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2003-1000 (2) MAP REFERENCE: AMP OF A SURVEY MADE FOR MAYES CONSTRUCTION GROUP BY- VAN DUSEN STEVES DATED* A LY 21, 2003 LAST REVISM SEPTEMBER 2. 2003 LANDS N/F OF BUEGKING WS83022100"E 295. 771 CIRF I O `0 I 'D K I j I LO- 1 � 14 71,923 sq. ft. Q LU 1.65 acres v O 04 �1 O LO O LAND5 N/F OF O 0 LAVERY O r PORCH N to Z Q 0 RETAINING WALLS 00 o 0 1 O 0 \ O 2 STORY ' I WOOD FRAME 59 I HOUSE >-4 0 0 \ O 0 00 0� 0 0 rT, - 194.32' WELL LEGEND: 0 O ® <DC:) � - STONE WALL I ? -X—X— - FENCE [� LLJ .�v„r)• �,`�,, 0) cU.) - UTILITY POLE GRFO - GAPPED RON ROD FOUL I 10 �0 0 L h � DIRT DRIVEWAY� 1 z 3 71 N82°38' 14"W ��a� GIRF �— Rec EF/ Vep OF AUG 1 2004 SHARED DRIVEWAY �� Iy OF QU l`I/J C. 1 NG ND�ODF Y A I � LOT 2 a �� D u S Date: AUGUST 4, 2004 'UNAUTHORIZED ALTERATION OR ADDITION TO A SurtvEY e� MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A Map of a Survey made for Scale 1•=30' VIOLATION OF SECTION 72M.SUB-pN50N Z OF THE & NEW YOW(STATE EDUftoMCATION ur• S t e v e S OILY COPIES ORIGINAL THE OF THE AOF ND SURVEY D 0 NALD N. CARLIN 0 AND MARKED WTH AN aRIpNAL tx TIE LAND SURVEYORS SHALL 13E CONSIDERED TO BE VALID TRUE COPIES' 71FICATIONS INDICATED MIEON SKNFY THAT 1HIS SURVEY WAS PREPARED IN ACCORDM CE WITH THE E)RSTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED and S u r v e y o r s LA 714E NEW ORS.SAID ASSOCIATION OF PROFESSIONAL AP RI LE M. SALE E M LAND SURVEYORS.SAD STATE ASS GTI ION OF P RUN ONLY TO THE PERSON FOR WOW THE SURVEY S PREPARED.AND ON HS BEHALF TO 714E TITLE COMPANY.GOVERNMENTAL SEET 1 OF 1 169 Haviland Road Queensbury, New York 12804 AGENCY AND LENDING NSTTUTION LISTED HEREON,AND Town of Queensbury, Warren County, New York TO THE ASSIGNEES OF 7NE LFNDNG I N S T I TU T I O N 1 8112104 1 PROPOSED SHARED DRIVE GARLHO/5ALEEM G1297 (518) 792-8474 New York Lie. No. 50135 1 NO. DATE DESCRIPTION DWG. NO. 03201-1 54-2-P.0.23/297.07-1- • h. _ _ apNor— _ - r ♦ ♦ qw am IF -- 11111 [loll ■■■ ■■■ _�®� _ ■■■ ■■■ ■■■ _ ■■■ ■■■ ■■■ mom son gill oil IN moo lip IIi l l 11 ili!'I' i i�i li i ililili l III !�I�I!I�ll = = = jamomommomm 11111 [loll NNE — --, — ■■■ ■■■ ■■■ mom mom -- --. ■■■ ■■■ ■■■ mom EMEMEM moo ; mom I IN mom mom mm� son IN on mom MENNEN 11 MP Igo • - • • =gw ,• DESCRIPTION - r r ■ c. r ENGINEERS STAMP: opm • � z r - T �•rww�'rrrr�� �r T �vm III mom ONE III ir LLI mom 11111 mom loll � 1 1 • 1 1 / . 11 O sMOM==- - - -- . . . 1 1 1 • / 11 ammmmmmmme 1 / 1 • too CLIENT NAME AND LOCATION In ON = mom oil oil ■ i11 ■_ ■■■ ■■■ __■ ��i ■.— ■■■ on Mani _■ me mom I I DRAWING TITLE ELEVATIONS ,IMom mp AN , r I 3 i i i o JX_ 0 oa i O o U Cn Go C2 W Ij- ❑❑ ILI, ooao En El El E111E] I RIGHT ELEVATION , IT IS A VIOLATION OF SECTION 7209 SUBDIVISION j 2 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE j p DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER p SHALL AFFIX TO THE ITEM HIS SEAL AND THE i CA NOTATION ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, I AND A SPECIFIC DESCRIPTION OF THE ALTERATION. p REVISIONS p REV. DATE DESCRIPTION N. p � p � ENGINEERS STAMP: 112 00 LE C) uj { n u 2 _ OA °• 07906� R�FES s�oNP� od SCALE: AS NOTED DATE: 12/t/03 DRAWN BY: DWR 1I CLIENT NAME AND LOCATION LLLJ DRAWING TITLE { ELEVATIONS ' i i LEFT ELEVATION DRAWING NO. D WG 2 OF 6 , • 60'-4" DRA WING NOTES 26'-1 1/2" 2'-10" 7'-0" 2'-10" 11'-6 1/2" 10'-0" GENERAL NOTES 19'-3 1/2" 6'-10" It 3'-60 3'-6" Designed in accordance with 2002 Residential Building Code of New York State. # Do not scale Drawings. Contractor shall notify Engineer of any discrepancies in dimensions or 0 �• elevations. Do not change size or spacing of structural members. Contractor shall notify Engineer of o proposed deviations or substitutions from dimensions or materials shown on the Drawings and O B I make only those deviations or substitutions accepted by Engineer. O N O N These Drawings do not include necessary components for construction safety. Contractor shall be solely responsible for construction safety. O o Designed per New York State Energy Conservation Construction Code with amendments. (� I _ - _ BBEaKEdTI _ •�J o :r 30 All glazing installed in hazardous locations as defined in Section R308.4 of the 2002 Residential O 1 0 to Building Code of New York State shall be provided with a manufacturers label, designating the type and thickness of glass and the safety glazing standard with which it complies. c -- '"v '• O _ � � See Minimum Category Classification of Glazing Table for glazing requirements. N - � rn o Smoke alarms shall be installed where indicated on pions. Multiple-station smoke alarms shall O be interconnected in such a manner that the actuation of one alarm will activate all of the Uj alarms within the dwelling. The required smoke alarms shall receive their primary power source N CLOSET DRYER' WASH R from the building wiring when such wiring is served from a commercial power source, and when - -� - rims power is interru ted shall receive power from a back-up battery. 4 0 �` 40 p N primary P P P P b ry V_ �j i ---- }c B.F N � FOUNDATION NOTES c0 N Q DW 5 -2 B Bear footings on firm undisturbed soil. Foundations have been designed for a presumptive soil .� 2X12 FLOOR J IST5 51 I �j,�( bearing pressure of 2000 psf in accordance with Section 401.4.1 of the 2002 Residential O AT 16 INC ES O.C. I --- REF FARING WALL 5._1. o Building Code of New York State. If soils encountered are expansive, compressible, shifting, or have other unknown characteristics, soil testing shall be performed to verify soil properties and 28 I �t :r the design presumptive bearing pressure. is 6'-0" 3' 3" Minimum depth of exterior footings for frost protection is 4 feet below finished grade. BEARING WALL ^cn -------- Lap footing reinforcement 2 feet at splices. Provide comer bars in footings, the same size and k 2 -6 4 -2 `D number as continuous reinforcement, lopped 2 feet with main reinforcement. CQ _ RAISED HEARTH I 1 O m ( n . o ^ 3a QFAN Cast stepped footings monolithically. Refer to Drawings for Typical Stepped Footing Detail. See �`1 �J ) o ao 8 DIRECT VENT --� 28 o foundation plan for approximate step locations. O 2 GAS FIREPLACE1.�- 1 1 Excavations shall be laid back to prevent sloughing in of sides. Maintain sides and slopes of I (� :t ) _ excavations in stable condition until completion of backfilling. Foundation excavations shall be v J I I (21 LVL5 X 11 114 I H v k " hand trimmed to remove loose material or ridges left by equipment. 7 I SMOKE ® \ Backfill foundation walls with sand and gravel which are sound, durable, and free of �j I i+lj N 35�f LBH ALARM "tl- &A" 10 ci I o organic or other deleterious materials. Install backfill evenly on both sides of walls where i� HANGER o I necessary to prevent displacement of construction. Backfi shall not be placed against basement F SELF-CLOSNVG 3 4 HR. walls until the walls have suffic►ent strength and have been anchored to the floor above. I �D 28 yC+s, I FIRE RATED DOOR ASSEMBLY _ ( c p 'n Finished grade at perimeter of foundation shall be sloped to drain surface water away from 2 ( X 8 building. The grade away from foundation walls shall fall a minimum of 6 inches within first 10 feet. L I f • I - - r 28 � CODE REQUIRED 3/4 HR. N `„�° I °p= Place interior bockfill and slob subbase material in layers not more than 18 inches in loose c I 2a ——— FIRE RATED WALL ASSEMBLY I depth and compact to 95 percent of maximum density. — INSTALL 5/11-INCH TYPE 7l cv GYPSUM WALL BOARD I Perimeter foundation drains shall be installed around walls that retain earth and enclose habitable' J 2X12 R JOISTS OPNG 8 j CLOSET ON ALL GAF'AGE WALLS AND I = or usable spaces below grade. Install perforated HDPE pipe with crushed rock wrapped in filter fabric CEILING. cv at or below the area to be protected and discharge by gravity or mechanical means into an ( AT 16 INC, ES O.C. N I o approved drainage system. o I N 1„7 X 11 1 4" LDROPPED I j N Concrete foundation walls shall be dam roofed with a bituminous coating, 3 � \ O / (DROPPED) cv PP 9 Pounds per square yard 11 BEARING WALL in 28 28 ————-I I o of acrylic modified cement, or any other permitted waterproofing material, prior to backfilling. FQ \ PNARAPET WALL . •E OF. 28 co o I rt�tE I WOOD FRAMING NOTES ABOVE. SEE 3 7-10 1/2 I LINE INDICATES ROOM I tr 1 Nailing not indicated on Drawings shall be in accordance with Table 2304.9.1 contained in the SECTION FOR . :_ OVE PLANT $ 2002 Building Code of New York State. ADDITIONAL INFO �-AEIOVE. SEE SECOND I � - _ I i o 4- 4I I 00= Anchor sill plate of exterior walls to foundation walls w; h 112 ^h anchor bolts 12 inches IT IS A VIOLATION OF SECTION 7209 SUBDIVISION I o = maximum from each end and 6 feet maximum on center in between. (Minimum of two anchor 2 OF THE NEW YORK STATE EDUCATION LAW r PREFABRiGATED I \ bolts in each sill piece.) Embed anchor bolts a minimum of 8 inches in concrete foundation FOR ANY PERSON, UNLESS ACTING UNDER THE I TRUSSES walls. DIRECTION OF A LICENSED PROFESSIONAL 01 I I ENGINEER, TO ALTER THIS DOCUMENT IN ANY I j Install blocking in a continuous horizontal row at mid-height of interior stud bearing walls. WAY. IF AN ITEM BEARING THE SEAL OF AN � - - - • - � 1 I ENGINEER IS ALTERED, THE ALTERING ENGINEER "v O SHALL AFFIX TO THE ITEM HIS SEAL AND THE • .. - _- - . • - .• - = - ' pressure-treated wood for all timber elements exposed s to weather or m contact with N "ALTERED BY" FOLLOWED I I Use pressure treats x o ed soil, NOTATION ERED BY HIS _ water, or concrete. SIGNATURE, THE DATE OF SUCH ALTERATION, install built-upstud columns at each end of all headers or beams. For walls AND A SPECIFIC DESCRIPTION OF THE ALTERATION. parallel with headers, columns shall be a minimum of 1 jack stud and 1 king stud, unless noted otherwise. At locations where walls are perpendicular to headers, install 1 king stud on each side of header and jack studs REVISIONS below as required to match header width. 10'-6" 2'-6" 6'-8" s'-8" 6'-0" 6'-0" 11'-0" 11'-0" REV. DATE DESCRIPTION ' METAL-PLATE CONNECTED WOOD TRUSS NOTES 16'-0" 13'-4" 12'-0" 22'-0" Trusses shall be capable of supporting a top chord roof snow load of 50 psf, top chord dead load of 10 psf, and bottom chord dead load of 10 psf. Design trusses for balanced snow loads 60'-4" and unbalanced snow loads (two separate load cases) in addition to dead loods. Maximum truss deflection shall be L/360 for snow load and L/240 for total load. APPROXIMATE LMNG Submit truss design drawings to the Code Enforcement Official in accordance with Section FIRST FLOOR PLAN SPACE = 127o sQ. Fr. ENGINEERS STAMP: _ R802.10.1 of the 2002 Residential Building Code of New York State prior to installation. 1/4 -1'-0" L $71Mt HOM* 1AA i�' e" Ate R3 ctm,I TTEbf PA-ovt 0O T)� y Comply with ANSI/TPI-1"National Design Specification for Metal-Plate Connected Wood Truss PLAN ALLNOT ES TOR WALLS ARE 2X6, UNLESS NOTED OTHERWISE. 1W ?%e" Ar � POINT p x-r � T4A*J 12 Construction , latest edition. ,F NEW 2. ALL INTERIOR WALLS ARE 2X4, UNLESS NOTED OTHERWISE. ��` � �7ipe U�C TW 7>tiG')W S A9F AfA0 okZW. , Fabrication and erection of trusses shall be in accordance with Quality Control Manual of the T.P.I. Q �E�W. 1' 3. GARAGE EXTERIOR WALLS ARE 2X6. R y 4 4. ALL INTERIOR DOORS SHALL BE PREFINISHED 6-PANEL 15 NVT SST t0 AXP T)-V ftAJ1Mun, Wl pT1� Continuously brace truss bottom chords with flat 2-inch by 4-inch bracing at approximately 8 MASONITE, UNLESS NOTED OTHERWISE w 5. WALL DIMENSIONS INDICATED ARE TO FACE OF STUD. t � l5 � ` SS '' � feet on center, located at or near panel points. Provide diagonal bottom chord bracing between r UNIFORMLY DISTRIBUTED DESIGN LIVE LOADS - horizontal bracing for full width of building at end non-bearing walls and at 20 feet on center m _ w UNLESS NOTED OTHERWISE 1+ M0171W L 01 D9 1�}�$W 790V IS A/A4At p"ek, throughout length of building. Provide continuous vertical 2-inch by 4-inch diagonal cross 6. ALL INTERIOR AND NON-BEARING WALL HEADERS SHALL BE bracing roiled to each truss diagonal from ridge to bottom chord of truss. One �' LOCATION LIVE LOAD (PSF) BUILT-UP (2) 2X10, UNLESS NOTED OTHERWISE. 9 9 9 pair of diagonal F 7. ALL EXTERIOR BEARING WALL HEADERS SHALL BE BUILT-UP cross bracing required for each six trusses. Firmly secure bracing to gable end walls. oA tio. 07g060 3 2X 10, UNLESS NOTED OTHERWISE ES S 104 EXTERIOR BALCONIES 60 & INSTALL HEADERS AT NON-LOAD BEARING WALL LOCATIONS Furnish gable end trusses with vertical 2-inch by 4-inch minimum studs at 24 inches on center. ,_WITH MINIMUM 1 1/2 INCHES BEARING. DECKS 40 9. INSTALL HEADERS AT LOAD BEARING WALL LOCATIONS MATERIAL PROPERTIES WITH MINIMUM 3 INCHES BEARING. 10. ALL EXTERIOR DOORS AND SLIDERS ARE BY PEACHTREE Concrete: Footings, foundation walls, and interior slabs on grade shall have a minimum ATTICS WITHOUT STORAGE 10 g DOORS AND WINDOWS INC. U.N.O. compressive strength f c at 28 days of 3000 psi. Exterior slabs on grade and garage slabs SCALE: AS NOTED 11. INSTALL WATER CLOSETS, LAVATORIES, AND SHOWERS WITH shall hove a minimum compressive strength f'c at 28 days of 3500 psi. ATTICS WiTH STORAGE 20 CLEARANCES AS INDICATED ON FIGURE R307.2 OF THE BUILDING DATE: 1211103 CODE. SEE' ATTACHED FIGURE FOR ADDITIONAL INFORMATION. Concrete shall have a maximum water/cement ratio of 0.55, a maximum 5 inch slump, and ROOMS OTHER THAN SLEEPING ROOMS 40 12. SEE DRAWING 14 FOR STAIR NOTES AND REQUIREMENTS. shall have 5 to 7 percent entrained air (ASTM C 260) at exterior exposed locations. DRAWN BY: DWR SLEEPING ROOMS 30 Reinforcing: Deformed bars, ASTM A 615, Grade 60. CLIENT NAME AND LOCATION WINDOW SCHEDULE STAIRS 40 Wood Framing: No. 2 or better. Spruce-Pine-Fir (SPA. DESIGNATION MODEL # ROUGH OPENING (WxH) GLASS/VISIBLE LIGHT CLEAR OPNG/VENT AREA REMARKS Subflooring: APA Rated Sheathing. GROUND SNOW 70 Exposure Durability Classification: Exposure 1. AO TVSH2O52 2'-0" X 5'-2" 6.8 FT2 3.3 FT2 Span Rating: 48/24 (23/32-inch minimum thickness). DRAWING TITLE SEISMIC DESIGN CATEGORY C 2 2 Roof Sheathing: APA Rated Sheathing. FIRST FLOOR OB TV5H2452 2'-4" X 5'-2" 8.3 FT 4.1 FT Exposure Durability Classification: Exposure 1. BASIC WIND SPEED 90 MPH Span Rating: 32/16 (5/8-inch minimum thickness). PLAN OC MH2452-3 7'-0" X 5'-2" 24.8 FT2 12.2 FT2 Wall Sheathing: APA Rated Sheathing. OD TVSH2452-2 4'-8" X 5'-2" 16.5 FT2 &1 FT2 Exposure Durability Classification: Exposure 1. Span Rating: 24/16 (15/32-inch minimum thickness). NOTES- DRAWING N0. 0 /> 1. ALL WINDOWS SHALL BE MW TWINSEAL VINYL SINGLE HUNG WINDOWS, UNLESS NOTED OTHERWISE. D WG D DF 6 60'-4" w1/2- STAIR NOTES It 26 -1 1/2 2 -10 7-0 2 -10 11 6 10 -0» Stairway shall not be less than 36 inches wide in clear width at all points above the permitted O 3'-6" 3'-6w 5'-9 1/4" 5'-9 1/4" 5'-5 1/2` handrail height and below the required headroom height. Handrails shall not project more than 4 1/2 inches on either side of the stairwoy and the minimum clear width of the stairway at ,r. and below the handrail height, including treads and landings, shall not be less than 31 1/2 inches i0 OG gyp, where the handrail in installed on one side and 27 inches where the hondrails are provided on it both Sides. oF Q u v � The maximum riser height shall be 8 1/4 inches and the minimum mum tread depth shall be 9 inches. 1 N N The minimum headroom in a!1 parts of the stairway shall not be less than 6'-8" measured vertically o from the sloped plane adjoining the treod nosing or from the floor surface of the landing or platform. 00 Porches, balconies, or raised floor surfaces located more than 30 inches above the floor or grade O PREFABRICATED WOOD TRUSSES = below shall have guards not less than 36 inches in height. Open sides of stairs with a total rise N AT 24 INCHES O.C. of of more than 30 inches above the floor or grade below shall have guards not less than 34 inchesO � ro in height measured vertically from the nosing of the treads. \ \° . O Required guards on open sides of stairways, raised floor surfaces, balconies, and proches shall have O intermediate rails or ornamental closures that do not allow the passage of a sphere 4 inches or more in diameter. Handrails shall be provided on at least one side of each stairway with two or more risers. Handrail 1 height, measured above the tread nosings, shall be not less than 34 inches and not more than 38 w AIIA-S`1ER 94TH inches. All required hondrails shall be continuous the full length of the stairs from a point directly ------ ----------------------------------- 10'-0" CEILING 50 above the top riser of a flight to a point directly above the lowest riser of the flight. B.F. Handrails adjacent to a wall shall have a space of not less than 1 1/2 inches between the wall .� �� / W FAN B V and the handrail. °p 7'1-5 1 4'-2" MUM 22OX300 Q g N j MINIAMC ACCESS B.F. ZBETWEEN FRAMING r ,'+ j --------- � d � -==---J N LINEN 28 MASTER BEDROOM N U = " m �� tO 1 -6 SMOKE 50 ALL ALL ALL ALL AC `f J} o RAISED HEARTH YOKE w ALARM 9.F.. 1 ALARM 2 0 \ o = O = ao a DIRECT VENT 3 7'-8" " o ° • ° 0 28 GAS_FIREPLACE__-__-10_ 0 _CEIUNG �_5_418" 20 0) 1 1 ---- -- - - - -- N -- 40 N U 4" C1 4` CL 2` CL. CARBN --- --- i MONOXIDE I DETECTOR TORD t I I LAVATORIES " w 1 I 15" MIN. 15" MIN. -- J N N 8 4 1/2 \ 11 ALL ALL 0 B.F. � -SMOKE ©FAN _ I -0 3180 `COKE �. 28 LIJ to I = I I NV NV " In 28 I I 30 =� I GUARD RAIL 6 = I MIN. (TYPICAL AT 2 o I ( ° 24" CL. IN o � =•r c PERIMETER) ►� I �j FRONT ENT F _ 1 N •_ I �I 1 1 ALL I 8 i °D WATER CLOSETS SHOBONLIS WER I I o I PRE RICATED WOOD TRUSS tn PREFABRICATED WOOD TRUSSES I %� I AT 24 INCHES O.C. AT 24 INCHES O.C. I I MINIMUM F1 X Tb",1? t1 e/EA RA NCES SCISSOR TRUSS) I I IT IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW OK 12'-0" I FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL I = O 1 I ENGINEER, TO ALTER THIS DOCUMENT IN ANY o I ( WAY. IF AN ITEM BEARING THE SEAL OF AN j o I 1 I ENGINEER IS ALTERED, THE ALTERING ENGINEER 1 I I ( SHALL AFFIX TO THE ITEM HIS SEAL AND THE - NOTATION "ALTERED BY" FOLLOWED BY HIS 1 - _ SIGNATURE, THE DATE OF SUCH ALTERATION, a L __ ---- --1 AND A SPECIFIC DESCRIPTION OF THE ALTERATION. REVISIONS 5'-3" 5'-3" 6'-:5 1/2" 6'-5 1/2" REV. DATE DESCRIPTION 10'-6" 2'-6" 6'-8" 6'-8" 6'-Ow 6'-5 1/2" 4'-1" 12'-11" 4'-6 1/2" 16'-Ow 13'-4" 1 -O" 22'-0` 1 60,-I7» i j ENGINEERS STAMP: SECOND FLOOR PLAN SPACE - 1560 LIVING SECOND 1 1'-0" PLAN NOTES OF NE 1 1. ALL EXTERIOR WALLS ARE 2X6, UNLESS NOTED OTHERWISE. �P P��E Ry�O 2. ALL INTERIOR WALLS ARE 2X4, UNLESS NOTED OTHERWISE. 3. GARAGE EXTERIOR WALLS ARE 2X6. ► 4. ALL INTERIOR DOORS SHALL BE PREFINISHED 6-PANEL MASONITE, UNLESS NOTED OTHERWISE. n 5. WALL DIMENSIONS INDICATED ARE TO FACE OF STUD, I" + _ 1` w UNLESS NOTED OTHERWISE. �o do 060 6. ALL INTERIOR AND NON-BEARING WALL HEADERS SHALL BE A o�g BUILT-UP (2) 2X 10, UNLESS NOTED OTHERWISE. OFES s I oNP� 7. ALL EXTERIOR BEARING WALL HEADERS SHALL BE BUILT-UP (3) 2X 10, UNLESS NOTED OTHERWISE. hIND O W SCHED UL E 8. INSTALL HEADERS AT NON-LOAD BEARING WALL LOCATIONS EGRESS OPENING WITH MINIMUM 1 1/2 INCHES BEARING. DESIGNATION MODEL # ROUGH OPENING (WxH) GLASS/VISIBLE LIGHT VENT AREA REMARKS 9. INSTALL HEADERS AT LOAD BEARING WALL LOCATIONS WITH MINIMUM 3 INCHES BEARING. E TVSH2440 2'-4" X 4'-0" 6.1 FT2 3.0 FT2 NA NA NA WITH AS NOTED 10. INSTALL WATER CLOSETS, LAVATORIES, AND SHOWERS WITH O CLEARANCES AS INDICATED ON FIGURE R307.2 OF THE BUILDING DATE: 12/1/03 CODE. SEE ATTACHED FIGURE FOR ADDITIONAL INFORMATION. O TVSH2430 2'-4" X 3'-0" 4.3 FT2 2.1 FT2 NA NA NA TEMPERED GLASS DRAWN BY: DWR G O TVSH2430-2 4'-8" X 3'-0" 8.6 FT2 4.2 FT2 NA NA NA TEMPERED GLASS CLIENT NAME AND LOCATION I OH ' TVSH3052-2 W-0" X 5'-2" 22.6 FT2 11.4 FT2 29.9 26.7 5.71 FT2 1 ' MINIMUM CA TEGOR Y CL A SSI FI CA TION OF GL A ZING 0 TVSH2440-2 4'-80 X 4'-0" 12.2 FT2 6.0 FT2 NA NA NA EXPOSED SURFACE GLAZING IN STORM GLAZING IN GLAZING PANELS GLAZING PANELS GLAZING IN DOORS AND SLIDING GLASS O TYSH2440-3 7'-0` X 4'-Ow 18.3 FT2 9.0 FT2 NA NA NA DRAWING TITLE AREA OF ONE SIDE OR COMBINATION DOORS REGULATED BY ITEM 7 REGULATED BY ITEM 6 ENCLOSURES REGULATED DOORS PATIO OF ONE LITE DOORS (CATEGORY OF SECTION R308.4 OF SECTION R308.4 BY TIEM 5 OF R308.4 TYPE 1sLQ�: SECOND FLOOR CATEGORY CLASS CLASS CATEGORY CLASS CATEGORY CLASS CATEGORY CLASS CATEGORY CLASS il. ALL WINDOWS SHALL BE MW TWINSEAL VINYL SINGLE HUNG WINDOWS, UNLESS NOTED OTHERWISE 9 SQ.FT, OR LESS I I NO REQUIREMENT I 11 11 2. # - INDICATES UNIT COMPLIES WITH EMERGENCY EGRESS REQUIREMENTS FOR SLEEPING ROOMS. PLAN WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THEY SHALL HAVE A SILL HEIGHT I MORE THAN 9 SQ.FT, !I 11 11 11 II 11 OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. DRAWING NO. 1.IINDIVIDUAL GLAZED AREAS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED IN SECTION R308.4 SHALL PASS I THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201. GLAZING SHALL COMPLY WITH THE CPSC 16 CFR, PART 1201 j CRITERIA FOR CATEGORY I OR 11 AS INDICATED IN THE TABLE ABOVE. D WG [- 6 1 I a 60'-4" O ' '-10" 7'-0" 2'-10" 11'-6 1/2' 10'-0" , 26'-1 1/2 2 3'-3 1/2" 3'-33 1120 13'-0" NOTCH SILL PLATE AT 4 0 BEAM POCKET AS REQ D __ N C! 04 1 -ONO SONOTUBE WITH 3 2 -0 X 2 -0 BIGFOOT I I I I 1%2" CL(TYPICAL SIDES) (TYPICAL 11 LOC'S) 1CODUG I LVL BEAM. SEE PLAN --- ----------- » N --------------------------------- L d 4 2X4 PRESSURE TREATED Z: ----- - - - Lo --- ------ I BEARING PLATE Qr I ------ . SEE o 2 ( I I i FOUNDATION WALL �)\ I " BEAM LET r - ( '�V j . I I I 2X4 AT 16 O.C. WALL DETAIL THIS DRAWING to WITH 3 1/2" FIBERGLASS X I i 8" FOUNDATION WALL R-11 BATT' INSULATI N I I U9 ( (TYPICAL AT PERIMETER) I I I I 2X6 BEARING I I TYPICAL BEAM POCKET DETAIL 2X12 FLOOR J ISTS I AT 16 INC ES C. I (TY ICAL 3 LOCS) I I o 3/4"=1'-0" O. R LILJ 16"X8" CONTINUOUS CONC. I AUMN FOOTING WITH (2) 4 REINF. BARS TYPICAL) 1 I. ( 4" THICK CONCRETE SLAB ON FOOTING WITH (3)T/FOOTING (+0 -0 I (I ( GRADE OVER 4' SUBBASE .3 STEEL14 BARS EACH WAY'o i I AND 6 MIL. VAPOR BARRIER LOLLY CO -J T/FTG ELEVATION (+0'-0') T/FO UNDATION WA I T/SLAB ELEVATION (+0'-4') (TYPICAL 2 LOCS) (TYPICAL 2 LOCS) I I ELEVATION (+8'-0" 3)1.750 X9 1/20- I I (TYPICAL, UNLESS NOTED I I LVL (DROPPED) I I o OTHERWISE) I ( 9'-O" I I -J L --- r --, ---------------------------� o� I L------------ ———————— — -I I (SMOKE r I -' '-i I ALARM lull I I --------------� ------- — T USP LBH� I ® I I I o 5295 --�-- I I I IT IS A VIOLATION OF SECTION 7209 SUBDIVISION w I HANGER UNLESS ACTING UNDER THE _.- SLOPE SLAB 1/8 /FT I ( cr FORFANYEPERSON,ORK STATE EDUCATION LAW -1 I I DIRECTION OF A LICENSED PROFESSIONAL i I ENGINEER. TO ALTER THIS DOCUMENT IN ANY I I I I I ( I WAY. IF AN ITEM BEARING THE SEAL OF AN I ( I 4" THICK CONCRETE SLAB ON I I °Q ENGINEER IS ALTERED, THE ALTERING ENGINEER I- I GRADE OVER SUBBASE I ( SHALL AFFIX TO THE ITEM HIS SEAL AND THE I I I I I I T/SUB (- 7 I I SIGNATURE, THE DATE OF SUCH ATION 'ALTERED BY* FOLLOWED ALTERATION, _ 1 I I 2X12 R J ISTS I I i i N � I AT 16 INC ES O.C. AND A SPECIFIC DESCRIPTION OF THE ALTERATION. I,cc 2 3/4 I I REVISIONS 1 71 I I I I I I DROP TOP 4-)B LOW TOP aATION I I REV. DATE DESCRIPTION °o I I ( I I �' I OF SLAB ELEVATION INDICATED AND OVERPOUR CONCRETE I I SUB. (TYPICAL AT I ( N i SHADING®) �— ------------� I I I r• I r- --------....----1 i SLOPE SLAB 1/8"/Ff I I co N ----------------- ENGINEERS STAMP: a c ------- ------- -----------J I °f pF NEw W. N - - - - - -------------.------ ------ co Er 9'-9 3/4" 12'-10 1/2' Ic 10 —6 2—6 0FES S 1 ONP 16'-0" 13'-4' 12'-O' 22'-O"60'-4' SCALE: AS NOTED FOUNDATION PLAN DATE: 1211103 1/4=1'-0" DRAWN BY: DWR CLIENT NAME AND LOCATION DRAWING TITLE FOUNDATION PLAN AND DETAILS DRAWING NO. DWG 5 OF 6 • CONTINUOUS RIDGE VENT HANDRAIL- _ o 2X6 PPT WALL Wr'H 1/2" PPT DECK 2X6 LEDGER (TYP) o SHEATHING EACH JOIST HANGER (TYP) SIDE 5/4X6 DECKING OVER O AT 2X4 PPT SLEEPERS R SECOND FLOOR �- • OC 12 O 12 FULLY ADHERED EPDM 2X6 RAFTERS 4 4 MEMBRANE AT 16 OC I 2X12 JOISTS C R) 2X8 BEAM YPICAL AT 12 PERIMETER) �^ SEE TYPICAL PORCH (3) 2X10 PPT BEAM 12 SECTION FOR INFORMATION 2X8 PPT JOISTS 6X6 PPT COLUMN 2X6 CEILING JOISTS TYPICAL ROOF CONSTRUCTION NOT SHOWN AT 1600C WITH (TYPICAL) AT 16" OC - 25 YR. ARCHITECTURAL SHINGLES 3/4" FLOOR SHEATHING - 15 BUILDING PAPER - 518 INCH APA ROOF SHEATHING - PRE-FABRICATED ROOF TRUSSES AT 24 INCHES O.C. SNOW AND ICE SHIELD AT PERIMETER EXTEND 24 INCHES INSIDE EXTERIOR O WALL LINE RAFTER VENT BETWEEN EACH TRUSS \ �n \\ ___---ALUMINUM DRIP AND ALUMINUM FACCIIAE, 1X3 ROUGH TRIM, H CK T1ON TYPICAL PORCH ROOF SECTION v J PORC" ID SEC 3 4 =1 -o l� l� w / . . 0 2X6 SUB—FACIA 3/4 a 1 —0 PERFORATED VINYL SOMT SEE TYPICAL BUILDING SEC110N SEE TYPICAL BUILDING SECTION ) FOR ADDITIONAL INFORMATION If—ON FOR ADDITIONAL INFORMATION NOT SHOWN. \J (TYPICAL) 12 INCHES FIBERGLASS BATT INSULATION NOT SHOWN. (MIN. R-38) TYPICAL WALL CONSTRUCTION EXTERIOR VINYL SIDING — TYVEK HOUSE WRAP — 1/2 INCH APA WALL SHEATHING — 2X6 STUDS AT 16 INCHES O.C. ao — 6 INCHES FIBERGLASS BATT INSULATION (MIN. R-19). — 4 MIL. POLYEHTYLENE VAPOR BARRIER - 1/2 INCH GYPSUM WALL BOARD 2X12 AT 16" O.C. -BOTTOM PLATE (TYPICAL) IT IS A VIOLATION OF SECTION 7209 SUBDIVISION SIMPSON FACE 2X12 RIM JOIST FOR OF THE NEW YORK STATE EDUCATION LAW MOUNT JOIST HANGER FOR ANY PERSON, UNLESS ACTING UNDER THE AT EACH JOIST 12 DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT IN ANY 2X12 BLOCKING BETWEEN 12 SEE PLAN EACH JOIST WAY. IF AN ITEM BEARING THE SEAL OF AN FLUSH LVL BEAM. ENGINEER IS ALTERED, THE ALTERING ENGINEER j �� nwSS (A SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS DOUBLE TOP PLATE THE DATE OF SUCH ALTERATION (TYPICAL) Ne� -�yyt, AC.�E'SS- SIGNATURE, D A SPECIFIC DESCRIPTION OF THE ALTERATION. o 7000 NO REVISIONS ATTIC TRUSSES WITH ALIGN BONUS ROOM "L 2X12 BOTTOM CHORD FLOOR ELEVATION REV. DATE DESCRIPTION AND 2X 10 TOP CHORD WITH MAIN HOUSE SECOND FLOOR 2X10 RIM JOIST 2X12 AT 16" O.C. 6 INCHES FIBERGLASS BATT INSULATION ENGINEERS STAMP: _ _ (MIN. R-19) TYPICAL AT RIM JOIST) TYPICAL WALL CONSTRUCTION 5/8" TYPE NX0 GYPSUM ONTINUOUS ROW - EXTERIOR VINYL SIDING WALL BOARD ON CEILING OF SOLID BLOCKING - TYVEK HOUSE WRAP DROPPED L VL BEAM. MINIMUM GRADE - 2 6 STUDS AT 2 INCH APA 76 INCHES O.C.ALL '�� O� N Ry O P �E�W. SEE PLAN � �-0" - 5�N" TYPE No ALL WALLS)GYPSUM WALL BOARD oP 2X4 AT 24 INCHES O.C. STUD WALL WITH 3 1/2 INCHES FOUNDATION FIBERGLASS BAIT INSULATION Au (MIN. R-11) � n fl�WR-zOF106 A �°• 07906� ,GARAGE R°FEs s i oN P� SCALE: AS NOTED DATE: 1211103 DRAWN BY: DWR CLIENT NAME AND LOCATION TYPICAL EXTERIOR WALL SECTION DRAWING TITLE 3/e•=1,_0. GA RA GE SEC TION . BUILDING SECTIONS SEE TYPICAL BUILDING SECTION FOR ADDITIONAL INFORMATION NOT SHOWN. DRAWING NO. D WG D OF 6