Loading...
HomeMy WebLinkAbout19531_1_001_178.44-4-33_32_HORSESHOE_NA 3 - 76.qq K 33 I s I ,) J oc ST PtP LE- TO� 0 C' ,2wai 4- 0'2 0 1 S ss�z� - 8` 1.1 t cL`iJ D WR,CItA CILY" �/ Q c___)%7D P r iLDC42 gut T eI 2o61Z zSri Ceik c cc e. 0.c Ccry \;anre itA ..e t�, ;►���� , _ 2015001st � ssv�d x _,_2015 Z Sly Z'j p � �i � 1 • w + 1 P � S I, ro( A CERTIFICATE OF COMPLIANCE r1 CITY OF SARATOGA SPRINGS NEW YORK r,« `TNORATE Certificate of Compliance No. 20150019 Date Issued: 01/08/2015 Application No. 20140610 Building Permit No. 20140852 Owner DAVID & PAULA TURNER Address 32 HORSESHOE DRIVE Tax Map I.D. Number 178.44-4-33 This is to certify that the RES GARAGE/CARPORT-ATTACHED named above is in compliance with applicable codes, ordinances and approvals and is ready for occupancy as a: ATTACHED GARAGE ADDITION Assistant Building Inspector 57 ��— '- - - .....,,,,,, * CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT •:, %,14..t - PH. 587-3550 Fax 580-9480 INSPECTOR REPORT PAGE 1 OF i J013 SITE 37 Not5-eshot Di)v‘e PERMIT# 20 140 ES 2 FILE# I q5 3) FOOTINGS FOUND. FOUND. FLOOR ROUGH ROUGH HVAC INSUL. SEPTIC OTHER FINAL BEFORE REBAR BEFORE SLAB FRAME PLUMB BEFORE BEFORE BEFORE CONCRETE BEFORE BACKFILL BEFORE BEFORE BEFORE INSUL. COVER BACKFILL CONCRETE CONCRETE INSUL. INSUL. 1 eiSr ' 17::1 ec+v 1 cA i -1-nrch ori 17" 5+rtf-1-F---"r.( A cl•rI ‘-1 -IS b.y Vir oldie Oeri--r-ChX NOVItlek (....) CA(C.Ct e:. iAnCIS- i el 5'iji i=34.a )27/ h Ct/Li tV4.41e el; - Ai '...i-.-retvir e.el fo9 1 e 10k/75 -= /70 4 6,e./- 0\ . 4-o i35u e C e54-i-Ci 03-e oc ConT11 ne,e 44r I PASSED CONDITIONS AS NOTED REINSPECTI i r R-QUIRED FAILED STOP WORK INSPECTION DATE /—7- 2015 INSPECTOR Hi k' G • an CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT PH. 587-3550 FAX 580-9480 INSPECTOR REPORT PAGE 1 OF JOB SITE 32% }4015e sho e Drive PERMIT# 20/90352 FILE# /6/53) FOOTINGS FOUND. FOUND. FLOOR ROUGH ROUGH HVAC INSUL. SEPTIC OTHER FINAL BEFORE REBAR BEFORE SLAB FRAME PLUMB BEFORE BEFORE BEFORE CONCRETE BEFORE BACKFILL BEFORE BEFORE BEFORE INSUL. COVER BACKFILL CONCRETE CONCRETE INSUL. INSUL. Rot r - n5 Il emseect1on (o'n3»41 on Il-2I-ILO GAf63e.. Ike ad e r = (2) 11,/ " rnicfolam uirei posis fey t en 3,aeer'c f er- '% F'Q((21am 1031-5 = Pe( (714ns/ en gAee le k'eceivvd E neer /eM 5kttit 3Aftjt hrcde-f and foal. Po5k ''siiMlled Care s+7 all Sovya dl� �iG tilYuletk / PASSED CONDITIONS AS NOTED REINSPECTION REQUIRED FAILED STOP WORK INSPECTION DATE I I' 5-N INSPECTOR 1j We Carlson army CITY OF SARATOGA SPRINGS b BUILDING DEPARTMENT PH. 587-3550 FAX 580-9480 INSPECTOR REPORT PAGE I OF I JOB SITE 3 No tic Shoe Pr i v e PERMIT# ZO1'1085 Z FILE# ,c53 FOOTINGS FOUND. FOUND. FLOOR ROUGH ROUGH HVAC INSUL. SEPTIC OTHER FINAL BEFORE REBAR BEFORE SLAB FRAME PLUMB BEFORE BEFORE BEFORE CONCRETE BEFORE BACKFILL BEFORE BEFORE BEFORE INSUL. COVER BACKFILL CONCRETE CONCRETE INSUL. INSUL. Rovg1 E,P c.-b„co,t 1-n5joea-Hor, on //-zo-/c/ Its, kdd/e - n4y Novigaz A l l i 3erns -From I I J ao/i N -i-nsprc4-icr) Comp le+e e..XCTI f ' C) \tecd -Jo f O z)/a't ei qi ed /e` / oil 5 # / /—(4. 'J Chi9.4 es `-CAI 1 C' i c(�►► J r A v-; 114 i S [Or -Io ir>silal-e _ (*--- gtv uic,d on 11-25-111i►/. PASSED CONDITI AAS NOTED REINSPECTION REQUIRED FAILED STOP WORK INSPECTION DATE I I-2/ - 20/7 LIINSPECTOR Nike Carbon Lon • � `' � ,' CITY OF SARATOGA SPRINGS 1 BUILDING DEPARTMENT cq 4,1~ PH. 587-3550 FAx 580-9480 INSPECTOR REPORT PAGE ( OF I JOB SITE 32 4-EoRst c 40F lDSt V PERMIT# 2 j_.t2 a FILE# /9!7 3 ; FOOTINGS FOUND. FOUND. FLOOR ' ROUGH ROUGI-I HVAC INSUL. SEPTIC OTHER FINAL BEFORE REBAR BEFORE SLAB FRAME PLUMB BEFORE BEFORE BEFORE CONCRETE BEFORE BACKFILL BEFORE BEFORE BEFORE INSUL. COVER BACKFILL CONCRETE CONCRETE INSUL. INSUL. F to 1 1 c.A.1, ,fi'i1/4)5,PF rIo f i rcro- CoV LE t. O (7X DooK r g__ C,4LL5 -Pd' 3) z x . �; C-3 ) ax --1"65-F5 (of�z) cos- WL w/(4c ax4 f iii - HA-5.0 ,, ax /Z i�(3) 7 iT' 5 ©0 kiD-r -H, V ! SS GE _S tit-- Iii, ckto itiz_1/41 5 %4 x S y2" SSL eot,,,uivo (ML 'Fog --- (3) z vzt s 1 ad F Z4 -re ut�ss O (CANICIA r P L i--t Piaj rteAT o t15 Nv-t- 5iL€ , a oft I 1/2-5/11 a PASSED CONDITIONS AS NOTED REINSPE N REQUIRED Clc"")) STOP WORK INSPECTION DATE ///207d INSPECTOR ( NA I L_LE R A°' CITY OF SARATOGA SPRINGS _. BUILDING DEPARTMENT ,,, PH. 587-3550 FAX 580-9480 INSPECTOR REPORT PAGE 1 OF l JOB SITE ' /41(..s ctL'_ Df PERMIT# 740/YO/A-Z.- FILE# l 9CV i FOOTINGS FOUND. '4U i.� FLOOR ROUGH ROUGH HVAC INSUL. SEPTIC OTHER FINAL BEFORE REBAR BEFORE SLAB FRAME PLUMB BEFORE BEFORE BEFORE CONCRETE BEFORE 1.AC • L BEFORE BEFORE BEFORE INSUL. COVER BACKFILL CONCRETE CONCRETE INSUL. INSUL. Ari des 61404 tf,„:7 76) ,,,3 1 SSED CONDITIONS AS NOTED REINSPECTION REQUIRED FAILED STOP WORK INSPECTION DATE /o/'%ti INSPECTOR a �� CITY OF SARATOGA SPRINGS . e#, 7 BUILDING DEPARTMENT ,� PH. 587-3550 FAX 580-9480 INSPECTOR REPORT PAGE r OF / JOB SITE o(�`S�OC/ 0`� PERMIT# �fyO5 jj FILE# /9`r1 FOOTINGS FOUND. OU D. FLOOR ROUGH ROUGH HVAC INSUL. SEPTIC OTHER FINAL BEFORE REBAR BEFORE SLAB FRAME PLUMB BEFORE BEFORE BEFORE CONCRETE BEFORE CACKFI. BEFORE BEFORE BEFORE INSUL. COVER BACKFILL CONCRETE CONCRETE INSUL. INSUL. 10 V h co"Vin Li t 1.1 ,{ .44-r(.1 V l/OW (n e-kr) )CA'A d` I Nu 0I brI) IL' ; 1/ I r l l'iIC I InGZ(/( 1hz. (.4,... o 1..,11^ s‘d' PASSED CONDITIONS AS NOTED ' CTION REQUI FAILED STOP WORK INSPECTION DATE to l V' 1 f 1 INSPECTOR ,/,-- 6,),_----_. CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT -6 4,,..*, , ., PH. 587-3550 FAX 580-9480 1.....„t- INSPECTOR REPORT PAGE i OF 1 Jos SITE 31 ki0r5CShof. Dr V e PERMIT# 2014 085Z FILE# 1q531 FOOTINGS FOUND. FOUND. FLOOR ROUGH ROUGH HVAC INSUL. SEPTIC OTHER FINAL BEFORE R FBA R BEFORE SLAB FRAME PLUMB BEFORE BEFORE BEFORE CONCRETE BEFORE BACKFILL BEFORE BEFORE BEFORE INSUL. COVER BACKFILL CONCRETE CONCRETE INSUL. INSUL. " pckire d concre ie e"Jcal 4(4 V e 14i ca/S e. 32" cc . ti) 44-1 iivv•Zor7/ 1 ,44- icr of 4-41 Or 4-v , PASSED CONDITIONS AS NOTED REINSPECTION REQUIRED FAILED STOP WORK INSPECTION DATE /047-20/LI INSPECTOR M rr CC/ /50n .„ CITY OF SARATOGA SPRINGS 3. H` . BUILDING DEPARTMENT v. ,A PH. 587-3550 FAX 580-9480 INSPECTOR REPORT PAGE 1 OF I JOB SITE Z ■c• ' 1m r1' ° - PERMIT# 20 14852 FILE# 175 3 1 FOOTINGS FOUND. FOUND. FLOOR ROUGH ROUGH HVAC INSUL. SEPTIC OTHER FINAL BEFORE REBAR BEFORE SLAB FRAME PLUMB BEFORE BEFORE BEFORE CONCRETE BEFORE BACKFILL BEFORE BEFORE BEFORE INSUL. COVER BACKFILL �--.CONCRETE CONCRETE INSUL. INSUL. ivt� -t iFO C WC( I r.i ?Lc� -PIR , VFRTcA-L D i( m RE WET- Si--T_ 04 to Pvc c.r� g PASSED CONDITIONS AS NOTED REINSPECTION REQUIRED` FAILED STOP WORK // INSPECTION DATE !O /a INSPECTOR t MILD g GARRY F. NATHAN P.E. Consulting Engineer 1 Creekside Lane Latham, N.Y. 12110 November 22, 2014 Building Department City Hall 474 Broadway Saratoga Springs,NY 12866 Re: Turner Garage Addition Dear sir, The project has the following changes from the approved plans,the wall will be constructed with 2x4 walls instead of 2x6 walls,the internal wall columns holding the guilder truss will be four(4)2x4s instead of the parallam columns and the existing garage door header needs to have two (2) 1 %x 91/4 installed. If you have any questions please call me at 783-7113. Sincerely, Garry F.Nathan P.E. #60895-1 Cc: Files (JPEG Image,2988 x 5312 pixels)-Scaled(17%) https://m.saratoga-springs.org/service/home/—/?auth=co&1oc=en U... i, .' ",,. i 3a "..:..,..:s.."" ,". e •A, . ^F1C �,. = „%: `w- aS '.ThW.et,. -�nyr� Anw � t *A'"— ; . k'.ha; �Tp ° '` cM�� � ,.. ';�z • ..,�t�X , , ; . ? ,,�1,', � k."'QY ; �,� s�. a\�"� "1�, t, , . } ' cZr r •..y ki:`wn' . k 1 44g ,.,,••• -• -„m•,, . • g...t;;;r4,,, ,,- ,,,,,„ .',:,g.,spip',ry`ry"%y,,;,,'• ";/;t'Sa'Y,'>�"' r".,;r:A'v' 'S.f '�,..s,:Ysy., ;q. , " : ��` .` ,•• N Ffy.`:t�1't..b,.,>;:,;,,'a.,'.„, a5 ;•%4e4, ,.,,, , <n� �, .rA dh ,msst . niai " e , .:i • _,.....',t„y.k ,' ! "" a:C '4•" , r'. ',,-,-,;,....•.ay Y.Jwa ''' g ; =1",,t.' kbk''y''''''',",• nr ' r":, ' ' „x;� .xt: 'N 5( :w+;, Stot i :a4E`- r•9fr. p w .raax?"x<:`; x '^:k; , ' ,,*/: . N �q � " 4S . * « ,,' ' „ ` .it cki' � ELECTRICAL INSPECTION ,:'«�� '%s�?”'" +i MIDDLE DEPARTMENT INSPECTION AGENCY ..;asr»i'��''�x:�.�, 0 • .. ' <r'-; r,:3;` '7v"' . .rya:7: x{'.g`ms" :• .. ,,,r," f'''.. i Alpine, an ITW Company 13389 Lakefront Drive Earth City,MO 63045 (314)344-9121 Page 1 of 1 Document ID:1VB3219-Z1231143733 Truss Fabricator: S.R. Sloan .�E.OF N[.1^`'✓}- .\ Transmitted From: sea I s@srs l oan.coin F'�� 4 .lob Identification: 426257-/Galarneau / Turner -- 32 Horseshoe dr SARATOGA SPRI r`'t'. c � r • E� Model Code: IRC ^'Pr � A. t'{a .,y\ -1 Truss Criteria: RC2006/TPI-2002 STD a `- "' {`-, '3 « I, Engineering Software: Alpine proprietary truss analysis software. Version 13.02. ". ,;017a. ,xN Truss Design Loads: Roof - 65 PSF @ 1.15 Duration <• p t`�-- ryvy. Floor - N/A (6. 802 ` ' J Wind - 90 MPH (ASCE 7-05-Closed) S Notes: 41 �`�����. ► 1. Determination as to the suitability of these truss conponents for the 10/31/21 structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1 2. As shown on attached drawings; the drawing nunber is preceded by: MOUSR219 Bruce Feldmann Details: A1001505-GBLLETIN-GABRST05-BRCLBSUB- Subnitted by BAF 14:37:19 10-31-2014 Reviewer: BAF $$ # Ref Description Drawing# Date 1 44567--T016E 22' Gable 14304025 10/31/14 2 44568--T01 22' Connors 14304026 10/31/14 3 44569-001 15'8" Commn 14304027 10/31/14 REC'D NOV 212014 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (426257-/Galarneau / Turner -- 32 Horseshoe dr SARATOGA SPRINGS, NY 12866 --TO1GE 22' Gable) Top chord 2x4 SPF(S) 1650f-1.5E 90 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 2x4 SPF(S) #2 anywhere in roof, CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 Webs 2x4 SPF Stud :W1 2x4 SPF(S) #2: psf. :Lt Slider 2x4 SPF Stud: BLOCK LENGTH = 2.000' Wind loads and reactions based on MWFRS with additional C&C member Truss designed to support 2-0-0 top chord outlookers and 0.00 PSF design. cladding load one face, and 24.0" span on opposite face. Top chord must not be cut or notched. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. See DWGS A10015051014, GBLLETIN1014, & GABRST051014 for gable wind bracing requirements. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/240 live and L/180 total load. applied per IRC-06 section 301.5. Truss designed for unbalanced snow load based on Pg=50.00 psf, Plates sized for a minimum of 2.40 sq. in./piece. Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf. 4X4 7.25 3X4 8 -4 iiilIiIIIlII,, 3 —0 moinim=momilmendiminimi 3X6(E5) III 3X4= O1__0_li8 L 13-0-0 _I, 9-0-0 —J 1 22-0-0 Over Continuous Support >1 R=247 PLF U=22 PLF W=22-0-0 RL=17/-14 PLF Note: All Plates Are 2X4 Except As Shown. • Design Crit: I RC2006/TPI-2002(STD) e?.a:^ ak„ PLT TYP. WAVE FT/RT=0%(0%)/0(0) 13.02.07. 5. s 'T4- = = -1QTY:1 NY/—/1/—/—/—/F Scale =.25"/Ft. r. S.R.Sloan 800-366-7562 "WARNING!'" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI G' r"y �' ••IMPORTANT.• FURNISH THIS DRAN'NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. kph -.:_,)'°; • TC LL 45.0 PSF REF R219-- 44567 P.O.Box 560,New Hartford NY 13413 e ' CO `- f'' Trusses s require extreme SCS care ngbC mpoien Safety Information., or ti . IysIPIl nd and Dr fos. Rtyer t antl£pior <,f, , ,N.c. TC DL 1 0.0 PSF DATE 1 0/3 1/1 4 toe rfert ngi ties of SCSI ns. l st Coersnsha Se pres oaby TPI are WSCSI for safety practices prior f \'e to performing these Functions. Installers shell provide temporary bracing per SCSI. Unless noted otherwise, 7 11 ,;. �,� {.11 m � I Y: 0211164 top chord shall have properly attached structural restraint of webs shall have bracing installed per ral sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent SCSI 3 C M 1t r F. j- IN BC DL 10.0 PSF DRW MOUSR219 14304025 A �0�� sections B3, BT or B10. as applicable. Apply plates to each face of trussand position as shown above and on .f>alyyJ — '' he Joint Details, unless noted otherwise. Refer to drawings 160A-2 forstandard plate positions. Alpine, , h BC LL 0.0 PSF MO—ENG BAF/BAF I Alpine, a division or IT1Y aau ding Components Group Inc. when not be responsible far any deviation from this Oa•,agU?"':" ;11 ,,,,drawing, any failure to build the tress in conformance with ANSI/TP! 1. or for handling. shipping, TOT.LD. 65.0 PSF SEQN- 889258 AN rrW COMPANY installation&bracing of trusses. L A seal on thio drawing or cover page listing this drawing, Indicstee acceptance of professions' engineering WIa 1 responeibi i ity solely for the design shown. The suitability and use of this drawing for any structure Is the .. OUR.FAC, 1 .15 FROM AN 13389 Lakefiom Ih raeponelbllity of the Building Designer per ANSI/TP! 1 Sec.2. 'e Earth City,MO 63045 Far more informationthis jab's general notes page and these web sites: t SPACING 24.0" JREF- 1VB3219_Z12 ALPINE: aww.alpineitw.com, TPI: wvw.tpinst.org, WTCA: www.sbcinduscry.c ; ICC: www.Iccsafe.org 10/31/2014 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (426257-/Galarneau / Turner -- 32 Horseshoe dr SARATOGA SPRINGS, NY 12866 - TO1 22' Common) Top chord 2x4 SPF(S) 1650f-1.5E 90 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 2x4 SPF(S) #2 anywhere in roof, CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 Webs 2x4 SPF Stud :W2, W3, W4 2x4 SPF(S) #2: psf. :Lt Slider 2x4 SPF(S) #2: BLOCK LENGTH = 2.000' Wind loads and reactions based on MWFRS with additional C&C member (J) Hanger Support Required, by others design. (a) Continuous lateral restraint equally spaced on member. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-06 section 301.5. Deflection meets L/240 live and L/180 total load. Truss designed for unbalanced snow load based on Pg=50.00 psf, Ct=1.10, Plates sized for a minimum of 2.40 sq. in./piece. Ce=1.00, CAT II & Pf=38.50 psf. 4X7-=- .0..% t —1 7.25 3X4 • 4X4% 3X6 0� O W3 2X4 III 8-;-4 7.25 3X4 3- -0 114111111 0-9-0 2X414 3X4.=- 3X8.--- 3X6(R) III 5X8(E5) III ob1O I- 13-0-0 ,I. 9-0-0 J k 22-0-0 Over 2 Supports R=1572 U=102 W=3.5" R=1465 U=93 RL=210/-173 Design Crit: IRC2006/TPI-2002(STD) , PLT TYP. WAVE FT/RT=O%(0%)/0(0) 13.02.07�.}0 :"V4' ',QTY:6 NY/-/1/-/-/-/F Scale =.3"/Ft. S.R.Sloan 800-366-7562 **WARNING!** READ AND FOu.OW AU.NOTES ON THIS DRAWINGI „,./) F O{ NE11.1,,, ,`�f TC LL 45.0 PSF **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TRE INSTALLERS. - q \. REF R219-- 44568 P.O.Box 560,New Hartford NY 13413 /� ,a Trusses require extreme care in ng Component SfetyI handling, shipping, Installing and bracing. Refer to and follow GJ a a latest edition of SCSI (Building Component Safety Information, by TPI and SrGA) for safety practices prier ,' ., �, ��>,�-i',, 'r "r, TC DL 10.0 PSF DATE 10/31/14 o performing these functions. installers shall provide temporary bracing per SCSI. Unless noted otherwise. + * .f.,-/.., /j �r /� there 3shall have Properly attached structural sheathing and bet chord shall have a Properly attached n . r i}, ,,,;;.,„,:y (,- BC DL 10.0 PSF DRW MOUSR219 14304026 rigid ceiling. Locations shown for permanent lateral restraintoP bs shall have bracing installed per SCSI 4 yy ,4 J N T. sections B3, B7 or B10, as applicable. Apply plates to each face truss Land position as shown above and o 4 (7 j'..Til';:i."4,4 PJ I the Joint Details, unless noted otherwise. Refer •to drawings 160A-Z forss standard Plate positions. 9. 44,.''.....",.,:t?' >' .t BC LL 0.0 PSF MO-ENG BAF/BAF J I Alpine, a division of ITS Building Components Group Inc. shall not be responsible for any deviation from this <‘0..:602 ., Op _, 4(% a drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling. shipping. O. 602 TOT.LD. 65.0 PSF SEQN- 889245 • AN ITW COMPANY Instal lotion A bracing of trusses. responsIbbi llhity soolelygr r tcover e desswign shy"°thls suitabilityhand wse of th s drawingffor any struupwure is u,a ,.. M,.� OUR.FAC 1 15 FROM AN 13389 Lalefront Dr responsibility of the Building Designer per ANSI/TPI 1 See.z. WI Earth City,MO 63045 For more information see this job's general notes Page and these web sites: 4.10 SPACING 24.0” JREF- 1VB3219_Z12 w ALPINE: www.elpineitw.con; TPI: www.tpinst.org: BTCA: www.sbclndustry.com: ICC: w .iccsafe.org 10/31/2014 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (426257-/Galarneau / Turner -- 32 Horseshoe dr SARATOGA SPRINGS, NY 12866 - GO1 15'8" Common Girder) - Value Set: 13B (Effective 6/1/2013) 2 COMPLETE TRUSSES REQU I RED 1 Z 2 Top chord 2x4 SP 2850f-2.3E Nail Schedule:0.128"x3.25", min. nails Bot chord 2x6 SP SS Dense Top Chord: 1 Row @12.00" o.c. Webs 2x4 SPF Stud :W3 2x4 SPF(S) #2: Bot Chord: 2 Rows @ 5.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Use equal spacing between rows and stagger nails in each row to avoid splitting. Special loads (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) 90 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located TC- From 114 plf at -0.88 to 114 plf at 7.83 anywhere in roof, CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 TC- From 114 plf at 7.83 to 114 plf at 16.54 psf. BC- From 5 plf at -0.88 to 5 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 3.56 Wind loads and reactions based on MWFRS. BC- From 10 plf at 3.56 to 10 plf at 13.44 BC- From 20 plf at 13.44 to 20 plf at 15.67 Deflection meets L/240 live and L/180 total load. BC- From 5 plf at 15.67 to 5 plf at 16.54 III 4X6(R) BC- 1464.98 lb Conc. Load at 3.56, 5.56, 7.56, 9.56 Unbalanced snow loads have not been considered. 11.56,13.44 AA Plates sized fora minimum of 2.40 sq. in./piece. • 4X6 i 4X6 0� 411 5-1i-3 ii 11 16111 0.7.8 /i j �INM j �\ 0-7-8 3X8111 7X6(R) III 3X8 ID 5X6(83) = 5X6(B3) Q10 .9 1O 7-10-0 I 7-10-0 ' 1 15-8-0 Over 2 Supports R=2931 PLF U=217 PLF W=1-9-8 R=5748 U=430 W=3.5" Design Crit: IRC2006/TPI-2002(STD) e ;,:a,. PLT TYP. WAVE FT/RT=0%(0%)/0(0) 13.02.07.0. '-` `::.44-z' QTY:1 NY/-/1/-/-/-/F Scale =.375"/Ft. S.R.Sloan 800-366-7562 **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! SOI r''=+✓).��y TC LL 45.0 PSF FURNISH THIS DRAWING TO ALL CONTRACTORS INCLWiNG THE INSTALLERS. Lt .. -REF R219-- 44569 P.O.Box 560,New Hayford NY 13413 **IMPORTANT** y .' , ,,„ Trusses reguire emu-ema care in fabricating, handling, shipping, Installing and bracing. Refer to and follow c� �.:''IS FE( the latest editionfBCS1 (Building Component safety Information, by TPI and WTCA) for safety practices prior �' Ac.5f.,, '7,., 'r TC DL 10.0 PSF DATE 10/31/14 o performing these functions. Installers shall provide temporary bracing per BCSI" Unless noted otherwise, *• .D R`.y ^.1 S _ it top chord shall have properly attached structural sheathing and bottom chord shall have a Properly attached :: -, rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS! 1 r G S/if-`;.':: .":-3 a: �" BC DL 10.0 PSF DRW MOUSR219 14304027 r1sections 83, B]or 810, as applicable" Apply plates io each face of trussand position as shown above and on 1 n /." 13,x-:1 1),) A II I D N I the Joint Details, unless noted otherwise. Refer to drawings 1600-Z for standard plate positions. • %, 1 1µ •"i rIJ II lU' i� , BC LL 0.0 PSF MO-ENG BAF/BAF I ' Alpina, a division of ITW Building Camponenis Group Inc, shall n Y be responsible for any deviation from this ({)1 �Ar'-2� ,f? d • I drawing, any Pailura to build the truss In conformance wi tM1 ANSI/TPI 1, or Por handling, shipping ��• U( �}' A AN IT COMPANY instal lotion&bracing of tres=ses TOT.LD. 65.0 PSF SEQN- 889278 A cal on this drawing or cover pegs listing this droning. indicates acceptance of professional engineering _. '.S r' responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the •. .. DUR.FAC. 1 .15 FROM AN 13389 Lakefront Dr responsibility of the Building Designer per ANSI/TPI 1 Sec.z. Earth City,MO 63015 war more information see this job's general notes page and these web a SPACING 24.0" JREF- 1 VB3219 Z12 • i ALPINE: www.alpineitw"can; TPI: www"tpinst,org;WTCA: www,sbcindustry,can; ICC: www.lccsafe.org 10/3 1/20 01 14 GABLE STUD RE.INECRCEMENT DETAIL ASCE 7-05: 100 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, I = 1,00, EXPOSURE C, Kzt = 1,00 2X4 BRACE I (1) 1X4 'L' BRACE x (1) 224 BRACE w (2) 2X4 'L' BRACE RR (1) 2X6 'L' BRACE A (2) 2X6 'L' BRACE we GABLE VERTICAL NO ' I— SPACING I SPECIES GRADE BRACES (GROUP A I GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B 1 #1 / #2 4' 2' 7' 3" 7' 5' 8' 7" 8' 9' 10' 2' 10' 6' 13' 5' 13' 10" 14' 0" ' 14' 0' BRACING GROUP SPECIES AND GRADES: II - ISP #3 4' 1' I 6' 9' 6' 9' 8' 7' 8' 7" 10' 2' 10' 2' 13' 5' 13' S° 14' 0' I 14' Cr GROUP A II U STUD 4' 1' j 6' 9' ! 6' 9' 8' 7' 8' 7' 10 • ' 2' 10' 2' 13' 5' 13' 5' 14' 0" 14' 0' 11 I� SPRUCE-PINE-FIR HEM-FIR I! O 1 r STANDARD 4' 1" 5' 9' 5' 9' 7' 8' 7' 8' 10' 2' 10' 2' 11' 11° 11' 11' 14' 0' 14' 0" Al / #2 !STANDARDI 82 1 STUD #1 4' 7' j 7' 3' 7' 9' 8' 7' 9' 3" 10' 2' 11' 0" 13' 5' 14' 0' 14' 0" I 14' 0" I 83 I STUD i 83 !STANDARD #2 4' 6' ; 7' 3' i 7' 9' 8' 7' 9' 3" 10' 2' 11' 0" 13' 5° 14' 0' 14' 0' 14' 0' —IN #3 4' 3' ; 6' 11' I 6' 71' 8' 7' 9' 0' 10' 2' 10' 9' 13' 5' 14' 0' 14' 0' 14' 0' DOUGLAS FIR-LARCH SOUTHERN PINE ii STUD 4' 3' 6' 10' 6' 10° B' 7' 9' 0' 10' 2' 10' 9' 13' 5' 14' 0' 14' 0' 14' 0' TU 143 1' DFL !I STUD 1 STUD 11 U STANDARD 4' 2' 5' 11' 5' 11' 7' 70' 7' 10' 10' 2' 10' 6' 12' 2' 12' 2' 14' 0' 14' 0' 1 • STANDARD I STANDARD lIii' #1 / #2 4' 10' 8' 3' ( 8' 6' 9' 9' 10' 1' iv 8. 12' 0' 14' 0' 14' 0' 14' 0' 14' 0" L)- i S P rr #3 4' 8' ! 8' 3' 8' 3' 9' 9" 9' 9" U' 8' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' I !- STUD 4' 8' 8' 3' 8' 3' 9' 9" 9' 9" 11' 8' 11' 8° 14' 0' 14' 0' 14' 0' 14' 0° i; U I I I- STANDARD 4' 8' ! 7' 1' I 7' 1" 9' 4" 9' 4' 11' 8' tl' 8' 14' 0' 14' 0' 14' 0' j 14' 0' ! GROUP B i! #1 5' 3° 8' 3' 8' 11' 9' 9' 10' 7" 11' 8' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' j HEM- IR1 3 IF 1 11 S P #2 5' 2` 8' 3" 8' 1]' 9' 9" 10' 7" 11' 8° 12' 7' 14' 0' 14' 0" 14' 0" 14' 0' 141 Ii ' 3° 8' 6' 9' 9" 10' 4' 11' 8' 12' 4' 14' 0' 14' 0' 14' 0' 14' 0° Ii #3 4' 11° 8 W "--1 D F L STUD 4' 11' 8' 3' 8' 5' 9' 9' 10' 4' 11' 8' 12' 4' 14' 0' 14' 0' 14' 0' , 14' 0' SOUTHERN PINE DOUGLAS FIR-LARCH I: —J STANDARD 4' 10' 7' 3' ! 7' 3' 9' 7' 9' 7' 11' 8' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' I1411 Al II Pq #1 / #2 5' 3" 9' 1' 9' 4' 10' 9' 11' 1' 12' 10' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' 1 142 #2 _ S P P 443 5' 2' ; 9' 1' 9' 1" 10' 9" 10' 9' 12' 10' 12' 10' 14' 0" 14' 0' 14' 0' 14' 0' — — 12 Li ! STUD 5' 2' 9' 1' 9' 1' 10' 9' 10' 9' 12' 10" 12' 10" 14' 0' 14' 0' 14' 0' 14' 0' STANDARD 5' 2' 8' 2' 8' 2' 10' 9' 10' 9" 12' 10' 12' 10' 14' o^ 14' G' 14' o' 14' 0' GABLE TRUSS DETAIL NOTES: 1 X #i 5' 9' 9' 1' 9' 10' 10' 9' 11' 7' 12' 10' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' LIVE LOAD DEFLECTION CRITERIA IS L/240. �rP 443 5' 5' 9' 1' 9' 17" 10' 9' 11' 4" 12' 10" 1 3'3' 16' 14' 0" 14' 0' 14' 0' 14' 0' PROVIDE UPLIFT CONNECTIONS FOR 60 PLF OVER aj D f L STUD 5' 5' I 9' 1' 9' 7' 10' 9° 11' 4" 12' 10' 13' 6' 14' 0' 14' 0' 14' 0' 14' 0' CONTINUOUS BEARING (5 PSF TC DEAD LOAD). STANDARD 5' 3' j 8' 5' 8' 5' 10' 9' 11' t' 12' 10' 13' 3' 14' 0' 14' 0' 1 14' 0' ! 14' 0' GABLE END SUPPORTS LOAD FROM 4' 0' OUTLOOKERS WITH 2' 0' OVERHANG, OR 12' SYMM PLYWOOD OVERHANG. ABOUT j4-.'L ATTACH EACH 'L' BRACE WITH IDA NAILS. CO (0.128'x3' min) T �GP.BLE TRUSS " �� 3I( FOR (1) 'L' BRACE: SPACE NAILS AT 2' O.C. e/✓ ISI 4 2X4 142N OR BETTER joil IN 18' END ZONES AND 4' D.C. BETWEEN ZONES. DIAGONAL BRACE OPTION: X 31(FOR (2) 'L' BRACES: SPACE NAILS AT 3' O.C. VERTICAL LENGTH MAY BE11 DOUBLED 16' END ZONES AND 6' O.C. BETWEEN ZONES. DOUBLED WHEN DIAGONAL 0 BRACE IS USED. CONNECT .L" 'L' BRACING MUST BE A MINIMUM OF 80% OF WEB DIAGONAL BRACE FOR 4808 BRACE �;� MEMBER LENGTH. AT EACH END. MAX WEB TOTAL LENGTH IS 14'. ! I i' GABLE VERTICAL PLATE SIZES 2X4 STUD, 143 OR I 11 BETTER DiAGONA 11 VERTICAL LENGTH NO SPLICE BRACE; SINGLE 11 9 LESS THAN 4' 0' IX4 OR 2X3 VERTICAL LENGTH SHOWN a II GREATER THAN 4• 0', BUT 2X4 1 hi 7N TABLE ABOVE. .4 ,� OR DOUBLE CUT i 1i LESS THAN 11' 6' I (AS SHOWN) AT ! ■ ■ ■ ! UPPER END. ■ ■ ■ �r ■ ■ �i 11 GREATER THAN 1V 6' 2.5X4 I �/ / + REFER TO COMMON TRUSS DESIGN FOR ..ONTIME • BEARING // ( 1 PEAK, SPLICE, AND HEEL PLATES, CONNECT DIAGONAL AT I Ni REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. MIDPOINT OF VERTICAL WEB. wwWARNING!ww READ AND FOLLOW ALL NOTES ON THIS DRAWING! REF ASCE/-OS-GAB10015 wwIMPORTANTea FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling, shipping, installing and bracing. ReFer to and ®J ,A.x DATE 10/01/14 Follow the latest edition of BCSI (Building Component Safety Information,by TEl and DHCA) for safety 1,11'..--- ._._-;^.,..", practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. PP �;-1, _ Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord p .1''',71—'-,, 0r I,l,t7i/ ` DiRWG A10015051014 --� shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs �� `e �F- / F� (1 ..i shall have bracing installed per BCS( sections B3, B7 or HIO,as applicable. Apply plates>to1 each Face y ea' y\ p') //I - 1)-yll�\ 11 �� of 'trusts and position cs shown n o e nd on the Joint Details,unless noted otherwise. t 10/ 2e "t' A<6, '•�'." L IUI \��7.11 Refer tc drawings 160A-Z fcr stamndnrd plate pasitio s 'j "�'1 �:'.. Alpine,a division of 1TW Buildingis Group Inc. shall not be responsible for deviation from i ` '4f 'F I )r: w _ AN ITW COMPANY `amp°nen p c espcns any r-• S this drawing, any Failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, 1 f_ G it+'>;.',�'_x_>i Er i'MAX. MT. _D. 60 PSF Inst a lection 3 bracingof trusse >?sS::1 p. A seal on this drwing orcover page listing this drawing,indicates acceptance of professional T �l) :{'� 'l 1��7 engineering responsibility solely for the design shown. The suitability and se of this dra Wing - 9, tp1,-°`. 'IF .r for any structure is the responsibility of the Building Designer per ANSI/IPI I Sec.2. (1)� D 1:�, , &� A 13389 CityLakefront, O3045 For more information a this job's general notes page and these web sites -- k)w 80,2.•"•9' - • Earth City,M063045 w ' MAX. SPACING 24.0" ALPINE:w w.ol pinetw.com; TPl:eww W:fpins t.org;SBCA: wW w.sbcindustry.or g; ICC' www.iccsaFe.org CSC Fe.org Twp A 11■`b 10/31/2014 Gaole Detail I For Let-in Verticals Gable Truss Plate Sizes Sym. ; © Refer to appropriate Alpine gable detail for .,.,....., About minimum plate sizes for vertical studs. 16 11 +°Refer to Engineered truss design for peak, splice, web, and heel plates. ,,,0,,.. O ®If gable vertical plates overlap, use n single plate that covers the total area of ‘1,.... the overlapped plates to span the web. Gabl � , ve tical al Example: 2X4© © Length 2X8 11661:01' P2X4 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member OToe-nail - Dr - End-nail O © To convert from 'L' -to 'T' reinforcing members, Provide connections for uplift specified on the engineered truss design. multiply at increase by length (based on appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nails: Maximum allowable 'T' reinforced gable vertical 10d Common (0.148'x 3.',min) Nails at 4' o.c. plus length is 14' from -top to bottom chord. . (4) nails in -the top and bottom chords. 'T' reinforcing member material must match size, RI•Id Sheathing Toenailed Nails: specie, and grade of the 'L' reinforcing member. Slid Common (0.148'x3',min) Toenails at 4' o.c. plus Web Length Increase W/ "T" Brace 4 Nails �� 1� (4) toenails in the top-and bottom chords. 'T' Reinf. ,T, This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Reinforcing I wind load. 2x4 30 Member ASCE 7-05 Gable Detail Drawings Example: 2x6 20 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Nails A13030051014, A12030051014, A11030051014, A10030051014. A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 GablesSpaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o.c. SP #3 Truss 4' o.c. A11515ENC101014, A12015ENC101014, AI4015ENC101014, A16015ENC101014, 'T' Reinforcing Member Size = 2x4 A1801SENC101014, A20015ENC101014, A20015END101014, A20015PED101014, 'T' Brace Increase (From Above) = 30% = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 'L' Brace Length = 8' 7' A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' See appropriate Alpine gable detail f or maximum unreinforced gable vertical length. �� 4 Nails r� := Ceiling w.WARNING1ww READ AND FOLLOW ALL NOTES ON THIS DRAWINGIREF LET-IN VERT wwII4PORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating,handling, shipping,Installing and bracing. Refer to and DATE 10/01/14 follow the latest edition of BCSI (Building Component Safety Information,by TPI and SBCA)for safety practices prior-to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord q,w,,tia,. DRWG GBLLETIN1014 w, shall have a properly attached rigid telling. Locations shown for permanent lateral restraint of webs 0 ._ — +,m /"�� -f� fl shall have bracing installed per BCSI sections B3,37 or BID,as applicable. Apply plates to each face pk 4 (�) ��\�� 1 of truss and position asshown above and on the Joint Details,unless noted otherwise. OF r•;;7--':'..*C ' LI �1 f Refer to drawings 160A-Z for standard plate positions. SF • 'i) 1 Alpine,a division of ITV Building Components Group Inc.shall not be responsible for any deviation from qq��t'' -z-17.4i',",,-,\'‘',) ' AN ITW COMPANY this drawing,any failure to build the truss in conformance with ANSI/1P1 1,or for handling,shipping, 10/• 204 4' c�,7 '(- i,(. TOT. LD. 60 PSF installation L bracing of trusses. ,� r':, ^e.'%7,/"� \` A seal on this drawing or cover page listing this drawing,indicates acceptance of professional enginng structure solely For the design shown. The suitability and use of this drawing ' 'l C.,—,d 'I J . FAC: ANY 73389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 1 r' G t'1,t:.',C�a`'1 2 7 Earth City.MO 63045 For wmore Information see this Job's general notes page and these web sites: 4 �) ly;1� 1 } /.� . SPACING 24.0' ALPINE:w M Ipineitw.com;TPI:e www.tpinst.orgl VILA:www.sbcindustry.orgl ICG www.iccsafe.org 9 ti4 ";T"4;G . F0 0�02"a. A, 10/31/2014 ASCE 7-05: EXPOSURE C COMM❑N RESIDENTIAL GABLE END WIND BRACING REQUIREMENTS - STIFFENERS 100 MPH, 30FT, MEAN HGT, ASCE 7-05, CLOSED H LESS THAN 4'6" - NO STUD BRACING REQUIRED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP C, H GREATER THAN 4'6" TO 7'6" IN LENGTH Kzt = 1.00, WIND TC DL=5,0 PSF, WIND BC DL=5.0 PSF. PR❑VIDE A 2X6 STIFFBACK AT MID-HEIGHT AND BRACE STIFFBACK LATERAL CHORD BRACING REQUIREMENTS TO ROOF DIAPHRAGM EVERY 6'0" (SEE DETAIL BELOW OR TOP: CONTINUOUS ROOF SHEATHING REFER TO DRAWING A1003005). BOT: CONTINUOUS CEILING DIAPHRAGM H GREATER THAN 7'6" TO 12'0" MAX: SEE ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL PR❑VIDE A 2X6 STIFFBACK AT MID-HEIGHT AND BRACE FOR LUMBER, PLATES, AND OTHER INF❑RMATI❑N NOT SHOWN TO ROOF DIAPHRAGM EVERY 4'0" (SEE DETAIL BELOW OR ON THIS DETAIL. REFER TO DRWG A1003005). NAILS: loo COMMON (0.148°x3") OR BOX (0.128"x3",MIN) NAILS X ❑PTI❑NAL 2X L REINFORCEMENT ATTACHED OR GUN (0.125"X 3.",nin) NAILS. TO STIFFBACK WITH 10D BOX OR GUN (0.128" X 3", MIN.) NAILS @ 6" C. I 0 iiiiiiiiiir 2X4 BLOCKING - NAILED TO I 45° SHEATHING AND 24" MAX veil I EACH TRUSS (TYP) 1 . t 1 H • • • 1. 2X4 STUD, #3 - H/2 OR BETTER ; _ DIAGONAL BRACE - ATTACH EACH END X _ FOR 560#, I ti 1 7 7 ' k / / / / ❑NT NU❑US/BEARING/ / / / / / /. - 2X6 #2 STIFFBACK ATTACHED TO EACH STUD W/ (4) 10 D BOX OR GUN (0.123" X 3", MIN.) NAILS. s WARNING!ww READ AND FOLLOW ALL NOTES ON THIS DRAWING! P NeIMPORTANT[w FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL WHALER Trusses ire extreme care in fabricating, handling, shipping,installingand bracing. Refer to and t` . require a D. Ar. �-F : T�, DL PSF DATE 10/01/14 / follow the latest edition mi BCth:Building Component Seers y Information,llve or and r ci) for safety `` I Ni 1..- \ practices prior to performing -these Functions. Installers shall provide temporary bracing per BCSI. Y Cr 1•.y�/ \:^•,r, Unless mated otherwise, top chord shall have properly shown for structurallaterasheathing and bottom chord �`�i '(-, ;!w B" DL PSF DRWG GABRST051014 <�'/ —�� shall have n properly attac.^.ed rigid ceiling. Locations shown for permanent lateral restraint of webs � /�� �Vy,y i'k � ' /-((�� shall have bracing instclletl per BCSI sections B3, B7 or BIO,os applfcn Ale. Apply plo tes,5'each Cote 10✓3 1 1'. ,�r.•3,^1Q- r , LL PSF //I I -\ , of truss and pari tion cs sl'•own above antl on the Joint De tall s, unless mated otherwise. Q "`-�,. ` �, G`—' I I•� �� ~ Refer tc drawings 160A-Z for stnndnrd plate ppsitions. X + /�, F.,1 w !., ?�! AN ITW COMPANY Alpine,a division of TWA Building Components Group Inc. shall not be responsible For any deviation from i r v it- `moi'-'til rr 'C T, LD. PSF this drawing,any Failure to build the truss in conformance with ANSI/TP1, or for handling, shipping, 4 0 :'!j i!'•.1 ' /I-I A installation S bracing of trusse < l', 1 A seal on this drawingcove listing this drawing, c tr'l=.. ,�." or r page g ww,e indicates acceptance o T professional onal 1 .,.,-1 k engineering responsibility solely for the design shown. The suitability and use of this drawing (r� o L�_=:� I ,<? ''DUR. FAC, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. <0 '(J2 I?- `y 13389 Earth Lake MontDrive For more information this job'sgeneral notes pageand these web sites: • EarMCity,M063045 _ _ 'rX SPACING 24" ALPINE: www.alpineitw.cor, TP1:e www:tpinst.org;SBCA: www.sbcindustry.org; ICC: www.iccsa-e.org w'(I`•'j.' lbw>a NI I 10/31/2014 CLR Reinforcing vernoer Suostitution T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf. is specified on a truss design but an alternative web L-Reinforcement: or reinforcement method is desired. L-Reinf. ,O 411411Apply to either side of web narrow face. ,� Attach with 10d (0.128'x3.0',min) nails , at 6' o.c. Reinforcing member is , Notes: a minimum 80% of web , member length. ,, This detail is only applicable for changing the specified CLR ,� shown on single ply sealed designs to T-reinforcement or , L-reinforecement or scab reinforcement. ir Alternative reinforcement specified in chart below may be conservative. MN For minimum alternative reinforcement, re-run design with appropriate X reinforcement type. T-Reinf. L-Reinf. Web Member Specified CLR Alternative Reinforecement Scab Reinforcement' Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows . 2x6 2-2x4 No more than (1) scab per face. MI Attach with 10d (0.128'x3.0',min) nails 2x6 1 row 2x4 1-2x6 at 6' o.c. Reinforcing member is a 2x6 2 rows 2x6 2-2x4(310 minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6()K> Scab Reinf. • T-reinforcement, L-reinforcement, or scab reinforcement to be same ' species and grade or better than web member unless specified otherwise on Engineer's sealed design. I OLE) Center scab on wide face of web. Apply (1) scab to each face of web. NM ..WARNINGI..READ AND FOLLOW ALL NOTES ON THIS DRAVINGI TC LL PSF REF CLR Subst. .IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating,handling.shipping.Installing and bracing. Refer to and TC DL PSF DATE 10/01/14 ' follow the latest edition of BCSI (Building Component Safety Informotion,by TPI and MA/for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord a.0 -'1;+�....� BC DL PSF DRWG BRCLBSUB1014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral estroint of vebs p2,� ---,-;....-.7.:7,1, (1 I ��g + shall have broc ng Installed per SbSI sects on B3, j of B10, I opplksble. Apply plates to each face y '; z.41- ILL I 1 of truss ppsitlo as shown:Cove ana on the Joint Details,unless notes otherwise. O�r` i LL PSF 1 Refer to drawings 160A-Z for standard plate positions. '� el, \. + Alpine,a division of ITW %Aiding Components Group Inc. shall not be responsible For any deviation from l' , r�� 't Vic+ LD. PSF AN ITW COMPANY this drawing,any failure to build the truss In conformance with ANSI/TPI 1,or for handling, shipping, 10/3,, 0`T'. �;.� Installation 6 bracing f trusses. "' �= '" �� A seal on this dressing or cover page listing this droving,indicates acceptance of professional N * J la fA'i 1 engineering responsibility solely for the design shown. The suitability SI of this drawing - _ IL1 16eat FAC. for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sect. < (= G �`'+;''. '3 Z 9T. EarthLakefront Drive For more Information see this Job's general notes page and these web sites. < I'S% " 3 /d5. Earth City.MO 63045 w I* d%>w� Ti. �3 CIN G ALPINES wvW.olpineltw.coml TPI.www.tpinst.org!SBCA�w w.sbcintlustry.org; ICC www.i<csofe.org y <\` d1 O� U50p'a. `` . 10/31/2014 • is I i ``,r0G4 64 BUILDING PERMIT TO CONSTRUCT MAJ ALT-STR&ADD-1&2 FAMILY °RPpRATEO'�9�< Permit Number: 20140852 Date: September 25, 2014 Permission is hereby granted to the below owner or contractor for construction in accordance to application 20140610 together with plans and specifications hereto filed and approved and in compliance with the provisions of the Codes of City of Saratoga Springs,New York. Permit Issue Date: 09/25/2014 Permit Expiration Date: 09/24/2016 • LOCATION PERMIT CLASSIFICATION Sect/Block/Lot: 178.44-4-33 Permit Type: B BUILDING Street: 32 HORSESHOE Work Type: 10 MAJ ALT-STR&ADD-1&2 FAMILY Zoning District: PUD PUD Prop Usage: R-3 RESIDENTIAL- 1 &2 FAMILY Occupy Class: R Const.Class: VB OWNER CONTRACTOR PAULA TURNER GALARNEAU BUILDERS,INC. 32 HORSESHOE DRIVE 526 MAPLE AVENUE SARATOGA SPRINGS,NY 12866-2296 SARATOGA SPRINGS,NY 12866-2296 518-471-4805 518-587-8191 APPLICANT GALARNEAU BUILDERS,INC. 526 MAPLE AVENUE SARATOGA SPRINGS,NY 12866-2296 518-587-8191 Total Value of Work:44418 Total Square Feet:314 Number of Dwelling Units: 1 Application Date:08/26/2014 Permit Issued By:DM Permit Fee: $147.10 Scope of Work: 32 HORSESHOE DRIVE-ATTACHED GARAGE Comments/Conditions: ATTIC ACCESS REQUIRED. r I r I Assistant Building Insp ctor �,(u,:, APPLICATION FOR BUILDING PERMIT - '% CITY OF SARATOGA SPRINGS I n 5 .-4-4:! ' A T ): BUILDING DEPARTMENT File# `') ' City Hall- 474 Broadway 4'( Saratoga Springs, NY 12866 Application# 19O114067► f� '-u"FGR.sTt6 '' Telephone (518)587-3550 Ext. 2511 Fax (518)580-9480 • For Office Use Only Job Site V /YOi?S6skt1 ,liflvili 5,7,� o�r'C ?/.1-4, Permit No. Z 1 : • i . v Date Applied i OW ' Zoning Informati n Issue/deny date • /' Zoning District -"MA 0 Sect-Blk-Lot /7$.4yy- `/- Permit Type-check line that applies: Lot Width Lot Area i esrderr }�New No.of Bedrooms 1s'Floor Area �'---�Addition X No.of Stories / 2nd Floor Area Alteration p Bldg.Height i/ Bastmaf4t-A-pea 4iPRVd Aano Sao sf Commercial-New Yard Dimensions for Principal Building Addition Alteration Front Rear Left Right Change of Occupancy Accessory Building-Distance To Application FeePrincipal Building Left lot line Fee Balance I/ 7 ,/0 Rear lot line Right lot line Owner IAA Ala/ U//AW 01 I U,qt ii �7 Applicant A/'t+fi�6�0rt Ei4i/d15x✓.2 . Address 319. /I secs-hoJ 1)RWI Address 5 !Kock Atdi a 5.441471 piJor Ay. /IB6t .5.144#7 4 k5is /1 `/ . /die( Phone .SIB-4/71-1-10,5"-. Phone 578.-5-k7-819/ v Fax Fax ,SSS '9U $ 75 Email (IttRa g NOaMRTs/ l/,qu6d/ Email &(cA/4 1c /,j`� .Gay) a CID# 1093/55 CID# 03a/ Contractor 6.A/ U N A.51 Design Professional af s/O®hoi? 4 8ovi z/,/�RChd r C. Address ,5;2‘ A k ilami Address 42/ /16N414544 ha 5 41,,l R;�,gs N /0Z ,/, , �/iC J iJIskll, ,) . Aviv ly Phone S/�- 7-V191 Phone Cr'!) a8 '/{agti7 Fax 5.17-SV/j>' ?Caf // Fax (s7) as3-- a%S Email /f'&4/�AP.4Acbta// s Cos'' Email CI e/3 g'N CID# 1 S • 1 ADDRESS/LOCATION .29; Il'�>Q�D hOtf Is the job site in a floodplain..? .410 Is this job sitein a historic district? /1)p if so,DRC approval date Construction Costs • • Is this job site in a architectural.district? /�7 °% Basic Improvement $ .�/�i �p,3 If so,date of approval Electrical $ 3., U/S� Does application requireapproval ZBA approval? /110` Heating $ If so,date of approval. . Other $ Does application require the city planning board approval? M If so,date of approval Total Cost !18oa (Ex: site plan;subdivision `special permit) *Please note that all applications granted approval by the Design Review t:ommisston and/or'the ZoningBoard of Appeals shall expire within eighteen months unless a building permit is issuedand;actual'construction has begun(section 240-7`12) Application is hereby made to the Building Department for the issuance Of:a building..perrnit for.constniction.as herein described,pursuant to provisions.of the Zoning Ordinance of the City of,Saratoga Springs and in accordance with the'N Y titate Uniform'Fire Prevention<and Building Code winchi applicable.to new'construction of buildings;;and to conversions;additions and alienations to buildings.The owner and the applicant agree to comply with all applicable laws,otdinanccs:and regulations and with:all=regul:ations and procedures as explained in.this application,and'will allow.all`inspectors to enter thepremisesfor.all'required and necessary inspections:_ The following regulations shall apply A. This application shalfbe completed and signed by the..property owner grid the applicant;and'submitted to the Brulding:Department. 13. This application must be accompanied by: Plot plan:showing lot dimensions;rusting and proposed'buildings-,or structures on the lot:and.thcir distances to one another as well as:to the lot_lines and all other pertinent details;of the propertl;:a copy Of 71 legal survey is required for :anew construction and may be required at the discretion of the building inspector for all protects as deemed`necessary 2 One complete Set of plans and specifications for the.proposed construction,each plan bearing the,signature and sea!of a New ori.titate Registered arc erect or licensed professional engineer (c.\ccpoon projects where.no structural work is necessary and expenditures are minor,in accordance:with the State Education Lav). For ill new construction.completed checklists shall submitted(see attached). 3. Liabilityinsurance coverage: (a) For.general contractors acting in the capacity of a generalconrrtctor,.1i,000,000•n inimum each,occurrence,with the Ciry of Saratoga Springs named as an additional insured and as the certificate holder(see,attached): (b) for; m homeowners if there is.no;contractor pirucipanon in the project;$300,000 nunimurn and a mmcunum of$1,000.000 contingent upon the protect..Each<application is subject.to Risk and Safety review(see attached). 4, The applicant is iii compliance with the mandatory coverage provisions of the Worl.ers'Compensation Law.and Disability Law (see attached). 5.. Hold Harmless.Agreement. C. Applicaoon fee as required by the City Code and as^calculated by the building department,shall be paid by cheekor money order (payable to 'Commissioner of Finance':) D: Work covered by thisapplication shallnot'commence prior to permit issuance: E: Occupancy of any building or premises to which this application applies Shall:not occur prior to the issuance of a required Certificate,o f Occupancy. F; Any deviation from approved plans must be authorized by the approval.of.revised'plans subject to the same:procedure established for the exanuriation of the original plans by the building department including any'required fees. G. Building Departinent'shall be noufied(rizinunum notice-24 hours in advance)according to thus required schedule of inspections. (Note;:before subsequent inspection.requests will:be.scheduled,:all prior inspections shall have.passed). Secattached. card for required inspections included with building permit when issued. H. The building permit is effectivefor twoyears from the date of issuance unless a different period of time is specified. SIGNATURE OF PROPERTY OWNER DATE ,Z 6//,‘ SIGNATURE OF APPLICANT e,�,.�/2 /e/G ,,, �r� DATE /L`// . 0 ADDRESS/LOCATION 3a NORSitSLeL bejvt SPECIFICATIONS & MATERIALS CHART GENERAL SIZE MATERIAL SPECIFICATIONS OTHER -FOOTINGS /0"k AO" CoNcedfl6 9000 Psi DRAIN NVA going to: -SLAB eav 55/00 psi -FOUNDATION WALL g"k Y''' cp,kRaf6 p psi WATERPROOFING VENT -COLUMNS/PIERS psi -GIRDERS/BEAMS -EXTERIOR WALL STUD szVk ‘" SPr /6" 0.C. -INTERIOR WALL STUD o.c. -FLOOR JOIST, 1St FLOOR o.c. -FLOOR JOIST, 2nd FLOOR o.c. -CEILING JOIST o2 k/a'/Puss X64 O.C. -ROOF RAFTER a2bk / o.c. -COLLAR TIES /Twss��� o.c. -RIDGE BEAM c2"k 42 fjTpu -FLOOR SHEATHING -WALL SHEATHING AP 058 OSA -ROOF SHEATHING % " os8 os8 UNDERLAYMENT INSULATION SIZE MATERIAL VAPOR BARRIER R-FACTOR -FOUNDATION -OUTSIDE N006 -FOUNDATION -INSIDE iJeia -UNDER SLAB Nom! -EXTERIOR WALLS NON' -CEILING/ROOF N da FINISH WORK SIZE MATERIAL UNDERLAY OTHER EXTERIOR WALLS y'' v:�/ S/• INTERIOR WALLS5�o6)/Z� Glad/ Ad FLOOR ✓I CEILING w ari &Mid ROOF R0049 Siq *3e 4#4111;1416ii:lifr41-0tele-Sjt o.vf li//i4. S MISCELLANEOUS SIZE MATERIAL SPECIFICATIONS OTHER 3 • ADDRESS/LOCATION 3d iheasoc .Llev6 HEATING SYSTEM PLUMBING- #UNITS&VENT SIZE TYPE NA FUEL '14 SINKS NJ/; LAVORATORIES VENT-MATERLAL SIZE TOILETS 'VA TUB/SHOWER SEWER-TYPE-CITY NAA PRIVATE N/A DESCRIBE(DRAW ON SITE PLAN) WATER SUPPLY-CITY N/A PRIVATE N CHIMNEY AND/OR FIREPLACE:MAIERLAL N/A FLUE SIZE GARAGE TYPE:ATTACHED DETACHED / UNDER NC).CARS GARAGE/DWELLING SEPARATION :DOOR TYPE SLI HR.FIRE RATING I 1\IA I ERIALS: (50 f'' ) HR.FIRE RATING PORCH: FOOTING AVA FOUNDATION IVA PLEASE PROVIDE A BREIF DESCRIPTION OF WHAT THE SCOPE OF WORK IS TO BE DONE: 6'V' Ad,& • 4 ADDRESS/LOCATION . 3j. /100.63404 Awl LOCA l'E MAIN BLDG,ACCESSORY BLDGS,AND ANY ADDITIONS,GIVING ALL PERTINENT YARD DIMENSIONS REAR LOT LINE /n 14 3 O ft. • REAR YARD • ft. • • LEFT YARD RIGHT YARD *ACCESSORY ft. BUILDING , ft. N// LEFT RIGHT LOT LOT LINE LINE 10K490 DISTANCE SEPARATION /07•1/ft. ft. • LEFT YARD * MAIN RIGHT YARD 4 ft. BUILDING �— O•J ft • FRONT YARD ft. • I 41 FRONT LOT 5LINE / 0)ft. > I . ...t • BUILDING PERMIT SUBMISSION CHECKLIST ALTERATIONS COMMERCIAL BUILDING O PROJECT SITE ADDRESS 8 i DIYS ZONING DISTRICT ? ' ' U.D CHECKLIST PREPARED BY:<1.e4014 tat hilad..Lc, PREPARER'S PHONE NO.:(S&.`> J9/ ALL ITEMS BELOW MUST BE CHECKED EITHER"YES","NO","N/A",or"PBA" (pending board approval- only where applicable).A separate checklist, must accompany each application for a building permit. All items checked "YES"shall accompany the application form at the time of submission to the building department. Until the application is deemed complete it may be rejected by the building department and returned to the applicant. Acceptance of a permit submission as complete does not imply or guarantee that a permit will be issued. YES NO N/A PBA 1. Building permit form completed and with required signatures from the property f owner and applicant. . 2. Permit fee to be determined at plan review � 3. Energy code compliance report,bearing the seal and signature of the N.Y.S. .-. L licensed professional engineer or registered architect. / - Specify compliance path: /v//4' ✓ 4. Energy code inspection checklist. A/ /A ,' 5. Septic system permit application form completed and with signatures from the / .__,�- v -:1`. property owner and the contractor. 6. Site plan approval from Planning Board. 7. Special permit approval from Planning Board. •1/- 8. ✓8. Architectural review approval from: Planning Board ® Design Review Commission 0 9. Historic review approval from Design Review Commission. 10. Zoning Board of Appeals approval. 1.,--- 11. /11. One complete set of building plans, each sheet bearing the seal and signature of , - the N.Y.S. licensed professional engineer or registered architect. The set shall include, but not be limited to the following drawings: (a) structural plans; (b)floor plans-all levels; (c)cross-sections; (d)details;(e)elevations;(f)schedules;(g) HVAC;(h) electrical;(i)plumbing;(j)codes specifications; (k)fire protectionx systems; (I)complete code summary , 12. In accordance with section 1704 of the Building Code of New York State, a statement of special inspections shall be prepared by the registered design = professional, to include: a complete list of materials and work requiring special inspections; the inspections to be performed;and a list of the individuals,approved agencies or firms intended to be retained for conducting such inspections. 13. Other: / t. FOR STAFF USE ONLY: SUBMISSION ACCEPTED FOR REVIEW r r . ,DATE__A&X__I____ TIME REVIEWED BY(SIGNATURE) r ` Uu REVISED 6-13-12 07/24/2008 THU 9:28 FAX 518 785 4325 Kenneth Schwartz PC008/008 37/081200 14:07 5185880423 KPA PAGE 1121 k►2 01/150/2e08 12;15 51135eE94e0 CITY IF StnnT( A M; few. 61191 °`" ZONING BOARD OF APPEALS -' CITY OF SARA'IOGA SPRINGS .. '' ";' av aa(1,474 • M S611g01)1 Springs,Nov York neve p8-58J5A eta •` •,818711 RIX IN THE MATTER OF THE APPEAL OF Joan Stapleton ' 32 Horseshoe Drive Saratoga Springs,NY 12868 • from the determination of the Suitdiing Inspector lnvoivm$the premises at 32 Horseshoe Drive,in the City of Saratoga Springs,New York being Section 178.44.Block 4,Lot 33, outside district,on the Assessment MAR d City. . WHETS PP ' heeingappliedforanareavarianceiundertheZoningOrdinance of said City,as amended,to c onshuct a dock at the rear of the existing detached singldarle family residence building In theVrtiageatSaratoga Planned Unit Developmentmend an the 25th due public notice having been duty given of a hearing on said app�'n • day ofJuly 2001. . . WHEREAS,atter due consideration,the Board makes tyre following resolution end finding of fact • The area variance for relief of the rear yard setback from 40 feat to 34 feet as shown on the auibrretted plans be granted for any or all of the following reason:: 1. The applicant has demonstrated this action is the minimum variance which would alleviate the Mailable. . ' 2. The granting of this area variance will not have an adverse impact on the essential character of the neighborhood because this property hacks 20 Crescent Street and this addition will not Impede on the required feet no cut zone. Dated:July 25,2001 Adopted by the following vote:5 Ayes:0 Nays ZONING BOARD OF APPBAi S OF 17-IE ' CITY OF SAFtATO( A SPRINGS,NEW YORK • 1_2Z—dl Bate Chair I hereby certify the above to be a full,true and correct copy of a resolution duly adopted - by the Zoning Board of Appeals of the Cfty of Saratoga Spdngr on the date above mentioned,fete members of the Board being present. • 0•E •O • ' d ' /rat i/ - swam { �4t� rPOG4 �,Af:. f3ilLMour� CITY OF SARATOGA SPRINGS U Q lam. ZONING BOARD OF APPEALS Kev(t~ a. Ka�la.w ; 2• •'• Ada vw M�Ne i u J _ ,••••,•• „., GTY HALL -474 (ROADWAY Searaafy • j'it 'E SARATOGA SPRINGS, NiEYORK 128(0(0 Gary Hasbrouck, �RPORATED kq� PH) 518-587-3550 FX) 51-8-580-9480 Gunge,"Sk,ih%' Car(4 Oksa.cna,Lucid. WWW SARATOGA-SPRINGS.ORG JarxesHelicke, Appeal#2767 IN THE MATTER OF THE APPEAL OF PAULA P. TURNER 32 HORSESSHOE DRIVE SARATOGA SPRINGS,NEW YORK 12866 From the determination of the Building Inspector involving the premises at 32 Horseshoe Drive in the City of Saratoga Springs,New York,being tax parcel number 178.44-4-33 in the Inside Tax District, on the Assessment Map of said City. The appellant having applied for an area variance for construction of an addition to an existing garage and construction of a new deck, seeking relief from the rear yard setback requirement in the Village at Saratoga Planned Unit Development District and public notice having been duly given of a hearing on said application on May 12, 2014. In consideration of the balance between the benefit to the applicant with detriment to the health, safety and welfare of the community, I move that the following variance for the following amount of relief: Required: Existing: Proposed: Total relief requested: Minimum Rear Yard Setback: (Crescent Street) 40 feet 34 feet 29.4 feet 10.6 feet(26.5 %) As per the submitted plans or lesser dimensions; BE APPROVED for the following reasons: 1.)The applicant has demonstrated that this benefit cannot be achieved by other means feasible. The applicant has stated that lots in this planned unit development district"are close together, so the width of the garage cannot be expanded and the rear of the lot abuts Crescent Street making it infeasible to construct a detached garage.” 2.) The applicant has demonstrated that granting this variance will not create an undesirable change in neighborhood character, or detriment to nearby properties. The application states the appearance of"the proposed expansion will be barely visible from the front. The proposed expansion is consistent with the existing design of the home and will not present an unfavorable view from the side or rear. In fact, a number of homes in the development have tandem garages such as the one proposed. The rear of the property abuts Crescent Street, a public road, and the proposed expansion will have no impact on neighbors directly behind the home." 3.)The variance may be considered substantial;however,the proposed setback exceeds the existing s . setback by only 4.6 feet. The applicant has indicated that every effort was made to request the minimum variance needed to achieve the desired effect. The proposed additions would not encroach into the 20 foot no-cut buffer area along the rear of the property. 4.) The applicant has demonstrated that granting this variance will not have an adverse physical or environmental effect on the neighborhood. The application further states that"if anything, granting the variance will help to alleviate parking problems that have become increasingly troublesome to residents of the development." 5.) The request for relief may be considered a self-created hardship. However, self-creation is not necessarily fatal to the application. Conditions: • • The Village at Saratoga HOA issued an approval May 12, 2014. Adopted by the following vote: AYES: 6 (K. Kaplan, A. McNeill, G. Hasbrouck, S. Carlson, O. Ludd and J. Helicke) NAYES: 0 Dated: May 12, 2014 This variance shall expire 18 months following the filing date of such decision unless the necessary building permit has been issued and actual construction begun as per 240-8.5.1. Date Chair I hereby certify the above to be a full,true and correct copy of a resolution duly adopted by the Zoning Board of Appeals of the City of Saratoga Springs on the date above mentioned, six members of the Board being present. • RECEIVED NAY 15 2014 ACCOUNTS DEPARTM Tz { sC5 1-foE L OT s(2r Sr 5c 5799 SF ESE Ss 5S vnl4S 1.1?( ,.,M int) zs/5 ' 1 ?, 5 IDE T SCd l o' z " -314- 9F -FA*1- ed-7• I o &ss E' FEE a moo- . Building Department A.l REVIEW CHECKLIST-Residential Property Address: 3Z -f4oRSES OE bR. Date: Q 24/4 App#_ 2o(Ac*I'O ZONING WIND•WS ❑ SETBACKS ❑ N' . : • (R303.1) ❑ LOT: SIZE/WDT/% OCC ❑ EM S (R310) ❑ FLOOD PLAIN ❑ ETY GLA NG (R308) ❑ WETLANDS STATE/FEDERAL ❑ FIRE APPARATUS ACCESS GARAGE ,�- RATED DOOR W/SC (R309.1) DESIGN CRITERIA(R301) Ls•-'SEPARATION (R309.2) G $3SL-50 PSF C3'SLAB/POLY(R309.3/R506.2.3) • WINDSPEED-90 MPH MISC. INTERIOR FEATUES ENE' , Y ❑ - • - VE D (R303.3) ❑ RGY CODE CERT (E401.3) 0 SMOK ECTORS (R313) ❑ NSUL• •. 0 C• + TECTOM(R313) ❑ Ti ERMAL BARRIER/FOAM PLASTIC (R314) FOOTERS ,B� SIZE STAIR aYS C�DEPTH 0 ST' rTS—T,R,N (R311) )EINFORCEMENT ❑ H• DR• S (R311.5.6) ❑ 'NDINGS 11.4.3) FOUNDATION 0 GUARDS (R312) .0e1"---SOIL TYPE (R401.4) ,CVALL HEIGHT/WIDTH ROOF 12-.''11:E.NFORCEMENT er COVERING ANCHOR BOLTS (R403.1.6) i?r- ICE PROTECTION (R905.2.7.1) 2- SHEATHING BASEMENT/CRAWLSPACE ❑!V " -ATION ❑ PADS & POSTS a ATTIC AC - -®—SLAB & POLY g--EGRESS POR S/DE, S ❑ WNG VEN 4840 &1) 0 r AC' 0 NTS & FLASHING FRAMING S PPP RSA ❑ T FENCING PALLS INTERIOR/EXTERIOR CONSTRUCTION ENTRANCE ,� EADERS/BEAMS Lam- ROOF TRUSSES/RAFTERS OTHER CEILING HEI -HT R305 ❑ ❑ 'O• S 0 o S',-•IRS 0 ❑ :,AS— ENT ❑ o "UNDER BEAM/DUCTWORK ❑ Reviewed by: IJ- M (LLE Date: 9/447.1 Appendix"E" f}4EK0-74-E: Gi}�jCF'C, (!_( 1 AREA&BULK SCHEDULE _ VILLAGE AT SARATOGA PUD fh.)0 e`l-cp `,J o-7(av bk L,4{Z i*S c.13 v.ivewA\ Minimum Maximum Yard Minimum Yard Principal Accessory Decks&Patios Accessory Building Lot Size Dimensions Dimensions Buildings Minimum Distance Minimum Distance to: G?1'r-( Principal Minimum Skle Lot Rear Lot Minimum Mean Garage Building One Total First Floor Maximum Principal line or no line or no Principal Side Lot Rear Lot Percent of Area Width Front Front Front Rear Side Side Area Height Building cut buffer cut buffer Building line line Lot to be Use sq.feet (feet) (feet) (feet) (feet) (feet) (feet) (feet) eq.feet (feet) (feet) (feet) (feet) (feet) (feet) (feet) Permeable Single Family 3 6,000 160 25 20 6 35(A) 6 10 1,100 40 — 6 6 6 5 5(B) 35% Detached Dwellings. (at foundation) (at foundation) C50 foot wide lots D 4 8 (at eaves) (It eaves) Two Family 6,000 50 25 20 6 35(A) 6 10 1,100 40 — 6 5 •5 5 5(9) 35% Duplex Dwellings (at foundation) (at foundation) 50 foot wide lots 4 8 (at eaves) (at eaves) Single Family 4,000 40 26 20 5 36(A) 5 10 560 40 — 6 5 6 5 5(9) 35%) Detached Dwellings (at foundatkn) (at foundation) 40 foot wife lots 4 8 (at eaves) (at eaves) , Note: (A)20 feet for lob#21 thru#27 and#33 thru#39 40 feet for lots#81 thru#107 4. (B)No accessory buildings permitted on lots which backup on Crescent Street,Vanderbilt Avenue,Oreenrldge Cemetery and the State Park land. N� I HORSESHOE DRIVE cuRB N 76'30'43" E • HYD 12.02 R=177.50' wso i5,15) L=33.13' 7. ONCRETE C=33.07' 510E310 n `1 MONUMENT N81'51'40"E — 5 E PCK ' ELEC. � CIRS' BSG•I, 7.4 I25' MAX. BLDG. cp 0 SETBACK. 1F � � � ASPHALT j \ C 1.... I DRIVEWAY o PORCH PORCH o N \ EXISTING � , 10 HOUSE .' 1 0 ROOF , 27.2 ` 1' `NG --t I __ -- ` `\ `, _, `\ WOOD FRAME 2 STORY GAS �� EXISTING OT 34 7.211 c---A2.6 \ \' HOUSE ELEC\ ` ` (PER LMAP REF.) HOUSE 3 " \ \ GARAGE\ `\ $`\ \\O \\ LANDS N/F 'SA RICHARD A. SPARANO „ >d \` `w w\ 1 �� o `l \\ L 1619, P 41 N ` \ 0 5''SE ACK O — — -� Z ..a5' "`v.)_ , 1 NEW• 1�i� .„ o 010ECK. RSZBNA� iRE O AGON ,� E E �' o LOT 30 . C+�A SLAB r��+ (PER MAP REF.) x OVERHANG EXIST. POND .20..140-00VD ER LANDS N/F mIKEVIN & MICHELE MADIGAN 4 --------AREA= L 1722, P 2045,799±S.F, LOT 32 ..-•-.----".... 0 V-) 0.13±AC (PEMAP • - PICK tjc:RESR . *;;CIRS 2.5' 7610'33" W 40110 28.10' R=687.75' 'clRs MAP REFERENCE: �/ L=36.90' C=36.90' MAP ENTITLED "THE VILLAGE AT SARATOGA, PLANNED UNIT DEV. S78'02'46"W ��� DATED FEBRUARY 23,PHASE II" BY N19 9E 0 LAST REVISED MARCH 31ZZE, LLC, ARCH. AND ENGINEERS000 AND �1�r S�g FILED D INATHE MASARATOGA COUNTY CLERKS OFFICE ON APRIL 10, cg6sC NOTES: 1. Base mapping prepared by ABD Engineers & Surveyors from a MAY 2008 field survey. 2. Survey shown is subject to any subsurface easements, . restrictions or conditions that exist, if any. 3. Underground utilities are shown from field location if possible. Others are shown from record data. Their exact location may be different from that as shown and others may exist. 4. This survey has been prepared in accordance with the code of practice for land surveys adopted by the New York State Association of Professional Land Surveyors as last revised July 1997. UNNIS SURVEY PNOLONS OR ADDITIONSFSECT ro MAP SHOWING NIS SURVEY uAP IS A NOLAnoN OF SECTION 7408 OF WE NEW YORK STATE EDUCATION LAW,COPIES OF CiTHIS SURVEY NAP NOT BEARING LAND SURVEYOR'S PROPOSED GARAGE ADDITION EMBOSSED SEAL SHALL NOT DE CONSIDERED TO DE VAUD COPIES. CERTIFICATIONS P INDICATED OR HIS BEHALF HERFON LOT 32 HORSESHOE DRIVE SHALL ONLY RUN TO THE PARTY FOR WHOP THE d" SURVEY WAS PREPARED.*ON HIS TO THE CO ADDITIONAL PARTIES USTED HEREON.CERTIFICATIONS ARE NOT TRANSFERABLETOADDITINAL POR LANDS OF PAULA P. TURNER SUBSEWENT OWNERSSNOT US7ED HEREON. formerly known as PAULA P. FITZ CITY OF SARATOGA SPRINGS COUNTY OF SARATOGA o / STATE OF NEW YORK W G__- / W D ENGINEERS 13 III Schenectady, N.Y. 12305 SURVEYORS 411 Union Street 518-377-0315 Fax.518-377-0379 DATE: SCALE: DWG. SHEET OF oZ TODD WESTERVELD, P.L.S. APRIL 4, 2014 1"=20' I 3870A—PROP I 1 1 N.Y.S. LICENSE NO. 50319 CERTIFICATE OF OCCUPANCY N° 4123 CITY OF SARATOGA SPRINGS, NEW YORK ff ( l Building Permit No. I 53 ! Date Issued R b i i co Owner 1)f'4 a -Ho viE5 I Pst Address . tiotzSes Cid PRI V Tax Map l.D.Number This is to certify that the Ly '$(f i L' l G- named above is in compliance with applicable codes, ordinances, and approvals, and is ready for occupancy as Cl De7f}cA Sd N N'i l lam`{ Sl��''t`aCti The llowing items are conditions on issuance of the certificate: C.01411 I iJ 6 e iJ-T v (.). OMPA.%'11 O SITS d MPCot N't � A1,P A-c-c 7Au or f • "tb4 S- ?' 13Y E- c-t h Date ..lve1 a B Iding Inspector 1k— ::. ._.- ,...:`.-`� u:h,.>7.;is„w..":"r'8°:.', ".-'...�°.®a„oc`zeo""_'_ .. _....-•-,-<„„�;s �;-% . • CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT (518)587-3550 INSPECTOR REPORT Job Site 3 . RsESi-W L 'bc2 Permit# 19 5 3 1 File# \ 9 S-3 Footings Foundation Insulation before before Rough Rough before Septic Other a Concrete Backfill Framing Plumbing Sheetrock ''lf.)-1v--1 vy L4..5 �orL 3 '' S"i-t.. C- ' -41'--' I3 J w5 i K)c_ c..,7 jZ-Y.. 4 0k-e_ c.,e(A.4 S-c-N1 f. `/•./ ..0 M 9-- VI EMI 1 `flL F-JIZ C.0 . i..J1Ti4. k-cf`-f-ra 1'assed Reinspection Failed Required Stop Work Inspection Date 3 , ( 01 Inspector `io0. -1-ii(; lc CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT (518)587-3550 INSPECTOR REPORT Job Site 3 2 14 2J( S Plow_ D? Permit# ( ?531 File# l 53 Footings Foundation nsulation before before Rough Rough before Septic Other Final Concrete Backfill Framing Plumbing Sheetrq R ( -1 PC3 LAC( - Z-,,A.l«..S (-2,3e ie4rApT - Com],'-1 S C'k- sickt:c-orzecile, i/ Passed Reinspection Failed Required ` Stop Work Inspection Date �- t 3 6 I Inspector 13'B. 14(UC(E'j` CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT (518)587-3550 .0 INSPECTOR REPORT Job Site 3.2.. i //O& , Permit# q 5 3 ( File# I ` 53 Footings Foundation Insulation before before Rough Rough before Septic Other Final Concrete Backfill Framin Plumbi g Sheetrock - g?)A,3.-_.__ v it.. ,_ ,_--- r_-r v/" a'J7/q1 Ai 330/ ). i\)_ 1(---0-141?). --- Jo- - Lc t= Q L f I M f v,vvcz \ -- ,rte ,,,,hc -q--)6c g cw, R_ 9.9 osiz-' (_ l i-4- ) ,c4 1� j- -5 4 E..IZ 1- 114-FSA FC0 ice' QR\t. F. -- \ /( € �_ Nfrr) -_1 '_ ... -_ 7--'-,)1g_ ),A-71- 1�t' Passed t ,.D�z Reinspection Failed --�' Required Stop Work I Inspection Date q 2 C v� Inspector '•� 4 om.. i CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT (518)587-3550 INSPECTOR REPORT Job Site 3 2" «LS( G� VR-i' Permit# l 9 73 ) File# q Sr 3 Footings oun a' Insulation before before Rough Rough before Septic Other Final Concrete. ackfill Framing Plumbing Sheetrock P.Sv-I3-`, nL Classed') Reinspection Failed Required Stop Work Inspection Date O 12-141 eV InspectorC-14151.. Q 4 fia. CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT (518) 587-3550 INSPECTOR REPORT Job Site 3 Z KO(Zs-e-114‘)E. Viz. Permit# 153\ File# N 5 31 Footings Foundation Insulation before before Rough Rough before Septic Other Final Concrete Backfi Framing Plumbing Sheetrock 'RE1,1c)t X.c. c...01...,c at=-r(s s y7 i L,L4A 6 IST Com" c n L: FP-aw—t of G INdziftt CSC Passed Reinspection Failed fired ' t Stop Work Inspection Date ( f2_ fc Inspector ¶ 3 r1JCfc CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT (518)587-3550 INSPECTOR REPORT Job Site `� ' I" `"SSS Diz1aPermit# / S's / File# I '1! 3 I Footings Foundation Insulation before before Rough Rough before Septic Other Final Concrete Backfill Framing Plumbing Sheetrock /14 1 0 ``_ . << t — 6.3/ 3 1441 R.tlen-a,s G01‘Yrt tvvouS (12 — X y- )( (L (7 i7 6'Pr-Ps 1 Of C.dfuslie- Cr i& p ,-- ) 6- cc -R.-an,- Passed Reinspection Failed 1/4......____ Required 0,,L,: Stop Work Inspection Date /0 /D �� Inspector CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT (518)587-3550 INSPECTOR REPORT Job Site '7" 'Z 17Aje Permit# 6:3097,54 File# c33 Footings Foundation mutation before before Rough Rough before Septic Other Final Concrete Backfill Framing Plumbing heetrock .� UVJ S kAi ` Le6eetLIS ttml c `:i 6-17,'v 'CO Passed Reinspection . Failed Required Stop Work Inspection Date r �1 �Ctter. Inspector e/ CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT (518)587-3550 INSPECTOR REPORT Job Site I r 1= Permit# e22. 4 File# 'i Footings Foundation Insulatio before before Rough Rough before \� Septic Other Final Concrete Backfill Framing Plumbing Sheetrock Passed Reinspection Failed Required Stop Work Inspection Date !`. ) ' -." . Inspector ' t t r l CITY OF SARATOGA SPRINGS ` ' • " a ,.. " BUILDING DEPARTMENT (518)587-3550 • • o1', INSPECTOR REPORT Job Site (146G,: t4v b. -**Cial): Permit# 4.054 File# f'' j' t, a : Footings Foundation i-a "' Lu` nsulatio before before Rough i -, ,""l ough',..:,,,/, before Septic Other Final Concrete Backfill, .. m''<. Framing Plurii,ing Sheetroc A.".6,h--. }r I ' >+f ref d.4 l''' qqq��� ,* 8�' ' floe Rr1' -. 4 T i i Passed Reinspection .. Failed Required Stop Work Inspection Date est.).$71 (14:7 409E. Inspector `-- -.46t,11t>.1e1 kA 1.+. t CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT (518)587-3550 INSPECTOR REPORT Job Site YL �►�U NOG Permit# /10&--6A File# r5\4 5 Footings Foundation Insulation before before Rough Rough before Septic Other Final Concrete Backfill Framing Plumbing Sheetrock o p Ar c _ kL.1> t0� fg }r ttitui +amu 63L, To kt-5c431-. 1f5 Passed Reinspection Failed Required Stop Work nspection Date �^` �1 "teen Inspector •� �12C'�MiMPI CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT (518)587-3550 INSPECTOR REPORT Job Site 0121 • Ce.40t5 Permit# /1.-CV54 File# (zaV5\ Footings Foundation / Insulation before before / Rough Rough before Septic Other Final Concrete Backfill ( Framiq Plumbing Sheetrock - Passed Reinspection; - Failed Required Stop Work Inspection Date ( 41 i Z. Inspector 4‘....._-..\. i t f/ A t �/,t.: • . CITY OF SARATOGA SPRINGS -- BUILDING DEPARTMENT (518)587-3550 h �.. INSPECTOR REPORT Job Site '9✓1,,. LI k? c ,.t-1,q� "atmos Permit# 40b5440 File# ;1a '4j\ I Footings Foundation Insulation before , before Rough Rough before Septic Other Final Concrete Backfill Framiq Plumbing Sheetrock O '-', •1''rizAvl'_ 1 kocs. • .kms tr itY1.MS 1 . eaJ ear _ :4w .K" rar'J.. = t►.)Srr'A L4..h"ri0.-� '9 I u S\ cx�% .s `_r"1c. 1 Alkfibi., 1gaoar7441.. %..arm `. cam.) v cRx.y. . e"" ...... . ir ..asc �•c is srt. 1, .I.. -,-'A2A t.. t►_)sr o.i Passed (...,.....,Reinspection- Failed Required Stop Work Inspection Date IA.L O •e 4 9 �..L" ?r Inspector �, lbl ra �.. �l.." 5 t CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT (518)587-3550 INSPECTOR REPORT Job Site -4'ice, _ ft, Permit# 64754 File# k 31 Footings FoundationInsulation before before kough Rough before Septic Other Final Concrete Backfill Framing Plumbing Sheetrock OC:o \ _ Stiff,kGt Est—T - " - Passed Reinspection Failed ���� Required 1Stop Work Inspection Date �Lt7oL Inspector ' t1 1 CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT (518)587-3550 INSPECTOR REPORT Job Site Z5[ at. J6 Permit# 'Z100f7File# 1 Footings Foundation Insulation before before Rough Rough before Septic Other Final one Backfill Framing Plumbing Sheetrock 6ca_kpriois 61:04. Ejir rie„,76 4- z/rever—WaS Passed Reinspection . Failed Required Stop Work Ins lection Date Jl. 2l.5 ' Pi2, Inspector ---4EtzvNltdt4 1r-\t .ik . CITY OF SARATOGA SPRINGS FF' • BUILDING DEPARTMENT (518)587-3550 INSPECTOR REPORT Job Site 5 I©�S E-5 4�ig , Permit# ? _ Ok File# \ / 53 outings - Foundation Insulation before before Rough Rough before Septic Other Final Co cret Backfill Framing Plumbing Sheetrock •V—Cv- — EA vs 2.-1:'4"\t•- iG I•' PXGA vrA- i airZ-0--_ \\� J !� ---- Lit. Z '-'C kAK....s, Passed Reinspection Failed Required Stop Work Inspection Date A cgl 1--- 1 2-0G —2-- Inspector ' ''--' _____.____ .."` . 4t, CITY OF SARATOGA SPRINGS ,t4 BUILDING DEPARTMENT (518)587-3550 INSPECTOR REPORT -. Job Site 3 Z )-___0 g.._s e_5)-10E, g , Permit# File# \ ... . ,:::: - Fobunefdation , Rough Colicrete Backfill 1 lA., Rough -,t-;, before Septic Other Final Framing Plumbing Insulation ( Sheetrock / 0 , ....., i. , . 1\ Lt °' c ./Ak ,,_ •. . — ..., .,„0, ... ..,,-• ,• -,... - • •,,„ ,c-- , T i Reinspection Failed •-.,.,„...--- Required , ,...:..,....s....... .._z47t..k5i,..6 Stop Work Inspection Date A- eki,....... i. Inspector t cetR _ • • CITY OF SARATOGA SPRINGS lo BUILDING DEPARTMENT (518)587-3550 INSPECTOR REPORT Job Site 5Z. 140 RS Es hie E. I?l U Permit# 20 f ga File# 1 q .----- / 'ootings Foundation Insulation befor before Rough Rough before Septic Other Final ncrete Backfill Framing Plumbing Sheetrock G -jr-1-25 em Cwsc e t s g: At kt-r-s cT 41-1 ---- II v. Cb escg-sem. I'- ,-.0 -c..— C>rcc,qr2. ,AuA,rg c� �Rcs-i L.0<.^-i" i� vn.,., v),..:FkK\ Passed AS Reinspection Failed c� Required Stop Work = Inspection Date wI L.... / aoc Z Insspector -..�L x . }' '''.'-''''ZA„•-..iit CITY OF SARATOGA SPRINGS ..*-4 BUILDING DEPARTMENT (518)587-3550 INSPECTOR REPORT , , Job Site 32_ t•-i0 KSEs#0 E ,i)A?1 0 t Permit# 2 tO/gS' File# /q ----- ./ ootings b.--;o--"r 0 oncrete Foundation before Rough Backfill Framing Rough Plumbing Insulation before Sheetrock Septic I Other Final c--- _C--4—, --- ).--)9 --x--t:se._ 01'55 e I ts g F)q-Au(1-,--it:.,--_. i---- ., .._ V:),.•-.7i-G • PC-i, -' _- QGG‘Q-- c , C - s r I-4/ 2.. ' e.--,417z I A C-c.., C (-2- C —5 i'b _._r 1-- -.1 IT A i .._\ , - • , - 1.F--)F4';-vn%13 Po; . , ----9 . PassedAst \-E. Reinspection Failed Required Stop Work Inspection Date /4 W I L.--. 7 2...0c? Inspector / r l iiia of § r ttuga SprrrtL3.o As: BUILDING DEPARTMENT MICHAEL J. 81FFER :.f t\f CITY HALL Building Inspector .;.i?,-.' . Saratoga Springs, New York 12866 ROBERT W. HICKEY Asst. Bldg. Inspector Telephone 518-587-3550 STEPHEN A. HENOERER • Building & Plumbing Fax 518-580-9480 Asst. Bldg. & Construction • Codes Inspector • Zoning . FAX TRANSMITTAL COVER SHEET DATE: 11 iti i06 TO: Scli ,Nix -cv- FROM: `i3ot3 44,c4C '-i FAX #: . Co"1667- 3,0,3 SUBJECT: 32- .435.tAkStioE DAi or This transmission contains 3 pages (including this cover sheet). If you do not receive all pages indicated above, please call 518-587-3550 Ext. 511. . y..`000.� .s�. (nitu of 'aratuga *prirtgu N �; BUILDING DEPARTMENT _ y v MICHAEL J. BIFFER ,,", :+ CITY HALL Building Inspector ,',-0.'.. Saratoga Springs, New York 12866 N`OgPocnrco`9h ROBERT W. HICKEY Asst. Bldg. Inspector Telephone 518-587-3550 STEPHEN A. RENDERER • Building & Plumbing Fax 518-580-9480 Asst. Bldg. & Construction • Codes Inspector •Zoning July 11, 2008 Joan Stapleton 32 Horseshoe Drive Saratoga Springs, NY 12866 RE: Village at Saratoga PUD - Chapter 241.8 Dear Ms. Stapleton: Per your request dated July 7, 2008, I have reviewed the Village at Saratoga PUD with regard to the buffer. The most recently amended PUD regulations state the following about buffers: There shall be a special forty (40)foot setback requirement for the principal buildings along Crescent Street and Vanderbilt Avenue. Within this setback, the twenty (20) feet closest to the Crescent Street and Vanderbilt shall be maintained as a vegetated buffer. An exception to the above, the lot number one (1) shall have a ten (10) foot no cut vegetative buffer and a fifteen (15) foot front yard setback-on the Crescent Street side. There shall be a special thirty-five (35) foot setback requirement for principal buildings along all land adjoining the State Park and cemetery property. Within this setback, the fifteen (15) feet closest to the State Park and cemetery land shall be maintained as a vegetative no cut buffer. An exception to the above, lots number twenty and twenty-nine shall have a five foot side yard setback and no vegetated no cut buffer. The attached garages for homes built on these two lots will face cemetery lands. Within the no cut buffers only removal of healthy vegetation under five inches in diameter, measured at breast height shall be allowed to be removed. Noxious, dead, and potentially harmful vegetation may be removed, regardless of size, with appropriate authorization from the Homeowner's Association, or similar entity. In addition, the developer shall grant the Greenridge Cemetery Association an easement to maintain the no cut buffers along property lines of lands owned by the Greenridge Cemetery Association." (City of Saratoga Springs Zoning Ordinance Chapter 241.8 Section XV) In addition, the Office of Planning and Economic Development and the Building Department conducted site visits on two occasions during the week of July 7th to observe the current conditions of the property. Based on the site visits and the materials that are, available at this time, it appears that the existing configuration of the buffer at 32 Horseshoe Drive is not inconsistent with the adopted Village at Saratoga PUD regulation Chapter 241.8 Section XV. Should you have further questions or comments, please let me know. Yours truly, kea4 Robert W. Hickey Assistant Building Inspector RWH/Ib r LN am' iv _ I pJR. 14e r July 11, 2008 Joan Stapleton 32 Horseshoe Drive Saratoga Springs, NY 12866 RE: Village at Saratoga PUD— Chapter 241.8 Dear Ms. Stapleton: Per your request dated July 7, 2008, I have reviewed the Village at Saratoga PUD with regard to the buffer. The most recently amended PUD regulations state the following about buffers: "There shall be a special forty (40)foot setback requirement for the principal buildings along Crescent Street and Vanderbilt Avenue. Within this setback, the twenty (20)feet closest to the Crescent Street and Vanderbilt shall be maintained as a vegetated buffer. An exception to the above, the lot number one (1) shall have a ten (10)foot no cut vegetative buffer and a fifteen (15)foot front yard setback on the.Crescent Street side. There shall be a special thirty-five (35)foot setback requirement for principal buildings along all land adjoining the State Park and cemetery property. Within this setback, the fifteen (15)feet closest to the State Park and cemetery land shall be maintained as a vegetative no cut buffer. An exception to the above, lots number twenty and twenty-nine shall have a five foot side yard setback and no vegetated no cut buffer.LThe.attached garages for homes built on these two lots will face cemetery lands. Within the no cut buffers only removal of healthy vegetation under five inches in diameter, measured at breast height shall be allowed to be removed. Noxious, dead, and potentially harmful vegetatiorjim,ay be;removed,.regardless of size, with appropriate authorization from,theHomeowner'sAssociation, or similar entity. In addition, the developer shall grant the Greenridge Cemetery Association an easement to maintain the no cut buffers along property lines of lands owned by the Greenridge CemeteryAssociation." (City of Saratoga Springs Zoning Ordinance Chapter 24j.8 SectioniXV) ., )11e ( ry:coli! `£r'c't r3rd v,,, i vi ,,. �: ,....i ilUi i ii? ttc.1 1 �.)'d-t; Itl- In addition, the Office of Planning and Economic;Development and the Building Department conducted site visits on two occasions during the week of July 7th to observe the current conditions of the property. �� .. 14,.uj ;.15) to.thE Stjie I t r - I ` `‘,0'f-cr • „,i)tliie.:r: i Pie cttrachod garaeaosifor holt,„_ Based on the site visits and the_materiials.that are available at,this_time, it appears that.:._ the existing configuration of the buffer at 32 Horseshoe Drive is not inconsistent with the adopted Village at Saratoga PUD regulation Chapter 241.8 Section XV. Should you have furtherquestions or comments,_please.'let me know. Sincerely, RobertHickey ASV-T. 8 v LAO is,. I"%pec-t 4 ,.._, .,.,;J , Incitei,4i:3 ti tat are.. available ai it r, . . ' Hiffei _at 32 Horseshoe Drib t t)I.% i.guic.1t1U31 Chapter2(11.8 JCS t.lol i !Ort,, i riUOHIOr.lt, Or CUrnrtlOrlls,..UioaSe let 111l,' r. . Joan Stapleton 32 Horseshoe Drive Saratoga Springs,New York 12866 518/542-4693 fax: 6880423 stapletonjl@yahoo.com July 7, 2008 Robert Hickey Asst. Building Inspector 474 Boradway Saratoga Springs NY 12866 bob.hickey@saratoga-springs.org Dear Mr. Hickey: I am writing in reference to the above property and the related PUD for the Village at Saratoga. I am the original owner of the property which:was completed in 2001. The house is currently under contract for sale, dtie to close on July 15, 2008. An issue has been raised by the purchaser of the propertyywhich•requires your clarification. Presently, a wood picket fence and a landscaping pond and flagstone patio arelocated in the 20' no- cut buffer zone. Is this in violation of the PUD? I stopped in the office today and Jaclyn Hakes, Principal Planner gave me a copy of the PUD amended October 21, 1997. From my recollection of conversations with prior city planner(Geoff?) there is yet a more recent amended copy on record. At the time, Geoff indicated not only was there no issue with the landscaping project but that the most recent amended PUD allowed for,fences in the buffer, provided no trees were cut. Ms. Hakes quick review concluded there were no violations, she is presently researching to see if there is a more updated plan. -' I am aware that in addition to the City's PUD, the association has by-Laws that need to be adhered to and have researched those:as well. Please be advised that the property also has a deck which was granted a variance to the setback. I requested Deborah Wertheim fax that to me as soon as possible. I would greatly appreciate as quick a response as possible, given that I am due to close in five business days: Thank you very much! ,n,. \l l)lulicl'tyaiid ilii IcI'itlll{ I'i I) . ...,,,,.,i„i, s%,ttll:i.t)! tilt: 1.31'1,1?ci`tV.•1V'IlIC11•\ti•i.1S.l>ullll)i, ,., 'I . Sincerely, i'Uluf;lt't !or:;iul� oLi(' ti) l'It)Sid O ) Jul\ t1:.0 1)!'uiCCzltll!cs Joan Stapleton uran.' a I , iike aping I)I it(i ,uiti ila;��tit�n'c ocltlt f ;tiulr'OI..1i!.;; PI;I').'.;.lY5t,)I)j��dil. 1); 1).,t!11 11tL I.: illiht')Or city pIi-L'lllcl'.((ICt)!C.I)';." \t the.titiic:(1C01.l ll)(Ii tll'll lli;l uo t )1 � ; ;�t !,111 Itu!t II1ti5i rc� iit illY1C1k1C(1 P1:1) . ;. • t(i .. .1 liliac:I.`. 1t illlilC i,,,,.;. 14 � 1 �. � � � � � � �CITY�OF SARATOGA SPRrNGS ZO 1NG�G DINANCE off the premises. BAKERY SHOP: A building or structure utilized for the baking of breads and/or pastries for sale on the premises. BARBER/BEAUTY SHOP: A building or structure utilized for the shaving, cutting, styling or treating of hair, including as incidental uses, additional related cosmetic and/or beauty services such as manicures, pedicures, facials and the retail sale of cosmetic products. It shall not include tanning salons or booths. BARNS AND STABLES: A structure used for the keeping of horses, goats, pigs, cattle, sheep and other livestock, but excluding the keeping of geese, ducks or other birds or wild animals not customarily associated with agriculture, including structures customarily associated with and incidental to the keeping of livestock such as hay bins, corn cribs and silos. BASEMENT: (amended 4/4/00) A story partly underground but having more than one-half (1/2) of its clear height above the average level of the adjoining ground. A basement shall be counted as a story for the purpose of height measurement if the vertical distance between the ceiling and the average level of the adjoining ground is more than four (4) feet or if used for business or dwelling purposes. BATHHOUSE/HEALTH CENTER/SPA: A building or structure utilized for the providing of baths or other treatment to the public in association with mineral waters. BOUTIQUE: A business defined as a RETAIL STORE, but constituting less than 1,000 square feet in gross floor area. BOWLING ALLEY: A building or structure utilized primarily for the sport of bowling, and may include the incidental sale or dispensing of food and drink and the sale or rental of bowling equipment. It may also include video games/pinball machines as long as such does not comprise two percent (2%) of the gross floor area. BREW PUBS: (added 6/7/93) An eating and drinking establishment where certain beverages are prepared on the premise exclusively for on-site consumption. The brewing of such beverages is accessory to the eating and drinking establishment. BUFFER: (amended 8/3/99) A relatively narrow strip of land covered with sufficient permanent evergreen planting (consisting of both trees and shrubs) to provide a continuous physical screen preventing or reducing, as appropriate, visual access from one use area to another and to reduce the noise intensity transferred from one use area to another. ARTICLE I - PAGE 6 • • • COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No. y� Cert. NE 79250 Cut-in Card No. Owner J S 'r' PGP- ' Location 32R-cae ss. 5; Installation Consisting of .314f!re-HI Wa / / 5 ilk re-71 -Ae,es Aid r zwee.azowA46r7-721_6 Installed By O 2S l Al, ezee,r, Lic.No. The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of making p ctions at any time, and if its rules are violated,the Company shall have the rightto rev Ake this rtifi ate. Date d INSPECTOR I Member N.F.P.A.,I.A.E.I. -_ 1 CDolth 1 t w ,. x File No. 1 1``J i�} � '. r APPLICATION FOR BUILDING PERMIT -- CITY OF SARATOGA SPRINGS 9 {� t Building Department, Department of Public Safety �44,7 �,� City Hall, Saratoga Springs, New York 12866 -- (518] 587-3550 ,,,va- ` Application is hereby made to the Building Department for the issuance of a Building f { k Permit pursuant to the N.Y. State Uniform Fire Prevention and Bulding Code for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant or owner agrees to comply with all applicable ordinances, regulations and all conditions expressed laws, s of ae I these P d on requirements, and also will allow all Inspectorstoenter atthe premisesion which e ortthe required inspections. The following regulations shall apply: A. Application must be filled in completely and submitted to the Building Department. B. Application must be accompanied by: II 1 . Plot plan showing lot dimensions; buildings on the lot and their distances to one another and to the lot lines; and a detailed description of the layout of the property. 2. Complete set of plans showing proposed construction and a complete set of specifications. 3. Appropriate permit fee. C. Work covered by this application shall not commence prior to permit issuance. D. Occupancy of a building or premises to which this application applies shall not occur prior to the issuance of a Certificate of Occupancy by this Department. E. Any deviation from approved plans must be authorized subject to the same by the approval of revised plans procedure established for the examination of the original plans. F. Building Department shall' be notified to the required schedule of inspections, whichmshal11lci - ud hours notf advanced] according 1 nc 1 . Foundation footing before lue but limitemited to: pouring 2. Foundation before backfill g concrete 3. Secure surveyors location of foundation and submit to Building Department 4. Plumbing, heating, framing, electrical and insulation before closing in of work. 5. Prior to occupancy, final inspection for Certificate of Occupancy. G. All electrical work needs inspections by and a certificate of compliance from an approved inspection agency. H. The building permit is effective for one year from ' the date of issuance unless conditioned for a lesser period of time. For office use Zoning Information Application No. ID34t Zoning District poi) Permit No. ap Sect-Bak-Lot Ili-Lill -I�3 r Date Applied �, a,� Lot Width _____5:P___________ .T..j-1� r issue deny dateLot Area cPermit type 4 No. of Bedrooms 3 Q�QL,,� 1st Floor Area f a�(p Permit fee A ���I d No. of Stories oZ �- 2nd Floor Area a 6 O-P Bldg. Height Basement Area gi3 Yard Dimensions for Principal Building Job Site 2 Akar._ `s A 0,. . ii J Front Rear Left �� �_ Right_ + Owneroo,n �clple IoZ4/ 1�ccessory Building _ Distance To - Address j::AY Principal building—_ Left lot line 17)rRear lot line Right lot line Phone l�� a5rya_4 3 477-77761m + Applicant aboi, Is job site in a floodplain? Address Is job site in a historic district? Yes no yes no Phone Construction Costs + Contractor Basic Improvement Address. Electrical --- $ Plumbing -- Heating ---- __ Phone Other ---- -_ Comp. Carrier TOTAL COST --�- Policy No $ d�0 � ' IC?EcT77a CA-1Lc, 17_,' 0G 111-15-17-) P1 i Sly Ni-,Q..4r 4 j L7 ? L571511.- i)-67--pasaNKL . -,52. 40 SltoERlV1;-- ') -- - - biti0 --‘, --,...t, , ...).- SNi C tj foo • • N.` • fv-„..*'1 ,,, ‹0 , 1z r 5I 40.04000.01010611 -O�f« L .. 0111 ht (1s wx 10 b ) \17\ SC '. ' ea. p ofkt-h eiAtik5 i'vrt • C-e..1 1 itc . gra Y ° " j • u►,` e -s 0 \ :I 1G cAR G CAA RA9t R i PM.iNC-i-PD 04' se--\--bc\clq . ., ':7:// 7' I‘ ' . , ,Iri/7/rie:,,,-, , , , -.....7.te..c. .11-Fig-Arwsyrlarw,".7:4.1.r.•44.,:grAtigaiw \ y—=_� x Pow 3 2 -2x12 r ,.w, 12 U 1` Soy)o tiles t_ Li V. _________. LI ' 6.101,0 \ ' " ) T DE K `� -1 , f N 5CAftN ,1, a s * j T 4 .xX ;;r ,,. y2"Nei` at � t (y} • '7 �"' • r '' .Ix .°44• PAGE 2 t SPECIFICATIONS & MATERIALS CHART 1 "� ' GENERAL .� ts-1 �w 1 ,; .w�.��� SPEC III J., � CATIONS OTHER fa . FO01'INGS 1111111111111111111111 psi ,4 DRAIN going to: tC SLAB qVirir FOUNDATION WALL psi y ` P s i ,- WATERPROOFING • x '. VENT COLUMNS, PIERS GIRDERS psi EXTERIOR WALL STUD INTERIOR WALL STUD o.c. FLOOR JOIST, 1st FLOOR o.c. o.c. iummium, FLOOR JOIST, 2nd FLOOR CEILING JOIST imummin o.c. o.c. ROOF RAFTER COLLAR TIES o.c. IIIIIIIIIIIIIIIIIIIIIII o.c. RIDGE -® FLOOR SHEATHING 1111111111.1.111111.11111111111111111 WALL SHEATHING 1111111111111111111111111111111111111 . • ROOF SHEATHING INSULATION SIZE MATERIAL VAPOR BARRIER R-FACTOR ..umilmmennue,..", 41. iimmtmorsissiFOUNDATION - OUTSIDE FOUNDATION - INSIDE UNDER SLAB EXTERIOR WALLS IIIMIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII CEILING/ROOF FINISH WORK SIZE MATERIAL M .... .. . ... UNDERLAY OTHER EXTERIOR WALLS IIIIIIlllIllIllIllIllMlmMll \ INTERIOR WALLS 111111111111111 FLOOR CEILING ROOF . 11111 MISCELLANEOUS SIZE MATERIAL 1 ,„y. 5+ �+It i 'fir eV r , 1,',,PA In x' rr Page 3 '11,1:::,143 HEATING SYSTEM N/A PLUMBING - It UNITS & VENT SIZE Nle t 4x" sY t. t• I TYPE FUEL - SINKS LAVORATORIES VENT-MATERIAL SIZE TOILETS TUB/SHOWER SEWER - TYPE - CITY PRIVATE DESCRIBE (DRAW ON SITE PLAN) WATER SUPPLY - CITY PRIVATE CHIMNEY AND/OR FIREPLACE : MATERIAL FLUE SIZE GARAGE TYPE : ATTACHED DETACHED UNDER NO. CARS GARAGE/DWELLING SEPARATION : Door Type Hr. Fire Rating Materials: Hr. Fire Rating PORCH: FOOTING l2" 5oroh bes 4' OWCT OUNDATION ADDITIONAL INFORMATION: d STATE OF NEW YORK ss: County of being duly sworn deposes and says that he is the applicant previously named. He is the owner or and is duly authorized to perform or have performed the said fwork dand to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application and in the plans and specifications filed there- with. Sworn to before me This day of 19 I Sifature of Owner Notary Public County Sijiatu a of A -J •• I, pplica t .i . 4,vwrows °s r #4 :.:#:, ,,,,,74,,,: PAGE -'''''''.41,V; - • ... Date w1 $ Location ,r�r Sa O e Sti1 'Thr Pormit/I'i.l.o No. ` * LOCATE MAIN BUILDING. ACCESSORYVITAS, AND ANY ADDITIONS, � ' GIVING ALL PERTINENT YARD DIMENSIONS. 4 REAR LOT LINE .44 ft -1- t -7-- REAR YARD ft LEFT % LOT I®` LINE RIGHT ft ��w 20 . LOT. LINE / O1 poRA „;_ ft ` ,__ LEFT_ft MAIN YARD `� BUILDING •f-- Rio T...1f t ♦• I FRONT YARD ft FRONT LOT LINE 4S- ft , SLQJ! CO(Apqa-1,142. 1)A0,4?Ad I -...,..: .1.•:-:- p. , 'LI 'Ili 8 (7. FIT WINDOW I NI ill 8rin■111111llid i 'V 'I I ill1_Ili • V - - - lEll . I E L All IIETIP Ell 741*NW' I- litridifirifil litliAtillrimill , ___ _ tifir II ILA iiiiiitatili, 111 dl • MEM di TilliElli • li BIM Mill M1111111•1111 j PAWN 151 V t., ] II •I d a .. IN • 1. _ Lj _ SIN 12'STORM SEWER / O -------------- 0 MANHOLES A ���� , 8'SANITARY SEWER ==4) UOXO` / / j MANHOLE/ N� / f "4,...`r0°‘ F� s _ 8' WATER MAIf`L_ .--00°'.._______..------..../�\�/ OVFyB ,�/ �/ 1O 50/ ASIN -\ iCUB xr .Iq \ � , i17. 5 / \� 'it) /2 13 \\ /`\SIDEWAK 33 / \ o\.-r \ 4Np _ se-I- • 1:ZIP3 W �\ � ' ��% 05 °NG .82' _a , 3 00 � M \F o�\ 1 n / p' 6 \ \ O �� P c°�MUM BLOC SETBACK No t 1OO \ Qv. co \ t. c...,4 % `�J _I a \ m oO \ � \\ N i n� N TN_ \ ^ It;Nb2. \a • _ � �)i , 7.Zl \ \ eco -0 \v / O m / N a' \\ d \� co s\.� s, 6 jB% • co O A �+\ � ca,„)„ \ Fpm 1A\ / ,t--c.N. . .. '14 u'\\‘ ,,. \ o\ g\ \ 'd--- j o , �il..7' / .• O C - �- Z. ----- O N 01 n ' y -� e.�FFt�� •� Z _.---- 140 �8' io x , 33 ,. 3 -->\% • f '7 '' I 3. 9° G'g175 eel ;\ ` -� Ili S L : ( 5. ��' SGeN �e G Page 2 g 10: 52 AM EDTA 00%latr 1Curtis ACCT-PRJ: CASH-000 D TOCA1 INVOICE #: =04, • DATE: 06/14/01 TIME: 10: 51: 54 SHIP TO: STAPLETON, JOAN SALESMAN: 1120 32 HORSESHOE DRIVE DELIVERY: 06/22/01 SARATOGA SPRINGS N. Y. 12866 ROUTE: 364-3582 **QUOTE QUOTE QUOTE!= *** QUOTE *** ss EXPIRATION DATE - 06/22/01 so 1000-808 PAGE 1 ssQUOTEsssssss*sssssssQUOTEsssssssssssx**QUOTE*, ITEM QTY U/M DESCRIPTION LOCATION 2410 8 PC 2X4-10' DRY DIMENSION SPF 2416 4 PC 2X4-16' DRY DIMENSION SPF 2478 40 EACH 2x4-7' 8-5/8 SPF QUALITY STUD 21010 4 PC 2X10-10' DRY DIMENSION SPF 21016 2 PC 2X10-16' DRY DIMENSION SPF 4812CDX 5 PC 4X8-1/2-15/32 4PL CDX SY-PLYSC 13PP 17 LFT 1x3 PREMIUM PINE 1-7', 1-10' SOWS 1 EACH 3/0X6/8-1 3/32" WOOD SCREEN DO 1199892 1 EACH 38-0900 1174 US4 SCREEN DOOR S ( SOTRUSS 6 EACH 15' 5/12 PITCH TRUSS 12" 0. H. ONE SET OF TRUSS ENGINEERING SPECS. FOR ORDER ABOVE 2610 4 PC 2X6-10' DRY DIMENSION SPF 2410 6 PC 2X4-10' DRY DIMENSION SPF 4812CDX 9 PC 4X8-1/2-15/32 4PL CDX SY-PLYSC 15F 1 EACH 432 SQ FT ROLL *15 FELT lOWG 5 EACH 1"x2-7/8"x10' F5 WHITE DRIPEDG 1425AF 1 EACH EA. 116840 14"X25' ALUM FLASHING SUP250B 10 EACH ONYX BLK SUPREME* F/G 25YR 3/S FS104LE 2 EACH FS104(*6) SKYLITE LOW-E GLASS EDL1O4 2 EACH EDL104 ( 6) FLASHING 55 1 EACH 1 GAL PLASTIC ROOF CEMENT 1679919 1 EACH 36-X100' FIBERGLASS SCREEN GRA 512C 2 EACH 5 LB 12D COMMON NAILS 56BC 2 EACH 51b 6d COATED SINKER NAILS 5114G 1 EACH 5 LB 1 1/4" GALVANIZED ROOF NA { DELI 1 ZONE DELIVERY CHARGE 0-20 MILES SUB TOTAL 1324. 33 SAR 7. 00% SALES TAX 92. 70 TOTAL 1417. 03 If PLAN VIEW FOR LEVEL I CURTIS LUMBER/CM715 CUSTOMER -- JOAN STAPLETOWN 885 ROUTE 67 DATE 05/11/01 REF Deck0I131 BALLSTON SPA, NY (518) 885-5311 15' 1 --"--- '- 1.0.0 15214 srxmrraaaaurcxtiwnaa.0 mormav:nrcm1ulmam<14.17Aarr.,.i'e.I.WIMas na .„_._:Aswran,.t AMEK.1z,.TmJcu�ma',574.....A-„.•,177Wcs> ,..V...12, f s,vt RW'.W9!!4L'SC YSal6ld�S.lCAitw'c mr1ZPf.' '�ttld'W ,'-'�fflf:i.CBJPF:Y.YiL.i]SA:LlSC31¢U[SL Y!1G'¢>l✓U.YIYUII :`^3�uwSa:l6l�.YR. 1ti6Y4 aa.v icaun(Fb. P K i , 'A 1 Ifi N i 1 r. R f1 111 i 0i it Pel , li 1.' It' 1i 111111111.1111.10.11111111g :. il .. 4 .. Y4.".1 .S..vl- JSY ..lv:. K..� � fLS'VYC33,'!5"tY.CA'S—N�1#JS3PY3N:Y$tIISt�LP;21SHlL-4.1.3SiF'I.P.C immido 9ta�tTHCI4RrG.Y4.�Lb. tk+.'d®:Y.I'txJXiiJY91:A1n9tAYL'FAW P/!�2,.KA'A>.6]{fB.LSI:SRIL591�il.'Y0•W Y143LS7A4{1'Y' _�-_- .HS)]i94{{9IFSa.i9Y.L^4'�k1QCps9c_?4@Y5..:7AiT.'46]Rti'4i'n]'.-..S39h Y^,Q 3`%>3`2}'S.YGSR°.SYFiL9k. 35:H'Rt431tSIX^.'�fiYPSW.'L"JK8�fi1SLx'.YYfi..Ya4r�9Fib'tmFi9.:WOM w.O.. LOAD AND SUPPORT: Your deck will support a 0 PSF live load. Posts have ___” below-ground post support. DECK AND POST HEIGHT: You selected a height of 24" from the top of decking to level ground. The top of the deck support posts will therefore be 13.25" above ground level. Your salesperson can provide information for uneven or sloped ground. JOISTS: Set joists on top of beams, 16" center to center. NOTE: The design may require knee braces and bridging between joists. Your materials list includes the necessary items. The suggested design is not a finished building plan. You are responsible for all measurements being correct, for verifying that the design (and any substitutions or modifications that you make) meets all local building codes and requirements. To verify that the suggested design. and any substitutions or modifications, is consistent with conditions at the construction site, review the design with your architect. Also consult your architect for proper construction and use of materials in the structure. Be sure to follow the deck construction detail available from your store salesperson. PLAN VIEW FOR LEVEL 2 CURTIS LUMBER/CM7I5 CUSTOMER -- JOAN STAPLETOWN 885 ROUTE 67 DATE 05/11/01 REF Deck01131 BALLSTON SPA, NY (518) 885-5311 8. 4rli Itv 9 'i it in , fr hh4 Ili ,,e q:< rf' li )t Sk e I 41, i4 $ ai .i It — 5, litmasoor 4 SITE DESCRITPION: The decking is 19.5" above ground level, and has no supporting posts. The ground is assumed to be level. Your deck will support a 466 PSF live load. Joists are to be placed on top of beams. 16" center to center. NOTE: The design may require knee braces and bridging between joists. Your materials list includes the necessary items. The suggested design is not a finished building plan. You are responsible for all measurements being correct. for verifying that the design (and any substitutions or modifications that you make) meets all local building codes and requirements. To verify that the suggested design. and any substitutions or modifications. is consistent with conditions at the construction site, review the .design with your architect. Also consult your architect for proper construction and use of materials in the structure. Be sure to follow the deck construction detail available from your salesperson. • PLAN VIEW FOR LEVEL 3 CURTIS LUMBER/CM715 CUSTOMER -- JOAN STAPLETOWN 885 ROUTE 67 DATE 05/11/01 REF Deck01131 BALLSTON SPA, NY (518) 885-5311 21' Gt 4i 4? IIIJTITLI .. if „aumniam.u., , , . i ...._....: .. . , 1, 11 , , : 1 : ii CU I 4,I, t \t.3 111 Z • • 11 ell• � I • 12' 8' LOAD AND SUPPORT: Your deck will support a 177 PSF live load. Posts have ___” below-ground post support. DECK AND POST HEIGHT: You selected a height of 34" from the top of decking to level ground. The top of the deck support posts will therefore be 23.25" above ground level. Your salesperson can provide information for uneven or sloped ground. JOISTS: Set joists on top of beams, 16" center to center. NOTE: The design may require knee braces and bridging between joists. Your materials list includes the necessary items. The suggested design is not a finished building plan. You are responsible for all measurements being correct, for verifying that the design (and any substitutions or modifications that you make) meets all local building codes and requirements. To verify that the suggested design, and any substitutions or modifications, is consistent with conditions at the construction site, review the design with your architect. Also consult your architect for proper construction and use of materials in the structure. Be sure to follow the deck construction detail available from your store salesperson. BEAM LAYOUT FOR LEVEL 1 CURTIS LUMBER/CM715 { CUSTOMER -- JOAN STAPLETOWN 885 ROUTE 67 DATE 05/11/01 REF Deck01131 BALLSTON SPA. NY (518) 885-5311 ,aero eaxrna1,re,C sa tusraasnew m nre.easmancerc ux rensvaxt meanna .....:wa.0teeet�...1.4 awostiv snvmr..os,t.m.smarV,MW.Wa¢aa'ma.ae.. u,is.,r21. acmeO lAWMAINeietImenu+ ,esxixAblegaiRAMIsx:wawa ratifAxxr1.4aMI w awss>.MS16zvaa SMIT MISAh.agerrswsv.�r vswaxxx+swmuxwR¢rrmare'rczat es: .$4 .w i tl4 F r R hi 5 l a` . ii. it ! 1 t 41 tt Of I I 1,:l r f $ s r t,P ., ,.,[-/ ` r t2 t t Y f u ,1111.= ilit 51110 •t 8 8 a k r rej,igi, ,.2+[�_i+a�'vMi. t n r`C,,, `r5...-:,',14-,,,,"14,,i 't A,:ei 14`,PM 'M",4'x7.rG Y V,,n. 'A}_• T,<.+.MlitV-. yZyd tt _ / 1/1�'i BEAM BEAM POST POST LABEL LENGTH COUNT SPACING A 14' 9" 3 7' 2 3/4" Post spacing is measured center-to-center. t � BEAM LAYOUT FOR LEVEL 2 CUR TIS LUMBER/CM 7I5 CUSTOMER -- JOAN STAPLETOWN 885 ROUTE 67 DATE 05/11/01 REF Deck01I3I BALLSTON SPA. NY (5181 88 5-5311 y »:&•-rt0,- , z,a » » v * r&7 4,1 \ 1 \( { /�ƒ �.__\ [1 0 . » } \ ' \ � '''i \ f \ ( / � ,. , . / � } \ \ /. � . . . \ ! f \ ) \ _ _____, § ._ § \ 2 { , . a . . \, . } \ ° , » > © \� R K \ ' . ./,. , « \ / ' , \ \ \ « / . .� . . : [6.. \ \ yn�� . .. .. , .�, \ \ Z % :} §\ a _� ) _ \/ G ,« \ &x f« £2 \ / y CU ^ G 2 BEAM BEAM POST POST LABEL LENGTH COUNT SPACING A 15 « 0 B I5 2 0 Post spacing 6 measured center-to-center. BEAM LAYOUT FOR LEVEL 3 CURTIS LUMBER/CM715 CUSTOMER -- JOAN STAPLETOWN 885 ROUTE 67 DATE 05/11/01 REF Deck01131 BALLSTON SPA. NY (518) 885-5311 . 11 P4 : fG I._h kp t ' -,: * hti'i . 4,,, .a .2 4jt4. •1 •, )•.- .' - - . .pf; I:- 4 - ,i �, @Yainm'41 1; ' f,t li , b/ "'3.4.1.4.....T hL Hr31amseM.ASC®eA' 0.4.. .r...totm l .II ni St•nrv.xce�":uvma....mvnvsn ,r!.!.'.:-14..5,.VAt Virmrettwawavv.41.v4'e T 1 iiiITIMIll I BEAM BEAM POST POST LABEL LENGTH COUNT SPACING A 9' 5 1/2" 3 4' 7" B II' 9" 3 5' 83/4" C II' 9" 3 5' 8 3/4" Post spacing is measured center-to-center. 9 . . - .. i . . • CUT LIST FOR LEVEL 1 CURTIS LUMBER/CM715 11 CUSTOMER -- JOAN STAPLETOWN 885 ROUTE 67 DATE 05/11/01 REF Dec1c01131 BALLSTON SPA. NY (518) 885-5311 ...de- i 7516.1DMIIMINZIValnilfWANAVEZVIRMI ; ., 420,4,210-.301WWWLMOVAV211.5754t.-IEWYMMVARZ.,tikAWanitV/Ife.ntitieN214AVAIDrifal 5 , , 1 A 1 • 1 F-1 ?' F .• 1 1 4 k 1 , . , ,..- • .. 1:4 i • ... .. . 1 4 2 i 1 11 i 1 ,t I I I I I I I 1 I I 1, 1 1 t 1 435 i ?i 1 /,• 11 9 1 ., • ,.1 A . . 1 ,f . 9, • 93 I I 7 :. . , , :4 ' .: ti .1- E ', l' , . , .. 5 1 : . . . , , Al. 1 • 1 ..e. P t \ , . .. i d V. ft 11 f: •t t ) , 4, !.p. 1 i 1.1 1 11111111:111.1111.111111111mul Amok gaill11.111111111.1111111111111114 :.1.,. ..-... ,„--61.......--..6 - ,,,-- 610••••••••• •iim•mm.=•••=.t . .ki- '''' N•ib•mimilm- •••• ••••iul 1,?..47.X7iSMSWINtww.gut.M.722,. 7.,.T...fo„..r.-...iFaq,n..,gs. :4 r5,...mwEe.w... . ..,..e...._ .ptiTA ! 4.1.. ....0.7,T.,-...:,...I. , , , LABEL LENGTH BEVELS LABEL LENGTH BEVELS _ - - - ••-. • ._ -_ _ , _ ,-,-....--..-..:,•- _ .._• _ •-•-, •=.•7...:. .._ ._ _ _ _ ._ . . _ - - , . CUT LIST FOR LEVEL 2 CURTIS LUMBER/CM7I5 CUSTOMER -- JOAN STAPLETOWN 885 ROUTE 67 DATE 05/11/01 REF Deck0I13I BALLSTON SPA, NY (518) 885-5311 ur 'r i i.'i-,oeeftwanwrea 4 TV�. .cr ,srya,,—wr, m Vaa2,a,m Varna Harrah,vr<sxuua b:m:• 1.1 - .... .sAsax:xw-cvr .Alw.rvvaxxrclWr. — n....,. ; Y. .e Al. u....- .urti,r I ,,,4 p .Sn rt; Iy nrgy-Esez ;.e. r.-.aaawF,rcs xxt. Tr:- ,..V' ,nv,S= 4 ., n .4 xrufiMSruaers�v •.'c, SAdG'ld.3:.SMl:.02 1u.I�.. 41 • FI. , V.V611®PAHi i-1..F 99.,..71,2, rUPAD.Ut '.Evs-0,,7..., .etJ••.d .i.1,-V. .J• tr ,K^ ' fi Sid; tF F. J • r.d 'r%Y. {:S` Nt '': f;1' 4,..AJOSI.t.8.4.'dV "AII[ttMVRTVJA4i.'8LVSY _ .lolly 6A12184'I3ObtYSLL'XTrt.WJAMOW ^.)Y2:)' I k i5 k .0; E1.1 ;hie. ei Y141 4 ::se %,', 1:'..,j n., to 1 .i R 1r.' jF .„^.... ..,, a .. s .,,...w'CM .q. —.. RIAMIS41&7/1I4d.SZVA MJ1:p Si N.06ViiiMAL'' fRY IRl ' F • t *tI P. PA f.-yG+fd/3.-hz; Lf9vairm*ktio. ..:�h':..,,,,,......';ta'A'.','..r,'' .,tr; !'''''''.. Ij` LO, {�� ' `iMM.M Itaft.17.'DpX..N.Ri6XfWR4.2:,1 e,.f r :L?. i� Waf.etEF; 'f y d.w �'� a4 ,a • ,.,* -,- nIA-:ti 2t546 ..,:f17,.,1n.-5, ..:7,;,.ihL:r.i,.i,t ..4r1,1,kr+•4,,,v '�3 - L-------- - I '_.ABEL LENGTH BEVELS _.BEL LENGTH BEVELS f • CUT LIST FOR LEVEL 3 CURTIS LUMBER/CM715 CUSTOMER -- JOAN STAPLETOWN 885 ROUTE 67 DATE 05/11/01 REF Deck01131 BALLSTON SPA. NY 1518) 885-5311 lifiriii*FOM " t as a ttfl+�a7Y _..-`,!!, . i iritvz' az— 441 ' M� ,,r,:,,y 4F ' iii i', b, c4uaa;�v4,...aemz„;nrsy-'a;r:'s.,.., ,1. . 4- - 17 ::n:P NI ec rarrt±r-! wxl; .,tmsnsts E r b• kt Si a 4 r"6(6Saistuaras Azaawsatst.9yE4:f.awar I!S'®1w'F?assy,::2 matavtasa tra ss 2.Wki LGSh3 4A4 i7af.A"MIYIVROWID1,3iY37.34.ii1WINb`t 'Rw1' TiM1.4?1011WiedS:Y.0ti 1 z {+ 0. k r , d'W W,47C.0..^A.:1,%'J.'1J5:.UJ V"".1=:XJE:BC vwr..10=1 Lt Iri,A7EZS&IVATYAI6QiLA1'LSt1°.km =I 15=7,1WGZA104:4 i —_ I — t -i i 1:. j Stri i tr+r L b I _ r r! ysrh 1 'AAB.?f&2f&D..4.4:YKd : • Zuvz.LA-3 Co-v..3-n LA-re--C:2 "7 ) -1 I o 2 �✓ - L' ST cam- C � (11 O ✓✓ - Fie, = 6, x CS 10(c) -V- (00.oa = (o B o I O — H ct� H Ls T1 to C, T s s(,,,I cad s,,.., ? cra.. t s •- i. 11-4. 54 rm.,UX7 w,P-z5V -- i r D L et-2-G,t32 o.st3t5- . ✓ - -c c1-110.9- 10.y is .. 9- - 1-4-o wIs d4-S ,nec A-Tzcx,i _ -- • Sc is (fp .___ (7u' LS wcTJQ 3-6S 7 otr,-- /0/0 L i t4 ) 1 ) c -a- LAS� CGS 4 -4-8cfo i Pc...(,- D c.hal S-71-6P —Tv-IJ S , G' „ p -- sem w-L; Vid&Lke, //-1,C 32- pr. olaidehlti 493 hatialt . ott) aitrg whek442,pt-nz Stapleton Addition: Light- Vent Schedule Light Vent Room Sqft Req. 8% Actual Req. 4% Actual Manfctr. ' Model/Spec. Sq.Ft. Open Clear Open W x H 3 Season Room 120.0 9.6 145.9 4.8 68.4 Silverline (2) 3862/A 9.48 42"x 32 1/2" (3) 3862/B 9.48 42"x 32 1/2" 8068/C 21.00 40 1/8"x 75 3/8" Stapleton Addition: Window Schedule ID Mfgr. Size Type Rough Open. Glass Vent Egress Open. 92 9 1/6"x 77 1/4" * 41.7 18.96 42" x 32 1/2" A Silverline 1000 Series (2) 3/8 x 6/2 (2) DH 138 5/8"x tbd * 62.54 28.44 42"x 32 1/2" B Silverline 1000 Series (3) 3/8 x 6/2 (3) DH w/ (3) 15" Transom w/Transom C Andersen/ Equal 8/0 x 6/8 8-0 Slider aY 731-015---r 6' 7 1/2" 41.69 21 40 17 o x 75 3/8" * Contractor to verify Rough Openings with manfctr. specs before framing **Any and all window revisions must be approved by design engineer Affidavit of Exemption to Show Specific Proof of Workers Compensation Insurance I Coverage for a 1, 2, 3 or 4 Family, Owner-occupied Residence Under penalty of perjury,I certify that I am the owner of the 1,2,3 or 4 family,owner-occupied residence (mduding condominiums) listed on the building permit that I am applying for, and I am not required compensationto show specific proof of workers' insurance coverage for such residence because (please check the appropriate box): ❑ I am performing all the work for which the building permit was issued. ❑ I am not hiring,paying or compensating in any way,the individual(s)that is(are)performing all the work for which the building permit was issued or helping me perform such work Gt I have a homeowners insurance policy that is currently in effect and covers the property listed on the attached building permit AND am hiringor paying individuals a total of less than 40 hours per week (aggregate hours for all paid individuals on the jobsite)for which the building permit was issued. I also agree to either.. + acquire appropriate workers' compensation coverage and provide appropriate proof of that coverage on forms approved by the Chair of the NYS Workers'Compensation Board to the government entity issuing the building permit if I need to hire or pay individuals a total of 40 hours or more per week(aggregate hours for all paid individuals on the jobsite)for work indicated on the building permit;OR R j + have the general contractor,performing the work on the 1,2 3 or 4 family, owner-occupied residence (including-condominiums)listed on fire bun dwg:permit that I am applying for,provide appropriate proof of workers'compensation coverage or proof of exemption from that coverage on forms approved by the Chair of the NYS Workers'Compensation Board to the government entity issuing the building permit if the project takes a total of 40 hours or more per week(aggregate hours for all paid individuals on the jobsite) for work indicted on the building permit 9"4-) 7- a-6 I (Signature&Homeowner) (Date Signed) .U0 ,Y\ S l - Home Telephone Number 31, -353? -. (Homeowners Name Printed) o- -o Sw' n to before me this C day of Property requiresbuilding permit , Address that the� (A I.�� �('K) .3 or i skin �� 4firs,,„„&t. S o`‘c c \O r otary.Public) 1 (givLYN-N M. E. BROWNS Notary Public,State of eNs,$r York ratoga County No 01 St�S�6 °•3S s; min on Expires::Juiy 8, --_ 't BP-1(3./99) *- 20010423 — 84G-20 /-4,..k." NEW YORK CENTRAL MUTUAL n��1.4`274635 NYHO ,l_ THIS IS A ,;. , FIRE INSURANCE COMPANY HOMEOWNER WWW.NYCM. ���"i,� COM i, 4� EDMESTON,NEW YORK 13335-0307 POLICY • CE DECLARATIONS 4274655 I NAMED INSURED AND ADDRESS i ' AGENCY i 4274655 3R 00053 518-869-3535 JOAN F STAPLETON ROBERT F BAUER INS AGY LTD 32 HORSESHOE DR 1761 CENTRAL AVE SARATOGA SPRINGS NY 12866 PO BOX 12850 ALBANY NY 12212-2850 POLICY FROM 3/30/2001 TO 3/30/2002 12: 01 A.M. STANDARD TIME ORIGINAL/2001NCEPTION I NEWINCS A EPTIONI ESCROWW O BILL I PREVIOUS NO. DESCRIBED LOCATION COVERED BY THIS POLICY AT THE ABOVE LOCATION UNLESS OTHERWISE STATED: COVERAGE LIMITS AND PREMIUMS — SECTION I COVERAGE A DWELLING $ 151,000 $ 333 COVERAGE B OTHER STRUCTURE $ 30 , 200 $ INCL COVERAGE C PERSONAL PROPERTY $ 105 , 700 $ INCL COVERAGE D LOSS OF USE $ 30 , 200 $ INCL COVERAGE LIMITS AND PREMIUMS — SECTION II COVERAGE E PERSONAL LIABILITY $ 500 ,000 EA OCCURRENCE $ 23 1 COVERAGE F MED PAYMENTS TO OTHERS $ 5,000 EA PERSON $ INCL BASIC PREMIUM: $ 356 ADDITIONAL COVERAGE PREMIUM: ** INVOICE WILL FOLLOW ** TOTAL ANNUAL PREMIUM: $ 359 A 35% MAXIMUM CREDIT HAS BEEN APPLIED TO THE PREMIUM FOR THIS POLICY PROGRAM: 20TH CENTURY SELECT — WHISTLER INCL $ 195 PROTECTIVE DEVICES: INCL 1 IN CASE OF A LOSS UNDER SECTION I , WE COVER ONLY THAT PART OF THE LOSS OVER THE DEDUCTIBLE STATED. DEDUCTIBLE—SECTION I $500 .00 ALL PERILS MORTGAGEES: LOAN # CHARTER ONE MORTGAGE CORP ITS SUCCESSORS &/OR ASSIGNS ATIMA PO BOX 32196 RICHMOND VA 23294-2196 CONST # TERR PROT CONST TYPE # FIRE FT MI PREM YEAR FAM CL APTS WALLS HYD FD GR 2001 1 032 5-7 FRAME 500 3 3 FIRE DISTRICT: SARATOGA SPRINGS COUNTY: SARATOGA BASIC FORM: NYC—HO-7 3/98 ALL RISK EXTENDED COVERAGE FORM 1 MANDATORY FORMS: NYC—HO-90 9/99 NYC-224 1/2000 NYC-211 8/91 i , II SEE ATTACHED FOR ADDITIONAL COVERAGE FORMS 37 „ ' 20010423 - 84G-20 'i PAGE 2 CONTINUATION •': 7'4655 NYHO JOAN F STAPLETON ' GENT CODE: 3R 00053 OF DECLARATIONS FFECTIVE DATE: 3/30/2001 14' ADDITIONAL FORMS FORM EDITION DATE PREMIUM HO-216 4/84 PREMISES ALARM OR FIRE PROTECTION SYSTEM INCL 2% CREDIT NYC-HO-500 2/95 REPLACEMENT OR REPAIR COST PROTECTION - COV. A DWELLING 3 *GUARANTEED REPLACEMENT COVERAGE ADJUSTED UNDER BOECKH APPRAISAL SYSTEM Jul 18 , 16 : 16 EDT by: ARYKelli D . Young (16 : 17) Page 2 of 2 ACORD ::•E }(��,:y�d.1i:, ;• ..:<2[�I, :' :•::<;• cv: . :>: •"i •: .`•i >: ., ;••: .; ;}�,�i ty' DATE IMM/DDMY) °7/18/02 THIS IS EVIDENCE THAT INSURANCE AS IDENTIFIED BELOW HAS BEEN ISSUED, IS IN FORCE, AND CONVEYS ALL THE RIGHTS AND PRIVILEGES AFFORDED UNDER THE POLICY. PRODUCER pN6NE (AIC,N0.Ext:,;(518 869-3535 COMPANY ROBERT F. BAUER INSURANCE AGENCY LTD. NEW YORK CENTRAL MUTUAL P. 0. BOX 12850 ALBANY NY 12212-2850 FIRE INS CO CODE: 00053 —7 SUB-CODE: EDMESTON NY 13335 DUPER ID#:ASTAJ04-2 _ INSURED LOAN NUMBER POLICY NUMBER JOAN F STAPLETON 0004722799 4274655 EFFECTIVE DATE I EXPIRATION DATE CONTINUED UNTIL 20 GROUNDS PLACE 03/30/02 03/30/03X I TERMINATED IF CHECKED ALBANY NY 12205 THIS REPLACES PRIOR EVIDENCE DATED: :p A LOCATI ONIDESCRIPTI ON $152000 :...............:... COVERAGE/PERILS/FORMS AMOUNT OF INSURANCE DEDUCTIBLE DWELLING 152,000 500 OTHER STRUCTURES 30,400 CONTENTS 106,400 LOSS OF USE I 30,400 LIABILITY 500,000 MEDICAL PAYMENTS 5,000 I i tI THE POLICY IS SUBJECT TO THE PREMIUMS, FORMS, AND RULES IN EFFECT FOR EACH POLICY PERIOD. SHOULD THE POLICY BE TERMINATED, THE COMPANY WILL GIVE THE ADDITIONAL INTEREST IDENTIFIED BELOW 10 DAYS WRITTEN NOTICE, AND WILL SEND NOTIFICATION OF ANY CHANGES TO THE POLICY THAT WOULD AFFECT THAT INTEREST, IN ACCORDANCE WITH THE POLICY PROVISIONS OR AS REQUIRED BY LAW. : '• 03•.(QWi0#04r ::4 < :: :;:<>::::::i n:<:;:;< ::<; MO> ;•'" ::g:Mg>:>«:>asi<:i>Mgi;::i:;:;;:;: ::: i Vii: iMEM<;: NAME MID ADDRESS X MORTGAGEE ADDITIONAL INSURED LOSS PAYEE CHARTER ONE MORTGAGE CORP LOAN# ISAOA ATIMA 0004722799 PO BOX 32196 AUTHORIZED REPRESENTATIVE RICHMOND VA 23294-2196 Kelli D. Young I...................... ..... Kelli D. Young.................,. KY (A) ..........................................................�R�I�iE7�:�iGRR.CCt6tA�tCt/�:i 693: Jul 18 , 16: 16 EDT by: AKYKelli D. Young (I6 : I7) Page 1 of 2 Facsimile Cover Sheet FAX TO INFORMATION Name 1: Name 2: Address: City, State, Zip: Attention: RE : JOAN STAPLETON Voice Phone Number: Fax Phone Number: 5809480 FAX FROM INFORMATION From: Ke 11 i D. Young Company: ROBERT F. BAUER INSURANCE Voice Phone Number: (518) 869-3535 Fax Phone Number: Date: 07/18/02 Pages including cover sheet: 2 Comments: 16 :16 [SPOOL# COPY OF HOME POLICY ATTACHED JUL 19 02 (PRI) 08:50 SARATOGA REAL PROPERTY 5185801841 PAGE. 2/2 Ij iI July 19, 2002 The Village at Saratoga HOA DeRoo Associates Managing Agent PO Box 2105 Ballston Spa, NY 12020 To: MichaelBifl'er, Building Inspector, City of Saratoga Springs From: Rory O'COnnor RE: Stapleton Sun Room addition/permlt ..i Dear Mike: I have been aek0 by the HOA to advise you that the plans as submitted for this addition are in conformance with the HOA C3uidelines as adopted by the HOA and the City of Saratoga:Springs. All Village at Saratoga construction and design standards apply; and must be followed througndut the construction of this addition. cerely, ory O'Con • For the WAS , OA C: Ruth 0300c Joan •taplaton jUL.. 19 ' 02 (FRI) 06:50 SARATOGA REAL PROPERTY 5185601841 PAGE. 1/2 ; • : SA RAIOCA, REAL PROPERTY • Rory c0CottoOr, Broker Owner/Builder 125 1,0•)10N SUITE C-102 131-101•;i1 : 5185.84.-3183 • ax „A.:, 18.580-11841 • E-MAT.Lk: roryerp@albany.net 1 Are Date: Number Mr. 1 : . . From: • • H H 1 ! H ()/(1 61-s4 *1)1e._ kgc-2 autA-4„, eievt-4i f.471/4- i I r ! I I . • 1 : . ; • • ; . • " ality Built With Pride By Omega Homes, Inc. H* At4:411 And 44, ! TheVillage at Saratoga Real Property, Inc. . Sart* H • AM.111101111111/111 , • .; •: i _. _.____ k�....'+.�.,._...._...:. ..t,.y.ivpyy..>nl•Y.:„., , .E..,F' i�........__..._._..,..._... _.�..-aw.sL:.w-et.w.w.'-xP -.Mm>+r.+.,. ....:....,...... .r-...c,.t .»... .. . Desks File No. 1V._)31 APPLICATION FOR BUILDING PERMIT -- CITY OF SARATOGA SPRINGS Building Department, Department of Public Safety City Hall, Saratoga Springs, New York 12866-- [518]. 587-3550 Application is hereby made to the Building Department for the issuance of a Building Permit pursuant to the N.Y. State Uniform Fire Prevention and Bulding Code for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations and all conditions expressed on this application which are part of these requirements, and also will allow all Inspectors to enter the premises for the required inspections. The following regulations shall apply: A. Application must be filled in completely and submitted to. the Building Department. B. Application must be accompanied by: 1 . Plot plan showing lot dimensions; buildings on the lot and their distances to one another and to the lot lines; and a detailed description of the layout of the property. 2. Complete set of - plans showing proposed construction and a complete set of specifications. 3. Appropriate permit fee. C. Work covered by this application shall not commence prior to permit issuance. D. Occupancy of a building or premises to which this application applies shall not occur prior to the issuance of a Certificate of Occupancy by thisDepartment. E. Any deviation from approved plans must be authorized by the approval of revised plans subject to the same procedure established for the examination of the original plans. F. Building Department shall• be notified (minimum notice - 24 hours in advance] according to the required schedule of inspections, which shall include but not limited to: 1 . Foundation footing before pouring concrete 2. Foundation before backfill 3. Secure surveyor's location of foundation and submit to Building Department 4. Plumbing, heating, framing, electrical and insulation before closing in of work. 5. Prior to occupancy, final inspection for Certificate of Occupancy. G. All electrical work needs inspections by and a certificate of compliance from an approved inspection agency. H. The building permit is effective for one year from the date of issuance unless conditioned for a lesser period of time. For office use Zoning Information Application No. Zoning District PAAP Permit No. : igg sect-slk-Lot 17g-1/44-41.-33 Date Applied IPMAI 1.....g5 Lot Width 5- 0 Lot Area ,5-7-7q , ssue peny date - No. .of Bedrooms mite' type 1 Aar. s 423 \ 3 1st Floor Area «3(a Permit fee �� No. of Stories a. 2nd Floor Area gIO A Bldg. Height Basement Area ?J 3.-- Job Site 3 0� Yard Dimensions for Principal Building _ ,rc i►1, , 1 ,, Front p�-z� , Rear Left Right + owner 5 Accessory Building - Distance To Address 11Cr5e $) Principal building Left lot line �.r� ,( Rear lot line Right lot line Phone �( -3�5c�(G I a``' 'le Is job site in a floodplain? + Applicant yes_ no Address Is job site in a historic district? yes no Phone Construction Costs + Contractor_______________ Basic Improvement Address Electrical $ Plumbing Heating Phone Other Comp. Carrier TOTAL COST $ 4 000 Policy No 1LCkF:t €T 1088 ?AGE 2 nn� � SPECIFICATIONS & MATERIALS CHART PNO.41� 4.15 ,&o 1-7 GENERAL — "` SPECIFICATIONS OTHER FOOTINGS psi DRAIN going to: SLAB psi FOUNDATION WALL psi WATERPROOFING VENT COLUMNS, PIERS psi GIRDERS EXTERIOR WALL STUD o.c. INTERIOR WALL STUD o.c. FLOOR JOIST, 1st FLOOR o.c. FLOOR JOIST, 2nd FLOOR o.c. CEILING JOIST • o.c. ROOF RAFTER • o.c. COLLAR TIES o.c. RIDGE FLOOR SHEATHING WALL SHEATHING ROOF SHEATHING , INSULATION SIZE '- ----- MATERIAL. VAPOR,.BARRIER R-FACTOR FOUNDATION - OUTSIDE FOUNDATION - INSIDE UNDER SLAB • EXTERIOR WALLS CEILING/ROOF FINISH WORK SIZE MATERIAL UNDERLAY OTHER EXTERIOR WALLS INTERIOR WALLS MOM FLOOR CEILING ■� ROOF /111111111111111 MISCELLANEOUS MIr MATERIAL 32 uo,R57& sitoE Duv . ..,. ...4016 , drorays,,i to: .--'k - 10 144)*‘< i<' - 1 iP)1001 - 71,,, i0010101101410.111.116. ' * -Fora\ on .P.,Failok-- -e. pl .c.. . LAkadx9s- ct-ito--QAcsA-urv1/4-r / „ ,_ . tii‘,_,44..... ....- _,..A. _. _IYe\-1\--11 .—.•C- -r\.A _AA-3 u, w x. ,p b ) ' - c. ..,' S G Ref„A ect pockcii e4r-511/49 •gwerrterit Ce.1 y isn 11'514 .A- - -031. Ntryteg wl obeiu P lo I a_10 iAr'ek-s o Cl A RA9E , 1 ' 1 211/ SoLi h. WtIll Cy .iv 1) , POT PicA-499 . , - -- - - — ' • 6 1 Gactin 12 ! , , , Na‘ Son 01--u.6e,s L ' i u \,f•.‘v _________— 4 ' 6.101,0 ___i 1- yoae, \ . ' , . . N \ . '.. i ,• • i 5 Pcf tri cm . 4_, 8 vM /- d FIELD FIT WINDOW ommignamins IN I InVINOVRAMINIVINIS NMI 1111111HIMMIlmillIllisillil WWI MBE 1111M1111111h111111111111d1111111111m1111111111bill 1111111 INVERINAMINAVN 1111111mIEN. 1111111101id1111111111.11111111b • ill MI hid h MI 1111101114111 I 11111111 111111111011 11111hhill111111111d111111111hodll Page 3 HEATING SYSTEM PLUMBING - 11 UNITS & VENT SIZE TYPE FUEL SINKS LAVORATORIES VENT-MATERIAL SIZE TOILETS TUB/SHOWER SEWER - TYPE - CITY PRIVATE DESCRIBE (DRAW ON SITE PLAN) WATER SUPPLY - CITY PRIVATE CHIMNEY AND/OR FIREPLACE MATERIAL FLUE SIZE GARAGE TYPE : ATTACHED DETACHED UNDER NO. CARS GARAGE/DWELLING SEPARATION : Door Type Hr. Fire Rating Materials: Hr. Fire Rating PORCH: FOOTING FOUNDATION ADDITIONAL INFORMATION: • A STATE OF NEW YORK ss: County of being duly sworn deposes and says that he is the applicant previously named. He is the of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be perfoimed in the manner set forth in the application and in the plans and specifications filed there- with, Sworn to before me This day of 19A-41t(telei/k. Sig ure of Owner Notary Public County � �- Si tu�nof'Ap lican i�d f - ' . , • PAGE #4 Location lkoP,111 sliA4 DV Pormit/F1.3.o No. * LOCATE MAIN BUILDING, ACCESSORY BUILDINGS. AND ANY ADDITIONS, GIVING ALL PERTINENT YARD DIMENSIONS. REAR LOT LINE (04 ft I A A REAR • YARD ft ic^ LEFT LOT RIGHT LOT LINE e/A,„lin 1011 .ft LINE /n7 ft '1-- ci)-1-otka Tont LEFT--.5vfBUILDING t MAIN RIGHT jeLf t YARD YARD FRONT YARD ft • FRONT LOT LINE _..a‘ ft >1 • • • _________ __ ._..---- _....„--- ------ ---------------- . ____------ __ __--- ,,0\,je .„----_-- ---------- -_-_------ vox- .....----- ,SIN 12"STORM SEWER O MANHCLE/ t: S� -..e•-,--- / O 8"SANITARY SEWER % .-. � ---- = / MANHO � N /y�rr�OEiP'N ,i ' ' d" WATER6N �� _ ..,L,-)c' ,- n// 7G / :SIN G�+RB CUT im I - • i -- CURB .` C�/ _ P \ Fo i SIDEWa K 33 /31, / \e, op ` m \ u+ F Yr' - /�p‘NG -mac" `1\`� , i/pp�N ,'11.‘ ' / / 0� MUM BLDG SETBACK / MP,y,�MVM ` o 1 0 0 , 1G P ti ‘.--- ;? IN Q; \ cls SCJ \ w _ a _ N r;) .L n \mom •."1 -4. v f., „.....1, _.„..---\\ _ 7 2, tj 1 \ \ N Ti m EzE� e ----"\ \r. g \ \ o_ Sj g '/ \ *3.4 '46 Fp-CN \ _MiU \ u�d _ �1 \ ------ 1 N.) .r. \w I FFE .c 33 No i'g• �° '_ ,. 34 • f ./6, 1N3� 9 �o : • sig e .1 21 G5SG 0° G41 F L R G 0.y 7 , JOB SITE ADDRESS • OWNER DATE APPLICATION NO. FILE NO. WINDOW SCHEDULE OPENING SPECIFICATIONS WINDOW WINDOW WII�IDOW G. MODEL WOR UNIT OR ROUGH ROUGH OR NAME TYPE STOCK OPENING OPENING SQ. SS SQ.FT. SQ. LETTER ON NUMBER/ GLASS/ VIIV I' OPENING GT.EAR SPECIAL PLAN CALL SIZE FiEIGFTI' VISIBLE EGRESS/ OPENING HARDWARE OR LIGHT OPENING WIDTH HEIGHT INSTRUCITONS IN INCHES IN INCEIES IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIImIIIIIIIIIIIIIII.IIIIIIII 1.........1111111.1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII i f I i IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIWI Y IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII NARROLINE III ANDERSEN DOHIJNG 3062 3'2 1/8 6'5 ,�" 15.30 836 6.01 3411/16 2415/16 TEMPERED LINE HAS OF GLAZING EXAMPLES SAMPLE ENTRIES" t t JOB SITE ADDRESS: OWNER: DATE: APPLICATION NO. FILE NO. �, BUILDING PERMIT' NATURAL LIGHT, VENTILATION AND EMERGENCY EGRESS RE QLTIREMENTS CALCULATION SHEET t HABITABLE ROOM ROOM OF REQ.LI GHT/8%OF ACTUAL - IN ROOM AREA SQUARE VENT OF AC,ENT IUAL SQ.FT- REMARKS FOOTAGE ROOM AREA SQUARE FOROOM OFOPENI FEET FOOTAGE rinFmmmllIllIllIl k i I 1.11111111111.111.111111111111111.111111111 IIIIIIIIIIIIIIIIIIIIIIIMI 's • PLAN VIEW FOR LEVEL 1 CURTIS LUMBER/CM715 CUSTOMER -- JOAN STAPLETOWN 885 ROUTE 67 DATE 05/11/01 REF Deck0Il31 BALLSTON SPA. NY i • (518) 885-5311 j I, I a 1. t: 1. [: I. I'ic J i. I I ; l.` I. 4: I` I, i 1 I I• 1 ( • I C. l I: r L [1, i; . '.; i. I j'. 1 I' f` 1 l: 1:iH (` - , I. 1 Ij_ r, �. 1, 1. r k �'' ). I: I t I f; i r l'i'. [: : I l : ! is t i-, I. i C ' !' I' It I:. 1' I I . {{L: k �: c, 1. . ld I, (? it I: ,x/ .�<", r •lt.;-,, .`�, d.l�i r,:.• t ..r��.' f r -y.i Z..,y 4t,^-."�. `> r.� .. - ., YN.`} AlF,t� ,� j I i LOAD AND SUPPORT: '(our deck will support a 0 PSF live load. Posts have ___" below-ground post support. DECK AND POST HEIGHT: You selected a height of 24" from the top of decking to level ground. The top of the deck support posts will therefore be 13.25" above ground level. Your salesperson can provide information for uneven or sloped ground. JOISTS: Set joists on top of beams. 16" center to center. t j NOTE: The design may require knee braces and bridging between joists. Your materials list includes the necessary items. The suggested design is not a finished building plan. You are responsible for all measurements being correct. for verifying that the design (and any substitutions or modifications that you make) meets all local building codes and requirements. To verify that the suggested design. and any substitutions or modifications, is consistent with conditions at the construction site, review the design with your architect. Also consult your architect for proper construction and use of materials in the structure. Be sure to follow the deck construction detail available from your store salesperson. I II J • is j I PLAN `i1EW FOR LEVP 2 CURTIS LUMBER/CV1 +15 CUSTOMER -- JOAN STAPL ETOWN 885 ROUTE 67 DATE /I!/01 REF Deck01131 BALLSTON SPA. NY (518) 885-5311 1 J I It . , . ,,_..it-; 1 , , 1 r t `� 1 �� I L J F: + li ,„10132MIIISS2231 5. I.., .f SITE DESCPITPION: The decking is 19.5" above ground level. and has no supporting posts. The ground is assumed to be level. Your deck will support a 466 PSF live load. Joists are to be placed on top of beams. 16" center to center. NOTE: The design may require knee braces and bridging between joists. Your materials list includes the necessary items. The suggested design is not a finished building plan. You are responsible for ail measurements being correct. for verifying that the design land any substitutions or modifications that you make) meets all local building codes and requirements. To verify that the suggested design. and any substitutions or modifications. is consistent with conditions at the construction site. review the design with your architect. Also consult your architect for proper construction and use of materials in the structure. Be sure to follow the deck construction detail available from your salesperson. I I I � � I i I FLAN VIEW FOR LEVEL 3 CURTIS LUMBER/CM71S CUSTOMER -- JOAN STAPLETOWN 885 ROUTE 67 DATE 05/11/0! REF Deck0I131 BALLSTON SPA, NY (518) 885-5311 411111 'c 111.111111. i 1.11 ii111111. 111 `1u 8' LOAD AND SUPPORT: Your deck will support a 177 PSF live load. Posts have ___" below-ground post support. DECK AND POST HEIGHT: '(ou selected a height of 34" from the top of decking to level ground. The top of the deck support posts will therefore be 23.25" above ground level. Your salesperson can provide information for uneven or sloped ground. JOISTS: Set joists on too of beams. 16" center to center. NOTE: The design may require knee braces and bridging between joists. Your materials list includes the necessary items. The suggested design is not a finished building plan. You are responsible for all measurements being correct. for verifying that the design (and any substitutions or modifications that you make) meets all local building codes and requirements. To verify that the suggested design, and any substitutions or modifications. is consistent with conditions at the construction site. review the design with your architect. Also consult your architect for proper construction and use of materials in the structure. • Be sure to follow the deck construction detail available from your store salesperson. • • .r ' I BEAM LAYOUT FOR LEVEL 1 CURTIS LUMBER/CM715 CUSTOMER -- JOAN STAPLETOWN 885 ROUTE 67 • DATE 05/11/01 REF Deck01131 BALLSTON SPA. NY (518) 885-5311 •i 4f, , F �',Cii Ii is is t. i' !.! I; i' r !• �; h L. I t I I ff I;, k' f_ �11 i; I I , F I: ( P (e E _ I 1:. : is F' • 1 r {'- L: 1 i 1. 1:, f L I- E' I 1 1; 1 , 1i'• I. EE. f' I;i , i- i, i. I. C: i; 1 !0"'l..... ..! Ay7 i'_'V 7,,Vi;',_P `..,4. '.'• 32..,.,..,.fit , , ',.J':;.' ,..,..5f . : Z.,.� .,-;;:..4,.:T r, ., ..,,.., ;r^'ti'. • BEAM BEAM POST POST LABEL LENGTH COUNT SPACING A 14' 9" 3 7' 2 3/4" Post spacing is measured center-to-center. ii 1 1 i" I • B=.AM LAYOUT FOR LE`i EL 2 CURTIS LUMBER/CM715 CUSTOMER -- JOAN STAPLETOWN 885 ROUTE 67 DATE 05/11/01 RE= Gecx01131 BALLSTON SPA. NY 1518) 885-5311 a, :1 .mom ,..r wu.. _ .>r ..�`i• li . ft Ii ' z` • f I f :.9 4. ` Ii 11 �•x ,,.�. f,7 SRF •� Y i•,•. •- ,a,. /4t . BEAM BEAM POST POST LABEL LENGTH COUNT SPACING A 15' 9" 0 B 15' 9" 0 . os:: spacing ;s measured .enter-to-center. • •BEAM LAYOUT PCP LES/EL 3 CURTIS LUMBER/CM715 .1 CUSTOMER -- JOAN STAPLETOWN 885 ROUTE 67 DATE 05/11/01 REF Deck01131 BALLSTON SPA. NY . (518) 885-5311 1SRc L t r. • d ill 1 t 11i IE Ef"L r _._... .. . ....... ,.... ... _ .. _ . ' .. .. h BEAM BEAM POST POST ; ABEL LENGTH COUNT SPACING A 9' 5 1/2" 3 d' 7" 8 11' 9" 3 5' 33/4" C II' 9" 3 5' 83/4" I I Post spacing is measured center-to-center. } . n, I OUT LIST FOR LEVELCURTIS LUMBER/CM715 CUSTOMER -- JOAN STAPLETOWN 385 ROUTE 67 DATE 05/11/01 REF Deck0113i BALLSTON SPA. NY 1518) 885-5311 1 4 �, t. �, ' t. I, 1. I` t. 1:..; ' { : k it I i. I: I, r- f, k �` G r'. r i. , r L r -u , — J H - 1 I - 1 I ��- I I f:. V' IEI f. I I' r, [ I ,, I j c f:. f 1:: k t i'' [` C I: 1: 1: 1 I I.. j 1,• 1--,:. I: j. I< 4. I! r f i. r' Li ., P 1 ts. I: 1: I 1: �V ' I) t� _ V _ _... -_ _ - '•a .. tor,-V.e .v...�n-S_CP.YFJ ,3nrd54R489" 3' 41tT• I I. ii LABEL LENGTH BEVELS LABEL LENGTH BEVELS • - - •j I I i j I` 1 ,i OUT `:ST FOR LEVEL 2 CURTIS LUMBER;CM715 CUSTOMER -- JOAN ST.AP'_STOWN 885 ROUTE 67 DATE 05/;1/01 REF �eck0liS''. BALLSTON SPA. NY 1518) 885-5311 I ;' ) 0704.61401.0.17.".1,77, hi Fv.! ).;r 4e .,-�->. ..•pT.iRHXVV.92Ct1. __. .... .:.:.:.._.,.:. ...manTJu:A"m�aMA,•c.,:._.; � - f=r� L 4;' 1 F, f I k: aF. tiff I✓ 1J' .. �bmaa¢neoeaewx_sr4+s4a r 111 i r _ ...M :_ .,4.urs<+aaiaaswrtn --. _ .. i ., , r p:; I :... -. ..F1G42'NUIRR6e51d41.4036, — '40161351115a1~10.6%11601.1.1511195 .m' '. N" I .' 1 I ��. i•TAO7�Mi44J30U -- SrtM1Rl81¢:tulGiWa?C7vuta:-': fre% 1. t PT I..,` I .6 1 _-_EL __:.G_ BE`i P_> _--__ __NG SEVEL3 I ' I 1 cA CUT LIST FOR LEVEL 3 CURTIS LUMBER/CM715 CUSTOMER -- JOAN STARLETOWN .385 ROUTE 67 DATE 05/111,2:: REF Deck01131 BALLS T ON SPA. NY 1518) 385-5311 i • .f` l^ 1., v ttr ry +w.r .; �.te •'i ',.Z t in I •.. -.. •• r ... , .e nn next . ,.r • ... , t - ...x. ii RY k [ E f- f , . I 4v. Pit I t 1-1f:t II { I . 7-1 7fvlA7.?A.kom o _. Irga tmtme dNi•ww.um4wr. iWdfidl+4'ti�ft!'R 10�5IYfS9fx �,' Kt k t• ' L---7' 1 ,______ :, � k _ .isgiNtetuvat •- -•.,. ..u. • .. ... ^3RbYl1ro '4.Y t ' 1 f, r f F i- `-Z F l i'..-..- ti f f, I IF. msv;�ratue�.t�et .r. . "Er FI d 4 7i L. 1 a"t ..ki[lM.W1R.'IJIN.Xt — Ilial.JliS 01raVREA "JA'J9.IYFAVREVIW fffF46S88s..a.4'A ..,:r'n4, I I': MI: y; li F i 1 — . I . LABEL LENGTH BEVELSLABEL LENGTH BEVELS • . a' • , ,-------,\\Ie. ...._,--- . ox-N- ,--- _„------- ---. 12-STORM SEWER f�- / t O� MANHOLE�D �� / - 9'SANITARY SEWER ?l UO 09144MANHCLE/ t / ry ,. , / �� ,\ Soy, , 3 3 o d' WATER nory__ __. °°' -- T \ / 16 / SIN CJRgcu , e / i '1/43, i CURB •. ie f ' D o , 12• \� , )'e, 4' / 11.5 / \ •A stoeN Au( • - G ' 3 \ \gip o`� o LIP3� \\' • ($2. u isti- : .Y Zy. • L t1 \v> \\ u, \\k"SJ.VEi I w. /g U OAt�' tum BLDG SETBACK ' G •\ \' O\ / *1` QDt° co ‘c:: s.--, rn N- 11 :' • \- ,,..sl �- 57> co a a \'@' - - -- _ I i A s*i a N o \f+ N / 2 -a . \ / IZ� \ nco n \�. .' 0 y o_ / \ \ 0 \ �v�`RS a S6t ` 'J�\ \ ' d \ \ b ,8%- -- \ slk I ' fa-CI \ �_ �- — 74. , \ 1 \ / =;ll%r \ / � / ..• o t\ . i W v GV ��• �° p - ' 33 N0 • s - . _ \\N • 9° . . Ggi. 15 Ceel c V�� 1- f-ir \ 4 L = .... e\'' 2 a ._, E ( _,1 0 ( DA-Q-1. c' FT: T 3 L F7: . • 'Affidavit of Exemption to Show Specific Proof of Workers' Compensation Insurance Coverage for a 1, 2, 3 or 4 Family, Owner-occupied Residence Under penalty of perjury.I certify that I am the owner of the 1,2, 3 or 4 family, owner-occupied (including condominiums) listed on the building permit that I am applying and I am not P residence � aPP Y� for, Wired to show specific proof of workers' compensation insurance coverage for such residence because (please check the appropriate box): 0 I am performing all the work for which the building permit was issued. Q I am not hiring,paying or compensating in any way,the individual(s)that is(are)performing all the work for which the building permit was issued or helping me perform such worm I have a homeowners insurance policy that is currently in effect and covers thero P Ply listed on the attached building permit AND am hiring or paying individuals a total of less than 40 hours per week (aggregate hours for all paid indivichinis on the jobsite)for which the building permit was issued. I also agree to either. + acquire appropriate workers' compensation coverage and provide appropriate proof of that coverage on forms approved by the Chair of the NYS Workers' Compensation Board to the government entity issuing the building permit if I need to hire or pay individuals a total of 40 hours or more per week(aggregate hours for all paid individrtalc-on the jobsite)for work indicated on the building permit;OR - + have the general contractor, performing the work on the 1, 2, 3 or 4 family, owner-occupied residence (including condominiums)listed on the building permit that I am applying for,provide appropriate proof of workers'compensation coverage or proof of exemption from that coverage on forms approved by the Chair of the NYS Workers'Compensation Board to the government entity issuing the building permit if the project takes a total of 40 hours or more per week(aggregate hours for all paid individuals on the jobsite) for work indicated on the building permit 107 Alk...c.klo - Signature of Hotneowner) (Date Signed) •A ock . S}crL �� ' � Home Telephone Number (Homeowner' Name Printed) P " o- y_ -o Sworn to before me this .g day of Property Address that requires the building permit - `1 A► — , `)CX) - 3a_ [4 arse skirwrit m. - 1P 11110 S m�a.'i p' t11✓t. R ! k or Notary Public) LYN '1 E. BROWNE Notary Public,State of New York Saratoga County No 01 SR518203 •mmtssion Expires: July 8, • BP-1 (3/99) 'o- -J 20010423 - 84G-20 ` ,A NEW YORK CENTRAL MUTUAL iv) 4274655 NYHO ,2 THIS IS A FIRE INSURANCE COMPANY . -",74-71"-. 6HOMEOWNER '/st ,S, EDMESTON.NEW YORK i3335-0307 POLICY WWW.NYCM.COM ,�,; '"�°' DECLARATIONS 4274655 � 1 NAMED INSURED AND ADDRESS 1 1 AGENCY 1 I 4274655 3R 00053 518-869-3535 JOAN F STAPLETON ROBERT F BAUER INS AGY LTD 32 HORSESHOE DR 1761 CENTRAL AVE SARATOGA SPRINGS NY 12866 PO BOX 12850 ALBANY NY 12212-2850 ( POLICY FROM 3/30/2001 TO 3/30/2002 12 : 01 A.M. STANDARD TIME ORIGINAL/2NCEPTION 001 I THISS A I ESCROW BILL I PREVIOUS NO. DESCRIBED LOCATION COVERED BY THIS POLICY AT THE ABOVE LOCATION UNLESS OTHERWISE STATED: COVERAGE LIMITS AND PREMIUMS - SECTION I COVERAGE A DWELLING $ 151 , 000 $ 333 COVERAGE B OTHER STRUCTURE $ 30 , 200 $ INCL i COVERAGE C PERSONAL PROPERTY $ 105 , 700 $ INCL COVERAGE D LOSS OF USE $ 30 , 200 $ INCL COVERAGE LIMITS AND PREMIUMS - SECTION II COVERAGE E PERSONAL LIABILITY $ 500 ,000 EA OCCURRENCE $ 23 II COVERAGE F MED PAYMENTS TO OTHERS $ 5 , 000 EA PERSON $ INCL BASIC PREMIUM: $ 356 ADDITIONAL COVERAGE PREMIUM: $ 3 ** INVOICE WILL FOLLOW ** TOTAL ANNUAL PREMIUM: $ 359 A 35% MAXIMUM CREDIT HAS BEEN APPLIED TO THE PREMIUM FOR THIS POLICY I PROGRAM: 20TH CENTURY SELECT - WHISTLER INCL $ 195 I PROTECTIVE DEVICES: INCL IN CASE OF A LOSS UNDER SECTION I , WE COVER ONLY THAT PART OF THE LOSS OVER THE DEDUCTIBLE STATED. DEDUCTIBLE-SECTION I $500 . 00 ALL PERILS ! MORTGAGEES : LOAN # I t CHARTER ONE MORTGAGE CORP i ITS SUCCESSORS &/OR ASSIGNS ATIMA PO BOX 32196 RICHMOND VA 23294-2196 CONST # TERR PROT CONST TYPE # FIRE FT MI PREM YEAR FAM CL APTS WALLS HYD FD GR 2001 1 032 5-7 FRAME 500 3 3 j FIRE DISTRICT: SARATOGA SPRINGS COUNTY: SARATOGA ( BASIC FORM: NYC-HO-7 3/98 ALL RISK EXTENDED COVERAGE FORM MANDATORY FORMS : NYC-HO-90 9/99 NYC-224 1/2000 NYC-211 8/91 i SEE ATTACHED FOR ADDITIONAL COVERAGE FORMS 37 r 20010423 - 84G-20 A PAGE 2 4655 NYHO JOAN F STAPLETON CONTINUATION ENT CODE: 3R 00053 OF DECLARATIONS ,-- FECTIVE DATE: 3/30/2001 3 ADDITIONAL FORMS FORM EDITION DATE PREMIUM HO-216 4/84 PREMISES ALARM OR FIRE PROTECTION SYSTEM INCL 2% CREDIT NYC-HO-500 2/95 REPLACEMENT OR REPAIR COST PROTECTION - COV. A DWELLING 3 *GUARANTEED REPLACEMENT COVERAGE ADJUSTED UNDER BOECKH APPRAISAL SYSTEM DATE: 8/06/2ml Tine: 14:10 Permission is hereby granted to the below owner or contractor for construction in accordance to application 9655 together with plans and specifications hereto filed and approved and in compliance with the provisions of the Codes of City of Saratoga Springs . . Permit Number: 20188 Permit Date: 8/06/2001 ----------_�__�__�__ BUILDING INSPECTOR LOCATION PERMIT CLASSIFICATION Sect/Block/Lot: 178.44 — 4 — 33 Permit Type: B BUILDING Street: 32 HORSESHOE DRIVE Work Type: AD3 ADDITION-1 & 2 MAJOR W/ STRUCT Zoning District: VIL—AT—SAR VILLAGE AT SARATOGA PUD Prop Usage: 434 ADDTNS/ALTER NO INC. # UNITS Insured party is OWNER (Owner or Contractor) Occup Class: Al ONE FAMILY DWELLING Applicant is OWNER (Owner, Contractor or Other Rep) Const Class: 5B FRAME CONSTRUCTION Ownership is PRIVATE (Public or Private) OWNER CONTRACTOR 518/364-3582 518/000— STAPLETON JOAN F 32 HORSESHOE DRIVE Saratoga Springs NY 12866-0000 Saratoga Springs NY 12866-0000 Class: B BUILDING CONTACT APPLICANT 518/364-3582 518/364- 3582 STAPLETON JOAN F STAPLETON JOAN F 32 HORSESHOE DRIVE 32 HORSESHOE DRIVE Saratoga Springs NY 12866-0000 Saratoga Springs NY 12866-0000 Insurance Carrier: NEW YORK CENTRAL MUT Total Value of Work Done: 4,000.00 Insurance Policy: 4274655 Total Square Feet: 336.00 Insurance Exp Dte: 3/30/2002 Number of Dwelling Units: 1 Fire District: OUTSIDE (Inside or Outside) Number of Bedrooms: File Folder #: 19531 Number of Buildings: 1 Application Date: 6/28/2001 Permit Exp Date: 8/05/2002 Permit Issued By: MICHAEL BIFFER FEE INFORMATION PAYMENT INFORMATION Description Unit Sq Ft # Square Total Receipt # Cash Amt Check Amt Check Number Chrge Chrge Uns Feet 1 & 2 FAMILIES / PER 60.v .00 1 .'. 60.ar; 7088 60.00 3733 APPROVAL INFORMATION Description Sta App/Den Dt App/Den By BUILDING AND PLUMBING A 8/06/2001 MICHAEL BIFFER AREA VARIANCE — ZONING BOARD A 8/02/2001 DAVID A. HARPER COMMENTS/CONDITIONS THIS PERMIT AUTHORIZES THE CONSTRUCTION OF AN OPEN DECK AT THE REAR OF THIS EXISTING SINGLE FAMILY RESIDENCE BUILDING, IN ACCORDANCE WITH LOCAL APPROVALS AND ALL APPLICABLE CODES. HOMEOWNER'S INSURANCE CONDITIONS APPLY TO THIS CONSTRUCTION PROJECT. 6 v‘) Co _\11 ).\ CIV1 (2.-..Tbn * \r, " • , ...., n4 t, , ,,9 ,t1 ,, ,... , ,A, ..., -N., 1 les illiT)11 Atifittotallitiftaktstit II WafiRti*itliiirii,..;1041101111011100,, 1 104 v,,\ , .\ ,i,,,t, _______ W 1 • 11 0 .- 111- Al; •v viti 1477,Firt , 'II 1 11 Tv um, 'io11104)„, 10k ') -tii 'J ..1.3",,, „,,), -Nk. s _, ----______ -1, ktffir, . ' -,,,,,s..\\ --\\ .'k it ...'"--...„.,,......:::'---„,__,_'''''••••,...„ c\ ' i Ni \ , \N , -----, IOW' 1 ' NN \ ill i) )) \ HI i 'Nig i li \ ---- ' III ......„ NNN r( \ 1414,1 \ ----------- 11110 4• �y Gi e': \'' ' a sem\ � °,11.\ Y\ 4.4 I -**) 3...., I tip;) _, 1... 1: ' J NIIII 0\;j1 LY I 7 r a ii) . Q 'NN V �► owl 41 A __,..,„,, --„,-,\A ,......., Q- ,,k. SLOOKN ‘'\1l S ..:9�� 5,`� '� ��/ __IC Uig 4 � , I i. ZONING BOARD OF APPEALS { CITY OF SARATOGA SPRINGS r1 y cit;9 HA 474 Broa6wav) • %, • Saratoga Spirioogs,New York 12866 C°RPORATEO • ��� - 518-587-3550 518-587-6512 Fax IN THE MATTER OF THE APPEAL OF Joan Stapleton 32 Horseshoe Drive Saratoga Springs, NY 12866 from the determination of the Building Inspector involving the premises at-32 Horseshoe 3 Drive,.in the City of Saratoga Springs, New York being Section 178.44, Block 4, Lot 33, outside district, on the Assessment Map of said City. WHEREAS,the appellant having applied for an area variance under the Zoning Ordinance of said City, as amended, to construct a deck at the rear of the existing detached single family residence building in the Village at Saratoga Planned Unit Development District and due public notice having been duly given of a hearing on said application held on the 25th day of July 2001. • WHEREAS, after due consideration, the Board makes the following resolution and finding of fact: The area variance for relief of the rear yard setback from 40 feet to 34 feet as shown on the submitted plans be granted for any or all of the following reasons: 1. The applicant has demonstrated this action is the minimum variance which would alleviate the hardship. 2. The granting of this area variance will not have an adverse impact on the essential character of the neighborhood because this property backs onto Crescent Street and this addition will not impede on the required 20 feet no cut zone. Dated: July 25, 2001 Adopted by the following vote: 5 Ayes; 0 Nays ZONING BOARD OF APPEALS OF THE CITY OF SARATOGA SPRINGS, NEW YORK —a/ 42.,,,/ L! Date Chai(11Ara%am.wl.' I hereby certify the above to be a full, true and correct copy of a resolution duly adopted by the Zoning Board of Appeals of the City of Saratoga Springs on the date above mentioned, five members of the Board being present. , n y 2 Date l / ) )/J( I, Secretary . cpro(.q •.S�, ZONING BOARD OF APPEALS ' "' CITY OF SARATOGA SPRINGS City Ha((i 474Broaaway yfYh• ) Saratoga Springs/New York 12866 CORPORATED `9 518-587-3550 518-587-6512.Fax www.saratoga-springs.org Filing Date: NOTICE:This appeal must be completed legibly and filed with the Clerk of the Board within twenty days of the date of the determination of the Building Inspector. The application must be specific in all sections of the application APPEAL FROM DECISION OF BUILDING INSPECTOR AND APPLICATION FOR A RELIEF UNDER THE ZONING ORDINANCE A. STATEMENT OF OWNERSHIP AND INTEREST Owner Applicant (If not applicant) Attorney/Agent Name doors S 0efnu Address 3 a.. IIOR$e ShOe D� Sara ck Spr)ncss R.1� Telephone 364-358aLC) �R"gSRblw) Fax 43 -9595 PREMISES AFFECTED Address (number and street) ! 3 z Iroese Shoe TY r Side of street (north, east, etc.) t78 - 414-k-1 -33 City Assessment Map: Section , Block , Lot , Inside District_, Outside District_ 1. Date acquired by current owner: 4-3 —0'1 2. When purchased, said premise was zoned (district name): 'PUD 3. Present use of property: T2L' o iv kto,.Q - I c.-okintAliy 4. Current Zoning (district name): 45/Atvl�lc�� 5. Has any previous application or appeal been filed with this Board in connection with this premise? o yes -1: o If yes, when? 6. What is the applicant's interest in the premises? sl;.owner 0 leasee ❑ option to lease or purchase 7. Is the premise located within 500 feet of a state park, city boundary, or county/state highway? ❑ yes Xno 8. Brief description of proposed action: 12p,ct r d e6�U k)(3 c f Qty',e d a LJ t t' D 9. What is the projected cost of the proposal? 3 DOZE 10. If the application is approved, what are the starting and completion dates? 1 Min eci)cc± - 2 wk pro ec- 11. Has the work, use or occupancy to which this appeal related already begun? ❑ yes ›tko . ._ -_... • Zoning Board of Appeals Application Form Page 2 I hereby appeal from the determination of the Building Inspector, dated J L'1-.1 5 2� 1 and do apply for the type of relief indicated below. B. ARE YOU REQUESTING.AN INTERPRETATION? 0 YES ANO (If yes, answer each of the sections below.) 1. Of what sections(s) of the Zoning Ordinance are you seeking an interpretation? Section(s) 2. How do you request this section•be interpreted? • 3. Do you request alternative zoning relief in the event that you do not obtain an interpretation as required? ❑ yes ❑ no 4. If the answer to#3 is "yes," what alternative relief do you request? o use variance ❑ area variance (as stated below) (as stated below) c. ARE YOU REQUESTING AN AREA VARIANCE RYES ❑ NO (If yes, answer each of the sections below.) 1. The applicant requests relief from the following dimensional requirements: Section of Type of Ordinance Requirement From To IS�Z�cI Salave R e7�2 M f'1- C> se)r bcuk "}o FT- 34 F r. s P,v.D. L(-GAsLWrt 2. Please state the reasons why an area variance is necessary: Rad_ 92' x 12' decli_„ 61\ vI& A.v -D ac.c_ornvrodc . .�� VA +b Wle v1Sl CY15 LU kl k muted, C--or ?I/4,o l LLl_.P *ANe sap t3 3. Explain why the granting of an area variance will not produce a change in the character of the neighborhood or detriment to nearby properties. RM.' pro-�e(1A �r/ts 20 AD cud zone. - v.)it1 not- avec 0 ptoperk on( atrut rnakm c hou5-e rex- + pay s.e.lbe as u3ti l 4. Can the benefits sought be achieved by some other feasible method other than an area variance? ❑ yes Xno If"no," what alternatives have been explored and why are they not acceptable? rfiNrncd Dp\-tc s clue . : v Ior Srzt Zoning Board of Appeals Application Form Page 3 5. The variance requested is the minimum variance which will solve the applicant's problem because: of dL11i10 oNVAncl(4, g x ? 1A0i-- ala'x.I D! hod -u 6 PlaA necQ lra.av d V.M0� , ) t S sem - bcq ' Q2o1Kk. kin, 6. Explain why the granting of an area variance will not have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district. ?foptA\-4 bac s uxe CtfsceyvY 51- clots Ao-1- I huvaa a0Zot 7. Explain whether the alleged difficulty wps self-created. (Did you pyrchase the roperty with the knowledge of the difficulty?) WA- o yu y' ck\- 4,1./smi of pur(inu _ 8. Does your request for an area variance involve any of the following: 1. A request for dimensional relief from requirements of total lot size which would allow additional permitted units and/or permitted uses? )(es .1fno 2. Request for relief from on site parking requirements? ❑ yes bio 3. Request for reduction in land area requirements for multi-family units? o yes p>fp (If yes to a, b, and/or c, be aware that Section 240-14.4.A.1.6. requires that an application shall be made for a use variance and decided under use variance criteria. You must complete section D below.) 9. The cost of complying with the ordinances dimensional request is estimated to be $ greater than the cost if the area variance(s) were granted. D. ARE YOU REQUESTING A USE VARIANCE? 0 YES XN0 (If yes, answer each of the sections below.) 1. The applicant requests relief to waive the use permitted in Zone by permitting the following use(s): 2. The premise in question cannot yield a reasonable return if used only for a purpose allowed in that zone because: Please submit the following financial evidence (additional attachments may be added as needed): a) The amount paid for this entire parcel: $ Date of purchase: b) The present value of the parcel: Total assessed value: $ Equalization rate: Estimated Market Value: $ Other appraisals: Date: By: Estimated Value: $ c) Annual expenses attributable to maintenance: $ d) Amount of taxes paid on the parcel: $ e) Amount of any mortgage or other encumbrances: $ • • Zoning Board of Appeals Application Form Page 4 f) Amount of income from the property $ g) If the applicant has made improvements to the property prior to the date of purchase, indicate dates and costs of said improvements: Date Improvement Cost h) Has the property been listed for sale with the Multiple Listing Service (MLS) by a licensed realtor? ❑ yes ❑ no If yes, for how long? Months What was the original listing price? $ Describe how this listing price was determined: If the listing price has been reduced, describe when and to what extent: i) Has the property been advertised in the MLS book or in the newspapers? 0 yes 0 no If yes, describe frequency and name of publications. j) Has the property had a "For Sale" sign posted on it? 0 yes 0 no If yes, list dates when sign was posted: k) How many times has the property been shown and with what results? I) The variance requested is the minimum variance which will alleviate the specific unnecessary hardship, because: 3. The hardship relating to the propertyis unique and does not apply to a substantial portion of the district or neighborhood. The unique circumstances are: 4. The use variance, if granted, will not alter the essential character of the neighborhood because: 5. Explain whether the alleged hardship was self-created. (Did you purchase the property with knowledge of the hardship?) Zoning Board of Appeals Application Form Page 5 E. ARE YOU REQUESTING AN EXTENSION FOR AN EXPIRATION OF AN EXISTING VARIANCE? 0 YES )410 (If yes, answer each of the sections below) 1. Date variance was granted: Extension date requested: 2. Type of variance? ❑ use ❑ area 3. State why the extension is necessary: - 4. Since the variance was granted, have there been any significant changes on the site or in the neighborhood? ❑ yes o no If yes, please describe: • F. ARE YOU REQUESTING A HARD; P APPEAL FROM HISTORIC OR ARCHITECTURAL REVIEW? DYES O (If yes, answer each of the sections below) 1. The applicant requests relief from the decision made by the Design Review Commission (DRC) on , 19 . The applicant requests the following specific elements of the DRC decision be reversed: Identify the estimated hardship value that the DRC decision would cost: Cost of improvements with DRC decision? $ Cost of improvements if hardship appeal is granted by ZBA: $ 2. Describe, with dollars and cents proof, how-the DRC decision has made this property incapable of earning a reasonable return, regardless of whether that return represents the most profitable return possible? 3. Describe how the DRC decision could prevent.the adaptation of the property for any other use permitted by the Zoning Ordinance in the zoning district in which the property is located, whether by the current owner or by a purchaser, which would result in a reasonable return: 4. If the DRC decision rejects a demolition request, describe the reasonable good faith efforts that were made to find a purchaser interested in acquiring the property and preserving it: 5. Describe the good,faith efforts the applicant has had with the DRC, local preservation groups and interested parties in a diligent effort to seek an alternative which will result in the preservation of the property: • • Zoning Board of Appeals Application Form Page 6 G. ATTACHED HERETO and made a part of this appeal are items listed below, which are the minimum required. The application will be considered incomplete without all of these items. 1. A copy of the Building Inspector's Denial. 2. Proof(or admission--see below)that this Notice of Appeal has been served on the Building Inspector and on the Clerk of the Zoning Board of Appeals. 3. Ten sets of "to scale" drawings of the proposed structure (if any), showing its internal configuration, location on lot, and dimensions and boundaries of lot. The drawings should show the proposed or existing connections of the subject property to utility, water and sewer lines, and any natural or man-made features of which the proximity might affect the subject property (e.g., drains, ponds, easements, etc.). The drawings should not be larger than 24"x36". 4. A completed SEQR short environmental assessment form (for use variance only). 5. Oneset of photographs of the premises or site that relates to the subject of the appeal. 6. Application fee (non refundable), make check payable to the "City of Saratoga Springs" Interpretation: $100 (no fee if part of application for use and/or area variance) Use variance: $300 Area variance: $100 for residential and $200 for non residential (no fee if part of application for use variance) Extension: $ 75 Hardship appeals: Historic Review $ 0 Architectural Review $ 0 STATEMENT OF ADMISSION I, the undersigned, the owner, leasee or prospective owner with a purchase contract or prospective leasee with a contract on the property, or a person designated in writing by any of the aforementioned parties to represent the applicant as attorney or agent, hereby request an appearance before the Zoning Board of Appeals. I agree to meet all requirements under Section 240 of the Zoning Code of the City of Saratoga Springs. • I hereby depose and say that all of the above statements and the statements contained in the papers submitted herewith are true, to the best of my knowledge and belief. Sworn to before a this date: Date: ita`, 1 Applicant: t.71- 1�J'� ,Q�� N; - IP I ota► Public LYNN M. E. BROWNIE Notary Publ?c,State of a o:ka Saratoga Count/ No Commission Exp:,es: July Service of the above notice is hereby Service of the above notice is hereby admitted this date: admitted this date: • �Vtiti (p1 94,01 Building Inspector Clerk, Zoning Board of Appeals Official Form #1 Revised: August 1999 -----1_ - .; � _ - ... Ay •s ,,# fir „4.2. }a.:+ : • • t ` 4 ir----,.. ,,,, • A.,,I. I.,. • , , .,::.I ?ALA' . 11 .u. . .. , ; , ...,: :.,. ... ...... ... .„--.. .. . ....._=_.• . ! t ...... , .. . . . ..:. ..,....... . , .. . „. ,.. . . .. . . . . . • • ..... . . • . . . . . .: . • .: .,.. •. ... . , • . . . • • ,,,,.".. . , _ _Turs , ., !ate -Is . . , - . --. \ --t77 1 , • \ l lo/sc- • -- -__ � ,.......,___.=. , :»_ _ • 3 ._P ole,se S hot. ,. -- f211. -.-. '7, - ku.;.t $6...,41.tit 7::''.-4:A.. :'4.Li.;‘:*.e.-:1:' . ' . Oii 4 - :: ari @1 � e a177 . —,....- _. ..„...-__ ,.„-- ! ..,......„----- Ne . _......_ ...........--- __-_------- i _IN tY STORM SEWER NO MANHOLE e- / / 7- . 8•SANITARY SEWER %% O��VV / / 1 MANHCIef -. x• Z R44 / • //��, �RastoP V o 3 3 ,5, p i _ a wnrER MAIN _ ; SIN -- CUT '`03 ti 11 • _ N , a F4.es/ CURB _ '/'1 5, ; .12/1`\1 (. i3, eo ....--- sou,ALIc - 33. /3/ �(p •vl / •• �:1113. _ �''1�;,.• w2, 1� o " ie,,-� 1.30 IUM SLOG SETBACK S�1 1 `O\ %�/Wt4 \' / /kM MOUS \ \ 0\ �r ` N- Poi o a a °^-� \ m �0 \' w �p� o — — --— — em, ta a _n \� • \ 1. 2 2 . - \` �1 ZL \ o \� `- / � 4 s o 1-1. g 1, .(2,..--- -' \ o_ `N,14kUMgx-j V i ' \ i \/ • / 1 Z. y _ co - D � 6uFFeR Z Gv1 to �� 33 \`o . , : 3�.9 cJ 4 : 65.41. Ce• g _ ��S T G a 7 PAGE #4 Dat© (0 2• LocAtion 3 l ; ,/ _ Pormit/Fi.Jo No. * LOCATE MAIN BUILDING, ACCESSORY BUILDINGS. AND :ANY ADDITIONS. GIVING ALL PERTINENT YARD DIMENSIONS. REAR LOT LINE Y_ ft REAR YARD ft LEFT `'"'"17 LOT LOT LINE RIGHT ji ,ft Ito � �P'G�n ) LINE /n7 ft 5 ci-i7ack athAdtect (rooky. �,_. LEFT„'.pt MAIN . YARD --� BUILDING -+--. RLGHTf YARD • FRONT YARD ft FRONT LOT LINE ft • / moi / /Ne � � � .%,.., Vik-I -...,----- ''------- SIN 12'STORM SEWER /G`Is JMANHCLE." / �� 8'SANITARY SEWER NO% / /% MANHCLE/4 NS • /�\ ,oke BStoP 3 3 p' i � —8' WATER MEIN --.d -. . .76 •- 30 / -JT m :SIN C,.iRB�•, \\ • F , - - / CURB C , <�/ `�i � FO / SIDEWALK 2 ' -33, /3 _ �1 . / ll.Y3 �y (P., \\("‘13 \\ 4o n G �\ \ N Wji �` ___ __ �_ / UD` \ \ O\ FOtN \o /gy\\WJM MUM BLDG SETBACK \ ' / _ 41- 1, 9o<cr '- ti o \ OZ 7 \ \\ - ,• ti N \ 1% moi' \s . N N a+ -o_ 1 \\ ,. G� \� g�c�Rs Stitej W4 V m' �`25 \ Ca \1 u`_ i \ 2------ \ -iii-3• \____;" O P\ Z. i , CPN x, v / •••''.--<-----/H) z 33 • ° _�� \`o 3L. 9 r GRES a DENIAL OF APPLICATION FOR USE OF LAND AND/OR BUILDING ON BASIS OF ZONING ORDINANCE NONCOMPLIANCE • =;o.P1-N\ permission to: having applied to me for C - c--1- to I (v a14 a-P P t<c 6�T tZCr��Z d'i= sTi P s i 1,1 F-PA wok R. sip G on the premises at 3a_ 1-1-012-ESS ID tax map identification number 178,(14_ y, , 33 in the City of Saratoga Springs with on the Assessment Map of the City of Saratoga Springs, New York. The said application is hereby denied, upon the grounds that such contemplated use of said premises would violate Section a Ifo -2.to the Zoning Ordinance of said City in the followin of g particulars, namely: 1t��LA�E � sPr¢.A-rocoA 5 P b e5ta-V !� GL CSS Tcry�� c_ez.e-14. p-peiloya v+t d?'t1"�`-t Co -FT, t T L ( 4 rwk 1-4 o F-T- R L( H-t2- SE-r-c3 I-cV-.. - Comments: Premises are in Zone V I L DR,{Y- A v ,� Type of relief: 0 Interpretation p Area Variance 0 Use Variance o Extension for an expiration of an existing variance 0 Hardship appeal from Historic or Architectural Review 0 Advisory Opinion required from Saratoga County Planning Board g( 91-= Date Buildi Inspector Official Form No. 1B September 1999 )1:11-3 LIMP EICI 55 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY c5 40 FULTON STREET -- NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 ROBERT OMEGA HOMES 5 5SANTORELLI, 3675 CARMAN RD. 32 HORSESHOE DR SCHENECTADY, NY 12303-5428, SARATOGA SPRINGS, NY 12866 c5 Located at 32 HORSESHOE DR SARATOGA SPRINGS, NY 12866 5 Application Number: 1002113 Certificate Number: 1002113 S �5 Section: Block: Lot: Building Permit: BDC: A218 5 5 Described as a occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: Basement,First Floor,Second Floor,Attached Garage,Outside, 5 c5 5 was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below,was 5 found to be in compliance therewith on the 13th Day of 03/22/2001 Name QTY Rate Rating Circuit Type 5 Alarm and Emergency Equipment 5 Sensor 6 0 Smoke Appliances and Accessories Bell Transformer 1 0 Exhaust Fan 3 0 5 Furnace 1 0 c5 5 Wiring and Devices Fixture 25 0 Incandescent 5 Fixture 3 0 Fluorescent 5 5 Outlet 2 0 Fixture 5J 55 Receptacle 48 0 General Purpose Receptacle 9 0 GFCI 5 Receptacle 1 0 Dryer 5 Receptacle 1 0 Range 5 rj Switch 32 0 General Purpose Dimmers 2 0 600 General Purpose 5 Outlet 3 0 Telephone seal C, 5Outlet 2 0 CATV C, Continued on Next Page 1 of 2 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 C. RP EPLPr PEPL�rJ�rJLICI r I 1�[PCIS[.f[ �[17[1@PLLIEP[P[.I�rJ�r�[n[P[n[J�[.I@![.J�[n[1�[J�r�[P[J�[P[J�rJ�rJr�r�[n[n[P[I�[J�[1�[1[P[J�[I�C1�rJ�[1[n[J�[n[J�[J�[1�[PrJ�[J�[n[n[M LOAM BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY C5 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 51 SANTORELLI, ROBERT OMEGA HOMES 3675 CARMAN RD. 32 HORSESHOE DR SCHENECTADY, NY 12303-5428, SARATOGA SPRINGS, NY 12866 Located at 32 HORSESHOE DR SARATOGA SPRINGS, NY 12866 5 Application Number: 1002113 Certificate Number: 1002113 5 5 Section: Block: Lot: Building Permit: BDC: A218 5 5 Described as a occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: c� Basement,First Floor,Second Floor,Attached Garage,Outside, 5 5 was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below, was found to be in compliance therewith on the 13th Day of 03/22/2001 Name QTY Rate Rating Circuit Type 5 Service 1 Phase 3W Service Rating 200 Amperes Service Disconnect: 1 200 cb 5 Meters: 1 5 5 5 5 5 5 5 5 5 5 5 5 S 5 5 5 seal 5 2 of 2 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. C. o�������������������LOPED UPPED aEl ` qt IHad/'l r Wel � March 28, 2001 � + g A ttn. Mr. Mike Biffer Building Dept., City of Saratoga Springs City Hall, 474 Broadway Saratoga Springs, NY 12866 23 Church St. Saratoga Springs Re: The Adirondack, #32 Horseshoe New York, 12866 Village at Saratoga, Saratoga Springs,NY Dear Mr. Bifter, Engineering America has been requested to review a framing change in the Adirondack being constructed at#32 Horseshoe in the Village at Saratoga. The following detail outlines the revision and EACo.'s conclusion: 1) The 3" steel column originally specified to be located at the corner of the basement stairs was replaced with a(3) 2x4 support. The support was placed in the same location as the steel column and sits on the specified post pad. Engineering America Co. has reviewed this revision and finds that it is satisfactory. The original draft of this letter will be forwarded to your attention via US Mail. This letter and the item listed shall serve as permanent addenda to the original plans. Please contact our office with any additional questions you may have. Thank you for your time and cooperation. Sincer y, Georg asenchak, P.E. G MY/tly Enc. Cc: O'Connor/Village at Saratoga phn. 518/587-1340 fax 518/580-9783 . Mar 28 01 03: 04p . 518-580-9783 p. 2 ', • 1 r•: 4 sc., r7All W 0 c March 28, 2001 '. a. Atte: Mr. Mike Buffer +t, 1.6 Building Dept., City of Saratoga Springs . City Hall, 474 Broadway 23 Church St. Saratoga Springs, NY 12866 Scratogo Springs Re: The Adirondack,`#32 Horseshoe ' I New York, 12866 Village at Saratoga,'Saratoga Springs, NY Dear Mr. Biller, - Engineering America has been requested to review a framing change ir. the Adirondack being constructed at lt32 Horseshoe in the Village at Saratoga. The following detail outlines the revision and EACo,'s conclusion: 1) The 3" steel column originally specified to be located at the corner of the basement stairs was replaced with a(3)2x4 support. The support was placed in the same location as the steel column and sits on the specified post pad. . Engineering America Co, has reviewed this revision and finds that it is saris ltetory. The original dram of this letter will be forwarded to your attention via US Mail. This letter and the item listed shall serve as permanent addenda to the original plans, Please contact our office with any additional questions you. may have. Thank you for your time and cooperation. Sinccre,!y, Ceorrgki asenchak,P.E. GMY/tly Enc. C e: O'Connor/Village at Saratoga phn, 518/587-1340 fax 5181580-9783 . Mar 28 01 03: 04p 518-580-9783 p. 1 t 'n .7".. , • /4 8 ,I , g tal 41 �� r g >:��'�t df'�`�7 f4i 3'B! m� Cu>ri 7i f�K.,w r Ji�' e}�<,},s+pk ��s. els ti ff t i fi# i K F } ' 1. 3if lk ;# :Ft ' f ci}3 ;1lr�i uii >.FY9Y.i1 ! � �r ' E1�C<r Lc.... k 23 Church St. To: ` ON 0py7--- Phone: (.. Saratoga Springs Vi u_ik6e R.AT2Xc 5'0 O_ 8 New York, 12866 Fax II From: op A Ase i...)C+i Ak__ Date: 51.2 i5:D I Re: *"6 2 tZS-eS I *Pages: a ic)i en,`f'2 CC: t Ke 7 P f FeR- Phone: 6-87- 3 5 6111/ ar= SRkAYD Q1.1)CpT' Fax: r o- /ii j ; 0 urgent KFor Review 0 Plemi,comment 0 Please Rev 0 as Requested n phn, 5I8/567-1340 Received by: Date: ._ fax 518/580-9783 . APPLICATION FOR PERMIT FOR a Z Lfb INSTALLATION OF PLUMBING APP.NO. Building De rtment, De FILE NO. pa partment of Public Safety City Hall, Saratoga Springs, New York 12866 - (518) 587-3550 FOR OFFICE USE ,ONLY APPLICATION DATE:,'20/- i 1.I S PERMIT NO. 11-7q(0 PERMIT DATE 248 (% ( CONDITIONS PERMIT FEE'50. Application is hereby made to the Building Inspector for the issuance of a permit for the installation, alteration, or repair of a plumbing system (including any part thereof) within a building or structure on private property in the City of Saratoga Springs, pursuant to Chapter 83, Article III of the Code . of the Cit of Saratoga Springs. The owner and� contractor agree to comply with all applicable State and Local Regulations and Ordinances including all applicable provisions of the New York State Uniform Fire Prevention and Building Code and all conditions expressed in this application and will allow all inspectors to enter the premises for the required inspections. The following regulations shall also apply: A. This application must be completed and submitted to the Building Inspector. B. This application must be accompanied by : 1 - As needed - plans and/or schematics of the proposed plumbing system(s) . 2 - Copies of the master plumber's license and his current registration. 3 - Proof of the master plumber's liability insurance, specifying limits of liability not less than $1,000,000 with the City as "Additional Insured"; or proof of an owner's and contractor's protective liability insurance policy, specifying limits of liability not less than $500,000 each occurrence both for bodily injury and property damage, and with the City as "Named Insured". 4 - The appropriate fee as calculated on the reverse side of this form. C. Plumbing work for which this permit application is made shall not commence prior to permit issuance. Minimum 24 hr. notice required for all inspections. D. Required inspections may include but are not limited to: 1 - A pressure test on piping of the potable water supply system prior to covering or concealment; test pressure shall be equal to at least the maximum pressure at which the piping is to serve. 2 - Water pressure test(s) on building drains, drainage and vent piping, prior to covering or concealment; test pressure shall be equal to at least+ a/�10-foot column of water. JOB SITE'//4-V/G�%f �1 2 3 $A GGr COST OF PLUMBING WORK 1, G�' K OWNEROWev4. /7UN, ,3�": PHONE ( )CS�496 XADDRESS '/ T/71-Z.9 2. =' /1-2et SIGNAT.• Atifr; DATE 2 (NA - 6 / MASTER PLUMBS• (C#4(r//J`'4c 1�,oc`I' PHONE ( ) �� - Z 3 Q v ADDRESS ! ( / 4/(.td itk-1 L �--c C7 SIGNATURE 4hI DATE 2 - O s r- 0 CALCULATION OF PERMIT FEE FOR INSTALLATION OF PLUMBING WORK 1. BASIC CHARGE BY OCCUPANCY TYPE: (a)PERMANENT - NO. OF DWELLING UNITS : / X $15 PER UNIT = ( 5— (a) (b)TRANSIENT - NO. OF SLEEPING ROOMS : X $15 PER ROOM = (b) (c)COMMERCIAL - NO. OF TENANT SPACES : X $30 PER TENANT = (c) (d)ALL OTHER - NO. OF BUILDINGS : X $30 PER BUILDING = (d) 2. INDICATE QUANTITIES OF EACH FIXTURE AND/OR PLUMBING COMPONENT BELOW TO DETERMINE FEES IN ADDITION TO THE BASIC CHARGES: *WATER CLOSET 7 BIDET * URINAL *LAVATORY 3 ' BATHTUB(WITH OR WITHOUT SHOWER) / SHOWER STALL I *SHOWERS (GROUP)- PER HEAD *SERVICE SINK * KITCHEN SINK 1 'LAUNDRY TRAY 'DISHWASHER ' HOSE BIBB a * DENTAL UNIT 'DENTAL LAVATORY ' DRINKING FOUNTAIN *FLOOR DRAIN 'WASHING MACHINE CONNECTION * HOT WATER TANK ' HOT TUB OR JACUZZI * ROOF DRAIN * OTHER I (e)TOTAL- NO. OF FIXTURES AND/OR COMPONENTS : fX $2.50 PER ITEM = 3 (e) v v 3.ADD ALL DOLLAR AMOUNTS IN THE FAR RIGHT COLUMN c o FOR a, b, c,d, and e ENTRIES: TOTAL FEE AMOUNT = cJ (MAKE CHECKS PAYABLE TO "COMMISSIONER OF FINANCE") ,grAp rA, November 8, 2000 rue 6 fkIM Attn: Mr. Mike Buffer 1111k. 11/4_11t Building Dept., City of Saratoga Springs City Hall, 474 Broadway Saratoga Springs, NY 12866 23 Church St. Saratoga Springs Re: Stapleton Adirondack,#32 Horseshoe New York, 12866 Village at Saratoga, Saratoga Springs,NY Dear Mr. Buffer, Engineering America Co. overlooked two (2) window revisions that were to be made to the single family residence, the"Stapleton Adirondack" located at #32 Horshoe in the Village at Saratoga. The correctd items are as follows: 1) The window located in the front wall of the living area was incorrectly labeled as a(2) 2852 on the window schedule. This window, as shown on the plans and elevations should be a (3) 2852. The new rough opening for the triple window shall be 102 7/8" x 65 'A" . The (3) 2x10 header remains correct. 2) The window"r' , located at the stair landing was incorrectly specified as a 2032 double hung on the window schedule. This window, as shown on the elevations should be a single awning window 24"x24" square. These window revisions do not negatively effect the light/vent schedule of any room in the residence. The original-draft of this letter will be forwarded-to your attention via US Mail. This letter and the items listed shall serve as permanent addenda to the original plans. Please contact our office with any additional questions you may have. Thank you for your time and cooperation. Sincere , t.zi4,..r_„it • George . senchak, P.E. GMY/tly Enc. • Cc: O'Connor/Village at Saratoga phn. 518/587-1340 fax 518/580-9783 ENGINEERING AMERICA 5185809783 P. 02 I 1 ' _ November 8, 2000 i 1 lea Attn: Mr. Mike Bflfer 1\ -\:: P Build' g Dept., City of Saratoga Springs City I, 474 Broadway , ' Springs,ICY 12866 �---- �--,.. Saratoga 23 Church St. I Sakratogp Springs Re: j Stapleton Adirondack, #32 Horseshoe New York, 12866 Village at S atoga,Saratoga Springs,NY 1 Dear Mr. Buffer, ' , • Engineering America Co. overlooked two(2) window revisions that were t' be made to�the single family residence, the"Stapleton Adirondack" locate at#32 Horshoe the Village at Saratoga. The correctd items are as follow: I) The window located in the front wall of the living area was incorrectly labeled as a(2) 2852 on the window schedule. This window; as shown on the plans and elevations should be a (3)2854. The new rough opening for the triple window shall be 102 7/8'} x 651/4" . The(3)2x10 header remains correct. 2) The window"I" ,located at the stair landing was incorrectly specified as a 2032 double hung on the window schedule, This window,as shown on the elevations should be a single awning window'24"x24" square. These window revisions do not negatively effect the light/vent sched a of any roo`in the residence, 1 The original)draft of this letter will be forwarded to your attention via US Mil. This letter and the items listed shall serve as permanent addenda to the original plans. Blease contact our office with any additional questions you may ht.ve. Thank you for your time and cooperation. • i Sincere , I ,..„14vAzie—ell'• . George M. senchak, P.E. • GMY/tly Enc. 1 • Cc: O'Connor/Village at Saratoga phn. 518/587-1340 fax 518/580-9783 I ENGINEERING AMERICA 5185809783 P. 01 e, if i'l . l --4-c--. vz. r ! I :ii:l ::,',;42 ' 1, x:a;,i:i >ri iia; •:z:r.:4 1 xiR'O "5<�`•K a` q/ �'.iY.fEe: '$:o:o:xq:ai :,;'':''':'...-.z...-i:�:�.. :':i.'<i'1... • aid"w ff:<,c:<.<:.. � ii:k6lf if i X?' ee:e ::f <4 p.t erg, fox .. •:k.xn>•. : '�:. i ,.,; 2 Church-St. To: lirr(e 4/P le-- Phone: 57 _3, 6-7) Scratoga Springs urs % ,SR6W- New York, 12866 6106. T. Fax: ...5—g 9_6,✓/oZ I From-..._�p'f�-. �4a#Mç Date_________ -------- --�--a ' Re'*34ZdAe' e5i/ ellliel etifel'#Pages: p� 0 eove,---' --._...._ CC: gly!�f 0 '1101,/Wi2__ Phone: 9 4f- r/eR VrG1 4C° ? Ae�r '� lax: 5-eo'/ j CI Urgent ``�Revi4w ®Please Comment ❑Please Reply ❑As Rey -: ,4 • , 1 1 Notes: 1 : {/YIl1-e--- 1 j ;. 1A77 elleo Ai'11240,0 -- /,va0) I iS/p,�_, rii4oe .r7 The ,� 'i1P,vCe� ' i,, 4 3 a/io,ePstie. ; :. Pe:aK eha cJ/% /l N�/ ll�l�'11065 I • i /7.4'-;: /-- , ., : ,.I • i . 1H I 1 .,!ii: . jf 1 ! II ! ' , phn. 518/587-1340 Received qy: .f Date: fox 518/580-9783 — A File No. 1 9 5 3 1 APPLICATION FOR BQILDING PERMIT ----- -- CITY OF S=pGA SPRINGS Building Department, Department .of Public Safety City Hall, Saratoga S Prings,• New York• 12866 -- [518) 587-3550 Application is hereby made to the Building Department for the issuance of a Permitostrucpurs of buildings,hN.Y.YState Uniform Fire Prevention and Buldin Buildingh construction described. additions 'or -alterationsg Code for the The applicant or owner 'a � C fory withrival or demolition, as ordinances, regulations and all conditions expressed on this application grass to comply all applicable laws, these requirements, and also will allow all Inspectors to eter ' premises are required inspections. The following regulations shall. apply: part of premises for the A. Application must be filled in completelyand submitted ubmitted to the Building Department.. B. Application must be accompanied by; 1 . Plot plan showing lot dimensions; another and to he lot lines; ; buildings on the lot and their distances property. and a detailed description of to one 2. Complete set P the layout of the of plans showing proposed construction and a • complete set of specifications. 3 . Appropriate permit fee. pplicati • C. Work covered by this application on shall not commence prior to permit issuance. D. Occupancy of a building or premises to which this application prior to the issuance of a Certificate of OccupancythisDeapplies shall not occur E. Any deviation by this Department. from approved plans must be authorized by the approval T subject to the same procedure established for the examination of the original la of revised plans F. Building Department shall' be notified plans. I . ' to the required schedule of inspections, whichmshall cinclude but not limited] e - 24 hours in advance according 1. Foundation footing before pouring concrete to: 2. Foundation before backfill 3. Secure surveyor's location of foundation and submit to Building Department 4. Plumbing, heating, framing, electrical and insulation before closer 5. Prior to occupancy, P mint final inspection for_Certificate of Occupancy, g in of work. G. All electrical work needs inspections by and a certificate of complianc approved inspection agency. e from an H. The building permit is effective for one year from the date of issuance conditioned for a lesser period of time. unless For office use Zoning Informations VlL-R -3 Application No. S14.--.6 Zoning District {� Permit No. 41531 L Sect-B1krLot Applied L] GJ a. � Lot Width Issue,deny date Lot Araa 11c� T Permit type 1•Te i b No. of Bedrooms_ tot) 1st Floor Area 12.0 Permit fee L ) T� No. of Stories 2nd Floor Area 8 OKAWBldg. Height 14 �� � �-- Basement Area Job Site 3� o Yard Dimensions for Prince al B uildin Z.a rig Front_ Rear Left Right -m1A1' + owner 420"✓ 14'3610'; l G, Accessory Buildin� - Distance To Addres Principal building__________ — Rear lot line Left lot line q,� ,L c�.T�_ Right lot line Phone Z'''YO/y • + ApplicantC!�i� Is job site in a floodplain?' yet n Address Is job site in 'a historic district? yes noLO Phone .4„.6=_____ 78._______c5 I Construction Costs �j + Contractor ------ Basic Improvement Address Electrical —$ ij ' 2 Plumbing ----- Heatingjr> Phone Other ----- � Comp. CarrierON/T� TOTAL COST ��`��7�,�� Policy No $ u/v L ,r . . 4 1 PAGE 2 - SPECIFICATIONS & MATERIALS CHART D % -- _ _,..._______ GENERAL I SIZE, MATERIAL SPECITICATIONS- OTHER ' FOOTINGS psi I DRAIN going .to: SLAB •• • psi FOUNDATION WALL psi WATERPROOFING • VENT 1 COLUMNS, PIERS psi I GIRDERS EXTERIOR WALL STUD . O.C. INTERIOR WALL STUD o.c. FLOOR JOIST, 1st FLOOR _-____.._�_.. ._. o.c. FLOOR JOIST, 2nd FLOOR o.c. CEILING JOIST - '— ---- o.c. ROOF RAFTER o.c. COLLAR TIES . o.c. RIDGE FLOOR SHEATHING WALL SHEATHING ROOF SHEATHING INSULATION SIZE MATERIAL 1 VAPOR BARRIER R-FACTOR 1 FOUNDATION - OUTSIDE =— - FOUNDATION - INSIDE • UNDER SLAB- • EXTERIOR WALLS . CEILING/ROOF FINISH WORK SIZE I MATER - - . IAL UNDERLAY OTHER EXTERIOR WALLS INTERIOR WALLS FLOOR —• — —---._......._. CEILING ROOF --___._ • MISCELLANEOUS SIZE MATERIAL ,` ti Page 3 HEATING SYSTEM PLUMBING - V UNITS & VENT SIZE • TYPE FUEL 64-S. _____ _ SINKS � LAVORATORIES VENT-MATERIAL SIZE . — TOILETS- TUB/SHOWER �� SEWER - TYPE - CITY , PRIVATE DESCRIBE (DRAW ON SITE PLAN) • WATER SUPPLY PRIVATE CHIMNEY AND/OR FIREPLACE : MATERIAL • FLUE SIZE GARAGE TYPE : ATTACHED __ DETACHED UNDER NO. CARS GARAGE/DWELLING SEPARATION : Door Type Hr. Fire Rating Materials: Hr. Fire Rating PORCH: FOOTING ------------ FOUNDATION ADDITIONAL INFORMATION: • • • • STATE OF NEW YORK County off--- •</eW. • as: Oeer - %�►��� "� beingduly y sworn deposes and says that he is the applicant previously named. He is 'the owner or owne and is duly authorized to perform or have performed the said fwork dand to make ands' file this application; that all statements contained in this application are' true to the best of his knowledge and belief, _•and that the work will be perfolmed in the manner set forth in the application and in the plans and specifications filed there- with. Sworn to before me • This day ofd ie2S'X v S gna • e of 0 �♦. � - Notary Public County • • • • • • J G .2=14 Date 4T/ a Location • Por,mit/Fi).o No. * L ATE MAIN BUILDING, ACCESSORY BUILDINGS, AND ANY ADDITIONS, GIVING ALL PERTINENT YARD DIMENSIONS. REAR LOT LINE.. .,. ft > I A REAR . YARD ft • LEFT LOT RIGHT LINE LOT ft LINE ft LEFT f t MAIN t YARD BUILDING ' YARD T—'f_0.' i FRONT YARD ft V FRONT LOT LI NE f t Job Location: The Adirondack @#32 Horseshoe,Village at Saratoga, Saratoga, NY Licensed Professional Engineer: Name: Engineering America Co., George M. Yasenchak, P.E. Address: 23 Church St. Saratoga Springs,NY 12866 Phone: (518) 587-1340 Owner: Name: C.T. Omega Homes Address: Pinewest Plaza Bldg. #2, Washington Ave. Ext., Albany,NY 12205 Phone: Rory O'Connor 584-4890 The undersigned hereby certifies that he has prepared and/or reviewed and modified the attached plans for this house and specifications for subject building and certifies that they are in compliance with the New York State Energy Conservation Construction Code. 4.,...0 , `,0,.,,, i1,• /!/ 4......,v, /.c.I. cr_ile ,s c c,:__...s ,...t.,.... „.._ jrifl, m, George M. ) senchak; PE. 4- VI`!/f!�l�U!!f_.\J t0��`�`` i 1 g -z._ t/mss 5-t/o . . ;-------evve___ pi.) - 1 i-a-c, S 6‘1 (4-isc-7.1 - /S - ,� )__.0-7° o oosr- I'a��� IS=L.�'/ob 1- 5.91 2..\tai Vi/N-)1_A r•-• 5 C."). , - . a ,t, , 40,..., ,.. . . c-t,... v_ n,___ _ . _ _ __ . . _ _ _ __ __ ._ ,,___. ,.. . ,____3___ ., _ . . _____ _ __ _ ___ _. __ _ _ _____ . _ _ _ _. / 5 _ s___ ..____ . _ _ _ _ _ __ _ _ ___ __ ____ _ ._s..4s _...... _ ; _ . ._ __ ._ __ _ __. ... . v./4 r - Aio jc4..._ . _ y-? .77z.- ____-- _ -- - - - . .___ _ _-- ___.../2_./_yF?_ ._ . _ -_ -- _- . - - -_ - ...___f _ --- --- ----- r✓ ,r_—_--1-3-_---.--- _ -- — - — --- --- ,.1 1 o f___2‘.34, _:.__- __ _ -- _ ------- - _____ ___ -z),59,5,_5_ .- - --_ - - - - - . ' 0 7c oex 28.5? (28g . 7 __,. . • . _ 1 5 Pc5/2-5 <—( i-J 6 cC. -- . 4 )-,► _ r e ` C�- t ---7 1-- /ix )3 ,,e f'., ---2...,,0_,,„_, L. icT,2._. .t7-19. --- . L .jcz.85Z..... 2-{• _iI. _ • 4, f �Z_ 8 II - 2.4.5.4;),, ! _ __ _ ._ .2 _ ,___,,,5,4 _________,2„... 3_ a.-,-._ _v..._ ____ ._t__-1 V E9 ..5Arr, ..____--- ' LV ____ . Li_ _Le,...E.P___. R . Ac-T-77---! ____ __ . _ _ . 5- • . 'to yq-,_ _ Az_n---- , . 0 ".CO' 7( -AD'� �_�,51'' `-- !•e e //I 2, .. V. —. r ./. .... °y z____ __ __._ ___w_ .� . .____ _. __ _ _---- ._._-- --_. —_%s - - -✓i '__z.>_. ____ _ r