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Inspections
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20050790 Date Issued: Friday, December 22, 2006 This is to certify that work requested to be done as shown by Permit Number P20050790 has been completed. Tax Map Number: 523400-296-013-0001-017-000-0000 Location: 931 STATE ROUTE 9 Owner: RED ROOF INN Applicant: BUDGET INN This structure may be occupied as a: Hotel/Motel By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the f° property owner of the responsibility for compliance with Site Plan, ,..- Variance, or other issues and conditions as a result of approvals by the Director of Building&Code En orcement 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: P20050790 Application Number: A20050790 Tax Map No: 523400-296-013-0001-017-000-0000 Permission is hereby granted to: B1 TDGET TNN For property located at: 931 STATE ROUTE 9 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: NASREEN KHURSHID 15 NEEDLE Park Hotel/Motel $350,000.00 Total Value $350,000.00 QUEENSBURY, NY 12804-0000 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2005-790 BUDGET INN (Motel) Front Building 2nd Story Addition and 1 st Floor Infill $392.25 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, November 23, 2006 (If a 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 own Que bu dnesday, November 23, 2005 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Job Site Address: qSI NHS ` w% 41 1•leto `-1av1a, %2-6o r Date:.. lt7 5 Owner: bkms bb=t Application No. File No. C) Building Permit-- Calculation Sheet Natural Light, Ventilation & Emergency Egress Requirements Habitable Area of Req. Light Actual Req.Vent .Actual Sq.Ft. Remarks Room Room 8%of Room Light 4%of Room Vent Opening for in Area Square Area Square Egress Square Footage Footage Feet irn �Woz ' LcWl , (ot �F�,aE� 80�i. Z4, 04 36 list Of Ow hm 1zam LZ2'� t3 .'1� 32 11.38 use- c* +vro s t(,C*�' 13=Z13 37. 4,L4 lt.318 steirAto Fuxvt. 14'(ag' 2-4 ,56• '1,3-4 1'Z.2a 5,54 ')M �(,5� t3>2 ZA 51. l'•(o 5.54 �i�ss 2i `� 11.12 24.5(. 8.sb lz. s•54 CaxsT iPaa�l 214 '11. 12 ?�•STo $ �Sb 12,z�} 6�SQ �- 1 N-W la(DVGt(°etJ t1= cSP►2�V►'t�Q�.Pd/ w t^^ AFL. 1 t %*A. . ffit L:\,SuaHemingwa)ABuilding.Permlt.FORMS\N&tUght Ventil.Calculation.Shect,doe WINDOW SCHEDULE Job Site/Address: 131 wi5 Nwm a 4 eqIEts g 1 Kie,�.j vAeV t ca Date: _R4,4, ,. to 105 Owner: � Application No. Window Window Window Unit or Rough Rough SQ.FT. SQ.FT SQ.FT. Clear Clear Special Hardware Number or Manufaturor Model/Type Stock Openin Opening Glass/Vis Egress/Cle Opening Opening o Instructions Letter on Name Numbs g Height Ible Vent ar Width in Height Plan Call Width Light Opening Inches In Inches Size ve. i�ar� A �nnt+►t ut, 'Hurv, 4ow it 3jo2�1 `3L(�s�bN 5�-1 ��}�" l�o-t 5 �,22 io. 22 3Cr, 3/s+" 2-4 31e" Put swIc.t.r, f'iav�r> k =4ovto 1 A "I 1' 21 ®4 G �il.�c �o S � 3221 �o-2s18" 5r-1 1jv" t 2.21a S�54 '.5�542 '�q " 2s� 3� a, 2 Z Example Entry A Andersen Narrollne 3062 3' 2 6'5'/z 15.30 8.36 6.01 34 2416/36" empered Double 1/3" 11/16 Glazing Hun AI Qi Documents and Set ingslSuc\L.ocal SettinZATemp\Window Schedule.doc .. san�.z..�.,vf u..,f, ,.,.. ..M,�,Lai"\f �",r.;._..a�i, :..,ram..7 'w..>.".. E.�w�.�.,_'�;'��.'�,�.;:.:q..�?��;..�'.�'.'.-a�:cc•`'.,s�a���'1��'".'k..#��3,�'a c,'3'``hw..a�:�]. .........-,.. c ,'_.�.._...........�ii p SH2L-DH2L Series r I 1910 1935 1286 �6 I 75114 76114' S0518" 2216 2241 1489 871/4" 881/4" 58518" SH1-DH1 SH2-DH2 _... 1; 2420 2445 1692 Series Series SH3-DH3 95114" 96IN, 66518" " Frame RS O.. Enme RS 0 Ulit Series 935 960 '"—�-- 935 960 862 Ftapc R S 0` Frame RSU` 7/a" .. «: 36 7I8 37 7/8" 10 550 575 I100 1125 1035 1060 35 1060 962 ' 21 5/s" 225 " 43114" 441/4" Frame 'O`' 40 718" 41 Us' 40 7/8' 417/9" 37 7/9" 7 75 1300 1325 1650 1675 1240 1265 =------ :_ 1240 1265 116i Uj lOY11 25 518" 26 5/a" 51114" 52 I ' 64 718' 65718' 48 7/s" 49 Us" 48718' 49 7l8" 45 7/a" 750 �5 1500 1525 1950 1975 1340 1365 SH3L-DH�L Serves 1340 1365 1267 29 518' 30 518" 59114" 601/4" 76 71s- 77 71a" 52'la' 53 718" 52 718' 53 718" 49 718" 855 880 1710 1735 2250 2275 1445 1470 ".""- >.^=pig: 1445 1470 1368 671/4" 681/4" 88'/s" 8971a" 56718" 5771a" Udit: 567/s" 577/8" 537/8" 955 980 1910 1935 2565 2580 A 1545 1570 r 2460 2485 1286 1545 1570 1472 �. 75! 7611i' i4fO 71e"101, 'M 60%la" 61718' 96 71a" 97 71s" 50 518' 60 718" 6171a" 57 71a Y�~ 1080 2110 2135 2865 2880 � 1645 'Iff Mvi 2867 2892 1489 1645 1670 1572 41 5/e" 42 5/a" 83114' 841/4" 112 71s"113 78" 64-78" 65 718" a 112 7/8'113718" 58 5/8" rM " 657Is" 6I /a" —I15 1180 2310 2335 3165 3180 1750 1775 M�� 3070 3095 1692 1775 1673 45518" 465/8" 911/4 921/4" 124718'125 ls" G671s" 697181207e 1217(e 6651s ' 69'/8' 657fs" 2 Sashes h ;y Frame R.S.O. FcaIDe R S.O.:.j 'X. 549 ii4 937 962 i 2151s" Z2 518' 36 37 78 1038 1063 651 676 t 40 71s" 41718" 25 518" 26 518" 1241 1266 752 7777 49 7/s" 29 51a" 30 5I8" 48 7/a -> 1343 1368 3 Sashes 854 979 52 7/8" 53 718" • 33 5/8" 34 518' ' 1445 1470 FiaM2 956 991 56 718" 57 7/s" a S O' Ua& 37 518" 38 Sla" z. 1648 1673 1997 2022 911 1057 1082 64W 65719" 78518' 795Is' 35718' 41518' 42518" 4 1749 1/74 2397 2422 1111 1159 1184 94 3I8' 95 3/s' 43 314" 45 5/e" 46 We" Combined £' 2 Sashes x a p Combined • 5 sl � ; V }f 4 Sashes Crrtine {� Frmae RSA Unit x �798 823 722 _. 9 cmce RS:U. ihii4 Cratut -RN^z4 Onit: yi 898 923 822 1598 1623 1522 1190 1215 719 3531s" 36318" 323/e" 6271a" G3r18' 5971a" 4671e" 477I8" 281t4" 998 t023 922 1798. 1923 1722 t}90 1415 919 .. 67' " .r 8 54- IT" 1223 1122 1998 2023 1922 1590 16I5 1019 471/8' 48 lls" 441/8" 78 5/a" 79 5ls" SIS' 62 Sle" 63 5/8' 40 Us" 75 1398 1423 1322 2398 1 2423 2322 17" 1815 1219 55" 561, 52" 94318'195318" 913/8" 70 Hi' 711/i' 48" 8 Doors and windows illustrators may vary from actual product. t 8 �EVI Window dimensions PSF WYMMDOORS P.V.C. HUNG GOLD VHE1 f r:16 T Metric Imperial Metric Imperial Glass Vent Width Height Clear e Width Width Height Height (Sq. Ft.) (Sq. Ft.) Clear Clear opening o nin o enin (Sq. Ft. 15 550mm 21 5f8" 935mm 36 3/4" 3.48 1.44 16 3/4" 12 3f8" 1.44 1617 550mm 21 5/8", 1035mm 40 3/4" 3.92 1,67 16 3/4" 14 3/8" 1.67 1621 550mm 21 5/8" 1240mm 48 718" 4.83 2.14 16 3/4" 18 3/9" 2.14 1623 550mm 21 5M' 1340mm 52 3/4" 5.28 2.37 16 3/4" 20 3/8" 2.37 1625 550(nm 21 5/8" 56 71W 5. " s �►vt 1627 550mm 21 5,'8" 1545mm 60 7/8" 2.84 16 3f4" is 5 _mm_ 21 5/8" 1645mm 64 3/4" 6.64 3.07 16 3/4" 26&8" 3.07 I531 55 Trtt�ra 21 5f8" 1750mm 68 7/8" 7.10 3.30 16 3/4' 28 3/V' 3.30 s fi:fi rtr i 255ri1'° 9353nm 314" 4.32 1:78 20 3/4" 12 3/8" 1.78 2 17 650m^ 25 5/8" 1035mm 40 314" 4.87 2.07 20 3/4" 14 3r8" 207 zr." =nn 25"�X-1 1240aun 48 718' 6.00 2.65 20 3X' 1$3/8" 2.65 2023 650rnm 25 518" 1340mm 52 3/4" 6.56 2,94 20 34' 20 3/$" 2.94 202b 65t}rrina 15 5/8" 1445mm 56 7/8" 7.14 3.22 20 3/4" 22 3/8" 3.22 2027i50»gym 'S /� 'Tro 1hsnrn 60 7/8 7.69 3.51 20 3/4" 24 3/8" 3.51 � 29 6150mm 25 51 1645mm 64 3/4" 8.24 3.80 20 3/4" 26 3/8" 3.80 �. )no„ 21.5 n 75Gs m , 68 718" 8,82 4.09 20 3/4" 28 3/8" 4.09 rif 50 r 291 _"'� m 363t4" 5A6 2.12 24518" 123f8" 2.12 241+ __7�i Ytrra 29112" 1035mm 40 3f4" 5.82 2.46 24 5/8" 14 3/8" 2.46 j t yn 9 V 124 mm 48 7/9' 7.17 3.14 24 5/8" 18 316' 3.14 4Z , rr tl� 291+2tOn}m 52 3/4" 7.83 3.48 24 5/8" 20 3/8" 3.48 1445mrn 56 7/8" 8.53 3.83 24 5/8" 22 318" 3:83 �I54 r.,,,- 7/8" 9.19 4.17 245H' 24 3/9' 4.17 1�1 ins ? 1/2 1 45re m 64 3/4" 9.85 4,51 24 50' 26 318" 4.51 1f.54 4.85 24 5/8 28 3/8" 4.85 r, W fA LL a srit':s 3v a "v 6.04 2.48 28 7/8' 12 3/8" 2.48 281` : 15mlm, Y 3;5 Y rn�s 4?3✓4 6 81 2.88 28 7/8 14 3J8" 2.8$ 32 33 5r8` 1240enm 48 7r8 8 40 3.6$ 28 7/8" 18 3f8" 3.68 t o- C m 52^14 9.17 4.09 28 71W 20 30" 4.09 2825 SJhrrsrn tt i 445mm9.98 4.49 28 71W 22 3/8" 4.49 _ 4.$9 28 7/8" 24 3/8- 4.89 7 1645,mm 64 3/4" 11.53 5.29 28 7M' 26 3f8" 5.29 ,Nrz� _1, ^:ntr t 7t$" 12.34 5.69 28 718' 2$3f8" 5.69 936man 36 3/4" 6,88 2,81 32 3/4" 12 3J8" 2.81 2'17 37 iF aOK't m 40 3t4 7-76 3.27 32 314" 14 3/8" 3.27 322 3 Arian of lc� 40mfi� 48 7r8 , 9 57 418 32 3/4 18 3/8" 4.18 +R 1n 4-5 d 63 32 3/4' 20 3W 4.63 - - _ _._ -. 3225 95 5:7-irn 3 i'Siva" F 44:�mm 56 718°' 11,37 5.09 32 3/4" 22 3/$" 5.09 L T`?1L a ;,„t 50 7r£t" 12.26 5.54 24 3/8" 5.54 M n 4 5 r art tM TP 13.14 6.00 32 3/4" 26 3/8" 6.00 2 34" 2838 6.45.M 32 A- 2�S - A4 pe-u- pt..�-�K► �orr,� 1 2005/01/20 M.J.V. NEVI Window dimensions P5F VSKIM AM DOORS P.V.C. HUNG GOLD VHE1 - f Width Height Clear UN(T Metric imperial Metric imperial Glass Vent Clear Clear opening ;ode Width Width Height Height (Sq. Ft.) (Sq. Ft.) openina o enin (Sq. Ft. s _ u:.. j,r t , , ,,.t 3 �,a^ _� __7.72 3.16 36 314" 12 318" 3.16 L _ _M r�M ............ .....,..«.e3.16 5n T 1 1/2 1035mm 40-3/4 8.71 3.67 36 3!4" 14 3/8' 3.67 4 -7 4,69 36 314 18 3/8 4.69 t� ,_"115mm 1 u 41 '7 _T V�4 Mvl 522 3/4"� 11.73 5.20 36 3/4" 20 31W 5.20 s jrZ' y 5ntm 56 7 s' 12.76 5,71 3(i 3/4" 22 3/8" 5.71 41 1 f_2' 5,4w=,nisn 60 71 13-75 6.22 36 314" 24 3/8" 6.22 y 362 105 nI-jin 41 ')2' rr 45rr7m 64 34' 14.74 6.73 36 34' 26 3/8" 6.73 1&78 7,24 363/4" 283/8' 7.24 _ _ " 8 1,49 40&8" 12 3/8" 3.49 4017 11 j,yin 45 TrIP, 10 i�r *r _ 40 3/4 9.66 4.06 40 5/8" 14 31T 4.06 v t;o"' 11:91 �a.18 405/9' 183/8 5.18 µme. 3�4" 1.3.0E 515 40 518" 20 3/8 5.75. - 3 rrj n 4�1 j*# snam � d- 14.15 6.31 4tU 518" 22 3/8" 6.31 _ u- 4. -*m P-0 7.f,51 15,25 ! 6Z8 40 5/&' 24 318" 6.88 4 rn� ti4 3/4' 16.35 7.44 40 5/8" 26 3e 7.44 .� trry 1:, 7 wn 8.01 40 5/8" 28 31$" 8.01 }- 2 2005/01/20 M.J.V. u , 10* WWM IWM A D PERFORMANCE CANADIAN ENERGY"R"-VALUE RATINGS CANADA CANICSA-A440.MSO ER-Value U-Value A B C F 1 2 3 1 2 3 Gold Casement A3 B7 C3(option C5) F2 -23 -11 -6 2.62 1.95 L74 Gold Awning A3 B7 C3 F2 -23 -11 -6 2.61 1.94 173 Gold Single Hung A3 B7 C2(option C3) F2 Test results in progress Test results in progress Gold Double Hung A3 85 C2(option C3) F2 Test results in progress Test results in progress Gold Architectural B7 C5 NIA N/A Gold single Slider A3 B3 C2(option C3) F2 Test results in progress Test results in progress Gold Double Slider A2 B3 C2(option C3) F2 Test results in progress Test results in progress Bronze Casement A3 B5 C3 NIA N/A Bronze Awning A3 B5 C3 N/A N/A Bronze Single Hung A3/F B5 C2 F2 N/A N/A Bronze Double Hung A3 B5 C2 F2 N/A N/A Bronze Architectural B7 CS NIA N/A Bronze Single Slider A3/17 B2 C2 F2 N/A NIA Bronze Double Slider A3 B2 C2 F2 N/A N/A CODE DEFINITIONS ER:W1rY°C 1 Option#I(Aluminum spacer bar)W/mz A:Air Tightness(Al to A3)* B:Water Tightness(Bl to B7)* C:Wind Resistance(Cl to C5)* 2 Option#2(Aluminum and argon)W/m? F:Break and Entry Resistance(FI to F2)* (*The higher the number,the better the perflormauce.) 3 Option#3(INTERCEPT and argon)W/d AMERICAN ENERGY"R"-VALUE RATINGS Gold Line Bronze line Glass/Spacer Bar U-Factor R-Value Air Infiltration U-Factor R-Value '9¢ n perQl glrrs/MERCEPT 0.42 2.38 0.04 Casement [AW-Ea.gmgw1[NTERCEPT 0.29 3.45 0.04 NIA I-0W�Ragngw/INTERCEPTk3DQ 0.29 3.45 0.04 Cteagia"IINTERCEPT 0A3 2.38 0.01 Awning LOW-Eargmga./INTERCEPT 0.29 345 1 0.01 N/A LOW-Eag.WINTPRCErr(SDU 0.29 3.45 0.01 Clm /INTERCEPT 0.47 .13 2.0$ 0.05 s Single$ LOW-E azgw go/ CEPT 0.31 3. In Pro 3 0.05 All;4 G t.AW$agm�./¢PtERCEPTTPP 0.31 3.23 In Progress 0.32 3.13 0.05 Clew.gis../INTERCEPT 0.47 2.13 In Progress 0.48 2.08 0.08 Double Hung I.AW-Ea.gmga./INTERCEPT 0.31 3.23 In Progress 0.32 3.73 0.08 LOW-Eag¢ls/JNERCEPTtsDti 0.32 3.13 In Progress 0.32 3.13 0.08 Clew.g�/INTERCEPT 0.47 2.17 0.02 0.47 2.13 0.02 Architectural LOW-Exgmges/INTERCEPT 0.29 3.33 0.02 0.29 3.45 0,02 L0W$agnga/INTERCEPrtsoy 0.29 2.78 0.02 0.30 3.33 0.02 Clew&m/INTERCEPT 0.47 2.13 In Progress 0.48 2.08 0.05 Single Slider LOW-E ergm go/INTERCEPT 0.30 3.33 In Progress 0.31 3.23 0.05 LDW_E ag¢ps/INTFRCHPTtSDP 0.31 3.23 In Progress 0.32 3.13 0.05 Cie glaze/INTERCEPT 0.46 2.17 In Progress 0.48 2.08 0.07 Double Slider LOW-E a.gm ga./INTERCEPT 0.31 3.23 In Progress 0.31 3.23 0.07 t.0W-Eagmgw1lNT RCE sDP 0.31 313 In Progress 0.32 3A3 0.07 Factor oU»:Btu/h-ft2-F Value«R*:i/Value nU�> n q a CHECKLIST NYS BUILDING CODE(BC) Building: v�5�� � NYS FIRE CODE(FC) NYS PLUMBING CODE(PC) Location: NYS MECHANICAL CODE(MC) NYS FUEL GAS CODE(FGC) Date: 1'27/a NYS ENERGY CODE(ECC) Reviewer: Publication Date: April 2005 COMMERCIAL& MULTIPLE DWELLING OCCUPANCIES No. Topic Code Page Required Actual Section No. or Allowed 1 jurisdiction BC-101.2 1 2 Flood Plain BC-1603.1.6 285 3 Separated or Non-Separated BC-302.3 18 Occupancies* 4 Occupancy BC-302 17 5 Type of Construction BC-Table 601 81 r-- 6 Truss I.D. 7 No.of Sleeping Units/Level BC-202 14& No.of Units-Total 31 No.of Occupants BC-Table 1003.2.2.2 201 8 Covered Malls BC-402 33 Hi-Rise (75'Rule) BC-403 36 Atriums BC-404 37 9 Basement Definition BC-502.1 71 See page 8 of this check list Legend: NR=Not Required NS=Not Shown NA=Not Applicable Note: *Non-separated occupancies impose the most restrictive requirements Page 1 of 10 No. Topic Code Page Required Actual Section No. or Allowed 10 Heights&Building}Areas Maximum Tabular Area BC-Table 503 72 Maximum Tabular Height BC-Table 503 72 Maximum Stories BC-Table 503 72 Mezzanines BC-505 73 — 11 Sprinkler System(water) BC-903 168 �C Basement Sprinkler BC-903.2.10.1 170 Water Source Sprinkler BC-903.3.5 172 Water Source Site FC-508.1 31 12. Frontage&t Sprinkler Credits Area Modifications(talc.) BC-506 74 Height Modifications BC-504 73 13. Height&Area SummanL Ht/Area Ht/Area Tabular Area BC-Table 503 72 Frontage Credit BC-506 74 Sprinkler Credit BC-506.3 75 Total Allowable Area Max Aggregate Area BC-503.3 73 (Allowable Area/Flr.x No.of Stories up to 3 maximum 14. Fire Apparatus Road FC-503.1 29 150'rule Hydrant Reg. FC 508.5 31 0, 15. Exterior Walls Distance Separation* BC-Table 602 82 Exterior Wall Openings BC-Table 704.8 87 Parapets BC-704.11 88 Exterior Wall Coverings BC-Table 1405.2 257 Exterior Wall Finishes BC-Table 1406.2 261 Combustible Distance separations are doubled if fire fighting water is not available(FC-508.1.3). NOTES: Page 2 of 10 No. Topic Code Page Required Actual Section No. or Allowed 16. Fire Rated Construction Incidental Use Areas BC-Table 302.1.1 17 Accessory Occupancy BC-302.2 18 Mixed Occupancy BC-Table 302.3.3 19 Control Areas BC-414.2 52 Fire Walls BC-705 89 Fire Barrier BC-706 91 Shaft Enclosure BC-707 92 Fire Partition(Tenant Sep.) BC-708 95 Smoke Barriers BC-709 96 Opening Protectives BC Table 714.2 101 Fire Blocking BC-716 107 Draft Stopping BC-716.3 108 6- IT Space Attic Accessory&Crawl Space BC-1208 250 Min.Rm.Dimensions BC-1207.1 251 Min.Ceiling Height BC-1207.2 251 18. Ventilation Nat.or Mech. BC-1202.1 249 19. Li ht Nat.or Mech. BC-1204.1 250 20. Exits Remoteness BC-1004.2.2.1 218 xz Occupancy Load BC Table 1003.2.2.2 201 One Exit Permitted BC Table 1005.2.2 224 Stair Enclosure BC-1005.3.2 224 Emergency Egress BG1009.1 235 Distance of Travel BC-Table 1004.2.4 220 Aisle Width BC-1004.3.1.1 221 Corridor Width BC-1004.3.2.2 221 Capacity of Exits(calc.) BC-Table 1003.2.3 202 Corridor Wall Fire Rating BC-Table 1004.3.2.1 222 Corridor Dead End BC-1004.3.2.3 222 Door Width BC-1003.3.1.1 208 Door Swing BC-1003.3.1.2 208 Panic Hardware BC-1003.3.1.9 213 / Canopies over Exits 21. Stairs Riser BC-1003.3.3.3 213 Tread BC-1003.3.3.3 213 Width BC-1003.3.3.1 213 Headroom BC-1003.3.3.2 213 Vertical Rise BC-1003.3.3.6 215 Handrails both sides BC-1003.3.3.11 215 hJ Guards BC 1003.3.2.12 205 Max Rise 12'with landings BC-1003.3.36 215 Platform top&bottom of BC-1003.3.3.4 214 stairs Page 3 of 10 No. Topic Code Page Required Actual Section No. or Allowed 22. Structural Snow Loading—Ground BC Fig 1608.2 296 Snow Loading—Roof(calc.) ASCE 7-98 Drifting Snow BC-1608.7 295 Ponding BC-1608.3.5 295 Floor Loading BC Table 1607.1 291 Balcony Loading BC-Table 1607.1 291 Wind Loading(calc.) BC-1609 297 Roof Walls Windows Seismic Loading(calc.) BC-1614 315 Foundation Depth BG1805.2 398 23. Interior Finishes BC-Table 803.4 161 24. Swinuning Pools BC-3109 629 25. Sun Rooms BC App,endix I 693 26. Electrical Exit Lights or Signs BCAM3.Z.10 203 Emergency Lights BC-1003.2.11.2 204 Emergency Power BC-2702 611 General Lighting-Exits- BC-1003.2.11 204 Stairs 27. HC-ACCESS Exempt Buildings BC-1104.4 238 Parking BC-Table 1106.1 239 Route BC-1104.1 238 Entrance BC-1105.1 239 ' ' r #of Sleeping Rooms BC-Table-1107.6.1.1 241 � Y �y- IL #of Dwelling Units BC-1107.6.2 241 5f'+�s• Toilet Facilities BC-1109.2 244 Service Counters BC-1109.12.3 246 Areas of Refuge BC-1003.2.13.5 207 Signage Supplemental HC Req'mts Appendix E 681 Push/Pull entrances door ANSI-A117.1-1998 approach 28. SPECIAL INSPECTIONS BC-1704 379 Notes: /' 1 G� l �+) ,( "t t-C�� (s�� rJ/�/G�ir+Tc I Jhs�(Ydv,.. Page 4 of 10 J No. Topic Code Page Required Actual Section No. or Allowed 29. Fire Protection Equipment Central StationMonitoring FC-901.9 52 Sprinkler Systems FC-903 55 Other Extinguishing Syst. FC-904 59 ' Kitchen HoodExtinguisher FC-609.8 41 Standpipe Systems FC-905 62 Fire Extinguishers FC-906 64 Fire Alarm Systems&SD FC-907.2 66 Aliel c'1j k'',% Fire Alarm Boxes& Zones FC-907.4.1, 907.9 72,73 Smoke Detection FC-907.2.10 68 Hi-Rise Fire Safety FC-907.2.12 69 Visible Alarms FC-Table 907.10.1.2 73 Smoke Control FC-909 75 Smoke Vents FC-910 82 Fire Pumps FC-913 85 Basements FC-903.2.10.1 56 Fan Shutdown 30. Plumbing Code Fixture Count PC-Table 403.1 21 Drinking Fountain,Service Sink Water Supply Service Pipe Size PC-603 33 Fixture Pipe Size PC-603.1 33 Pipe Material PC-Table 605.4 36 Labor Law Art.10-A UFPBC-904.6 12,340 Pipe Insulation See Energy Code Backflow Prevention PC-Table 608.1 41 Sprinkler System PC-608.16.4 44 Lawn Irrigation PC-608.16.5 44 Pipe Freezing PC-305.6 14 Sanitary Drainage Drain Pipe Size PC-Table 709.1 54 Drain Pipe Material PC-702 47 Labor Law Art.10-A UFPBC-904.6 12,340 Vent size PC-Table 910.4 63 Pipe Hangers PC-Table 308.5 17 Air Admittance Valves PC-917 67 Notes: Page 5 of 10 No. Topic Code' Page Required Actual Section No. Or Allowed 31. Mechanical Code Ventilation Rates MC-Table 403.3 24 Propane Below Grade MC-502.8.10.1 31 Dryer Exhaust MC-504 33 Kitchen Exhaust MC-506 34 Kitchen Hoods MC-507 37 Kitchen Make-Up Air MC-508 39 Chimney Termination MC-Table 511.2 41 Air Plenums MC-602 47 Fire&z Smoke Dampers MC-607.5.1 52 Combustion Air MC-701 55 Confined Spaces-Def. MC-202 5 Fan Shutdown/Alarm MC-606.2 50 System 32. Fuel Gas Code Appliance Location FGC-303 18 Combustion Air FGC-304 19 Clearance to Combust. FGC-Table 308.2 25 Pipe Material FGC-403 46 Shut Off Valves FGC-409 53 Chimney Termination FGC-Fig.503.5.4 63 Gas Vent Termination FGC-Fig.503.6.6 65 Exit Terminal Location FGC-503.8 68 Clothes Dryer Exhaust FGC-613 96 Unvented Room Heaters FGC-620 99 33. Energy Code Prescriptive Method ECCC-Table 602.1(1) 50 High Truss Credit ECCC-602.1.2 51 Pipe Insulation-Heating ECCC-Table 503.3.3.1 44 Duct Insulation-Heating ECCC-Table 503.3.3.3 45 Pipe Insulation Hot Water ECCC-Table 504.2 47 HWH Heat Trap ECCC-504.7 47 Comcheck Computer Software Compliance Report Required 34. Special Inspections BC 1704 379 Sound Transmission BC 1206 251 36. Ice&t Snow Shield Reg. , 37. No Reinforcingin Footings Notes: Page 6 of 10 LIST OF CALCULATIONS THAT MAY BE REQUIRED FOR A COMPLETE CODE REVIEW 1. Area Increase Based Upon Frontage And Sprinkler Increase. Frontage Increase: If=100(F/P-0.25)W =Answer in% 30 Note: If=75%when 4 sides accessible&z water available Allowable Area: Aa =Atabte + (Ata��e x If) + (&bkex IS)=Answer in Square Feet (BC-Pg.74) 100 100 2. Exit Capacity Calculation (Table 1003.2.3)(BC-Pg.202) (Occupancy Load for Exit) x(Egress Width per Occupant)= (Required Width) 3. Snow Loading Calculations. (ASCE 7-98)(Eq.7-1)(pg-69)&r(Eq.7-2)(pg-70) (ASCE=American Society of Civil Engineers) Pf =0.7C,C,IPg=Flat Roof Snow Load Where: Pf=Flat Roof Snow Load (Calculated Above,Answer in#per SF) Ce=Exposure Factor (BC-Table 1608.3.1)(Pg.297) Ct =Thermal Factor (BC-Table 1608.3.2)(Pg.297) I = Importance Factor (BC-Table 1604.5)(Pg.287) Pg=Ground Snow Load (BC-Fig.1608.2)(Pg.296) Ps =Q Pf=Sloped-Roof Snow Load Where: PS=Sloped-Roof Snow Load CS=Roof Slope Factor (ASCE 7-98)(Pg.70) 4. Wind loading calculations. (Refer to Chapter 6 of ASCE 7-98) 5. Seismic Calculations. (See page 10 of this list) 6. COMCheck calculations (For verification of compliance with the Energy Code) Page 7 of 10 8. GRADE PLANE: A reference plane representing the average of finished ground level adjoining the building at exterior walls. Where the finished ground level slopes away from the exterior walls,the reference plane shall be established by the lowest points within the area between the building and the lot line or,where the lot line is more than 6 feet from the building,between the building and a point 6 feet from the building. 9. MEZZANINE: An intermediate level or levels between the floor and ceiling of any story with an aggregate floor area of not more than 1/3d of the area of the room of space in which the level or levels are located. (Mezzanine area does not contribute to the building area or the height in stories but does contribute to the fire area,aggregate area). 10. SMOKE BARRIER: A continuous membrane,either vertical or horizontal,such as a wall,floor,or ceiling assembly,that is designed and constructed to restrict the movement of smoke. (Required to have a 1 hr.fire rating). 11. STORY ABOVE GRADE PLANE: Any story having its finished floor surface entirely above grade plane,except that a basement shall be considered as a story above grade plan where the finished surface of the floor above the basement is: 1. More than 6 feet above grade plane or 2. More than 6 feet above finished ground level for more than 50%of the total building perimeter or 3. More than 12 feet above the finished ground level at any point. Page 9 of 10 _ �-J "' - Permit No. c Building&Codes Office-Department of Community Development=Town of Queensbury Fee Paid 742 Bay Road,Queensbury,NY 12804 Recreation Fee Dave Hatin,Director codes@aueensbuN.net Phone: (5181761-6256 FAX: (5181745.4437 Principal Structure Building Permit Application Application & Plans subject to review before issuance of a valid permit for construction. Instructions: A permit must be obtained before beginning construction. No inspections will be made until the applicant has received a valid building permit. All applicants' spaces on this application must be completed and must appear on the application form. Applicant er S f�/,cam A 4-4,- L.G.C. Owner: 544k /34<11,. Address: !� o t 5�4k- 41 33 Address: qa/ NyS L&.ir— `l 47 jiowt�e-Phone: .5/9-c-9-7- 31 A S_ Home Phone: Email Address: Email Address: 0.c�al�o�•s./laf- Cell Phone: 3/6- 3at/- '19ry Cell Phone: S'i8- 79G- 7939 FAX Phone: S/6 S-87- 33$� FAK Phone: S/>3 79 op;u- Person responsible for supervision of work with respect to building and codes compliance: Name: Address: Phone Location of proposed construction: Lot No. Legal Address: '73/ AIVS Tax Map Number: /3 - /' /? Subdivision Name: Estimated Cost of Construction: $ 1P30Z+�1 Proposed construction is for: _Residential Use commercial Use / / ��'' ` Name of Business: lot o/ f n - ��✓ Qom.��,, `�Jw' �.Cezx- r/4/ If proposed construction is an•addition,what will use of new addition be? New Addition Alteration Proposed Construction 1j'Floor 2^d floor Other Total Proposed structure (Occupancy Type) Sq.Ft. sq.ft. Sq.Ft. Square feet Height Ft.&.in. Single-family Dwelling Two-Famlly Dwellin Townhouse Multifamily Dwelling w r Numb�r of Units: > 0 72 ft' wok Office- I / �S? 0'=6" pkfi- za Mercantile Ec Manufacturing Other: Attached Garage 1, 2, 3 Type of Heating System: ectric Oil, Gas, Wood, Forced Hot Air, Baseboard, Other: t—&'/ u,"Ar Is a fireplace and/or woodstove being installed, please refer to a separate application. _Yes 4No Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review. The Building and Codes Office will allow commencement of your proposed project only after Issuance of your permit. Declaration: Please sign below after you have carefully read the statement: To the best of my knowledge, the statements contained in the application,together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Codes, the Zoning Ordinance, and all other laws pertaining to the proposed work shall be complied with,whether specified or noted, and that such work is authorized by the owner. Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a licensed surveyor, drawn to scale, showing actual location of all new construction. Date: / 'Ia / 2ocS' Applicant/ er Signature: ' -S'D Ak/4� r9r�.�n- L.G.6. The application of dated is hereby approved and permission granted for the construction, reconstruction or alteration of a building/and or accessory structure as set forth above. Date: Authorized Signature: L:\Sue Hemingway\Building.Permit.FORMS\Principal Structure Permit Application.doc V:12/14/04 Application for a nut-Septic Disposal System - ,! Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 1. OWNER INFORMATION. 1NININNHINIHI I iNH 1NII.I..NN»,.NINM,N NNNNNNNNINI.II.I IN... ....x N.....«.......... Office Use Location of installation: File P 't No�66190 Tax Map No. / / Foe Paid Owner's Name: Address: V 2. INSTALLER'S NAME : PHONE NO. 3. RESIDENCE INFORMATION: (circle year of dwelling,indicate#.bedroom(s) end multiply#of bedrooms with applicable gallons per bedroom tb equal total daily flow) i Year of House- No of Bedrooms x Commutation = Total ails Flow I 1980 or older x 150 gal/bdrm a I 1980—1991 x 130 gallbdrm = 1991 —present x 110 gal/bdrm = Garbage Grinder Installed yes_ / no I Spa or Hot Tub Installed yes / no 4: PARCEL INFORMATION: pp i )(circle applicable information&indica easurem�nts DRo&MRh_y Soil Nature Ground Water ervious Matdriali 'Water 1 Flat sand at what depth at depth ; municipal Rolling loam feet feet well Steep slope clay if well;water supply �%slope other I from any septic-system depth: absorption is ft. other Percolation Test: (To be co leted b lice ed professional engi, a hiect) Rate. min a per j 5. PROPOSED SYSTEM: A11iindividuale a disposal systems must be designed by a lic�nsed professional engineer or chit t(unl srb.,;d in approved subdivision). Add 250 gallons to the size of the septic tank and ch fiel or ea he r,S o 1pool Tub. Septic Tank: gall (min.size 1, 0 gal. Tile Field: ea trench ft. 1 S em L gth: ft. Seepage Pits}: number of size of ch: by ft. i Size Qf Stone to be used: # / epth r thickness feet Bed/System Size: x j Alternative System: length and/or, size I , 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each: gallons /TOTAL C`pacity: gallons Note: Alarm System and associated electrical work must be inspected bry a Town approved electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection,please note that pursuant to Section 136 29 ofsthe Code of the Town of Queensbury,any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make.a material fact or circumstance known by or on behalf of an applicant,shall be void. i I have read the regulations with respect to this application and agree to abiciee by these and all requirements of the Town of Quemsbury Sanitary Sewage Disposal Ordin�cc. i ! Signature of responsible person bate Multiple Dwelling, Hotel, Motel, A artment Final Inspection Report Office No.: (518) 761-8256 Date Inspection req st a iv Queensbury Building&Code Enforcement Arrive: = a Depart: a m 742 Bay Road, Queensbury,NY 12804 Inspector's Im is s NAME: PE # "� LOCATION: DATE: COMMENTS: JC/ �D Y N NA TO Dv�---+J FQ:D►--� Chimney Height/"B"Vent/Direct Vent Location C3vi�Dt GD u�s 1 LL-, Plumb Vent Thru Roof Minimum 6" gE , � O'�3 Lam_ Roof Complete Exterior Finish Complete/Finish Grade 6"In 10' Drop Interior/Exterior Railings 34 Into 38 in./36"Landing,Decks, \EuJv-:U 2� C?m Porches Exterior Handrails,Balconies,Landing 30"Or More Interior Handrails Balconies/Landing 30"Or More Interior Handrails Stairs I or More Risers Guardrails 42",Ballisters 4"Minimum Spacing Vestibules For Exit Doors> 3000 s . ft. Doors 36"/Lever Handles Headroom 6' 8"on Stairs Bathroom/Kitchen Watertight Smoke Detectors: Every level, Every bedroom Outside every bedroom, Interconnected Battery Backup Bathroom Fans/Plumbing Fixtures Complete Foundation Insulation Fire Separation,3/4, 1,2 hr. Fire Walls 1, 2,3 Hour/Fire Door'/4, 1 '/2,2 Hour Handicapped Accessibility/Handicapped Parkin Si na e Gas Log In Sealed or Glass Enclosure Gas Valve Shut-Off Exposed/Regulator 18"Above Grade Gas Furnace Shut-Off Within 30 ft.or Within Line Site Oil Furnace Shut-Off at Entrance to Furnace Area Furnace/Hot Water Heater Operating/Fresh Air Intake Low Water Shut-Off for Boiler Relief Valve, Heat Trap/Water temp 110 Degrees Max. Garage Fireproofing Complete, Penetration Sealed Furnace In Separate Room/Protected(In Garage) Light Ventilation per Room/Safety Glazing Attic Access 30"x 20"x 30" H)/Crawl Space 18"x 24" Final Electrical Site Plan/Variance Required Final Survey Plot Plan/Flood Plain Certification,if Reg. As-built Septic System Layout Required Building/Apartment Number on Building or Driveway Build Access All Sides by 20', Driveable Surface 20"Wide Okay To Issue Temp C/O o ermanent C rcle one] Okay To Issue C/C Last printed 6/3/2003 9:24 AML:\PaznW\Building&Codes\MULTIPLE DWE ING.doc Final Survey Inspection Dept. of Community Development down of Queensbury -' t12 Bay Road �ueensbury,NY 12804 Date received: 12 2/66 NAME: ?:�Soo� LOCATION: PERMIT#: Vr / Final Survey Plot Plan ARproved Denied The attached final I rvey has been ceived by the pt.of j mmunity ✓ evelopment. Upon review the survey has Craig BeWV, Zoning Administrator Notes: L:\SueHemingway%wilding.Codes.Inspection.FORMSTinai Survey Zoning Administrator.doc �.°� R. co R m �o � lt- p r�z z >9 2D> OooO` z F t,a Pox o l�Z 39dd 018 N00 8Z> z zf "0, 2OC, � dIHS8-7NbYVd HMON SN3GVV0 SI-0 z Y-790, 3HL � p JOd�NSdNb7T 10D 00ZD n Da m�," - 00. 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J 0 •\ • Ni • s 3 `e Jf �£., 4 ►H+��f�A ;�,? ,!`•i^—!: O ��t`#• iJ , ti .1 �\gyp ., r, cJ, n � • M�:'1 4 '�-�� {.',,t,'. +i �f:,/�7.7'vf'_.y__o_=•r�rc.'T; 't�.i.--.-?'- Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. &�s Town of Queensbury ( Z 742 Bay Road �. 1 Y/ 00 Queensbury,NY 12804 Scheduled Inspection Date: 6 Time: Phone: (518) 761-8206 Business Name: 'oa 11- Fax: (518)745-4437 Location- Type of Inspection N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge AISLES: Main Aisle Width Seconder Aisle Width EXIT SIGNAGE Sign-normal Sign-battery TRUSS ID SIGNAGE EMERGENCY LIGHTING FIr Marsh ' In n ate FIRE EXTINGUISHER: � wl a( Hun Inspection of extinguisher Hydra extin uisher DEC FIRE ALARM SYSTEM ) Fan Shutdown Fire Sprinkler System Firi Marsha ` Fire Suppression-kitchen I T wn of Quwsbury Fire Suppression-Gas Island Hood Installation Interior Finishes Storage Compressed Gas Clearance to S rinklers Clearance to Electrical Electric Wiring Enclosed Combustible Waste Vehicle Impact Protection Fire Lane F.D.Si na -Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan Approved (If no other approvals apply,the B&C Office will issue e Certific of o :Ijpar-y) ❑ Denied ❑ Call for Recheck Inspected By: L:\Sue Hemingway\Fire Marshals Office Inpsection 08.17.2005.doc Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. bq--7"?0 Town of Queensbury 742 Bay Road J f Queensbury,NY 12804 Scheduled Inspection Date: ` Time: Phone: (518)761-8206 Business Name: ��, 016 Fax: (518)745-4437 Location: Type of Inspection N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge f h AISLES: Main Aisle Width � � Secondary Aisle Width EXIT SIGNAGE Sign-normal Sign-battery TRUSS ID SIGNAGE W EMERGENCY LIGHTING FIRE EXTINGUISHER: L Hun K Inspection of extinguisher Hydro extinguisher FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System Fire Suppression-kitchen Fire Suppression-Gas Island Hood Installation Interior Finishes Storage Compressed Gas ' Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed Combustible Waste Vehicle Impact Protection Fire Lane F.D.Si na e-Utility Rooms No Smoking Signs Maximum Occupancy Sign Emerqency Evacuation Plan ❑ Approved (If no other approvals apply,the B&C Office will"ssue the erti cote of Occupancy) ❑ Denied 'Call for Recheck Inspected By: L:\Sue Hemingway\Fire Marshals Office lnpsection 08.17.2005.doc 94 Multiple Dwelling, Hotel, Motel, Apartment Final Inspection Report Office No.: (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 10 am/prn Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: Rw PERMIT#: / s 7/0 LOCATIO DATE: pNL V F90A1 7— COMMENTS: Y N NA > Chimney Height/"B"Vent/Direct Vent Location Plumb Vent Thru Roof Minimum 6" Roof Complete j` Exterior Finish Complete/Finish Grade 6"In 10' Drop , Interior/Exterior Railings 34 Into 38 in./36"Landing,Decks, Porches ��« Exterior Handrails,Balconies,Landing 30"Or More Interior Handrails Balconies/Landing 30"Or More Interior Handrails Stairs 1 or More Risers �G Guardrails 42",Ballisters 4"Minimum Spacing �g`' � `�` � Vestibules For Exit Doors>3000 s . ft. �i,.t 01"t Doors 36"/Lever Handles Headroom 6' 8"on Stairs 6",z � r Bathroom/Kitchen Watertight Smoke Detectors: Every level,Every bedroom Outside every bedroom, Interconnected Battery Backup Bathroom Fans/Plumbing Fixtures Complete I, 1 Foundation Insulation "" ti�'-" a'� Fire Separation,%, 1,2 hr. Fire Walls 1,2, 3 Hour/Fire Door'/4,1 '/2,2 Hour Handicapped Accessibility/Handicapped Parkin Si na e Gas Log In Sealed or Glass Enclosure Gas Valve Shut-Off Exposed/Regulator 18"Above Grade Gas Furnace Shut-Off Within 30 ft.or Within Line Sitecf', �''" Oil Furnace Shut-Off at Entrance to Furnace Area �- Furnace/Hot Water Heater Operating/Fresh Air Intake / Low Water Shut-Off for Boiler C v 04./, . Relief Valve,Heat Trap/Water temp 110 Degrees Max. Garage Fireproofing Complete, Penetration Sealed Furnace In Separate Room/Protected(In Garage) n p r Light Ventilation per Room/Safety Glazing -� t' � r✓l ,` Attic Access 30"x 20"x 30" H)/Crawl Space 18"x 24" 1 f' Final Electrical � r �� fit �� Site Plan/Variance Required Final Surve Plot Plan/Flood Plain Certification,if Reg. As-built Septic System Layout Required Building/Apartment Number on Building or Driveway _ Build Access All Sides by 20',Driveable Surface 20"Wide Okay To Issue Temp CIO or Permanent CO [circle one] ,��� •�.� Okay To Issue C/C Last printed 6/3/2003 9:24 AML:\PaznW\Building&Codes\MULTIPLE DWELLING.doc ! Multiple Dwelling, Hotel, Motel, Apartment _ Final Inspection Report Office No.: (518) 761-8256 Date Inspection re rec 'v Queensbury Building&Code Enforcement Arrive: = a Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's lnitia ��j�` q NAME: PERM # 05- 7I0 LOCATIO : DAT �Z �- L�—I�LO COMMENTS: Y N NA Chimney Height/"B"Vent/Direct Vent Location Plumb Vent Thru Roof Minimum 6" 7 a Roof Complete Exterior Finish Complete/Finish Grade 6"In 10' Drop u"#1�1 Tr Interior/Exterior Railings 34 Into 38 in./36"Landing,Decks, G �`1 Porches i-� Exterior Handrails,Balconies,Landing 30"Or More 6<< ( L Interior Handrails Balconies/Landing 30"Or More t IUZI Interior Handrails Stairs 1 or More Risers Guardrails 42",Ballisters 4"Minimum Spacing - dJ v Vestibules For Exit Doors>3000 s . ft. L, Doors 36"/Lever Handles Headroom 6' 8"on Stairs Bathroom/Kitchen Watertight Smoke Detectors: Every level,Every bedroom + —11 R'C7` .s � Outside eve bedroom, Interconnected BatteryBackup1V6cfzs Sp Bathroom Fans/Plumbing Fixtures Complete Foundation Insulation Fire Separation,3/4, 1, 2 hr. Fire Walls 1,2,3 Hour/Fire Door 3/4,1 '/2,2 Hour C '�Zt�t tJ Handicapped Accessibility/Handicapped Parkin Si na Gas Log In Sealed or Glass Enclosure Gas Valve Shut-Off Exposed/Regulator 18"Above Grade Gas Furnace Shut-Off Within 30 ft.or Within Line Site •- t7�rG Oil Furnace Shut-Off at Entrance to Furnace Area Furnace/Hot Water Heater Operating/Fresh Air Intake Low Water Shut-Off for Boiler i Relief Valve, Heat Trap/Water temp 110 Degrees Max. U�> Garage Fireproofing Complete, Penetration Sealed '�— Furnace In Separate Room/Protected In Garage) �t Light Ventilation per Room/Safety GlazingY•�� ��� � Attic Access 30"x 20"x 30" H)/Crawl Space 18"x 24" Final Electrical Site PlanNariance Required Final Surve Plot Plan/Flood Plain Certification,if Reg._ As-built Septic System Layout Required Building/Apartment Number on Building or Driveway Build Access All Sides by 20', Driveable Surface 20"Wide 1� Okay To Issue Temp C/O or Permanent CO [circle one] a1 ICE 7 V%t�Q j Okay To Issue C/C Last printed 6/3/2003 9:24 AML:\PamW\Building 86 Codes\MULTIPLE DWELLING.doc ©� COMMONWEALTH ELECTRICAL INSPECTION SERVICE, INC. Main Office 176 Doe Run Road- Manheim, PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No. ....... ........ NO 94 489 Cut-in Card No..................................... Owner...... ? `. � z ......Ai�. ...... ?.l4 ... .1. ...e............................................ Location. ..........kQ..1 1.....x.. .. '. ............................................. Install Cons' ng ............................... .... .. .......... .......; .. I ..... i'. ..... lFf`....................................... ........... ,�` ......................... .. ........I............ ..........I...........r.......... / ............................ I talled By . ...� ��...{?.... �. ... ..1� LG�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 allation conditions as of date. Upon the introduction of additional equipment or alterations, applicati shall be promptly made for inspection. Inspectors of this Company shall have the privilege Maki r inspections a lany time, and if its rules are violated, th Company shall have the right to oke h' certifica Date f... lc`.�= ......... INSPECTOR �.. ... . . ........I........... M ber N.RP.A.,I.A. . . 4qI OCC I H u��Sb A Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. 2-rs— 770 Town of Queensbury 742 Bay Road Queensbury,NY 12804 Scheduled Inspection Date: Time: Phone: (518) 761-8206 Business Name: Fax: (518) 745-4437 Location: _jvpe of Inspection N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge AISLES: �C.2 c)C y1 ` Main Aisle Width Seconda Aisle Width P� EXIT SIGNAGE Sign-normal Sign-battery TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: Hun Inspection of extinguisher U\J q Hydro extinguisher FIRE ALARM SYSTEM O Fan Shutdown 1 ivy! Fire Winkler System Fire Suppression-kitchen Fire Suppression-Gas Island Hood Installation S /1`n 141f\ 0 n S Interior Finishes l-{� / ,i-,s ,�- �� C Storage Compressed Gash G S Clearance to Sprinklers Clearance to Electrical _ Electric WiringEnclosed �` `k Combustible Waste Vehicle Impact Protection _ Fire Lane 1, p "s F.D.Si na e-Utility Rooms Q r I No Smoking Signs JJJ Maximum Occupancy Sign Emergency Evacuation Plan ❑ Approved (If no other approvals apply,the B&C Office will issl e the Ce icat of Occupancy) Z Denied Call for Recheck Inspected By: L:\Sue Hemingway\Fire Marshals Office Inpsection 08.17.2G05.doc -lo ��Kirf sc7&/ Foundation Inspection Report Office No.(518)761-8256 Date Ins do r st eiv p Queensbury Building&Code Enforcement Arrive: Depart: m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi NAME: �i�� RMIT#: LOCATION: INSPECT ON: KIP TYPE OF STRUCTURE: Comments Y N N/A n j Footings cJ, i� Lze_.P;Tuuo 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 Footing Dowels or Keyway in place Foundation Dampproofmg Foundation 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:\Building&Codes Forms\Building&Codes\lnspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Framing / Firestopping Inspection Report Office No.(518) 761-8256 Date Inspection requ rece Queensbury Building&Code Enforcement Arrive: part: =� m 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: Vd�{r1 PERMIT#: (1 — 717D LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS Framing ki �j Affic—Access 22"x 30" minimum Jack Studs/Headers L H\ 63 -T-I\f Bracing/Bridging Joist hangers N 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/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z(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 water 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%z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall i Windows Habitable Space/Bedrooms 24 in. (H) y 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Foundation Inspection Report Office No.(518)761-8256 Date Inspection r iv Queensbury Building&Code Enforcement Arrive: Depart: _ m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Intti ls- NAME: RNWUT# 7-co�5-79 LOCATION: SPECT ON: TYPE OF STRUCTURE: t` Comments t c � - `Z- Y N N/A Footings 1 �� -� Piers Q Monolithic Slab OF Reinforcement in Place The contractor is responsible for providing protection from freezing L for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place � � Foundation Dampproofmg Foundation 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:\Building&Codes Forms\Building&Codes\inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM /--,3 prz, Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reques ed• Queensbury Building & Code Enforcement Arrive: a D "`art: I am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initial 75o NAME: PERK' # LOCATION: INSPECT ON:� TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every_100 feet Lchange of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P I for 15 minutes nsulatio esidential Check Commercial Check , Pr Attie Vent Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&.Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005 Multiple Dwelling, Hotel, Motel, Apartment Final Inspection Report Office No.: (518)761-8256 Date Inspection roe r eiv Queensbury Building&Code Enforcement Arrive: , Depart: a 742 Bay Road,Queensbury,NY 12804 Inspector's Initials. NAME: i F=1 i�1J �� -) PERM -- LOCATION: —T �}TRTE T DAT — Z.—U C; COMMENTS: Y N NA T`Y1C )L- V%\A� Chimney Height/"B"Vent/Direct Vent Location UTV '6 kAu--To Plumb Vent Thru Roof Minimum 6" 1 HRtJt?tGA1 ED RaMPS Roof Complete Exterior Finish Complete/Finish Grade 6"In 10'Drop Interior/Exterior Railings 34 Into 38 in./36"Landing,Decks, ;? Porches FLLH ►'"\T�1 F'RRktt 1.aa�C AJ�►JLm Exterior Handrails,Balconies,Landing 30"Or More z 1-K�rJP�CRQI'ED ���� � Interior Handrails Balconies/Landing 30"Or More V11tJCT Mi= REi ��Q ►� �3 Interior Handrails Stairs I or More Risers Guardrails 42",Basters 4"Minimum S acm �° lli REV- C Rtx ► �= f'E htic� Vestibules For Exit Doors>3000 sq. ft. Doors 36"/Lever HandIL321t Headroom 6' 8"on Stairs Bathroom/Kitchen Watertight Smoke Detectors: Every level,Every bedroom �Tt Outside every bedroom,Interconnected Battery Backup u RUT Bathroom Fans/Plumbing Fixtures Com lete p�,C. i @— '-SCcTvN Eo Foundation Insulation Fire Separation, %, 1,2 hr. Fire Walls 1,2,3 Hour/Fire Door'/, 1 '/,2 Hour 'P, Handicapped Accessibility/Handicapped arkingtSignage Gas Log In Sealed or Glass Enclosure `t3 0 I L\03U p t:.. Gas Valve Shut-Off Exposed/Regulator 18"Above Grade s-K ROCW) Gas Furnace Shut-Off Within 30 ft. or Within Line Site tS`.h c v K F UCH HAaJD►C Oil Furnace Shut-Off at Entrance to Furnace Area R R H I icl c:►R Furnace/Hot Water Heater Operating/Fresh Air Intake 14 o LPN�.— uo Low Water Shut-Off for Boiler Pf%.5T Tov� V-50T"M evz QWV Relief Valve,Heat Trap/Water temp 110 Degrees Max. QL-R►J :R Garage Fireproofing Complete,Penetration Sealed H F�FN Nvbit icaib. Furnace In Separate Room/Protected Garage) -T-j-L-*A Light Ventilation per Room/Safety Glazing Attic Access 30"x 20Space �"►� `�pR� R�LtR� i x 30"(H)/Crawl 18"x 24" Final Electrical Site Plan/Variance Required Final Survey Plot Plan/Flood Plain Certification,if Req. As-built Septic System Layout Required Building/Apartment Number on Building or Drivewa Build Access All Sides by 20',Driveable Surface 20"Wide Okay To Issue Temp C/O or Permanent CO[circle one] Okay To Issue C/C Last printed 11/17/2003 9:13 A1111:\PamW\Bui1ding&Codes\Inspection Forms\MULTIPLE DWELLING.doc Framing/ Firestopping Inspection Report &A Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: o am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector s Initials: NAME: PERMIT#: LOCATION: INSPECT ON: -p TYPE OF STRUCTURE: Framing Y N 20A COMMENTS Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging l 7 Joist hangers R� Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 �6 i k 1 fV, Stairwells 36 in. or more t �N— Headroom 6 ft. 8 in. �?N -��1.� > Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %s 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 water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour s,, All/ Firestopping IJA, t-C 4/'CW* , �' L Penetration sealed 16 inch insulation in cavity min. X,cllv," ih�' �"/u r /J s✓t �"`� Garage Fire Separation JL �s Sees �,, ��- G,p �c,✓aJ House side %2 inch or 5/8 inch Type X � / Garage side 5/8 inch Type X i 3 GicR Ceiling/wall y Windows Habitable Space/Bedrooms 24 in. (H) 20 in.(W) 5.7 sf above/below grade 5.0 sf grade Framing / Firestopping Inspection Office No. (518) 761-8256 Date Inspection re ved- Queensbury Building&Code Enforcement Arrive: a in D rt: a 742 Bay Road, Queensbury,NY 12804 Inspector's Initials- NAME: f PERMIT LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS Framing -7 ccess 22"x 30"minimum Jack Studs I Headers Bracing/Bridging Joist hangers i—d-r�J I Z���� � �Lv� o F -00?_ Jack Posts/Main Beams Exterior sheeting nailed properly PLPt� 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. C Notches/Holes/Bearing Walls _�E?D -- Metal Strapping for Notches Top Plate 1 %z 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 water 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 %z inch 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 Framing / Firestopping Inspection Report Office No.(518) 761-8256 Date Inspection r rec ' e Queensbury Building&Code Enforcement Arrive: '. art: Ar� m/ 742 Bay Road, Queensbury,NY 12804 Inspector's Initia NAME: PERMIT#: r.-�" 9t LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Attic Access 22"x 30"minimum Jack Studs/Headers Bracing I 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/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/z 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 water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2,3,4 hour ` Firestopping Penetration sealed v 16 inch insulation in cavity min. �� Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms `o� 24 in. (H) 20 in.(W) 5.7 sf above/below grade 5.0 sf Eaqe "'-'/ -1--/ .Rough PlumbingJ1rn1ds0uat' i-on/0 nsp/ 6ection Report Office No. (518) 761-8256 Date Inspection request r iv. Queensbury Building & Code Enforcement Arrive: am m part: a� 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: r NAME: K&I PERMIT #: LOCATION: jLi' INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing J Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet Ichange of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air / Head r 15 minutes Insulation Residential Check/ Commercial Check perVe-nt, Attic Vent Duct J Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&CodeOnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing/Firestopping Inspection eport Office No.(518) 761-8256 Date Inspection eiv d: Queensbury Building&Code Enforcement Arrive: 2 a epart: am/ rn 742 Bay Road,Queensbury,NY 12804 Inspector's Ini NAME: I PERMIT#: LOCATION: - :VL-a; INSPECT ON: — TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Attic Access 22"x 30"minimum Jack Studs 1 Headers V741 Bracing/Bridging ✓/ A 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/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z 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 water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Z Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation .House side %z inch 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 Framing / Firestopping Inspection Report � 1 Office No.(518) 76I-8256 Date Inspection qu eive Queensbury Building&Code Enforcement Arrive: p a p� 742 Bay Road,Queensbury,NY 12804 Inspector's Initi Is: NAME: PERMIT#: 790 LOCATION: l INSPECT ON: TYPE OF STRUCTURE: ,•, Y N WA COMMENTS Framin Attic Access 22"x 30"minimum oe �Hi t\A Jack Studs f Headers . Bracing I Bridging Joist hangers tJJ�P�L < �� Jack Post�ain Beams Exterior sheeting nai 12"O.C. Headroom 6 ft. 8 in. —Q tA b 0 Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/a w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses C-C) V ^ Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour t \ irestopping� Pe ion sealed 16 inch insulation in cavity min. LjCAD Garage Fire Separationt'�--� House side % inch 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 f below grade 5.0 sf grade / G/ // z / r1U t4:Z>D/<�-/ ly 7 - el)L Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request Vd Queensbury Building &Code Enforcement Arrive: 2,1,-a m �p ar��7 742 Bay Road, Queensbury, NY 12804 Inspectors Initials: NAME: Q-bCE I /glN PERM #: LOCATION: !2 3 I 7i1TE FIE INSPECT ON: TYPE OF STRUCTURE: Y N A Rough Plumbing J Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet change of direction Pressure Test Drain Air qea5 P. or 10 ft. above hi hest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes Insulation Residential Check/ Commercial Check Proper Vent Attic Vent Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rdugh Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspetreuesteceiv Queensbury Building & Code Enforcement Arrive: D rt: �° m742 Bay Road, Queensbury, NY 12804 InspectNAME: : D�� L� LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air ad S. r 15 minutes Insulation Residential Check Commercial Check 1 -T-• ���a� nt Attic Vent Duct/ Hot Water Piping Insulation ®R� t If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape COMMENTS: &r-�i:m,A\t3G , v: \by M► LAPam Whiting\Building&CodesVnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing/ Firestopping Inspection Re ort Office No.(518)761-8256 Date In ction re est ei -- Queensbury Building&Code Enforcement Arrive:�'�-"�- — m party a m 742 Bay Road,Queensbury,NY 12804 Inspector's Initia 1001 NAME: - PERMIT#: S=- LOCATION: ma 2 , INSPECT ON: TYPE OF STRUCTURE: Framing Y N /A COMMENTS Attic Access 22"x 30"minimum Jack Studs/Headers Bracing I Bridging Joist hangers ��-- Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. uz-s --- Headroom 6 ft. 8 in. F- - Stairwells 36 in. or more �C.v C�lt� ��oM tip Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate A V2 1 w 1b gauge 8 16D nails each side Draft stopping 1,000 sq. ft.floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall — o Fire separation 1,2,3 hour Fire wall 2,3,4 hour NA irestopping� �� l�/� � Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms i 24 in. (H) 20 in.(W) 5.7 sf above/below grade 5.0 sf grade 00-hN &SD/V'-/ Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: do d am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: i NAME: PERMIT#: LOCATION: INSPECT ON: - 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. —7-Tralbrak for this purpose on site. Foundation/ allpour em orcenient in Place gar d F �s Footing Dowels or Keyway in place s;,,n,,. Foundation Dampproofmg Foundation 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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM w 06 Framing / Firestopping Inspection Report f Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: _':/-am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: � LOCATION: INSPECT ON: -- TYPE OF STRUCTURE: Y N N/A COMMENTS Framing 16 F Attic Access 22"x 30"minimum �J Jack Studs/Headers Bracing/Bridging ��,� Joist hangers J Jack Posts/Main Beams cr. Exterior sheeting nailed properly 12"O.C. of Headroom 6 ft. 8 in. Stairwells 36 in. or more S e, vf I h Q Pu✓ �- � �" Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/s w 16 gauLe 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1,2,3 hour Fire wall 2, 3,4 hour C�::Virestoppig enetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side'fz inch 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 -1nU1<N1--)U1i';( 11 - Z-0-61zo Roug Plumbing J Insulation Inspection Report Office No. (518) 761-8256 Date Inspection re r e —��_ > Queensbury Building &Code Enforcement Arrive: m m art: a 742 Bay Road, Queensbury, NY 12804 Inspectors Initi NAME: u 7L PE #: OS2- Z70 LOCATION; INS CT ON: 7 —20 TYPE OF STRUCTURE: Y N NIA Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet change of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes Insulation Residential Check Commercial Check V I Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If re uired unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whitinouilding&Codes\lnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 -- j w`- 4-1/NCJ U/-? / f _ /7 — U(0 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reques r —"� C7� Queensbury Building & Code Enforcement Arrive: a art: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initial P. NAME: Sud4e4 � PER #: iQ5 -� 7(0 LOCATION: . � INSPECT ON: 7-/ 7 --D4� TYPE OF STRUCTURE: Y N N/A �"�i�-'� NO Rough Plumbi Vt V - ent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet change of direction Pres . Test D ' ead � C � ;t 5 P. . . or 10 ft. above hi hest connection for 15 minutes Pressure Test Water Supply Piping Air / Head 50 P.S.I for 15 minutest , Insulation Residential Check Commercial Check T� Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&CodesUnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 f 11c yr _ l _ oci it V�' Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection requ ec ive Queensbury Building & Code Enforcement Arrive: � tD art: a 742 Bay Road, Queensbury, NY 12804 Inspector's Initia s NAME: L' : PERM #: 7 _ 7l'C� LOCATION: Rf- ` INSPECT ON: 7 - jt TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head for 15 minutes Insulati6n4 Residential Check Commercial Check 'Vmpef-ve-nt, Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\lnspection Fornm\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 2 1-Y � X/ O/JY � - 7 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspectiop reque r elv Queensbury Building & Code Enforcement Arrive: a m am/pm 742 Bay Road, Queensbury, NY 12804 Inspect is Initials. NAME: PER #: OS-- 2 ) LOCATION: INSP CT ON: -7 — --17—� TYPE OF STRUCTURE: Y N NIA Rough Plumbing / Nail Plates Plumbing Vent Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet]_change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air / Head 50 P.S.I for 15 minutes Insulation Residential Check Commercial Check r Vent Attic Vent Duct/ t Water Piping Insulation aired unheated spaces- Combustion Air Supply for Furnace Duct work sealed Properly I No duct tape COMMENTS: LAPam Whiting%uilding&Codes\lnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request v d• , Queensbury Building & Code Enforcement Arrive: -. C) a t: amXz� 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: I NAME: C D-ta �K)LJ PE MI #: _ZDE LOCATION: 2a\ P��I�T" !2�. INS CT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping it/ Head 50 P.S.I for 15 minutes Insulation Residential Check / Commercial Check Proper Vent Attic Vent ��fix' �T� Duct/ Hot Water Piping Insulation l6 If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 /V r l Rough plumbing / Insulation Inspection eport Office No. (518) 761-8256 Date InspeIreo* Queensbury Building &Code Enforcement Arrive: , art: 0= 742 Bay Road, Queensbury, NY 12804 InspectNAME: d T #: LOCATION: x1f. a INSPECT ON: 2 �,�- 0K5 TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Header �. 50 P.S.I for 15 minutes Insulation Residential Check/ Commercial Check Pnrea Vent Attic Vent o� .00 Dof Water Piping Insulation ���, ired unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct toe C>y COMMENTS: G L:\Pam Whiting\Building&CodesUnspection FormsiRough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 / - ,,5 /no Y - 3 - 06 Rough Plumbing Insulation Inspection Report Office No. (518) 761-8256 Date Inspe ion re u re i Queensbury Building &Code Enforcement Arrive: /p epart: i2 am/ 742 Bay Road, Queensbury, NY 12804 Inspector's Initi Is: NAME: v. PER #: Os-- LOCATION: c1 e INSPECT ON: — �-- TYPE OF STRUCTURE: Y N N/A Rou h Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet change of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping 2 Air / Head ll-� 50 P.S.I for 15 minutes LA V0 Insulation Residential Check/ Commercial Check P r Vent Attic Vent ' Duct/ t Water Piping Insulation re uir d unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape ✓" — COMMENTS: L:\Pam Whiting\Building&Codes\lnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report Office No.(518) 761-8256 Date Inspection r uest e' ed: Queensbury Building&Code Enforcement Arrive: f epart: �a pm 742 Bay Road,Queensbury,NY 12804 Inspector's Ini V NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N NIA COMMENTS Framing Attic Access 22"x 30"minimum 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/Holes/Bearing Walls V3 Metal Strapping for Notches Top Plate , 1 %2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses y� Anchor Bolts 6 ft. or less on center ���� \ Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed I 16 inch insulation in cavity min. Garage Fire Separation House side ''/z inch 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 i 5.0 sf grade Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reques ec i _ Queensbury Building & Code Enforcement Arrive: Z.--z4E�a m ep �3-'30 a pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initi s: NAME: OUDCL= PER #: LOCATION: aN�1 1 Km T, V--- iS INS CT ON: /o—7:�--a n TYPE OF STRUCTURE: Y N N/A Rough Plumbing Nail Plates Plumbing Vent / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes Insulation Residential Check/ Commercial Check Proper Vent Attic Vent Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air supply for Furnace Duct work sealed properly / No duct tape COMMENTS: Q ZND Fac-,F- v T© U�-ZpE Q 6 SAL Rv: U9'0 14%C1' tA�---TAL DUCT- (6_16- GE\ "CG 2)RT\-\Rbb A FAtJAJ tJ CArJ�J TEQ 'CET LAPam Whiting\Building&Codes\Inspection Forms'Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection rr , est i C� 2Queensbury Building &Code Enforcement Arrive: .* pm D part: am 742 Bay Road, Queensbury, NY 12804 Inspector's Initial NAME: T PER #: LOCATION: INSP CT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbingi Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head or 15 minutes Insulation kResidential Check Commercial Check ent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces t� Combustion Air Supply for Furnace Duct work sealed ro erl / No duct toe �� � -- COMMENTS: L:Tam Whiting\Building&Codeskinspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 4 ' Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Insp ction request received: (�J 2 1-06 Queensbury Building&Code Enforcement Arrive: am/pm . epart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: _7A PERMIT LOCATION: 3 7 INSPECT ON: - TYPE OF STRUCTURE: Y N N/A COMMENTS Framing ttic Access 22"x 30"minimum ��/ Jack Studs/Headers 1 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/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/x(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 water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping IdZ�L p ti C✓AtS 4.) C�,G.Jl1`B✓' Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side % inch 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 06-TRURs b�ly YKOR N. Framing / Firestopping Inspection Report Office No.(518) 761-8256 Date Insp ion request received: — Z/ " C� Queensbury Building&Code Enforcement Arrive: am/pm epart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector s Initials: NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N NIA COMMENTS Framing ct� . �� cra _ Attic Access 22"x 30"minimum Jack Studs/Headersn Bracing/Bridging dl r Joist hangers j N4 RAJ 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/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 i i Iee and water shield 24 inches from wall Fire separation 1, 2, 3 hour F' 4 hour Firestopping Penetration sealed 1 16 inch insulation in cavity min. Garage Fire Separation House side %inch 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 2 M;4� P7 -cG Framing / Firestopping Inspection Report Office No.(518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: dj W am/p epart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: 3;r\. t�irb�T PERMIT#: 0,5 7�6 LOCATION: 9, INSPECT ON: TYPE OF STRUCTURE: Y N /A Framing COMMENTS -Arc ess 22"x 30"minimum Ufa 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/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 w) 16 au a(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft.or less on center i Ice and water shield 24 inches from wall Fire separation 1,2,3 hour Fire wall 2, 3,4 hour J i Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %inch 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 J 5.0 sf grade Rough Plumbing f Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/p��art: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME:_ -P6,:,6-T PERMIT #: C)5 LOCATION: t2-y- `� INSPECT ON: � TYPE OF STRUCTURE: % Y N N/A u Nail Plates Vxptd 6&p&, Plumbin Vent / Vents in Place _ 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction P in / Vent it Head P J. or 10 ft. above highest connection for 15 minutes Water Supply Piping Air/ Head 50 P.S.I for 15 minutes Insulation Residential Check/ Commercial Check Proper Vent Attic Vent Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS; LAPam Whiting\Building&CodeAnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing/ Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p epart: ani/pin 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: `� .L— 1 1'� PERMIT#: S 7SC� LOCATION: — INSPECT ON: G'6 TYPE OF STRUCTU Framing Y N N/A COMMENTS Attic Access 22"x 30"minimum 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/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/z 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 water shield 24 inches from wall Fire separation 1,2, 3 hour Fire wall 2,3,4 hour Or Firestopping Penetration sealed 16 inch insulation in cavity min. Gt _ Garage Fire Separation " ' t��( `� S House side11/z inch or 5/8 inch Type X 1., Garage side 5/8 inch Type X ��_ �4 L Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) �lf in. (W)5. 5.7 sf above/below grade 5.0 sf grade 3 TNI-� Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm �art: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: GC' - r PERMIT #: S ^� LOCATION: S T t= /Z: INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. LiumbingVent/Vents in Place Nail Plates 1 % inch min.Drain Size Washing Machine Drain 2 inch min. u Ply Test brain an its 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/ change of direction A x� lg Cooper Commercial Cooper, CPVC,Pex One and Two-Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed proper! /No duct tape COMMENTS: L:\SueHemingway\Building.Codes.lnspection.FORMS\Rough Plumbing Insulation Report.doc November l7,2003 (C)--1 d /DVL-- Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection re uest received: � i� C)� Queensbury Building & Code Enforcement Arrive: ffam/pm Depa am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: `�� — PERMIT #: LOCATION: UTZ L INSPECT ON: Cv I v TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum )�, �/ Cleanout eve 100 feet / change of direction " ' Pressure Test L ctic{Ve Drain / Vent Air / Head / 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes J <l owt� C��r/c, Insulation / Residential Check/ Commercial Check Proper Vent Attic Vent Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&CodesUnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: vl am/pm epart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: -----�ct4's Nil — PERMIT#: Qf— G 0 LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N Framing N/A 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/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 V7 Penetration sealed 16 inch insulation in cavity min. cr Garage Fire Separation House side %2 inch 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 LASueHerningway\13ui1ding.Codcs,Inspection.FORMSTraming Firestopping Inspection Report.doc January 28,2003 3120 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: Tam/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: Vw NAME: PERMIT #: LOCATION: V INSPECT ON: Y TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron,Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place I / Rough Plumbing/Nail Plates 1 % inch min.Drain Size Washing Machine Drain 2 inch min. Q� Head or Air Supply Test f r �,j,. Drain and Vents 5 PSI or 10 feet above highest ^�� connection for 15 minutes Cleanout every 100 feet/change of direction F� Water Supply Piping Cooper Commercial Cooper,CPVC,Pex One and Two-Famil Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: LASueHemingway\Buiiding.Codes.Inspection.FORM S\Rough Plumbing Insulation Report.doc November 17,2003 Foundation Inspection Report Office No. (518)761-8256 Date Ins ction t ei e_ Queensbury Building&Code Enforcement Arrive: m Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's NAME: T#: LOCATION: SPELT ON: TYPE OF STRUCTURE: Comments Y N N/A <5-10 Foo ' s iers � 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 CAR-- F t� Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump � 1 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:\Building&Codes Forms\Building&Codes\Inspection Forms\FDUmbtion Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Framing / Firestopping Inspection Report f: Office No. (518) 761-8256 Date In ecti n re eive lU d- Queensbury Building&Code Enforcement Arrive: I/ m/ De 742 Bay Road, Queensbury,NY 12804 Inspector's Ini NAME: ALehai /fir PERMIT#: LOCATION: INSPECT ON: Y' t TYPE OF STRUCTURE: T MA Cl YU Sr Y N N/A "� Framing CMMENTS Attic Access 22"x 30"minimum 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/Holes/Bearing Walls Metal Strapping-far Notches'fop I late 1 '/z w 16 gauge 8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center ce and water 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 %inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilin 'waii Windows Habitable Space/Bedrooms f 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Framing / Firestopping Inspection Report Office No.(518) 761-8256 Date Inspection r uest ei Queensbury Building&Code Enforcement Arrive: a art: '. a m 742 Bay Road,Queensbury,NY 12804 Inspector's Inlia l r r NAME: PERMIT#: ( -' LOCATION: INSPECT ON: — -- TYPE OF STRUCTURE: , . Framing Y N N/A COMMENTS Attic Access 22"x 30"minimum �uSZ� Jack Studs/Headers LA 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/Holes/Bearing Walls Metal Strapping for Notches Top Plate i 1 %z w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses r Anchor olts 6 ft. or less on center a d wZr shi d 24 inches from wall Fire separatio 1,2,3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %z inch 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 Foundation Ins ection Report p ��. i Office No. (518) 761-8256 Date Inspection re ue ei ed: Queensbury Building&Code Enforcement Arrive: m Depart: {_ in 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: _ NAME: _ P RMIT#: �.S - ! 0 LOCATION: I"JK( SPECT ON: Lam! Cl TYPE OF STRUCTURE: Comments N N/A Footings Piers onolithic Slab s e m e orcement in lac 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 v, 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,lnspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection!uesIT e Queensbury Building&Code Enforcement Arrive: 0I Depart: a 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi NAME: u G` �N l\-J RM #: 7-065-� LOCATION: INSPECT ON: G' (10 TYPE OF STRUCTURE: NJ 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 t ` Foundation Dampproofmg e 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 r Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 Foundation inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: i .L� am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: �_ NAME: e-- C: PERMIT#: 0 LOCATION: INSPECT ON: TYPE OF STRUCTURE: Gam, t Comments Y N N/A "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 u se on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation 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 Pfrunbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspectia t Queensbury Building&Code Enforcement Arrive: f Depart: h 742 Bay Rd.,Queensbury,NY 12804 Inspector's Im NAME: 1 �' T#: LOCATION: SPECT ON: TYPE OF STRUCTURE: V�� Comments Y N NIA Footings —^ Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of to oncrete. erials for this se on site. t oundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation 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:\Building&Codes Forms\Building&Codes\Inspection('-arms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM FA Foundation Inspection Report Office No. (518) 761-8256 Date Ins�e�jt�onuest r ived: U Queensbury Building&Code Enforcement Arrive: m/ epart:742 Bay Rd., Queensbury,NY 12804 Inspectors :NAME: U � t� ERMIT#: C/9 LOCATION: " INSPECT ON: O l TYPE OF STRUCTURE: Comments Y N N/A c-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 Dampproofmg/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.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No.(518)761-8256 Date Ins_ tion r st v Queensbury Building&Code Enforcement Arrive: Depart: t `' 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi s NAME: C P RMIT#: LOCATION: INSPECT ON: 1 TYPE OF STRUCTURE: Comments C) Y N N/A Piers Monolithic Slab �7 Reinforcement in Place Zi �Z' x,.� 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 Footing Dowels or Keyway in place Foundation Dampproofmg Foundation 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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM ZA / Foundation Inspection Report 7VOffice No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: , t an/pm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: ��" 790 LOCATION: W INSPECT ON: � TYPE OF STRUCTURE: Comments V N NIA 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 Dampproofmg/Waterproofing i•- 1 /� �x�� t Footing Drain Daylight or Sump is C411 k /'.Q,*h S, &# Footing Drain Stone: �/ 0 � 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.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 i � c;) Foundation Inspection Report Office No. (518)761-8256 Date Inspection r uest ec iv Queensbury Building&Code Enforcement Arrive: ' p Depart: a 742 Bay Rd., Queensbury,NY 12804 Inspector's Init r , ' , )S � NAME: f'"' IT#: LOCATION: 31 SPECT ON: TYPE OF STRUCTURE: _ Comments noting 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. LASueHemingway\Building.Codes.InspectionTORMSWoundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 76 1-8256 Date Inspection re est r eve <-� � �' Queensbury Building&Code Enforcement Arrive: A ep rt. a�C.�! 742 Bay Rd., Queensbury, NY 12804 Inspector's Initia . NAME: L� 1v— PERMIT#: e` C�� LOCATION: {� INSPECT ON: G� TYPE OF STRUCTURE: Comments l — — — . Y N N/A .0 _ Foote Piers .monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placementrT� - 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 b inches above footing 6 mil poly for wet areas under slab Backfill Approval V Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. I,:\SueHerr ngway\Building.C'odes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection r quest received: tV Queensbury Building&Code Enforcement Arrive: pn� Depart: a in 742 Bay Rd.,Queensbury,NY 12804 Inspector's+Ini als: NAME: � � I ---PNf IQ PERMIT#: LOCATION: S 7-M INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A ootings 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 Dampproofmg Foundation/Waterproofing Type of Dampproofmg/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. Framing / Firestopping Inspection Report Ji Office No. (518) 761-8256 Date Inspection re es ei d: Queensbury Building&Code Enforcement Arrive: epart: - Cam 742 Bay Road,Queensbury,NY 12804 Inspector's Init I NAME: t� PERMIT#: LOCATION: G 'STD q INSPECT ON: TYPE OF STRUCTURE: F—RL IDl_OG Y N N/A COMMENTS Framing Attic Access 22"x 30"minimum t-Z-- E)L%b-r1 � �G Jack Studs/Headers ( PVE 0 -T b -F VA F b��aRV"E-�, Bracing/Bridging Joist hangers Mo�, r 0`1)PFC D Jack Posts/Main Beams IF(7P\ l]�1-� (� Exterior sheeting nailed properly 12"O.C. �� Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %s 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 water 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 %2 inch 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 Foundation Inspection Report Office No.(518)761-8256 Date Inspection r e e _ Queensbury Building&Code Enforcement Arrive:Zr Depart: p � 742 Bay Rd.,Queensbury,NY 12804 Inspector's Init F NAME: PERMIT#: r LOCATION: INSPECT ON: 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 a concrete. aterials for this se on site. oundation/Wallpour t, enforcement in Place r1c;a ail c] V �4A Footing Dowels or Keyway in place Foundation Dampproofing Foundation 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 folding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Ins tin u ve--4-/ r Queensbury Building&Code Enforcement Arrive: m depart: m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials -` NAME: ,PERMIT#: 6— LOCATION: `$VSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A )� J Foot gs '\ r 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 Footing Dowels or Keyway in place Foundation Dampproofmg Foundation 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:\801ding&Codes Forms\Building&Codes\Inspection Forms\Foundaiion Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No. (518) 761-8256 Date his Inspection re qu r ived Queensbury Building&Code Enforcement An•ive: in Depart: a 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia NAME: _ GLID C, PERMIT#: ZQC6- LOCATION: _ INSPECT ON: TYPE OF STRUCTURE: Comments _----_------- `— Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for C-AL' VA—=\O k CQ providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose o_n site. _ Foundation/Wallpour k),)f}1�5y PwLAv�sv\c- Reinforcement in Place Foundation Dampproofing 0 Foundation/Waterproofing Type of Dampproofing i Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: _ 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfrll Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHctningway\Bui Win g.Codes.Inspection.FORMSV'oundation Inspection Report.doe January 28,2003 i CG Foundation Inspection Report J a Office No. (518)761-8256 Date Inspection r uest r ce' d � Queensbury Building&Code Enforcement Arrive: m/pm Depart: m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia NAME: RMIT#: 0-7- 770 LOCATION: INSPECT ON: TYPE OF STRUCTURE: LQ.&151V Ocir e-A F/b Comments Y N N/A a ootings ••�� Piers Monolithic Slab Reinforcement in Place The contractor is responsible for 1 providing protection from freezing for 48 hours following the placement the concrete.M � t Materials for this purpose on site. Foundation/Wallpour R inforcement in Place Foundation Dampproofing Foundation/Waterproofing m Type of Dampproofing/Waterproofing 3 Footing Drain Daylight or Sump Footing Drain Stone: OV- 12 inch width \ 6 inches above footing 6 mil poly for wet areas under slab 1 I Backfill Approval !/f 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.doc January 28,2003 Ni� � i �� - 4'1 Foundation Inspection Report Office No. (518)761-8256 Date Inspection r St i d: Queensbury Building&Code Enforcement Arrive: Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi s: NAME: PERMIT LOCATION: ` INSPECT ON: P / — p TYPE OF STRUCTURE: Comments Footings Y N N/A �5 Piers or 4\, Monolithic Stab +� Reinforcement in Place __ The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. M95i6als for this purpose on site. F dation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backf ll Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Cafes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report doc Last printed 12/20/2005 9:24:00 AM /0 Aw�,- Foundation Inspection Report Office No. 518 761-8256 Date In ection r st r ive "` Queensbury Building&Code Enforcement Arrive: Depart: 742 Bay Rd., Queensbury, NY 12804 Inspector's Initi NAME. — 60� X,-- � N N RMIT#: l LOCATION: CI KS; AT 2 INSPECT ON: TYPE OF STRUCTURE f M2-V oM \,)\" Comments ootings - Piers G F JJA)(� WDEV,. Monolithic Slab RR Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement ptr �- '-V-05T I iL of the concrete. j Materials for this purpose on site. C K) Foundation/Wallpour _ .t) ``�� �� T.Y, Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Lou V-� � p Type of Dampproofing/Waterproofing O Footing Drain Daylight or Sump Footing Drain Stone: '� A��-- �� a 12 inch width 6 inches above footing 1 � - 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab c 1 PVC/Cast/Copper Foundation Insulation Interior/Exterior �\ R- _ Rough Grade 6 inch drop within 10 ft. L:iSueHemingway\Buisding.Codes.Inspection.FORMSUbundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspectioe- T 1 Queensbury Building&Code Enforcement Arrive: epart: a 742 Bay Rd., Queensbury, NY 12804 Inspector's IniNAME: '' �� LOCATION: - ( INSPECT ON: TYPE OF STRUCTURE: Tf Comments N N/A Piers Monolithic Slab-- Reinforcement -n 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/Wall.pour 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. I,ASueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 CONTRACTOR'S MATEPIAL & TEST CERTIFICATE FOR ABOVEGROUND PIPING PROCEDURE Upon completion of work,inspection and teens shad be made by the contractors representative and witnessed by an owner's representative. All defects snail be corrected and system left in service before contractors personnel finally leave job. A certificate shad be filed out and signed by both representatives. Copies shall be prepared for approving authorities,owners and contractor. It is understood 7e owners representative's signature in no way prejudices any claim against contractor fcr faulty material,poor workmanship or failure to comply with approving authority's requirements or local ordinances. PROPERTY NAME: DATE: '2Eb Mee,OF 1 t`11..! OCp PROPERTY ADDRESS: q 3 I "ROUTE q E EN z'BLJ z.Y W .Y. ACCEPTED BY APPROVING iU (HO I I (N AAM ) QUeF' ADDRESS PLANS -74Z. ROAb U 1Q•Y' IN ALL.A 1 N CONFORMS TO A tPLANS KY ES N EQUIPMENT USED IS APPROVED 1,1 YES I NO IF NO,EXPLAIN DEVIATIONS HAS PERSON IN CHARGE OF IfiREQUI M N tN INSTRUCTED AS TO LOCATION _ OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? Y S 13NO IF NO,EXPLAIN INSTRUCTIONS HAVE COPIES O THE OLL WIN BEEN LEFT ON THT PREMISES. V PY S :N 1.SYSTEM COMPONENTS INSTRUCTIONS ES ;NO 2.CARE AND MAINTENANCE INSTRUCTIONS ES :NO 3 NFPA25 ES NO LOCATION OF SYSTEM SUPPLIES BUILDINGS F-TZOi J U t Ltd N G1 MAKE MODEL YEAR OF ORIFICE QUANTITY TEMPERATURE MANUFACTURE SIZE RATING 1 00(e %Z'e 3Z 1,550 SPRINKLERS &EUkUE —FIFMASW 2,004o vz. 14 t 5o L E F 1Z 00(. `7/14: 44 ISSID LI BI.E A M441 'ZOO co I We" 5l ( Isis 1. b-&LE Iftit PEWI Z OO to I vt as 2 PIPE AND Type cfPipe fie} PVC 'PIPE �.+r FITTINGS Type of Fittings C A�C Fll'TIWa p " MAXIMUM TIME TO OPERATE ALARM ALARM DEVICE THROUGH TEST CONNECTION VALVE TYPE MAKE MODEL MIN SEC OR FLOW FLOW SW Et ECMIC,I VSC INDICATOR DRY VALVE Q.O.D. MAKt MODEL SERIAL NO. MAKE MODE S NO DRY PIPE TIME TO TRIP TIME WATER ALARM THRU TEST WATER AIR TRIP REACHED OPERATED OPERATING CONNECTION PRESSURE PRES PRESSURE TEST OUTLET PROPERLY Mll SEC ( PSI P° PSI MIN I SEC lI YES I NO TEST a o u' QOD ON o PNEUMATIC c ELECTRIC o HYDRAULIC YES -NJ CETECTiNG MEDIA SUPERVISE'; DOES VALVE OPERATE FRCM Ti! TRIP ANCfOR REMOTE CONTROL STATIONS: c YcS c NO DELUGE gs IS THERE AN ACCESSIBLE FACILITY IN EACH Cli- cOR TESTING? IF N: c YES 77!f ONO PREACTION GOES EAC OPERATE OCES EA UIT MAXIMUM TIME TO yti ,'JEw Ar"r 2 MODEL L�ER`ASi()N LOSS ALARM j GPERATE VALVE r�cLEA t PE.RATE RE,EASc YES NO YES NO MIN. SEC. TEST HYDROSTATIC:Hydrostatic testa shalt be made at not less than 2W psi(13.6 bars)for two hours or 50 psi(3.4 bars)above static pressure in excess of 150 psi(10.2 bars)for two hours.ORlerential dry pipe valve clappers shall be left open during test to prevent darnage.All aboveground piping leakage shall be stopped. DESCRIPTION PNEUMATIC:Establish 40 psi(2.7 bats)air pressure and measure drop which shall not exceed 1 if2 psi(0.1 bars)in 24 hours.Test pressure tanks at normal water level and air pressure and measure air pressure drop which shall act exceed 1 12 psi(0.1 bars)in 24 hours. ALL PIPING HYDROSTATICALLY TESTED AT Zj=- PSI FOR ^HRS. iF NO,STATE REASON: DRY PIPING PNEUMATICALLY TESTED o YES 1/S`JO EQUIPMENT OPERATES PROPERLY vfES o NO DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT ADDITIVES AND CORROSIVE CHEMICALS.SODIUM SILICATE OR DER)VAT;VES OF SODIUM SILICATE,BRINE OR OTHER CORROSIVE CHEMICALS WERE NOT USED FOR TESTING SYSTEMS OR TESTS STOPPING LEAKS? DYES o NO DRAIN READING OF GAGE LOCATED NEAR WATER RESIDUAL PRESSURE WITH VALVE IN TEST TEST I SUPPLY TEST CONNECTION: PSI CONNECTION OPEN WIDE PSI UNDERGROUND MAINS AND LEAD IN CONNECTIONS TO SYSTEM RISERS FLUSHED BEFORE CONNECTION MADE TO SPRINKLER PIPING VERIFIED BY COPY OF THE U FORM NO 858 o YES VNO OTHER, EXPLAIN: FLUSHED BY INSTALLER OF UNDER- GROUND SPRINKLER PIPING tZ S o NO BLANK TESTING INUMBER USED LOCATION NUMBER REMOVED GASKETS WELDED PIPING YES NO IF YES... CO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY . WITH THE REQUIREMENTS OF AT LEAST AvJS B 2.17 YES NO DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN WELDING COMPLIANCE WITH T'iE REQUIREMENTS CF AT LEAST AWS B 2.1'? YE S NO CC YCU CERTIFY T HA?WELDING WAS CARRIED GUT IN COMPLIANCE WITH A DOCUMENTED QUAD!-Y CGNTRCL PROCEDURE TO ENSURE THAT ALL DISCS ARE RETRIEVED,THAT OPENINGS!N PIPING ARE SMOOTH,THAT SLAG AND OTHER WELDING RESIDUE ARE REMCVED AND THAT THE INTERNAL CIA,`rtETERS OF P!P!NG ARE NOT GENE-R,%7_::D _ YES ;NO CUTOUTS I00 YOU CERTIFY THAT YOU HAVE A CON T RCL FEATURE TO ENSURE THAT ALL / (DISCS) CUTOUTS(DISCS)AR=_RETR!EVED7 �rFs NO HYDRAULIC NAME PILATE PPCVICED IF^!O.EXPL4.IN: DATA NAMEPLATE d/ES No OAT_LEFT IN SERVICE WITH ALL CCNTRCL'v'AWES OPEN: \ REMARKS C8M Or 20Q � , NAME CF SPRINKLER CCN'RA.CTG is SIGNACT URES „P ,'RA�;TCR(S;G`i ' ADCIT;C`!AL EYPL.3NA7;C'I.?!C vCT_-: CONTRACTOR'S MATERIAL a TEST CERTIFICATE FOR ABOVEGROUND PIPING PROCEDURE Upon completion of work,inspection and Lasts shag be made by the contractor's represent mve and witnessed by an owners representative. Al defects shall be corrected and system left in service before contractor's personnel finally leave job. A certificate shall be filled out and signed by both representatives. Copies shag be prepared for approving authorities,owners and cont-actcr. It is understood the owner's representatrve's signature m no way prejudices any claim against contractor for faulty material,poor workmanship or failure to comply with approving authority's requirements or local ordinances. PROPERTY NAME. DATE: R Eb 1Z00 F (0(a PROPERTY ADDRESS: lq3t ACCEPTED APPROVING U FHORITiES(NAMES) 0LJr=r:&J=UzyUtz 1K1 tUE PLANS —14 Z 1 ►Y ZOkD vj .Y. IN ALLA I N N F 0 R MS TO AC C E P I c D F LAN.5 KYES ;N EQUIPMENT USED IS APPROVED KY ES I;NO IF NO,EXPLAIN DEVIATIONS HAS PERSON IN CHARGE 01:FIREQUI M N i BEEN INSTRUCTED AS TO LOCATiON OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? Y S ;N IF NO,EXPLAIN INSTRUCTIONS HAVE COP18S OF:THE POLLOWINGBEEN LEFT ON rHE PREMISES WYES N 1.SYSTEM COMPONENTS INSTRUCTIONS VIYES NO 2.CARE AND MAINTENANCE INSTRUCTIONS jKES NO 3.NFPA 25 YES NO LOCATION T� OF SYSTEM SUPPLIES BUILDINGS E Ab:e MAKE MODEL YEAR OF ORIFICE QUANTITY TEMPERATURE MANUFACTURE SIZE RATING ELIMI FIM49 Ux:)o(e `T/1 " t0 I I 0 SPRINKLERS F O0 3/ N o I I PIPE AND Typeof Pipe C�VC P t�iG FITTINGS Type of Fittings Ct::Ov c {". 1 MAXIMUM TIME TO OPERATE ALARM ALARM DEVICE THROUGH TEST CONNECTION VALVE TYPE MAKE MODEL j MIN I SEC OR FLOW Mrm4 ysit - SF INDICATOR DRY VALVE Q.O.D. MAK MODEL SERIAL NO. MAKE MOCE S NO DRY PIPE TIME TO TRIP ME WATER ALARM THRU TEST WATER �eRES TRIP REACHE^ OPERATED OPERATING CONNECTION PRESSURE PRESSURE TEST OUTLET PROPERLY bL'I SEC PSI PS PSI V;N S 2 C YES I VC TEST VVRt•out I I I QQD I f f,i�D I LIF,N0. EXP' o PNEUMATIC o ELECTRIC o HYDRAULIC PIPING SUPEP'. =YZL SLPER11,{" - h0 DOES VALVE OPERATE FROM T} TRIP ANDJOR REMOTE CONTROL STATIONS: YES a No DELUGE c IS THERE AN ACCESSIBLE FACILITY IN EACH Cl OR TESTING? IF N N: o YES o NO - PREACTION DOES EACH OPERATE DOES EA IT MAXIMUM TIME TO VALVES MAKE MODEL ERVISION LOSS ALARMI OPERATE VALVE RELEAS ERATE RELEASE YES NO YES NO MIN. SEC. Ll---- I J- TEST HYDROSTATIC:Hydrostatic tests shad be made at not less than 20C psi(13.6 bars)for two ham or 50 psi(3.4 bars)above static pressure in excess of 150 psi(10.2 bars)for two hours.Differential dry pips valve clappers shad be left open during test b prevent damage.Ad aboveground piping leakage shad be stopped. DESCRIPTION PNEUMATIC:Establish 40 psi(2.7 bars)air pressure and measure drop which shall not exceed 1 12 psi(0.1 bars)in 24 hours.Test pressure tanks at normal water level and air pressure and reasure air pressure drop which shall not exceed 1 12 psi(0.1 bars)in 24 hours. ALL PIPING HYDROSTATICALLY TESTED AT T PSI FOR Z_HRS. IF NO,STATE REASON: DRY PIPING PNEUMATICALLY TESTED a YES VNO EQUIPMENT OPERATES PROPERLY WOS ES a NO DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT ADDITIVES AND CORROSIVE CHEMICALS,SODIUM SILICATE OR DERIVATIVES OF SODIUM SILICATE,BRINE OR OTHER CORROSIVE CHEMICALS WERE NOT USED FOR TESTING SYSTEMS OR TESTS STOPPING LEAKS? Vt ES o NO DRAIN READING OF GAGE LOCATED NEAR WATER RESIDUAL PRESSURE WITH VALVE IN TEST TEST SUPPLY TEST CON IECTiON: FSI CONNECTiGN OPEN WIDE 5V PSI UNDERGROUND MAINS AND LEAD IN CONNECTIONS TO SYSTEM RISERS FLUSHED BEFORE CONNECTION MADE TO SPRINKLER PIPING VERIFIED BY COPY OF THE U FORM NC.85 o YES �ItiO OTHER: EXPLAIN: FLUSHED BY INSTALLER OF UNDER- GROUND SPRINKLER PIPING 004ES o NO BLANK TESTING NUMBER USED LOCATIONS NUiN18ER REMOVED GASKETS WELDED PIPING YES NG IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST ANDS B 2.1? YES NO DO YOU CERTIFY THAT THE WELDING WAS PERFORMED EY WELDERS QUALIFIED IN WELDING COMPLIANCE VV%ITH THE REQUIREMENTS OF AT LEAS-AWs S 2 1, YES NO CO YOU CERTIFY THAT VVELCING VIAZ CAF RIED OUT IN CGMPUiANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO ENSURE THAT ALL DISCS ARE RETRIEVED.THAT OPENINGS 1N PIF!NG ARE SMOOTH,THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED ANC THAT THE INTERNAL DIANIETERS OF 'PIPING? E NOT PENETRATES _ YES NO CUTOUTS DO YOU CERTIFY THAT YOU HAVE A CONTROL FEATURE TO ENSURE THAT ALL �/ DISCS CUTOUTS(DISCS)ARE RETRIEVED-, V ES NO HYDRAULIC NAME PLAT;PRGVIDEC, IF NO, EXPLAIN DATA NAMEPLATE /as ;NO DATE LEFT IN SERVICE WITH i ALL CONTROL VALVES OPEN: REMARKS I'�AME OF SPRINKLER CONTRACTOR: ebw' K3� 3. M47ff14ew s _ tic . 31C i.tiTL:RES �— TESTS',AiITNE SEDGY: IFOPI ..CPR !O' PIER(S;GNEC) TITLE. 'CTES: