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2004-490 x w GRou� BH New Home Builders O n WA N z wILI � 4 _ CI a o �� o a o00 oo�r as as 000000�-�I � 000000�� 0 El oacao0cc.1a I z � w w � FRONT ELEVATION RI �sNT SIDE 0 z � a 00 W IL U This stamp must appear in I if this stamp is not is an illegal copy- Y Q cn egal COPY from w I ve Concepts. U Q d z o y Q Q -M ? U to LU m ~ ` Q W 1 I TOW1 OF QUEENSBURY BUILDING DEPARTMENT LEFT SIDE Based ce witl+fiai{�mments shah REAR ELEVATION o ion —. nCot� conshued as indicatin the plans and speaflcab°t1S are m fullELEVATIONS NOTICE oc liiance with the Building Codes Of New Yak State. SMOKE DETECTORS ARE REQUIRED IN BEDROOMS, ADJACENT TO BEDROOMS,AND ON EACH FLOOR LEVEL, INCLUDING CELLAR OR BASEMENT.ALL SMOKEEnw o DETECTORS SHALL BE INTERCONNECTED ON ALL LEVELS. � . ALL SI'VIOK" DETECTORS MUST BE BATTERY BACKUP. CARBON MONOXIDE DETECTOR REQUIRED OUTSIDE { LOWEST SLEEPING LEVEL TO 2 ?p04 NOTICE FOAM INSULATION MUST BE COVERED T '1'Ji'�t �U BY A 15 MINUTE THERMAL BARRIER CEN BUILDING & C NOTICE REVIEWED BY K,RAFT PAPER INSULATION MUST BE DATE I ItILE COPY r,-"�LRI D BY NON-COMBUSTIBLE BARN MP9 1 ^II 20 1--511 1 ^II pl 011 1 ^11 20'-0" 10 '' v n d D d v ♦♦ Q 4 p ���----- �_--__---- ♦ ♦ 1 ill � � ♦ � _r D� "A ♦ o i C14 rinl ' • � • ♦' � 1 IIII - - ; ° , 1 • ; _ GROUP loll GONG. PERS 10 F- 11 ° ; MIN, 48" BEL OW G I nii� i c ; R BSMT. UNITS ; 1 _ u u♦Q ' 1 x 1 O , IIII )( 1 I I I I tv 1 n , Q New Home Builders IIII t , IIII'♦ 1 , - 1 1 IIII 1 • ; ' II II • I 1 =n , un IIII 1 ° 1 , • , i ---------------------------------------- ---- ---- « --- --' i — -—- W10x11STEEL B M ; ; •� °° i___ _______________________________ _____• 1 ° 1 O P.T. 2x6 DECK 1 v 1 ' 1 JOISTS • 16" O.G. z Q z CELLAR ' > Q _ ---- _ 4" GONG. SLAB WITH �_ _ ; Q LU Q� i a i MINIMUM COMPRESSION (� ,•a ; 0 a Q STRENGTH OF 3,000 P.S.I. 1 1 I X N 1 1 1 4 1 1 e 1 •-----+ O 1 1 1 . 1 1 I I � a � X 12'-4i4" 81-6 121-9111 ; O r11 ^11 1 ►-' -------- ------------------------------------------------ r _� ; I I I t I , '� - , ' •' d D ' d • � � • •' •' d D ' d • D � • ,' ,' d D d D � ••ta I a l WIOxll STEEL BEAM i i ^ i i 1 ° ►-------------------------------------------------------+ I O s-s 4" IA. GONG. FILLED STL�- ~'- � HARE' a11RED AND • ' — � 1 1 I I 1 1 � [` � 1 ' 1 1 1 P STS OVER 16"x32"x32" 1 1 t 1 J 1 t Y- I I t 1 LL ® F INTERCONNECTED to I a ' ' ' U- 1 ONCRETE FOOTINGS - Q 1 1 ° ' tll 1 t J I I 1 1 SMOKE DETECTORS �_ I 1 I D 1 — O =/] c 1 Off 11 ,4 _ 1 n 1 I 1 '� i 1 (v W/ BATTERY BACKUP 1 t 1 1 Q Z =x V -% )( i e i i a i OO w CLOSED RISER TYPE &T,lIQS �Q I p l I n l O „> > --------- WITH HANDRAILS AND 4 ;ARDS _ i i ; ; U ►--a a ic! w --------- TO COMPLY WITH GOD;" ------ SECTIO146 R314, R315, r";f % R31(o = 1 , 1 a1 1 1 1 1 WIOxll STEEL BEAM ; - -'-- '--- W!Ox22 STEEL BEAM 1 t -1- - -- - 04 - — - — - - - -+' - - I -I -�- - - - -'— - --- - -'--- - -- - 1 1 I p 1 Q 1 1 1 ---I- -'--- I 1 n 1 t 1 = N c!� I I I I 1 1 UNEXCAVATED 1 M r in U t 1 ' --'- '--- mLU -__ O TW emP - tam is not U I • 1 „ ---- ---- 4" CONC. SLAB WITH ' - 12 if thy► _ — �v , __ MINIMUM COMPRESSION RE©� �`' is n 11epi COPY' Q N Zin i • STRENGTH OF 3,500 P.S.I. R� hISLeg, 8 �' OPT rom ' Y Q O i i CLOSED ---- ---- 2x4 WALLS IUITH ; ° ; 1 n g C j $. • z U 41 iv ---- ---- - 1 1 _ 2 1 1 I I = SHEETROCK TO ; ' ; �jQBtiV� n (♦1 W °' ' ° ' Q STAIRS ' ' 1 N ENCLOSE STAIRS Sy 1 ' 1 I , cp 1 1 � 11 11 � IL IL x Qi 1 1 , 1 •' 1 I p 1 � r 1 I p I t I I O O 1 to I 1 1 La I a l It II O 1 1 W 1 • 1 11 (L 11 1 0 1 m 1 •'Q I �l 1 0 l N 11 � 11 N 1 1 Q z ' ' Q t o ' 1 1 1 1 it 1 � ► � 1 1 1 1 , , 1 1 t p 1 ♦�. ~ 1 I WlOx11 STEEL BEAM -�T--"------11-- -- - ---- n' o � • n' o n' , 1 1 '�` � 1 1 � 1 • 1 1 ° 1 1 D 1 _ W 4" CONC. SLAB WITH 1 i ct) _ � z N i D ; MINIMUM COMPREE-•510N STRITIGTH OF 3,500 P.S. ' i DROP TOP OF WALLS 12" Q FOR DOORS ABOVE ; 1 — 1 4 1 z 1 1 .----------------------------- ------' 1 C - v . . v p v 1 1 t 1 1 r------ ----- ---- --------• , f♦ � O 0 I , ,• 1 Q 1 o o v 0 v o � 0 1 1 D 1 lWi •-------------------------- ----------------------------� 1 ----------------- --.---- t ° � n '� •� d p d v Q .a ; O u O Q Q ; Q i e ;------- ' p•' o o • ' 1 .----------------------+ ' 1 ° 1 t • ; >� o ,x ; e ; — ; ' ; _ • ------------------------------------------------------------- • FOUNDATION 1 1 - 1 � 1 O �- f" - 1 • 1 1 � 1 O I 1 1 ° 1 - 1 • 1 1 • �, I 1 1 I .--- £' N 1 1 1 •-- ---- --- -------------- ----• 2'-211 lb' /1D 111 21-21 1 1 I 1 • - -1 * q�F,r1 �O� O 1 -------------- ---------------------- 31 �.♦11 121-roll 91-011 � � � Q 111-6" 201-8" 01 1 1 1 e a 301-6" Q 321-211 „ • ' 0 16720p�� - [ON�' --G-v-- :-v--:-v--C-v-- v--:7---a-v.-_ v- v---a-V c v---a-V ......1 a Q ' e' a ' o' a o' a p o' 0 1 ►---------------------------------------------------------------------------------------------• 9'-0" 1-0" 201-0" 42"x%" PRESSURE TREATED WOOD LANDING 2-3052 WITH 2 STEPS TO GRADE 9,_O" FIRST FLOOR CEILINGS Q AND HANDRAIL. EACH TO �.y 4 COMPLY WITH SECTIONS .y0 OS, R314, R315, AND R316 1-0" 10'-4" 10'-4" -0 „ _ = Q NOTES: GROUP I _ = ROOF TRUSSES is 24" O.G. ALL INTERIOR WALL FRAMING TO BE 2x4 0 O.G. 4 Q 12:4 PITCH 1 11'-0" WALL `Q 2 FIREBLOCKING TO BE IN COMPLIANCE WITH SECTIO R602.8 New Home Builders HEIGHT A -3 OVER (� NOOK 5 OVER 3'-6° B ADEQUATE LIGHT TO BE PROVIDED AT ALL STAIRWELLS. 3-3052 (2) 1 3/4" x 9 1/2' S ALL STAIRWELLS TO HAVE MIN, 64" HEADROOM. FLUSH MICROLAM _ �(3) 2x10 c�1 OVER O � U NOTE: � O 20'-8" ; 12'-1" O PLACE (2) 2xIO OVER ALL EXTERIOR WALL On f , , OPENINGS UNLESS NOTED OTHERWISE. } i n i i ALL BEAMS DESIGNED FOR -100 GROUND Z O cr d) SNOW LOADS AND IN ACCORDANCE WITH z _ x U " N ASCE-1 CODE REQUIREMENTS. FAMILY ROOM � _ a N VAULTED CEILING a on KITCHEN XO Q 0 U- ^ LAYOUT GAS DIRECT O U BY OTHERS G _ VENT FIREPLACE a0 (L HARD WIRED AND x n r INTERCONNECTED n MMH. VENT cd SMOKE DETECTORS ;; TO OUTSIDE IDE 0 W/ BATTERY BACKUP _(2) 2x10- (2)__-__ HANDRAIL TO COMPLY Q O Z r- x 04 WITH GODS SECTION R315 W cn ^i it U Nip - r- " (2) 2x10 O !L W --- 5-6" co :4 Z Q S 1/2" IPI 40OX JOISTS 10 Ib" O,C. - ----- 28-4" --------- 3/4 HOUR FIRE RATED � in _ -_- SELF CLOSING DOOR t� O O' 0 n1 --------- Q Q 2' 1" 0 '','ENTRY _ 'S _ DINING ROOM cm x 2 CAR GARAGE Q ---- ---- 13'-8" = PLACE 5/8" TYPE "X" GYP. {_� _ N 12 DIA, DECO 00 ____ ____ I� WALLBOARD ON ALL WALLS, r ust PPear in w _ COLUMNS ____ ____ 3 (2) 2x10 p ENTIRE CEILING, AND ON THE This is not s amP N INSIDE OF ALL COMMOM HOUSE o� hi& _ U DROP #- Ep ► al OOPY• N 2'-4" ---_ ____ ; ;� _ d) WALLS TO 1ST FLOOR CEILING REp isL as pY from Y O O ---- ---- " - u STUDY O in Co Cepts• 0 x U ca - - - - - ---- ---- ----- --- QW O - — -W14x34 STEEL BEAM - — - — - — - — - - eati In o - - - - - - - -ARCHED OPENING - - ,n _ - - - O - - - - - - - - - - - - - - - - - - - - - - - - - - - - �8'-8" ARCH li i UP i i `# 2ND FLOOR LINE m 15-R. &'-0' HEIGHT HT. * CENTER I' a W W DRO SOFFIT I� (211 1 3/4" X S 1/2" N (2) 1 3/4" X 11 l/8"—� FLUSH MICROLAM 01 � / \ 4714 c) O V DROP MICROLAM I; ; ttl % / \ ccl / I \ N �r LIVING ROOM - . \ % T - - - - iiiit- ,r� _ 1— / / 1 \ u- _ fill , , iiii - w _ - / /2x8 OVERFRAMING B 16" O.G. _ X'I (3) 2x8� / 12:121 PITCH \ ' 9 1/2 IPI-400X JOISTS g 16" - - _ ____-- - -- _____ I \ 0 RE 1/2 TRUSSES A 24"•��� / 16'xl' O.N. DOOR , \ cY1 - - :lilt" OPTIONAL ------------------------'------------------------ loll nu D - gfill RAILING B 5 (2) 1 3/4" x 11 '1/8" MICROLAM OVER 1ST FLOOR b �� .lilt �� �� 11 �� SWEET 3 O 3-4 10-9 6 -4 2-4 16 -0 2-4 RUS S g 24• 2 52 3052 2052 ,,,, ' OPTIONAL iiii -- I _ , - - • ' Jill fill• - - - - co fill RAIL IN ����, % •iiii' - ,� nfi 11'-(ofi 20'-8" �'OF NEk, un - - Q� . - - iiii iiii @ - - - - lilt cv_ 2xb 916". - fill �����EDWq cV ����m RAFTER _ ��° DECORATIVE fill - �� • , MI'— , , . , . BEARING POSTS fill ' (3) 2x8 - fin - . (3) 2x8 - u" a======================== ====================__________-- =======_=========_===== CIE 637�Z - . '\_ OPTIONAL ION RAILING �•.. 9'-0 " 12'-6" 9'-0" - — — — — — — — — — — — — - t 1 1 i 13' GROUP New Home Builders r — — — — — — — — — — — — — — — — — — — — — — — — — — — •- — — I NOTE: I , u PLACE (2) 2XIO OVER ALL EXTERIOR WALL 0 12 -) OPENINGS UNLESS NOTED OTHERWISE. ALL BEAMS DESIGNED FOR 850 GROUND SNOW LOADS AND IN ACCORDANCE WITH 1 ROOF TRUSSES • 24" O.C. ASG£-1 CODE REQUIREMENTS. Z I z - 20'-0" ui N _ } I - BEDROOM 02 N 10'-0" 6'-6" 3'-6" 0 pLUC Q 1 TO FAMILY ROOM----,, FA RICATE TRUSSES WITH HEEL AT REAR ALL TO MATCH MAIN ROOF TRUSSES IF NECESSARY � HARD WIRED AND (2) 1 3/4"x 9 1/2" INTERCONNECTED (2) 2XIO OVER 3046 3046 MIGROLAM SMOKE DETECTORS 0 W/ BATTERY BACKUP 6'-0" _ z A., 7 7 Pt 2'-601. " - 17 10 ® _ --- -------------------� ® WOOD DOWN r-a 12'-aJ" `v 15R. RAIL " U- L� --- 22"x3O" ATTIC ACCESS CARBON cal O Z Go Z U ____ -_-_ SEE DETAIL ON SHT. 6 MONOXIDE it - (] 00 w O -- DETECTOR m r O w ' 2'-6 2'-0" 2'-4- • O � ---- ---- -=— -------------- BEDROOM *4 N ►� O' MASTER SUITE w ---- ---- �`' _ ' Q - s K --- ---- 3 -5 o ear in Y I iti r' o --------- BELOW 12'-9" o s p must aP is not N H is sta P ------ ® J BEDROOM 3 = REfan illeg I copy• w w --------- R �' n Cop from -_ F U r 2X6 i 16" O.C. _ tYl m bi Leg ts. N OVERBUILD 2X4 WALL .4 Z Q --------- -' S'-0�� tive Gono P -- NSTALL MECH. C Y O n 11 u ------_-- , n VENT TO OUTSIDE ? U -5 3 -12-3 12-ilk q ; r d iI \ - ---- ------- - ' / \ IL z Q } / vC14 O I lu lu (3) 2XI0 _ I d) 0 V GIRDER TRUSS OVER I ------- 650"/L.F. I (V ---- ----- - 2-3046 I I � i I V/2 I 1 i I r — — — — — — — — — — — — a = r -- — — — — — — — — — — — — — - , I i I I O ROOF TRUSSES + 24" O.G. I V�*f� FLOOR 12:12 PITCH I ' I TEMPERED i 0 I UNIT O I SHEET 4 I I FLASHING INSTALLED IN ACCORDANCE WITH 2-3042 i CODE SECTIONS 905.2.8 AND W3 IN ALL ROOF VALLEYS AND SIDEWALL INTERSECTIONS OF f�N EDW 12'40 I 21'-211 I I L - - - - - - - - - •- - - - - - - - - - - - - - - - - - - - - - - - - - ry 10'-011 20'-3W PREFAB.ROOF TRU66W •24'O.C.DESIGNED FOR ROOF TRUB6E8*24' MIN 60•LIVE LOAD RIDGE VENT @:f2 PRE:H 7 R 30 BATT INSULATION 12 ASPHALT SHINGLES TRUSS WEBS 235°ROOF SHINGLES GROUP Nor SHOWOVER 15°FELT AND 1/2' CONTINUOUS AIR VENT BAFFLES�]4'O.G. CDX PLY.BREATHING ENDS AT RIDGE-TO BE INSTALLED 60 THAT AIR FLOW IS NOT RESTRICTED / PRE-ENGINEERED ROOF TRUSSER / Lj ICE AND KNOW SHIELD TO MIN 24`F10RIZONT 2x10.16"D.G. New Home Builders ROOF RAFTERS DIMENSION FROM INSIDE OF EXTERIOR WALL V2"CDX PLYWOOD SHEATHI GIRDER TRUSS -tom " I' AIR CLEARANCE -- - - - - - - - a METAL USE PROPER VENT � i DRIP INSTALL WATER AND ICE APPROVED METAL TIES AT ALL ROOF BEARING - 0 EDGE ' LOCATIONS AS PERCODE SECTION 802.11 SHIELD IN THIS ROOF AREA ALUM.FASCIA 12 Q � In"SHEETROGK 3.5 •E METAL DRIP EDGE N 2X6 FASCIA 1 L 2-2 If-O' WALL X6 TOP PLATES Z ; LVENTED ALUM. SOFFIT A t� TYPICAL 2X6 @ SIDING EXTERIOR WALL: I/2' SHE£TROGK Z VENTED ALUM. SOFFIT VINYL SIDING ' ENG La AIR BARRIER > Q 2x6 STUDS•VP'c.c. ar ^ tu N Q RIS BATT INSULATION 41 !R 6 MIL POLY VAPOR BARRIER In"SHEETROCK T 3/4'TKa SUB FLOOR EAVE DETAIL GRADE S 1/2' IPI 400-X JOISTS ib"O.G. _ O � r 10'STEEL BEAMS—�' 00 ' •., Z O Q 2x4�24'O.G.WITH $FSK- q •• FA %IC:?D R-II INSULATION £` F!-u a 3 U l ,+ 4'CONC. SLAB a 20'-3�" % �- oRIDGE VENT � Z(q 00 i PREFAB.ROOF 235'ROOF SHINGLES 0 24'O.G. DESIGNED FOR OVER IS'FELT AND I/2' �1 MIN 60°LIVE LOAD CDX PLY.SHEATHING l O ry �✓ -ROOF TRUSSES /'� /� /� 24"O.G. BUILDING ��EGTION -f-1 � 12:8 PITCH / � INSTALL WATER AND ICE SHIELD IN THIS ROOF AREA i TRUSS WEBS NOT SHOWN N I— TYPICAL 2X6 RIDING EXTERIOR WALL: u cl- W METAL DRIP EDGE- VINYL SIDING _ , XZL S.t N z W, I LQ 1/2'SHEATHING v AIR BARRIER Oj N Z irl) ROOF TR.JSSES 2x6 STUDS•16"o.-- BASEBOARD M Y R-30 INSULATION O VENTED ALUM.80FFIT� •24' D.G. RIS BATT NSULATION (n�jst appear �n Q 6� MA PITCH b MIL POLY VAPOR BARRIER � This stamp is not 4 1/2'GYPSUM BOARD TYPICAL 2xIO FLOOR 5Ys p lNf(. If this stamp - _ () 3/4' T°G PLYWOOD SUSFL al copy. 2xIO FLOOR JOISTS•16"o.c.fIEp this is an illegal from c 1 W p 2X6 BOTTOM PLATE 2x2 GROSS BRIDGING al Copy > Obtain Leg Concepts. 2XIO HEADER CONTINUOUS JOIST Creative lit m J Q W S I/2" IPI 400-X JOISTS I6'O.G. V i 1/2'SHEETROCK b E FILL VOID WITH BATT INSULATION NO ADDITIONAL FOUNDATION 2X6 P.T.SILL PLATE WITH SILL SEALER WALL REINFORCEMENT REQUIRED =III�II ° ee° e` FASTENED TO FOUNDATION WALL WITH 1/2"DIAMETER ANCHOR BOLTS AT 12"O.C. III- e a TYPICAL 8"CONCRETE WALL COMPLYING 4' CONC.SLAB 3/4'TtG SUB FLOOR = �I-` 81TH SECTIONS POURED CONCRETE WALLS WITH MIN. III GLEAN GRANULAR BAGKFILL COMPRESSION STRENGTH OF 3,000 P.S.I. III GRADE WATERPROOFING PER CODE SECTION 406.2 9 1/2" IPI 400 X JOISTS I6'O.C. • `�• 2X4 WALL STUDS•24"O.C. 4" EXT. PERIMETER DRAIN III � R11 FSK 25 FOIL FACED INSULATION TO DAYLIGHT OR STORM , TO MIN 48" BELOW GRADE SECTIONS z E '' �, 1D'STEEL BEAMS �+ 5l9UER AS REQUIRED BY y�=III II "• > • V `jTIONs L , • Z dr CODE SECTION 405.1 3 2x4 24'O.C. WITH FSK-25 L W I—III I0I) • • • • • 4"CONC. SLAB WITH MIN. COMPRESSION STRENGTH { FACED R-11 INSULATION " 0 MIN.60 GRID.•5 VERTICAL BAR 48"O.G. I=1II • •• OF 3000 P.S.I OVER AN APPROVED VAPOR C)�`U,, 4 a U FOR MAX. 6'BACKFILL OR ` ` BARRIER WITH JOINTS LAPPED NOT LESS THAN b", s o � �' MN.60 GRID.'b VERTICAL BAR 48'D.C. ` " "EX ATE�OrA�- ! FO MAX. 1'BACKFILL TO BE ••`� •`� a "• 4"CONC. SLAB TENDED MIN 24" ABOVE FOOTING EN leb t ` '• • a "• " THICK COMPACTED BASE MATERIAL OF EITHER ). CLEAN GRADED SA RA OR CRUSHED STONE 8 xlb CONCRETE 4" FOOTING TO HAVE ND,GRAVEL, ONE. y SOIL BEARING CAPACITY OF 1,500 P.S.F. 5" (2)04 REINFORCING BARS CONTINUOUS MIN. t T-61-20 o BUILDING SECTION 5-5 �.�� ENDUJALL SECTION LIGHT VENT EGRESS SCHEDULE RIDGE VENT UNITS SHOWN BELOW ARE "ANDERSEN" 200 SERIES 2x4 BOTTOM CHORD 11'-0" �� a 12 B�CLEAR 2� " 4-2X4 ATTIC HATCH LIGHT LIGHT VENT VDIT �CLEAR �� C.Q INSTALL WATER AND ICE GROUPFRAME ROOM S.F. UNIT REQ, ACT, REQ. AG'f, S,F, SHIELD M THIS ROOF AREA ST M WATT CEE,e RIGIDiNau aTION WIDTH HEIGHTTRUSS PREFAB.ROOF TRUSSES NOT GLUED TOGETHER •24"O.C.DESIGNED FOR FAMILY RM. 253 3-3052 20.24 31.8 10.12 20.6 34 11/16" 28 1/2" 6,81 MIN 60•LIVE LOAD New Home Builders NOOK 108 2-3052 8.64 25.2 4.32 13.1.4 34 11/I6" 28 1/2" 6,51 �R-30 INSULATION FABRICATE TRUSS WITH HEEL AT REAR WALL IF DINING RM. ISO 2-3052 15.2 25.2 1,6 13.1.4 34 11/I6" 28 1/2" 6.81 ��wvv/// NECESSARY TO MATCH CASING MAIN ROOF TRUSSES IX2 STOP STUDY 148 2-3056 11," 210 5.92 11.8:2 34 11/16" 24 1/2" 5.51 1/2'DRESSED ONE SIDE- PLYWOOD ATTIC HATCH TRUSS WEBS .� 3056 13,5 5,91 34 11/16" 5.91 NOT SHOWN O R•3o GATT INSULATION LIVINGS RM, 115 2-2056 ,O 11.02 1,0 1,14 22 11/16" 94112 3.81 R-19 INSULATION 1/2' SHEETROCK (V 9 In'IPI 400-X JOISTS• 16"O.G. } NOTE- MASTER BED. 226 2-3046 18.08 21,6 9.04 11.8:2 34 it/I6" 24 1/2" 5,91 _ MIN.22"x30'ATTIC ACCESS TO 8 z COMPLY WITH CODE SECTION R801 z BEDROOM 2 i41 2-3046 11.16 21,6 5.88 11,8:2 34 11/16" 24 1/2" 5.51 F-5/8' TYPE•x"GYPSUn 2x6. 16*O.C. WALLBOARD Wux34 CEILING JOISTS Q ATTIC N,4TCNLil STL BEAM Q w BEDROOM 3 140 2-3046 11.2 21.6 5,6 II.B? 34 II/I6" 24 1/2" 5.91 Q a U 3 BEDROOM 4 203 2-3046 16.24 L21.6 8.12 11,82 34 11/16" 24 1/2" 5.91 1 GRADE 4•CONC. SLAB CLIMATIC 4 GEOGRAPHIC DESIGN CRITERIA py f ^ ap i GROUND WIND SEISMIC DAMAGE FROST DAMAGE DAMAGE WINTER ICE SHIELD i FLOOD SNOW LOAD SPEED DESIGN CAT, FROM LINE FROM FROM DESIGN UNDERLAYMENT HAZARDS _WEATHERING DEPTH TERMITES DECAY TEMP, REQUIRED i o BUILDING SECTION C-C 0 I= 0 SLIGHT NONE DO W j 10 90 C SEVERE 48" t0 TO -5 DEG, F. YES NO Q MODERATE SLIGHT _ 9'-0° 12'-6" � � O RIDGE VENT U a 01 PREFAB.ROOF TRUSS •24"O.C.DESIGNED FOR MIN 60•LIVE LOAD INSTALL WATER AND ICE ' 'SHIELD IN T INSTALL WATER AND ICE Q (n HIS ROOF AREA ' 'TRUSS WEBS SHIELD IN THIS ROOF AREA 235•ROOF SHINGLES NOT SHOWN ,��}}}+++N«<+++ LLJ OVER 150 FELT AND 1/2" O ( U COX PLY. SHEATHING nnnnnnnnn ' N 7V >2 Y p 4 GENERAL NOTES tR-30INSULATION ea i � = V � SOILS is st must appeal of LU ; 12 this i K• i n illegal c y' SOILS FOUND ON SITE ARE CLASSIFIED AS "SP-SIN" IN GROUP 01 ON TABLE R405.1. H IN HANDRAILS TO B£CONTINUOUS � O,this Copy fir ljj Q FOR FULL LENGTH OF THE STAIRS V FROM A POINT DIRECTLY ABOVE ain Leg nt ceP DRILLING; 4 NOTCHING THE TOP RISER TO A PT. DIRECTLY / TRUSS WEBS O A ABOVEAEE ST RISER. ENDS NOT SHOWN `U Q ,►/ STRUCTURAL FLOOR MEMBERS SMALL NOT BE GUT, BORED OR NOTCHED IN EXCESS SHALL NED OR END BALLUSTER OPENING LIMITATIONS OF THE LIMITATIONS SPECIFIED IN CODE SECTION 502.8. IN A NE . TO COMPLY WITH SECTION R316.2 9 1/2"IPI 400-X JOISTS• 16" O.G. WHICH STATES THAT ALL STAIR DRILLING AND NOTCHING OF STUDS IN BEARING AND NON-BEARING WALLS,AS WELL HANDRAIL PROJECFROM RAILS WILL NOT ALLOW PASSAGE FINISHED WALL TO OF A 4'OR LARGER DIA. SPHERE F_1/2" SHEETROGK AS TOP PLATES SHALL BE IN ACCORDANCE WITH CODE SECTION 602.6, RYPiCAL FOR ALL RAILS GUARDS) GRtP SIZE bNALLSEE VARIOUS SECTIONS ON DETAIL SHEET, WITH CODE SECT 9" SAFETY GLAZING MIN. 8 1/4" MAX. SAFETY GLASS TO BE INSTALLED IN AREAS DEFINED AS BEING LOCATED IN "HAZARDOUS ? LOSING LOCATIONS" SPECIFIED IN CODE SECTION 308.4. Q 0 NOSING 3/4"TKs SUB FLOOR Q WOOD DESIGN CRITERIA = 4 m GRA " GONG. SLAB 4'CONC. SLAB E STAR CONSTRUCTION TO ALL STRUCTURAL LUMBER SHALL BE SPF"2 STRE55 GIRD. LUMBER UNLESS NOTED OTHERWISE m O COMPLY WITH SECTIONS R314, , Fb ■ 1000 P.5.1. Fv ■ l0 P.S.I. E ■ 1 LL R315 AND P-316 OF THE NEW YORK SECTIONS 300,000 P.S,1. STATE RESIDENTIAL BUILDING CODE ; SECTIONS "• 2x4 24"D.G.WITH FSK-25 �~ ALL GLUE-LAMINATED BE TO CONFORM TO A.I.T.C. SPEC, THESE BEAMS SHALL HAVE 7 p THE FOLLOWING MINIMUM PROPERTIES, U FACED R-11 INSULATION L t Fb ■ 2,800 P.S.I. Fv ■ 285 P.5.1, E ■ 2pOOp00 P.S.I. STAIR/RAIL/C�IJARD DETAIL ti • ► �EDW 4"GONG. SLAB c� t f V) (:) BUILDING SECTION D-D TOP PLAT NOTCH GREATER THAN 50%OF PLATE WIDTH 16 GAGE AND 1 I**WIDE METAL TIE ACROSS AND TO EACH SIDE OF THE NOTCH WITH&-*d TOP PLATES NAILS ON EACH BIDE PIPE GROUP STUD STUD New Home Builders BORED HOLE MAX.VIA. D HO LE MAX.DIA.40— PERCENT OF STUD DEPTH PERCENT OF STUD DEPTH 5!8"MIN. TO EDGE 5/8'MIN.TO EDGE I 0 0 p 04 5/8"MIN.TO EDGE O 5/8"MIN. TO EDGE 0 O 0 O } 0 z i� Q z NOTCH MUST NOT EXCEED 40 NOTCH MUST NOT EXCEED 25 #- > Q PERCENT OF STUD DEPTHtu PLATES OF STUD DEPTH AN BORED HOLES SHALL NOT BE BORED HOLES SHALL NOT BE LOCATED IN THE SAME CROSS LOCATED IN THE SAME CROSS SECTION OF CUT OR NOTCH IN STUD SECTION OF CUT OR NOTCH IN STUD IF HOLE IS BETWEEN 40 PERCENT OF STUD DEPTH. -60 THEN STUD MUST BE DOUBLE AND NO MORE THAN TWO SUCCESSIVE STUDS ARE DOUBLED AND SO BORED. O NOTCHING t BORED HOLE LIMITATIONS FOR NOTCHING 4 BORED HOLE LIMITATIONS FOR INTERIOR NON BEARING WALLS EXTERIOR WALLS AND BEARING WALLS Q w w � a L L L U_ GA PO MAX.D FROM _ O 1:00 SUPPORT z r�"j-+ L/3 Q WW L/3 —•� Imo— L/3 L/3 — �j i+— LI3 i ��— � i� I I ( I 0I4 MAX. I I TT � � O a 1 NO NOTCHES I 1 NO NOTCHES 1 I NO NOTCHES I T D D/b MAX. �-PERMITTm-� ID L A PERMID0/3 MAX. �-PERMITTED-� jD/b MAX. ! 0/4 MAX. I I 1 1 I I I 1 I I I ' v C/) � n- w U FLOOR JOIST — CENTER CUTS FLOOR JOIST — END CUTS RAFTER/CEILING JOISTS p N Z rE O m z v 01 ear in ; This stamp must aPP is not co RED INK, if this stamp H in SPAN MINIMM. BOTTOM CHORD BOTTOM CHORD •, an illegal copy' z a PITCH LATERAL BRACE DIAGONAL BRACE w a SPACING n!W) SPACING nM&) 4. Le Gal Copy from -a Q W �4 OR GREATER /"`nJ°°e') bt ativ Concepts. U w V SP/DF I SP/DF UP TO 32' 4/t2 tv 70 15 OVER 32'-4E' 4/12 IB' t0 1 OVER 4B'�7 4/12 IB' b 4VA OV62 60' SEE A REGISTERED PROFESSIONAL ENGINEER PERMANENT CONTINUOUS DF-Douglar flr-{..ach SP-Southern Pine LATERAL BRACING HA Hem-Fir S -Spruce-Pine-Flr AS SPEGIFiED 8Y THE PF ' TRUSS ENGINEER ALL LATERAL BRACES Wks •c LAPPED AT LEAST 2 TRUSSES CROSS BRACING REPEATED AT EACH END OF THE BUILDING AND AT 20'-0"INTERVALS 's / DETAILS -SWEET I ILA`' OF NFW TRUSS BRACING NOTES: �`y ����N E°ti, BOTTOM CHORD DIAGONAL BRACING REPEATED PERMANENT AT EACH END OF THE BUILDING AND AT SAME TEMPORARY: SPACING AS TOP CHORD DIAGONAL BRACING (AS PER MANUFACTURERS RECOMMENDATIONS) WEB MEMBER PLANE PERMANENT BOTTOM CHORD PLANSo PERMANENT 16720 TOP CHORD PLANE ttxy ROOF SHEATHING APPLIED WITH STAGGERED JOINTS AND NAILED IN ACCORDANCE WITH THE NEW YORK STATE BUILDING CODE IS ADEQUATE. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE '(31"IF OCCUPANCY Permit Number. P20040940 Date Issued: Thursday, September 08, 2005 This is to certify that work requested to be done as shown by Permit Number P20040940 has been completed. Tax Map Number. 523400-301-005-0001-059-000-0000 Location: 43 NOBLE Way Owner. THE BH GROUP, INC Applicant: THE BH GROUP, INC This structure maybe occupied as a: Fireplace By Order of Town Board Garage - 2 Cars Attached TOWN OF QUEENSBURY Single Family Dwelling (001: Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040940 Application Number: A20040940 Tax Map No: 523400-301-005-0001-059-000-0000 Permission is hereby granted to: THF,BH GROT TP. TNC', For property located at: 43 NOBLE Way 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: THE BH GROUP, INC 467 ALBANY-SHAKER Rd Fireplace d LOUDONVILLE, NY 12211-0000 Single -2 Cars Attached Sin le FamilyDwelling $350,000.00 Total Value S350,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency BH GROTTP_INC._ THE 467 ALBANY SHAKER Rd LOTTDONVTLLE_ NY 12211-0000 Plans&Specifications 2004-940 lot 8 HSE#43 NOBLE WAY 2596 SQ FT SINGLE FAMILY DWELLING $353.52 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, January 28, 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 T n of eens ry; gid January 28., 2005 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Building Perna �t A�pplcatxon Town of Queensbury—.Dept of Co=unity Dcveiopineat,742 Bay Road,Queensbury,NY (518)761.8266 A perinit must be obtained before begi=ing construction. Permit Fi1c No. — (� No�p ectiorl will be made until appliaaat has received a Pao Paid. Y. validbuildingpermit. A11 applicants' spaces Onibis Roo.Fee.Paid, $ application must be completed and must appear on the Reviewed By. applidatlon'form. Beast: e �Fc� owner: ��P NECEI� ® Address: Address: S ---DEC 2 Z004 ...._ z/ phone#� � 3S _. Phone#(,,,,;.,) - .+.� TOWN OF QUEENSBURY BUILDING AND CODE Property Looatict: Lot Number:V I House Number �3 / IV)�f� �✓ Subdivision Name: kI n� S Ce a�- T Map Number: dB� New Building:4. es denc commercial 'Estimated Market Value of Construction:$ © Addition residence/ commercial If as Addition,what will use of saw addition be? C Alteration: residence/ aommeroial O 14o cbange to exterior She. residence I com'1 c2 Other work(desedbe Check Occupaneywormation. 1 -Floor 2_ Floor . Other floor Total Below sq.ft. sq.it. sq.i't. Square Feet r o Static 2-s 9 6 � o Two AMU dwallinz I t c . Townhouse o MURME X dwelling #of units o Office o Merca�tlle o Maaui�n o, I car defte ed garage . o 2 cat detached garage I TOWN OF o .3 car detached Vftge I CODE o� a 1 oar s:tbtched garage T7 ' a 2 oar att ched pap 0 3 car a taehed gmge. a Storage building- comramial G Storage building-. res£dential a other What is the proposed height of the structure t 2 feet inches a Will any second--band or ungraded lumber be used? If so,for what? /�00 Type of Heating System: electric i oil /(0 wood arced hot air baseboard I other:, ,-,, v Number of f to be installed Number of�'4dk vas to be installed , c� / List below the-person(s)responsible for supervision of work as regards to building codes: Name Address._ .. Phone Numb or yy —A e BuilderSiQx J - - Plumber ,ern /u S, 1 Mason EIOCtCiCianAlec arc. o Meelaradon: please,sign below attar you have carefhlly read the statement To the best of my knowledge the statements contained in this application,together with the plans and specifications submitted,are a tme.and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with,Whether specified or noted,and that such work is authorized by the owner. Farther,it is understood that Uwe 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 Codas,ands Bunt Suruev by a licensed surveyor;drawn to scale,showing actual location of all new oonstmCdon. Signmtutie: owner,owner's agent,architect,contractor LIJ o m'� CM �� i2 WINDOW SCHEDULE G o¢ II � aJob Site/Address: ��/� Date: � z 6 ®caner: 'The E 1-I 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/Cie Opening Opening or Instructions Letter on Name Numbe g Height ible Vent ar • Width In Height Plan Call Width Light Opening Inches In Inches Size ��► �S�h p,�e 3-sosz �'s/z S�s% 3 7, 2o,6 6,S7 - y `/6 2q'%z. S=S/ Z S,Z 12,7`/ 6 ,�7 -7 'gib Z S Iz Z33s6 S'L 7iy 2-7 D 14 FZ /6 2y/z 3Js� 3,2.ly 5, �` /31S S;�/ S, 5/ 3 „�� �6%/Z Z—ZaS� Y=3'''6 Sr YX 17iaZ 7,7% `�, R7 2Z. 6 2—���Z Z-3ov6 77y Z A q2— —7, Example Entry A Andersen Narroline 3062 3' 2 6'5 '/2 15.30 8.36 6.01 34 24 IMF Tempered Double 1/3" L° 11/16 Glazing Hun tp l CADocuments and Settings\Sue\L,ocal Settings\Temp\Window Schedule.doc. Job Site Address: G`-3 � 1� ('z, g Date:.. /Z Z e Owner: -74 6 (ft-,a Application No. File No. LU LU cm mo Building Permit — Calculation Sheet o W Natural Light, Ventilation & Emergency Egress RequirementsW as Habitable Area of Req.Light Actual Req.Vent .Actual Sq.Ft. Rema W p— Room Room 8%of Room Light 4%of Room Vent Opening for � Z in Area Square Area Square Egress 0 M Square Footage Footage Feet ar nxk �o � y 2s,z y3Z 13,7y 6, 5-Z /S, Z Z.s,Z -7, 6 IS,7y 6IC 22 6 / $, 216 �j a y J/.sz S'.. ZR 0z. l Y 7 l/, 7 6 /3xA3 /YL 2/, 6 s $ ' L:\SueHemingway\Building.Permit.FORMS\Nat.Light.Ventil.Calculation.Sbeet.doc o�- q�d Check Residential Plan Review: One&Two Family Dwellings Y/N/N/A Full sets of plans Over 1,500 sq. ft.—Stamped Design Loads On Plans: 90 Wind Floor Loads 40 psf 70 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: inflow Schedule With Glass Size ; oor Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space Above/Below grade,5.7 sq.ft. Grade,5.0 sq.ft. 24"(h)x 20"(w)min. 44"Max.Height above floor Residential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofing/Waterproofing Materials On Plans Foundation Drainage On Plans,if required 6"Drop in 10'Exterior Grade ,Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10' Where ,Required I and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls Platforms At Exterior Doors fairway Headroom 6' 8'All Stairs 36"Width Stair Run and Rise } 41 Winder Run and Rise '41 Spiral Not Allowed From 2n Story Smoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance Hall Width,36"min. Vi Handrails More Than One Riser On Open Sides Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. Safety Glazing Notes For Required Areas Garage Fire Separation Garage Floor Sloped Attic Access Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Lowest Sleeping Level Soil Test Results,if required Septic To Well Or Water Line Separation Al]Paperwork Signed A Project Name: 1�c,s �c»�� BP# 1 � 1 qCEIVED Address: � . DEC 0 2 2004 Building Pernnit Submission SFD Checklist 2-Family TBUILDING AND CODE Y All items below must be checked either yes,no or not applicable prior to submission of any building permit to the Town of QueensburyBuilding Department If any of the below items are lacking,the permit will not be accepted until such time as the application is deemed complete for submission. 1. Building Permit Application Completed ......... ............. K yes Ono Q n/a 2. EnergyForm or(heckMate Energy Code Compliance.Forms Complete.. X)w Q no Q n/a (2 copies) 3. EnergyCode ector's Report from CheckMate Pr ogzam... . 'yes ❑no ❑n/a (2 copies) 4. Septic application coznpletelyfilled out(if applicable)--....-...-•_--•-- ••- --- gyes ❑no ❑r✓a 5_ Solid Fuel Burning or Gas Appliance Form... ......... ............ ...... ... ... yam Ono Qn/a 6. Electrical Inspection Form......... ....................................... ........ Dyes Ono IWn/a 7. Two(2)complete sets of structural drawings......:............. ...............X- Yes Qno Qn/a a)floor plan;b)foundation plan;c)cross sections:d)elevations; e)window and door schedule 8. Two(2)site plans showing location of the structure to be built....... ... ... X)W ono 'Qn/a location of well or water lines,location of septic system or sewer line, 9. Setbacks from propertylines to new structure............... ............... .. O [:]no Qn/a 10, Setbacks to neighboring wells and septic systems,including onsite wen.... Qyes Ono Wn/a and septic systems(if applicable) 11. DrivewayPermit... ............ ... ... ...... ... .................. ......... ... ...... Q( [] o Q a yes n n/ Date: i Staff Initial: L_\SueHea;mg,,va}\Bading-Perms OF,W\Generic Glieddist-doc January 2$,2003 Application for Permit"Septicc Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-82S6 1. OWNER INFORMATION: ............. ...,........ ,-.............. ......... .............,..,.. ....., Office Use Location of installation: 3 xlWe �✓ �d $y �l File Permit No. V qb Tax Ift No. H6e�00 Fee Paid Owner's Name: e 1 1 n C. ......._�...�..m�,.........._................-...-�.�...�.,..,�,��..,..u,...,,�.....,.�.,.�,.�,.,..,,�. Address: W7 2, INSTALLER'S NAME G w-e PHONE NO. 3. RESIDENCE INFORMATION: (circle year-of dwelling,indicate#bedroom(s) and multiply#of bedrooms with applicable gallons per bedroom to equal total daily flow) low) Year of House: No, of Bedrooms- x Computation Total Daily Flow 1980 or older x 150 gal/bdrm = 1980-1991 x 13.0 gal/bdtm = 1991—present x 110 gaYbdrm = %YU Garbage Grinder Installed yes+ n Spa or Hot Tub Installed yes 4: PARCEL INFORMATION: (circle applicable information&indicate measurements) !Mogaphy Soil Nature Ground Water Bedrock g Impervious Material Dgm.—esgg Water Swaply Flat a at what depth at what depth munici7al o n loam -S feet feet well Steep slope clay if well, water supply %slope other from any septic-system depth: absorption is ft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: /M /u minute per inch 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder,Spa or Whirlpool Tub. Septic Tank: /uO gallon(min, size 1,000gal) Tile Field: each trench 3.S fl. Total System Length: 2 0 ft. Seepage Pit(s): number of ZA size of each: fl. by ft. Size�f Stone to be used: # / depth or thickness .feet Bed System Size: �J x Alternative System: length andlor size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each: gallons /TOTAL Capacity: gallons , Note: Alarm System and associated electrical work must be inspected by 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 of the 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 have read the regulations with re o th' icatio agree to abide by these and all requirements of the To a Sant age Disposal Ordinance. i ure of responsible person Date • . � ,'t'cnvtt •t�f tZuc*c+n�intry �t,tivt:e•s s»ul.srwilge. M-4posal (1.1mt:iel. �,I:lrr.:ltti x t . /•11�•►�it)I�I;•�1'l�t)� IrI 1rI•,I•). . •, SI:1'111t11'1'xWIN EtIr4ZLJ�1LTr[�]l+�N4114 r , . r 1 - , `�{T►iTj�^' � .n••«� � «...... mow... .«. •��.y . ,� 'a, �r -"may///r/• n C'Nil POND V'tt u. tN NAs�`'�t• ra u•r t M• 1 . , ewe r'•, .� .. Cz oo ww t r !�yz�RPtt�cti a w r ■ ' r ?. SI�r�IA'1.'LfRE &T.NFO�IvZATIQxi'F�Ft�k'vt�4�3.fis��+��•+�v+•�-W'..'..., . r y • ENERGY CODE COMPLIANCE APPLICATION DEC 0 2. 2004 TOWN OF QUEENSBURY, WARREN COUNT 0WN pF 9000 BEATING DEGREE DAYS By/6D1N0 qN p�Se . pDE Compliance Methods:Part 5 -Acceptable Practice Method—1&2 Family Dwellings(only) Part 6*-Theimal Rating—Component trade Offs 1&2 Family Dwelling; Multi-Family Dwellings(3 Stories or less) Part 4*-Design by Component Performance,Commercial Buildings-Hi Rise llesidential *Requires submission of worksheets APPLICANT'S N PROPERTY LOCATION. i e � c, �3 /�/�c l.,/GY Lv�- 'w PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE; 1. Gross Floor Area- �S S6 square feet 2. Type of heat- Electric, _ Oil Other 3. Is building mechanically cooled? a No 4. Percentage of area of windows and doors Over 17% �17% 5. R VALUES FOR MULATION GIVEN BELOW MUST CORRFSPONDt TO R VALUES.AS . SHOWN ON PLANS SUBMITTED: EL Roof R 30 b. Exterior walls R�� c. Glazed areas R d. Exterior doors R e. Floors over unheated spaces R f. Edge of slab on grade(heated building) R g. Basement/cellar yWls(above grade) R/ h. Basement/cellar WAS(below grade) Rom_ i. Heatingt000ling-ducts piping in unheated space R 6. Service(domestic)hot water heating device Conforms to minimum efficienc per code Yes . . No TEMPERATURE CO SET 1'ING 140—WILL NOT BE EXEEDED • A s Si ate Phone.Number �� INSPECTOR'S REMARKS: Fire Marshal's Office 'Town of Queensbury,742 Bay Road,Queensbury,NY (518)761-8205 Application for Fuel Burning Appliances & Chimneys applicable to solid fuel & vented gas .appliances f I l�j /� /�LJ� c Permit No. o `�7"� I Date �2A, 20�� Application is hereby made to the Building dz Codes Of,fice for the issuance of a Building and Use Permit pursuant to the New York State Fire Prevention.and Building Code. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. NOTE to applicant: Rough-in and ]Final Inspections are required. Applicant Information Fuel Burning Appliance Information ..� (circle appropriate words) Name: /h e �� o� c- Stove: wood coal pellet gas / J /J p� Fireplace insert Address: Y�7 Akr#+y Sl�,rk, Prl' Fireplace, factory-built: wood Co�:Larfy./lr, Ay /ZZ// Fireplace, masonry: wood gas Furnace: wood <ua oil / Phone: �3�- e72 If non-masonary applicance, please provide P,A 11cc f/ Owner: �`�E Manufacturer Name: eGwIO� Address: Model Number: Chimney Information Phone: (circle appropriate words) Masonry block brick stone Flue the steel size: inches Exact Address: �3 /cAUC Lvr. of construction: or inst lation Factory-Built CFi�r��yce, Manufacturer name: rc� - ,41- Gr'o Model Number: SL 7S o 2A4-P- D Note: Listed By: 0 L- Number: Construction/Installation must conform to NYS Fire Prevention &Building Indicate (circle) chimney material: Code. Consult available Town of Queensbury Handouts regarding required inspections. e 0 ouble ivaR Triple wcrl! / Insulated / n ect vereting Chimney Liner Ca�rlai�x-'mac.D�,p�rts�e�t—Tos�rr.� o�Quee��rba.�-y, �'�ar�7E�or.�: i Fire Marshal Code# $Collected S Refunded Received fi-oni (refunded to):� r address: ,41733389 (190) Public Safety., A 233 2655 (230)Minor Sales DATE: l a l 3 ou r _ White(Applicant) / Green(Fire Marshal) / Yellow(Bldg. Dept.) / Pink&Goldenrod(Cashier's Dept.) Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: NAME: LOCATION: W- -I PERMIT#: 0 - L C- Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept.of Community Development. Upon review t surveyhas been Craig w ', Zoning Administrator Notes: L:\SueHemingwayU3uilding.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc by z ►- 3 go LLJm�a LLI z N1 IWO p z o OZO oaN �Q Z a Z LL- � �L 8•g�S ►-0 � azo - a pFx M o c � zLLI Wz � } H pzZ) � W 0? W NZ � �' m� W N01 1J�•`L IV s w z —�� 3 2 0� 101�I1S3� btA _3 ( N OZ ` �► m w O w 2 I (n f-N� O m 8Z to 00 LLJ _o 00 o°! m-Y.Wa0 U~U :4 3A180 1lVHdSV M�,81 O W of Q z} oZ I Y � ,-H O 04 HO Z Q00 R O ZL Yw 3 >Iw UFOJf 3 W Y 3 U 3 / Z — Z U m J �o F W 6 01311 3LLd3S N05%OS I v �Z Q Z F j L m Q CD LUd O2ltll 3015 .Oz Q �i o 3NIl N011012l1S32! -- I 1.�55.95N LO co ~O � 0 11 � OD I z u� go } w z W N W V=I ~ Z wo w Z O¢ O O Q N 7 N x W r x J U>0 z o~zi> in o� �o > ? 3azmU Q `4 T } w*zUn Z aO0 O< O "nL V1N ?wm 0 �y.� �' i ( �.. z L Z MujO a� w W Z ¢ X � �Z� O: p �./ 27.so' z NMdS oznook maw YJa ? 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Zo ZOZM z QQQQn 04 01-- ow O � ZEcn a O Z Z Lw <z3za zadmor m 0 �0 o O - j0 ZcrU ¢< o � O o W w o w Za ' � Ow Oou OO a) < aw ¢t8.55' � ¢ aU Z � N wUp ¢ o ¢ U w ¢ ¢ 3 (3 . � Oa � }Lwu 1000 X� LLJ UzQ ; ¢ xZF� LJ . 0 cr a ¢ z PF m¢ 7mW0JZ ¢ ZN wQ N OFOZtnU � w wo ¢� ¢ r = _< mcn ?U(n - _ 0J 3 < m -1 3 O � )o -1 O >Ow O } V ~ a � L'i � Q =Fzo LL) o', �N � ) ¢vo a W O O O} Z w O JUld ¢¢nW U ¢ IU � W M¢ ww o DawaZz�ooaO NZ Z mV wxorw o wo a3U F- V> ZW ZM O ¢ tnUUF- L)EA > -j w Z -: N M d Ul tp W �C L) WV g£gZ Ol SOOZILL/9'6Mp leuggiol-g00-ZOe\sdeiN jol leulj\g00-ZOV\ZOOZ\Z Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: A 1; am/p 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: ZAAX� NAME: PERMIT NO.: (� LOCATION: INSPECT ON: RECHECK: Comments and/or diagram Soil Type and/ oa ay Type of Vha er. m pal Well Water Waterline separation istance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length AJ ft. Length of each trench "cJ� �, ft. Depth of trenches ' , 2 ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box t eld/Pit Opening Sealed: / /Partial End Caps Location/Separations Foundation to tank ft. Foundation to absorption Se aration of Pits ft. Conforms as per Plot Plan Y N Engineer Report and As-Built Y N Location of System on Property: rout ear Left Side Right Side ;Use ddle Front iddle Rear System St s: Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Last revised 1/6/05 Y \ OO g } N \ / w z m I / t mQ3o >- W c` OWWN z z O LL Wz10 V) c r- / j n.o z H 2. f-aE m� W i n M z D (/) IL (n 00 �LL �L cy 0 F �'< ZNZW O �0 m '-Wp"TA i..C-�i.l' z D CF) n E? 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BOSWELLENGINEERING ENGINEERS■SURVEYORS■PLANNERS■SCIENTISTS 1924 799 Madison Avenue•Albany,N.Y.12208•(518)436-6310•Fax(518)436-0859 "OWN 6E CUEENSBU VIA FACSE%I LE t't—��]OCOMMUNITY DEVELOP E (518) 745-4437 1 RECEIVE® MENT September 7, 2005 ACO SEP 8- 2005 g&C�ZONING Mr. Charlie Dyer Fly PLANNING Town of Queensbury Building Department t EXEC.DIR.---'- 742 Bay Road �— Queensbury,NY 12804 Re: Septic System Installation House No. 43\Lot 8 Noble Way Kings Court Subdivision T/O Queensbury, Warren County,NY Our File No.: A02-008-05 Dear Mr. Dyer: Based upon a visual inspection conducted by our office on May 25, 2005, we hereby attest to the fact that the septic system has boon installed for Lot 8 =Noble Way.- The septic system appears to have been installed in the relative location shown on the approved plans and appears to be installed in general conformance with the N.Y.S.D.O.H. approved plans (plans entitled `Kings Court Subdivision-Final Plans', dated: October 15, 2003, last revised: April 7, 2004, with a NYSDOH approval date of May 17, 2004). Should you have any questions, or require additional information, please feel free to contact our office at(518)436-6310. Very truly yours, BOSWELL ENGINEERING Robert W. Osterhoudt, P. E. cc: Mr: Frank Barbera,BH Group Ms.. Anita'Gabalski;NYSDOH; 77 Mohican St., Glens-Falls NY 12801 RWO/EJH/ejh M\20021A02-008 WEST MOUNTADALETTERSWER 090705 LOT-9-NOBLE WAY.DOC Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: am/p Depart:0.Z m Date Inspection requestrgceived: _ Inspector's Initials: r— NAME: PERMIT#: (� LOCATION: p _ DATE: TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Vk- Roof Complete/Exterior Finish Complete Guard 30 in.or more @ stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum '/" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18" above grade Gas Furnace shut-off within 30 ft.or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 F vY� 2 44'J� Interior privacy/trim/doors/main entrance 36 in. (i Bathroom/Kitchen watertight Safety glazing/Windgw in stairwells safety 1 in Interior Smoke Dete ors: Every level: / ery Be room: Outside every bedroom rea: — V/ Inter Connected: / Battery back Carbon Monoxide Detector Bathroom Fans, if no window V. Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf e Q Emergency egress below rade �CS` ��� /�'C, Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/<hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area , ^� Crawl Spaces 18"x 24"access, 1 s . ft.-150 s . ft. vents BuildingNo./Address visible fr m road Final E ctrical C5 I LC'1d2S-- 'SifFPjaaJ Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if required Okay to issue C/C or C/O Temporary/Permanent L:\PamW\Building&Codes\Inspection Forrns\Res, Final Insp. form 2.docLast printed 2/12/04 Queensbury Building & Code Enforcement - giiv is . inal Inspection Office No.(518)761-8256 Arrive: art: Date Inspection request received: to S Inspector's Initia / NAME: 13 /-f GL-1-0�Ip PE IT#: (�� — LOCATION: /Jap-,I!° �/Y41/ D TE: TYPE OF STRUCTURE: Comments Y _ N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake `t 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete I Guard 30 in. or more a)stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors AV Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %" Gypsum 01 Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall VA, 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft. or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp, 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight r `, 64N&&FZS Safety glazing/Windpcv in stairwells safety I n Interior Smoke Det tors: ¢R� �,t��L. Every level: / ery Be room: n�— I k, Outside every,bedroom Inter Connected: / Batter backu : Carbon Monoxide Detector Bathroom Fans, if no window Plumbing fixtures L Foundation insulation l� Floor truss, draft stopping finished basement 1,000 sf f �, Em&gency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched AA , 1A o � Garage fireproofing/'/4 hour fire door/door closer FNT°L ,�� Lo� � Vr �P -- Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s . ft.-ISO s . ft.vents Building No./Address visible from rgad 10 Final Electrical Site Plan /Variance required �. ���� Final SurveyPlot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if required kay to issue C/C or C/O Temporary/Permanent L:1PamW\Building&Codesllnspection Forms\Res.Final Inso. form 2.docLast printed 2/12/04 Framing/ Firestopping Inspection Report 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: GG PERMIT#: GQ 9�� LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging / Joist hangers Ae Jack Posts/Main Beams (/ r Exterior sheeting nailed properly 6"Z �re' 12"O.C. � Headroom 6 ft. 8 in. C. � Ge4-1,7 he �V/x/ Stairwells 36 in. or more Headroom 6 ft. 8 in. . .2N Notches/Holes/Bearing Walls `crMl � lnda-Z- Metal Strapping for Notches Top Plate 1 %z w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses S.�� �' ,le--;i f 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 side11/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 Z ' � Office No. (518) 761-8256 Date Inspection request received:_,,,�,/,, Queensbury Building&Code Enforcement Arrive: am/�Depart: �am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: E-) V g o(gyp PERMIT#: ` v LOCATION: L C� G �/ INSPECT ON: �� 7 TYPE OF STRUCTURE: Y N N/A COMMENTS Framing ` ' C e t 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.. `-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 I_:\SueHemingway\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 Aough Plumbing / Insulation Inspection Rep® Office No. (518) 761-8256 Date Inspection request received: a 3 )-5/ Queensbury Building & Code Enforcement Arrive: am/ m epart: 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: r NAME: o ' PERMIT #: 0 y U LOCATION: 1-ors fy yl5/, � L-04-- '��/� INSPECT ON: 2 TYPE OF STRUCTURE: fit' 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.T. or 10 ft. above highest connection for 15 minutes Pressure Test +t' PX0 Water Supply Piping Air / Head 50 P.S.I for 15 minutes 11--Msulati6n'/ Residential Check/ Commercial Check Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace D t work sealed vproperly // No duct tape COMMENTS: Av PROVA' F:—noC 'dre)A L:\Pam Whiting\Building&Codes\Inspection Forms\Rougb Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 05-7682-B & H GROUP 8 NOBLE WAY - T3) THIS DNG PREPARED FROM COKPUTER INPUT (LOADS 8 DINENSIONS) SUBMITTED BY TRUSS MFR. REPAIR REF: R027--39683 (04/08/05) THIS DRAWING IS FOR REPAIR INFORMATION ONLY OF A PREVIOUSLY ENGENEEREO --> NEB W3 BROKEN 1' DOWN FROM THE TOP CHORD JOINT, TRUSS IS ONLY DESIGN, SEE ORIGINAL DRAWING FOR TRUSS DESIGN AND INFORMATION NOT ACCESSIBLE FROM 011E FACE. SHOWN ON THIS DRAWING. �1 N Top chord 2x4 SPF 1650f-1.5E (P) 314" APA RATED PLYWOOD/OSB SHEATHING ON THE ACCESSIBLE FACE w Bot chord 2x4 SPF f1JW2 OF THE TRUSS, SIZED AS SHOWN. CONNECT WITH 8d BOX/GUN NAILS HV Webs 2x4 SPF Stud (0.113'X 2.5') 70 EACH CONTACTED MEMBER. USE STAGGERED ROWS: o :Lt Wedge 2x4 SPF Stud::Rt Wedge 2x4 SPF Stud: 2 ROWS AT 30 O.C. ON ALL 2x4 MEMBERS. C" (1) NEW 2K4 SPF'41[#2 OR BETTER MEMBER. SCRIBE TO CUT FOR TIGHT FIT. ATTACH TO TRUSS AS SHOWN. B EAR 54 / n_JP (P)36K40 p /JO& W- ) O••11 c� (1� 3 c .� cry 0-6-14 0-6-14 7 (P)3GK36= p£io� •' �c�u�e L- 9-3-0 9-3-0 fE I8-6-D Over 2 Supports R-2D22 U=247 W-5.5' R-2022 U=247 W=5.5" z 0 PLT TYP. Wave TPI Design Crit: TPI-1995 STD 7.0 QTY:1 NY - 1 - - - F Scale =,375" Ft. TRUSS REPAIR �'� �c+ y TC LL 65.5 PSF REF R027-- 23285 "ArAQI TRUSSES wsF BE TARFFRLY EVALUAEED ID DETLRNISE TIE EXTE111 CC NATAOI G� T C D L 30.0 PSF DATE 06120105 Ain EIIE IELSIBIUTY DF RETAIL IN SINE CASES 1DE PSUIEVE M UEIOV 1S FO St1AP �� • �' [HE DU4LE{TRUSSES AHD kIBVILD. INTERNAL HOOD FIBER "IAFE Alm FXgSSIffB C DL 20.0 PSF DRW MOUSR027 05171001 CIIHIECIDI STRESS FIRM BEnivs DR LHKt LAWIDT BE IEAIRY DETECIED. EIIELEEDFE. Iv ET IS VIM THAT THE MISS FABRETATOK AND BUILDIRG COWIRACTOL CONSIDER TOE 7ALPINE ' CAUSE Or IM DAIM IH THEIR DECISION HKEIIHR TO tE►AIR OR REUUIUD. BC LL 0,0 PSF MO-EHfi JWT/SUS'A N REPAIt xtal sxowR By THIS DugIIG AIPIRS DHLY EDTHDSE SYOEIORSDf THE EtHS '1'Q s�641A V TOT,LD. 85.5 PSF SEQN- 40040 REY AlPiaeEngjnw"AlPmduolglTlD REPRRIEP eY ME ERISS HAIHFAMUREL TO KALE FECv IIAMEED. A DUALIIIEU THIN FARE? ti D UR.FAC, 1.15 FRDM MS FiVl�l Ctly,M0630g5 aW IlCTOR SMEL CHEM ItnSES 10 DETERMINE EHE ELTTVF DE ANY FULTHR DBH1EPA Q.'If ANT, /� UTD TLREFI "AT RILS uaf Buy FEtTBRIEP AT INIICAEE►ON THIS DRAHINS. � ���� - SPAC I N`' 24.D" Town of Queensbury Fire Marshal 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 I fax 745-4437 Factory Built Gas Fireglace/Stove Inspection Report Notice:New York State requires that all UL misted,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's instructions or era cations is allowed. Permit# 1� "c IJ Time van In anytime ector��/ Schedule Inspection t/ " pp P 3 / Name �� (LVn Address T per a�C.� 1 .�� Rough In If Deal T ����� � //' 1-14 Appliance ManZaLtory rer_ s�-- -- (b Model Direct Vent Built Chimne Flue Size .Double Wall Triple Wall Insulated y -- __ _ Yes No N/ Comments Floor Protection Clearances to Combustibles (all sides) Firestop(s) Vertical Chase Wall Penetration Vent Clearances to Combustibles Vent/Chimney Termination Chimney height must be 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Gas Shut-Off Valve Combustion Air Hearth Extension (if any) Mantel Height above f/p opening Witness Operation Tank Placement(if LP) White-Building Dept. �— - Yellow Cost(Iner Fink-Fire Marslial 2 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: / U� Queensbury Building&Code Enforcement Arrive: _arn/ epart: m/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: r7p NAME: L�t7 PERMIT#: - (} LOCATION: INSPECT ON: 0-. TYPE OF STRUCTURE: Y 1v N/A amin COMMENTS tt sr:'Fr ' Jac tuds/Headers Bracing/Bridging Joist hangers //� �Q /Z 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 A)& 1 /2 (w) 16 gauge (8) 16D nails each side K-v Draft stopping 1,000 sq. ft. floor trussesG- Anchor Bolts 6 ft. or less on center �Q ��//�� _ Ice and snow shield 24 inches from wall �X�05C (l 1661e 'F✓I4t:1A)C Fire separation 1, 2, 3 hour F' e wall 2, 3,_4 hour Firestopping_ - Penetration sealed Pei> 16 inch insulation in cavity min. ✓ `r-� �r-� �,��_ (� Garage Fire Separation House side %2 inch or 5/8 inch Type X n 1 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 L:\SucHemingway\Building.Codes.inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 ltoi Plus ugh Pling / Insulation Inspection Report i, . 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: L NAME: /3 PERMIT #: C20V44* LOCATION:' c-14L S' AL-A,,,e-c 4,fk4l) INSPECT ON: TYPE OF STRUCTURE: Y IN /N/A um rn Nail Plates ent / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Ne t/ A,06F: Clean,Qut-every 100 feet / change of direction Pressure�I.�;'I'r e'Test Vent i ead 5 P.S.I. or 10 ft. above highest connection for 15 minutes *Pressure Test Water 'y Piping Air 50i. . 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 t Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received': Queensbury Building & Code Enforcement Arrive: arn`/p �D/epart: U✓ am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: ��_' ��P , PERMIT LOCATION: 3 At o W INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS Framitlg, ;_; - ,Q Jack Studs/Headers Z Bracing/Bridging l 515 Joist hangers _---- Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. :R0 U-k-0 a1 6 Stairwells 36 in. or more [� Headroom 6 ft. 8 in. P1?bVj1>C-, A c�)Q i7t.0 AJ A-C— Notches/Holes/Bearing Walls �� Metal Strapping for Notches Top Plate Pic v V.A,-A)S 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 Fi d wall 2, 33 4 hour Tres oPPingr_ Gfq L- �1 wpo� Penetration sealedr� 16 inch insulation in cavity min. "I �C Garage Fire Separation House side %inch or 5/8 inch Type X Garage side 518 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 LASueHemingway\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: arn/ e am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. NAME: �)' PERMIT#: v — LOCATION: INSPECT ON: TYPE OF STRUCTURE: Zct);� Framing Y N N/A COMMENTS Jack Studs/Headers Cal j rlJ Bracing/Bridging I Joist hangers Jack Posts/Main Beams CJ Exterior sheeting nailed properly ' 12"O.C. �� 1 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 �'jpeand snow sh d 24 hes 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 L:\SueHemingway\Building.Codes.Inspection.FORMS\I--raming Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: _arn/pjn Depart: ani/4�h) 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: Gl�" NAME: ►/ /( 0"- PERMIT#: LOCATION: NG', i,IA�4 _ INSPECT ON: ? Lj TYPE OF STRUCTU Framing Y N N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly �--� -N-v 12"O.C. Headroom 6 ft. 8 in. "�'` 7_� t� 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 a \') Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %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 LASueHemin-way\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: -arn/prp Depart: an�m 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: �i��cj V� PERMIT#: `"Cl� LOCATION: INSPECT ON: 21D TYPE OF STRUCTU Framing Y N IN/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 %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 ;I Ic nd now shield 24 inches from wall ire 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 Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/ m Depart: •m/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: /`-�� NAME: (J'� PERMIT#: q -c-1 ' LOCATION: 7 INSPECT ON: — TYPE OF STRUCTUR 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 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 _ Backf ll 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\l:oundation Inspection Report.doc January 28,2003 .Ss Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release I Data filename:C:\Program Files\Check\REScheck\Lot 8 Noble Way.rck TO ! 20 PROJECT TITLE:Claremont B�0GQ(1FFNS o4 ANO�EERY COUNTY: Saratoga STATE:New York HDD:7244 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 11/21/04 DATE OF PLANS:November 21,2004 PROJECT DESCRIPTION: Lot 8 Noble Way Queensbury,New York DESIGNER/CONTRACTOR: The BH Group COMPLIANCE:Passes Maximum UA=632 Your Home UA=546 13.6%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1443 30.0 0.0 51 Ceiling 2:Cathedral Ceiling(no attic) 263 30.0 0.0 9 Wall 1:Wood Frame, 16"o.c. 3192 19.0 0.0 164 Window 1:Vinyl Frame:Double Pane 358 0.510 183 Door 1:Solid 55 0.190 10 Door 2:Glass 40 0.510 20 Basement Wall 1: Solid Concrete or Masonry 1368 11.0 0.0 96 Wall height: 8.0' Depth below grade:6.0' OF NEB, Insulation depth: 8.0' N.�`i EDW,g��O Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 330 24.0 0.0 Furnace 1:Forced Hot Air,92 AFUE 7k Q: COMPLIANCE STATEMENT: The proposed building represented in this document is con t specifications,and other calculations submitted with this permit application. The proposed terns av di�� e New York State Energy Conservation Construction Code requirements. When a Registered Design Profes 1 d REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release I DATE: 11/21/04 PROJECT TITLE:Claremont Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: [ ] 2. Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Basement Walls: [ ] 1. Basement Wall 1: Solid Concrete or Masonry,8.0'ht/6.0'bg/8.0'insul, R-11.0 cavity insulation Comments: Windows: [ ] 1. Window 1:Vinyl Frame:Double Pane,U-factor:0.510 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: Doors: [ ] 1. Door 1: Solid,U-factor:0.190 Comments: [ ] 2. Door 2:Glass,U-factor:0.510 Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R 24.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Furnace 1:Forced Hot Air,92 AFUE or higher Make and Model Number Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. D 3'. [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R 2. Insulation is not required on return ducts in basements. Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and scams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 T must be insulated to the levels in Table 2. Table]: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 111 Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems - Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only)