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17147_1_001_192.8-2-5_9_ARROWHEAD ROAD_NA
t _ 4 I7147 t 2 HI '( 2 l ( M1 4(<ti cl i t.. __ _ ____ .___ __ _ _ __ _ _ ___ _ _ .. ._ r_ ,. _ 1 _-___ Y 25 Hyatt Street-Suite 301 MUNICIPAL DATA Staten Island,NY 10301 ADS SERVICES Phone-(718)815-0707 Fax-(718)815-9101 www.munidata.com Search Date: 05/05/2014 City of Saratoga Springs City Hall 474 Broadway Saratoga Springs, NY 12866 Attn: Building Inspector Address: 9 ARROWHEAD ROAD SBL: 192.8-2-5 Owner: KANTROWITZ KEITH Dear Sir or Madam: Kindly conduct a search within your department for any building violations, certificates of occupancy and/or building permits, and please provide copies of any for the above-mentioned premises. Please, also include by whom the street is maintained. I have enclosed a check in the amount of 20.00 to cover all municipal charges with regard to the above-mentioned search request. Thank you for your time and cooperation regarding this matter. Yours truly, G� Annette Santaliz Production Manager ,11/4Th ("O 2946955 1413070 P N2 _ 3353 CERTIFICATE OF OCCUPANCY CITY OF SARATOGA SPRINGS, NEW YORK Building Permit No V 7 I 4 - Date Issued 3 15 ( 9 7 Owner . . . E E . 1 . H 142K1 ('.1.S Address . . . .l . . . .ft2 g Q 5-0141-- 0014-D Section Block Lot This is to certify that the .N?.EW L.`(. . L--12,. .c_--F-Ls--t). .F3 CI.1.1_i/(1/4.)C,- named above is in compliance with applicable codes, ordinances, and approvals, and is ready for occupancy as a .VETq.CH-M �.r.i,..). .1..-€.. . . .......1_y. . .R'E S I.P8.-.N.3 C.S. The following items are conditions on issuance of the certificate: �� � Date . o'I B 1T 7 Building Inspector. . Il,t.:. e.:.�,Q. . .8 • 11111.11...1111. - • I NiI I ' N9. 16n52 . , i CERTIFICATE OF OCCUPANCY ; CITY OF SARATOGA SPRINGS,NEW YORK i . Building Permit No.....3Q..(2.03...................Date Issued........9.1ff..'.5- 0............ ............ ....... Owner........g......... 0.....e.....14-. ‘!....... ............ ................... .......................................... .............. TAddress. 9.............4.h.e4k.r1....Rei.,......................................................... .......... ............. ax Map I.D.Number.........../44/.•-.... ...-7°1.7. ..--.................................................... .............................. This is to cert0,that the......... ..4..444;'...).-..,'17.0.14/..i.-c.,!..........-.I.-..00 ,..1........................................ , named above is in compliance with applicable codes, ordinances, and approvals and is ready for 1 occupancy as a g7.'.3..... ././..D. e.8.,.. .)............................... .... The following items are conditions on issuance of the certificate..... ................ . ............................... 1 . .......Pg..r.41..1.‘.•...1.-....e,x.i.c54,,c4A......0.4.......4/14 .i.o......... ................. .......... ........ , ....... ............... ................... .......... ........... ................. ................. .................... , , .......... .................. ................. ............... ............ .................... ........... .................... , ............... ..................... .......... ............... ............ ........... ..... ............................ , , , ...................... , .......... .... /iji..,...:74., ................... . ..........:...... _ ........,....;:.._............ ............ ....... 1 .......................... .. I ' N° n 6.r 5 3 CERTIFICATE GA S CITY OF SARATO &II)I/99 OF IR ICON CG sC,NUEPwAyNOCR KY Building Permit No. Date Issued Owner....... r....r. 1 air,i'f,: i. ................ Address TaxMap I•11 Number 13.0c) ( •. with This is to certi&that the named above is in compliance Re5iO4.44 ' '.applicable codes,170o vrd iiinainc.......7,es,4.1a;c1,vap:r4:4alls, and is ready for PP A occupancy as a 4a q-ei4t.R....!., . are conditions on issuancetofathecertificate The following items /34.Spe-c- pe,sym,, 4 - - •• , • • ,..,.,„,_,,,,,,,,.. /00 '<, „ . , /45 .....„.... ,, ,,...... il'bill D Building kspector.... .... , y . ,.. Datet, t . , , . r� TRANSMISSION VERIFICATION REPORT TIME : 05/14/2014 22:51 NAME : BLD/PLAN/ENG/COM DEV FAX : 5185809480 TEL : 5185873550 SER.# : 000E1N859701 DATE,TIME 05/14 22:50 FAX NO./NAME 17188159101 DURATION PAGE(S) @3 00:48 RESULT OK MODE STANDARD ECM CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT INSPECTOR'S REPORT 518-587 -3550 i Job Site: q r. •o43i;icalJ 1i' Permit # 17,/1 Files f71 / 7 Footings Foundation Rough Rough Insulation Septic Other Hieb before before Framing Pluitibing before .. . Concrete Backf ill Sheetrock • Passed ! • , Reinspection Failed • ._ required stop work ection dates _la I Cf f..7 Inspector'f ,/ CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT / INSPECTOR'S REPORT 518-587-3550 i •emereamammsvoammamosamaerwesa,maiwa*.o• /-t- I 7 1 44 7 Job Site: / c'K gal---)I-ILL-OD f?.- .J'I'%`'1--°) Permit # I 7144 7 File* Footings Foundation Rough Rough InsUlation Septic Othet-111---- - before before Framing Plumbing before Concrete backfill dkSheetrock I- • irC-).AC p(i-, krt, 1ftrit 0- 4 --,,,....:6--t-v& 0 0-1 L r7/ )--. 013 i ........... 1.--, r -,,,,,p- D 1A-C it A— "Z" 417-A-C., OT /1.7\r<ec 1,--' LL /12 u......c.)-4-fz.a...-7 -) 0,0, ., ' - . - ' ---. .-' PO Di A F L.-.1,) s ps-,s s7-7 .... -F--oLL., Foom P-1-4.CO—IN-i',..) L. ri- F.:, st.rvic?..Ci '• Cr1-41,.. rar (-)L., -4-,.....,c - iS (1-'5 ci,tivrc41517 ilqz,c5 1,.)-07- Li(...-7.- i ok-ls nit 0-1.....(;) pig Ok- -- C cit'1-7 1,7-7 (/fp 0-..) 6.,,--- F., ,z.6- 5-.1 e2-7-1,-,A Ii 1 q.3p CE) —. — oke_ — F.-, 0 V..... ..- IR c y,...-e-t,r-r C 4:--11.71,-;:it. ir--cre. --,...n 57",,q)tc_Lc- L-)(2-rt_(71:7-/Z, — M ' (C.:. (-3 (--17,,,t,rot,i, • aereanommmomeNt.....•010amearamlimaserVomarewa. 0 ... ''''M MO.n-Sr"k CI'/Y1.15 -;Si I Lo-l',S1-11:XL Lat._( Cr?---,(,..,41... b-g--t R 10 A T j,....1 La)--1 , ) aTv,- ,,,.426016 LY ,r (12 Passed 77,...Reinspect ion Failed required /7 , ,a,Op work 4 , Inspection date s.... (9 IIo (s " I ? nspector ....J._„. .........E......00•1 • ,,,. ,,, `, ;CITY OF SARATOGA SPRINGS BUILDING ,DEPARTMENT . -_ ..._INSPECTOR'S REPORT 518-587-355. --- ' ' i c.~xr; J e Job SiteseP erit# 7)47 . . 9 Filet Footings Foundation , Rough Rough-.., 1I,nsulation :f.Septic Other Final before before ' Framing Plui-n before it Concrete, Backf ill 'Sheetro '> • r ti.' at it ----...,•-••--- - • T u ? y . _,. .,..._. ,1 . .1 uJ S. „L..y <�`i0.. f) - ,_ ,. f 0'1. 't j7 ,--:it`mrd . . `u_ m ,A '' t\Passed,,.-,'/ _,., � �,...Lejnspection <1, ti wired-�'y ._. _.. .. �i Inspection date:�_ Inspector i.. CITY OF SATO Pfd a sugallf p. DBPAR�l'1ENT i --INSPECTOR'S-REPORT 518-587--3550 / Job Sites i ,„/„4 s:, 9 Permit * I L 7 File* Footings .. Foundat. on / Rough Rough naulation Septic Other . Final • before before Fras3in Plumbing before Concrete Backfill .= Sheetrock• • • • Pai�s ae Reinspection Failed- required stop1 work ecti' date': 3. , Inspector ° : , � •, . • . # •fir f CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT INSPECTOR'S REPORT 515-587-3550 / Job Site: 10.-Y1,0a.44-laky rte. Permit # File# Footings F undation Rough •o .h Insulation Septic Other . Final before before F. =min• umbi before Concrete Backfill i'" Sheetrock ort. f $ 1=s, R r, tv G.t44.1 — 0 Pia-, V 1,4$. Pt ' '7"c:3? ....-•, A L-C C:.'.! 0- -r . (v tM,•a V Z.:.P to a t� A'or) r- i., (Ji S^rcs 4__ k +; • Passed einspectio Failed required stop work InsP esti' ` dates nspector , . CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT { ' ` j ` ° INSPECTOR'S REPORT 5/5--587-w X550 V �.. I Job site: / de Permit #.J. 1 File# 17147 Footings Foundation Rough RoughInsulation Septic Other Final before before aurin•►. Plumbing before Concrete Backfill. Sheet rock c 4, 1-015C--• TF-J5-.21.)-157- XPi 2-s f- j S &4c 4 &V"-r-Lrici oar _ 2)`,{� re t` c tegfc:- 6 engoito L a' c-+-! UV+"' of NC eo-t_1 tal-K.4 Aus TZ IPitfccs _rrg (3i_. 3d,%.L. z. �.t.-te:D 1,017-j TH-Ci ptj _rL.3( le— 02. Lai '(. ,ClL-d.._'� iv:r,2..T- k>^ti -am `1 - St . -t 57P Ar t N L NCC. -z,,, 5 !(o ca Ni 2 Ll5 t a`� rim 'r /IQ UT Passed Reinspection. Failed. j � squired stop work � Inspection date : "9"'�2- Inspector ' - 6 • CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT 1b INSPECTOR'S REPORT 518-587-3550 4,-f 2-R ir,o-itzol-D r20-4p Job Site: Permit # 01'47 File# 17147 Footings Foundation Rough 1 Rough nsulation Septic Other Final before before Framin. Plumbin! before Concrete Backfill --- Sheetrock ci-it;a05 c77-- S Pe--'1 c." (Rip 6•72. 772-,,s s P Oa 5p c. — 7-1,,--0 .,),I,Lis ---:-7 (2(cussu-acr Cu-A-CcAS ofo 0 0-'44-b-571c Cepe P(02_ — SIre-u-11-7- --------I;VG-c-su-ce-u- — 1 t•-.) c WI 114.Alieli C.1+AS 1.,5- - SEC crArD 1Z-1...oral 0111- irtil P1i-ou-sCT(ku5risc7 ""f)(4faciLi yo 71-1-6. ooLlez(,,A, 1- ) tolm117— 114-01z,T4- W>P4Lcui2 Passed Reinspection _ ____ Failed -s.--xe lured stop work Inspection date:_ / -( _ 7 7 4--/ Z, „/ - ' Inspector 91-6t4 . . ._ CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT l INSPECTOR'S REPORT 518- 587-3550 q � � 7 Job Site: Permit File# Footings iCundii16171 Rough 9 f:•ougla etaletion Septic Other . Final before before a_ before Cone Ba She ek -'— r y i wca, i rt 4.1k-^f2 r u raft y v I ST C a- A T? . j K ►�, h - r, Passed 'ns.ecti® . Fail 4,1 l e cr7 require `•P .: Inspects t date Inspector CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT �; INSPECTOR'S REPORT 518- 587-3550 Job Site: `� •4;; t • Footings Foundat on Rough Rough Insulation Rustic Other , Final before before Framing Plumbing before Concrete Backf Sheetrock • 3 Rksse't - -. Reinspection required �.., tFo o cv sai1� . e. olo InspeCtin datea_. Inspector CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT , INSPECTOR'S REPORT 511.8-587-3550,, - • • Job Site '": r/ � - 7 Permit' #.., 1�j t`/ 7 File# w7) 4.47 Foe 'ings ' Foundation Rough Rough Insulation Septic Other Final • -fore before Framing Plumbing beforef t oncrete Backfill Sheetrock • gassed Reinspection Failed required stop work Inspection date: � j 4 ' r et'oc:a SI e i t p of b a r a t o g a epp r i tt go ROBERT W.HICKEY ; !^ Assistant Building Inspector A ;f BUILDING DEPARTMENT Extension 2512 - CITY HALL STEPHEN A.HENDERER 474 Broadway Assistant Building Inspector 'tO,,,p0eAice.`>" Saratoga Springs,NY 12866 Extension 2521 A STEPHEN R.SHAW Telephone(518)587-3550 Ext. 2511 Assistant Building Inspector • BUILDING & PLUMBING Extension 2491 Fax(518)580-9480 • CODES www.saratoga-springs.org • ZONING December 20, 2010 Sneeringer Monahan Provost Redgrave Title Agency, Inc. 36 Remsen Street Ballston Spa, NY 12020 Attn: Aileen Thomas RE: 9 Arrowhead Road, #192.8-2-5 Dear Ms. Thomas: Please see the enclosed Certificate of Occupancies on record for the above stated property. Thank you. Yours truly, Stephen R. Shaw Asst. Building Inspector SAH/jm SNEFIRINGER MONAHAN PROVOST REDGRAVE TITLE AGENCY, INC. ❑ALBANY/TROYYRemsen ARATOGA ❑HUDSON ❑PLEASANT VALLEY 50 Chapel Street Street 420 Warren Street 199 West Street,Suite 115 Albany,NY 12207 Ballston Spa,NY 12020 Hudson,NY 12534 Pleasant Valley,NY 12569 518-434-0127 518-885-8700 518-828-4351 845-471-5911 Fax-434-9997 Fax-884-2564 Fax-828-7494 Fax-471-7680 December 14, 2010 City of Saratoga Springs Attn: Building Inspector 474 Broadway Saratoga Springs,NY12866 Re: Order# S-053361 Dear Sir or Madam: Please furnish us with a certificate of occupancy and a buildings violations search, if such was issued in the following premises: Property: 9 Arrowhead Road City of Saratoga Springs, County of Saratoga, State of New York 12866-8734 Name of present owner(s): EDWARD J. HARKINS and KATHLEEN HARKINS TAX MAP INFORMATION SBL: Section:192.8-2-5 NO PHYSICAL INSPECTION IS REQUIRED OR DESIRED. If a Certificate of Occupancy is applicable and has been issued, please advise when it was issued, the number it was assigned and fax or email a copy of it to us. If the existing dwelling on the premises predates your zoning requirements, please so advise in writing. Kindly refer to our order number S-053361 in your letter. Also please advise us, in writing, if there are any violations of record on said premises. PLEASE FAX THE REQUESTED INFORMATION TO THE OFFICE INDICATED ABOVE ASAP. Very truly yours, • > een 'homas Sarato.6.Office Re: FOIL request Subject: Re: FOIL request From: Dan Cogan<dan.cogan@saratoga-springs.org> Date: Fri, 17 Dec 201015:02:07 -0500 To: Jennifer Merriman<Jennifer Merriman@saratoga-springs.org> Jen, there are no outstanding violations or fees for 9 Arrowhead Rd. Dan. Jennifer Merriman wrote: Dan, Are there any violations on record for 9 Arrowhead Drive? thanks, jen 1 of 1 12/17/2010 3:09 PM N° _ 3353 CERTIFICATE OF OCCUPANCY CITYOF SARATOGA SPRINGS, NEW YORK ! Building Permit No I I 4 *7 Date Issued 5 15 19 7 Owner . . . E . J. f 5 Address ft-RR Section Block Lot This is to certify that the .!VIEW L`(. . t?'LlrD l(il C., named above is in compliance with applicable codes, ordinances, and approvals, and is ready for occupancy as a .V Tq.Ckt D SJJa LE FA VA irr•1: . .RE,s I. The following items are conditions on issuance of the certificate: Date . (o/l 8 'q 7 Building Inspector. . . .8. .. . . . �i� Iht().'se —§7" lig c/v '4-7 Pa eG� (rm s tl CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT a.u. M PH. 587-3550 FAx 580-9480 INSPECTOR REPORT PAGE C OF ' aY(9 i1`n 2060 —i 1 JOB SITE I 4-re-19‘.. . !Lett A .. PERMIT# FILE# 1 7/q 7 FOOTINGS FOUND. FOUND. FLOOR ROUGH ROUGH HVAC INSUL. SEPTIC OTHEROil- BEFORE REBAR BEFORE SLAB FRAME PLUMB BEFORE BEFORE BEFORE CONCRETE BEFORE BACKFILL BEFORE BEFORE BEFORE INSUL. COVER BACKFILL CONCRETE CONCRETE INSUL. INSUL. FrhA, I / 4-. yCe.A.-.•,,o+A ft„rea,/4 L l a./3/0 a - rkri4 (.00e-lc. ca,.�� 4OP" CONDITIONS AS NOTED REINSPECTION REQUIRED FAILED STOP WORK � / INSPECTION DATE 1//3/ 10 INSPECTOR _�✓/� CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT (518)587-3550 INSPECTOR REPORT Job Site cl PtYLw-USP 2,7 Permit# 6 0 3 File# I 1 \ t-P 1 Footings Foundation Insulation before before Rough Rough before Septic Other Final Concrete Backfill Framing Plumbing Sheetrock 0 Ft p �1--C-S.''GIZt I. i V•d%PeV-J-1-'1 OtV -- _ 5-r€?5 4.1r 5t o tkr ®.p o i-rt�w N R0 eAt L —r PC in-44 LA-5 / 1 L-t%!--� OF- S C 6i 6 PI s Passed Reinspection Failed Required Stop Work Inspection Date t( [2,--t (o-t- Inspector 13v13 %E.,IGY CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT (518)587-3550 INSPECTOR REPORT Job Site( AC -✓N Qco X' Permit# 2 bo 3 File# (71477 Footings Foundation nsulation before before Rough Rough before Septic Other Final Concrete Backfill Framing Plumbing k To-r--Li.‘ c' ,o 'WA C Aot) O. i!1 t.33--r€ 2. 13 P -- 3-,_s R\S K=rzAa-r— ,k...I w 1 0 5CA-A1C uppp u+, ►.roo‘-‘)S' ( i t-ki G G V5LC ri� o4. "ro - ss Aga,c Passed -Reinspection Failed Required Stop Work Inspection Date 4 3 61.-- Inspector13.u 4-Ei c-Kc`( CITY OF SARATOGA SPRINGS -' ' BUILDING DEPARTMENT (518)587-3550 INSPECTOR REPORT Job Site ` * c+ 1 t_� IF° 'lam Permit# d(aC)3 File# 1 7 i -7 Footings Foundation Insulation before before Rough Rough before Septic Other Final Concrete Backfill Framing Plumbing Sheetrock Nf Tr-0-55 G-s 4F, Pim Cly,T t Ft c A-Tic ?hk Ccsn At au-u- 2.x`1 -- L 6V7 st-.A-L e F-ore-a---- I - G ot'C- -t �142,-d?.0 al= 7Z'1-c-r- 5G( ;lz j 1Ici'S (3S 101i " , Zk-cc lLn C---`-P5 " Us 142 —11-r---<-- Taos V-- -- /V--- 0 ui/i-E tkvZo etovw�:Fr,, Prig t-1---(YD-rt— v /105ftjc77:77 M i .517-Z n Z TIA't Kir 11dZ Ark y C 6 ,--w.yZv u7lt7i3- 7 p rl».,) SL�Lb1J D tel_ itrz-.6 -t po-b -C EI- b �)Lec K LA,-/c c__ JZu-Co a g-- 5vz_(=-LA-TCS /+M-0 f /4 PA(1.4----O— 71/iF pen-t___ L -r,ccA. 2U-- c-::: Passed Reinspection Failed Required Stop Work Inspection Date c > ), --(--1-'i © a Inspector (1.4_, Z S w CITY OF SARATOGA SPRINGS . BUILDING DEPARTMENT (518)587-3550 INSPECTOR REPORT Job Site 9 flrt-trt J * afil4D Permit# File# Footings Foundation Insulation before before ug Rough before Septic Other Final Concrete Backfill Framing Plumbing Sheetrock P ! tis c ^5g-e41- � ��^'t �/� '(�-cr Jl t7 5C "z-> cs2> (7-0-1Zc c - Sly-49 AA-4— ie\)-- Izb2 r'_LAD-L,0f 0-12Pi — — i•-525\r/ T71-t-3-55 5 S 1 Co vrA- -ca`-" c lAu_t Zo Passed Reinspection Failed -guiTed Stop Work Inspection Date /2-3 /b Inspector %t-�- y4 CITY OF SARATOGA SPRINGS ' BUILDING DEPARTMENT (518)587-3550 INSPECTOR REPORT Job Site c7 Pfd ttul fid Permit# - (e 0 3 File# I ) q 7 ootings Foundation Insulation before before Rough Rough before Septic Other Final `oncrete Backfill Framing Plumbing Sheetrock 6 — Pyr Pies j e...L,-D1, "BI i " �� II Pi sn__ R fl-SLE-5 Arm tf, " 5a.)-0 77.5- ES o — 2-c$5 6�N'TA-7-1ver Fl Ca_ Co-t..4L6-11 A-T 7 76i-6c- Or-- t& LfZ rJ Aw _s P-t ? i& S -S i D(.99 7- ca-,C) -ro 19 Le\-C-cc Passed C71 Reinspection Failed Required / Stop Work / Inspection Date i '7/C) Inspector (A sd-r 6 CITY OF SARATOGA SPRINGS y BUILDING DEPARTMENT PH.587-3550 FAx 580-9480 I PECTOR REPORT PAGE I OF JOB SITE 7. 4,,),_10,....511Q0,1 K�. pow 1 PERMIT# 1 rt 474 I FILE# I 71 `/ FOOTINGS FOUND. FOUND. FLOOR ROUGH ROUGH HVAC INSUL. SEPTIC OTHER BEFORE REBAR BEFORE SLAB FRAME PLUMB BEFORE BEFORE BEFORE CONCRETE BEFORE BACKFILL BEFORE BEFORE BEFORE INSUL. COVER BACKFILL CONCRETE CONCRETE INSUL. INSUL. A/I 6z4 JJ ,�G/�.ei ( -A., pj ICA 1 N. L G r G i S P, / ,,��jjA/�,- '�"° Lt.G� 0,/P.A--...dl GG-.J PASSED- CONDITIONS AS NOTED REINSPECTION REQUIRED FAILED . STOP WORK INSPECTION DATE l� l'�� �`� INSPECTOR ;a g/ -,• • CITY OF SARATOGA SPRINGS I ' °: BUILDING DEPARTMENT PH. 587-3550 FAx 580-9480 INSPECTOR REPORT PAGE 1 OF JOB SITE dif 4,Y'�t.,..) heq.j / d. PERMIT# / Vitt I FILE# / 7 1 97 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. -® -Q , Gez-les 4ir", s 1, 00 vt., 4- C) ''' PD [ 4/"."444 /i- 4 I -- 1 _.s -._ 2,,,. - PASSED CONDITIONS AS NOTED REINSPECTION REQUIRED FAILED STOP WORK INSPECTION DATE /I 3/0 INSPECTOR — %. '-� ti• OG �itp of Saratoga 6rittgo � 6.;c, ROBERT W.HICKEY �� -/j! ��. Assistant Building Inspector BUILDING DEPARTMENT Extension 2512 $4. CITY HALL STEPHEN A.HENDERER • `' ' F` •' r ' 474 Broadway Assistant Building Inspector ^r''4i'9AA1 CC.94' Saratoga Springs, NY 12866 Extension 2521 STEPHEN R.SHAW Telephone(518)587-3550 Ext. 2511 Assistant Building Inspector • BUILDING & PLUMBING Extension 2491 CODES Fax(518)580-9480 • www.saratoga-springs.org org • ZONING June 11, 2010 • EJ Harkins 9 Arrowhead Rd Saratoga Springs, NY 12866 RE: Permit#20603, 9 Arrowhead Rd Dear Mr. Harkins: This is to inform you that the above stated permit originally issued 4/15/02, is extended until 6/11/2011. In addition, our records indicate that a permit was issued for a swimming pool on 4/19/1999. Further review of the swimming pool will be based upon the 1999 permit documents. If the pool remains unchanged since 1999, no further permit will be necessary. If alterations or additions have been made since 1999, your permit must be amended to reflect those changes. Please call with any questions you might have, and also to schedule your final inspections when ready. Thank you. Yours truly, • Oiiir i i%N� 1 Stephen A. Henderer Asst. Building Inspector SAH/jm a� O DER OF 1.�A�y: V/ c S ala �( "[ Spl�l r/9`5 { i---- .0,wJJ dols itrc) v �c1 DOLLARS "'Ll .. f. a10MATURE BANK • Financlal Center 359 12066 Hylan Blvd. d „i„ /l\J^/4�1.!r Staten Island.NY 10306 - 1 FOR q �j\J] 111.00407 211' y 1:0 260 L35761: LSO L976 29 211' • • • 6 - pcd ' cin(c-7) 4Q, arn eco, co /Al;Ive APPLICATION FOR SWIMMING POOL PERMIT 17 f 47 File No. � Y. Department of Public Safety, City of Saratoga Springs 1) Applicant (installer or owner) must submit, in addition to completed application forms, a certificate of insurance (original) showing a minimum of liability of $500,00 each occurrence, bodily injury/$500,000 each occurrence, property damage on an Owner's and Contractor's Protective Liability Policy with the City of Saratoga Springs as named insured OR provide one million dollar general liability with the City of Saratoga Springs as additionally insured for a pool permit. 2) The pool permit ,fee is $30.00 (Make check payable to the City of Saratoga Springs) . 3) A copy of survey showing pool location must be submitted (if available) or plot plan (see reverse or use own drawing) must be accurate and complete showing existing main . building, accessory buildings and any pertinent yard dimensions. Location of fencing must also be shown. If portions of house wall are being used as enclosure, note State Code requirements that apply (Part 720. - see attachment). 4) N.Y.S. Uniform Fire Prevention and Building Code and local Ordinances must be adhered to. 5) All electrical work needs inspection by and a certificate of compliance from an approved electrical inspection agency. 6) Authorized representative of pool contractor must sign application or a copy of pool contract must be.submitted. FOR OFFICE USE GhUJY Application .Number 778 I Permit Number 1 g+ tit, 1 Date Applied 4 Ib ( Issue Date 11 9 c7(5 • Job Site taNn P- Mt> Tax Map I.D. Number 147.), ?"- -6--- f / q.). ?"-�-6 /� y/ Zoning District (A.' Owner �dcv��d �� /1 Cc,Y�Iee0 17 fr.b 75 Height of Fence , /=/: Address q err heac1 /1 Type of Fence 3 4=t>t- d ja 4N-'// ;S" Is Job Site in a Flood Plain? yes no Phone Number 5"7- 1 99 0 Is Job Site in a Historic District? yes O D.R.C. Approval Date Is Site Plan Approval Required? yes no Applicant V 97ne. Planning Board Approval Date Address Pool Cost Incl. Installation $ Pool Type: Above Ground Phone Number In Ground ✓� Pool Dimensions At Pi i+a- 5kt ie., Contractor ,4Ipi n ga/45 -Pap/6 Address -R-{c 3O ,4r crr�'arn l`�) j7,0„, I Phone NumberD 0/ Signature of Owner Date : Contact Person JO)40\1 1 4tLLLu-7 ,! 6. Address d , Signature of Applicant Date - 5-tQm t/ l ig Authorized Rep. of Pool Installer Phone Number 43-400 • • • • • • PLOT PLAN ,.w trw_ ' y • * SHOW LOCATION OF FENCE ENCLOSURES. * LOCATE MAIN BUILDING, ACCESSORY BUILDINGS, AND .ANY ADDITIONS, GIVING ALL • PERTINENT YARD DIMENSIONS. • * THE MINIMUM DISTANCE FROM .REAR AND SIDE PROPERTY LINES TO POOL WALL IS EIGHT FEET; •MINIMUM DISTANCE FROM HOUSE INCLUDING DECK,-, .PORCH STEPS`, ETC;_ -To-:FOOL ' • WALL IS .FROM..5•TO 25 FEET DEPENDING ON ZONE IN WHICH PROPERTY IS LOCATED. I REAR LOT LINE //‘ FT • - A • ". Fence • • • • • REAR YARD /c . FT • • ^ 3 CCC(\VVVIII LEFT s LOT FT • POOL FT RIGHT HOT LEFT YARD RIGHT YARD f� N FT • • • • • 077. FT • • . v nCe Aff MAIN BUILDING • t. FRONT YARD 6-0 FT. • • • FRONT LOT LINE ii FT • • • • • • • Residential Swimming Pool PAL IN HAUS SKI SHOP INC. Agreement • tf PLLINS CORNERS RD. 843-4400. Phone Number A STERDAM, N.Y. 12010 882-9050 (Cap.Dist.) Business `,,, 843-5159 (Fax) Home -- 7 . `f`.?O a THIS AGREEMENT MADE this . . . . day of 19 . ., between ‘� . . ... -1.- ' .... 4,':tc`i<r hereinafter called the "OWNER" and "BUYER", and I , hereinafter called the "CONTRACTOR." Whereas the owners represent that they are Jhe owners of real property located at ,, may. ��j'� ,p ,. .p`. . ::_,-. ./?..-:1.4. ;Jv.it . . . ,-/i : 1. . ......irl� / 4 �r. �S 5��. .4 ✓rf ,' , 1 . 6•,0. Now therefore,'in consideration of the premises and the mutual covenants hereinafter contained, the parties hereto agree as follows: The owners herein agree toypurchase and the contractor herei grees to sell a. .°']` i- . _ . SERIES / k ?Co �. 1 y .�,) 1-,30 4,-'�i5 \ SWIMMING POOL on the owner's property. CONDITIONS OF AGREEMENT It shall be the sole responsibility of the owner-buyer to supply the following: BUILDING PERMIT, WATER, ELECTRICITY, ACCESS TO WORK AREA. ADDITIONAL FILL. It shall further be the responsibility of the owner buyer to locate any and all sewer, water or septic Ones and tanks as well as any buried electrical or telephone cables. The contractor will not be responsible for any damage or destruction to these items. It is also agreed that the owner buyer will assume all financial responsibilities for non-apparent ground conditions, such as water conditions, rock formations,and sub-strata conditions. • All debts incurred by the contractor in the correction of these ground conditions shall be paid by the owner buyer In addltion'to the'Original contract price. . •°• (Complete Installation)— Excavate Pool, remove excess fill,supply fine sand, level and erect panels, Install liner and-fill with•water, install inlets and outlet fittings. connect all plumbing lines from pool to filter,connect and assemble valves and pump to fitter tank. Instill coping and prime coat white paint, rough grade within 4' area all around pool, test pool for water circulation'and skimmer operation. (Electrical connections for pump not included.) PRICE ._ • - / •--7 (-•2: --..•} (;..'d1. One Swimming Pool Kit -- ,. •,_ ) (� Filter „ -. 20-Guage Vinyl Liner .,,1t,t l...ti•-• �\ 6..r-•i,c;f"4,:: /i _-1;`r1 • JM1, 1 Vac,-•Ladder; Skimmer. . ACCESSORIES r? I ." / C~r .• "} ;i _-. . ,1 r ..>,,.. C i t j i 6' 5--re'( I _S^r.9/;.s , / - -> • -... • tk o- •,,o IL,;k I L-,•4 001: it t2 J,=( c_)u Iv\ ' `►-c_c 1 , tC ti-, \1 1-r p &-c J. keF t1n i C',e4't<.t�. :t.,�A,'�J C0. �J C:!`�, S �rt;i-: . ''.:✓r ....f. .C% .1.4.ii:C - ,;K ...:(' i4f53 , . .... ;?.S,I,iV ; 1( fT ),� �+n t^ $, - ,, t re 6_, 5-y er-`vt'• 14•,'i a yil1 PI:la,.614uy. '1c wr. Installation Included ( Not Included ( ))' J!l/ ' '.�k.."--i.( (fit t!/�' ' 7.4� �C .�.Z I.� �{ l�e1 (� !feC'Jc✓i'R / IIA. - cQ rv, 'C ('L€r 1L' t'' /// TERMS: 1 SYS 30% 0N DELIVERY Li SYS TAX 30 ON SET UP P OF WALLS — LIS(1,C TOTAL o ON LINERS tbc DEPOSIT 10% ON BALANCE I S r4 BALANCE I have read a d undersn ..the coni itlons of this contract • SALESMAN . . ,,, .."- ,� t.......,...r•,_ i,, r 1, (.. yV'• - ' I , ; � �� - R OWNER =� -__i � REF. ,... I - • 149°............--;gff° LANDS NOW OR FORMERLY OF THE VISTA ON SARATOGA LAKE ASSOCIATES BOOK10E 1222 OF DEEDS, PAGE 800 (SEE MAP REF. NO. 2) N 231 ,5 115.00' 0 0 30 FT. BLDG. UNE P —I MACADAM • cs! PAD La 25.2' z . • w r•-: z m o) co LOT 10 N: •-• 0 E 03 co C) AREA = 22,714± E - SQ. FT. V LOT 9 POSTAL ADDRESS 2nd STORY LOT 1 ® OVERHANG 13.2'b I 3 b * 21.2' 2.1•••=1:3`..1t3. g - 3.7. -........___:...,. 0 I 20.0' 2 STORY LJ -! MACADAM o DRIVEWAY in GARAGE HOUSE 1., CsI It co 20.0ii7313.2\I 7.1' .01 14.2' ' ELEC.METER 7 ' z - • - 24'± •--r. SHADED AREA REPRESENTS Nil' reciDv) A 20 FT. `AIDE SEWER EASEMENT••• MAP REF. NO. 1 _ COVERED - PORCH 1 30 FT. BLDG. IJNE H S ........ .. ....... .. .. ... ... . .•..•. ••.• ...•...•. .....• •...• . .'. •••• ' ' .......................................................... ....................................................................••. •.'.'.•.•.•.•.•.•'.'.' •.••.•.•.•.......... ..• . '...• •.•...•.'.•.••. .*. . • .••• • S 2311 50 W 115 00 •••• . 5 FT. NIDE CONC. WALK OVERHEAD UT1UTY UNES ------t_t\ 4NM 3 NYT 32 ORIGINAL RIGHT OF WAY UNE (U111.111ES GO UNDERGROUND TO HOUSE) (SEE NOTE NO. 1) ARROWHEAD WIDTH OF PAVEMENT – 24'± ROAD . TO VISTA DRIVE TO CRESCENT AVENUE COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC./7/V7 Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Panel Board No Cert.112 6 6 1 2 7 Cut-in Card No. Owner J//4 A(/X-S Locatio Installation Consistin of.. 4l2d11-) AD ..be so s �mp L !.0! f21 aVG v--/5000,0/XJ(o cov6/ Installed By Pb e 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 makin! inspections at any time, and if its rules are violated,the Company shall have the right to yoke Iific te. Date ' i .f INSPECTOR a"T✓`�//� Member N.F.P.A.,I.A E.I. TROY_NEWC:HANNELS 5182371217 P. 02 it l r � I TIMEWA NER CABLE 8, SE uRiTy . , .INTRUSION FIRE•MEDICAL EMERGENCY I ••• • • June 17, 1997 • Michael' Group 282 Ushe s Road 1 Clifton P -k, NY 12065 I I (II 1 RE: Saratoga Building Department I fl I1 Th" fire system at 9 Arrowhead Road, Saratoga,New York has been installed in accord nce to NFPA 72, Chapter 2, Section 2.1.1.1; by New York State lit ensed • technicians. Time Warner Security maintains the unique ID number 12000010925. In (he event you require any additional information, kindly contact myself.at i { 237-0284. I I .. i i • l i i Sincerely, ; II I , I i Drew A. Bennett • ( Security Consultant i 1 I 1 DB/jph 1 E i ( �i I i II i . I ii 1 591.i.e.trk,R)ad, 7)•u1'>NY12) 2 Tel. 51S'.237.9 19 l•i(.c'18.2. .1211 I 1'1'1 I'll rll;. 1 .r�r.G.i/')$)O(Jlil!127 ._ I. I is ;� __^��� a t y • 71A, o fko' ,,, / APPLICATION F T FOR 6515 INSTALLATION c --PLUMING I APP.NO. Building Department, FILE NO. Department of Public Safety City Hall, Saratoga Springs, New York 12866 - (518) 587-3550 . FOR OFFICE USE ONLY APPLICATION DATE ' (ate � k"( PERMIT NO. 1-119":7 _ PERMIT DATE . ifL1cAT7 CONDITIONS 'PERMIT FEE ii4(), Application is 'hmade-to � er ;-, eksy 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 City 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'Eallow '�a inspectors to enter the premises forthe-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 - cvering or concealment; test pressure shall, ,be,equal to at•leastrthe maximum pressure at which the piping is to "serve.' 2 - Water pressure test,(s) . on, building , drains,, .drainage , and ventpiping, . prior to coveri pressure ng or concealment; test shall bev.equal to at least a`"10 foot column of water. . JOB SPIE i' 1 COST OF.PLUMBING WORK cO 000 0- OWNER i�1t11 IS ® «�0..)-r , _ o p PHONE�V( J�7 ' X77.W` f8la4 . - Cc ADDRESS • U� ,�S i�Z o' CLQ' � Q-Kk4k1 SIGNATURE, 1I1K /4 DATE eirok7 • MASTER PLUMBER (`i-C pliitti 1NC4' IJ6 ADDRESS ASCJ J ' /0 razor= SIGNATURE DATE � r0I g'] C;a LCUTATIC., l OF PERMIT FEE FOR INSTALLATION OF PLUMBING WORK BASIC CHARGE BY OCCUPANCY TYPE: r (a) PERMANENT - NO. OF DWELLING UNITS X $10 PER UNIT = 10 (a) • (b) TRANSIENT - NO. OF SLEEPING ROOMS : ' X $10 PER ROOM - (b) (c) COMMERCIAL - NO. OF TENANT SPACES X $20 PER TENANT = ){ (d) ALL OTHER - NO. OF BUILDINGS • X $20 PER BUILDING = (d) INDICATE QUANTITIES OF EACH FIXTURE AND/OR PLUMBING COMPONENT BELOW TO DETERMINE FFFS IN ADDITION TO THE BASIC CHARGES: • - WATER CLOSET ' - BIDET - URINAL - LAVATORY - BATHTUB (WITH OR WITHOUT SHOWER) 4101' - SHOWER STALL l 7 f - SHOWERS (GROUP) - PER HEAD u - SERVICES SINK . � f - KITCHEN SINK I - LAUNDRY'TRAY -� - DISHWASHER 1 - HOSE BIBB 2- - - DENTAL UNIT - DENTAL LAVATORY • - DRINKING FOUNTAIN' -i FLOOR DRAIN fr WASHING MACHINE CONNECTICN.,. .. .. .�- - HOT WATER TANK - HOT TUB OR JACUZZI - ROOF DRAIN / OTHER _ " - - (e) TOTAL, , . . 5 NO. OF FIXTURES AND/OR COMPONENTS :- X -$2 EACH ITEM = ADD ALL DOLLAR AMOUNTS IN THE FAR RIGHT COLUMN 't FOR a,b,c,c., AND e ENTRIES: TOTAL FEE AMOUNT = 4 0 . (MAW macs PAYABLE TO "TBE CITY cr, ►TOGA-mums-) F' . O1 FEB — 4- - 97 7IJ ,.. 11 : 53 G & C . PLBG . ,.•,.,,,, PLUMBIN3 & 7 42/,5t7,41. \ HEATING CORP 9 1 130 QUAIL STREET 1 ALBANY, N.Y. 12206 L 465-2404 // ,escie..,„,,,, ..,.. // 5--7 _.."' -- --, NX ..- ,--------**-- ...., . N.„..--- -- -,. ,--- - '1 tilN1 . . _,...:_..,..:_._:-.;,11...._,.:::..,.—::_.,..„:,::::.,......::."."' —••_."...7.2:'_,.....,;••• ----- -"- '''. c...0 g... • , -•,t 1 7. t,'•••''. • ,..•-'''''/C/1 k oirfrt-14- -,, i ,r(valti.-11 1 ) 4.1., t`c,,,. • " ---, . \ 104 e.: , •..-1'1,,,,..-.. ,., i411„,...\., .,.. .t.. ,..,.. ......„._.._.,....,......._._.,....,..._,...:,__-7----------.-....-,-____....._..,.... --\ .: ? 2 1 1 i'er7 Y i;.:'..' •. 1=100a., 1 / • • ,...ro 'tv tir 1 I . , , I . I . ..if,‘)44 I , , z AVI . rl f k--- 1:, • ' 1,7,-it SE-.A.;:E•;v7" ( 31'42,C, II ,1A k/ V"i0ve ,4-,/ rf. .4'.4 .1 Att) ,.' „,1,,...;,,,,.:;...7.'. ', (4.-,e` ... • • ,". FEB-05-97 WED 10:33 AM BELL. TRUSS DEPT. FAX NO. 3551371 P. 06 -.. ....._.... •--- ...._. . ... .. ..... . . ._..._..... . ......____.. . . . 1 Job . I Truss r1 T oso Tyoo Oly 1 Ply .---. e.... M5S71158 J 10 :kOOF TRUZ.;3 11 ' 'MICHAELS-H.5.5?It-5TH 0 COROom . 5MEWE OUILOLTS'SUPPLY INC-- . I ••'--353T 0'•ic-1-1-1596 MiTek bio1at?Ttfs:liTe•Wcd Frio 05 123,f:411557 Pog, -- -3-10-8 5.0-0 10-0-0 10.10-S 0-1,:1-8 5.0-0 5-0-0 0-10.0 ) 4x4 6 3 — • 10.0012 ../ /1 -/' 'i 1 ' N, r 1 1 ...- /, o Ti z Sp 1 1NNT tr). ST2 II 1x4 ! ,, .././ 1 N N 1x4 !! ..- 2 /Al : 1 1x',4 / "5- ! ! ,, s„, ,,,, : i 1 , /, 11' ! ! 1 I ' 1 'WI ' ', ,•.:, ! .1 i ! I i Ail; _BA... . , 0 , i :., ---ri '1.1 . ., - .: . .. ,,7:.'::V:;:..:','-'-',..,.';',..".'-',,t,L44- 11q..V*Tfc,',..,lit.1,1:‘.1. ,r.'4';' 1.11.O..te,-4j•ey,r0hev,..',.:.:1 ,...... ...7.-.L:LY;;.:1:".?. ...2.:....:1''',"elt.2..1.:::WIth-eMi'L,4..:.`,'. .7f r.L.. -...,1.171•1r1.111." ''. -I 6 6 1 x4 .. 2x4 ii 1x4 ! 10.0.0 /- .. .. . ... ..... .....__.... • 1 1c-0-0 , . •„. .... , .. ,... _. . . .„,.. .„ ._ . . .. ..........,. ..... • LOADING(psf) SPACING 2-0-0 1 CSI DEFL (ill) (102) ! Cil PLATES GRIP l'Ct.t. 50.0 , motes Ircroc.g '.15 IC C OD Ven(Ll) 0 00 / "*." PA20(%01:,'.7/110 YCD1 10 0 Lue"oor lecrEC CC) Von(TL) 0 COea,o 1 15 . BOLL 33 ' Reo Slro Inc, YES I W5 0 OC Hor.:(TL) OM No ' BCDL 100 . Ccoc TP; tMatnx) Mt'Lon?th I LA_deft..,240 Wc'ght:42(IN) •''"''- '--------• . ...-------- ... ..- ... . ....._........_. ...__. LUMBER BRACING TOP CHORD 2 X 41 SPE 155'JF 1 Si; TOP CHORD She SOT CHORD 2 X 4 5rF•V,C):1 SE EOT CHORD RI;11 ceLh,g 6,3E...4 cPELoct Cr 1-G.E-3-0.5-5;-10.1 en Cd .8hr; - WENS 2 X 4 SPF S l,! OTHERS 2 X 4 SPF 51U0 FORCES NOTES 11001c recopree conorucLr:t o..Yom 0124 oso-irg 2)Tru:s Is be IV:,v.•cetlhce'nom one rare er e....y..:-oly brsc.40 Rcanst dturAmciarAent it G.diogcnoi wob.; 3)Goble otucs&paced At 24 i.,J.es ol cc Nor. 4)G45IU studs Pe4,1313Ora 72 'er121-10 b)';'cr'311/Cfoco4 01 rn.O.,:oint.Pr 4turl:exT.h,..ed Io wind.Z60 M:Tck'S:o,..iarl GsVe Eno Od1dt2 5)Studs lobe lbswed w1^•YA r.I20 c1.7.os. 6)Ws teL:se na5 One dr: grub w:th ANSi.,TPI 1-1 1E..5 c‘;tene f LOAD CASE(5) Siond,:ro ( L............s..........j..ee-"'-'- ------ x. ..., • sL,,,,.d C C C) • kft .(•LO' 16(;( (—CiJ C. ( CCU(4' 3o.,u--e__ cd' • • . • „.„.• , (,(1 FEB-05-97 WED 10:34 AM BELL. TRUSS DEPT. FAX NO. 3551371 P. 08 'Job I Truss ;Trn:T.pe I Oly .Ply T-- , i 11657115B 60 ;ROOF 1RU S '1 1 I MICHAELS-H65711-5TH BEDROOM B�LEVIJE BUILDERS SUrrLY INC:-�- •�- - 3.3T a Dec 11 19;6 MIT, -Cdu riaT.Tli--Wod Fob 35 13 34.35 1697 P5-:,,T1- .0.10-E. a;g 1-.0.10-8 6.0.0 - -- -- 16-0-0. —16.10-9 0-10-8 8-C-0 8-0-0 0-10-s 4x4- 2 8.0C:12 •\ 'i 1L.� 1f III \\\ 1 ' I , 4T4 T� N 1 ; cc) ;,, i i ST3 $173 ; ; ST2 I � I , `�ti�4x4 :ST2 S• , � i ST1 ,��I q/ / /.. i ; i � •o - .•,., .-,:7 .__ ..�._..._ ,_-...:..:--...,.'.7...1 , r A:... 4tlr.x. .? ' .s:.Y..t1tio .1..r-. ..-Y-... ..-_ p V \ 2x4 ; 3x6 16-0-0 V 16-0-0 plate oUsetn(x,Y): (3 0.0-7.0-I-,3I LOADING(pet) • SPACING 2.0-0 051 DCFL (1n) (loci 1/0011 PLATES GRIP TOLL 50.0 P,Inn: esoe 1.15 i TO 0.00 Vort(LL) 0 OC 1 --" M2C(205a) 167i1n0 TCDL 10 lunger I.ves,.e 1 15 ac 0.03 I Vert(TL) 0 70 I '"" BOLL 0.0 Rcp S1(eg lrc, YE5 W3 0 00 HorliTL) 0.0 Wu ' SCOL 10,3 C3dc TPI Min Lonoh/IL dort.244 j wenanl:(;�t'^s) LUMBER BRACING TOP CUQRO 2 x 4 srF 157I 15E TOP CHORD She&hed SOT CHORD 2 X 4 SPF 1501,1.5E 00T CHORD Ri34 coil ng di'o-iIy appiice,cr 1 4.6-0-3,3-4.5.04 on canto,era_.-g OTHERS 7.X 4 SPF Stud S iDER Lcit 2 X 4'753E.1 5E SPF 1-5-1 i.H;hl 2 X 4 1GSOF 1 SE SPE 1-5-14 • FORCES NOTES 1)Cade requires:cn!-..o.5 b..l:.m cher:502.,..g 2)Gsb!e 4luds spaced al 24 tnchc,e'ce-ter. 3)63010 1!046 excoodr.3 72 oche:!cr;;:n 13 dP:8t ra:ii braced al nir:pci.t For orals 0.0z:00 10'w:ed,see MiTe<'Sterderd Go`Ic E-i Octoil" 4)Studs to 59 1 c cnr,1 wily 1a4 M2,-..)015. 5)T111$1:013 hoc`_ro'-cnzbned w,.h AN !Fr1 75 crocrla. LOAD CASES) Standard { . I Truss Treat Typo I Oly `Pty l • ..-.5.571s 50 I ROOF TRUSS 12/ 1 I k1ICI'IACLS-11857 ELE 11 AILLC VCE BUILDERS SUPPLYING:---"•' ' . - -----------------_.—-- .- 3.3T'e OSc 11-1695 MiTok tFd-u h eS Inc.Wed Feb 05 10.4h 24 1997 Page 1 1 .40-10.8 —-- — 19-a.0 -- 39-0-0- 39- 1C'5 - -. 0.10-6 19.0.0 15.5-0 0-10-? 6.00112' 5x6 3 ;-%i'; i i1 it °i 3x6 . 3x6 . 2,--!.,-->")I� i 11 'I ! 4 - ��a :1 I STSG l `i°.,` ' l ST8 l i I i STS I __ • TJ,, • j� STo j i' I S16 I ''1 ''!'I ST4 I: I. ! I i 1 I 1 1 i t 1� S 14 i' " it l '- - .GS4t' ii iI I ` I i I; I j • 'GSIR• -�_ B1 U. ij •1 82 _ • Irl 4.1 I St2 O- \ 1.. r-..ra✓..✓--:... ....__.s L,t.�8.s._.lw .____.r__ . .0.. ..c.__.....1._.._.._.— _..._.. __...3. t , \ r D J 3x6- 2x4 1, 3x6 39-0-0 / 3900 .. ..- y.:.OPccte tX.Y): (3:3-3-O.0-1-41 LOADING(pat) SPACING 2-0.0 .• CSI I DEFL (�n) (ice) 11.x0 I PLATE.; GRIP ::LL 50 J PioIee Increase 1 15 TC CAO I Voi:(ll) C.00 1 ---- (!20(20ga) 1S7!190 .-CL 10 0 L_mber Increase 1.15 BC 0.00I Vcr(TL) 0.00 1 "" ;':LL J 0 Rep Stress Incr YES we 300 I I icrz(TL) 3.30 n!a ,:f3L 10.0 COd0 TN - Mm Lengt^ILL dc=243 Wei.h;23e(iN1 . :-..t,iBf,...R BRACING .::CHORD 2 X 4 SPF 195CF 1.5C TOR CHORD Shoolhcd 3DT CHORD 2 X 4 SPF 1653E 1.5E BOT CHORD Rigid ceiling directly a,^,pl•sd,or 1-0 2-10.13,5-5.63-0,7-5.5-0-5.6-7 7-9-1 on teal(; OT!iERS 2 X 4 SPF Old bracing. .'.ECCE ROY 2 X 4 _ I.a`1 2 X 4•B50F 1.5E SFF 1-0-7,Rion!2 X 4 1550E 1.5E SPF 1-3.7 ^bRC.ES - I:G::O:u rey.i'e5(crit r1u3us L,,110m chord beari^g. e elu9s spa^.ed a'.24 i-c'- s ci center. „.b'6 9b.,79 eLCccd no 72 inches leng..3 l0 Oe'nla!ely braced 41t mi1peint.Far studs 9rposr,d la.eind,sue MITek"Standard CAbIG End Dc:.ii•- G!,.tl1 tc C0 tciICnr..with 1,.4 M23()Imes. . Tr11 11._•15 hB;bcnt^ceC:g:•.ec wan ANS TPI 1-1955 a:'.trie.. ..3A0 CASES) f3.I1e1Jerl. • .; /'nor •2 T IrTerr •nhI 111_1.1 'I I11 r•'rflU1 "flan 111) 1(..11 /1'T., in nn n-I I FEB-06-97 THU 12:26 PM BELL. TRUSS DEPT. FAX NO. 3551371 , P. 06 ..._. ._ .._.__.. .111 . 1 Ply _ !Job I Truss I Truss Type Oly I j H657115B 2G ;ROOF TRUSS I 11 MICHAELS-H05711-5TH BEDROOM ir LLEVUE BUli RS SUPPLY' ' 3:3T's bac 11 199GTaiTeTdndtTarics lnc-Thu Fob 06 12'.25:.81097'Paga t -0-'10.81 4-3-8 . 8.7-0 , 0-5-8 0-10-8 . 4-3-3 4-3-8 0-10-6 • 4x4- 3 • /hI il 10;00f j i j to T%*i� �T2 i. T. 21SI‘)/1//// T1 ST1 2x4 I. . i j N 4 a: . 9 • 0 YW "71777 eTrgc ! , 1,4 71 y rrV.17,.04."4,Y,. .17,ZjV To , T•;: sr '4,r i VIrlI."1 i �trel "4, W :7•.,q • '4•. . . _ ._....tr. lrW.r..�!i4A!n1a. 1L�...+.11rw.ID .:6.1 1 — 2x4 0 D ,i 2x4 a 2x4 li 8-T-b I • 8-7-0 LOADING(pat) SPACIN 2-0-0 . CSI DEFL (in) (loc.) 1/de. i PLATES GRIP TCLL 50.0 Plates Ircreate 1.15 TC 0.00 1 Vcrt(LL) 0.00 / M23(20ga) 197/190 TCDL 10.0 1 Lumber,ncrease 1.15 BC 0.00 i Vcrt(TL) 0.00 / --'- BCLL 0.0 Rep Stress tn:r YES VNO 0.00 I Horz(TL) 0.00 n/a BCDL 10.0 Code TP: (Matrix) j Min Longth 1 LL deli=240 Weight:35(lbs) LUMBER BRACING TOP CHORD 2 X 4 SPF 16.50F 1.5E TOP CHORD Sheathed $OT CHORD 2 X 4 SPF 1650F 1.5E GOT Cl-lORD Rigid cowing dirvctiy applied,cr 1-6:4-3.1 on center brac.n9. 'it&eS 2 X 4 SPF Stud 07rs ERS 2 X 4 SPF Stud FORCES NOTES 1)Gable requires continuous Cottom chord bearing 2)Truss to be fu:ty sheathed from one race or:securely braced against!store!movement(i.e.diagonal web.) 3)Gable studs spaced at 2n:nshes cn center. 4)Gable atuda exceeding 72 inches length:o to laterally braced at midpoint For studs exposed to wind,see MiTek"Standard Gable End Detail S)Studs,o be fastened wi!12x4 M20 p141e:., 6)This truss has been designed with Ar SI/TPI 1.1995 criteria. LOAD CASES) Standard , APR-25-97 FRI 13:46 TRUS JOIST MACMILLAN FAX NO. 6099859806 P. 02/04 04-25-1997 TJ—Sizing(TM) Page 1 of 1 ' 14:00:52 v4,50 116000321 E1001 MAST slz TRUS JOIST MACMILLAN 104A CENTRE BOULEVARD MARLTON, NJ 08053 OSA Phone: 609-596-5555 NORTH ATLANTIC REGIONAL ENGINEER Name: ROBERT A KUSER!; Project Name: HARKINS 9 ARROWHEAD Page Title: Based on Allowable Stress Design (ASD) NER building code for Custom TJM products Application Floor - Res. Deflection Criteria (MR) Member Use JOIST Load Classification....... Floor LL Defl TL Defl Member Top Slope(in/ft) 0.000 Load Duration Factor.. 1.00 Span 1 L/423 L/240 Roof Slope(in/ft) 0.000 Live Load(psf) 40.0 Floor Decking G Dead Load(psf) 12.0 Repetitive Member Use Y Reinforced Overhangs N/A 11.875" TJI(R)/15SP JOIST @ 16.0" o/c A 17'- 7.50" A . SIZE ANALYSIS - ASD This analysis for TJM products only! Substitution voids this analysis. IMPORTANT! The anz.lysis presented below is output from software developed by Trus Joist MaCMillan(TJM). Allowable product values shown are in accordance with current TJM materials and code accepted design values. TJM Engineering has verified the analyst:.. The input load and dimensions have been provided by others and rust be verified and approved for the specific application by the design professional for the project. May:imum Design Allowable Control 1 Shear(lb) 611 611 < 1420 232% LT. end Span 1 under Floor loading Reaction(lb) 611 611 < 945 155% Bearingunder 1 and r Floor loading Noment(ft-lb) 2692 2692 < 3952 147% MID Span 1 under Floor loading Live Defl.(in) 0.373 < 0.500 L/567 MID Span 1 under Floor loading Total Defl.(in) 0.485 < 0.881 L/436 MID Span 1 under Floor loading A Span 1 A PROFek Max. Reaction Total(lb) 611 611 T4•44 Live(1b) 470 470 a u+ Sa Required Brg. Length(in) 1.75(W) 1.75(W) sh gh �;. SI 2 Max. Unbraced Length(in) 31 1. •k ` %6,SawG ry, �� a"' \ f' 2: rrp, 00 �:o„ 'i�. LBW YO% - Y (2cti,.Fan_«�EN1� ‘21.5 3 ,,,, ii//(/°/ Copyright (0) 1996 by T:cus Joist MacMillan, a limited partnership, Boise, Idaho, USA. TJI(R) is a registered trademark of Trus Joist MacMillan, TJ-Sizing(TM) is a trademark of Trus Joist MacMillan. APR-25-97 FRI 13:47 TRUS JOIST MACMILLAN FAX NO. 6099859806 P. 03/04 ,4 04-25-1997 TJ—Sizing(TM) Page 1 of 1 14:01:57 v4.50 116000321 E1001 XAST_siz TRUS JOIST MACMILLAN 104A CENTRE BOULEVARD MARLTON, NJ 08053 USA Phone: 609-596-5555 NORTH ATLANTIC REGIONAL ENGINEER Name: ROBERT A KUSERK Project Name: HARKINS 9 ARROWHEAD Page Title: Based on Allowable StrEss Design (ASD) NER building code for Custom TJM products Application ).lcor - Res. Deflection Criteria (!IR) Member Use JOIST Load Classification....... Floor LL Dell TL Dell Member Top Slope(in/ft) 0.000 Load Duration Factor 1.00 Span 1 L/423 L/240 Roof Slope(in/ft) 0.000 Live Load(psf) 40.0 Floor Decking G Dead Load(psf) 12.0 Repetitive Member Use Y Reinforced Overhangs N/A TJI HOLE: Dia. f(ght Lgth Centerline Comment Location Design V Allow. V Control 1 Circ(in) 6.50 5'- 7.50" Span 1 264 lbs 625 lbs 2361 Part span loading 11.875" TJI(R)/15SP JOIST @ 16.0" o/c A 17'- 7.50" ^ SIZE ANALYSIS - ASD This analysis for TJM products only! Substitution voids this analysis. INO?ORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJN). Allowable product values shown are in accordance with current TJM materials and code accepted design values. TJM Engineering has verified the analysis.. The input load and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Mai:imum Design Allowable Control Shear(lb) 611 611 < 1420 232% LT. end Span 1 under Floor loading Reaction(lb) 611 611 < 945 155% Bearing 1 under Floor loading Noment(ft-lb) 26)2 2692 < 3952 147% MID Span 1 under Floor loading Live Defl.(in) 0.373 < 0.500 L/567 MID Span 1 under Floor loading Total Defl.(in) 0.485 < 0.881 L/436 MID Span 1 under Floor loading ^ Span 1 A OP; Max. Reaction Total(]b) 611 611 °� Live(lb) 470 470 Required Brg. Length(in) 1.75(W) 1.75(W)Max. Unbraced Lengthen) 31 Copyright c 99 ( ) 1 6 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. TJI(R) is a registered trademark of Trus Joist MacMillan. TJ-Sising(TN) is a trahrmark of Thus Joist MacMillan. APR-25-97 FRI 13:48 TRUS JOIST MACMILLAN FAX NO. 6099859806 P, 04/04 04-25-1997 TJ—Sizing(TM) Page 1 of 1 14:02:22 v4.50 116000321 81001 KAST_siz TRUS JOIST MACMILLAN 104A CENTRE BOULEVARD MARLTON, NJ 08053 USA Phone: 609-596-5555 NORTH ATLANTIC REGIONAL ENGINEER Name: ROBERT A KUSERI; Project Name: HARKINS 9 ARROWHEAD Page Title: Based on Allowable Stress Design (ASD) NER building code for Custom TJM products Application floor - Res. Deflection Criteria (MR) Member Use JOIST Load Classification Floor LL Defl TL Defl Nether Top Slope(in/ft)... 0.000 Load Duration Factor 1.00 Span 1 L/423 L/240 Roof Slope(in/ft) 0.000 Live Load(psf) 40.0 Floor Decking G Dead Load(psf) 12.0 Repetitive Member Use Y Reinforced Overhangs N/A 11.875" TJI(R)/15SP JOIST @ 17.5" o/c A 17'- 7.50" A SIZE ANALYSIS - ASD This analysis for TJM products only! Substitution voids this analysis. IMPORTANT! The analysis presented below is output from software developed by Trus Joist NacMillan(TJM). Allowable product values shown re in accordance with current TJN materials and code accepted design values. TJR Engineering has verified the analysis. The input load and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project, Maximum Design Allowable Control Shear(lb) 668 668 < 1420 212% LT. end Span 1 under Floor loading Reaction(lb) 668 668 < 945 141% Bearing 1 under Floor loading Koient(ft-lb) 2945 2945 < 3952 134% KID Span 1 under Floor loading Live Defl.(in) 0.404 < 0.500 L/524 KID Span 1 under Floor loading Total Defl.(in) 0.525 < 0,881 L/403 MID Span 1 under Floor loading A Span l A Max. Reaction Total(lb) 668 668 �� Ong Live(lb) 514 514 Jour ,4T /7 Required Brg. Length(in) 1.75(W) 1.75(W) Max. Unbraced Length(in) 30 C Err•. .0 QC 4,50 PA0f40 S x O • QP 11'0OO9 / fir Copyright (c) 1996 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. TJI(R) is a registered tcaderark of Trus Joist MacMillan. TJ-Sising(TK) is a trademark of Trus Joist MacMillan. ,i APR-23-97 WED 10:25 AM BELL. TRUSS DEPT. FAX NO, 3551371 P. 03/08 Job ' • Truss Truss Type Qty I Ply i -- ( I J H657 1C i ROOF TRUSS 9 1 MICHAELSW657 Y262411 BELLEVUE BUILDERS SUPPLY 3.3T s Dec 271996 MiTek Industries,Inc. Fri Feb 14 14:40:12 1997 Page 1 0-10-� 5-8-7 11-0-0 0.10.8 5-8.7 5,3-9 I 16-3-0 I 22-0-0 22•10•1 5-;-9 5.8-7 0.10.9 4x4= r 3 r 8.00[12- r--- 22\ 24 / 4 Aiii ••,0„.-.. r-- t` oI M Io • 7 6 4x4= 3x8= 5 3x6= 4x4= 11.0.0 22.0.0 i 11.0.0 11-12-o { Plate Offsets(X,Y): (1:0.1-3,0.0-0),15:0-0-2,0.0-03 t _ LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Udell PLATES GRIP TOLL 50.0 Plates Increase 1.15 TC 0.62 Vert(LL) 0.32 6/5 819 M20(20ga) 197/190 TCDL 10.0 Lumber Increase 1.15 BC 0.73 Vert(TL) D.44 6/5 585 BCLL 0,0 Rep Stress Ina YES WB 0,52 Horz(TL) 0.05 5 n/a SCOL 10.0 Code TPI Min Length 1 LL defl=240 Weight:78(lbs) i LUMBER I TOP CHORD 2 X 4 SPF 1650F 1.5c BRACING TOP CHORD Sheathed or 3-6-4 on center purlln spacing. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied.or 1-7:6-3-0,6-7:6-3-0,5-6:6-3-0 on center WEBS 2 X 4 SPF Stud*Except bracing. 3.7 2 X 4 SYP No.3 REACTIONS Ohs/size) 1=1513/0-5.8,5=1613/0-5-8 Max Holz 1=-153(load case 2) Max Uplift 1=-179(load case 4),5=-179(load case 4) ( FORCES. TOP CHORD 1.2=-1870,23=-1322,3-4=-1322,4.5=-1870 BOT CHORD 5.6=1529,6.7=1529,1-7=1529 WEBS 2-7=-525,3-7=822,4-7=-525 NOTES 1)This truss has been designed for the wind loads generated by 80.0 m.p.h.winds at 25.0 feet above ground level,using 5.0 ps.f.top chord dead load and 5.0 p.s.f bottom t chord dead load,100.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45,0 by 24.0 with exposure C(ASCE 7-93). Lumber Increase= 1.33,Plate Increase= 1.33 Bots end verticals are exposed, 2)SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows:One connector at joints)1,5. 3)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard ,��� �• �j+fi r- . .� R. ltd l rrt ,::•e 3 isi lft y ,4 N jN 4,,d :•,. 19- . w .t / 1 1 i APR-23-97 WED 10:25 AM BELL, TRUSS DEPT. FAX NO, 3551371 P. 04/08 • Job Truss Truss Type Cry Ply H657 2C ROOF TRUSS 1 I MICHAELSVN657 Y262412 BELLEVUE BUILDERS SUPPLY 3.3T s Dec 271996 MITek Industries,Inc. Fri Feb 14 14:40:17 1887 Page 1 i -0.10.8 I 4.4.0 i 8-8.0 9.6.8 0-10-8 4-4.0 I I 4•4.0 0-10-8 4x4= 3 M 10.00P- 1 in01 Vi 4x4'- 4x4 2 4 1 9j Nf SI N ■ '14 6 1 3x8= 5 2x4 II 2x4 u I 4-4-0i 8-8-0 I 4-4-0 4.4.0 LOADING(pep SPACING 2-0-0 CSI DEFL (in) (cc) I/defl PLATES GRIP TOLL 50.0 Plates Increase 1,15 TC 0.40 Vert(LL) 0.01 6/5 999 M20(20ga) 197/190 TOOL 10.0 Lumber Increase 1.15 BC 0.08 Vert(TL) 0.01 615 999 BOLL 0.0 Rep Stress Inv YES WB 0.13 Horz(TL) -0.00 5 n/a BCCL 10.0 ( Code TPI Min Length/LL deft=240 Weight:39(lbs) LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 6-0-0 on center puffin spacing, BOT CHORD 2 X 4 SPF 1650F 1.5E except end verticals. WEBS 2 X 4 SPF Stud BOT CHORD Rigid ceiling directly applied,or 1.6:6-3-0,5-6:6-3.0 cn center bracing. REACTIONS (lbs/size) 1=691/0-5-8,5=691/0-5-8 • Max Hort 1=-290(load case 2) Max Uplift 1=-83(load case 4),5=-83(load case 4) FORCES TOP CHORD 1-2=-649,2.3=-380,3.4=-360,4.5=-849 EDT CHORD 5-6=0,1.6=0 WEBS 2-0=283,3-6=-42,4.6=233 NOTES 1)This truss has been designed for the wind loads generated by 80.0 m.p.n.winds at 25.0 feet above ground level,using 5.0 p.s.f.top chord dead load and 5.0 p.s.t bottom chord dead toad,100.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure C(ASCE 7.93), Lumber Increase= 1.33,Plate Increase= 1.33.Both end verticals are exposed. 2)SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows:One connector at joint(s)1,5. 3)This truss has been designed with ANSI/TPI 1-1985 criteria. .4 oc, 4/ LOAD CASE(S) Standard 4�,J V* 4, r. 1qty tai t. P Oil N. 4,\:.9..,.....21.1%, Q .r. FV *....'.?Cr:Ess „✓ APR-23-97 WED 10:26 AN BELL. TRUSS DEPT. FAX N0, 3551371 P, 05/08 Job Truss Truss Type Cty Ply H657 3GR (ROOF TRUSS 1 3 MICHAELS1N657 Y262413 BELLEVLE BUILDERS SUPPLY 3,3T s Dec 271996 MiTek Industries,Inc, Fri Feb 14 14:40:281997 Page 1 11-10•6 5-7.4 1 10.11.0 _+_ 16.2.12 i 21.10.0 I 0.10.8 5-7.4 5-3-12 5.3.12 5.7-4 III 4x6 I 1 3 10.00 i 2 3x8* ql o AiilJ1hiL 8x8 It 3x10 i1 10X10= 3x10 II 8x8 11 6x8= 1 5-7.4 10.11-0 I _ 76.2.12 I 21-10-0 I 5-7.4 5.3.12 54.12 5.7-4 Plate Offsets(X,Y): (1:0.0.0,0-4-4],[3:0-0-0,0.1-8),15:0-2-13.0-4-4],(6:0.3-0,0-0.0),(8:0.0.0,0-7.0j.(9:0.3.0.0.0•Cj LOADING(psf) I SPACING 2-0-0 CSI ()EFL (in) Coe) I/defl PLATES GRIP TCLL 50.0 j Plates Increase 1.15 TC 0,86 Vert(LL) 0.16 716 999' M20(20ga) 197/190 TCDL 10.0 I Lumber Increase 1.15 BC 0.58 Vert(TL) 0.22 7/6 999 BCLL 0.0 Rep Stress Inv YES WB 0.83 Horz(TL) 0.05 5 n/a BCDL 10.0 1 Code TPI (Matrix) Mn Length/LL dell=24D Weight:152(lbs) LUMBER BRACING TOP CHORD 2 X 4 SPF 2100F 1.8E ' TOP CHORD Sheathed BOT CHORD 2 X 8 SYP SS BOT CHORD Rigid ceiling directly applied,or 10.00.00 on center bracing. WEBS 2 X 4 SYP No.3'Excep 3-B 2 X 4 SPF 1650F 1.5E SLIDER Leh 2 X 4 2100F 1.8E SPF 4.6.4,Right 2 X 4 2100E 1.8E SPF 4-6.4 REACTIONS (lbsisize) 1=14923/0-6-0,5=14818/0-6-0 Max Horz 1=527(toad case 3) Max Uplift 1=-2324(load case 4),5=-2285(load case 4) FORCES TOP CHORD 1.2=-16627,2.3=-11164,3.4=-11164,4.5=-16627 EDT CHORD 5.6=11635,6-7=11635,7-8=11635,8-9=11635,1-9=11635 WEBS 2.9=7132,2.8=-4604,3-8=13465,4-8=-4504,4-6=7132 NOTES 1)3-ply truss to be connected together with 10d nails as follows: Top chords connected with 1 row(s)at 12 inches on center. Bottom chords connected with 2 row(s)at b Inches on center. Webs connected with 1 row at 6 inches on center. 2)This truss has been checked for unbalanced loading conditions about joint 3. 3)This truss has been designed for the wind loads generated by 80.0 m.p.h.winds et 25.0 feet above ground level,using 5.0 p.s.f.top chord dead load and 5.0 p.s.f bottom chord dead load,100.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure C(ASCE 7-93). Lumber Increase= 1.33,Plate Increase= 1.33.Both end verticals are exposed. 4)Special hanger or connection required to distribute the bottom chord uniform load into all plies. 5)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)Is delegated to the building designer. 6)This truss has been designed with ANSI/TP!1-1995 criteria. 7)Truss 4CASN FRAMING INTO 3GR to be connected with Kant-Sag THD28(DF/SYP 0 1.15)or equivalent. This connection supports a maximum download of 3965 lb and a maximum uplift of 2025 lb. Follow Kant-Sag Installation �Q-(1k GF y recommendations for hanger connection. 4 M ., LOAD CASE(S) '1p ..r. - 1)Lumberincrease=1.15,Plate Increase=1.15 0: '. �� � '•►I 1 Uniform Leads(lbs per ft) T, -�,. • Vert:1.2-120.0,2.3=-120.0,3-4=-120.0,4.5=-120.0,5-6=-1269.2,6-7=-1269.2,7-8=-1269.2,8-9=-1269.2, J,1q�r'%' ' 1.9=-1.269.2J4. --, :....„4..,,.. eti. 51,,. Concentrated Loads(lbs) t • . , APR-23-97 WED 10:27 AM BELL. TRUSS DEPT. FAX NO, 3551371 P. 06/08 Job ' .I Truss Truss Type Qty Ply — H657 4C ROOF TRUSS 5 1 MICHAELSW657 Y262414 BELLEVUE BUILDERS SUPPLY 3,3T s Dec 27 1996 MiTek Industries,Inc. Frl Feb 1414:40:381997 Page 1 0.1018 6-6-S i 12.9.3 1 19.0.0 25.2.13 t 31-5-11 I 38-0-3 38-1018 0.10.8 6.6.5 8-2-13 6-2-13 8-2-13 6-2-13 6.6.5 0.10.8 5x6= 6.0002 5 4x4 4x4 t-- 4 4 6 3x6 31 2x4 0 • 3 )11 7 2x4 ri 2 8 4x6. 4x6. 4x6% / 4x6. 1 1 a �_ dl I� 14 13 12 11 10 8x8_ 4x4= 3x6= 3x8= 3x6= 4x4= 9 8x8= I 6-7.12 1 19.04 1 28-4.4 I 38-0-0 `-1 9.7-12 9.4.4 9-4.4 9-7-12 Plate Offsets(X,Y): [1:0.0-0,0-0-01,15:0-0-0,0-1-41,19;0-0-14,0-0-0j LOADING(per) 1 SPACING 2-0.0 CS1 DEFL (in) (loc) 1/dell PLATES GRIP TOLL 50.0Plates Increase 1.15 TC 0.89 Vert(LL) 0.40 12/11 999 M20(20ga) 197/190 TCDL 10.0 I Lumber Increase 1.15 BC 0,91 Vert(TL) 0.57 12/11 797 BOLL 0.0 { Rep Stress Incr. YES WB 0.70 Hcrz(TL) 0.18 9 ria BCDL 10,0 1 Code TPI Min Length/LL dell=240 Weight:184(lbs) LUMBER BRACING TOP CHORD 2 X 4 SPE 2100F 1.8E TOP CHORD Sheathed or 2-3-12 on center purlin spacing. BOT CHORD 2X 4 SYP No.1'Except' BCT CHORD Rigid ceiling directly applied,or 1-14:6-3-0,13-14:6-3-0,10-11:5-3-0, 11.13 2 X 4 SPF 1650F 1.5E 9.10:6-3-0,12.13:6-3.0,11.12:6.3-0 on center bracing. WEBS 2 X 4 SYP tJo.3'Except' WEBS 1 Row et midpt 4-12,12-5,12-8 14.2 2 X 4 SPF Stud,10-5 2 X 4 SPF Stud SLIDER Left 2 X 6 1650F 1.5E SPF 4-6-5,Right 2 X 6 1650F 1.5E SPF 4.6-5 1 REACTIONS (hos/size) 1=2733/0.5.8,9=2733/0-5-8 Max Hots 1=-109(load case 2) Max Uplift 1=-225(load case 4),9=•296(load case 4) FORCES TOP CHORD 1-2=-4185,2-3=-3757,3-4=-3757,4.5=-2751,5-6=-2751,6-7=-3757,7-8=-3757,8-9=-4185 BOT CHORD 9.10=3585,10.11=3160,11-12=3160,12-13=3160,13.14=3160,1-14=3585 WEBS 2.14=-348,4.14=496,4-12=-1030,5.12=1700,6-12=-1030,6-10=496,8.10=-348 NOTES ' 1)This truss has been designed for the wind loads generated by 80.0 m.p.h.winds a 25.0 feet above ground level,using 5.0 p.s.f. top chord dead load and 5,0 p.s.f bottom chord dead load.100.0 miles from hurricane oceanline,on a category I enclosed 4 OF Neil, building,of di P rasions 45.0 by 24.0 with exposure C(ASCE 7-93). Lumber Increase■ 1.33,Plate :: er:i:: 2)SIMPSON H2.5 connectors recommended to connect trtbias follo )19. , P .t 3)This truss has been designed with ANSI/TPI 1-1995 criteria. r 41114 LOAD CASE(S) Standard fi ' `�qe 7 11b :r.'• ..„ II. w do ` 4 0619'4• i(. •PeSS 1%\'/ > APR-23-97 WED 10:28 AN BELL, TRUSS DEPT, FAX NO, 3551371 P, 07/08 (Job ' . Truss 'Truss Type Oly Ply - t-, H657 4CASNi SN•JVAULT 11 1 MICHAEL657 Y262415 BELLEVUE BUILDERS SUPPLY 3.3T s Dec 27 1996 MiTek Industries,Inc. Fri Feb 14 14:40:48 1957 Page 1 6.5.5 12-7-3I 16-9-0 I 24.11.13 I 31.2-11 1 37.9.0 Y•7 6.5.5 6-1-13 8.1-13 0-2-13 6.2.13 6.8.5 0-10-8 536= 6,00 12 5 4x4 4x10 4 6 4x6 2x4 v 4x6 2 i 7 2x41/ 4x10. ,itip 8 4x8 4x6 4x10 • 0 1' :u 17 d — 10x12/M18= 111.1*--..,;,10 1.--,- .= 13 12 11 � 1 14 1~� 8x8= 4x4= 3x6= 4x4= 5x6= 9 10x14 z..- 3.00p 8.3.6 16.3-3 24.3.0 I 30.9.4 37.9 0 8-3-6 7.11.14 I I 7.11.13 8.6.4 6.11.12 Plate Offsets(X,Y): 11:0-0.0.0-0-0J.)9:0-0.5,0.1-6j,110:0-3.8,0-3-8j LOADING(psi) SPACING 2-0-0 CSI DEFL (In) (loc) Waft 1 PLATES GRIP TOLL 50.0 Plates Increase 1.15 TC 0.76 Vert(LL) 0.49 11/10 922 1 M20(20ga) 197/190 TCOL 10.0 Lumber Increase 1,15 BC 0.85 Vert(TL) 0.5811/10 659 { M18(18ga) 141/138 BOLL 0.0 Rep Stress Incr YES WB 0.85 Harz(TL) 0.37 9 Na BCDL 10.0 Code TPI Min Length/LI.del=240 1 Weight:232(lbs) I LUMBER BRACING TOP CHORD 2 X 6 SYP No.1 TOP CHORD Sheathed or 2-0-2 on center purlin spacing. BOT CHORD 2 X 4 SPE 1650E 1.5E'Except* BOT CHORD Rigid ceiling directly applied,or 1-14:6.3-0,13-14:6-3-0,10-11:5.3-0, 10-9 2 X 4 SPF 21O07 1.CE 9.10:6-3.0,12-13:6.3.0,11.12:6-3-0 on center bracing. WEBS 2 X 4 SYP No.3'Except* WEBS 1 Row at midpt 14.4,4.12,125,5.11,11-6 { 14-2 2 X 4 SPF Stud,11-6 2 X 4 SPF Stud 10.62X4SPF 1850c1.5E,10-82X4SPE Stud SLIDER Left 2 X 4 1650F 1.5E SPF 4-0-4,Right 2 X 6 SS SYP 4-0.12 REACTIONS (Ibs/slze) 1=2510/0.5.8,9=2715/0-5.8 Max Herz 1=-120(load case 2) Max Uplift 1=-273(load case 4),9=-295(ioad case 4) FORCES TOP CHORD 1.2=-4155,2-3=.3808,3.4=.3808,4-5=-2997,5-6=-3424,6-7■.6967,7.8=-6957,8-9=-7294 SOT CHORD 9.10=6457,10-11=3434,11-12=2437,12-13.3141,13-14.3141,1-144548 WEBS 2.14=-305,4-14=507,4-12=-935,5-12■1003,5-11=1292,6-11=•1838,6-10=3928,8-10=-120 NOTES 1)Thls truss has been designed for the wind loads generated by 60.0 m p.h.winds at 25.0 feet above ground level,using 5.0 p.s.f. ,yam OF ��-ay top chord dead load and 5,0 p.s.f bottom chord dead load,100.0 miles from hurricane eceanline,one category I enclosed vt p�� building,of dimensions 45.0 by 24.0 with exposure C(ASCE 7-93). Lumber Increase= 1.33,Plate Increase= 1,33.Both end a1� N V�y� verticals are exposed. p 2)SIMPSON H2.5 connectors recommended to connect truss to bearing wails due to uplift as follows:One connector atjotnt(s)1, , t' . 9. r- 3)This truss has been designed with ANS1rTPl 1.1995 criteria. 5 j c�..� tn % �N. , LOAD CASE(S) Standard y ti v,� oa � lv'�q,1 1 dcie ko APR-23-97 WED 10:23 AM BELL, TRUSS DEPT, PAX NO, 3551371 P. 08/08 Job ' Truss ' Truss Type Oty Ply H857 4CASN2 VAULT 6 1 MICHAELSW657 Y264788 BELLEVUE BUILDERS SUPPLY 3,3T s Feb 14 1997 MiTek Industries,Inc, Fri Feb 21 16:33:29 1997 Page 1 6.5"S 12-7-3 I 6 5 5 f 161 13 l 18-9.0 ! 24-1-4 244?•0 28-7.13 1 33-0.11 1 37.3.8 3711.0 0-1.13 5.4.4 0-1-12 4-4.13 4.4.19 • -4.2.13 0.5$ 5x6= 6.00g 6 re 4x4 3x6 5 7 \ .r. 11. 3x6 4x6 y 4x8: 4 8 3 ++ 3x6: 9 4x12: • 10 2x4 1_400.01 2 _�. 2x4!I 'T N - 11 1 13� rte- d ex9= . Io I 1 17 16 15 4x8= 4x4= 3x6= 3x8= 514 12 x6= 4x12 Special anchorage,designed by 3.005-f others,Is required at supped(6) location(s)to allow for the minimum required support width shown below. 9.6.4 I9-2-12 I 243.0 I 30.9.4 t 37=3.8 '3114)9.8.4. 5-6.0 6.6-4 s-s-a a5•e Plate Offsets(X,Y); 11 0-3-0.0-2-01,16:0-0-0,0.1-41,18:0-1.12,0.1.81(12:0.3-00.2.01,(13:0.0-3,0"3-81,(14:0-2-8,0-2.12j LOADING(psf) 1SPACING 2-0.0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 50.0 ( Plates increase t15 TC 0.86 Vert(LL) 0.48 14/13 916 M20(20ga) 1971190 TCDL 10.0 Lumber Increase 1.15 BC 0,95 Vert(TL) 0.68 18/15 654 BCLL 0.0 Rep Stress her YES WB 0.93 Horz(TL) 0.34 12 n1s BCDL 10.0 Code TPI Min Length/LL dell d 240 Weight:159(lbs) LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E*Except' TOP CHORD Sheathed cr 1-6-15 on center purlin spacing, • 4.6 2 X 4 SPF 2100E 1.8E,2-4 2 X 4 SPF 2100F 1.8E except end verticals. BOT CHORD 2 X 4 SPF 1650F 1.5E'Except' BOT CHORD Rigid ceiling directly applied,or 1-17:6.3-0,16.17:6.3.0,13-14:6-3-0, 12-132 X 4 SPF 2100E 1.8E 12-13:6-3-0,15-16:6-3.0,14.15:6.3-0 on center bracing. WEBS 2 X 4 SPF Stud*Except* WEBS 1 Row at mldpt 5-15,15-6,15-7,14-8 1.3 2 X 4 SPF 165DF 1.5E,13-8 2 X 4 SYP No.3 2 Rows at 113 pts 1-3,10-12 10-12 2 X 4 SPF 1550F 1.5E REACTIONS (lbslsize) 1-2590/0-5.5,12=2590/0.4.1 (input: 0.3.6) - Max Horz 1=157(load case 3) Max Uplift 1=-271(load case 4).12=-271(load case 4) FORCES TOP CHORD 1.2=•382,2-3=0,3.4=-3637,4-5="3637,5.6=-2672,6-7=-2658,7.8=-3334,8-9=-6299,9-10=-6299,10.11=0,11-12=-251 BOT CHORD 12.13=5363,13.14=4441,14-15=2962,15.16-3063,16.17.306 =WEBS 1-3=-4044,3.17=-319,5-17478,5.1.:-5= 3,5. 34=7 1001,6-15=1653,7-15=-955,7-14=528,8-14=-2004,8-13=2613,10.13-504,10.12=•6310 NOTES , 1)This truss has been designed for the wind loads generated by 80.0 m.p.h.winds at 25.0 feet above ground level,using 5.0 p.s.f. C t,�, top chord dead load and 5.0 p.s.f bottom chord dead load,100.0 miles from hurricane oceanline,on a category I enclosed ��6 C' 'y building,of dimensions 45.0 by 24.0 with exposure C(ASCE 7-93), Lumber Increase= 1.33,Plate Increase= 1.33,Both end 01.P trA 1"l verticals are exposed. 2)SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows:One connecter at joint(s)1, "s 4'4 1- 12. 3)Required bearing size at joint(s)12 greater than input bearing size.'t ►� V.,,. 1 4)This truss has been designedq- �sith AhSUTPi 1-1995 criteria. t; ,, 116 — (11 tv ,i1 LOAD CASE(S) Standard al `- _ 1 it-, ( 1 -1°-7 File No. 1 I 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 ail 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 this Department. 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 inspectiond, 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. C. 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. r r For office usej ff ff Zoning Information /!fa, i'-01.-- 5 ' 'Application No. 494(.98Zoning 'District U'-— Sect-B r O Permit No. 1 lk-Lot I Lot Width Date Applied _//5.ei Lot Area . 52 4G (!ssu9deny date _ 5 7 No. of Bedrooms 4/ 1st Floor Area / 7 4 Permit type W M. t «` Permit fee a7q.2S J No. of Stories 2- 2nd Floor Area '12110 ___�-_-- _—_- a Bldg. Height .90 � Basement Area 13148# Job Site 9'`11-kazoo Dimensions for Principal Building Front '/� Rear 12 7� Left 7?:,/ Right 9-2' + Owner ,�. -k1 kin • Accessory Building - Distance_ To , Address3y, lju nif, LU ,. Principal building Left lot line i reg'o Ai (Vr ')C,I b Phone Rear lot line Right lot-line 'tri • _ Is job site in a floodplain? yes no + Applicant - vi,�U Addrnessd�` U,S4 /� Is job site in a historic district? yes no CIh'i-m gik 1 ti ?ttt '"` Phone x77-0m, L,. , Construlction Costs + Contractorlillyjekeir rf. . Basic Improvement 1 " ', , Address, �_ .c/PS 4) Electrical ! i $ /D��4 Op �� /� r Plumbing II Oa if1'u i e r , !UV 1 Z)61 Heating •i ,) ) -I .r�t�,lJO,ap Ct Phone p?7_0s-6-c Other Comp. Carrier TOTAL COST $ i/2 �g v Policy No ut B- - 3-7(4, Zim ctj.P1LLrz- Po c.. Q.,p eg_irN 811-o SQbte '/ t , L PAGE 2 SPECIFICATIONS & MATERIALS CHART GENERAL ■ MATERIAL S SPECIFICATIONOTHER FOOTINGS ��#X oO// Go'nGi'GtG 25D0 psi DRAIN u PVU going to: itt." SLAB ,[L`� -64v7/6.406. FOUNDATION WALL O t/ %®�� psi 2 i.~r-d:6 '3, 47 Psi ` Z nP w RPR00FING i7,C014r s VENT �■, COLUMNS, PIERS pa' ton e~de. psi GIRDERS EXTERIOR WALL STUD ' 2XL40' *-r-- r /, �� o.c. INTERIOR WALL STUD ".4 ' FLOOR JOIST, MEM p 4'2 /eO/i o.c. 1st FLOOR Ao,/i o.c. FLOOR JOIST, 2nd FLOOR ' CEILING JOIST Xlo 5_�'-F -2- �� T55� 0.c. 1...X *- F- 2-- �t f r' 0.c. COLLAR TIES 1111111111111111 . o.c. RIDGE , FLOOR SHEATHING -Of 11)( LA o t 1t9,��e([Uca41 Ti( WALL SHEATHING FMENI la-eriale2d ROOF SHEATHING S� 1 tr ( r ?� K x o (fid:-elwOA INSULATIONairr ' ..1. "2. 1 VAPOR B FRIER , : FOUNDATION - OUTSIDE R-FACTOR . • OUNDATION - INSIDE .MEM" ANDER SLAB ,M -2� 6'-- 12-12-' I I .IN! :XTERIOR WALLS115111.1 i,}-4 •MAE f -// •� FILING/ROOF q vl 9 -moo INISH WORK11111111111111 M. E .1.AL UNDERLAY - OTHER XTERIOR WALLS /` 1111111111/111Usti ( r. Immi ::b01 R 101.11 �� 0" A(' IIIIMIIIIIIMIMIIMIIIII FILING 7,5.Q P / bil* 1111111111111 ____ �7iF/_ ` I SCELLANEOUS o' -��ss=.111: ' 1i/5#' �- :__ Page 3 �• HEATING SYSTEM .__. PLUMBING - # UNITS & VENT SIZE • I TYPE ., /6442 FUEL S SINKS i/ LAVORATORIES e VENT-MATERIAL pia SIZE /0,00W TOILETS J TUB/SHOWER 'J SEWER - TYPE - CITY lie PRIVATE ' DESCRIBE (DRAW ONN SITE PLAN) WATER SUPPLY - CITY ES PRIVATE CHIMNEY AND/OR FIREPLACE : MATERIAL 2X� J/44 FLUE SIZE /O q GARAGE TYPE : ATTACHED DETACHED UNDER NO. CARS 2 GARAGE/DWELLING SEPARATION : Door Type �p/l l' Hr. Fire Rating X5.414)1-- r( Materials: 6/f, 19/x 1)e t' �� Hr. Fire Rating V�l�i PORCH: FOOTING 0X/4 Z.444, (� FOUNDATION ' Lail4 .e r ADDITIONAL INFORMATION: STATE OF NEW YORK y��J_, ss: County of �dY1,D Gia tom4 jf trim Hare(et,ss 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 performed in the manner set forth in the application and in the plans and specifications filed there- with. • Sworn to before me JOF This --I'- _ day of19 7 !3: i ;1, i e'4 /_... .. J ,�v 1 Sigr,ature . 1 er Notary Publ. _ County \ 014, KAREN M. BRISTOL Signature of Applicant Notary Public,State of New York . No.01BRE047576 Qualified In Saratoga County Commission Expires August 7.19'14 ,o) Ro-pfD s I ( - - - - 30 - 2-° • Ct ST .7. (314 X 4 (2- --"C 2:)( 13,1-0 - (z,c)( 12-• 1-7) -I- (7_ _15-J - es + lo 50 -i- qq-c) - /A-7) (k-% .o) 132.(0 — 1°4 12. 10 , o5 1Ds-7c__,"s'69 („0-‘,Tvi- z I 9 _._2.s 9-7—(I p 0-NJCP G,012Fre-$6.14 2-4 ( f _ G 7 9 (R5 \/ 4,1N-Y-1_s12 5 p(-6,3,7,- 1•)-05-5 /7", LA La 1N-'1-nrT•3 St-fuvi" pr s.cm- (.;Cao--a..6-1. 3/Lt. I ePri---Prt-oce, 1,0-‘10vols ___Ruc2.0-4z.A5P Et:_ „, 5 C-TZ,tra-S. +A-2P - - - —rc) C I us_p - fZL045c- (2-exn\N c V 7 _ eLDCD e-cr.. ;VA- - I 1 ,1 'IN (V\ . Bk2:11nA-k ts,rn c BL.7-1- t B L. — M . 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(4)o_-t•S)_3 S-0+ rib = I- 9- 1-o: _1.3.` !6,L -n -. __. —._ __-._1 - (_i_<-9._:,5 ) . —2-1 v c$ tv,..2L ' V'c_Ci I -o I� 6k14___ _ __1:.1 c C1.1-2_t z ) 13_:.__X__uZ -1.0=-(0-4-12- P - - .. -_ A. a ..__ -___ :k - . - (�t b-sem ) - T_2_-s_.I `� -- r3-c-r- V- V- ti 0,,,,-- -- _ 42 - 13 x %s-) ( s 1 s__X._,_oa=.. _l5,( _..c X5.4 0.i��.___- ,-►- _NZ-o CI 2- , Z) fk44 , I f x (_ _, c _ I_I 4-n-ss ay Lle ,_- _ __ �.. ._ _ (Z_)_k(�__)__ 3 S-7 . 3 S x, c.., Z8-(0`16 5 127, _ ... _ _ _ _ I L -r 3 __- _1_�- 1-- --3_(!Z-3�)-- 3-1, ►`_ 4_11-e.,-1,,,A,1_:+- \- cis cA<-y-_. ---__---)4, LTc rk)/ 3_(<.( sT__(ZZ.)sj.:-L) = 2J,SA. 2-k.9 X. 09'3 1- _ f_I_ a,t-Asd4.. vCL + B - L i 3 S'J y- is�w1-- - Z1`6 y / (-413- v� )— - U\, - 1 t�Su-rc,✓�r v�� T-- „R___ B(,,t.L�-6-,2 1A-,,-v _ pc.... .-...,..,&61/2_ (.mac./)L..ez . w�.) - -- - _ -- -_ - _. , ,<a, .. . ._ 1 • _ ----......--.-..__- -. L F E 0 , .. ,i,-.•,:-...„.,_•;-.....,,, - No. 3500 Single. Hung Windo. rt.; , ��: No.:',''''f•':',:r1.';'.:: 0 y 3600 Horizontal Slider. :Win i fir' ' ''''''.4 � a� .fit` t ��-'�. � ,`.`a� i +�k'4 ''' ��a N 'r' 3Y r9r mss fm51- 5.-,r -z.-A .t v y$3s4g wr '*:r -I .,:,,.gry,,,:.,Si y:� PRIME WINDOWS F O R z '.'41- {�,+ ni ' Y w,•'f.a .tF" 3�,� 'r. k p,� ". , v t'^� v, -r t`-, 3• �-- t, 9 �?r -sa s r ,�s.t 'tY y�re,za L t a ';5` .. '1,Cixv k -, e-x G t,4 , 1 ,,�. o'.�ix�', X � '.:4,,,,,,,,,,,,,-.14.4.,,,,,,< y't .�.+�� �-sk& w. ,, _ ".3eY,�:r ,• q . T -L NEW „.; : � � .,. � . Fz , � .,,,,';',:•=w,, CONSTRUCTION AND REMODELING n r. ,-� , TILT TYPE: Lower sash tilts in z +;; ,' .,,..OM MN for easy cleaning. .,--:- �'• ®�®r Special Features: . .R F ____,.., __________ :_, • Solid PVC construction provides f •- �- '.-- $ T' 1� �,p ` �— rigidity and will not pit, peel or corrode. • �'— "' • Color integrated frame never "•••• • r� • needs painting and will not discolor. �. 4� ; �. � r; • Full 7/8"Hermetically sealed � insulated glass. } r �,` Kms: • Optional screen. ��� g i+ tb • Double weatherstripping between zs ��� { (I e a frame and sash eliminates air and L y' �� f x`=—� — water infiltration. z`< ' �` __° of �rqq :t6''' • Integral nailing fin on frame for :! L ._ r'. easy installation `' ✓ ,* • Vast selection of standard sizes. - ,ic,� - -� .a�,r,3.�. _�. � xSp Weloed stre gth a o. • I��ifa � % v ,U2r LI FET/ME A$IL t f° , a _ Y x Y MINI•MUM§MA'I• NTENA`NCS. ., o 4,4,,, % ' v:r>s 4„fi.,6mt 4��A•- � , , , {z' '�,. a.s Security/ of a cam lockin addition to twin tilt latches, : Options: /u. Low-E glass Double Locks h ^"�” 0 `i, •1 Z``% ' • Screen 4:, i • m 1- 1 . 1� :_ t_�i i l _ '-:: • Integral grids sealed between .,. • ° ..- glass panes. t.,, t :144-4,01 1 , - ,.-A i 1• e*,....--„... .'• A ,,' t . y ` , ` • f ` k �® 1 ` `' moi "Where engineering design and creative,beauty combine." i{I .;_ ''� F: It: i ^` a ''^.A �ti +Z ° • e 1. `� ` •�® '- i �r gl) ea p — �.:�. LICE -- . �, _� BUILDING �° �, . , }�. ; rz,, aa� , PRODUCTS Nil: �" "r .ss..ba ' t .,yup 'z r .+ • ra, :x .. `y,,,s•, ` ' ` iTk CORPORATION t}? Custom B VELE) FACE .rwrt; ^`,".';-,.--'..t--.',-..?.,..,:' r�t5ga 's-Desi reed.Look ., Window and Door Manufacturers since 1947 The , III N YL WI N , New . ,;i-„,,,,,,i2,,:*,,, ' „„,, ,, s3 >- Vq7 .yw ,- ' ,� : t 1. V'` NO. .3500 SINGLE Ia �,,... , 3 _. - • The perfect prime window for new . W, construction with integral fins. Spiral balances hold sash in any open position. J iP\ •y • Tubular vinyl extrusions gives exceptional tf r "" added strength. • Special take-out feature allows wallboard pass r ' .c' -,rj , through on upper floors. ,,,: ,��.� ` " � j ,Y "`' • Units can be mulled for pairs, triples, quads or s t more. ,,I' " I' 1.1 4 • Tilt hardware permits tilt-in for easy cleaning. T7 ;r t� i _.;d / 0, , t M, , LL- :�, ii , ' NO. 3800 FIXED LITE CIRCLE TOP ,,; ' • For that decorative architectural appearance. 4 - • Can be joined with other Series 3000 windows. .. • Use as an individual fixed lite. • NO. 3600 HORIZONTAL SLIDER • A two lite slider with an active ventilating x.1,' ;-y ti'' panel. r / T�°— "" • Can also be supplied as a 3 panel unit with a `" fixed picture window center. Y l __ �4 ; v • Easy to operate. • Simple to decorate. { } %4:LI4'4i,,,A NO 3700 FIXED LITE PICTURE WINDOWff Y y ,rte r ,,s• For the large open view. "� ; �µ '1 < a � ) • Use by itself or join with 2 single hung'44 - ;R " 4, flankers. ,, , . &" vy 1M`4 RQ `�" i�f a }ft �� -. ��r :E 4 c , • Can be mulled for pairs or triples ry�,e J .,f�� SR -}7Ti;Y::Sa"4:X +r:' i 013:4_, .„ '4114 I COLORS AVAILABLE OWHITE 'rv`r•' BEIGE CONSULT OFFICE ON BRONZE AVAILABILITY _r" .3„[� ss,7'f � v} `+yi 1Z4 '? ftp )�j [ ;" �`�j `�•' f x` ' "k iia}x3t.a i dT' .x �l " `4z'.'l.t 1 "--,:c,.., " y. •1- 7 vivel'.4.-'•K e.£r-t c�'.- .,, t 2 t'S� t4=• a- S t`��g`'" ''�yr k s, .. �+ _, is c. ,., , u ' `6 l \:,,,, �/' P` j7 ¢ Y•14t �R �l ,1".:7,7';„,,,,,- ,` 1 Gi. v ... 1' J 3 d 0. '11- Y lb>_t i'" �' 'L1 �.,Y1y({p 1^y ." jlrYW�at�L ,�. �b�f.., • ::,,--, 44,,!- .,.61..4.-„,,:f •'�' i t' +��',:44A014 x r 7r t x� ,+,v�i,c'".,4jy '"'.lam sr .. 1 N }'�. 1,7,15's. 'C`• e ! sp1,•�.t ,„: y ,•rF.f<+i �,Y t R K' a est,, ar . ... tr f o tgi 1 ,- 1 ? -' Y e1 .. a $, rs Ff k -„, a7 u-`ct,, %r 1 �- t • + # 3 ry „:.,..!,:,,,.1 y . b t H e••ni•y"fi : r 3. ',7x4'-'0'.',.'.4:0 y `',./.” y it ; i y3 t t'" I Y P Aa0 ! y ' •' T 4,�rJFev^4� Y tVI + , ixf {` '.iaY / /;akq/ � 1 �. $� t,s,,,, !fiF++' c�Z1(-5,.,;,. ,.,;,. A':. — tt piA" r- e � i . , �ft..' jr k g ( 6C t it lyys {hec � { 3Vpk " "11. Tr.gt +5 'y 6 ,,f �eh, `' f ,. G� + �4 '+ t* ? 6,«t T Y - n ;4� 1:t ai.+ i'/?` ' 5gsti t . ' kit5. :. .4 Nr4Y i „.4. • i • ,. ?' gaa w 'z .w d pxt x I 1, f + i. iiiwasitir ,1,.:::,4 5 r t F'1 � `d 'yk$, .p .�. �t ` 1 f l IZ Icy. 'SSSSS fat n ' .,� _ ,:t ... i/)I4I} �x Ft tk ”-."'t±71"'r ,-rt 1. �• .r+F �!/t / t, } "� r "k k ray r $.. 7. �9- r+�ya,, .� J r t�72A;;Pi '� it Pylip r '';...1.0000/1 _ 0/ ,"4.r+. / '''..'T-1,41 .�w'.wre iS`04::!" fes/ ,y'k�"•Vtrtii ry/� .yal 1t-I'{ "�' a ' '.. SRAL y 'i.YsL@ �y1 `ra1374''7 . .'13:0'".i...'4s.4---ft t ^d ��� 'EiL �.. ',::.:::4',1; 1, f��4,' t"4:. 5j;''` '+.'Z nr ^}�a' 't'Z"�F'� i 6. W. y -10: g �1 lg •-''''''3 x }ivr 4:':',"i, f a ';r.si '; .,�Ys Yk r Yt f s -irk t' r fi .. z„�1P. er' � 4 $� "W ,,.i ...mow=fit•. �, ,y- G..- t.3 {a#if�R $' ' b,r' t 1$ .gt ,e: rj Cyt . f �. N1r ,r41,0,_,,,,,.._,: j, ' �j 1 v °F A }x ac.,,,,,,,,,..-(4,f?h.i '_" ¢O ;i16Y. ii ..t r' �' aEAI► lit -SU O .3,11', $N7 A rn HI ;n we r3' w Ott .� � t rt ty � ti 'e -,e!''t"rf y,;,—.,",< r k".. k°a 't�� q G Tnubi '+8,: !' `, p r � �.z�*l��-"'�C',o L ' 1 WWI NMI TEST RESULTS SERIES 3500 S.H. Tested under specs.ASTM D-4099-89 • • RATED: GRADE 30 P.V.C. Rigid Vinyl STRUCTURAL TEST MEASURED ALLOWED a wonderful material! • Operating Force 15# Max 35# Max Air Infiltration 1 Rigid vinyl windows constructed 57 psf (15 mph) 12 CFM/Ft. of chemically inert P.V.C. vinyl 1.57 psf (25 mph) .20 CFM/Ft. .037 CFM/Ft. combine strength, durability and beauty. • Water Resistance 5.0 GPH/Ft2 WTP-3.0 psf No Entry No Entry Is virtually maintenance-free, Uniform Load Structural does not discolor, is easy to 45.0 psf Exterior As Stated As Stated clean with detergent and water, 45.0 psf Interior • As Stated As Stated and never needs painting. Deglazing Passed Will not rot, warp, swell or crack • THERMAL TEST like wood. R Value =2.08 • Uc-Thermal transmittance (conduction) 15 mph = 0.48 BTU/Hr. Ft2F Will not rust, corrode or pit like CRF-Condensation Resistance Factor 58 metal. SERIES 3600 HS RATED: GRADE 30 Is unaffected by salt air or Manufacturer stipulates conformance to HUD UM 85 Is an insulator and does not (HUD ACCEPTED CERTIFICATION PROGRAM) conduct heat or cold. Virtually Tested by: National Certified Testing Lab., York Pa. eliminates condensation and TOTAL REPORT AVAILABLE ON REQUEST blankets sound transmission. • NO. am)PRIME VINYL. SINGLE HUNG ENERGY SAVER WINDOW WINDOW SIZES I�N/ No.3700 z - Nominal Actual Frame f�C� S Ti.//,_,11_1_4 -4•y,� PICTURE WINDOW SIZES SIze Size In Inches Nominal Actual Picture Window 2/0 x 3/0 241/2 x 36 Size Frame Width in Inches 2/0 x 3/8 x 44 3/0 x 3/0 36 x 36 2/0 x 4/0 x 48 2/0 x 4/4 x 52 3/0 x 3/8 36 x 44 2/0 x 4/6 x 54 3/0 x 4/0 36 x 48 . 2/0 x 5/0 x60 3/0 x 4/4 36 x 52 • 3/0 x 4/6 36 x 54 2/4 x 3/0 281/2 x 36 3/0 x 5/0 36 x 60 _ 2/4 x 3/8 x 44 4/0 x 3/048 x 36 2/4 x 4/0 x 48 2/4 x 4/4 x 52 4/0 x 3/8 48 x 44 2/4 x 4/6 x54 4/0 x 4/0 48 x 48 4/0 x 4/4 48 x 52 2/4 x 5/0 x 60 4/0 x 4/6 48 x 54 2/8 x 3/0 3.,21/2 x 36 4/0 x 5/0 48 x 60 2/8 x 3/8 x44 5/0 x 3/0 60x36 2/8 x 4/0 x 48 5/0 x 3/8 60 x 44 2/8 x 4/4 x 52 5/0 x 4/0 60 x 48 2/8 x 4/6 x 54 5/0 x 4/4 60 x 52 2/8 x 5/0 x 60 5/0 x 4/6 60 x 54 11 3/1 x 3/0 371/2 x 36 5/0 x 5/0 60x60 3/1 x 3/8 x 44 C''�Ira 3/1 x 4/0 x48 ORIEL WINDOW SIZES ?/0 3/1 x 4/4 x 52 Nominal Frame Size 3/1 x 4/6 x 54 s.... ..... 2/0 x 6/0 24%x 72 3/1 x 5/0 x 60' 'EGRESS 2/4 x 6/0 281 x 72 ME: 2/8 x 6/0 3254 x 72 3/4x3/0 401/2 x 36 3/1 x 6/0 37 h x 72' • am x 3/8 x44 11.11 3/4 x 4/0 x 48 f 3/4 x 6/0 40 h x 72' ■. 3/4 x 4/4 x 52 3/8 x 6/0 44Y,x 72' 3/4 x 4/6 x54 • 3/4 x 5/0 x60' 'All frame sizes are buck dimensions of inside of window. • For pairs(mullions):Multiply single frame width x 2,add 1/4". 3/8 x 3/0 441/2 x 36 For triples:Multiply single frame width x 3,add 1/2" 3/8 x 3/8 x 44 For picture window combinations.Multiply tlankers x 2,add P.W. 3/8 x 4/0 x 48 width+1/2". 3/8 x 4/4 x 52 BOCA CODE:The 3/1 x 5/0 and larger window sizes meet and 3/8 x 4/6x 54 exceed minimum requirements to be bedroom egress.Oriel size 3/8 x 5/0 I x 60' 3/1 x 6/0 with 5/0 bottom sash. .. NO. 3600 PRIME VINYL HORIZONTAL ROLLING ENERGY SAVER WINDOW NOMINAL 2/0 3/0 4/0 5/0 6/0 6/0 7/0 8/0 9/0 • SIZE FRAME24" 36" 48" 60" 72" 72" 84" 96" 108" —� SIZE 2/0 231/2" 2020 _ 3020 4020 5020 6020 6020 7020 8020 9020 E 2/6 29' " 2026 3026 4026 5026 6026 6026 7026 8026 9026 1 3/0 35' 2030 3030 4030 5030 6030 6030 7030 8030 9030 G 3/6 411/2" 2036 3036 4036 5036 6036 6036 7036 8036 9036 T 4/0 471/2" 2040 3040 4040 5040 6040 6040 7040 8040 9040 •, E- 5/0 59/" 2050 3050 4050 5050 6050 6050 7050 8050 9050 • 2 PANEL 3 PANEL • PICTURE WINDOWS SPECIAL B.O.C.A.CODE EGRESS SIZE:4/6 x 4/0(FRAME 54"x 471/2") }I • /��S '`" j uy v v},..,4,9,.1,;,..,Q,#� . �J e ,Ss� .r� ' `� ,,,,-.•J..it,' Y t G• c ny.. ,, 1.1, 4 �j11�Ys i s tar., ,.:':`;',V.1-4,401%.i,.Fds'44'1"d'`i 7�"S.;AF'T al'4'44r`• Rt`+ d t'i'W b'.041141'N '4'1 "t a w >'v* -,�rS ''., (111A 24" 30" 36" 42" 48" 54" 60" 66" 72" 75" ,r'F • r.y'`J. .F r , v i l:,,'(.1.• I " f,* ti:af E1 + C - r ..,r J tr""r tit's .' Y :iota! c « ,)t l ' =1 • ti' 1 1111 -::�. 1111. .• ., W ,1111 1111... 1111 * 11,11 1111 f.a: �. 1111 •� ,biy (We reserve the right to change detail,designs or specifications at DISTRIBUTED BY: any time without prior notification). Corporate Headquarters Southeast Region Midwest Region S jef,teit LINE 1 Silver Line Drive 1700 West Fork Drive 12520 South Lombard Lane North Brunswick,NJ 08902 Lithia Springs,GA 30057 Alsip, IL 60658 BUILDING PRODUCTS CORPORATION Tel: (908)937-5800 Tel: (404)819-9311 Tel: (708)239-6100 (800)234-4228 Fax: (404)819-9116 Fax: (708)239-6104 Fax: (908)846-3605 . . • ..?:,, ,. • . „.„. .. . . . . _ . . , , • • SKise.6..:;fte 37g) ; . rffrqs5 : ; , / Cc?) -e-ri.95apv.),,,k : • si L LA- (5 • 1 S . J L9 L./4" /0 xk Vo . : .20 /s x 1.3 Ye) /33 2-0 x i S' ! ..,6 : • i ,• • 210X Y3 .• ;::):-.) A Y /7 7 . :: 2,37 ; ao x ri, • 5% 27 -44 .K41/0 . . d.02:;?. ',c tot A i 2,g7 -21°Y Y/Y . . 4)0 1,4) X -i I Ye - . 2,,T- 1 10 y ,:t3 :. . ‘ , 39 • ),..) :4;6 x % )( ..:7,0‘ - ,•;)•.c.::•;.;1:61 ,)ti 25Y x3/0' . . 2‘./ A x . I 3 A : 2, 7,0 . 2L7/ • ir , . 5,06 ,24/x *24.: 261 A x /7 '4 !' 247 2.4i )( ), ' C, 3) .. -3"i-4 Y % aki /el y i •i /00 :z: 3 ,2-0 , a‘y x 24 .i . . . 7,6"cg• /1 ( 5/41 . 2Y./is k 21 /6 3,r1 7., -i x z, . • /, 7 I'Vtix? L/4.. akira /B 7, 7./ z_Lof 241 '... i •,..,fx) l/b x2 rA : 2k.',.4 :',4:7., ., ',2.. . A ),< irt; A • ! '2, rg • 2. E; / 5• 2/6 (..,':/s .- ).0,6 lIc6- x Pi,:'4 l./6 . ! • 33 / . 24 5 )' 19 tt.e.,ee, `0., 2,.•s. y-`,..t). ,,7. ,': ' 3, 7.Y• i 2s, te .2/ 2 .'.. 1A, !::' 2.)re, • V 1,/ V 2-1b XS/0 i .2..? :/5. 1/z, Z/91 I 245-• 1 0 .5-0 / • 1 :5.4110 ),‹ I 2,At 3,D. F 1 33 x is- -vox ys . ,. y 1) 8, iffy 33 ) 19 33/b Y (c1 L'Ab f V6 , 1 ' 33 3/0 y '49 :6• 1:04, •Al'i. 2.(5 44n, 33 it 2.3 tot5r1 Yst. .. '1/4 . 4.47% r1 2-2-116 5,09 i . 33 . . ..../) y. .t..)./5 • -1-?, /by. at:41/6 ; ,-)s i 3c 1//a x* (3A : :2.42, I y 1-7 A 4/13o • ! ) , )( 11 :' 9,577 Xi , ,v. 4.`.4 . 36 /5. x ),= A : 4/, ?t) . i 36)( 2, . /0/50 .v/v ' 4 14 x 2.1 'i, C2-ct 16,)c 2.3. • 411 X frt, . 36 /S r 2-2- 11% - -1,.y C. '/$ k /Gilt ' 6, 30 . • • frSS 55 3h 7 . „,<, / 0 r3 ? 3 . 46 ',la /V �,' c f / % d.„ /g7g 7 .2" 4 , 0 1'0 h Z i / 3 JOB LOCATION: LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT: NAME: ki i r 3>- pu P kr ADDRESS: Li(3L( VLit eCL�c%1 Gam. 1141404 KY /202.0 PHONE: „ 8 Y'%Yip OWNER: NAME: E . N .& .) ADDRESS: 342 C;01 ` Pi < W=1-10-4>INNX Ny ( Zolo PHONE: The undersigned hereby certifies that he has prepared and/or reviewed and modified the attached plans and specifications for subject building and certifies they are in compliance with the New York State Energy Conservation Construction Code. j. 0,„ ��'r { 40, 4' 4Z.Zva= eal . Signature of R.A. or L.P.E. • x iisi . I &11 I1N11CIY CONSERVATION CONSTRUCHON CODE • PART 5 COMPUANCE FORM Building Design by Acceptable Practice •AILDING /:LiDRESS: GD7. DATE: AL 0L , .&< 15 y COUNTY: i CHITECT,ENGINEER,OR CONTRACTOR: THE N/C -fti G20 UP PHONE: 518-783-9641 P L R;MIT APPLICANT: Sh X1 t PHONE: I. BEATING DEGREE DAYS (Table 2-1) LJ 5000—6000 X 7000—9000 IL BUILDING DESCRIPTION (Pre-qualifying Conditions) If the building does not meet all of the following pre-qualifying conditions, Part 5 of the Energy Code may not be used. Building is residential with one or two dwelling units. Building is less than 5,000 gross square feet. • X Building is three stories or less in height. xl Ratio of glazing area to gross wall area is equal to or less than 17%. PROJECT TYPE X� New construction f I Substantial renovation of existing building n Addition to existing building Exempt (7810.6c) ,gyp'` `� ‘044 c ^ `7 Rijn {V,. HEATING SYSTEM TYPE Gas-fired leas pump Electric � - 'i. - ;• j Ni. BUILDING ENVELOPE DATA: 7814-_2 i. _ Envelope Component Minimum Provided Plan/Spec. pec. Required Reference Exterior wall R= 18 R= 18.0/ Roof/ceiling R= 24 ' R= 29.4 Floor R= 19 • - R= 30.3 Foundation wall R= l0 R= 13.57 Slab edge insulation. .._-...... R= 10 R= N/A Glazing R= 1.7 R= 3.3 Entrance door R= 2.5 R= 10 Insulated depth below grade D= 48" D= 48" Skylight R= 1.7 R= 3.8 Skylight %of total roof area I%Maximum %= ( 1 fo Vapor Retarder: 7814.2(c) LocationLocation Type Plan/Spec. Required Provided Provided --rReference Walls Yes Poly Ceiling Yes Poly Floor Yes 3/4" OSB .5 Perm Other Infiltration Rate: 7814.2(h) Element Maximum Rates ( Rates Specified l Plan/Spec. Reference Windows 0.37 cfm/lin. ft. .12 Doors 0.50 cfm/sq- ft. Patio -12 Swing .09 I i { Joint Sealing: 7814.10(i) - . 1.1 . Joint Location Sealant Type Specified T'lan/Spec_ Reference 1' Windows Polycell ( i Doors frames Weatherstri•.in• IIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIII ': Walls at roof/ceiling ' : Walls at floors/found. — Polycell Wall panels N/A MMI1111.11111111111111111111 ., titiliiy entrance Weatherstripping •_ 1,____ lrenetrations Polycell Other • Other — 'Air Infiltration Barrier: 7814.10(j) Lycation Required? Specified Plan/Spec. Reference • }�f gills yes/no i No-Cedar. Siding` . MIMIyes/no - . Fireplace: 7814.10(k), (m) Re.uired ----T-Spe - cified Plan/Spec. Reference Outside combustion Yes- , air duct with damper ",. nue damper with max. 20 cfm, or damper and non-combustible doors damper ( 20 c_f_m_ i4 Gas fireplace ignition No VI. HVAC PERFORMANCE: 7814.11 (Table 5-3) e . .......... f. Equipment Minimum Perfoi nuance Specified Performance Plan/Spec. Reference l u rnace 70% AFUE 90% Boiler Heat pump Central air — conditioner 'VII. HVAC CONTROL 7814.12 Temperature Control Required Specified Plan/Spec.Refer p Reference Thermostat each Yes dwelling unit Shut off at each terminal unit Yes Thermostat Required Specified Plan/Spec. Reference Minimum range , Yes 45°F-85°F Deadband Yes range >_5° Automatic • capability Yes VIII. DUCT SYSTEMS: 7814.13 Category f Required Provided Plan/Spec.Reference Duct >_ 1"thick N/A in conditioned space insulation R-33 in uncondtioned space Transverse Sealed Yes joints IX. VENTILATION SYSTEMS: 7814.14 System Type Required Specified Plan/Spec. Reference Supply Damper at envelope Y e s • Exhaust Damper at envelope i Y e s Supply on/off switch Yes Exhaust I on/off switch Yes 1 ' X. PIPING INSULATION: 7814.15 .. Piping Type Insulation Provided Plan/Spec. Required Reference Heating distribution* a 11/2" , N/A Service hot water** >_ 3/4" I N/A • *Does not apply to runouts. **Does not apply to piping with a diameter less than or equal to 3'4" inch. • k XI. SERVICE WATER HEATING: 7814.21 (Table 5-4) Performance Requirements ' Water Heaters Minimum Specified Plan/Spec. Performance Performance Reference Storage EF > .93 -.00132V > .93 Instantaneous N/A Pool N/A I • Controls , Category - Required Control Control Provided Plan/Spec. Reference System automatic control, Yes System temp. setting range 140 degrees max. Pool heater IID N/A Pool heater on/off switch N/A Electric water heater separate switch N/A t:, Gas/Oil water heater separate valve Yes XII. ELECTRICAL POWER: 7814.31 Category I Required Specified I Plan/Spec. Reference Electric meters I Ea_ dwelling unit I "es 1 • ExTERIdz WALL OFACUE FRAMED *ALL: VORKSH£E' R-Value Insulated Construction R-Valu� Frameda Are 6Mi .' - Comoonant ! Area R 1P111111..- 111 • Vii.: • •0.6E. .. let. Air Film 0.68 ill! 114: / {til . . . .45 . • 1/2" Gypsum Bd. . . . .45. . 1 ' III l : . ... 1lal l board . . .. . 1 ,� 1f. ' �: 19.00 . .i.B�tt ---- • • I'� liv..- nsuletion . . �---- 2x6 @ 16" o - Ii` Studs .C. 6.87 /,......,\ IP . . :54. . . . � II 1/2.' Wafe5heatnin`q :54 `�.P144111111 . . . . . • RJ\ . :65. . . . , Vint'' i di nc . .43:;;T-----4.1 .:65. ; f x t_ AY7--- 0.;7 • 21.49 A .. . . . . .. . R-Total I . .9.36 .. U insulated F w raction* = Frames Fraction - R-Total Insulated R-Total Framec U ----8-5-------- + - 21.49 •15 9.36 .056 E: * tall Stud S I Spacing Insulated Fraction 1 Framed Fraction 12" O. C. I :.E3 . 17 16" O. C. .E5 . 15 +" O. C . . 8E . 12 . . . . • ROOFc. (VENTED) : IORKSK££T i • :\i \ : \\: ‘°‘ ‘.;; . , . //--,7--_------------------ f 7j1 . f ,.......-------- _,,,, ,,,,,, ir ..„ , , A , . ,,,,,,,,..., • ic:--------(-7-------------- / . „,,,, , , • - e /:,- R-Value R-Val Constue I • I • nsulated ' Construction 1 France Area ! Couponents i :.rer 0.17 , Ext. A;r Film • 0.77 1 30.00 ? 9" Batt + 12.00 Overlap losulation 2x4 bottom chord ---- i @ 24" oc 1 4.35 - •. . Joists 1 .45 1/2" Gypsum Bd. ' . . . . < , . •..• Wai i board .45 f 9.61. 0.61Int. Air Film 31.23 R-Total ...):1:58 -- Insulated Fraction* Framed Fraction* r - R-Total Insulated + m-Total Framed L .93 .07 r • 31.23 17.58 .034 ItRoof Joist -.041 . 1 9 Insulated Fraction Framed fractioii' � 12" 0.C. .87 y . 13 16" 0.C. .90 .10 24" 0.C. r .93 .07 1 • OPACUE FRAMED FL.COR: NORKSHE_' %f«-//r/ly�d AmarmegUersncemr ! ( . 1-',1\II v (--- ........ \ -,.. \. , , L-...;____,: ' / -\ 'IA i i 0 / k / R-Value 9 • + I Insulated R-Value , ' III( 1 Construction Frames ' • Area 1. ` I -„ CcmFonents - Area 0.92* t 1 I Ext. Air Film ! 0.97.* 19;00 • 6" Batt Insulation i1,1 7/8" TOI's @ 24" o.cl• . . , . . . . . Joists • •1 , J-4.8;1. i I .93 13/4" waferWood IL , . . . . Sub•F1 oor . ...-, ..7-------- I .17.9g1:- . 0 ► carpet/vinyl I , . . . .. Fin. Floor . nec91....... 1 _____ 0.92 1 .Air Film 0.92 _. ._. i 21.02 R-Tota 1 I .1.6...8.6. . U insulated Fraction** Framed Fraction** o • R-Total Insulated R-Total Framed Uo s .95 • .05 21.02 16.86 t''.048 * For vented crawl space, use R • 0.17 for ext. air film. ** Floor Joist Spacing p 9 Insulated Fraction Frae+es Fraction ' 12" O.C. .87 .13 16" O.C. .90 . 10 l24" O.C. .93 --- .07 - • BASEMENT/CELLAR MALLS: WORKSHEET @ stairwells R.-Value = R-Value with Ext. Construction . with lnt. Insulation Components Insulation 1 ►���, * l I 0.•'./ 0.77 Ext. Air film 0.77 a � . . �.� ��Tt None • • '. ���� ��� o � $ Exterior -r i ni sh o ►•j • 0 . 8" Poured .- e . ���� Block (Concrete ) . . .1...72, . . . al.' .. ♦�• CoreI- l . 1 .: ,�. or. Insulation .I i .� ,_ ! I ♦ i "if any) �"' Le e4.. � � 14/2.."R-max „,.vI . • .... Insulation - &AO �f! �' (ext. or int. ) •/D.�lfl -- s^ :e ��*4. �;>�� None I . ! - ►♦4- • Interior Finish ' ��� l=% 1-.• e - �•4 0.68 , 4 C { �: Int, Air Film 0.68 =� .� b. R-Total 13 -37 . U w R-Total 1 OP/ o Uw - /3-37 Exposure Above Grade . 8 Depth Belon Grace . 48 t BASEMENT/CELLAR WALLS: t,ORKSH£E' R-Value i R-Valve with Ext. ) Construction with Int. 1insulation Components Insulation •�..��, 0.7 7 1 0.. 7 . • � � ♦� Ext. Air Fi l m ►♦ ♦♦ A.S. �'� None •:4. ►��� Exterior Finish d . ►••• ••• 1 8" Mired �.►d:4 ►•4 Bloca (Concrete) • • .L..72 . . . '94 114. . • 1. ,f•••► 0Cora Insulation . A;k:• _twiif any)► 1 _ • • •. N. • �•s (ext. or int. ) �� ^t ��1 +— None • •�j� I • interior Finish It • �' • •e' l�. �r♦ r.�-. 0.6 8 —71 .a' • ����• . . �� • ..1.. 0 • i Int, /.:r Film .68 _t �.�� • • 13.57 R-Total • 1 U w R-Total 1 Uw 4. 13 .57 - .C74 e Exposure Above Crade - 8 Depth Se1oti Grace - 48 IF • • • • ® • ; I • 115.00' 115.00' • • . 0 ...:., • • ..,,,. . • . "_cam?s ., . . . . . .. • .. .. . . i . • _ . . •. • . :;: : r ) T . 9 . . _ , uta • 10H : 0 " T i . [ . {' fit. I-- �_ r` j • ..7V( 22,714 .L:: .�Q� ,-�T. , � :3� • ..�: • _ .•"' INI - • • • ' 3AONALA2 LAC. BI1 I.i•„ .� • �.).'"....-4 RIM = 285.53 • , " •. �,. �, 1 • s2,tNY. _ 26203 . L . . . . • +15:00•.. . .•. •• `:'.'.'.'.•.'.' '.'.1 f' ` • • • • 0• • • • . , ytiiist..7_,:::::.... . _ • rJ • 0 , O O . • 7 a 24'f N v, r - _• N • DRYWE L i . The Michaels Development Group 282 Ushers Road Clifton Park,New York 12065 February 27, 1997 ° Town of Saratoga Building Department Dear Mike Biffer: Enclosed find a revised plan for 9 Arrowhead. Note the following changes: • Smoke Detectors shown on second floor • Add fireplace chase height above ridge • Stair treads called out • Silverline window specs: the manufacture did not have printed data on egress and light/vent however our supplier made up this spreadsheet based on formulas from manufacturer which he verified with actual units. Please call if you have any questions. Sincerely, Douglas Godfrey Senior Designer I DATE:1-5/24/2',1',2 l Time: 9:45 Permission is hereby granted to the below owner or contractor for construction in accordance to application 10084 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: 20603 Permit Date: 4/15/2002 - - - BUILDING INSPECTOR LOCATION PERMIT CLASSIFICATION Sect/Block/Lot: Permit Type: B BUILDING Street: 9 ARROWHEAD ROAD i' Work Type: AD3 ADDITION-i & 2 MAJOR W/ STRUCT Zoning District: UR-1 URBAN RESIDENTIAL - 1 Prop Usage: 434 ADDTNS/ALTER NO INC. # UNITS Insured party is CONTRACTOR (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 518/587-7990 518/583-7501 HARKINS EDWARD&KATHLEEN LIBERTY BUILDERS 10/01/02 9 ARROWHEAD ROAD 104 VAN DAM STREET Saratoga Springs NY 12866-0000 Saratoga Springs NY 12866-0000 Class: B BUILDING CONTACT APPLICANT 518/583-7501 518/587-7990 FULMER JAMES HARKINS KATHLEEN A 104 VAN DAM STREET 9 ARROWHEAD ROAD Saratoga Springs NY 12866-07,1 SARATOGA SPRINGS NY 12866-0000 ARCHITECT 518/584-8656 RUPERT KEITH D 4134 SILVERBEACH ROAD MALTA NY 12020-0000 w Insurance Carrier: NATIONAL GRANGE MUTL Total Value of Work Done: 20,750.00 Insurance Policy: MPV11232 Total Square Feet: 400.00 Insurance Exp Dte: 1/01/2003 Number of Dwelling Units: 1 Fire District: OUTSIDE (Inside or Outside) Number of Bedrooms: File Folder #: 17147 Number of Buildings: 1 Application Date: 3/13/2002 Permit Exp Date: 4/14/2003 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 60.00 .00 1 .00 60.00 7514 .00 84.00 1081 1 & 2 FAMILIES / PER .00 .06 1 400.00 24.00 .00 .00 APPROVAL INFORMATION Description Sta App/Den Dt App/Den By BUILDING AND PLUMBING A 4/15/2002 MICHAEL BIFFER COMMENTS/CONDITIONS THIS PERMIT AUTHORIZES THE CONSTRUCTION OF A 400 SQUARE FOOT SCREENED PORCH ADDITION, AS WELL AS A PREVIOUSLY CONSTRUCTED OPEN DECK ADDITION TO THIS EXISTING SINGLE FAMILY RESIDENCE. CONSTRUCTION OF THE NEW PORCH AS WELL AS THE ALREADY-BUILT DECK SHALL BE SUBJECT TO APPLICABLE CODES AND LOCAL INSPECTIONS. PROJECT AMENDED ON 5/24/02 TO BE AN UNHEATED, BUT INSULATED, THREE-SEASON ROOM, WITH WINDOWS INSTEAD OF SCREENS ALL AROUND. rip W°3°6' 3 MEMO TO: MICHAEL J.BIFFER FROM: E.J.&KATHY HARKINS SUBJECT: PERMIT 20603-CHANGE SCHEDULE DATE: 05/23/02 Enclosed please find the following information requested on he construction of our sunroom: • Truss Drawings w/Seal and Certification. • Window Schedule /Description • Insulation Schedule /Description We are hopeful that by providing this information we are able to resume construction this weekend. Please call me at the numbers below with any questions: Cell—744—6462 Phone—587-7990 Regards, EJ.Harkins 1 • MiTek® MiTek Industries, Inc. 14515 North Outer Forty Drive anCC Suite 300 15 G Chesterfield, MO 63017-5746 Re:HEIDI Telephone 314/434-1200 Fax 314/434-5343 4 The truss drawing(s)referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Bellevue Builders Supply Pages or sheets covered by this sea1I3084980 thruI3084983 My license renewal date for the state of New York iskPR1L 30, 2002. ,of NEW yo �.P GNAR LFS 9'f' 5 O 4L X ‘;\ 41 C2' „, • , fir G64248-6 Ef--�/�� April 10,2002 Wert, David The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI-1995 Sec. 2. . • . . • .. E Mitek Industries, Inc. WEB BRACING RECOMMENDATIONS MAXIMUM WEB FORCE(lbs.) X-BRACE 24"O.C. 48"O.C. 72"O.C. BAY SIZE - LATERAL BRACING MATERIAL TYPE LATERAL BRACING MATERIAL TYPE LATERAL BRACING MATERIAL TYPE A B C D A B C D C D 10-0" 4600 • 4600* 4600 * 6900 * 1344 4600 * 4600 * 6900 * 4034 6382 12'-0" 3942 3942 * 3942 * 5914* 1344 3942 * 3942 * 5914 * 3942 * 5914 14'-0" 3450 * 3450 * 3450 * 5175 * 1344 3450 * 3450 * 5175* 3450 * 5175 * 16-0" 3066 * 3066 * 3066 * 4600 * 1344 3066 * 3066 * 4600 * 3066 * 4600• 18'-0" 2760 * 2760 * 2760 * 4140* 1344 2760 * 2760 a • 4140 * 2760 * 4140a 20'-0" 2509 • 2509 * 2509 * 3763 * 1344 2509* I 2509 * 3763 * 2509 * 3763 * -CONTROLLED BY CONNECTION I GENERAL NOTES (TYPE BRACING MATERIALS 1.X-BRACING IS REQUIRED TO TRANSFER THE CUMULATIVE LATERAL BRACE FORCE INTO THE , ROOF AND/OR CEILING DIAPHRAGM THE DIAPHRAGM IS TO BE DESIGNED BY A QUALIFIED PROFESSIONAL I X 4 IND.45 SYP 2.THESE CALCULATIONS BASED ON LATERAL BRACE CARRYING 2%CF THE WEB FORCE. A -OR- 3. X-BRAC1NG MATERIAL MUST BE SAME SIZE AND GRADE OR BETTER,AS THE LATERAL BRACE MATERIAL,AND SHALL BE INSTALLED IN SUCHA MANNER THAT T INTERSECTS WEB MEMBERS 1 X 4#2 SRB(DF,HF,SPF) AT APPROX.45 DEGREES AND SHALL BE NAILED AT EACH END AND EACH INTERMEDIATE TRUSS WITH 2.16d COMMON WIRE NAILS.(3-113d NAILS FOR 2X8 MATERIAL) 4. CONNECT LATERAL BRACE TO EACH TRUSS WITH TWO 169 COMMON WIRE NAILS.(THREE 18d NAILS FOR 2X8 LATERAL BRACES) B 12 X 3#3,STD,CCNST(SPF,OF,HF,OR SYP) 5. LATERAL BRACE SHOULD BE CONTINUOUS AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. B. FOR ADOMONAL GUIDANCE REGARDING DESIGN AND INSTALLATION OF BRACING,CONSULT C 2 X 4 93,STD,CONST(SPF,OF,I-F,OR SYP) DSB-89 TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES AND HIB-91 HANDLING INSTALLING AND BRACING FOR RECOMMENDATIONS FROM TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DRIVE,MADISON.WI.53719. 7. SEE SEPERATE TRUSS ENGINEERING FOR DESIGN OF WEB MEMBER. D i 2 X 6#3 OR BETTER(SPF,OF,HF,OR SYP) B. THE 15d NAILS SPECIFIED SHOULD BE 3.5'LONG AND 0.182'IN DIAMETER,IN ACCORDANCE WITH NOS 1991. NOTE:FOR A SPACING OF 24'O.C.ONLY,MITEK STABILI2ER TRUSS BRACING SYSTEMS CAN BE SUBSTITUTED FOR TYPE A.B,C AND 0 BRACING MATERIAL CR099 BRACING FOR STABILIZERS IARE TO BE PROVIDED AT BAY SIZE INDICATED ABOVE. WHERE DIAPHRAGM BRACING IS REQUIRED AT PITCH BREAKS,STABILIZERS MAY BE REPLACED WITH WOOD BLOCKING. SEE STABIL:MR TRUSS BRACING INSTALLATION GUIDE AND PRODUCT SPECIFICATION. 4kiir A, il LATERAL BRACING / j \\ø MATERIAL , ., � 16d NAILS OF Miej/ - j (SEE NOTES 4&8) .14..°4' 9 �0v. � 4. "C::::;,..: • * :4' lk., 1 Virdi, fi . / . G61 $ X-BRACING 1jthi%\111:0\e\ . N: MATERIAL \ I� �wi November 22,200( TRUSS WEB MEMBERS a WARNING-Verify design pasmetera and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. --® a Design valid for use onty with MITek connectors. Thb design Is based only upon parameters shown,and is for an Individual DuIlding component to be Bill installed and loaded vertically. Appllcablltty of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web member only.AddBbnal temporary bracing to'sure stability during construction Is the responslbllltyof the erector. Additional permanent bracing of the overs;structure h the responsibUlty of the building designer. For general guidance regarding labricalIon,quality control,storage,delivery,erection and bracing,consult QST-88 Qualtty Standard,DS1.89;racing Spectfleatlon,and HIB-91 M iT;(s k® Handling Installing and Bracing Recommendation ovallable from Truss Plate Institute,%3 D'Onofrio i'lve.Madison.WI 53719. ate.,,, � T -'BRACING DETAIL `o`' ,, YT-T-B B : c` "1 cRds • NOTE T-BRACING IS TO BE USED WHEN CONTINUOUS T-BRACE f S .4r v r LATERAL BRACING IS 111PRACTICAL. T-BRACE MUST COVER 90%OF THE WEB LENGTH. T-BRACE i, ,�NAIL NAILING PATTERN rA3 T-BRACE SIZE NAIL SIZE NAL SPACING WEB 1x4or1x6 10d 8'O.C. 2 x 4,6,or 8 12d 8'O.C. \'' *.V., USE 0.131'DIAM,x3"LONG 10d NAILS WEB USE 0.131'DIAM,x3.25"LONG 12d NAILS NOTE: NAIL ALONG THE ENTIRE LENGTH OF T-BRACE(ON MULTI-PLIES NAIL TO ALL PLIES) NOTE: T-BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER)AS THE MEMBER BEING BRACED. 4 All • ONE PLY TWO PLY THREE PLY T-BRACE SIZE T-BRACE SEE T-BRACE SEE I SPECIFIED ROWS OF REQUIRED CONTINUOUS LAT.BRACING , WEB SEE 1 2 1 . 2 1 2 2x3or2x4 1x4 2x4 2x4 2x4 2x6 2x6 2x6 1x6 2x6 1 2x6 2x6 2x6 2x6 � 2x8 2x8 2x8 2x8 I 2x8 I 2x8 2x8 l FOUR PLY FIVE PLY T-BRACE SEE T-BRACE SEE SPECIFIED ROWS OF REQUIRED CONTINUOUS LAT.BRACING WEB SEE 1 2 1 2 2x3or2x4 2x6 2x6 2x8 2x8 2x6 2x6 2x6 2x8 2x8 2x8 2x8 2x8 2x8 2x8 , sOF NEw k„. co'P"PAUL OO y9/- I` • l i: • y. 2 0/r. r- .i, r Ili N itt:i !,C? � •071348- v2 Q p9°FESS►OW- January 18,2000 a WARNING-Verify design parameters and READ NOTES ON TB7S AND REVERSE SIDE BEFORE USE. st.mi1. Design valid for use only withWeis connectors.This design is based only upon parameters Mown,and I individualtot an inddual building component to be Installed and loaded vertically. Apptcablity of design parameters and proper ineorposatlon of component is responsblUly of building design..-not truss designer.Bracing shown is tot lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control.storage,delivery,erection and bracing.consult OST-1141 Quality Standard,DS111-e9 Bracing Specification,and HIR-91 MiTek® Handling Installing and Ironing Recommendation available from Truss Plate Indltule,583 D'Onotrlo Drive,Madison,WI 53710, 1 'lob r Truss Truss Type Qty Ply rf • 13084980 HEIDI T1 ROOF TRUSS2 5 1 (optional► Bellevue Builders Supply, Schenectady, Y 12306 - .. 4.201 SRI s Apr 2 002 Mi ek Industries, Inc. Tue Apr 09 11:24:29 2002 Page 1 I-0-10-81 8-10-12 I 13-9-8 114-8-0 0-10-8 6-10-12 6-10-12 0-10-8 - 5x6= Scale=1:34.0 3 8.0012 -» ' 4' 1.1 ,,- hioioio00000fjljll 5x8 11 O N 4 i 2 414 F2 5 4 O 0 - 5.00 FIT - •. 0 3x5 3x5 J I 6-10-12 I 13-9-8 I 6-10-12 6-10-12 Plate Offsets(X,Y): [2:0-1-12,0-1-81, 14:0-1-12,0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) 1/defl PLATES GRIP TCLL 50.0 Plates Increase 1.15 TC 0.46 Vert(LL) -0.08 6 >999 MII20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.26 Vert(TL) -0.11 6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.12 4 n/a BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/deft = 360 Weight: 64 lb LUMBER BRACING TOP CHORD 2 X 6 SPF 1650F 1.5E • TOP CHORD Sheathed or 5-8-7 oc purlins. BOT CHORD 2 X 6 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF Stud REACTIONS (lb/size) .2=1067/0-3-8,4=1067/0-3-8 Max Horz 2=163(load case 3) Max Uplift2=-214(load case 4),4=-214(Ioad case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=13, 2-3=-1837,3-4=-1837,4-5=13 BOT CHORD 2-6=1603,4-6=1603 WEBS 3-6=1368 • NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure C ASCE 7-95 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3) Bearing at joint(s) 2,4 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 214 lb uplift at joint 2 and 214 lb uplift at joint 4. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard • /`tt.of ,-17 /Ap oviAR& fi ,' y lti r •v`i mac,'' til 064248.1 f,`j� April 10,2002 • A WARNING-Verify design pararnetersr and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ammo Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and is for an Individual building component to be 1111 Installed and loaded vertically. Applicability of design parameters and propel Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overat structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onotrb Drive.Madison,WI 53719. 1 • Job Truss Truss Type Qty Ply 13084981 HEIDI T1A ROOF TRUSS 7, 5 1 i (o`floral) 1 Bellevue Builders Supply,Schenectady, Y 12306 4.201 SR1 s Apr 2 002 MiTek Industries, Inc. Tue Apr 09 11:24:29 2002 Page 1 1 8-74 :I 13.6.0 1 144-8 I 6-7-4 6-10-12 0-10.8 • 5x8 Il Scale=1:33.8 2 8.00 12 a< i v: Sxe 11 4 1 . m ': 3 ri, 4 j Jo I c o c " 3x10\\ 5.00 12 TO • 4x4 3x5 I 6-7-4 I 13-6-0 I 6-7-4 6-10-12 Plate Offsets(X,Y): (1:0-0-14,0-1-141,(1:0-11-10,0-4-01, [2:0-2-8,Edge1, [3:0-1-12,0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) I/defl PLATES GRIP TCLL 50.0 Plates Increase 1.15 TC 0.46 Vert(LL) -0.07 5 >999 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.26 Vert(TL) -0.10 5 >999 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.11 3 n/a BCDL 10.0 Code BOCA/ANSl95 1st LC LL Min I/deft = 360 Weight: 62 lb LUMBER BRACING TOP CHORD 2 X 6 SPF 1650F 1.5E TOP CHORD Sheathed or 5-9-15 oc purlins. BOT CHORD 2 X 6 SPF 1650F 1.5E • BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF Stud WEDGE Left: 2 X 4 SPF 1650F 1.5E i REACTIONS (Ib/sizel 1=925/0-3-8, 3=1047/0-3-8 Max Horz 1=-166(load case 2) i Max Uplift1=-147(load case 4), 3=-213(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=-1771,2-3=-1759,3-4=13 BOT CHORD 1-5=1534, 3-5=1534 WEBS 2-5=1312 1 • NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure C ASCE 7-95 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3) Bearing at joint(s) 1,3 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 147 lb uplift at joint 1 and 213 lb uplift at joint 3. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard / % /4' Go AR .s,�9,f. : j ,.f adif4,44 ';'.. it til F 06424a•1 '°F EaStfl :1. April 10,2002 i1 • a WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. in-r Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality Control storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Speclticatlon,and NIB•91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI 53719. Job • Truss Truss Type Qty Ply 13084982 HEIDI Ti B ROOF TRUSS _ .: 5 1 1. " • 6' w (optional) Bellevue Builders Supply,Schenectady, Y 12306 . 4.201 SR1 s Apr 2 2002 MiTek Industries, Inc. Tue Apr 09 11:24:30 2002 Page 1 I - 6-74 I 13$0 1144-81 6-7-4 6-10-12 0-10-8 5x6= Scale=1:34.6 3 'I 8.00 12 ' goe, 2 u: 1Ailli II , 4 5 1 r K2 o o II 4x4 i 4.4 i ' .. �-� 3.5 II 6 3x5= 2x4 II I 6-7-4 I 13-6.0 I 6-7-4 6-10-12 Plate Offsets(X,Y): 11:0-0-12,0-2-4] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 50.0 Plates Increase 1.15 TC 0.42 Vert(LL) 0.01 6 >999 MI120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.14 VertITL) -0.02 4-6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.01 4 n/a BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min 1/defl = 360 Weight: 66 lb LUMBER BRACING TOP CHORD 2 X 6 SPF 1650F 1.5E TOP CHORD Sheathed or 6-0-0 oc purlins. BOT,CHORD 2 X 6 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF Stud SLIDER Left 2 X 4 SPF 1650F 1.5E 3-10-8 REACTIONS (lb/size) 1=935/0-3-8,4=1057/0-3-8 Max Horz 1=-166(Ioad case 2) Max Uplift►=-149(load case 4),4=-213(load case 5) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=-806, 2-3=-806,3-4=-784,4-5=15 BOT CHORD 1-6=633,4-6=633 WEBS 3-6=134 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure C ASCE 7-95 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 149 lb uplift at joint 1 and 213 lb uplift at joint 4. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASEIS) Standard /At ,,/�t�Of NEW$• -GHAR/4s� fi r-4,07 iiitrax f LU :'`3 WV tfd�t.O 06428.1 "� f n, ...Wm.. �`4," �f April 10,2002 a WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Nis ow�® Design valid for use only with MiTek connectors.This design is individual only upon parameters shown,and Is for an inddual building component to be � installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI 53719. r, 13084983 3• russ russ ype • EIDI T1GE SCISSORS (o•tionall �• 11: 4: 0 ��2 Page • 3ellevue Builders upply, chenectady, Y 1 35• s s Apr •• i ek Industries, nc. ue Apr 13-9-8 14-8-0 -0-10-8 6-10-12 6.10-12 0.10-8 Scale=1:34.0 0-10-8 6-10-12 5x6= 5 2x411 MI 2x411 6 8.00 FIT 4 2x4 II ' ;�; 00021x4 II 3 10 miler 2 / /,' r , k II 3x5% 13-9-8 6-10-12 6_10-12 6-10-12 Plate Of sets(X,Y): (2:0-1-1 ,0-1-81, (8:0-1-12,0-1-s) GRIP CSI DEFL in (loc) I/deft PLATESI20 1 RIP LOADING (psf)0. SPACING 2-0-0 Vert(LL) n/a - n/a Plates Increase 1.15 TC 0.06 Vert(TL) 0.00 1 >999 97/144 TCLL 50.0BC 0.03 Ver(TL) 0.00 8 99 TCDL 10.0 Rep Stressr Increase 1.15O WB 0.07 Weight: 68 lb n/a BCD 0.0 Code Inc` NO (Matrix) 1st LC LL Min 1/defl = 360 BCDL 10.0 BOCA/ANSI95 BRACING LUMBER TOP CHORD Sheathed or 6-0-0 oc purlins. TOP CHORD 2 X 6 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 6 SPF 1650E 1.5E OTHERS 2 X 4 SPF Stud _ _ REACTIONS (lb/size) 2=303/13-9-8, 12=280/13-9-8,8=303/13-9-6��3oad4 a/se 5),813 14=384/13-9-8, -83181oad case 41'14 431721 oad case 484/113�97811oad case 51, Max Horz 2=165(load case 3) 12= 4(load case 3),8 Max Uplift2=-101(load case 5), 11=25411oad case 7), 10=-168(load case 5) Max Gray 2O 338400dcase d case 1), 12=280(load case 1),8=303(load case 1), 13=254(load case 6), 14=384(load case 6), 1 7 FORCES(Ib)-First Load Case Only 4-5= 100, 5-6= 100,6-7=-114,7-8=-148,8-9=18 TOP CHORD 1-2=18, 2-3=72,3-4=-114, _ BOT WEBSCHORD 5-12_-0,09,4-13=-216,3 147, =310,6-11=-216,2, 17-10�-310 8-10=50 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 ps top II, chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category increase condition enclodis 1.33 wind.seIf porches exist,they are not exposed tSCE 7-95o wind. The umberer BOCA/ANSI95 If end DOL inc easesor cantilevers is 1.33,and the plate grip are exposed to 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek "Standard Gable End Detail" 4) Gable requires continuous bottom chord bearing. at joint 2,4 lb uplift 5) Gable studsmemsechanical at connection oc. top at 6) Provide 12, 107i c ift at n 8, others)3uplift truss bearing plate capable jointo ,78withstandinglb 101 uplift ��fl �w�O at joint 12, 107 lb uplift at joint 8, 83 lb at joint 13, 172 lb uplift at 14,78 uplift at joint 11 and 168 lb uplift joint 10. / t' GOPRC' 4' 7)This truss has been designed with ANSUTPI 1-1995 criteria. LOAD CASE(S) Standard * i `' 4,7 tiF 0642484Of5 `••w � f April 10,2002 imig NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design WARNING-ruse Verify designwith Wei(connectors. and READ upon parameters shown,and b for an Individual bulldln0 component to valid for oe only l MRpk connectors.i designis designparab based only uss Installed and boded vertically. Applicability of parameters and proper Incorporation of component k responsibility of bulking dib designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construc tion Is HIB-91 MiTek® re-aidingreslfabrication,qualiyAcon control, age,delivery,Y erectiont bracing of the overcall and bracing`consult QST-88 Quality ucture Is the niity of the building Standa d DSB•89 Bracing specification.general ndid ..... ........• ,.bie from truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53710. 9-6-£l A A CO 0 CIO O I d) C� Co V V A n OO Cfl e6 I A CO CO 1:=) N O r O I N I r � U \/ 30 L1 9-6-£ Fiberglass Insulation -Certainteed Thermal and Acoustical Insulation Ceiling R19 Certainteed 6 1/4" by 23" Walls R13 Certainteed 3 1/2" by 15 1/4" Unfaced - vapor barrier to be placed toward room interior Floor R30 Certainteed 10" by 16" Insulation placed between joists with facing side up, touching sub-floor with wire rods. Screen mesh to be utilized as barrier. Item # Supplier Quantity Description Dimension FWG-6068L Anderson 1 Slider 5' 11 1/4" by 6' 7 1/2 " 694-083 Atrium Door 1 French 5' 11 1/4" by 6' 7 1/2 " 3559-R Pella 7 Casement- Right Opening 2' 5" by 4' 11" 3559-L Pella 1 Casement- Left Opening 2' 5" by 4' 11" Pella 2 Fixed Clad 2' 10" by 1'6" Pella 2 Fixed Clad 2' 8" by 2' 9" 3559-LR Pella 2 Double Casement 5' 10" by 4' 11" Line Item#: 0001 Line Item Qty: 1 Location: Initial: RO Size=2'10 1/4"W x 2'9 5/8"H Unit Size=2'9 3/4"W x 2'9" H Equal Leg Arch Unit Code/Item Size: 2'9 3/4"x 2'6 9/16"x 2'9"x R 5'0" Operation/Handing: F Exterior Color: White Interior Color: Clear Pine Glass Type: High Performance Extension Jamb: Clear Pine 6 9/16" Comments: • Qty Part Num Item Size Description Total Price Extended Price 1 0000000 ------ Equal Leg Arch / $ 987.00 $ 987.00 O. $ 9 .00 $ 987.00 Line Item#: .0002 Line Item Qty: 1 Location: Initial: RO Size=2'10 1/2"W x 1'6 5/8"H Unit Size=2'10"W x 1'6"H Rectangle Unit Code/Item Size: 2'10"x 1'6" Operation/Handing: F Exterior Color: White Interior Color: Clear Pine Glass Type: High Performance Extension Jamb: Clear Pine 6 9/16" Comments: Qty Part Num Item Size Description Total Price Extended Price 1 0000000 ----- Rectangle $ 334.27 $ 334.27 $ 33 $ 334.27 QUOTE: Print Date: 04/23/2002 Page 2 Of ,4 iQ Version: Line Item#: 0003 Line Item Qty: 1 Location: Initial: RO Size=2'4 7/8"W x 5'0 3/8"H Unit Size=2'4 3/8"W x 4'11 7/8" H / 400 Series, PSC Single Units Unit Code/Item Size: CW15 / Operation/Handing: L / Part Number: 1309425 Exterior Color: White Interior Color: Clear Pine Glass Type: High Performance Extension Jamb: Clear Pine 6 9/16" Screens: Stone Hardware Color:Andersen Classic Series-Stone Comments: Qty Part Num Item Size Description Total Price Extended Price 1 1309425 CW15 Unit,White/Clear Pine L Handing,20 inch Clear $ 396.00 $ 396.00 Opening,with High Performance Glass 1 1344068 CW5 Insect Screen,Stone $ 29.60 $ 29.60 1 1349906 CW1 Head and Sill Extension Jambs, 6 9/16", Clear $ 14.40 $ 14.40 Pine 1 1349928 C5 Side Member Extension Jambs, 6 9/16", Clear $ 30.50 $ 30.50 Pine 1 1361537 ------- Casement Hardware Option,Andersen Classic $ 5.00 $ 5.00 Series-Stone $ 47 .50 $ 475.50 r 3 QUOTE: Print Date: 04/23/2002 Page 3 Of 4 iQ Version: Line Item#: 0004 Line Item Qty: 1 Location: Initial: RO Size=6'0"W x 6'8" H Unit Size=5'11 1/4"W x 6'7 1/2"H 400 Series, FWG Double-wide Units Unit Code/Item Size: FWG6068 Operation/Handing:SR Exterior Color: White Interior Color: Clear Pine Glass Type: High Performance Tempered Screens:White Hardware Color: Estate Style-Bright Brass Threshold: Oak Sill Support: Yes Comments: Qty Part Num Item Size Description Total Price Extended Price 1 2565012 FWG6068SR Frame,White with Clear Pine interior $ 410.00 $ 410.00 1 2565908 FWG6068 Operating Panel,White with Clear Pine interior $ 526.00 $ 526.00 and High Performance Tempered Glass 1 2565910 FWG6068 Stationary Panel,White with Clear Pine interior $ 526.00 $ 526.00 and High Performance Tempered Glass 1 2565684 ----- Hardware, Estate Style-Bright Brass $ 224.00 $ 224.00 1 2565308 PD3068 Insect Screen,White $ 131.40 $ 131.40 1 1207030 #60 Threshold, Oak $ 26.00 $ 26.00 1 1997057 PD60 Aluminum Sill Support(netural gray) $ 19.00 v$7,r 19.00 $ 1,8 .40 $ 1,862.40 joy SUBMITTED BY: SUBTOTAL $ 3,659.17 TAXES( 0.000 %) $ 0.00 ACCEPTED BY: GRAND TOTAL $ 3,659.17 DATE: QUOTE: Print Date: 04/23/2002 Page 4 Of 4 iQ Version: 1_,,1; SPECIAL SERVICES CUSTOMER AGREEMENT Page 1 of 1 No. 1223-32693 Store 1223 SARATOGA SPRINGS Phone: (518 ) 581-6480 e I VALIDATION AREA 3043 ROUTE 50 Salesperson: RSL30 SARATOGA SPRINGS, NY 12866 . Reviewer: 1223 00010 16575 04/09/02 This is only atQUOTE for the merchandise and services printed below. This becomes an Agreement upon payment SALE 1.1 255 12g,..,; P1i and an endyorsement by a Home Depot register validation. CUSTOMER AGREEMENT r 032693 Name Home Phone RECALL AMOUNT 762.51I HARKINS EDWARD (518) 587.7990 AQQL MDSE. SUBTOTALSUBTOTAL 795.38 Address 9 ARROWHEAD ROAD Work Phone () - 795.33 TA Company Name TOTAL V !fc.l.. • O ��= X.5301 1-101-1E DEPOT ``1..i i i city SARATOGA SPRINGS Job Description ATRIUM DR. ' AUTH �./'1'M?GICL:. 001 4-80/3102067 State NY Zip 12866 County SARATOGA t000TE is valid for this date: 0410912002 MERCHANDISE AND SERVICE SUMMARY merciiancy se soircKotcus ome se quantities of CUSTOMER PICKUP #'I` REF#W02 SKU#515-664 Customer Pickup I Will Call • S.O.MERCHANDISE TO,BE PICKED UP: SIO ATRIUM DRSIWOODGRAIN REF#S01 ESTIMATED ARRIVAL DATE:0413012002 ........:..:..............TA.�.::.PR1.CE::EAC.:::..:....::..... .. .::.; S0101 694-083 1.00 EA PF ATRIUM /PF ATRIUM /6'X6'8" PF Y $762.50 $762.50 OUTSWING UNFINISHED,G HANDING,6&9/16" UNFINISHED JAMBS SCHEDULED PICKUP DATE: Will be scheduled upon arrival of all SIO Merchandise MERCHANDISE TOTAL: $762.50 END OF CUSTOMER PICKUP REF#W02 TOTAL, CHARGES OF ALL; MERCHANDISE &' SERVICES _ ORDER TOTAL $762.50 SALES TAX $53.37 TOTAL $815.87 END ORDER X10 ;1223-32693 BALANCE DUE $815.87 TERMS AND CONDITIONS WILL CALL Will Call items will tie held in the store for 7 days only. Bring this Agreement to the Service Desk (EXPO-Will-Call Pick Up Door) . Page 1 of 1 NO. 1223-32693 Customer Copy (9801) 0100031203 400 Frenchwood0 Gliding wysiwyg://44/http://www.andersenwin. dows....e/Residentia1/400FWGlidingBasicUnits.asp ---":„'"--"""---- ,'::::..,,,,,,,,,,,''• .': •.:H!!!!!'!!,:::,::,!!m' W.i!EOMEIN,....................... 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Roug1109eninq il:115.g 83.3 : :-..- Letn, .4101:„,;`.=, :09eguiti 1 of 2 05/23/2002 9:48 PM DATE: 4/15/2002 Time: 14:25 Permission is hereby granted to the below owner or contractor for construction in accordance to application 10084 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: 20603 Permit Date: 4/15/2002 BUILDING INSPECTOR LOCATION PERMIT CLASSIFICATION Sect/Block/Lot: Permit Type: B BUILDING Street: 9 ARROWHEAD ROAD Work Type: AD3 ADDITION-1 & 2 MAJOR W/ STRUCT Zoning District: UR-1 URBAN RESIDENTIAL - 1 Prop Usage: 434 ADDTNS/ALTER NO INC. # UNITS Insured party is CONTRACTOR (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 518/587-7990 518/583-7501 HARKINS EDWARD&KATHLEEN LIBERTY BUILDERS 10/01/02 9 ARROWHEAD ROAD 104 VAN DAM STREET Saratoga Springs NY 12866-0000 Saratoga Springs NY 12866-0000 Class: B BUILDING CONTACT APPLICANT 518/583-7501 518/587-7990 FULMER JAMES HARKINS KATHLEEN A 104 VAN DAM STREET 9 ARROWHEAD ROAD Saratoga Springs NY 12866-0000 SARATOGA SPRINGS NY 12866-0000 ARCHITECT 518/584-8656 RUPERT KEITH D 4134 SILVERBEACH ROAD MALTA NY 12020-0000 Insurance Carrier: NATIONAL GRANGE MUTL Total Value of Work Done: 20,750.00 Insurance Policy: MPV11232 Total Square Feet: 400.00 Insurance Exp Dte: 1/01/2003 Number of Dwelling Units: 1 Fire District: OUTSIDE (Inside or Outside) Number of Bedrooms: File Folder #: 17147 Number of Buildings: 1 • Application Date: 3/13/2002 Permit Exp Date: 4/14/2003 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 60.00 .00 1 .00 60.00 7514 .00 84.00 1081 1 & 2 FAMILIES / PER .00 .06 1 400.00 24.00 .00 .00 APPROVAL INFORMATION Description Sta App/Den Dt App/Den By BUILDING AND PLUMBING A 4/15/2002 MICHAEL BIFFER COMMENTS/CONDITIONS THIS PERMIT AUTHORIZES THE,CONSTRUCTION OF A 400 SQUARE FOOT SCREENED PORCH ADDITION, AS WELL AS A PREVIOUSLY CONSTRUCTED OPEN DECK ADDITION TO THIS EXISTING SINGLE FAMILY RESIDENCE. CONSTRUCTION OF THE NEW PORCH AS WELL AS THE ALREADY-BUILT DECK SHALL BE SUBJECT TO APPLICABLE CODES AND LOCAL INSPECTIONS. . ---0-e-----/ . 3Cz i /4 / i' ---1(--;• / k q Y / • _(-- fi„ „Li. 1,55 ,D y I % . 9 /d /1 7 kc( 7 t) (''' . 0,„(__ _ , °. ' , ,),„ ivi,„_ ,,,d ,ftt, ,,,, 4 iii- - f-eA/-- i),(41 µ � { p1 C' ,,,,, ie a-- ) nA 1, n �a-c� m^ it- 1 c� o , ti _ �j 441L/LalAj �/7/41(//6 -(// 1 4,,",,, ,,,, .n.,,, n.,_,tia J...l'��i; ",,In'J_.1,1'_,.py ,tio.l'J,,l��� n'.e,An.,..0 l ,i:., no,px 1l,�._l' "J ,p_, .!l'� ."l'.n.. .0 p4;,,nes"".",:J_7..C��.l'�- J, THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1 4028789 BUREAU OF ELECTRICITY • F 111 WASHINGTON AVE., SUITE 704, ALBANY, NY 12210 • j' W. Date :7tIN�; 10,1997 Application No.on file 41744397/97 A 115709 !e THIS CERTIFIES THAT • tv only the electrical equipment as described below and introduced by the applicant named on the above application number in the premises of i1; • • • THE i1ICHAELS GROUP, 9 ARROWHEAD, SARATOGA, N.Y. in the following location; ® Basement 111 1st Fl. K 2nd FL GAR/ATT IC/OUT Section Block Lot was examined on JUNE 06,1997 and found to be in compliance with the National Electrical Code. 3; FIXTURE RECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS ' OUTLETS INCANDESCENT.FLUORESCENT OTHER AMT. K.W. AMT. K.W. AMT. K.W. AMT. K.W. AMT. H.P. 7" • 42 44 40 27 1 1.5 3 'y -, tT --' DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT TIME CLOCKS BELL UNIT HEATERS MULTI-OUTLET DIMMERS ,r SYSTEMS 4 ' AMT. K.W. OIL H.P. GAS H.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMT. H.P. NO.OF FEET AMT. WATTS ,�! 1 F - 1 T � , SERVICE DISCONNECT NO. S E R V I C E • �� AMT. AMP. TYPE METER QU F I,e'2W 1,B 3W 3.6 3W 3,8'4W NO.OFC CONDO OF CC GOND. NO.OF HI-LEG OF M LEG_NO.OF NEUTRALS OF NEUTRAL ') l 2Q0 HP 1 X 1 4/0 1 2/0 ;r -- OTHER APPARATUS: . 4, •r POST LAMP-1 r P., G.F.C.x.:-4 r 1 ,-'' )1!• t, -Q — FOREVER ELEC/U'OEL ELEC P. Q f r l • LL ,) • -c; tII.LLTA}i Q. iiCPAit'i'Id}N • 1. ' rir!�L: -t, 2446 JAFFREY ST.. ..,-,741 S ': GENERAL MANAGER `, SCHENECTADY, NY, 12309 'rt,, ■ _ . ' , 2,i.8 '1 - _ = at Per • „ This certificate must not be altered in any manner; return to the office of the Board if incorrect. Inspectors may be identified by their credentials. • i- N. :... 1.::..1..: ...,-.- ..-..1 - . , '.r'. 'I ., I . .. ." .. 7i..dr,101Ye'riOeVre'1171iCiirrie.di'idiOeYakCile C,10'. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. - (77 .._ . • . . . . .. 4 . . P . , . . ?.' • . • • I • . . 1... . • • • . . • ..' • 4.. • . .. •• • ,d• .• . -. . . . • . .. . • . • . .. . .. . . • . .1. • . . . • . i . . • • . • ./ . . ... • ., . • • . • . . . . . . . • . . . .. . . , . . . . . . 1 . .. . . ., . , . . . . . . . , ... ... .—a• ••• • . 1k. .._ • • VA • ,�H l . s lr File No. n ' Ln 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 onthis 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-this .Department. E. Any deviation from approvedplans 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 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. I00LTR g� Zoning District -I Permit No: ; n(o0 Sect-Blk-Lot l/9a,�'--a'-s" Date Applied -/3-02 ��►`c- Lot Width i f S Lot Area c�,1 pi Issu /deny date 4. is ov_ No. of Bedrooms ermit type E.A. gyp, qp37 43 '\ 1st Floor Area '+Of�1D 43°ge Permit fee i p� J No. of Stories o� 2nd Floor Area /, ),UU w,7_,C61 �T Bldg. Height Basement Area L� Ute �bvT Job Site �� 9 A_.___ Q�. Yard Dimensions for Principal Building Front Rear Left + Owner E-1R(Zi n ICRight 1� S AccessorBuilding _ Distance To Address 9 A(Lfl,p, p, �{ Principal building "11 fAC Left lot line (43 . 1 cA-o.A f O y A SLi 101 Rear lot line A ° Right lot line Phone_ 1 1® Is job site in a floodplain? + Applicant ____.___±______402; Q, yes no yes no / Address Is job site in a historic district? ✓/ Phone N 0 e_Ob-w..Q/C- Construction Costs + Contractor 1-18i-12 -Bull-DRS Basic Improvement Address (04 �/ Electrical aU � ?,0,al) -co Si�R�T s� 7Jo ASO. C10 SRRd�1�5td1 SPIziaTDS N`f I L Plumbing /4 • Heating -7-qt:1-7-- Phone 583- rte) Other Comp. Carrier TOTAL COST $ a0, 1 SO CJ Policy No • { • 1 r !ti• PAGE 2 SPECIFICATIONS & MATERIALS CHART GENERAL SIZE MATERIAL SPECIFICATIONS OTHER FOOTINGS `„ /CAfJ 1,60.0 ps i DRAIN going to: SLAB FOUNDATION WALL • psi psi WATERPROOFING VENT COLUMNS, PIERS psi GIRDERS EXTERIOR WALL STUD o.c. INTERIOR WALL STUD • FLOOR JOIST, 1st FLOOR S, 7• MZ / / ' l // IJ o.c. FLOOR JOIST, 2nd FLOOR l b o.c. CEILING JOIST o.c. ROOF RAFTER • • o.c. COLLAR TIES o.c. RIDGE FLOOR SHEATHING 3//N ' l u� ' D WALL SHEATHING 4.. '' ROOF SHEATHING gi . c*odX ��� torivt_41. 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 F id'`7 INTERIOR WALLS • ,� r /� A /1)&47,1 FLOOR (�QQ 644 CEILING 3� q ` l 02c1,40_ � I ROOF . V1-4�k MISCELLANEOUS SIZE MATERIAL _ • • • Page 3 HEATINGESYSTEM PLUMBING - 1/ UNITS & VENT SIZE 1 TYPE /V/A FUEL41 SINKS nI LAVORATORIES VENT-MATERIAL SIZE TOILETS 'TUB/SHOWER I[ SEWER - TYPE - CITY PRIVATE DESCRIBE (DRAW ON SITE PLAN) 1 WATER SUPPLY - CITY • PRIVATE CHIMNEY AND/OR FIREPLACE : MATERIAL FLUE SIZE • GARAGE TYPE : ATTACHED DETACHED UNDER NO. CARS 1 GARAGE/DWELLING SEPARATION : Door Type Hr. Fire Rating Materials; Hr. Fire Rating PORCH: FOOTING FOUNDATION • IBJ' ADDITIONAL INFORMATION: • Se6(. ,CC a rt fen(c6 61_,ifaG- 4 A-4 me. 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 I day of 19 A Si'• # of li er Notary Public County Si, III.....L g atur.(f 'pplicant L I ,Q PAGE 1#4 Dat© Locution f7R lc�nPq6 N'- A Kermit/101.3.o. No...—____. * LOCATE MAIN BUILDING, ACCESSORY BUILDINGS. AND ANY ADDITIONS. GIVING ALL PERTINENT YARD DIMENSIONS. L REAR LOT LINE ii S ft1 A / t ' REAR YARD ( .c ft Dce•-A LEFT 0� po,,,,, LOT 1-; 13' RIGHT 17 NE \ LOT f t LINE ti5 . /9 ft jri ,�,_ LEFT,_ / f t - ' MAIN RIGHTa YARD BUILDING '�"' f YARD ric FRONT YARD SU ft v FRONT LOT LINE ft . / / ` L JOB SITE ADDRESS OWNER DATE APPLICATION NO. FILE NO. WINDOW SCHEDULE OPENING SPECIFICATIONS WINDOW WINDOW WINDOW ► NUMBER MPG MODEL OR UNIT OR ROUGH ROUGH OR STOCK OPENING OPENING GLASS/ SQ.FI: - SQ.FI: CLEAR CLEAR LEITER ON NAME TYPE NUMBER/ WIDTH HEIGHT VENT EGRESS/ OPINING SPECIAL PLAN CALL SIZE . CLEAR WIDTH HEIGHTOPENINHARDWARE OR LIGHT OPENING IN INCHES IN INcS INSTRUCTIONS 111111111.111111 1111111111111111111111111111 IIIIIIIIIIIIII 11111111 111111111 EMI - IIIIIIIIIIIIIII 111.11 NM 1111111111 11111111111111111 MN 1111111111.1111 111111111111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIMIIIIIII 111111111111111111111111111111111111111111111111111111111111 IIIIIIIIIIIMMIMIMIMIMIMMIMMIIMIMIIIMN IIIIIIIMMIMIMIMIIMIIIIIIIIIIIIII 11.1111 IIIIIIIIIIIIIIIIIIIMIMIIMMI MI NARROLINE ANDERSEN DOUBLE 3062 3'2 I/8 HUNG 6'5 11." 15.30 836 16 6.01 34 11/16- 2415/ TEMPERED THIS LINE OF IvIIHAS EXAMPLESGLAZING < ,< SA 'I E ENTRIES" . j j JOB SITE ADDRESS: 9 �44A„,„4,4 b 4 .. c4,4,idri i -C I it'A S . OWNER C r t Il A ! /( Hi4 Le 4 S DA 1�: • • APPLICATION NO. FILE NO. NATURAL LIGHT, VE BUILDING PERMIT • ,: NTILATION AND EMERGENCY EGRESS REQUIREMENTS CALCULATION SHEET HABITABLE ABff MLE AREA OF REQ.LIGHT/8%OF ACTUAL ROOM ROOM AREA LIGHT VENT/496 OF ACTUAL SQ. REMARKS REAR KS ROOM AREA OPENING IN SQUARE SQUARE FEET FOOTAGE QUA FOR EGRESS FOOTAGE t I t 1- I- I- - I- H ii • . No•' LANDS NOW OR. FORMERLY OF r � THE• VISTA ON SARATOGA LAKE ASSOCIATES BOOK 1222 OF DEEDS. PAGE 800 (SEE MAP REF. NO. 2) N 2311'50' E 115.00' ftI • 30 FT. BLD1 F _________G. UNE ____, . . MACADAM PAD g W 25.2' z z W 7 o3 m LOT 10 n 11 m O AREA = 22,714k t 9 SQ. FT. I LOTPOSTAL ADDRESS 2nd Y LOT 11j OOVERHANG 13.2"b I z-/ d� 21.2' b co I 3 37. r 21 J� 2O 20.0' 2 STORY 1.0 '* MACADAM n n O 4) DRIVEWAY GARAGE 1.4' a •.c-pp G. Z I 20.0' :- 0413.2\------14_111"40414.2• ElEMETERI io � (� 24'* —" to SHADED AREA REPRESENTS •I I A 20 FT. WEE SEWER . . i EASEMENT M MAP REF. NO. 1 COVERED ' I .: _ PORCI I 30 FT. BLDG. UNE 41 I I � �..+. 115.00 _... •t', 23'11 50 .W:............:.r:..........................4........ >>. ' . ' 5 FT. BIDE CONC. WAUC , OVERHEAD 1)TIUTY LINES • _ �-� I NM 3 NYT 32 :ORIGINAL`RIGHT OF WAY UNE ' - -(UliU7�3 GO UNDERGROUND TO HOUSE) k i . k (SEE NOTE NO. 1) '.. ARRO • i• .."E :"'� ,.HTTMPAVF]QT ztROAD_ iWEA -...r .,.....„,..„.„..,,sYr.+ e - i . N { S.,-x::,-,..,..,,....1..; a r t; ,- r .t'. s ' .. { y ;�yt'e s . i-4' P � �rr ar ("'' tax..% t i:e .; . i.. #t: .- F y • •-.:4_:7-11:',,z ' p F ;. ' -t4F •-1,..:..i.,xh f{ .H S G. > ...:i.,-.14,i. • - P ',{ . e.A ,7 ,D 'a° `i,474.4::";,..1;,..:',„t +f: ; ;; ,l Y t a r ` _ ar a 3 r 4 v: ,1i wr , z , TO CRESCENT AVFNUE r • .TO NSTA DRIVE L .4- c p Y ' r a a ,•,";•11-;:-..f:!.:-,!*-_:..-,.-ct } , r .�:: k t a-`-,,,, e a�:. w .. x .`C','-'£.f i r �f 3 'a1S ,czr x t 2 �.' . t -..,,.,, xa-. r' tr, ,- ..• az'T. �'•c{`t. ,�'•�-,.�'vi * �`h .w.Y .r .-.,ate*'-, �. . . . -��d'=s.. ..Y; _ G 3•a 1 -s. Wtb. wY.rFt: lY r '\ bF c _ • � T P r - s: �.• -.,1 v a .r i- C ,1„.,"-.. 7.. .tly a . a a „ < resx -�i 1 � e7 5 `- .Y- k !t4 _ ,-„,,,•„..,,,,:e.,,,-;.,.....-.,,,,,,...; 'a � i 'r � � � { :,€ Y tai{ tJt �j �s .&' of as of �! ,a`' vff. ;:,d.s,.r.- 7''?i:ft4,.v '" t & , ,,,, 4 „n.yL r` pr , '''P' 'n;, t2ti-;, _r . _,�l+,„.i ::F.,�.,,?.1.,.tz., ..st: , ..?,`,10/4,,<,.•..�4,i.. ,i, .s._,a,n•.-..�,>.. .i._ .:.t !' .__ . t,,w..+fit". k '✓t '..•-%!!-.-'?',. -. -' `X ,*.f... YS'i �w # y..^'A�a W 1 4{Y It .f 1? ; -, n. ,te., „ a x Lh P • 1.: I e ;.r cf, G .': "�'z..r,.f ,,F'� g,' E y '-"•1..../;,,:i./..,-': -71.‘:-;,--:',.44,-.?;„:,,,,,i-i=,:,.. Ih'2 -,•,_ ' t .� 5,.24 ti- `4 r' 9 e1,. .V • .r,., x+' - ;a,C S ..k5 1 4 f ,' 1 . -. • '� .2 . . swy 5�.. °� `°` - ..r= _:=� �; :,-J_ a � �. .. a_ ,_LL .. �..•: x ,. ,t•« s . .. e .._ r' =1 HEREBY 3CETIF'Y� .'-..'-'''.1.,'1_',,.',5:i-:,.--..--,- E; T , ; Y . ,TF -- �r 14,,,4 -,,,,-.1:.q.--,..,:r,_;L ;„;:.,,,..,4„.,:-.,„..„:1,e„.....,-,-.,“,.:-..-1';'' r,_ f xi _' •ti•n1F » )s ,,.'.„,;,:i-;,.z _ t .w � 5. .. " '.;t:. < � A y Lf- t f #'t.il g.�y x u " , ,y ik, t F z r 1 )_ EDWARD,`J HARKINSAND KATHLEEN A.;.HARKINS ,;, tt ? tY=.'? -Si^ 4b4 `. - 3. LAWYERS TIT E INSURANCE CORPORATION, (TITLE'NO FSPR'NO.'S=20729)��i,. '•l -f.. 2.`J HOMESTEAD . NDING CORP , ,ITS SUCCESSORS IAND OR ASSIGNS i ;� �r � - $2.r:. ',9,?.,..ri< 4-i.4 riv 1.,,it-+Ssr �. —', . Vs ter y.7 s s t .yz'¢' t`=. 'f >f` . tift J t_.`; E -'.'f,1 +yam J ....* L TY ,"i. ' 0..,t THAT TH AP °WA PREPARED FROM AN ACTUAL FIELD`SURVEY MADE IN , "= ACCO'%AN'E WI ' . EY •STING 'CODE '0F4,PRACTICE,ADOPTED BY THEt NEW ;s x YOR ,SST ('CIA • OF PROFESSIONAL `LAND -SURVEYORS , .4 `,w ;.z. ' r i " .r ...1 /� S/1 /_ ' ' ,.. aJ `moi .....1 • - .. i!M 4 'ill,t UL F. TO MEL j, . x. P L.S. LIC. NO. 49,192 z< : • MAP REFERENCES. It ". ' , .- 1.) MAP .ENTITLED, `"ARROWHEAD ESTATES", DATED: MARCH 16, 1992,-''LAST REVISED ON OCTOBER.,2.7, .1992, MADE BY-PAUL F. TOMMELL, P.LS. AND JAMES E. MITCHELL, P.E. AND FILED IN THE SARATOGA COUNTY ,CLERK'S OFFICE hON DECEMBER 11, 1992 IN MAP DRAWER "A", MAP NO. 103A. -a w :' -. 2.) MAP ENTITLED, "THE VISTA ON SARATOGA LAKE, SINGLE FAMILY PHASE 2, - NORTHERN SECTION, DETAILED SITE PLAN", SHEET NO. 7, LAST REVISED ON _ JUNE 7, 1988, MADE BY THE ENVIRONMENTAL DESIGN PARTNERSHIP AND - FILED IN THE SARATOGA COUNTY CLERK'S OFFICE ON SEPTEMBER 26, 1988 IN MAP DRAWER "V", MAP NO. 66G. • NOTES: 1.) THIS 2.5 FT. WIDE STRIP OF LAND IS TO BE DEEDED TO THE CITY, OF. SARATOGA .SPRINGS FOR ROAD RIGHT OF WAY PURPOSES. 2.) UTILITIES ARE UNDERGROUND. RECORD OF WORK: 1.) HOUSE LOCATION ADDED AND CERTIFICATIONS REVISED ON JUNE 17, 1997. LOT 10 ARROWHEAD ESTATES CITY OF SARATOGA SPRINGS (O.D.) SARATOGA COUNTY, N.Y. SCALE: 1 INCH = 30 FEET , filii y FEBRUARY 12, 1997 . -.,:tr-- 11017 NV ii / F . T OMMELL, L.S / /(\ , \-d S- PROFESSIONAL LAND SURVEYOR. , A C , / 1 , ,,., 4 r 488 BROADWAY — SARATOGA SPRINGS, NEW YORK 12886 . — "AUL F. TOMMELL PHONE: (518)587-3149 FAX: (518) 587-7251 . . . P.L.S. . LIC. NO. 49,192 -'.= -- - _ _ _... _. ._ _ . :_. _ = - - - -= -- --- -___-- __-_-,_---- - - - ----MAP NO. 97006.01--=- ==�- C; ,.•_, --..,..' : :-... • , . - . - . . . . . - .. , • - ' . '', • . . . , . ____ --.:---- -- ---,_ L ..--.:•--- z • -----.-..-_,,,,, ,__ ._ . . • -->"----- OCCIFf CE10.7 r-ri . / - , ' 1- /MICE NO WM 511ELD ' '-=------ - - --- __----. .-- _ - -_,_-_rt-,,_. _ ..„.`,. ,., . - :•, _L- -_- — ---='--.__-__..,. ."- • •' — - -- — . .. _ Ply Yr ---- - - —.,::_11 ''''' • .--- ommo........ .... ...1.... • 1 :. -r. • =_ ' — --= I . = _ 8 FII4 FL, - ---____- =.--7-_ __.--- r-... 1---- ei•-• . i . '‘ LEFT EL.EVATIOr -,2-:-) (.1 e A-1061 ,_.. A Fr-I crr FREPLAal III I III . • I I • .. II _ ..4 I '111, ENB a • ., 1 ' 1111 [ I 11 a _ ~Az,rrm la.1c14 emus ,E' =.."° Jr 2-1.Ti•—. .— .:.-- _ t• II pi H-11 N _11--- y f i 1 1 2i • III di in a II f--- • g 1 HARKINS RESIDENCE' ILI ----_-_,_ • .4_•.----- _____-=_. ___ _____ I I _ • rsOALC:Or,.-0. r-1°L.- 110,1510.1 I DAIL I - . ,-, . -ra-.Ccupue Wavey To .J.r'ark+.ie Cate:11/20.01 Time:'2:22 20 PM Page 2 0'2 n .0 D. I'S .e.' A. l rn -ZeJa. - I. x z � - q �D V L c� ti Pp t n G', I �R c r _ Ay IX • __ _ i• �P w G1 m'J sy S3 (1 2O µ rn /o rcL a I I 2 a(rn . 1O •a FOR BEARING t4 a CNED TRUSSES g. INSTALL NA a.. a- •9'-I I/E' A.F.F. D fiAltraTh ELMER P-- 17 \) 17111M—MEW•J ,U o lillilli r i -a o n 5 '� I' C.....,,t, „.51g1' 9'- ' ID aA >ne i � r i Z f �— Ii rAGGETi . �� ( -- - 4 D-�r12 P.T. DROPPJOINTS ED BM. I I 91 '1'd L1+z � n ' I V. INST\ IiIJwJ II AIII• l !I 1 1. it . ?,.1,,,,T.1 , FEB-2E uli S 'RUSS DEPT. FAX NO, 3551371 P. 01 !,r e J s rsd- �I iCUSTOMER:-6 e M}C,�„_di (J'COLt, i JOB SITE: (rti ;ADDRESS;111-r `PHONE: START DATE: 500 Doanesburg Road Schenectady, N.Y. 12306 DATE: a SALESPERSON: Q4 kWE RESERVE THE RIGHT TO CORRECT STENOGRAPHIC ERRORS,QUOTATIONSJ5/02 OTHER MPORTANT MATTERS,ALL AGREEMENTS SUBJECT TO DELAYS RESULTING PROM FIRES,STRIKES OR OTHER MATTERS,BEYOND OUR CONTROL.QUOTATIONS SUBJECT TO CHANGE WITHOUT NOTICE.PLEASE CHECK CAREFULLY,AS WE AGREE TO DELIVER ONLY THE MATERIALS LISTED FOR THE AMOUNT MENTIONED. QUOTES GOOD FOR 15 DAYS rd d LOADING: 3-0 —10—10 SPACING: (/fC9I QTY. CHORD O0 TRUSS PITCH LEFT RIGHT LEFT RIGHT OTHER PRICE TOTAL LENGTH TYPE DEPTH T.C.O.H. T.C.O.H. CANT CANT INFORMATION EACH PRICE /� 13 Ste.;� a�- /5-- /0 ,a 33.91 g a,z� _�. S fo � _ U 1 �o 411 j 0 5-3 V • ROOFING: CDX &SHINGLES PURLINS &METAL ❑ SLATE OR TILE ❑ CEILING APPLIED:YES, NO ❑ O.H. CUT: PLUMS' SQUARE 0 WALL SIZE: 2f2{` 2x6 2x8 OTHER Customer Approval: I have reviewed and approve all components listed above. X ,. Date: Reviewed Shop Drawings: Yes 0 No 0 It is the responsibility of the buyer to confirm all truss quantities and dimensions on this form. Signing this form constitutes an order for components as listed. BT110 FEB-25-02 MON 04:08 PM BELL, TRUSS DEPT. FAX NO, 3551371 _ _ P. 02 Job Truss Truss Type Qly Ply BI LLEVUE UUILDERS SUPPLY' QUOTE TMGSC SCISSORS 15 1 _ (ORlionall_, Bellevue Builders Supply,Schenectady,NY 12306 4 201 SR1 s Nov 18 2000 MiTek Industries,Inc. Mon Fen 25 14:59:00 2002 Page 1 0-10.8 6-10-12 8-10-12 0-10-8 Scale=1:49.4 5x6 = 3 8.00 FIT J fit'' !,/7/1.::::„...------ 6 \\�� c 12 /// 5x8 11 `\,� en `�To N \c o 4x5 % FEB-25-02 MON,.04: 10 PM BELL. TRUSS DEPT. FAX NO. 3551371 P. 03 Job Truss Truss Type Dry Ply BELLEVUE GUILDERS SUPPLY ;., QUOTE TMGSCGE SCISSORS 1 1 . fnp(ipool) Oellevuo Builders Supply.Schenectady,NY 12306 _ 4.201 SR1 s Nov 16 2000 MiTek Industries,Inc. Mon Feb 25 15:00:11 200—2 Page 1 p-10-c 8,10_2Z__,—+._... 17.•9-8 1441 0-10-8 8-10-12 8-10-12 0.10-8 Scale=1:49.7 5x6 = 5 6.00 7122 2x4 11 2x4 11 2x4 II 4 6 2x411 3 S 1j 2\ 7 gi -_ re q 12 -� v` d1 4.127,7_________2_,,,,x411 �/ 13 5x8 11 11 `` 8 f top d N 2x411 dd ^ : •M:: -'i ::;:: •:'i1'1i:----iii-'ii:--:-i'i:Y'�'X1--:ii✓; Q •���������1����-i�����.��1�^^.�1�������1���i iii��.��i�1����ii�����-.�1.�� 3x5 2x4 II 2x4••II 2x4 H 3x5 5.00 F11 61012_,. 1, i 94 .__H ' 6-10.12 6-10-12 ,t PlaleL9.I1sets(X Yl (2:0-1.12 0-1-8118,0-1-12 0.1.81- - -- ,^ " LOADING(psf) SPACING 2-0-0 CSI ()EFL In (loc) I/deft PLATES GRIP TOLL 50.0 Plates Incroase 1.15 TC 0.05 Vert(LL) n/a - n/a MII20 197/144 TCDL 10,0 Lumber Increase 1.15 BC 0.02 Vert(TL) 0.00 1 >909 BCLL 0 0 Rap Stress Ina YES WB 0.06 I lorz(TL) 0.00 8 n/0 BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/dell=390 Weight:68 lb LUMBER BRACING TOP CHORD 2 X 6 SPF 1G50l 1.SE TOP CHORD Sheathed or 6-0-0 oc purttns. SOT CHORD 2 X 6 SPF 1850E 1 5E BOT CHORD Rigid ceiling directly applied or 10.0.0 oc braying. OTHERS 2 X 4 SPf'Slud REACTIONS(Ib/lice) 2=280/13-9-5,12=237/13-9-8,8=260/13.9-8,13=211/13-9-8,14=324/13.9-8,11=211/13-9-8,10=324N3-9-8 Mox Herz2=-00(load case 2) Max Uplift2=-107(load case 2),8•'-94(load case 4),13=-68(lo ld case 3).14=-134(load case 3),11=-64(toad case 2),10=•130(load case 2) Max Grav2=280(Ioad cash 1),12=237(Ibad case 1),8=280(load case 1),134222(load case 5),14=324(topd case 5),11=222(Ioed case,6).10=324(Ioad case 6) FORCES(Ib)-First Lord Case Only TOP CHORD 1.2=18,2-3=70,3.4=-112,4-5=-100,5.6=-100,6.7=-112,7-8=•149,8-9=18 DOT CHORD 2.14:37,13-14=30,12-13=33,11-12=33,10-11=30,8-10=37 WEBS 5-12=-209,4.13;-218,3.14=-305,6-11=-218,7-10=-305 . NOTES 1)Tills truss has been checked fur unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 80 mph winds at 30 fl erbove ground level,using 5.0 psi top chord dead load and 5.0 psf bottom chord dead load,100 mi from hurricane oceaniine,on on occupancy category I,condition I enclosed building.of dimensions 45 ft by 24(t with exposure C ASCE 7-93 per BOCAIANSI95 If end verticals or cantilevers exist.they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL Increase Is 1.33,and the plate grip increase Is 1.33 • 3) Truss designed for wind(cads In the plane of the UULMS only, ror studs exposed to wind(normal to the face),see MiTek"Standard Gable End s Dctalr 4)Gable requires continuous bottom chord bearing. ' 5)Gable studs spaced at 2-0-0 oc. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 107 lb uplift at joint 2,04 lb uplift el joint 8,68 lb uplift at Joint 13,134 lb Upfllt at Joint 14,64 lb uplift at joint 11 and 130 Ib uplift al Joint 10, 7)This truss has been designed wrlh ANSI/TPI 1-1095 criteria. LOAD CASE(5) Standard • • A • . • x .... S38 3 3 H138OjQ3 31A � , X� °i'O s r 1/ lf.t2 0/ QG • ' O., 10.1: "/X1i $ �• � 1 0 �i �i �fI ';� m z�x • . - ...::-4$ K:'?a,. d-y,it. , * Z dg 1x7i 1 li • ,,A "9 r"/ `ter/ i'rv/v,v9iixM� �ns fiX2 . ?/ '1s/ ... � 5 X, Z , l ?I E Z � I , _ mit rry ... ,,..., Hi ., ;• ; f 1' � /1 ._ • . ; : .s ! : , ' : , . : '4,l'ilfir/�� � Vii. d • g ' / seq d z�xz e#f 5V' 3` Srd1._ X ,"C�) gy , , ..i., . ,..,,, kg. : , 72I(# > / , Wi !S Z 0 E /. -- •• • /4")lta.101//1/ , . er 410 f. 6?ii!IAFZ. . • 69179-29 S(008) 0061-983(819) LLES-l££(446) s. '4131 AN'JaelessueH'1x3'eAV W!y.l ES 404Z l AN'uols•u!>! 8Z - •: :. aa!140 sa!eS !e!3Jewwo3/u!eAJ 64£L-E6L(849) 'ou! `•00 Aueq!e sales nnopu!nn pus Joop 40821 AN lungsuean0 'ezeld JaNun0 9£99-999(S l5) lOL8 SLS(008) 08L£684(84S) 0 cCi . . 406Z 1 AN'46JngsllEld'ezeld CRAW'S bE 90ZZ 4 AN Xuegly'peon NJedaiaw 9 - 0 ii.,6Tzrw, ��salols mopu!M sIe4ua3 6u!deosmopu!M I ' •• Windowscaping Centers Window Stores L � 5 18)489a Road,Albany, -8 12205 34 Skyway Plaza;Plattsburgh,NY 12901 (..:O0 [13 '0 ,' (518)489-3780 (800)875-8701 (518)563-8536 Quaker Plaza, Queensbury, NY 12804 door and window sales albany co., inc. (518)793-7349 Main/Commercial Sales Office 899 Route 28,Kingston,NY 12401 529 Third Ave.Ext.,Rensselaer,NY 1214 (914)331-5317 (518)286-1900 (800)524-3489 is 71/0101b-1:1/S VVPI-'. . 2 ' `- :: Xr�xk /5d(-. �..._:1 .�% x¢ vr►evs - C ,� 7 , � t... . % (LIV►�l5 ./Xti av �1 -I v►I f/l4', /8 C SA) /• .,. . . Flo, ?/fs .; /6' 1x� 6e �- 1 ?//�, 2c'• 2/10 • s � l x� ►� , 1 l�/Y I .... ...... t /x5r % :G//6 • /X� ..INt"s. ! l?x�l�au- � 9/40 • • ?xce.i! • , 6;:71114-J ri-"v , ur f t .. ;,� . l/i � • Yi� a!/h . , , 1 , 1 , : : : :6 1,2,.....'4 ',Af/a/if' ,''' ' ,/,td,;,;.,1-"; " '6,! e:44",;0--7-H -4/yilc.:' ' ' 1 .';', ;',' ' ' ,' !" ! ,' :', ' ' ' : ' ' i 4ie� • G � tf .� s( t2p� :,t 041 . '' VIEWED To BE THE BEST" . •" Windowscaping Centers Window Stores �EPtar /"1/'7 �`/'YJ 5 18)Metropark Road,Albany,NY 12205 (5 Skyway Plaza,'Plattsburgh,NY 12901 \,--�/►1-Y�/ �JJ/u�" ',Q ., (518)489-3780 (800)875-8701 (518)563-8536 • Quaker Plaza, Queensbury, NY 12804 door and window sales albany co., inc. (518)793-7349 Main/Commercial Sales Office 899 Route 28,Kingston,NY 12401 529 Third Ave.Ext.,Rensselaer,NY 12144 (914)331-5317 (518)286-1900 (800)524-3489 7Ia1VCi cKS 5v �Ww- it _ •p N / / G!1 e • U . ' ,I! " *iiri, : , : , : ! : .. : : : thai t, (/a4 ' .4 �, ZX !L /2j- Z/ . 3 tt; :7: .! :, ' al'/..q.y/zH.rH,' ..' ' , 1 ' .1. : : ' ' : ' ' . ' : : : ;: ::: :Z,;(4 5-p- i bio, I'/2l '..e. 24'1D t z7',/1, -/ ; 23/ //e,• /i8' 1-X l2 0-7p :/5.: 2/ " 73 '1-x2 t /? l0 _ P , / - y • • . j 'r,j VIEWED To BE THE BEST" • Y 12-(Evn 2 ,a5IC cL113 S( ,S: POZ.rr csco-r. - i s D lc2-<<- ? o l p eoR- c LA � I cmc -TZ v- (C.-Ls-271 i-zc-A-7-L-t,, 05= Thf--cl . S� ti e -nt C f Pcsf-Lvw-� C--{(:) 0 k �L,„ C._ o . 4 8 , cD ti s .sTi of aratuga pringz 7�,, 4,-..,„ .- 1 BUILDING DEPARTMENT MICHAEL J. BIFFER `'Y CITY HALL Building inspector • -'`W' ' .~ Saratoga Springs, New York 12866 '°RPo.44x Eo`9y 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 March 25, 2002 Edward J. and Kathleen A. Harkins 9 Arrowhead Road Saratoga Springs, NY 12866 RE: APPLICATION FOR BUILDING PERMIT FOR STORAGE ROOM AND SCREENED-IN PORCH Dear Mr. and Mrs. Harkins: Regarding your permit application, please address the following issues: . ■ Drawings must bear the seal and signature of a registered architect or licensed professional engineer, licensed in the State of New York. • According to our records, the deck was not authorized when the new house was constructed, nor at the time of the permit for the swimming pool. The deck construction will need to be either included as part of this new permit, or ' handled as a separate permit if a different contractor was involved in its construction. • • No Building Department inspection of the pool enclosure/installation was apparently requested in 1999. A final inspection is still required to make sure applicable codes have been complied with. A more current electrical inspection will be required. • The separation of the existing garage from the proposed storage room will need to have a minimum 3/4 hour fire-resistant construction. , • Appropriate certificates of insurance, showing proof of liability insurance and compliance with workers compensation insurance laws, will be required. • The permit fee, in the amount of$84.00 will be required. Please submit a check or money order made payable to "Commissioner of Finance". Once your information is complete, including the items from this list,I will continue review of the application. If you have any questions, don't hesitate to contact me. Yours truly, at.--:c-2,.&- -i Michael J. Biffer Building Inspector ocD, G rev,-C -c —t. — LL T I2 "( I r - c � z S L ° N- S'-?((s -- /c5 J r 7 -- c eASC-4- /s - c a--s Flit, ✓ C��.J7�hr�L. C9-vv-rZc> -L - _(L ? _ (�`'zs✓2-CG�u�2 �S Cbv. C-(71(ZTI.���r(Z� CsY. can..) / \Z3 T'C L.-L'12.--.S •L° _ ? �`6�4z�,rs V1.� c �rJ2<�r(� arc__-►- . i+1--D cr2 C Nt ti MAR-26-2002 TUE 10:58 AM SUTTON & TARANINO FAX NO. 518 584 8291 P, 01 .fern er \� hi',uianon Companies t ,- 11Siiiaina?Proviided E •• ••••••"••••'—: r o: SUT ION&YARANDNU INS ,r j yam" . c i' AGCYINC I? AMERICAN,MANUFACTURERS i7 DIv1710N sr snrcAio A SPCS,NY 12U6 MUTUAL INSURANCE COMPANY homy Phone 018)584-7600 1 Kemper Wye • Long Grove IL 60049-0002 ^N I:. nrrrl �Ia iii'rid .. ''. . b i Nu Y ` �i Gd_riS r d i A Te�� .F'•I tn��r< ,.2.,'.Ft►lic p�atiod••.: 01255 RQ 311939 Effective: 10-15-2001 Expiration: 10-15-2002 Producer Code 12:01 a.m.standard time. EDWARD .1 HARK INS 20-5231 X AGENT/BROKER COPY (KATHLEEN A IIARKINS 9 ARROWHEAD Rb. SARA'tOOA SPGS, NY 12866-873' CONTINUATION CERTIFICATE - KEMPER INSURANCE PACKAGE This certificate continues your policy in force for the policy period shown, It will become effective only If the required premium le peld before the effective date of the Policy Period stated, The required premium will be separately hilted under the Kemper Billing ^ystemPlease attach this certificate to your poky. ogJ •$omoi RESIDENCE PREMIUM(SECTION I AND SECTION II) $ 588.00 PAYMENT EXPECTED FROM MORTGAGEE AUTOMOBILE PREMIUM(SECTION III) $ 968.00 ._.PAYMENT,EXPECTED FROM INSURED TOTAL POLICY PREMIUM $ 1,556.00 DETAILS CONCERNING SPECIFIC COVERAGES AND PREMIUMS FOR YOUR POLICY CAN BE FOUND ON THE FOLLOWING PAGES. COVERAGE APPLIES ONLY IF A PREMIUM OR LIMIT OF LIABILITY IS SHOWN FOR THE COVERAGE. RECEIVED SEP 1 9 711111 gjt.11 y • 'indicates a cltaane was made to your policy. MR-26-2002 TUE 10:59 AM SUTTON & TARANINO FAX NO. 518 584 8291 P. 02 Insured Name EDWARD J HARKINS Policy Number AO 311939 RESIDENCE COVERAGE INFORMATION • HOM,P The residence premises covered by this policy is located at the above address. COVERAGES Pow tf Coverage is provided where a limit of liability is shown for the coverage. The Section I Blanket Property Limit of Liability shown represents 200% of the calculated Dwelling replacement value of 222,000. This Blanket Property Limit of Liability is the total amount of insurance for your Dwelling, Other Structures, Personal Property and Loss of Use Coverage, SECTION I-PROPERTY COVERAGES * Blanket Property Limit $ 444,000 $ 343.00 SECTION II-LIABILITY COVERAGES Personal Liability: each occurrence $ 300,000 $ 20.00 Medical Payments to Others: each person S 1,000 DEDUCTIBLE-SECTION I-In case of loss we cover only that pail of the loss over the deductible stated below: Policy 250 INCLUDED Totol Prorniurn for Endorsements $ 25.00 TOTAL RESIDENCE PREMIUM 4 588.00 The Total Residence premium shown above reflects savings to you as follows: Age of Rome Diacouot Rea Safety Package Credit 116:11114911AIEla, Constructim yx-enie Not more than 50 0 from hydrant Miles 00M Dept. 2 County SARATOGA. Ooctipied 1 i1y Dwelling Yr Construction 1997 Fire OVA EARATOCTI SPG3 Prot Class 004 Terr.093 Slab e 31 Prem G'Vp 001 • ;MORTG4GEE LOAN NO: LOAN NO: 15532495 HUDSON CITY SAVINGS MOHAWK COMMUNITY BANK ITS SUCCESSORS &IOR ASSIGNS 11 DIVISION STREET ONE HUDSON CITY CENTER AMSTERDAM, NY 12010 HUDSON NY 12534 Ho M COWN ERS ENDORSEMENT : •Ectifi§ii Vr71347 03-96 KEi4PER INSURANCE OAdiciidt POLICY - - *AK4003 09-00 CHANGES TO YOUR POLICY VS1390 01-97 EXTENDED DWELLING REPLACEMENT COST COV $ 22.00 H02493 02-00 WORKERS COMPENSATION 5 3.00 Domestic Worker — Inside 0 VK1012 02-85 RESIDENCE SAFETY PACKAGE 1102343 04-91 NO COVERAGE FOR HOME DAY CARE BUSINESS VS1115 11-90 IMPORTANT COVERAGE OPTION "Indicates a chancre was made to your',num.,. MAR-26-2002 TUE 10:59 AM SUTTON & TARANINO FAX NO. 518 584 8291 P. 03 instited Name:, EDWARD 17 HARKINS Policy Number RQ 311939 .:.V0416-LESNOORSEMENT(S)•,..- ... • ,.,• erm •• . Ni•• - f. • •• . rsiiiitiber••'• • Date PP0965 0 -86 FULL COVERAGE WINDOW GLASS WY1 P120346 11-89 RENTAL VES/c1OVERAGE ENDORSEMENT - NY *PP0587 10-00 FERsONAL INJURY PROTECTION COVERAGE -:\tly 1 $ 95,00 DEDUCTIBLE $ NONE LIMIT $50,000 4,Pp05F1H 1.0-00 ADDED BERsoNAL INJURY PROTECTION - NY \.) 1 $ 13.50 LIMIT $ 100,000 MONTHLY WE LOSS $2000 ADDL DEATH BENEFIT LIMIT $3000 APPLIES 1/51.115 11-90 IMPORTANT COVERAGE OPTION PP 0 409 04-99 SUPPLEMENTARY UNINSURE/UNDERINSURED COV 1 67.00 LIMIT: 300,00D INCLUDES BASIC UNINSURED MoTORISTS THE MAXIMUM AMOUNT PAYABLE UNDER SUM COVERAGE SHALL BE THE POLICY'S SUM LIMITS REDUCED AND THUS OFFSET BY MOTOR VEHICLE BODILY INJURY LIABILITY INSURANCE POLICY on nOND PAYMENTS RECEIVED FROM OR ON BEHALF OF ANY NEGLIGENT PARTY INVOLVED IN THE ACCIDENT, AS SpEexPIED IN THE SUM ENDORSEMENT. • POLICY ATTACHMENITIL . ••••,' ;:: •:,;,r :N:q..);?;;;; %%4; „ • • UMW! 1' !;- ; ; ;;: : ,;.•;?';; - : Nuiihern5 ,8 • • •• VX912 0 - 9 1NriATIoN /•iy•-"••; *:; • ••..:;•.• COST NOTICE • " VS1122 05-91 THIRD PARTY DESIGNEE OPTION REQUEST V51424 03-97 HURRICANE INPoRMAT/oN NOTICE AK3244 05-00 SUM covG/ PHYSICAL DAMAGE OPTION FORM AK1265 in-97 RATING INFORMATION FORM AK9599 06-97 DRUNK DRIVING INFORMATION AK4260 06-92 NEW YORK LAW ENFORCEMENT FEE AK4272 05-00 SUM COVERAGE NOTICE AR4569 07-98 KEMPER GLASS SERVICE FS-20 10-01 IDENTIFICATION CARD IL0025 10-01 IDENTIFICATION CARD EXPLANATION • 'Indicates a change was made to your policy. • • • Memorandum To: Michael J.Biffer CC: file From: E.J.Harkins/Kathleen Harkins Date: 04/02/02 Re: Building Permit Items requested to complete building permit process Drawings with signature and seal of registered architect ''>D:eck::inclusion inp lans resistant sheet rock to be added tow 1 proposed in p oposed storage room adjacent to kitchen >A>"`z0j ri ate certificates ofinsinsurance - Homeowners - Liberty Builders - The permit fee in the amount of$84.00 We are hopeful this information will allow for the completion of the permit process in order to schedule construction as soon as possible. Please call with any questions or needs 587-7990. 1