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2011-120 MAP REFERENCE SUBDIVISION PLAN MADE FOR . HAYES AND HAYES BY. VAN DUSEN&STEVES DATED:JUNE 15, 2007 LAST REVISED:NOVEMBER 5, 2007 LANDS N/F OF LOT 2 EDDY 1,500 L. SEPTIC TANK r ° fABSORPTION._BENCHES IQ A` T 1 AREA 171 5 . 71 sq, f CV .40 acres DISTRIBUTION I' ,rte BOX a 2 STORY �"'8<xzWOOD FRAMED y,. HOUSE I NO r IzNOTE: NO DRIVE �,� b` a AT TIME OF SURVEY Q� V Q "0440 _ 3 L 3 25.00 R ,`,U11►tt1111/1,��� W 400 SEPTIC SYSTEM -- AS - BUILT BY NACE ENGINEERING a et January 13, 2009 `n Du RNO 1AW1*M=µmum m at ADM= A WRVEY SCate 1'=20' MW WAA t1CDM LAND SURY Y NS WAL D A Ma p Of 8 .S' ✓uTVep Or made .f& NOMmN OF SW=rAk SO-Oh OMN$W M NIM rax WAlt MWATM LAW Steves ONLY COPE# =1&O=&A 1Mt flNlrEY MAI!®"AN aeatµOF 11E tA1D tlNtrEVORS S- 1 I`SIAM� V K Y"I= Hayes Construction Group �CIF%M11011E.NMm=Ntmw"a"7"T - TD lwNtrEY WAtt PN9AlIFD M A It11N 11E. - L a n d Surveyors tO0S1OPO COOL 0i PRACTICE POR" DI& !Y 1K N!7 WRC SM1E ASOOCtAl1011 a PItdPEEwpbIL 1"SUM" A SMD Ck7CImi"MULL RM W&Y m W MOM Pal OW 1Nt XWKY K MWAIM NO IN-EEr 1 OF 1 ON MO MMM W M VIAE COMPANY,OOYEJOwE11TAL - 169 Haviland Road Queensb New York 12804 AMM AM LM'°'"�WWW�"°EK AM Town Of Queensbury, 'Darren County, New York ury, TO M Mom OP W Loom Pown1M! 1 1/26/09 SEPTIC SYSTEM AS—BUILT Hayes 518 792-8474 New York Lic. No. 50135 NO. DATE DESCRIPTION DWG. NO. 04007-1 _ I 1/2" On ROOF SHEATMNG 1/2" OSB ROOF BREATHING _ 12 ROOF TRUSS �9 ROOT TRUSS RT7 TRUSS TISDOIIN 12 IMETAL DRIP EDGE RT7 TRUSS TIBD0IIN 9 — 23W SUBFASCIA VINYL OPTION METAL DRIP EDGEF CHANNEL T - 111 OPTION 8" ALUMINUM FASCLI 1X8 FASCIA -- 2X4 STUDS • 18" OC VINYL SOFFIT ALUMINUM FASCIA — J CHANNEL 2X4 STUDS 0 18" OC 3/8" PLYWOOD SOFFIT DBL. 4 VINYL SIDING 5/4X3 SOFFIT NAILER -- 1X6 FASCIA 3/4" QUARTER ROUND VINYL SOFFIT 7/18 WAFERBOARD SHEATHING OPTIONAL "Z" FLASHING T-111 SIDING VINYL CORNER BOARDS 11INDOlf EAVE DETAIL VINYL OPTIONT - 1111X4 CORNER BOARDSIF] NO s EAVE D TAIL OPTION DBL. 4 VINYL SIDING ROOF TRUSS T-111 SIDING OPTIONAL DISAPPEARING STAIRS REAR ELEVATION RIGHT ELEVATION END TRUSS DISAPPEARING STAIRWAY 2X6 RAKE ATTIC ROOF TRUSS LADDER W/ ""JOIST HANGER TYP. BLOCKING 2X8 HEADER ti WALL SHEATHING 54" zXa / B N �/ ANY TWO M. 3/0X5/0 FIELD BUILT WALL STUDS BEYOND ATTIC OF TRUSS BARN DOOR R.O. 3'-2 3/8"X5'-1 3/8" DIMENSIONS ABOVE ARE 9 OPTIONAL ROUGH OPENINGS FOR Fil F \ 1 2 DISAPPEARING R NG2?.e9a BY CONCRETE SLAB _001y RAKE LADDER FRAMING DETAIL NO SCALE 24NO SCALE ' 12' 12' NOTE: CHECK WITH LOCAL BUILDING DEPARTMENT REGARDING USAGE OF 12 ICE AND WATER SHIELD AT THE EAVES. ®®® 9 Gp F TOWN OF QUEEN 3URY BUILDING DEP,aR MENT ROOF NOTES Based ®©® p4 r � m on our Iimlted examin ion,compliance ROOFING SHINGLES With our comments shall not a construed as 15# FELT PAPER full�mg Ian witfiae9 u ding are in F w 1/2 OSB ROOF SHEATHING 6 Codes of ®® " 1 TRUSSES ® 24 OC x/ 85 PSF GROUND SNUIf'�ADte' eo RT7 TRUSS TIEDOWNS ®®® METAL DRIP EDGE 1X6 FASCIA 12' 3/8" PLYWOOD SOFFIT 3/4" Tac OSB-7 4X3 SOFFIT NAILERS 3/4X4X8 &G OSB FLOOR SHEATHING PERMANENT LATERAL TRUSS BRACING GLUED & NAILED TO ATTIC TRUSS ELEVATION 1' TOP CORD - 1/2 OSB SHEATHING � % CTm � TOVYv ®FQU�NTU3DFRONT ELEVATION- LEFT 2-ROWS OUSWNoE � BUILDING & 0: T ..� WALL NOTES Reviewed B 2X4 STUDS ® 16" OC T-111 SIDING Date: TREATED 2X4 BOTTOM PLATE 1 ACTUAL DOOR DIMENSIONS 31/2" 23'-5" 31/2" FOUNDATION NOTES z" BACK 1/2"X12" ANCHOR BOLTS 1'-4 3/4 4" FRONT SPACED A MAX. OF 72" OC AND GRADE 12" IN FROM EACH END 8" CONC. WALL OVER 16"X8" KRAIT MUST BE DEEP CONC. FTG. REINF. FIELD BUILT 3/0X5/4 BARN DOOR �'� - �� 24 KEBABS COVERED BY EBARRIER vj R 4 CONC. SLAB OVER COMPACTED DOOR SKIN 4 ' SOIL. SLAB REINF. W/ 6X6 W.W.M. CROSS S W T 111 0 PT I O N NOTE: FOUNDATION MATERIALS N Q I C E ARE NOT PART OF PACKAGE 3'-2 3/8" ROUGH OPENING PRE—ENGINEERED ROOF TRUSSES FOAM INSULATION UST BE CCVFL" ARE DESIGNED TO RESIST ROOF BY A 15 MINUTE HERMA! R r).`_ r LOADS OF: 3/4" JAMB STOCK y\� 70 PSF GROUND SNOW LOAD w/ TRUSSES ® 16" OC 3/8"X3/4" SQUARE DOOR STOP 5/8" T-111 DOOR SKIN 1X4 DOOR ;�, 60 PSF GROUND SNOW LOAD w/ TRUSSES ® 24" OC FACE TRIM ", Cl) 10 PSF TOP CORD DEAD LOAD 30 PSF BOTTOM CORD LIVE LOAD INSIDE ATTIC AREA 24 'X� ATTIC - CAR 2X4 DOOR FRAME nl ROOF 'MUSS ROOF TRUSS d, 10 PSF BOTTOM CORD DEAD LOAD 90 MPH WIND LOAD GARAGE PLAN T-111 SIDING 3 1/2" BUTT HINGES 1X4 DOOR FACE TRIM T-111 SIDING ONES PAIR PER DOOR 5/8" T-111 DOOR SKIN Lj BRICKMOULD CASINGIF THE ROOF LOADING IN YOUR Scale: 1/4"-1'-0" Approved Drawn By: SRF AREA DIFFERS FROM THE ABOVE Date: 1/18/08 Job No: SPECIFICATIONS, PLEASE ADVISE CROSS SECTION THRU DOOR � -� YOUR CURTIS LUMBER SALES Title. ELEVATIONS/X—SECT. Page. i C , NO SALE 3'-0" PERSON IMMEDIATELY. N0 SCALE CURTIS LUMBER C O.JN . FE 91 © $ \ \ 15'-8 1/2- TOPSECOND 2~ x � 1'-9 1/z" V-8 1/2" °0 9 TOP PLATE �.. s H (1 ( r"� �2 i, H 2 r3 14'-0" SECOND " " '=y oo la'-a sEcarro TOP Pi�►TB 3 1/2" \ N. 8'-7 1 z" 1'-8" TOP PLATE 14-0 SECOND TOP PLATE ¢-27C8 Bl►R. 11 ° "1 -5 if 1101R. ALL WALL FRAMING t r s 11 1/4" 16" TY 9 -7 1 2 6 3/4" 16" TYP.9'-7 1/2" VIEWED W IJ D co CO 00 CO FROM " 00 / " _ i EXTERIOR 2' 8" 2'-e" i '-4 1/2 \ \ \ \ CO ., CO , LEFT WALL ^ CO ^ C FRONT WALL �' 10 1- 1.4 inI co CO CO 00 �+ �� r. CO �� � CO q L I- IL 15 1/4" s - 11 3/4" 16" TY 15 1/4"go 116- TYP. 9 Z74 d'I 7'-8 1/2" —� 15'-8 1/2" 1'-9 1/2" © o 8'-0" ® 3 1/2" 3 1/2„ 7'-8 1/2_ i5'-©1/2" 14'-0" SECOND TOP PLATE 9'-5" SECOND TOP PLATE " SECOND TOP PLATE 14'-0" SECOND TOP PLATE 2-2X8 HDR. co co REAR WALL ' a°z� � co � CO CO � �,o� „ -4 RIGHT WALL co r- i- co; [ULL I os;, a m i• co it 10 54 r 2'-to 3/8" ..It 1/2~ DOOR & WINDOW SCHEDULE ROM BOTTOM PUTS 15 1/4" 16" TYP. 15 1/4" 116"1 TYP. UT DOM ON 4" ��� M".16'-0" UNIT R.O. WIDTH R.O. HEIGHT TYP. 16" 15 1/4" 15 1/ 16 TYP. VSH2830 2'-8" 3'-0" 7'-8 1/2" 15'-8 1/2" 2/8 6/8 2'-10 3/8" 6'-10 1/2" 9X7 0HD 9'-1 1/2" 7'-0 3/4" 3/0 5/0 3'-2 2/8" 5'-1 3/8" M © 2X4 STUDS REAR WALL 1 24'-0" CORNER DETAIL 3B M 12'-0" 12'-0" s - - - - - - -- - - -- - - - - - - -- - - - - - - - - - - - m 1' 5'-6" 5'-6" 5'-6" 5'-6" 1' I aj M OPTIONAL �1 -- - - - - - - - - - - - - - - - - - - - - - -- - - - :-� VSH 2830 3B :1 R.O. 2'-8'X3'-0' \ - - - - - - - - - - -- - - - - - - -- - - -- - - - - i C.) ( I 8" CONC. WALL I I ® I I OVER 16"X8" DEEP M a I 2 1CTI 7'-8 1/2" 2/8 co I CONC. FOOTING ( I oo PROJECTIO I I REINF. 1V/ 2 #4 a ( I © ( REBARS CONTINUOUS ( in / 15-8 i/2~ I I ( I M SLAB O C; I i I o / 6X8 W.X.M. I I I I 1/2"X12" ANCHOR BOLT ROOF TRUSSES ABOVE CD 24" OC FOR 70 PSF GROUND SNOW LOAD in GRADE-- SII =III= �j ® 16" OC FOR 85 PSF GROUND SNOW LOAD ( I ( I I I —III—III= COMPACTED SOIL o 02 o ` o I UNEXCAVATED 1P/ LEFT WALL _ cit as m _, , I �_ 4 CONC. SLAB i u1"E \ RIGHT WALL � ( POURED OVER. — ®C/ 01 I SLAB REINF. 11/ 6X6 I co I W.W.M. 11_=1 I M xCID3C I I m FOUNDATION HALL c ( =1 I I=1 i I— o v ��7 �g�E 15'9e 1/2 I I ( FOOTING SNP Q I I 7,-®/2" m ( I v� DROP SHADED AREAS I I tO I I I I SLAB TO POUR OVER #4 REBAR M. 3-PLACES ( I 3A FOUNDATION DETAIL 3C 9X7 OHD 9X7 OHD - - - - - - -- - --- - - -- - -- -- -- - - -- -- MVAN =� =� R.O. 9'-1 1/2"17'-0 3/4" R.O. 9'-1 1/2"XT-0 3/4" is 10 1/2" 10 1/2" 1'-11" 9'-1 1/2" R.O. i'-11" 9'-1 1/2" R.O. 1'—il' " J� V-9—9 1/2 9'-4 1/2" 1 —8 9'-4 1/2„ 1 —9 1/2" 24'-09* 24'-0” 2X8 TRACK HANGER 2X4 TRTD. JACK � ' T T I C 2 C R © H H Q © STUD T sLAC 1'-9 3/2" 9'-7 1 2" 1 -8" 9'-7 1/2" 1'-9 1/2" 2X4 SPF JACK STUD FRONT HALL OR DOOR 2X4 KING stub DOOR STOP GARAGE PLAN 1%6 '"''® Approved Scale: 1/4"=1'-oH Drawn By: SRF FLOOR PLAN T-111 SLDLNGCKlt00LD FOUNDATION PLAN Date-, 1/18/08 Job No: OH DOOR JAMB/FRAMING DETAIL 3A Title: FLOOR, FDN. PLAN Page.- 2 CURTIS LUMBER CO . JNC ,