Loading...
2008-342 (2) DIRT DRIVE ti j z 4" MIN TOPSOIL OVER THE ENTIRE ABSORPTION TT AREA o FIELD; SEED AND ESTABLISH TURF v.1 22,663 sq. ft. 0.52 acres TOE OF TAPER z FILTER FABRIC TENCATE 12' TYPICAL DRIVE WIDTH DRILL HOLE m TOP OF TAPER 3 MIRAFI 140N OR EQUIVALENT -.1/4" PER FOOT (27) TAPER TO MEET EXISTING GRADE 1I- - 12" MAXzi — r✓ %I%A6 MIN. -� =1 I Imo, ( E-i I- _, I - I i_-;i --1 I ,_i 1;�1 f i-1 {=! ► I-1 /� 226831"f o 0 2" MIN. 00o SLOPE OOq�ppCp� — — r 1 U / 2 \ L, NYSDOT DRIVEWAY - 4" SCREENED GRAVEL. C) r �vpp � Rr \ a 12 �� OO o _ o� 304-1 TYPE 2 OR 4 WELL COMPACTED � Tp LNp� SF �H -�Ep� 6" �0� 4" PERFORATED PVC LATERAL, COMPACTED SUBGRADE BANK RUN GRAVEL AS NEEDED TO �,-�,�pv�n �� �OUSF_SEPnC ( �Q7 A K SNFn o / " - / " END CAP r cp�OCl SLOPE 1 16 1 32 PER FT. PROVIDE SUBBASE BELOW DRIVEWAY v1 f `� — eur�OWc \ SET BACK ' 34" T011 2" fh ELOPE\ V eR gY 3 s r6F CRUSHED STONE 20, 0 ER ABSORPTION TRENCH P TYPICAL DRIVEWAY SECTION >� � o sr 3.p. PROFILE NTS r TS SITE SETBACKS N REQUIRED PROPOSED a,d o 4" MIN TOPSOIL OVER THE ENTIRE ABSORP77ON FIELD; PROPOSE HOUSE I , ' ��, � FRONT 50 72 WASTEWATER SYSTEM DESIGN o I� 0 ' o SEED & ESTABLISH TURF OVEFORRFILL TO SETTLEMENI ALLOW 3 BEDROOM RESIDENCE _ REAR 30 112 BACKFILL FREE OF 83• ` 1 STONES OVER 3" WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) 0 T 1 �� EAST SIDE 30 31 DESIGN FLOW - 110 GPD/BEDROOM AINTgIN 15 � SYSTEM DESIGN FLOW - 330 GPD ]00' a SETBACK 7.0 WEB WELL SEJBACK 10 WEST SIDE 30' 31' SEPTIC TANK - 1000 GAL PRECAST CONCRETE IRS PROPER AND SIDE ' � PUMP STATION - 1000 GAL P�+1 ERTY LINE E 1 ZONE - QUEENSBURY RR-5A RECAST CONCRETE OBRF FILTER FABRIC LEACH FIELD - STANDARD PIPE IN STONE TRENCHES INSTALLED IN ' 20, ' " " MIRAFJ 140N 2' TRENCH WIDTH 6-12" STABILIZED FILL _ _ ROPOSED 4 SDR-35 HOUSE SEWER; 1/4 PER FT. MIN. SLOPE OR EQUAL � DESIGN PERCOLATION RATE = 8-10 MIN/IN 10WELLESHBORING ` '� ` 1p• APPLICATION RATE = 0.9 GPD SF ETBACK 2267J SEP -- ACK ROPOSED 1000 GAL PRECAST CONCRETE SEPTIC TANK / i �. 1iC Sf 20' " S86• 2 MIN• � Og ABSORPTION TRENCH AREA REQUIRED = 387 SF N 1 \ � 1-W ROPOSED SHALLOW ABSORPTION FIELD; " 2' WIDE ABSORPTION TRENCH REQUIRED = 184 LF tc N 12 MIN. , , N (5) PIPE-IN-STONE ABSORPTION TRENCHES ® 40 EACH 6" o� Gbo00 INSTALL (5) TRENCHES 0 40 EACH (200 LF TOTAL) _ \ �DO� q���o� POTABLE WATER SUPPLY TO BE ON-SITE WELL ROPOSED 1000 GAL PRECAST CONCRETE PUMP STATION -v 3/4" TO 1-1/2" - MAINTAIN 50' WELL TO SEPTIC TANK SETBACK ~ CRUSHED STONE o \ ROPOSED DISTRIBUTION BOX - MAINTAIN 100' WELL TO ABSORPTION FIELD SETBACK PLAN VIEW ROPOSED 4" SDR-35 EFFLUENT SEWER; 1/8" PER FT. MIN. SLOPE ABSORPTION TRENCH SECTION SITE SOILS DATA SCALE: 1'=20'-W NTS TEST PITS WATERTIGHT COVER WITH TP-1 - 6/09/07 BY T. HUTCHINS CSANITARY SEAL AND VENT 0-48" SAND FILL, PLACED MARCH 2O07 SUGGESTED POLYETHYLENE EXTERIOR WEATHERPROOF ELECTRICAL 48-70" NATIVE SILTY CLAY LOAM APPROXIMATE EXTENSION TO GRADE WITH INSTALL FLOAT SWITCHES TO OPERATE PUMP SUGGESTED JUNCTION BOX (IF NECESSARY). SEAL "T " 70" ROCK LEDGE FINISH GRADE TAMPER RESISTANT ACCESS AND MAINTAIN LEVELS AS INDICATED POLYETHYLENE EXTENSION CONDUIT GAS TIGHT. INSTALL 5' MINIMUM COVER 18 MIN WATER SEEPAGE ® 68" COVER TO GRADE WITH TAMPER LOCATE JUNCTION PANELINB HOUSE.IN �DO 4NOT RESISTANT ACCESS COVER i -.. PERC TESTS 12" t COVER POWER r �.- PT 1 - 6/20/08 BY C. WOODCOCK ,;. FINISHED GRADE STABILIZED PERCOLATION RATE: DISBRIBUTION BOX 8 MIN i 3 SEC . Z . _ .�. TO HOUSE ✓" ; 4" SCH. 40 PVC 3„ (10' MIN) >4 PITLESS ADAPTER INLET 4" PVC SCH-40 ® FILL MATERIAL NOTES LIQUID LEVEL OUTLET BAFFLE A 2" ANNULUS OF NEAT CEMENT OR AFTER REMOVING ORGANICS, PLACE SYSTEM FILL OVER THE TAPER AREA AS MIN. SLOPE 2" SDR 11 HDPE BENTONITE GROUT IS REQUIRED. SHOWN. SYSTEM FILL TO BE LOAMY SAND FILL WITH PERCOLATION RATE OF 1/4" PER FOOT MIN. SLOPE OR SDR 21 PVC USE SPEED LEVELERS TO SEAL CASING TO BEDROCK 15" 1/8" PER FOOT FORCEMAIN ASSURE ALL OUTLETS ARE AT REFER TO CITED PUBLICATION FOR 5-10 MINUTES PER INCH. FILL TO BE STABILIZED IN 6" LIFTS WITH TRACKED q 18"MIN. MINIMUM REQUIRED DEPTH OF GROUT EXACTLY THE SAME ELEVATION EQUIPMENT. WATERTIGHT SLEEVE ALARM - 6" AND SEAL (TYP.) ABOVE 'PUMP ON' VOLUME OF DOSE 4" PVC SCH-40 SOLID HEADER TOME I % a- z X TO BE 100t GALS PERFORATED TRENCH PIPING, 1/8 SYSTEM INSTALLATION NOTES o PUMP ON 2" SCH 40 PVC OR PER FOOT MIN SLOPE CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE GALVANIZED PIPING INSIDE o 500 PUMP OFF WATER SUPPLY WELLS SHALL BE 1000 GAL M w WET WELL THROUGH WALL CONSTRUCTED IN ACCORDANCE WITH THE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND PRECAST 12" MIN. PUMP STATION NOTES STANDARDS OF APPENDIX 5-B "STANDARDS ASTM F481 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SUBMERSIBLE PUMP CONCRETE GATE VALVE SEAL ALL TANK OPENINGS WATERTIGHT. FOR WATER WELLS" OF 10 NYCRR SEPTIC TANK LEACH FIELDS. SEPTIC TANK MINIMUM 2X WIDTH REDUCING TEE POINTED MAXIMUM 4X WIDTH PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL AFTER EXCAVATION OF 2' WIDE TRENCH TO THE DEPTHS REQUIRED, THE WALLS CHECK VALVE DOWNWARD WITH 1" BALL VALVE NTH VISUAL AND AUDIBLE ALARM. INSTALL CONTROL PANEL INSIDE THROTTLED TO ALLOW TRICKLE HOUSE IN ACCESSIBLE LOCATION. AND FLOOR OF EACH TRENCH SHALL BE CLEANED AND RAKED IN ORDER TO • e • + • 4 e - • • • DRAIN BACK INTO WETYVELL LOOSEN SMEARED SECTIONS OF TRENCH. SEPTIC TANK NOTES EFFLUENT PUMP 1000 GAL PRECAST CONCRETE INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM IN TANK AS HOLDING/PUMP TANK UNION - LOCATE SUCH THAT HOUSE IN ACCORDANCE WITH NATIONAL ELECTRIC CODE (N.E.C.) PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE GOULDS 3885 UNION CAN BE DISCONNECTED REQUIREMENTS. DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS WE03L 230V AND PUMP REMOVED WITHOUT BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE MANUFACTURED BY FORT MILLER OR EQUIVALENT. SINGLE PHASE TANK ENTRY SET ALARM LEVEL 6" ABOVE "PUMP ON." WELL DETAIL GRAINED SOILS AND WASTE MATERIAL IN THE STONE AND PIPE. ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE LIQUID VOLUME BETWEEN "PUMP ON" AND "PUMP OFF" TO BE 100t NTS �/ THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. SEPTIC TANK AND PUMP STATION DETAIL GALLONS. J7 CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY NTS PUMP TO BE GOULDS MODEL 3885, WE03L 23OV, SINGLE PHASE, D E C E Q LE CONDITIONS. PIPE SHALL BE LAID WITH HOLES DOWN IN ALL CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. 30 GPM PUMP AT 20 FT HEAD. ALL JOINTS MUST BE SEALED. VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. j JUN ) o 2Q08AL OSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SU FAC RUNOFF AWAY FROM THE DISPOSAL FIELD. 7V'j F Q 9 Y BUILDING & COIF USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING 10 HAS BEEN INSTALLED. 66't TOTAL SYSTEM WIDTH op 10 20' 26t TOP OF SYSTEM WIDTH 20' ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL TO TOP OF TAPER TO TOP OF TAPER ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 4" MINIMUM TOPSOIL ON TYPICAL ABSORBTION TRENCH ENTIRE FILL AREA. SEED (6) REQUIRED EACH 35' LONG EXISTING ORGANIC MATERIAL AND ESTABLISH TURF. 6 TYP. TRENCH . TO BE REMOVED PRIOR TO NOTE: INSTALL TRENCHES TO PROVIDE MINIMUM — - SLOPE SPACING SLOPE O'��" 3 PLACING GRANULAR FILL _� 2' SEPARATION BETWEEN EXISTING GRADE AND i E i OF STONE) OVER ENTIREMLENGTHEOFHTRENCH�M � £nvi, `y f I i C I ! { zz Hi 0 ISSUED 6/2 8 i _ _ I �. — — —_— ISTING GRADE — — — — — — —_—_— —_—_—_— —_— .— — — _ No. Revision s - - _ _ _ I I III-I I I I I�I I I!I I !-I I !-i I I-III-1 { I-III-I 1 I_{ I I-1 I {_I I I_I I I-III I I i-III-I i I-III-I i I-III-III-III-1 I I-1 I I-III-I ! I-III-III-III-I l -III-I i �-� � �_� III--III-11 - - WASTEWATER SYSTEM DESIGN Lr prepared for: _ R AREA _ BEN CAMPBELL MAXIMUM ESLOPE 1:5 MECHANICALLY STABILIZE,,55 10 GRA PLACED NULAR FMAR H 2OILL I07 AI----/ NATIVE SILTY SUBSOIL ROCK LEDGEZ MECHANICALGRANULY STABILIZE, 5 R FILL i 10 MAXIMUM AL,J ESLOPE 1:5 MAP REFERENCES: Rt 9L - Queensbury MIN. INPLACE STABILIZED MIN. INPLACE STABILIZED PERCOLATION RATE PERCOLATION RATE DRAWING S-1 OF '"MAP OF A SURVEY Town of Queensbury,Warren County,New York MADE FOR BEN CAMPBELL' Drawn: LWD Checked: GTH Scale: NOTED Date: 6/25/08 PREPARED BY VAN DUSEN & STEVES LAND SURVEYORS, QUEENSBURY, NEW 169 Haviland Road ABSORPTION TRENCH SECTION YORK, 12804 Queensbury, NY 12804 NTS DATED: JULY 7, 2006 (518) 745-0307 Phone 29174-01-S 1 LAST REVISED: JULY 17, 2006 Hutchins Engineenng 518 745-0308 Fax III'I AREA DIRT DRILL HOLE DRIVE 22663 SF 0.52 ACRES f ZONE RR-5A z SITE SETBACKS O U Z REQUIRED PROPOSED FxisnN W G RUNOFF TOE OF TAPER � Z 3 CO FRONT 50' 72' if ` UM1T TOP OF TAPERA REAR y. I ,,p `' _ DIS>�R,BgN ► 30' 112.5' 5 w EAST SIDE 30' 31' SHALLOW w ov h RE MAN SSED SWALE WEST SIDE 0 x�� ,N AREA -� � Xp o 0 30 31 v `Q 5 — s. a. O O 'O 5 SHALLOW GRASSED SWALE N86 08,4 SHED RETENTION AREA - _ EXISTING IMPERVIOUS r ExISTjNG `' -- 1"E REMO E -_ 226 ,3' AREA VED CJ HOUSE STORY BE R FRAME 125 S HOUSE & GAR 957 SF o '�o`'-' AREA REMO � ��..`� F AGE ROOF AREAS 832 S� XISTING GRADE ��^ _ a mac, -. J, 10' SEP�C SEA Tap- ASPHALT DRIVE NA ��`�/(� C 20' TOTAL IMPERVIOUS l 957 SF PERCENT IMPERVIOUS '�oQ�\ PR ��� t O?��o r 4.22% OpOS - r C? �'o-�� AREA _E13 DRIVE a20 � `-1�4 � SF 1 C� oC gOPOSED HOUSEREA 0 1463 SF r SITE DEVELOPMENT DATA TOTAL LOT T AREA 22,663 SF PROPOSED IMPERVIOUS AREAS z r /� ►r SEE SHEET S-1 FOR HOUSE & GARAGE ROOF AREAS 1463 SF WASTEWATER DESIGN r ASPHALT DRIVE 1338 SF 0ZI TOTAL IMPERVIOUS 2801 SF IRS uM of 1 D _ f PERCENT IMPERVIOUS 12.36% 0 BRF _� rr LIMIT OF DISTURBANCE 11604 SF - - - -- - � _ � _ � VMIT0 p!1 20' r 100' NEIGHBORING WELL SETBACK ` �� nRe� � ` - _ STORM r WATER DESIGN 226 o PROPOSED IMPERVIOUS 2801 SF j S86 0 , SEPTj�SETggC 20' r 8 4l"W K ' ro EXISTING IMPERVIOUS a a 957 SF u' NET NEW IMPERVIOUS 1844 SF o MINOR STORMWATER DESIGN co RETENTION VOLUME QUN) 2766 GAL / 370 CIF o o \ o \\ VOLUME PROVIDED BY GRASS 373 CF (0.5' DEPTH, 746 SF BASE \ STORMWATER DESIGN PLAN VIEW RETENTION AREA FOOPTRINT) \ SCALE: 1"=10' STORMWATER DESIGN IN ACCORDANCE WITH TOWN \ OF QUEENSBURY MINOR STORMWATER CRITERIA. \\ BRF APPROV E ru% _ \ Application L 8 2008 j Zoning Administrator _ TOWN OF QUEENSEURY ALTERATION OF THIS DOCUMENT EXCEPT SY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. FILL WITH NATIVE MATERIAL 12' TYPICAL DRIVE WIDTH ORIGINAL GRADE 10 5+ 5' SEED AND MULCH TO GROUNDCOVER 1/4" PER FOOT (2%) TAPER TO MEET MIN. MIN. EXISTING GRADE SHALLOW GRASSED SWALE I I I—! s" MAX RETENTION AREA NOTES: ;ill;;:lli;III II Il-1il,;I!I;ill.;ilf�! ii-111�! �1Q IIHI MAX SLOPE- — o SLOPES SHOULD BE VERY GRADUAL TO ISSUED FOR PERMIT 07/23/08 I " I 1 I I ACCOMMODATE FOR MOWING AND TO PREVENT DRIVEWAY - 4 SCREENED GRAVEL, NYSDOT N o. Revisions I i i I _ I i EROSION. BUILD SWALES TO A MAXIMUM HEIGHT 304-1 TYPE 2 OR 4 WELL COMPACTED D a t e OF 6" ABOVE GRADE AND A MAXIMUM DEPTH OF COMPACTED SUBGRADEJ BANK RUN GRAVEL AS NEEDED TO STORMWATER PLAN PROVIDE SUBBASE BELOW DRIVEWAY 6" BELOW GRADE. SWALES SHOULD NEVER BE prepared for: GRADED TO MORE THAN A 10% SLOPE. SHALLOW GRASSED SWALE SECTION NTS TYPICAL DRIVEWAY SECTION BEN CAMPBELL NTS MAP REFERENCES: Rt 9L - Queensbury DRAWING S-1 OF "MAP OF A SURVEY Town of Queensbury,Warren County, New York MADE FOR BEN CAMPBELL" PREPARED BY VAN DUSEN & STEVES Drawn: CCW Checked: GTH Scale: NOTED Date: 7/23/OS LAND SURVEYORS, QUEENSBURY, NEW YORK. 12804 169 Haviland Road DATED: JULY 7, 2006 A Ak Ebb, Queensbury, NY 12804 i 29174-01-S2 LAST REVISED: JULY 17, 2006 Hutchins Engineering (518) 745-0307 Phone g g 518 745-0308 Fax 12 -- — 19 Mir H— —F u L=01 ;Hri 00 00 � 00EM 00 I I HI I I --- I I UNEX AVA @ AREA I 'I UNEXCAVATED AREA 1 ' FROS1 �r`AU i UNEXC� � AREA CRAWL SPACE I I I I I I FL-�--------------------7-1 --------------------------I-1- 1� s''�j---------------------------r 7—————— ---------------�� t--1--------------------L-1'- -------------------------I---i =- ---------------------------l—.L------- BASEMENT %MN�OtC-' TYP. r /lam„_l,,vl, _ I 12 -- 91F p — nv -f-f-f FrE _ - Ll - HH Reviewed I I CRAWL SPACE I I FROST WALL I I CRAWL SPACE I I I I I I I I Oats. II I� 11 II II II II I 11 II II II II rL-I------------------------- L— rL L1---_._---f-L � LJ---------------------------------------------------1--1 L--------------------------L-1-----------L —t------t--1------LJ OF Nj�� CAMPBELL RESIDENCE EVAPON HAq J` TOWN OF OUEENSBURY COUNTY OF WARREN STATE OF NEW YORK Scale:3/IC�II-/I OI! {/� �� • - N ELEVATIONS DATE: 6/5/08 SCALE: AS NOTED DWG. NO.: campb113.dwg 8/5/08 general revisions KEVIN L. HASTINGS, P.E. CONSUL27NO PNBrNPPB SHEET 1 OF 5 P.E. uC. No. REV. DATE: NOTE: 3 JAOKSON AVE..SOUTH GLENS FALLS.NEW PORK 12803 NOTE: - FLASHING INSTALLED IN ACCORDANCE W/ 38' 38' CODE SECTIONS 905.2.8 AND IN ALL ROOF VALLEYS AND SIDEWALL INTERSECTIONS 17'-4" 10'-4" 10'-4" '4 NOTE: 8'-3" 16'-3" 16'-6" e. - SECOND FLOOR TO HAVE 8' HEIGHT CEILINGS. 8'-10" 2' OWNER TO FURNISH BATHROOM - HOME OWNER TO FURNISH CONTRACTOR W/ -- LAYOUTS TO CONTRACTOR PRIOR 6' BATHROOM AND LAUNDRY LAYOUTS PRIOR TO TO CONSTRUCTION. e. CONSTRUCTION. (2) 1 3/4" X 9 1/2- M.L. HDR. Cfl ro O O O Eo re) 2x10 1/2 WALL W/ FLOOR JOIST 16" O.C. ! COLUMN in _ (ABOVE) �a ! I 200 6'-2" I N 0j i o COLUMN VE FLOOR(AJOIST BOVE)6" O.C. P(D ttom�,, 2%IO SOLID BLOCKING® 00/h CONTINUOUS AT MID SPAN �' DINING _ �_OF FLOOR JOIST(EACH AREA) OOM ! KITG1'IffN �11I !O N1�Er�1�00rl . FAMILYA 0 ED ySfr O w N 13'-2" 4'-10" 8'-8" ° 4' 6'-42'-6"4'-7" Is1>olve � I Or1 L-_j L-AUND� ' o, (2) 2xno w �l1 LV. (2) 2x110 pANT� N ® O O I B :_ DO 3'-g" 2'-9" o O 4 uAO 112DftT�a A SP. x i� 2-6 2'- 4'-4- 3' 5" STEP-UP _ _ .- ------- i o,O open to below ------- i7 -I open fo above I - 4'-6I"------------- 8'-5" `� x GL05 1 © © GL05LT ") O 11 -- �6' L M 2'-6" z'-6" NOTE: F z � A A � LF 3/4 HR. FIRE RATED TL-'— 01 6'-2" SELF CLOSING DOORS co v o 717 (4 O e. HARD WIRED AND 7 INTERCONNECTED SMOKE (4) 2x6 POST DETECTOR W/BATTERY (4) 2"x6" I TYP. BOTH SIDES (2) 1 3/4" X 9 1/2"M.L.HDR. BACKUP SUPPORT O O O iv W14 X 43 STEEL BEAM TYP, _ WI X 43 STEEL BEAM (DROPPED) _ ________ .__—____ 3._0„ U (4) 2"x6" (2)1 3/4"X 9 1/"M.L.HDR. 2 Gtt1' O 8' m SUPPORT /I I i TYP. ® I $ GAPAGE O o I-o N `° I DD1'0017 13�D1�OOrl i Govered Porch NOTE` N aD PLACE 5/8" TYPE "X" GYPSUM — o WALLBOARD ON ALL WALLS, ENTIRE I -- CEILING, AND ON THE INSIDE OF ALL I------------------- - - ----- ------ --------.-------- COMMOP! HOUSE :,I,L!-, r� C7UNG CD -- J- W74 X 43 STEEL BEAM (DROPPED) 1' (4) 2"x6" m m (4) 2x6 POST SUPPORT GARAGE DOOR OPENING TYP. BOTH SIDES- TYP- 9'x20' (2)-1 3/4" X 11 7/8"M.L. HDR. 5'-8" 10'-8" 5'-8" O 71 16' 38' 16' 22' - 38' FL-OOP FLAN SEGONO SLOOP FLOOD PLAN - FIP�57_FLOOD 5CO/e,'3/1G"-l'-O" Scale:3/I6"-1-0" NOTE: WINDOW SCHEDULE - ALL CEILINGS TO BE 8'-0" UNLESS NOTED OTHERWISE. TYPE MANUFACTURER QTY PRODUCT DESIGNATION UNITSIZE(WxH) ROUGHOPENING(WxH) GLAZING EXTERIORFIN131 INTERIOR FINISH REMARKS - PLACE (2) 0/4'X9)/2" M.L. HEADER OVER ALL EXTERIOR WALL 1 BASEMENT ANDERSEN 2 SERIES 200 12817 2'-7 5/8"x V-7 1/4" 2'-B 1/4" x 1'-7 3/4" DUAL PANE LOW E GLASS WHITE FACTORY PRIMED EXTERIOR COLOR,INTERIOR FINISH,HARDWARE,&SCREENS AS SPECIFIED BY OWNER OPENINGS UNLESS OTHERWISE NOTED. ALL HEADERS TO BE 2 DOUBLE HUNG-TILT WASH ANDERSEN 4 SERIES 200#244DH3050 2'-11 1/2" x 4'-ll 1/2" 3'-0"x 5'-0" ARGON FILLED LOW E INSULATING GLASS VINYL- WHITE PRE-FINISHED WHITE EXTERIOR COLOR.INTERIOR FINISH, HARDWARE,&SCREENS AS SPECIFIED BY OWNER DESIGNED IN ACCORDANCE W/ ASCE-7 CODE REQUIREMENTS. 3 DOUBLE HUNG-TILT WASH ANDERSEN 8 SERIES 200#244OH3049 2'-11 1/2" x 4'-8 1/2" S-O"x 4'-9' ARGON FILLED LOW E INSULATING GLASS VINYL- WHITE PRE-FINISHED WHITE EXTERIOR COLOR, INTERIOR FINISH, HARDWARE,&SCREENS AS SPECIFIED BY OWNER 4 DOOR SIDE-LITES THERMATRU 2 1'-0"x6'-8" - SMOKE DETECTORS TO BE HARD WIRED AND INTERCONNECTED 5 CASEMENT ANDERSEN 1 SERIES 200#CR25 4'-0"x 4'-il 7/8" 4'-0 1/2"x 5'-0 3/8" ARGON FILLED LOW E INSULATING GLASS VINYL- WHITE PRE-FINISHED WHITE EXTERIOR COLOR,INTERIOR FINISH, HARDWARE,&SCREENS AS SPECIFIED BY OWNER W/ BATTERY BACKUP. 6 DOUBLE HUNG-TILT WASH JANDERSEN 4 SERIES 200 f244DH2O40 V-11 1/2" x S-11 1/2" 2'-0- x 4'-0" ARGON FILLED LOW E INSULATING GLASS VINYL-WHITE PRE-FINISHED WHITE EXTERIOR COLOR, INTERIOR FINISH, HARDWARE, &SCREENS AS SPECIFIED BY OWNER 7 TRANSOM YANDOW ANDERSEN 2 SERIES 400 WM6217 2'-1 5/16"x 9'-3 5/16" 2'-1 7/8" x W-3 7/8" ARGON FILLED LOW E INSULATING GLASS VINYL- WHITE PRE-FINISHED WHITE COLONIAL GRILLE DOOR SCHEDULE DOOR TAG TYPE QTY. MANUFACTURER UNIT SIZE(W x H) FINISH REMARKS GLAZING A FIBERGLASS ENTRY DOOR 1 THERMATRU 3'-0"x 6'-8" FACTORY HARDWARE AS SPECIFIED BY OWNER TEMPERED LOW E W/GRILLES B PRE-HUNG WOOD INTERIOR DOOR 6 PELLA 2'-8"x 6'-B" FACTORY HARDWARE AS SPECIFIED BY OWNER N/A CAMPBELL RESIDENCE C PRE-HUNG STEEL EXTERIOR DOOR 1 PELLA 3'-0"x 6'-8" FACTORY HARDWARE AS SPECIFIED BY OWNER N/A U- �<�i�. TOWN OF QUEENSBURY COUNTY OF WARREN STATE OF NEW WORK �p E 81-FOLD DOORS 3 AS SPEC.BY OWNER 4'-O"x 6'-8" FACTORY W/REMOVABLE GRILLES N/A (� ��(( i , F BI-FOLD DOORS 2 AS SPEC.BY OWNER 3'-0"x 6'-B" FACTORY W/REMOVABLE GRILLES N/A '� N I a FLOOR PLAN H PERMA SHIELD GLIDING PATIO DOOR 1 ANDERSEN #PS51168L 5'-10 1/2" x 6'-7 1/2" FACTORY HARDWARE AS SPECIFIED BY OWNER TEMPERED LOW E W/GRILLES 2LjT _ , k1� -. Fo Nq.076269 K GARAGE DOOR 1 AS SPEC. BY OWNER 9'-0"x 18'-0" FACTORY HARDWARE AS SPECIFIED BY OWNER N/A �? Qr �^ 1 DATE: 6/5/08 SCALE: AS NOTED DWG. NO.: campbl12.dwg FIRE-RATED STEEL DOOR 3 PELLA 2' " ' "-8 x 6-8 FLUSH HARDWARE AS SPECIFIED BY OWNER N/A L- L8/5/08 general revisions KEYIN L. HASTINGS, P.E. CONSULNNc ENaNERR SHEET 2 OF 5 P.E. uC. NO. REV. DATE: NOTE: 3 JACKSON AVE..SOUTH GLENS FALLS,NEW YORK 12803 3e GENERAL NOTES: This structure is designed to be in accordance with and shall be constructed in a manner compliant with the following ordinances; New York State Fire Prevention and Building Code i -----...��.�...�������I i DIMENSIONS: U I CS I -Door rough openings are shown as 2" wider and 2" taller than finished opening unless otherwise indicated. See door schedule and 2'x4•0 24•O.C. w/ 6"POURED CONCRETE WALL o 40 consult with manufacturer as required. - FSK 25 R-11 FOIL FACED I -Dimensions are given from face of stud, face of slab, or top of (plywood) floor unless otherwise indicated as a finished or centerline dimension. INSULATION(TYP.) v~i — 16' CONCRETE FOOTING ' 9'-6" 9'-6" 11 9'-6" 9'-6" I I I I BEAM POCKET I face of stud finish face or center line c TYP. \WAM face of concrete FOUNDATION: (3) Zx12 CONT.CAM (3)-2x12 CONT.BEAM 1 (3)-2xi2 CONT.BEAM (3)-2x12 CONL I W I - - -— - -— —- - - - - - i � -Footings to be continuous 4000 Ib concrete. Typical footings to be 8" x 16" with (2j continuous horizontal #4 bar. L-_J d I All footings to have a 2' x 4" keyway and a minimum 24" vertical #4 bar beside the keyway extending into the foundation 36•x36"x18"CONCRETE i I wall ® 24 o.c. IO1 FOOTING W/2-04 EACHWAY m ;� -Foundation wall, of 8" thick 4000 psi concrete reinforced with continuous vertical #4 bar 0 24" o.c. and (3) continuous horizontal 4"STEEL GoxuMN TYP-7 o i i #4 bar located 3 from top and bottom and ® midspan of foundation wall. Rebar lengths to overlap not less than 24 0 all splices. (3)-202 CONT.BEAM C, I -Exterior face of foundation wall to be waterproofed with asphaltic material. Waterproofing to be installed as per manufacturer's instructions. a a, I Grow/5 ace o fl - ------------------ .. ; I -1/2" x 12" anchor bolts 0 top of foundation wall to be placed 0 48" o.c. and not less than 12" from exterior of all corners. P Finish grade shall slope away from foundation walls 6" in the first 10' as per BCNYS R401.3. Where existing grade makes this impossible, I I BASEMENT WINDOW d rw c ` I ; swales shall be developed in accordance with the exception to R401.3 as practicable. TYP. i WL SP. ul I --- f N 1 I CONCRETE FLOOR SLAB: (3)-202 CONT.BEAM I ------ -—- - —- -4" 3000 psi concrete with 6/6 x 6 x 6 WWM over 6 mil polyethylene water barrier and a 6" minimum compacted granular base. I 1 -Trowel finish, control joints to be not less than 20'-0" o.c. 0 4• TE SLAB W/ i I I -Minimum 8" deep, 4" wide haunches at slab edges. CONCRE MINIMUM COMPRESSION i IY POURED CONCRETE WALL i o STRENGTH OF 3000 PSI I I I I" EXTERIOR FRAMED WALLS: v~i I 16" CONCRETE FOOTING I I i -2" x 6" PT sill.plate and sill sealer. I 1 I g I I I I -2" x 6" studs ® 16" o.c. 2x10 SOLID BLOCKING I I I �- -1/2' gypsum wallboard interior finish. CONTINUOUS AT MID SPAN I I 3500 PSF CONCRETE SLAB FLOOR WITH I -1/2" CDX exterior sheathing. o OF FLOOR JOIST(EACH AREA) ( I FIBERMESH REINFORCING. FLOOR IS To HAVE I I —Air infiltration barrier (Tyvek or eq.). f I x I A POWER TROWELED&SEALED FINISH AND � I -Ice and water shield at all exterior comers. TO BE SLOPED TOWARDS GARAGE DOOR I -vinyl siding as per Owner's Specifications. -Vinyl trim color as per Owner's Specifications. Garage I I I tO INTERIOR FRAMED WALLS: z < I j Covered Porch =c I W< I O1 NOTE. -2" x 4" (PT O slab locations) sill plate. - i -2" x 4" studs A 16" o.c. o i UNExCAVATED AREA E o I S I I - ALL FOUNDATION WALLS TO BE 8" -1/2' gypsum wallboard interior finish except as otherwise indicated. _ I POURED CONCRETE UNLESS OTHERWISE L-------------- -- i o ! I NOTED. -_- FRAMED FLOORS: I I - CEILING HEIGHT IN BASEMENT"TO BE 8' L--- - -------------1 I I -2" x 10" joists ® 16" o.c. 48•FROST WALL I - ALL CONSTRUCTION SHALL COMPLY FEDERAL -3/4" T & G plywood glued and nailed to joists. STATE AND LOCAL BUILDING CODES. -5/8" Type 'X' GWB ceiling finish. - ALL DIMENSIONS ARE TO FACE OF CONCRETE 48'FROST WALL I I DROP TOP of WALL I `o I I I - AND TO CENTER OF DOOR AND WINDOW OPENINGS. 12"FOR DOOR ABOVE I iO ROOFS: TYP. - FOUNDATION WALL IS TO BE WATERPROOFED AND e MINIMUM CONCRETE SLAB I I I BACKFILLED WITH CLEAN FILL IN 12" LIFTS. -Roof trusses 24' O.C., rafters ® 16" o.c. where utilized. STRENGTH OF 3000 PSI I --------- ----------------- - ALL WOOD IN CONTACT WITH CONCRETE SHALL BE -5/8" CDX sheathing j PRESSURE TREATED. -Ice and water shield along full length of all valleys and surrounding all penetrations. ---���������-- -Rosin paper underlay. -Asphalt shingles as per Ownee s Specifications. 15-10" 38' 22'-2" -Flashing to be applied at all roof valleys and ridges, dormer walls, skylight,mechanical, and plumbing penetrations, and at any other location where water infiltration may occur. -Insure air flow above any future insulation and beneath roof. Provide polystyrene vents where butts may dose air space at eaves, or in any rafter bays that form cathedral ceilings. Rafters that form cathedrol ceilings are to be drilled with air circulation holes at OR hips and valleys, skylight framing, or anywhere else required to create continuous air flow from save to attic or vents. -Vinyl save panels at eave soffit to provide ventilation. FOUN ATION PI-AN -Continuous ridge vents 0 all ridges. -Pre-engineered Roof Trusses by others. „ u GLAZING: —Andersen Window Mfg. windows. Finishes, hardware, and screens as specified by owner. Pella slider to have tempered glazing. DOORS -As per door schedule. EXTERIOR TRIM: -Vinyl trim color .as per Owner's Specifications. STAIRS: -Stairs shall be constructed as per plans and in accordance with BCNYS R314. At no point shall finished clear headroom at a stair EXTERIOR WALL: be less than 6'-8". VINYL SIDING(BY OWNER) -Ali handrails shall be constructed in accordance with BCNYS R315 & R316. Handrails will be 34"-38" above AIR INFTLTRATION BARRIER (TYVEK OR EQ.) tread nosings and shall terminate in accordance with BCNYS R315.1. 1/2" CDX SHEATHING 2" x 6'STUDS 0 16" o.c. DESIGN LOADS: 2" Z" x T TOP PLATE This structure has been engineered in accordance with BCNYS, using the following live load values: 2" x 6" PT Sill PLATE W/SILL SEALER - g g g Ground Snow Load: 85 lbs./ sq. ft. Design Wind: 90 mph Floor Live Load: 40 lbs./sq. ft. Floor Live Load * Bedrooms: 30 lbs./sq. ft. 2x1D FLOOR JOIST Seismic Design Cat.: C Damage From Weathering: Severe in Frost Line Depth: 48" Damage From Termites: Slight To Moderate A Damage From Decay. None To Slight 1b • Winter Design Temp.: -5 Degrees F. Ice Shield Underloyment Required: Yes O • Flood Hazards: No WELL DRAINED ELECTRICAL: SAND & GRAVEL o 8" 4000 psi CONCRETE WALL: BACKFILL ® FULL I -Outlets and fixtures as specified by owner. Install in accordance with state and local codes. DEPTH OF FDN.WALL ) CONT. #4 HORIZ. BAR 3" FROM TOP & BOTTOM OF WALL & ® MIDPOINT -Smoke detectors to be hard wired and interconnected w/ battery backup. 24"-36" WIDE #4 VERTICAL BAR ® 24" o.c. FULL HEIGHT OF WALL 1/2" 0 x 12" J-BAR ANCHORS ® 48" o.c. (12" MAX_ FROM EXT. CORNERS) PLUMBING: TO SILL PLATE ABOVE -Fixtures as specified b owner. Install in accordance with state and local codes. WATERPROOFING sP y 12" x 16" 4000 psi CONCRETE FOOTING: (2) CONT. #4 HORIZONTAL BAR (3" MIN. COVER) C1� NE'v CAMPBELL RESIDENCE #4 HORIZONTAL BAR ® 24" o.c. 'tom #4 VERT. J-BAR EXT. 24" MIN. INTO WALL ABOVE 0 24' o.c. 2 x4" CHAMFERED KEY WAY (OFFSET FROM VERT. BAR AS REQ.) 1y. HAS0 M 6" MIN. CRUSHED STONE TOWN OF QUEENSBURY COUNTY OF WARREN STATE OF NEW YORK Co �N 6" MIN. COMPACTED GRANULAR FILL 4" PERK FOOTING DRAIN TO rm 3" yiP NO.D7626B �C? FOUNDATION PLAN DAYLIGHT, CONTRACTOR TO VERIFY DAYLIGHT LOCATION W/HOMEOWNER 16" FO I=OOTING DET I/L ARO oN DATE: 6/5/08 SCALE: AS NOTED DWG. NO.: campbll3.dwg M.T.S KEVIN L. HAS'TINGS, F.E. P.E.IJC. NO. REV. DATE; NOTE:. 3 JACKSM AVE�a r��NEW,pax 12eo3 SHEET 3 °F 5 /00000 ROOF CONSTRUCTION: GENERAL NOTES: ASPHALT SHINGLES & DRIP EDGE AS SPECIFIED BY OWNER (NOT SHOWN) ICE AND WATER SHIELD EXTENDING 36" HORIZONTAL FROM I.F. OF STUD (NOT SHOWN) This structure is designed to be in accordance with and shall be constructed in a manner compliant with the following ordinan / ROSIN PAPER UNDERLAYMENT (NOT SHOWN) 5//8" CDX SHEATHING - New York State Fire Prevention and BuildingCode PRE-FABRICATED.TRUSSES.0.24" o.a (ATTACH,TO PLATE_Wf/ H-CUPS) CONT. AIR VENT BAFFLES O 24" O.C., END AT RIDGE. INSTALL SO THAT FLOW IS NOT RESTRICTED DIMENSIONS: f FLOOR CONSTRUCTION: (UTILIZED IN GARAGE AREA ONLY) -Door rough openings are shown as 2' wider and 2" toiler than finished opening unless otherwise indicated. See door schedule and 3/4" T & G PLYWOOD GLUED AND NAILED consult with manufacturer as required. f TO BOTTOM CHORD OF ATTIC ROOF TRUSS -Dimensions are op (plywood)given from face of stud. fay of slab, a t of floor unless otherwise indicated as a finished or centarlIna dimension. face of stud f mist. foes or cater line APPROVED METAL TIES AT ALL ROOF BEARING face of concrete LOCATIONS AS PER CODE SECTION 802.11 FOUNDATION. -Footings to be continuous 4000 lb concrete. Typical footings to be 8" x 16" with (2) continuous horizontal #4 bar. V-8' ( ) 2" x 6" PLATE Ali foots to have a. 2' x 4' keyway and a minimum 24'-vertical #4 bar beside the keyway extending into the foundation wall O 24 o.c. EAVE CONSTRUCTION: -Foundation waNq of 8' thick 4000 psi concrete reinforced with continuous vertical ¢4 bay 0 24" o.c and (3) oontinupus horizontal /4 bar located 3 from top and bottom and O midepon of foundation wall. Reber lengths to overlap not less than 24 O all splices. 3/4" PINE FASgA W/ ALUMINUM FADE -Exterior face of foundation wall'to be waterproofed with PERFORATED VINYL LOOKOUT PANEL erp asphaltic material. Waterproofing to be installed as per manufacturer's-Instructions: 2" x 4' LOOKOUT FRAMING -1/2" x 12" anchor bolts O top of foundation wall to be placed O 48' o.c. and not less than 12" from exterior of all comers. - Finish grade shall slops away from foundation walls 6" in the first 10' as per BCNYS R401.3. Where existing grade makes this Impossible. swales shall be developed in accordance with the exception to R401.3 as practicable. CONCRETE FLOOR SLAB: .a -e 3000 i concrete with 6 6 x 6 WWM over 6 mil psi /6 polyethylene water barrier and a 6` minimum compacted granular bow. -Trowel Wish, control joints,to be not Iris than.2Q'-Q" o c, -Minimum 8' deep. 4" wide haunches at slab edges. EXTERIOR FRAMED WALLS: -2' x 6" PT sill plate and all sealer. EXTERiOR WALL: -2' I"6' studs 018" O.C. -1/2. gypsum wallboard Interior finish. VINYL SIDING (BY OWNER) _)/2 CDX extaniar shrlri AIR INFILTRATION BARRIER (TYVEK OR EQ.) -Air infiltration =crier err eq.). 1/2CDX SHEATHING -Ice and water shield al exterior comers. 2" x 6' STUDS O 16" o.c. -14nyt siding as per owner's SQecfleetisna. 22)x2" x 6 SILL PPLATE LATE W/ SILL.SEALER -VInyI trim cola as per Owners Specifications. INTERIOR FRAMED WALLS: -2' x 4" (PT O slab Iodations) sill plate. SLAB CONSTRUCTION: (UTILIZED IN GARAGE AREA ONLY) -2" IS 1/2 gypsum studspsum wd 1ib qq c - o ard�Interior finish except as otherwise indicated. 4" 3000 psi CONC. SLAB W/ 6 x 6 6/6 WWM FRAMED FLOORS- 8' MIN. HAUNCH O SLAB EDGES -2' x 10' joists O 16' o.c. -3/4' Tye G plywood glued and nailed to joists. -5/8' T X GWB ceiling finish. in 1 o ROOFS: 4p e0 O oC� -Roof trusses 24' D.C., rafters O W e.c,-wheren utiBzed. p • -5/8' COX sheathing 0 0 0 6" MIN. COMPACTED GRANULAR FILL -Ice and water shield clang full length of all valleys and surrounding all penetrations. O s COMPACTED SAND -Asphalt shingles as per Owners Specifications. & GRAVEL -Flashing to be aooiied at all roof valleys and ridges. dormer walls, skylight.mechanical, and plumbing penetrations. and at any other location where water infiltration may occur. WELL DRAINED -insure air flow above any future insulation and beneath roof. Provide pofr a vents where.butts may close-.cif apace at eaves, or SAND & GRAVEL o iR my raft boys the cathedrol ceilings liafters that form cathek3r ceilings are to be drilled with qit circulation holes at all BACKFTLL O FULL n e' 4o0O -d CONCRETE WALL hlpa 8nd akyl t Ing, or anywhere ease required to create con ous as flow from eave to attic or vents. DEPTH OF FDN.WALL 'r (3) CONT. #4 HORIZONTAL BAR 3' FROM TOP & BOTTOM OF WALL & O MIDPOINT -Vinyl save panels at save soffit to provide ventilation. 2e-36' WIDE #4 VERTICAL BAR O 24" o.c. FULL HEIGHT OF WALL -Continuous ridge vents O all ridges. e 1/2".0 x 12" J-SAR ANCHORS 0 48" o.c. (12" MAX. FROM EXTERIOR CORNERS) -Pre-engineered Roof Trusses by others. WATERPROOFING TO SILL PLATE ABOVE GLAZING: -Pella Windows Mfg. windows. Finishes. hardware. and screens as specified by owner. Pella slider to have tempered glazing. —8" x 16" �s�CONCRETE f00TiNG: o (2) CONT #4 HORIZONTAL BAR (3' MIN. COVER) #4 HORIZONTAL BAR O 24 o.c.#4 VERTICAL J-BAR -As per door schedule. I!NDING 24- MIN. INTO WALL ABOVE 0 24" a.c- 22" xx 4' CHAMFERED EKEY WAY (OFFSET FROM VERTICAL B AR AS REQ.) EXTERIOR TRIM N -Vinyl trim color as per Owners Specifications. M STAIRS: -Stairs shall be BNue�d as Per plans and ir► 0000rdanoe with 80tYS R314. At no point shag finished-dear heedroem at a stare be low than 6-8 e �n �� d with g yp R3 g 3" 3" -All d nasings be terminate in aaceerdec� wltn BGNYS R3�5101 & R316. Hondrods wall be 34'-38' above DESIGN LOADS: 16" - This structure has been engineered in accordance with BCNYS, using the fallowing live load values: SECTION A--A Ground Snow Load: 85 We./ sq. ft Design Wind: 90 Floor Live Load lbs./sq. ft. Floor Live Load O Bedrooms: 30 lbs./sq. ft. N.T.S. Seismic Design Cat.: C Damage From Weathering: Severs Frost Line Depth: 48' Damage From Termites: Slight To Moderate Damage From Decay: None To Slight Winter Design Temp.: -5 Degrees F. Ice Shield'Undertaymeint Required: Yes Flood Hazards: No ELE_CTRICAI_ -Outlets and fixtures as specified by owner. Install in accordance with state and local codes. -Semokw detectors to be hard wired and interconnected w/ battery-backup. PLUMBING: -Fixtures as specified by owner. Install in accordance with state and local codes. of NFL CAMPBELL RESIDENCE j0 TOWN OF QUEENSBURY COUNTY OF WARREN STATE OF NEV YORK sko No 076269 c�` SECTIONS �O N DATE: 6/5/08 SCN E AS NOTED DWG. NO.: compbN3.dwg "VIN L. HAS77NM P.B. P.E.Ur-NO. REV. DATE: lIOTE; 3+eansner,we OWN d aFA"fewer VM loess SHEET 5 CONTINUOUS RIDGE VENT ROOF CONSTRUCTION: ASPHALT SHINGLES&DRIP EDGE AS SPECIFIED BY OWNER (MOT SHOWN) ICE AND WATER SHIELD EXTENDING 36" HORIZONTAL FROM I.F. OF STUD(NOT SHOWN) ROSIN PAPER UNDERLAYMENT(NOT SHOWN) 5/8" COX SHEATHING PRE-ENGINEERT, AIR ED ROOF�TRUSSES,pTOO BE N.Y.S. CERTIFIED. II S ALL SO THAT FLOW 1S Nr�t RES1R 89 AT RM 5/8" COX SHEETING GENERAL NOTES: DRILL ING AND NOTCHING 12 ROSIN PAPER UNDERLAY STRUCTURAL FLOOR MEMBERS SHALL NOT BE CUT, BORED OR NOTCHED IN EXCESS OF THE LIMITATIONS 5 SPECIFIED IN CODE SECTION `502.8. ASPHALT SHINGLES AS PER PRE-FAB SCISSOR ROOF OWNERS SPECIFICATIONS DRILLING AND NOTCHING OF STUDS IN BEARING AND NON—BEARING WALLS, AS WELL AS TOP PLATES TRUSS O 2,r G.C. SHALL BE IN ACCORDANCE WITH CODE SECTION 602.6: SAFETY GLAZING / SAFETY GLASS TO BE INSTALLED IN AREAS DEFINED AS BEING LOCATED IN "HAZERDOUS LOCATIONS" SPECIFIED IN CODE SECTION 308.4. APPROVED METAL TIES AT ALL ROOF BEARING / LOCATIONS AS PER CODE SECTION 802.11 / ylI00D DESIGN CRITERIA ALL STRUCTURAL LUMBER.SHALL BE SPF#2 STRESS GRD_ LUMBER UNLESS NOTED OTHERWISE Fb = 1000 p.s.i. Fv = 70 p.s.i. E = 1,300,000 p.s.i. ALL GLUE—LAMINATED BEAMS TO CONFORM TO A.I.T.C. SPEC. THESE BEAMS SHALL HAVE THE FOLLOWING �_V 1=6' MINIMUM PROPERTIES. (2) 2" x 6" PLATE INSULATION PRE-ENGINEERED fB = 2,800 p.s.i. Fv = 285 p.s.i. E = 2,000,000 p.s.i. 1/2' GYPSUM WALL BOARD ROOF TRUSS 24, O.C. VINYL SLOTTED SAVE M'' PANEL Q EAVE CONSTRUCTION• I 3/4"PINE FASCIA W/ ALUMINUM FACE BEDROOM CLOSET LAUNDRY BATHROOM PERFORATED VINYL LOOKOUT PANEL 2" x 4' LOOKOUT FRAMING / N•-6' EXTERIOR WALL- VINYL SIDING (BY OWNER) AIR NFILTRATIOV BARRIER(TYVEK OR EQ.) I_2' COX SHEATHING 2' x 6" STUDS 0 16* oc. VINYL SIDING AS PER�� INSULATION (2) 2'�6" TOP PLATE OWNERS���� TYP_ 2' x B PT SILL PLATE W/SILL SEALER \\ 2'x6' STUD 16' O.C. INSULATION !6 TYP. ALL WALLS VAPOR BARRIER(TYVEK OR EMAIL)) BATH I KITCHEN 1/2" GYPSUM WALL BOARD TYP. 1/2" COX EXTERIOR SHEETING Ftoo 3/4' T&G PLYWDDD FLOOR'CONSTRUCTION- 314' T & G PLYWOOD GLUED AND NAII.ED TO JOISTS BELOW 2 x 10' JOISTS O IV o.a 200 CROSS BRIDGING TYP. 2x10 FLOOR JOIST 16' O.0(BEYOND). 200 FLOOR JOIST 16" O.C. WA1EliPR00f1NG .. _ .,-. f 8" POURED CONCRETE WALL SLAB CONSTRUCTION: 8' POURED CONCRETE WALL • 4` 30K10 pa CONC. SLAB.WL 8 x-6 6/6 WWM CRAWL.. SPACE ! • • • 8" MIN. HAUNCH O SLAB EDGES (3) 2'02' • • 2"x4"24'O.C. W/FSK 25 TYP. W • 3WMIDID.L�xi UNEXCAVATED AREA �FACED R-11 INSULATION 4 COLUMN aACTffxi O rvu TYP: DEPTH OF MKIIIALL • 24'-36"WIDE a' 4000 aei CONCRETE wA 1L• r Q ° 6" MIN. CRUSHED STONE (3) CONT. #4 HORIZONTAL BAR 3" FROM TOP do BOTTOM OF WALL & O MIDPOINT /4 VERTICAL BAR O 24' ox. FULL HEIGHT OF WALL VAPOR BARRIER o 0 1/2' ♦x I:r J-0AR ANCHORS O 49'ox. (12'`MAX. FROM EXTERIOR CORNERS) 16" ° 00 'g• o p TO Stu PLATE ABOVE 4" PERF. FOOTING DRAIN TO ACTED SAND 12'x16'CONCRETE "x36'W CONCRETE TYP ]2' x 16' 40m nm CONCRETE FOOTING: DAYLIGHT, CONTRACTOR TO VERIFY & GRAVELFOOTING FOOTING FOOTING- (2) �4 HORIZONTAL BAR OO MIN:COVER) DAYLIGHT LOCATION W/HOMEOWNER' ♦4 HOR120NTAL BAR O 24" D.C. *4 VERTICAL "AR EXTENDING 24' MIN. INTO WALL ABOVE O 24 o.c. 2" x e CHAMFERED KEY WAY(OFFSET FROM VERTICAL BAR AS REO.) L_,)(fc1 on N.T.S. ROOFS:. —Roof trusses 24" O.C., rafters ® 16" o.c. where utilized. —5/8" CDX sheathing -rice and water shield along full length of all valleys aind surrounding• off penetrations. —Rosin paper underlay. CAMPBELL RESIDENCE —Asphalt shingles as per Owner's Specifications. OF NEw —Flashing to be applied at all roof valleys and, ridges, dormer walls, sk)light, F. HqS j" location where water infiltration may occur. ,\�� r�.y O TOWN OF QUEENSBUar COUNTY OF WARREN STATE OF NEW PORK —Insure air flow above any future insulation and beneath roof. Provide polystyrene vents where batts may close air space at eaves, or va in any rafter bgys that form cathedral ceilings. Rafters that form cathedral ceilings are to be drilled with air circulation holes at all hips and valleys, skylight framing, or anywhere else required to create continuous air flow from eave to attic or vents. SECTIONS Vinyl save panels at save soffit to provide ventilation. `� NCI 076269 � —Continuous ridge vents 0 all ridges. —Pre—engineered Roof Trusses by others. o pO ' t DATE: 6/5/08 scALE AS NOTED DWG NO: campWld" "YIN L. HASTINGS; P B. 5 5 P E UIC N0 LR�v.. (#ATE NM- 4 4111 M A►_>IDIIM.g00_1RA 1L,MpR.;YCIK.I7IPA ...,.,,..,_ A complete TJ-Xpert® framing plan requires the iL-eveIG Framer's Pocket Guide » See iLevel®Framer's Pocket Guide for Product Trademark lnformation TJ�-Xpe rt software 38' A3 CS CS CS CS HANGER LIST-United Steel Products Company® C;i ) �J Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes Rml Hi 7 THF23925 12-10d x 1-1/2 2-10d x 1-1/2 - -- -- -- -- �f H2 1 H0410 18-16d Common 10-10d Common H3 1 THD410 38-16d Common 20-10d Common H4 2 THF17925 8-10d x 1-1/2 2-10d x 1-1/2 Tres Joist I 1 I I I � Hanger Notes: rim board I 16.38" O I o JOIST AND BEAM LIST . I A16 Plot ID Length Product Plies Qty 15.62" 1 A30 30' 9 1/2"TJI 230,pint 1 11 Load from above + j I I A20 20' 9 1/2"TJI 230 joist 1 11 1 I i A16 16' 9 1/2"TJI 230.1oist 1 6 A10 10' 9 1/2"TJI 230,joist 1 1 LL , MI 38, 13/4"x 9 1/2"1.9E Microllam LVL 2 2 �16 M2 18 13/4"x 9 1/2"1.9E Microllam LVL 2 2 Ml — -- M3 8' 1 3/4"x 9 1/2"1.9E Microllam LVL 2 2 _.2_ M4 8' 13/4"x 9 1/2"1.9E Microllam LVL 1 1 1 A20 M5 6' 13/4"x 9 1/2"1.9E Microllam LVL 2 4 I ACCESSORIES LIST 2x4 min mum I Rml 16' 1 1/4"x 9 1/2"1.3E TimberStrond LSL 1 9 squash blocks I 3 I I i 2 i Shl 4'x 8' 23/32"Panels(24"Span Rating) 1 29 Use 2x4 minimum squash blocks H1 Rm,Rim Board a � A30 CS to transfer load around TJYe it joist I " I N 10 1 16 4 4 IiIN I , I I I _ M4 M2- ----1 --- ---- -- -- -- —. -- -- 2 Rm1 HI i 16.38' A3 i i I w. li AID 'a { CS »PLEASE NOTE: YOUR TJ EXPERT FLOOR SYSTEM i LAYOUT IS BASED ON PLANS SUPPLIED TO CURTIS LUMBER. CURTIS LUMBER IS NOT RESPONSIBLE FOR ANY CHANGES IN Rml r I DIMENSIONS TO THOSE SHOWN ON TJ EXPERT CS CS LAYOUT. PLEASE REVIEW WITH YOUR A3 ARCHITECT OR PROJECT ENGINEER TO VERIFY ALL DIMENSIONS AND OPENINGS. THIS DESIGN WILL BECOME AN ORDER ONLY WITH CUSTOMER' S SIGNATURE APPROVING THE LAYOUT. I 777-- -1 16' 51/2" I 21' 6 1/2" PLEASE BE ADVISE : Customer Co CUSTOMER MUST REVIEW THESE P S AND PY SIGN AS ACCEPTED PRIOR TO ORD RING X CUSTOMER'S SIGNATURE-ACCEPTED DATE X PRINT NAME LEVEL NOTES CREATED BY SRF File Name:W871 Campbell.JOB Curtis Lumber Co.,Inc. 885 Route 67 Level Name:FIRST FLOOR Ballston Spa,NY 12020 Plotted:8/29/2008 10:21 (518)885-5311 Design Status: FAX(518)490-1398 FIRST FLOOR....8/28/2008 12:00 SECOND FLOOR...8/28/2008 12:00 ROOF...........8/28/2008 12:00 NOTE:Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASD Floor Area Loadinq Is: NAILING REQUIREMENTS Live Load mid 12 paf Dead Load Maximuximu m Joist Deflection: »IMPORTANT Return Policy on Engineered Lumber WARNING L/480 Live Load Products TJl®„loists at bearings: Two 8d(2Y2')box nails(1 each side), 1 Y" L/240 Total Load ***Curtis Lumber will Not Accept Returns minimum from end. TJ-Pro Rntinq Information: SYMBOL LEGEND for Engineered Lumber Products"* Joists are unstable until braced laterally Welqhted Averme: 59 TJI's,Micro La ,Timberstrand, Lowest Rntirq: 57 Note from Operator ms slulnms,etc Bracing Me/odes: Blocking panels,rim joist or rim board to bearing plate: Hiqhest Ratinq: 59 Blocking • sheathing Tile blocking panels or rim joist:10d(3")box nails at 6"O.C. Glued 4 Nailed Decking is Required Due to the structural nature of these Point Loud • products,exposure to the elements can This Joist rim board:Toenail with 10d(3")box nails at 6"o.c.or Direct Applied Ceilinq is Not Required ___ Line Load compromise the inteqrity of the product DO NOT allow workers • Hangers ies • RR m JJoistt DO NOT stack building " " for future use. Therefore,Curtis to walk on joists materials on unsheathed 16d (3Y")box Waits at 12"o.c. Floor backing:23/32 Panels(24 Span Rating) Area Load Shear transfer Lumber Company,Inc.can not accept any until braced. joists.Stack only over earasr: Connections equwalent to decking nail schedule. Normal O.C.spacing=16" tin �} Detail Cahoot Lobel returns for these products. Additionally, a�,TJI Expert Floor Roof INJURY MAY RESULT, beams Or walls. *Unless noted otherwise WARNING NOTES: Rim board,rim joist or closure to TJI® 1st: (See Framer's Pocket Guide) based on pions supplied to us. The 1314"width or less:Two 10d(3")tox nails,one each at top and Layout Scale: 114" Systems designed by Curtis Lumber ore quantities and types of product used a Lack of concern for proper bracing during construction can result in serious accidents. specific to your supplied plans 4 der normal conditions If the following guidelines are observed,accidents will be avoided. bottom flange. re „ o c Joists must be completely installed and properly nailed. �6 thn!2✓i widths:Two 16d(3Y2 )box nails,one each at top and dimensions and incorporate accepted 1.All blocking,bangers,rim boards and rim joists at the end supports of the TJI waste factors bored sound 2.Lateral strength,like a braced end wail or an existing deck,must be established flange. shed at the ends of the bay.This can also be accomplished „ construction principles. by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joksts at the end of the bey. 3Y/p width:Toenail joist to rim joist with one 10d(3 )box nail each Page 1 of 3 Any leftover materials are the sole 3.Safety bracing lines of I (minimum)must be nailed to a braced end wall or sheathed area as In note 2 and to each joist.Without this side of joist top flange. responsibility of the purchaser and are bracing,buckling sideways or rollover is highly probable under light construction bads-like a worker or one layer of unnailed sheathing. FOR THE TJ-XPERT WARRANTY not returnable. 4.sheathing must be totally attached to each TJI a joist before additional loads can be placed on Me system. 2X4 minimum squash blocks:Two 10d(3 )" box nails, one each 5.Ends of cantilevers require safety tracing on both the top and bottom flanges. 6.The flanges must remain straight within a tolerance of X*from true alignment. at top and bottom flange. SEE FRAMER'S POCKET GUIDE T.MXpest 6.45 l004l 06.45 D6.45 36.45 Pe.45 A complete TJ-XpertO framing plan requires the !Level® Framer's Pocket Guick COBm6 See iLevel®Framer's Pocket Guide for Product Trademark Information MT��"ILI JL1 Lt�J - - � TJ�-Xpert �-� software 38 A3 HANGER LIST-United Steel Products Company© CS 141,1111 MI-2t Plot ID Qty Product Lobel Top Nails Face Nails Member Nails Notes — ' ! I I I ( 2 i i H2 1 THF17925 8-10d x 1-1/2 2-10d x 1-1/2 Trus Joist 1 I j Hanger Notes: rim board 1 I JOIST AND BEAM LIST j Plot ID Length Product Plies Qty- A22 22' 117/8"TJI 3 2 0 ' ist 1 8 .Io Load from above I I A18 18' 117/8"TJI 230 joist 1 8 A16 A16 16' 117/8"TJI 230,joist 1 28 M1 24' 13/4"x 117/8"1.9E Microllam LVL 2 2 M2 16' 13/4"x 117/8"1.9E Microllam LVL 2 2 16" i .. M3 6 13/4"x 117/8"1.9E Microllom LVL 1 1 I I I HEADER LIST Hdl 8' 13/4"x 9 1/2"1.9E Microllnrn LVL 2 2 j Hd2 6' 13/4"x 9 1/2"1.9E Microllam LVL 2 2 2x4 min mum I Hd3 22' 13/4"x 117/8"1.9E Microllom LVL 2 2 i I I i I �I I '! squash blocks ACCESSORIES LIST Use 2x4 minimum squash blocks q HI HI Rml 16' 1 1/4 x 117/8 1.3E TimberStrand LSL 1 9 CS to transfer load around TJIe 1 _-- : -- -- . _---- -Ml - -- : _-- : - _._ . :-- : : __ — M2 O - t� - _ - Pm,Rim Board 23/32 Pori pan Rating) 1 3" b(24"S i 4 X __—- _ -— -- - - �- -. . joist � -- 2 H� � 2 HI rP —T 17 A3 On T � Rml I I l I II i i A22 A18 i I ■ Hd2-1t C + CS PLEASE NOTE: YOUR TJ EXPERT FLOOR SYSTEM j LAYOUT IS BASED ON PLANS SUPPLIED TO CURTIS LUMBER. CURTIS LUMBER IS NOT 1 RESPONSIBLE FOR ANY CHANGES IN goo DIMENSIONS TO THOSE S14OWN ON TJ EXPERT Rmi LAYOUT. PLEASE REVIEW WITH YOUR A3 ARCHITECT OR PROJECT ENGINEER TO VERIFY Hd3-1t_ ALL DIMENSIONS AND OPENINGS. THIS DESIGN 2 WILL BECOME AN ORDER ONLY WITH CUSTOMER' S SIGNATURE APPROVING THE 16, _� 22' 1.1 LAYOUT. PLEASE BE ADVI ED: CUSTOMER MUST REVIEW THESE PLANS AND SIGN AS ACCEPTED PRIOR TO RDERING X CUSTOMER'S SIGNATURE-ACCEP ED DATE Customer COPY X PRINT NAME LEVEL NOTES CREATED BY SRF File Name:80871 Compbell.JOB Curtis Lumber Co.,Inc. Level Name:SECOND FLOOR 885 Route 67 Plotted:8/29/2008 10:15 Ballston Spa,NY 12020 (518)885-5311 Design Status: FAX:(518)490-1398 FIRST FLOOR...8/28/2008 12:00 SECOND FLOOR...8/28/2008 12:00 ROOF...........8/28/2008 12:00 NOTE:Level design times Indicated above provide assurance for proper level stacking. Design Methodology: ASO Floor Area Loading Is: IMPORTANT Maximum ive Load and Deflection:psf Dead Load Return Policy on Engineered Lumber NAILING REQUIREMENTS L/480 Live Load WARNING SYMBOL LEGEND Products ***Curtis Lumber will Not Accept Returns TJI®foists at bearings: Two 8d( 2")box ne115(1 each Side), 1 LI240 Total Load Note from Operator for Engineered Lumber Products*** TJI's,Micro Lams,Timberstrand, minimum from end. TJ-Pro Rating Information: Paint Load �o Joists are unstable until braced laterally Weighted Average: 48 Glulams,etc Bracing Includes: 14* Blocking panels,rim joist or rim board to bearing plate: Lowest Rating: 43 __ Line Load Due to the structural nature of these . Blocking • sheathing TJ1@ blocking panels or rim joist: 10d (3")box nails at 6"o.c. Highest Rating: 68 to Glued d Nailed Decking is Required C- Area Load tproducts, puromise therintegrity of elements the product DO NOT allow workers . Hangers • Rim J 0 Rim oist DO NOT stack building Trus Joist rim board: Toenail with 10d(3")box nails at 6"o.e. or Direct Applied Ceiling of 1/2"Gypsum is Required for future use. Therefore,Curtis to walk on foists materials on unsheathed 16d (3Y")box nails at 12"O.C. Floor Decking:23/32"Panels(24"Span Rating) BBO Beam By Others Lumber Company,Inc.can not accept any until braced. joists. Stack only over Shear transfer.' Connections equivalent to decking nail schedule. Normal O.C.Spacing-16"* Detail Calbut Label returns for these products. INJURY MAY RESULT. beams or walls. *Unless rated otherwise (See Fromer's Pocket Guide) Systems deslly.TJI Expert Floor dr Roof WARNING NOTES: Rim board, rim joist or closure to TJI®Joist:Systems designed by Curtis Lumber are .L_ � s Hd-t Header,and-t indicates quantity of 2x based on plans supplied to us. The Lack of concern for proper bracing during construction can result in serious accidents, 1314"width or less:Two 10d(3")box nails,one each at top and Layout Scale: 1/4w — V trimmers required at ends quantities and types of product used are Under normal conditions if the following guidelines are observed,accidents will be avoided. bottom flange. specific to your supplied plans d, 21/le"thru 2.112"widths:Two 16d(3Y2')box nails,one each at top and dimensions and incorporate accepted t.AD blocking,hangers,rim boards and rim idsts at the end supports of the TJI c joists must be completely installed and properly nailed. waste factors based on sound bottom flange. construction principles. 2.Lateral strength.like a braced end wall a an existing deck must be established at the ends of the bay.This can also be accomplished Any leftover materials are the sole 3.Safey a ty g limes permanentary or doc(minimum)m)(sheathing) lust'be nailed to a braced and to the first 4 t of wa i or s at the end of sheathedarea as in y.note2 and to each joist.Witlrout this side width:Toenail joist to rim joist with one l oci(3") box nail each Page 2 of 3 �y � I side of joist top flange. responsibility of the purchaser and are bracing,budding sideways or rollover Is highly probable under light construction bads-like a worker or one layer of unnailed sheathing. not returnable, 4.Sheathing must be totally attached to each TJI 6 joist before additional bads can be placed on the system. FOR THE TJ-XPERT WARRANTY 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. 2M minimum squash blocks: Two 10d(3 )box nails,one each 6.Theflenges must remain straight within a tolerance of &from true alignment. at top and bottom flange. SEE FRAMER'S POCKET GUIDE TJ-Xpert 6.45(SM)C6.46 06.45 36AS 111116.46