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2003-548 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 _ :Community Development-Building&Codes (518)761.8256 C�R`TIC'FIA F w� C"MPLIANCE Pe�rmiti Number; � P2:003Q548. Date 1004 Friday, January 27,2006 f+ Ij This,isYto'.certify that;work requested to:be°done as shown by Perxrit Number F P20030548 x :. has been completed. .. Tax Map Number:_,_ 523400-300-000-0001.024-000-0000 Location; 253 CLENDON BROOK Rd Owner:. WILLIAM HERALD Applicant: WILLIAM&DIANE EERALD This structure may be occupied as a: Garage-2 Cars Attached By Order`bf Town Board - _ TOWN Of QUEENSBURX Issuance of this.Certificate of Compliance DOES NOT relieve the property owner of-the responsibility for.compliance with Site Plan, Variance;or other issues and-conditions-as a-result-of approvals-fbythe Director of Building&code Enforcement Planning Board or Zoning Board of Appeals, TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030548 Application Number: A20030548 Tax Map No: 523400-300-000-0001-024-000-0000 Permission is hereby granted to: WITiJAM&DTANEHERALD For property located at: 253 CLENDON BROOK Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: WILLIAM&DIANE HERALD Garage-2 Cars Attached $11,000.00 253 CLENDON BROOK Rd Total Value $11,000.00 QUEENSBURY,NY 12804 Contractor or Builder's Name Address Electrical Inspection Agency Plans&Specifications 2003-548 .1008 SQ FT BUILDING AS PER PLOT PLAN SPECIFICATIONS 728 SQ FT GARAGE AREA AND 280 SQ FT STORAGE AREA $100.80 PERMIT FEE PAID-THIS PERMIT EXPIRES: Sunday, September 19, 2004 (if.t longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the of ns rid , September 19, 2003 SIGNED Bn:y for the Town of Queensbury. Director of Bu I ing&Code Enforcement erxnliiApplication Building F Town of Queensbury-Dept of Connnuniiy Developmenf;?742 Bay Road,Queensbury,NY r _ �A persnif must-be obtained before beginning constriction ` ' ERec mit File No. a3 No inspection will be made until applicant has received a, paid ! $ valid building permit. All applicants' spaces.on this ;+!_ .Fee Paidapplication must be completed and must appear on the• iewed B - application form. j Applicant• cc `,` �Owner:. 12—,,z 12 Address: • pQ 7 2003 Phone# Phone#(_) -:P OWN OF QUEENSBUf'ab' Property Location Lot Number: / House NuinYre t / Subdivision Name: Tix Map Number: ��•cw�!-�� C��.rd etz� rn i 'Estimated Market Value of Construction: $ 0©© New Building: residence�'commerc al i i a Addition: residence/ commercial If Adition,what will use of new addition be? o Alteration: residence/ commercial 0 No change to exterior size: residence/com'l . o , Other work(describe } Check Oecupancylnformation 10 Floor !;2° Floor Other floor Total Below sq.ft. C sq.ft. sq.ft. Square Feet 0 Single family dwelling 0 Two family dwelling o Townhouse o Multifamily dwelling #of units o Office /11 LA o Mercantile , 0 Ma au cturin \ 0 1 car detached garage 0 2 car detached garage LI 0 3 car detached garage q 0 1 car attached garage 2 car attached garage 0 3 car attached garage o Storage building- commercial o Storage building- (> residential v 0 Other What is the ro sed height of'the structure. 1,Meet inches Will any second-hand or ungrade lumber be used? If,so,far what? _e2 Type of Beating System: electric/ oil / gas/wood /forced hot air/ baseboard J other: t!V Number of Ftrentaces to be installed — Number,of Woodstoves to be installed List below the person(s)responsible for supervision of work:as regards to building codes: Name iA.ddress Phone Number Builder PE Plumber Mason ; Electrician Declaration please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in this'application,together with the plans and specifications submitted,are a true and complete statement of all,pr,'oposed work to be done on the described premises and that all provisions of the Building Code,the Zoning Ordinance and:all other laws pertaining to the proposed Work sha11 be complied with,whether specified or noted,and that such work is authorized iy the owae;. Furthei,it is understood that Vwe shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issue d,:as requested by the Zoning Administrator or Director of Building and Codes,an As Btidt 'UT by a licensed surveyor;drawn to scale,showing actual location of all new construction ` ��� Signature: wner;.owner's agent,architect,contractor COMMONWEALTH ELECTRICAL INSPECTION SERVICE, INC. Main Offce 176 Doe Run Road - Manbeim, PA 17545 MUNICIPAL CERTIFICATE ELECTRICAL APPROVAL NOE Cut-in Card No.ffaaiiintfi{t4titNttiia}.ti1}ii Owner# a....no ........ {..ffiff#{tiN.}f}i1}ii4ifi11i1iliiiffii•Iifffffiffffff{•ffeem@tfiffffff1f114ffr••ffiiiif#4114ff1tlf/frNtfffNir lei Location! fuH#/111H}}If11ffH {ffftl6 H4 4Nl i ftt}1111 it/iN4i1. f4111/flf�/ Q 1 1 i 4 / ff} 14}1!ll4t11ifH4tti144N!lIq.N4441t!!N4}1p4H4 1/49111f1l4iffli Installafi'on Consisting of Nf W11#400fff # 6#I0#444t.01#91661111!l.eN4.#N.lIN1.Y044001 ..i#f$•.iN}tliete444.4.144N44N.t4lNl444lte 641#ftf boost Immo HN.N#igitl./lH.t.N fooff1Nq♦NtN•NftliNNt..4N411114i1h111fffrHH•fitfff#i1141}{i}11411}tiftlfill#i}N14NIti604t11f1111111ffi..if1/f11Nfffetu 1NHt}fill!Nit}f4t4r#r1}rtt14H1}1flHtlii}4H}fllf {Nl44111t11{1}i1.11#t}11111rf4ielNtfrtHi11Ht1fr11f1H!}4i1}1lHe$tHtfNHt111H14}f14Nt}11111uif1tflu#fffHlHlflHrft InstalledBy,,,,,,,,,too I#Jesse too#####I 100#11044#$####1000#4104 semm oomf6o I *$$##Jose*#to..if11{.fit$*$$#Hite*#to Llc. + 1 1..1..11gtNlNtflit}}{fifiMf*.{lfti.tff11411}t{ 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 he promptly made for inspection# Inspectors of this Company shall have the privilege of mak' inspections at any time, and if its rules are violated, the Company shall have the right vok th' c ifica Date, .Nf1.itH ff.NN#f•.to60000 Ntiq.l't.ttfettt INSPECTOR i N MOW fftatlHtt/ff#1t1##ff1 lost 11f414}{41t•�11ifH11111fft.Nflltt.f1114411 Mpmhp.r N.P.P.A..LA.R.T. n Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: am/pm Depart: am/pm Date Inspection request received: Inspector's Initials: NAME: PERMIT#: `T LOCATION: DATE: _ TYPE OF STRUCTURE: Comments Yes No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doorst Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches �" J�,�► " Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill 2late Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safe lzin /Window in stairwells safety glazing Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s . ft.-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .ft. Emergency egress below Eade Gas Furnace shut-off within 30 feet or within line of site. Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/a hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Surve Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/0[Temporary/Permanent) L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc 1 r IL L W30 January 12, 2006 Bill Herald 253 Clendon Brook Quensbury, NY 12804 Re: Truss Modification Bill 1 have reviewed-sketch-of-modifications done to-Gable truss. Gable-trusses are not designed to carry roof load over significant span_but are simply an-aid to ease construction of gable end wall. The modifications made to truss do not compromise.truss to perform intended purpose.. In my opinion,-no further modifications are necessary to ensure structural integrity of roof If you have further questions regarding this subject,.please contact me at (518) 793-7444. Very truly yours, H EN ENGINEERING, LLP Scott Qui a , P. E. 254 BAY ROAD, QUEENSBURY, N.Y: 12804 '' TEL: (518)-793-7444."FAX: (518)-793-7061 •E-MAIL: hjh@hjhllc.com Job Marx Quan Type Span P1-H1 Left OH Right OH Engineering `.L1416 .R2 1 DUHL 260000 6.75 1- 5- 0 1- '5- o HERALD C-Q JIM W !� HO 3^4^13 JJ 6x6= ' HH 2-8`8 2x511 B HO 9-5. HH 4 2x52I • 2x5I1 T N 6.75 F- 2x511 R 2x5l1 Y 2.511 SPL 2x511 P AA 7x8.1 7x9oS, N 2x51ISI ' 2x511 L qcC IS-3-5 2x511 2x511 J EE _= 2x511 GG 6xfic C A 3x611 X M O .Q S .U Y R 2 BB DO FF- HH 2x511 2x511 2x511 2x511 2 x5I1 2x511 3x611 2x5I 12x511 2x511 2x511 2x511 2x511 S3 32 r 7xH= 7x8= O an coo mrn mm ma CO Om O CO 00 00 CC) q O q O q coo coo coo COo Oo, . SL umr �m cc 00 m Om COO coo COm coo mw mme Cmov coo mm COW mmm U . EP m mO mo coo coo coo ONO oro qoo crop coo ONO OaO Coo Oso.m TC rFl NVN ew NON NDN NiN N N Y4 CHcq N-IN CNN MN MIN MN NVN 14-4 BC CO CO m m m m m "'m CO 00 m m 1 CO CO EP m Co •on CO Co m CO CO m CO CO CO CO m CO CO CO CO CO CO CO CO CO m m m CO CO CO CO m CO m CO CO CO m m m CO CO m NY NP Co C C ro CG m Cw CiD ND Ca m m m N N N 28-0-0 ALL PLATES ARE LOCK20 Scale:0.129"=1' Robbins Engineering, Inc./Online Plus- APPROX. TRUSS WEIGHT: 394.1 LBS Online Plus -- Version 16.0.011 PLATE STRESS INCREASE: 60.0% :MEMBR CSI P(LBS) M@1ST M@2ND RUN DATE: 5- 6-04 LOADING LIVE DEAD (PSF) - II-J 0.02 68 T -3 150 TOP CHID 60.0 6.0 J-L 0.01 106 T -150 ill CSI SIZE LUMBER 1.15FB BTM CBD 0.0 6.0 L-N 0.01 141 T -Ili 118 TOP 0.02 2X 8 SP-SS 2650 TOTAL 60.0 12.0 72.0 N-P 0.01 177 T -118 145 BIM 0.02 2X 8 SP-SS 2650 EXCEPTIONS: P-R 0.01 216 T -145 10 WBS 0.25 2X 4 SPF-#2 1510 II-J%T -20.8N 6.0 R-T 0.02 260 T -10 -533 REPETITIVE MEMBER INCREASES: 'Ti-B -20.8N 6.0 T-JJ 0.02 264 T 533 -448 FB 15.0% FT 0.0% FC 0.0% B-KK -11.811 6.0 JJ-B 0.02 268 T 448 257 KK-C -11.8N 6.0 B-XK 0.02 296 T -176. -392 LATERAL BRACING: II-A -II.ON 0.0 KK-W 0.02 291 T 392 -497 TOP :CHORD - CONTINUOUS SUPPORT CRITERIA W-Y 0.02 296 T 497 -3 BTM CHORD - CONTINUOUS CONTINUOUS BETWEEN JUTS A & C Y-AA 0.01 256 T 3 94 ONE BRACE - S-R U-T V-B AA-CC 0.02 264 T 77 -88 - X-W LOAD CASE #4 WIND // RIDGE R CC-Si 002 285 T 88 26 TRUSS SPACING - 16.0 IN. LUMBER STRESS INCREASE: 60..0% Sl-EE 0..01 280 T -26 -91 PLATE STRESS INCREASE: 60.0% EE-GG 0.02 300 T 91 -154 STANDARD LOADING LOADING LIVE DEAD (PSF) GG-C 0.02 331 T 154 196 LUMBER STRESS INCREASE: 15.0% TOP CHD 60.0 6.0 BOTTOM CHORDS PLATE STRESS INCREASE: 15.0% BTM CHD 0.0 6.0 A-K 0.01 276 T 0 0 LOADING LIVE DEAD (PSF) TOTAL 60.0 12.0 72.0 K-M 0.01 276 T 0 0 TOP CHD 60.0 10.0 EXCEPTIONS: M-S3 0.01 276 T 0 0 BTM CHD 0.0 10.0 II-JJ -11.8N 6.0 S3-0 0.01 276 T 0 0 TOTAL 60.0 20.0 80.0 JJ-B -11.8N 6.0 O-Q 0.01 276 T 0 0 SUPPORT CRITERIA B^KK -20.8N 6.0 Q-S 0.01 276 T 0 0 CONTINUOUS BETWEEN JNTS A & C KK-C -20.8N 6.0 S-U 0.01 276 T 0 0 ZI-A -11.0N 0.0 U-V 0.01 276 T 0 0 LOAD CASE #1 WIND FROM LEFT SUPPORT CRITERIA V-X 0.01 276 T 0 0 LUMBER STRESS INCREASE: 60.06 CONTINUOUS BETWEEN JNTS A & C X-Z 0. 1 276 T 0 0 PLATE STRESS INCREASE: 60.0% Z-BB 0 1 276 T 0 0 LOADING LIVE DEAD (PSF) LOAD CASE #5 AUTO UNBAL SNOW BB-S2 . 1 276 T 0 -4 TOP CHD 60.0 6.0 LUMBER STRESS INCREASE: 15.0% S2-DD 01 276 T 4 17 BTM CHI) 0.0 6.0 PLATE STRESS INCREASE: 15.0% DD-FF 01 276 T -17 -51 TOTAL 60.0 12.0 72.0 LOADING LIVE DEAD (PSF) FF-H .02 276 T 51 187 EXCEPTIONS: TOP ORD 60.0 10.0 HH-C 0.02 276 T -187 -354 II-JJ 6.1N 6.0 BTM CHD 0.0 10.0 WEBS JJ-B 6.1N 6.0 TOTAL 60.0 20.0 80 A- = 268 C K-J = 239 C B-KK -11.8N 6.0 EXCEPTIONS: = 222 C O-N = 222 C RK-C -11.8N 6.0 II-B 73.5 10.0 .�� = 225 C S-R = 232 C SUPPORT CRITERIA 0.0 SUPPORT CRITERI 0 �T 5P C'E �.p _ 21:9 C V-B = 233 C. 219 C Z-Y = 233 C CONTINUOUS BETWEEN JNTS A & C CONTINUOUS TWE 5fG B = 224 C DD-CC= 223 C E'� 223 C HE-GG= 214 C (L1 = LOAD CASE #2 WIND FROM RIGHT LOAD CAS #6 A S Y LUMBER STRESS INCREASE: 60.06 LUMBER ST SS 15. . -- tLt DEFL =.0.00" AT JJ PLATE STRESS INCREASE: 60.0% PLATE S S C V 15. p FL < BRG-SPAN/360 LOADING LIVE DEAD (PSF) LOADING PSF) DEFL (DL+LL) = 999 TOP CHI} 60.0 6.0 TOP CHD 60.0 1 BTM CHD 0.0 6.0 BTM CHD 0.0 1 ING CONFORMS TO TPI TOTAL 60.0 12.0 72.0 TOTAL 60.0 20. Q Q 8 FY PLATE VALUES,WITH EXCEPTIONS: EXCEPTIONS: OSHINS ENGINEERING. IZ-JJ ^12.ON 6.0 II-8 0.0. 10.oa �sSIgNN'� GRIP BASED ON SYP/SPF LUMBER JJ-B -12.On 6.0 B-C 73.5 10.0' USING GROSS'AREA TEST METHOD. B-KK 7.5N 6.0 SUPPORT CRITERIA PLATES = 20 GAIIGE LOCK KK-C 7.5N 6.0 CONTINUOUS BETWEEN JUTS A & C ���GRIPPING 581-250 PSI PER PAIR II-A -11.2N 0.0 INCLUDES' 15.0% INCREASE SUPPORT CRITERIA LEFT RIGHT TENSION 1339- 465 PLZ PER FAIR CONTINUOUS BETWEEN JNTS A & C HEEL OIN. - 4SX SHEAR 784- 506 FLI PER PAIR LOAD CASE #3 WIND // RIDGE L MEMER CSI P(LBS) M@1ST M@2ND JT TYPE PLATE SIZE X. Y LUMBER STRESS-INCREASE:;60.09 - TOP CHORDS':.':':,'._ A 4000 3.pp X 6.00 CTR' 'CTR Robbins Engineering,Inc iOntlne Plu`sw b 1996.2004 Version 16.0.011 Engineering•Portrait 5171200411:23.47 AM'Page 1 of 2 ' .Job Mark Quan Type Span. Pl=$1 -Left OH Right OH Engineering L1416 R2 Du BL a80000 6.75: 1-1- 5= 0, 1= ,5- o Cann ,HERALD C-Q JIM W- B 3091 6.00 X 6.00 . 3.0 3.6 REFER TO.ROBBINS ENG. GENERAL C 2001 6.00 X 6.00 7.7 6.5 NOTES AND SYMBOLS SHEET FOR J 1001 2.00 X 5.00 3.6 _1.0, ADDITIONAL=SPECIFICATIONS. E 1001 2.00 X 5.00 3':0 1.0 L 1191 7.00 X 9.00 4.0, 5.5 NOTES: M 1001 2.00 X 5.00 3.0 1.0 1. TRUSSES MANUFACTURED BY - N 1001 2.00 X 5.00 3.0 1.0 SARATOGA LUMBER TRADERS 0 1001 2.00 X 5.00 3.0 1.0 2. EMPIRICAL ANALOG IS USED. P 1001 2.00 X 5.00 3.0 1.0 3. WIND LOADS - ANSI/ASCE 7-98 Q 1001 2.00 X 5.00 3.0 1.0 TRUSS IS DESIGNED AS A R 1001 2.00 X 5.00 3.0 1.0 MAIN WIND-FORCE RES SYSTEM S 1001 2.00 X 5.00 3.0 1.0 FOR EXTERIOR ZONE LOCATION T 1001 2.00 X 5.00 3.0 1.0 WIND SBEED,- .90 MPH. U 1001 2.00 X 5.00 3.0 1.0 MEAN ROOF BEIGHT - 25' Q V 1001 3.00 X 6.00 CTR CTR EXPOSURE CATEGORY - C ' W 1001 2AO x 5.00 3.0 1.0 OCCUPANCY.FACTOR - 1.00 C3 p NCB ;¢ X 1001 2.00 X 5.00 3.0 1.0 ENCLOSED BUILDING. li Y 1001 2.00 X 5.00 3.0 1.0 TC DEAD LOAD = 6.0 PSF Gl Z 1001 2.00 X 5.00 3.0 1.0 BC DEAD LOAD = 6.0 PSF a AA 1001 2.00 X 5.00 3.0 1.0 4, ROOF SNOW LOAD PER ASCE 7-98 U BE 1001 2.00 X 5.00 3.0 1.0 GROUND SNOW LOAD = 70.0 PSF S11 CC 1001 2.00 X 5.00 3.0 1.0• RAIN LOAD NOT REQ'D ip DD 1001 2.00 X 5.00 3.0 1.0 IMPORTANCE FACTOR: 1.00 EE 1001 2.00 X 5.00 3.0 1.0 THERMAL FACTOR: 1_00 D S FF 1001 2.00 X 5.00 3.0 1. EXPOSURE FACTOR: 1:20 QA 9 0% 0 GG 1001 2.00 x 5.00 3.0 1.0" (BAL,UNBAL LD FAC=0.84,1.25) ��FESSIO�a� HH 1001 2.00 X 5.00 3.0 1.0 S. ANCHOR TRUSS FOR A TOTAL II 4100 2.00 X 5.00 3.0 1.0 . HORIZONTAL LOAD OF 303 LES, JJ 6. FASTEN TRUSS TO BRG A X1L FOR 101 OF , S1 1100 7.00 x 8.00 CTR 0.1 WHILE PERMITTING TTINGG NO NO UPWARD S2 1100 7.00 X 8.00 CTR 0.1 MOVEMENT OF WALL OR BRG. S3 1100 7.00 X 8.00 CTR 0.1 7. FASTEN.TRUSS TO BRG C FOR 206 LES OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. S. FASTEN TRUSS TO BRG K FOR 63 LES OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 9. FASTEN TRUSS TO ERG M FOR 55 LES OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR ERG. 10. FASTEN TRUSS TO BRG 0 FOR 56 LES OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 11. FASTEN TRUSS TO ERG Q FOR . 63 LES OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR ERG. 12. FASTEN TRUSS TO BRG S FOR 74 LES OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 13. FASTEN TRUSS TO ERG V FOR 99 LES OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 14. FASTEN TRUSS TO BRG X FOR 50 LES OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR ERG. 15. FASTEN TRUSS TO BRG Z FOR 83 LES OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR ERG. 16. FASTEN TRUSS TO BRG BE FOR 74 LES OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR ERG. 17. FASTEN TRUSS TO BRG DD FOR 72 LES OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT,Or WALL OR BRG. 18. FASTEN,TRUSS,TO BRG FF, FOR; 62'LBS OF UPLIFT,'^ WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG: 19, FASTEN TRUSS TO HAG HE FOR 99. LES OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG:, 1.R1 EngEnefing,tnc.lOn!'lne Pluat°871998.2004 Vem on 18.0.011 Sn9lneedng Portrait Stl2004 11:23:47 AM Page 2 of 2 : 14-,PM'_%FR QBB.INS,'�EN I R. 2 0 7 T.9GA _PR P- Rig Left- Job -41 -Tyl-*,a span �1-Hl' - OH Qu L14, ' ii 2 7 DUIM 2SO000 6.75 1- 5� 0 0 T040506go - tT#0225 -J#LI416 HERALD C-0 JIM w'. 't 90 3-4-13 ED Ho 9-5 4 4KI2=P axlo= 45.73F- C zj'. US UM! + Si 4x6.. 2x4ji I x mi - . . ; loxlo.. 8PL A �4- 0- .0 G LT- m 4x I W:609 4XS:, 4X61; 2x5:1 W.508 R:2267 S3 S2 R:2193 7X8=. 7x8= U: 7 ® 'vw $L:C*' 3-3-S 5 3-5-5 -6 3-4-13 =0 20 5-0-1 3-10-5 5.11-9 U'm ZP 1 C9 12-10-4 5-204 11!01-7 14-0-0 Oac 20-1-12 23-2-13 28 0 0 TC:',2-10-4- 3-0-0 2-11-91 4-0-1 3-1-1 1 - I5 3-0-0 1 2-10-4 -10-4 20-1-12 23-2-13, C)29-0- -n. ZO=O Robbins Engineering, Inc./Online PIUV APPROX. TRUSS WEIGHT; 321.7 LBS Onlina Plus -- Version 16.0.023 LUMBER STRESS INCREASE: 0.0% PLATING,COMARS TO TPI RUN DATE: 5- 7-04 PLATE STRESS XNCV.ASZ- 0.0% VERIFY PLATE VALUES WITS LOWING I= DEAD (28F) ROBBINS ENGINEERING. CST SIZE LUMBER 1.15r8 TOP C33D 60-0 10.0 GRIP DASED'ON SYPfSPF LUMBER TOP 0.84 2X 8 SP-SS 2650 Bam = 0.0 10.0 USING GROSS AREA TEST MTHQD. 'ATM 0.85 2x 0 SP-SS 2650 TOTAL 6010 20.0 0010 PLATES - zo GAUGE LOCS WES 0.75 2x 4 SPF-#2 1510 EXCEPTIONS: GRIPPING 5131-250 PSI PSA'PAIR REPETITIVE M120= INCREASES! O-B 0.0 lo'o INCOMES 15.0% INCREASE`', F5 15.0% FT 0.0% rc 0.0% B-C 0.0 17.0 TENSION 1339- 465 PLI PER PAIR C-D 010 10-0 LATERAL SPACING! D-Z 73.5 10.0 Snm 784-. 506 PLI PER PAIR", TOP CHORD - CONTINUOUS E-F 73.5 17.0 JT TYPE PLATE SIZZ x T BTX CHORD - CONTINUOUS F-G 73,5 10,0 A 4000 3.00 X 6.00 CTR CTR - TRUSS SPACING - 16.0 In. I-H 40.0 20.0 5 1001 3.00 x 6.00 CTE. 2.7 C-3 0.0 7.0 C 1001 4.00 X12.00 7.4 CTR STANDARD LOADING B-1 0.0 7.0s D 3202 6.00 X 9,00 CTR 4.0 LUMBER STRESS INCREINSZ, 15.0% F-H 0.0 7.05 Z 1001 3.00 no.00 6.0 CTR PLATE STRESS INCREASE: 15.0% SUPPORT CRITERIA F 1001 3.00 X 6.00 CIE. 3.1 LOADING LIVE DEAD (PSF) ir TYPE SORZ VERT WIDTH G 2001 6.00 x 6.00 7.7 6.5, TOP CED 90.0 10-0 LBS LBS IN-SX 9 1050A 4.00 X 6.00 = CTR STM CHD 0.0 10.0 A PIN 1 1368 5- a Z 1030A 4.00 x 6.00. CTR CTR TOTAL 60.0 20.0 80.0 G HORZ RLR 0 2126 5- 0 J 103OR 4.00 x 6.00 cTR CTR EXCEPTIONS: x 1050R. 4.00 x 6.00 2.5 1_5 B4C 60.0 17.0 U= RIGHT L 1001 2.00 x 4,00 CTE. CTR. E-F 60-0 , 17.0 HEEL oZN - 4EX N 1001 2.00 X 5.00 3.0 1.0 1-11 40.0 20.0 H 2130 10.00 X10.00 CTR 5-.5 C-9 0.0 7-0 b=R CSI P(=S) HeIST Me= 0 411OR 4.00 X 6.00 2.5 2.5 B-X 010 7.05 TOP CHORDS p F-H 0.0 7.Os O-K 0,10 1336 C 11 -2453 Q SUPPORT CRITERIA K-Sl 0.11 2305 C 2453 2386 SI: 1100 7.00 x 8.00 cm o.L JT TYPE SORZ VERT NIDTH 51-3 0.44 2236 C -2386 11330 S2 1100 7.00 X 8.00 = 0.1 ,Las Las IN-Sx B-C 0.62 1037 C-11330-17913 33 1100 7.00 X 6.00 CTR 0.1 A PIN -2 2267 5- 8 C-2 0.61 154 T 10802 -3563 4 XORZ RLR 0 2193 5- a F-D 0 29• 233 T .3563 727 R PLATE IS ROTATED BY 90 DEG D--Q 0:41 117 T ;-377 -0249 LQAO CASE 45 UvbAtmCZO LOW Q-3 0.59 130 C 11569-17643 LUMBER STRESS INCREASE: 0.08 E-F 0-84 171E C 17643 25586 PLATE STRESS'INCREASR: 0.0% F-K 0.64 2731 C-2S506 -3993 LOADING LIVE DEAD -(PSF) N-4 0.16 2725 C 3993,-1706 -TOP COD '60.0 10.0 DOT=,cuolos STH C11D 0.0 10.0 A-J 0.15 . 275 2 : ' 2 - 147 TOTAL 60.0 20-0 00.0 J-53 0.54 1193 T -;403S-11547 $3-1 0.60 L195 T 11548-17956 0-33 73.5 10.0 1-8 0.85 1600 t 17956 -6407 S-C 73.S 17.0 8-52 0,59 2201 T 6407 r3273 C-D 73.5 10.0 92-M 0.41 2201 T. 3213 437.3 yy D-9 0.0 .10-0 X-C 0.24 2201 T -4373 -3354 E-F 0.0 17.0 WEN F__G 0.0 10.0 A-0 = 2124 C O-J m 1726 T 1-3 40.0 20-0 J-K - 1945 C x-i a 1245 T 0.0 7.0 X-D a .614 T C-L x 2094 C J)-X '--0.0 7.05 L-V w 6S4 T 1;-3 2113 C 11-H -0.0 7.QS -9-F = ,,1320 T B-N = -,994 C. SUPPORT CRITERIA -.686 C. JT Typp- : nons VERT WIDTH Las Las IN-Sx ogn • 0.62" in 1-9 9 . PIN % -5 2212 5- 8 U DEFLI'a;-0.43" < ARG-SPJM/360 S G ,HORZ ALA 0..'1299 5- a e* DL*LL NORZ.- 0.3711 AT r SPAXIDEFL (DL+LM = 543 LOAD qE-#o ..UNBALANCED WAD Robins Hnyncmin imCe&*FM.3-0;99 ao04vwslon wo.023 .PO"I M7104 11'29:90 AM Pap I of 2 haaw 1 n IlAn a MRY,•&10 20A4 ;1; 14 PM FR R0BB I NS ENG I NEER I NG T0. Sl^-SARATOGA LhiBR P:,03j07 ! qot�- zx Quay .::. 2ypei Span PZ-HZ Left'OH ='=Bight 4K^:. Engin�trirrg ` . L1416 RI -27 DUEL -280000 6.75 I- 5- 0 1- 5- 'o T04050690 U#0225 J#L1416 HERALD C-Q jjH W REVIMM BY: Robhias Eagisuarinq,-Iac. . - PO.Box 260055 REFER TO R098INS ENG. GENERAL NOTES AND SYMOLS SHEST FOR - ADDITIONAL SPECIrTCATIONS. NOTSS: 1. TRUSSES bMNUFACTUREO BY - SARATOGA LMWMR TRADERS 2. &MPIRICAL ANAYAG 13 USED. 3. WTND LOADS - ANSIJASCR 7-9$ TRUSS IS DESIGNED AB A MAIN WZND-FORCE RES SYSTEM - \ FOR EXTERIOR ZONE LOCATION WIND SP= - s0 U211 MEAN ROOF HEIM - 25, MOSURS CATBWORY - C OCCUPANCY FACTOR - 1.00 sNCLOSM BUILDING. TC MO LOAD - 6.0 Par SC DEAD LOAD = 6.0 PSF 4. ROOF SNOW LOAD PER ASCE 7-98 GROUND SNOW LOAD = 70.0 PSF RAIN LOAD NOT REQ-D nVORTANCE FACTOR: 1.00 TRERMAL FACTOR: 1.00 KXMSURE FACTOR: 1.20 (MM,UNDAL LD FAC=0.84,1.25) S. PREVENT TRUSS ROTATION AT ALL BEARING LOCATION$. G. ANCHOR TRUSS FOR A TOTAL HORZZCNTAL LOAD OF 302 LBS. NE� r RabbM:EnpM�aenq.Jnc.�OM;n�FMus^N i498gpy}f{l�fStQfl i "0"Sr p „�q.P0,119 010704 il,2920AU P;j�2ar2 ; -C Foundation Inspection Report Office No. (5 IS)761-825 6 Date In ti request received: Queensbury Building&Code Enforcement Arrive:s7c/7, am/pm Z am/pm Depart: 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: r o PERMIT#: O� LOCATION: INSPECT ON: /Y TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in-Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil-poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Insper,tion.FORMS\Foundation Inspe6tion Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518)761`=8256 Date.Irispei tio" request received:, Queensbury.Building&Code Enforcement Arrive: am/pm Depart: . am/pin 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: C)C}`J",1 LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N. "A/a. COMMENTS V,,Framing Jack Studs/Headers Bracing/Bridging Joist hangers f TAJO 1 JJIae '� " Jack Posts/Main Beams ,^ Exterior sheeting nailed properly ✓f ' 12"O.C. Headroom 6 ft. 8 in. 'r` Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes./Bearing Walls Metal Strapping for Notches Top Plate 1 %2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts.6 ft.or less on center .Ice and snow shield 24 inches from wall. Fire separation 1,2,3 hour Fire'wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation ` House side 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows_ Habitable Space/Bedrooms 24 in: (II) ,ter 20 in. (W). .5.7 sf above/below grade 5.0 sf grade LASueHcmingway\Building.Codes.Inspection.FORMSTraming Firestopping Inspection Report.doc January 28,2003 G7r�� �iv� Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p6 Depart: ,�15a'15pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: 0 LOCATION: 4�tzk--INSPECT ON: o TYPE OF STRUCTURE: 0 0 Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place • Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of for wet areas under slab Backfill Approval PAO IV Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.dor, January 28,2003 Foundation Inspection Report Office No. (S 18)761-82516 Date Inspection request received: Queensbury Building&Code Enforcement: Arrive: am/pmo`'`-- Depart- am/pm 742 Bay Rd., Queensbury,.NY 12804 Inspector's Initials. -NAME: CUA��ak_ D PERMIT##: o �1 LOCATION: _ INSPECT ON: TYPE OF STRUCTURE: r^ e.,a►�c�Q-•fI Comments Y' N N/A ootings Piers Monolithic Slab Reinforcement in Place 2 The contractor is responsible for providing protection from freezing i for 48 hours following the placement of the concrete. . Materials for this purpose on site. Foundation/.Wallpour P Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Danipproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 1.2 inch width 6 inches above footing 6 mil of for wet areas under slab Backfill Approval Plumbing Under Slab _ PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueE3emingway\Buiiding.Codes.Inspection.FORMS\Foundatiion Inspection Report.doc January 28,2003 17 Framing / Firestopping Inspection Report receive Office No. (518) 761-8256 Date Inspection request rep 0 Queensbury Building&Code Enforcement Arrive: a D a a' 742 Bay Road, Queensbury,NY 12804 Inspector's Initial U0 NAME: b*�I LU Qri-A k�EJRIPN PERMIT#: LOCATION: � 2-s&3 C-LEODW SR-,6) INSPECT ON: 10(—tz7 TYPE OF STRUCTURE: Y N N/A Fra mL'Ing COMMENTS Jack Studs Headers Bracing Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches 1 Holes/Bearing Walls Metal Strapping for Notches Top Plate I'V2 (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1,2, 3 hour Fire wall 2,'3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7'sf above/below grade 5.0 sf grade LASucFIcrningway\Bui Idin.-.Codes.Inspection,FORNISTrarning Firestopping Inspection Report.doc January 28,2003 `~ Town of Queensbury 742 Bay Road, Queensbury-_,_N-Y--1.2804 Bind g� � & Code F nforcement Building Permit# " Pbone:(518)761-8256 Date' Fax: (518)7454437 Email- codes aquc=bw net Dear Yourbua tn' g pit application bas been reviewed and found to be deficient in the following areas: V—aCA;--f 0 VoD 1 - t _ ZOLA g� \A T. m detafis need to�added to or noted on:"°f Fb' Please feet free to contact this o -with any 9 # tQ regarding this matter. s y .- B G" O do- I_lSucHesmngway)BU,Wmg.FeTnitFORMSWeficicnt banding t3an 2003= yf. Check Residential Plan Review: One ,&Two Family Dwellings Y/N/N/A (2)Full sets of plans Over 1,500 sq. ft.—Stamped Design Loads On Plan . 90 Wir _- Floor Loads 40 psf d Sn Sleeping Areas and Atti<=psf Calculations: (�(�lj Window Schedule With Glass Size Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space Above/Below grade,5.7 sq.ft. Grade,5.0 sq;ft. 24"(h)x 20"(w)min. 44"Max.Height above floor Residential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofmg/Waterproofing Materials On Plans r Foundation Drainage On Plans,if required t 6"Drop in 10'Exterior Grade N Framing Cross Section For Each Roof Line;Vertical Fire Stopping Every 10'Where Required Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls Platforms At Exterior Doors Stairway Headroom 6' 8'All Stairs 36"Width ,\ Stair Run and Rise `v r Winder Run and Rise y; Spiral Not Allowed From 2" Story 4y Smoke Detectors Battery Backup and Proper Location l Bathroom Fixtures.Proper Clearance Hall Width,36"min. Handrails More Than One Riser On Open Sides Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. Safety Glazing Notes For Required Areas i r Garage Fire Separation r Garage Floor Sloped Attic Access Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access r Carbon Monoxide Detector Lowest Sleeping Level c c Soil Test Results, if required t u Septic To Well Or Water Line Separation All Paperwork Signed i cci v�l'3'1 S 1 8 43'38" W p C'a 2,17.19, E 16.60 ORCHARD LOT � tV 8 '08'32" w v N ,et Co 4) fF OF AREA AREA MS OAT 4.16 acres 14.18 acres , LANDS OF HOLME4 S & CLEME? 100.23' 00 o o ' r ( N TOI�IN UL 1 ,7 2003 F QUF 8UlLG'/VG - SBURY o ci AND CODE zo tO 1 Y �W0 0 DIRECTION DISTANCE 1 S 72'21'22' W 19.70 S 57'29'17' W 54.09 S S 60'44'11' W 56.99 S 68'42'44' W 59.85 i S 79*18'47' W 49.61 3 N 82*50'47' W 49.87