTED W/BATTERY BACK—UP) HEAT DETECTOR (HARD WIRED & INTERCONNECTED O W/BATTERY BACK—UP) USE ENERGY SAVING LIGHT BULBS IN ALL LIGHT FIXTURES IS REQUIRED IN ACCORDANCE WITH THE NEW YORK STATE ENERGY CODE. BLOWER DOOR TEST IS REQUIRED IN ACCORDANCE WITH NEW YORK STATE ENERGY CODE. CONTRACT BETWEEN THE BUILDER AND TESTING AGENCY SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF THE BUILDING PERMIT. 4 2 0 2 4 8 GRAPHIC SCALE 1/4" = 1'-0" THE SEAL BELOW IS AN ORIGINAL SEAL AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS No. 1 DESCRIPTION DATE REVISIONS W N O N Q t U j QH ?=zU W 0 maw o} 2 O Z L) QJV) I..L 0 Q = 0 �- Q � O Ll O 3 J O Z O —Q+ ° w ui i_ macro _ U d .5 O 00 a0-qt � 0wOf: O — N N N o O O U O~ O F of r a w oz>- Ui� J D N Z r �— S� Z Z U > m 0000t Q <0 Z of as 7)u)N �U� x F- < L o C O C �w d U x -� >°�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 PRACTICES. C) ou '� 0 o0 Q; � � r� o > 03 a.) Z W .° 0 �L/ � l V CAD FILE NAME ACAD\B O FH\11 LAFAC E\&K DP 2D22\A-1 SCALE 1/4" DRAWN BY DRAWING TITLE EXISTING ELEVATIONS WITH NOTES DRAWING No. A-2 a) E 0 m a`) LL a`) Y N m FOUNDATION REINFORCING NOTE: SOIL TYPE PER SECTION 405.1 IS GROUP I, CLASSIFICATION SW. 8" FOUNDATION WALLS- MAXIMUM BACKFILL TO BE 7'-0" ON 8'-0" WALL. ONE HORIZONTAL #4 CONT. REINFORCING BAR IS REQUIRED AT THE UPPER AND LOWER 12" OF THE WALL AND ONE ® MIDSPAN OF WALL HEIGHT. 1 #4 VERTICAL BAR 48" O.C.. J70 ANCHORS ® 6'-0" MAX AND 1'-0" FROM CORNERS MAX ® TOP OF FOUNDATION WALL. #4 DOWELS 8'-0" O.C. INTO FOOTING. 8"x16" FOOTING WITH #4 BARS CONT. #4 ® 24" TOP AND BOTTOM SEE TYP. SLAB ON GRADE DETAIL EL. 0'-0" O r TYP I C 1 /2" = 1'- #4 ® 24" TC AND BOTTOM a 4 a . PLAN SEE a (1) #4 ® UPPER AND LOWER —� 12" OF FOUNDATION WALL CONT. 2" RIGID INSULATION 8" CONC. FOUNDATION EQ. #4 BARS AT 36" O.C. W/STD. 90' END HOOK INTO FOOTING r_A:1 4" CONC. SLAB 6 MIL VAPOR RETARDER 6" COMP. FILL GRADE (2) #4 CONT. TYPICAL FROST WALL SECTIO 1 /2" = 1'-0" PROVIDE SIMPSON H-1 HURRICANE CLIP ® EACH RAFTER (TYP.) OWNERS OPTION TO USE SPRAY FOAM INSULATION OF EQUAL R VALUE THROUGHOUT ENTIRE HOUSE UNLESS NOTED OTHERWISE ALL WINDOW AND DOOR HEADERS ARE TO BE DOUBLE 2x10'S r% A f1" PARTIAL PROPOSED FOUNDATION PLAN 1 /4" = 1'-0" WINDOW CONTROL DEVICES ® 24" OR LESS TO FINISH FLOOR AND ® 2ND FLOOR OR 72" ABOVE GRADE WINDOWS TO MEET THE MINIMUM REQUIREMENT FOR AIR LEAKAGE WHICH IS < .3 CFM FOR WINDOWS AND G5 FOR DOORS * * INDICATES WINDOWS TO HAVE TEMPERED GLASS �k * ANY WINDOWS WITH SILL HEIGHTS LESS THAN 18" A.F.F. SHALL HAVE TEMPERED GLASS WINDOW DESIGNATIONS AS MANUFACTURED BY: ANDERSON WINDOWS AND DOORS 200 SERIES. IF ALTERNATE WINDOW MANUFACTURER IS UNUTILIZED CONTRACTOR SHALL CONFIRM THAT ALTERNATE MANUFACTURER WINDOW SIZES PROVIDE EGRESS WHERE NECESSARY AND LIGHT AND VENTILATION FOR ALL AREAS SHOWN ** INDICATES WINDOWS TO HAVE TEMPERED GLASS 24'-0" 2'-2" 5'-11" 4'-11 :" 3' 0" 30" 3' 0" S H O I I 0 3/0 J W1 ENTRY FOYER 3/0 Q 1 . 4. 3/0 UTILITIES OFFICE GARAGE EXTEND SPRINKLER SYSTEM TO NEW ADDITION - FINAL SPRINKLE PLANS TO BE PROVIDED TO THE BUILDING DEPT. PRIOR TO CONSTRUCTION PROVIDE FRAMED CHASE ® EXISTING EXTERIOR WALL FOR RELOCATION OF SPRINKLERS TEST + F.D. CONN. + ELECTRIC METER. 6'-5" n OPERATION ROOM 1 /4" = 1'- U 5' 3/OI 1 � 11-7/8" SERIES Q WINDOW SCHEDULE ROOM NAME TOTAL SQ. FT. WINDOW MODEL # & QUANTITY REQ'D. LIGHT AREA (MIN.) ACTUAL LIGHT AREA REQ'D. VENT AREA MIN. ACTUAL VENT AREA EGRESS WINDOW OR DOOR SMALL VIEWING ROOM 291 (2) 244DH3049 Q 23.28 19.82 11.64 11.52 YES OFFICE 210.5 (2) 244DH3049 Q (2) WTR310111 Q 16.84 25.59 8.42 11.52 YES OPEN OFFICE 599.8 (5) 244DH3049 ® 47.98 49.55 23.99 28.8 YES BATHROOM 43.5 (1) 244FX3020 ® 3.48 3.59 N/A N/A NO KITCHEN AREA 138.7 (2) 244DH3049 Q (1) 244FX3020 11.1 23.41 5.55 11.52 YES WINDOW R.O. SCHEDULE WINDOW REF. # WINDOW MODEL # R.O. WIDTH R.O. HEIGHT REMARKS W1 244DH3049 3'-0" 4'-9" DOUBLE HUNG W2 244FX3020 3'-0" 2'-0" FIXED W3 WTR310111 3'-11-7/8" 2'-1-7/8" FIXED 7'-3" 3' 0" I 9'-10 SD OPEN OFFICE TA 360 16" O.C. 8'-0" GLASS KITCHEN SD I Iw I � I a II I I — — — — — — — -- --�--- �]-(El DW I I 3' 0" I " I_ 5'-11 24'-0" A` EXHAUST FAN - DUCTED F❑ TO EXTERIOR (OPTIONAL TO BATHS WITH WINDOW) OD i io AREA OF RENOVATION SHOWN 4 2 0 2 4 8 GRAPHIC SCALE 1 /4" = 1'-0" a I 00 THE SEAL BELOW IS AN ORIGINAL SEAL AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS No. DESCRIPTION DATE REVISIONS W N 0 N 3 D N W U �- z a U :=Z_ LLI Q how F— � w � 2 z U VaJV) 0 Q o w O O 3 J O O J o F- Lu W c U L O woa Z 00 N N o F- 0 o N o ooa� <� o �,� s0-"DZ Z > 00 00 z x�° N'niai ca- a c c - o - - < o o«, d-c r)°� 0x° 0vE W W NCO >ww WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. rA O 0 O Q{ � O � 0 4� W CAD FILE NAME ACAD\B O FH\11 LAFAMlE\BI X W M\A-1 SCALE , 1 /4„ = 1 -0„ DRAWN BY DRAWING TITLE PROPOSED WEST SIDE PLANS DRAWING No. A-3 M U a O U m LL C Q 2 Q 00 M of N N O N N m 3 c a c 0 U y c 0 U O S N N O N U c m a c 0 c co o. x w c m N N a m a� E O m Q) c aD m m OEM ASPHALT SHINGLES ASPHALT SHINGLES 14 PROPOSED NORTH ELEVATION 1 /4" = 1'-0" 1�1►1i�liil►l!►��Ia�i�7�IL\�1� OVERALL TO OUTSI TRUSSES OF THIS INDICATE[ SILL PLATE TO SIT IN 1-1/2" FROM EDGE OF FOUNDATION WALL TO ALLOW SHEATHING TO SIl FLAT WITH EDGE OF THE TOP OF FOUNDATION WALL TYP. EXTERIOR 2x6 STUDS AT W/BATT INSUL 1 /2" GYP. BD. FINISH, 1" ZIP - VINYL SIDING LINE OF FINISHE TO BE PITCHED FOUNDATION MIN ALUM. FASCIA YL SIDING YL TRIM DOUBLE HUNG WOOD WINDOW UNIT WITH INSULATING GLASS & THERMAL BARRIER FIXED WOOD WINDOW UNIT WITH INSULATING GLASS & THERMAL BARRIER 0,111JIaTei :YAN110IN=Visl.0001 ALUM. FASCIA 'TIATL SIDING_]��— LINE OF FINISHED GRADE` TO BE PITCHED AWAY FROM FOUNDATION ® 6" IN 10'-0" MIN DOUBLE HUNG WOOD WINDOW UNIT WITH INSULATING GLASS & THERMAL BARRIER 0- IFE 1[mimim F M__ F1 I INSULATED METAL EXTERIOR DOOR PROPOS 1 /4" = 1'-0" 12 51 _,00 FM—IMIM CONTINUOUS RIDGE VENT (TYP.) BATT INSULATION (R-49) KRAFT FACED WOOD HANDRAIL 1-1/2" DIA. — 1-1 /2" CLR. TO WALL ASPHALT SHINGLES —15# BUILDING FELT 5/8" OSB SHEATHING W/"H" CLIPS l f NOSING►) WOOD STRINGER i" COMP. FILL 4" CONC. SLAB 5/4" WOOD TREAD 3/4" WOOD RISER 6 MIL VAPOR RETARDER PROPO`% 1 /4" = 1'-0" 11-7/8" TIMBERSTRAND RAFTERS ECTI LINE OF 6'-8" HEADROOM 11 0 I N 4 B A-3 A-4 A-4 AREA OF RENOVATION SHOWN 4 2 0 2 4 8 GRAPHIC SCALE 1 /4" = 1'—O" THE SEAL BELOW IS AN ORIGINAL SEAL AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS No.1 DESCRIPTION I DATE REVISIONS W N N Q O W 0r Z FW Q U_=Z W Cz �u� w N 2 U z < NU I.L 0 F_ z0 Q 3 0 z O U Y E w 1- HOf � C L 0 w o a 'V � ao 00 d- L 0 w a ::3 N co r— ci N N p z x 0 0~ Y — 0 00 P:a <o- �_ %}' d-d-� 0zr Cn L �z r�- a s�z .OR V > m oo oo t a a Z rr �� tnlnN ~0¢ U xU- Q C 0 O 't x W M U' > ii Li WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. O u 0Z F.4 '+= 1 d, o a 00 o z a� S � � a Maw P4 Gt CAD FILE NAME ACAD\B O FH\li LAFAMIE\BLK ESP 2022\A-I SCALE DRAWN BY DRAWING TITLE PROPOSED WEST SIDE ELEVATIONS, PLANS AND SECTI ON S DRAWING No. A— 4 E 0 TZ m c U- a� Y m m r 18'-0" FOUNDATION REINFORCING NOTE: SOIL TYPE PER SECTION 405.1 IS GROUP 1, CLASSIFICATION SW. 8" FOUNDATION WALLS- MAXIMUM BACKFILL TO BE 7'-0" ON 8'-0" WALL. ONE HORIZONTAL #4 CONT. REINFORCING BAR IS REQUIRED AT THE UPPER AND LOWER 12" OF THE WALL AND ONE 0 MIDSPAN OF WALL HEIGHT. 1 #4 VERTICAL BAR 0 48" O.C.. J"O ANCHORS 0 6'-0" MAX AND 1'-0" FROM CORNERS MAX ® TOP OF FOUNDATION WALL. #4 DOWELS 0 8'-0" O.C. INTO FOOTING. 8"06" FOOTING WITH #4 BARS CONT. #4 ® 24" TC AND BOTTOM EL. (0' 1 SEE TYP. SLAB — ON GRADE DETAIL = 1'- #4 0 24" TC AND BOTTOM \; at> Ili 1"12 0 (1) #4 ® UPPER AND LOWER 12" OF FOUNDATION WALL CONT. 2" RIGID INSULATION 8" CONC. FOUNDATION #4 BARS AT 36" O.C. - W/STD. 90' END HOOK INTO FOOTING 1 /2" = 1'-0 SEE PLAN 4" CONC. SLAB 6 MIL VAPOR RETARDER 6" COMP. FILL coI I 0 I EQ. EQ. t—p M — 1'-4" OST WALL PROVIDE SIMPSON H-1 HURRICANE CLIP 0 EACH RAFTER (TYP.) OWNERS OPTION TO USE SPRAY FOAM INSULATION OF EQUAL R VALUE THROUGHOUT ENTIRE HOUSE UNLESS NOTED OTHERWISE ALL WINDOW AND DOOR HEADERS ARE TO BE DOUBLE 2x10'S GRADE I 00 (2) #4 CONT. s 0 I CV r-tA C I IML_ I-IRUr- VJCU F VUIIUrA I ISJU f L—nly 1 /4" = 1'-0" WINDOW DESIGNATIONS AS MANUFACTURED BY: ANDERSON WINDOWS AND DOORS 200 SERIES. IF ALTERNATE WINDOW MANUFACTURER IS UNUTILIZED CONTRACTOR SHALL CONFIRM THAT ALTERNATE MANUFACTURER WINDOW SIZES PROVIDE EGRESS WHERE NECESSARY AND LIGHT AND VENTILATION FOR ALL AREAS SHOWN ** INDICATES WINDOWS TO HAVE TEMPERED GLASS WINDOW CONTROL DEVICES ® 24" OR LESS TO FINISH FLOOR AND ® 2ND FLOOR OR 72" ABOVE GRADE WINDOWS TO MEET THE MINIMUM REQUIREMENT FOR AIR LEAKAGE WHICH IS < .3 CFM FOR WINDOWS AND G5 FOR DOORS * * INDICATES WINDOWS TO HAVE TEMPERED GLASS ANY WINDOWS WITH SILL HEIGHTS LESS THAN 18" A.F.F. SHALL HAVE TEMPERED GLASS V Al O z 0 W J J Q U ... . " .. . 1 /4" = 1'-0" WINDOW R.O. SCHEDULE WINDOW REF. # WINDOW MODEL # R.O. WIDTH R.O. HEIGHT REMARKS O 244DH3049 3'-0" 4'-9" DOUBLE HUNG W2 244FX3020 3'-0" 2'-0" FIXED W3 WTR310111 3'-11-7/8" 2'-1-7/8" FIXED WINDOW SCHEDULE ROOM NAME TOTAL SQ. FT. WINDOW MODEL # & QUANTITY REQ'D. LIGHT AREA (MIN.) ACTUAL LIGHT AREA REQ'D. VENT AREA MIN. ACTUAL VENT AREA EGRESS WINDOW OR DOOR SMALL VIEWING ROOM 289.5 (2) 244DH3049 Q 23.16 19.82 11.6 11.5 YES OFFICE 210.5 (2) 244DH3049 Q (2) WTR310111 Q 16.84 25.59 8.42 11.52 YES OPEN OFFICE 599.8 (5) 244DH3049 Q 47.98 49.55 23.99 28.8 YES BATHROOM 43.5 (1) 244FX3020 Q 3.48 3.59 N/A N/A NO KITCHEN AREA 138.7 (2) 244DH3049 Q (1) 244FX3020 W® 11.1 23.41 5.55 11.52 YES AREA OF RENOVATION SHOWN 4 2 0 2 4 8 GRAPHIC SCALE 1 /4" = 1'-0" THE SEAL BELOW IS AN ORIGINAL SEAL AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS lNo.1 DESCRIPTION DATE REVISIONS W N O 04 Q W U r Z U zLJa =Z W �- a mow F W�� = Zc)o < V) 0 a O w O 3 O O z Y O SJ F O C +- V - q:_ w 0 a. 2 V 0OItL Oww - 00 NN a. � 0 0 z S 0 F F c Y ° '' 10 w = :3Lj d d O z } 5Dz v +�+ > co Q- 00 00 -C a z N a Ln�N V-) J xLp F a a C G U O x �+ wW -5 >tiW WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. O C001 0 u C wlt O 00 • ? 0 �n0 �..� a CAD FILE NAME ACA OKIT FH\t1 LWAYETTE\KK UP 2022\A-1 SCALE 1 /4„ 1 -0 DRAWN BY DRAWING TITLE PROPOSED EAST SIDE PLANS DRAWING No. A-5 ----------------------------------- ter— �------------------------------------- -------------- ------------------ 1—-----------i-----------------■ 1—-----------------------------------■MEMElim -- ■----------------------------------- Fil Fll_ I V VL 1 1 1 VI ILV FOUNDATION ®6" IN 10'-0" MIN ASPHALT SHINGLES 15# BUILDING FELT- 5/8" OSB SHEATHING W/"H" CLIPS 11-7/8" TIMBERSTRAND RAFTERS Fow 1 /4" = 1'—O" 14M V VVLJLL 1 IVI\V I -- WINDOW UNIT WITH GLASS PROPOSED EAST ELEVATION &SULATING THERMAL BARRIER 1 /4" = 1'-0" BATT INSULATION (R-49) CONTINUOUS RIDGE KRAFT FACED VENT (TYP.) n � i� ' n / ®EZ ® cir_ll El cir-_� \ F=A -00. / p . - T7 PROPOSED BUILDING 1 /4" = 1'-0" 6 MIL VAPOR — RETARDER 6" COMP. FILL 4" CONC. SLAB C A-5 A-6 A-6 I V Dr-1-I l tiflGV P "" I f RVWI FOUNDATION 0 6" IN 10'-0" MIN _UM. FASCIA VINYL SIDING VINYL TRIM OVERALL DIMENSIONS ON PLAN INDICATE OUTSIDE TO OUTSIDE WOOD STUDS WITH 1-1/2" SHEATHING. TRUSSES TO BE FABRICATED WITH CONSIDERATION OF THIS AND SHOULD BE 1" LESS THAN DIMENSION INDICATED ON PLAN TYP. EXTERIOR WALL 2x6 STUDS AT 16" O.C. W/BATT INSULATION (R-21) 1 /2" GYP. BD. INTERIOR FINISH, 1" ZIP—R SHEATHING VINYL SIDING co LINE OF FINISHED GRADE TO BE PITCHED AWAY FROM FOUNDATION ® 6" IN 10'-0" MIN ASPHALT SHINGLES ALUM. FASCIA VINYL SIDING c' I VINYL TRIM:::::]� c LINE OF FINISHED GRADE \— FIXED WOOD WINDOW TO BE PITCHED AWAY FROM UNIT WITH INSULATING FOUNDATION ® 6" IN 10'-0" GLASS & THERMAL MIN BARRIER SPACE CONCERNS SILL PLATE TO SIT IN 1-1/2" FROM EDGE OF FOUNDATION WALL TO ALLOW SHEATHING TO SIT FLAT WITH EDGE OF THE TOP OF FOUNDATION WALL iml PROPO 1 /4" = 1'-0' Fa ASPHALT SHINGLES 15# BUILDING FELT- 5/8" OSB SHEATHING, W/"H" CLIPS \ 11-7/8" TIMBERSTRAND RAFTERS WOOD HANDRAIL 1-1/2" DIA. — 1-1 /2" CLR. TO WALL LINE OF 6'-8"-J HEADROOM / / / / / / ll� \\\\\ CONTINUOUS RIDGE VENT (TYP.) 12 \ 15 BATT INSULATION (R-49) KRAFT FACED 11" 1 " NOSING 6 MIL VAPOR WOOD STRINGER RETARDER 0 i 5/4" WOOD TREAD 6" COMP. FILL CV 3/4" WOOD RISER 4" CONC. SLAB PROPOSED STAIR SECTION L D 1 /4" = 1'-0" A-5 LA6 A-6 AREA OF RENOVATION SHOWN 4 2 0 2 4 8 GRAPHIC SCALE 1 /4" = 1'-0" THE SEAL BELOW IS AN ORIGINAL SEAL AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS No. DESCRIPTION_DATE REVISIONS W N 0 N Q U F- z Z F < U =0 z W O a O w 2 U O zQ U< 1..1.. Ira = O � O LL O 3 J O O U Y E W 1- �Lxo Q C �- U IL 0 a =V o O Go 00 1Dr a OwW z F 0 0 N N N 0 00 h O Q La cZ rl�- o 5z U +�+ Z In Ib Ib L a Q Z of U-0 X Ip z In N N U J �a< C C�� C - V 0 - O 0+. rMN x *6uE W (� > LL 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 PRACTICES. 0 O V O �--� • �""' ll�r o 00 o >1 z C4 E■", O0 V CAD FILE NAME AM\BAKER FH\11 LAFAMlt\BLOC. EXP 2022\A-1 SCALE DRAWN BY DRAWING TITLE PROPOSED EAST SIDE ELEVATIONS, PLANS AND SECTIONS DRAWING No. A-6 M U Q 0 U lB "a Q Q t0 O co M O N LO O N N LO 3 v c m C 0 U L C 0 U 0 N tV O N C (0 a C 0 C f0 Q X W IT C .3 CD N N a) Iv J N E 0 a� C u- aD la m INSULATED EXTERIOR DOOR UNIT NEW h PANEL M ATCf 87'-2" EXISTING POLE BARN -------------------------------------------------- ------------------------------------------------ -- I I I I - - - - - - - - - - - - - - - - - - - — I I I � I I I i i I I I I I I I I I � I I I i i i I I +- --�- - -w- - OR SHADED AREA INDICATES AREA TO RECEIVE 6" CONCRETE SLAB APRON AT DOOR LOCATIONS. ALL OTHER FLOOR AREAS TO BE EXISTING CRUSHED STONE INTERIOR AND NEW ASPHALT PAVING EXTERIOR i - SECTIONAL - - - METAL + - - - -- SECTIONAL - METAL OVERHEAD DOORS /- OVERHEAD DOORS CRUSHED STONE FLOOR BASE TO REMAIN ------------ NEW 2x4 GIRTS AND METAL WALL PANEL SIDING TO MATCH EXISTING ---- — --- ------------------------------- --------- I --- -- — -------------------- -------------------- — -- I DBL. 2x 2 H ADERS (TYP) I DBL 2x 2 H AD RS (TYP) I LINE OF EXISTING I ROOF OVERHANG i 5j" L L I 11'--110J" 1 L I 10'r 0" 16' 6'-5" l 15'-2j" RIGHT SIDE ELEVATION 1 /4" = 1'-0" 18'-7" 18'� 7" 16'r 0" 87'-2" FLOOR PLAN = 1'-0„ EXISTING METAL WALL PANEL SIDING 18'-7" 1'- --------------------------------------------------------------- -- — I I I I i EMERGENCY NOTES 4 V COMBINATION EXIT/ EMERGENCY LIGHT AND EXTERIOR EMERGENCY LIGHT FIXTURE CONNECTED TO BATTERY BACK-UP OF EXIT/ EMERGENCY LIGHT EMERGENCY LIGHT FIXTURE W/BATTERY BACK-UP f—DBL. 2x10 TIE ACROSS TOPS OF NEW POSTS EXISTING TRUSSES CANTILEVER 6' FROM EXISTING BEAM LINE NEW POSTS AND BEAM DO NOT PROVIDE BEARING FOR EXISTING TRUSSES SECTIONAL METAL SINGLE KING & DOUBLE — OVERHEAD DOORS JACK STUDS FOR NEW DOOR OPENINGS (TYP.) -------------------------- \-- — -- --- ----- ------ DBL. 2xl 2 H ADERS (TYP) I 18';-7" 16' 18'1-7" 14' 18'-7" LEFT SIDE ELEVATION 1 /4 = 1, - 0 , w 5?' A O I 04 w w c0 Z V) 0 F0 Z U O in zw I X w cV 0 a O I INSULATED EXTERIOR DOOR UNIT LINE OF CONCRETE APRON ACROSS FACE OF EXISTING BUILDING AL WALL DING TO XISTING LOCATION OF TRUSS TYPE CONSTRUCTION PLACARD. PLACARD TO BE INSTALLED IN ACCORDANCE WITH PART 1264 OF 19NYCRR. SIZE, SPECIFICATION AND TEXT OF SIGN TO BE DIRECTED BY FIRE MARSHAL. SIGNS TO BE LOCATED IN ACCORDANCE WITH TABLE 1-1264 AND AT ELECTRIC METER LOCATION KNOX-BOX FINAL LOCATION TO BE COORDINATED WITH FIRE MARSHAL'S OFFICE LOCK\LATCHES ARE TO COMPLY WITH CHAPTER 10 OF 2015 IBC. LEVER HANDLES REQ'D. NO PANIC HARDWARE IS REQ'D. - MAY BE INSTALLED AT OWNER'S OPTION. EXTERIOR EXIT DOORS ARE TO HAVE CLOSERS. LIGHT FIRE HAZARD: NON -INDUSTRIAL BUILDINGS WITH LOW FIRE LOAD ARE CONSIDERED LIGHT HAZARD BUILDINGS WITH MINIMAL FIRE RISK. FOR CLASS A HAZARDS, EACH EXTINGUISHER MUST BE 2A OR LARGER WITH A MAXIMUM TRAVEL DISTANCE OF 75 FEET BETWEEN THEM. 4 2 0 2 4 8 GRAPHIC SCALE 1 /4" = 1'-O" MAY 24 2022 TOWN OF QUEENSBURY BUILDING & CODES ft7"- D25i1 =�Z THE SEAL BELOW IS AN ORIGINAL SEAL AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS 1 RENSED PER RENEW COMMENTS 20 I1AY 2022 0 RENSED PER RENEW COMMENTS 7 JULY 2020 No. DESCRIPTION DATE REVISIONS 0 W N 0 N OU Q 3 N N U r aF_ z _ =0- w Ld�WF 2 U z n U a_'N 0a o � O 3 J moo U F O- V1 V�O moo U :3 0 00N 00 It L_ O w r o v N N 0 00T O awl Y�_ �>: �td(�}, oz� Cn F i N Z t- I` - 5 z z Zv °+' > rn p 00 00 _ O Q a z �a LnLn N N U U�< X1p C: � � o 0 � M(D X oaE , �+ W .- 0 > t- ti.l WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. 00 �'VMW4 o W 5 Z 's cd o P-4 a CAD FILE NAME ACAD\BAKER FH\POLE BARN\A-1 SCALE AS NOTED DRAWN BY DRAWING TITLE POLE BARN PLAN DRAWING No. A- 7 U Q. O Y U N LL w- Q Q M v 00 N N 0 N O N 3 a E m 0 CL C) 0 N Co N m a� 0 a a� E O N m C U- a� Y co m 012 rVInT►IA ►A�AI IVLTT MC1P1L TTPILL VvQmncAu UVVPCJ PANEL SIDING TO FRONT ELEVATION MATCH EXISTING METAL FLASHING METAL FASCIA EXISTING SUB FASCIA METAL SOFFIT METAL SIDING PANELS 2x4 GIRTS AT 24" O.C. 4x6 POSTS AT 10'-0" O.C. 2x6 VERT. AT 4'-0" O.C. — COMPOSITION CLOSURE PIECE EXTERIOR ASPHALT PAVING 10"x24" CONC. FOOTIN DBL. 2x10 CONT. NOTCHED 6x6 FOR BEARING DBL. 2x12 HEADER AT GARAGE DOOR OPENINGS (HGT. VARIES SEE PLAN) 2x8 (CONT.) 6" CONC. FLOOR SLAB AT OVERHEAD DOOR AREA ONLY EXISTING CRUSHED STONE FLOOR TO REMAIN 2'-0" TYPICAL WALL SECTION 3/4"=1'-0" 4 2 0 2 4 8 GRAPHIC SCALE 1 /4" = 1'-0" THE SEAL BELOW IS AN ORIGINAL SEAL AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS 1 RENSED PER REVIEW COMMENTS 20 MAY 2022 0 RENSED PER RENEW COMMENTS 7 JULY 2020 No. DESCRIPTION DATE REVISIONS 0 W N O Q 3 W WUW z z F U ==z U — W a H w U W LLJ Lj z U VaJ� Q Q F 0 Q moo 3 J JF-0 Y 0 � wvF 2 La 0 F- U � Boa V oo� L ED 0wo U _ N N N p 00 T O 0 �r ¢ w z} VJ = L NZ fir— 5o=z p Q o0 of Q Z UZj2 a�O V v ��:; a LLj L)x c c Cs o _ vxa 0 Qfw �Fc E —0 >°1a °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 PRACTICES. V1 O 454 cd ^ cd a-. a H U CAD FILE NAME ACAD\BAKER FH\POLE BARN\A-1 SCALE AS NOTED DRAWN BY DRAWING TITLE POLE BARN ELEVATIONS DRAWING No. A- 8 . .