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HomeMy WebLinkAbout13993_1_001_167.4-33_9_ROLLING BROOK_PLANS n CON6 _ IITON DOCUMENT6 { QBI AND EN ' 1RGX CODE comrLANcE EN ' SAL 6PECIFICATON6 SUNOOt1 AND CLOSET ADDITION AND ALTERATIONS THE JERSEN RESIENCE ��F NE{yy 6o ROLLING BROOK DRIVE ytQ�`►��RO _ � , * 3� QLR• _i' A *I CITY OF SARATOGA SPRINGS v ' 178 4 . rFRE D ;1: OCTOBER 10, 2011THESE DOCUMENTS WERE PREPARED FOR THE CONSTRUCTION OF A SINGLE PROJECT. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS EXPRESSLY PROHIBITED AND CONSTITUTES THEFT OF PROFESSIONAL SERVICES. THE DOCUMENTS MAY NOT BE USED FOR PROCUREMENT OF A BUILDING PERMIT WITHOUT BEARING THE ORIGINAL SEAL AND SIGNATURE OF THE ARCHITECT, IN RED. W, R, SCOTT 4RCNITECT, FLLC 3 NIGkVIE,U WAY MECNANICVILLE, NEW YORK 12118 rktectncap,rr,com I i I ---OXINATE EDGE OF EXISTING ROOF. BUILD UP FALSE ROOF BUILD UP FALSE ROOF STRUCTURE TO CARRY STRUCTURE TO CARRY NEW DORMER ROOF EXISTING STRUCTURE NEW DORMER ROOF r,�IIP111111t1l11 ■ ■01i1111 111I4k� - d ■rrrrrrrr/ II1IMmN1M1IM11u1.IIsINI1I1IIICIIIIIIW1711.A111 =n�1l11/r■■■■■■■■�ai \ . ./■■rtr 1N AI 1 1■11t 7 ,i__NE-EN_v - 111m■r■■■r■ma III 1 11 . 1` r ..t�1r�11-6m rrrr. = i G24 CASEMENT ,1 EXISTING CASEMENT — WINDOW 111 I ■AFCP305 MU Ili ■— IIIWINDOW ENCLOSED CHIMNEY III — - 111.1 II 1111 NOM ■ .11FIXED GLASS +.- 12 111 EXISTING STRUCTURE I-1 1- __. — 6M. • _I I■I■I111111. I __4.5----- % .5— �, EXISTING STRUCTURE A6M ��.� ...= -1. ■ lir...10_ V __.____.___.,.....,,....,.____ ___ I .n.0 `�_ METAL ROOF ©. 1L l I 1� l [ ] ■■I _-- �. - - — MI "al , ..i— ____ ____ ____ • 0. ar : _ICI= II ' - = 1 ■■i 1� ■■' mII- yCl6 3 CASEMENT WINDOW 5a�� II■ I, ' 1ME iiii 1�Ns _ 1 'I ■0����� % ��I• =� SECTION 1��Minia� II■ ., ,.I - _ iI .T�j -. - p SET FINISHED FLOOR 1. _ LEVEL 8 BELOW MAIN -:.- e 1.1ft. . �`. MP. -. . F- N FLOOR LEVEL - —a. eMTe� E■• m11 W��" 1 1•-4 I I-1- I '•- 1 1-4 1 . 2-RISERS AND STONE LANDING 8" CONCRETE FOUNDATION TO GRADE WALL ON 16"W. X 8"D, CONCRETE FOOTING -;-1 WEST ELEVATION SOUTH ELEVATION 3/16".I'-0" 3/16".I'-O" o? N Elv O �� �� a W R SCOTT ARCHITECT PLLC SU IIROOM PROJECT LOCATION: DRAWN BY: WR SCOTT J, 5,� v IGHVIEW WAY, ECHAN,C , .LLE NY • 5 J 1�( SCALE: NOTED - •: 1_! I M rLldt\llr �/i 1= 1711 6 ROLLING BROOK DRIVE DATE: 10/10/2011 \ ' 0 ?815 ��'��`' (51 8) 424-3192 $-rt1811: rktectoG8 rr,com THE JERSEN RESIDENCE CITY OF SARATOGA SPRINGS ►iy p' DRAWING NO, I � ED A� '�` THE REMAINING GLAZING AND OPENINGS IN THE EXISTING 308 SQUARE FOOT KITCHEN PROVIDE 16% AND 13% RESPECTIVELY OF THE FLOOR AREA FOR THE NATURAL LIGHT AND NATURAL VENTILATION REQUIREMENTS OF 2X8 CEILING JOISTS SECTION R303.1. • 16" O.C. TIED TO HEADERS OVER RAFTERS AND JOIST ALL EXTERIOR HANGERS INTO SIDE EXISTING KITCHEN EXISTING aWALL OPENINGS OF BEAM - 6068 SLIDING il GLASS DOOR l2) 11,25" LVL TO REMAIN 'Zww�wwhwwwow�R• \ \ 's EXISTING , - -� 2X 2 JCIST� —�- KITCHEN WINDOW N TO REMAIN ( 1I �., • �" C.C. u i SUN ROOM W OUTLINE OF 2ND FLOOR EXTERIOR 04 1 4 ' U N. WALLS CENTER -•INT X • I LISTED GAS • OF HIP C•NNECTION ® , FIREPLACE u JWALL ? I i+1 — g SELECTED _ _ EXISTING N "' OUTLINE OF BY OWNER it \ T 2ND FLOOR Ir CERAMIC 3-11.25" LVL LIVINGROOM ABOVE HEARTH 8 Q QBEAM (FLUSH) cn I ■I '4- 01 EXISTING -� EXTERIOR - WALLS - (3) 11.25 LVL UNDER 'i • ss •w \ \ p UPPER EXTERIOR WALL ' u IO'-94," v-'---�--------- At/ -----�--- SAA 1 LINE OF SLOPED34 8- IdG Q \ _1 ss • /SOLID 2X12 CEILING PATIO FADOOR - = �- FLOOR JOISTS TO BLOCKING UNDER c C/1_ FLUSH U ',' BE ANGLE CUT AND EXTERIOR BEAM CULTURED STONE 1 CI6-3 CASEMENT CI6 3 CASEMENT S - 1- FASTENED TO 2X12 BEARING WALLS • Ss, VENEER RAFTERS C— 1 , L', L--- \ N 11'-516" I II'-O" SSW 12X8 4'-1014" 16'-446" �, 6'-446" 4'-10" 55W 12X8 / / i SIMPSON / / 22'-5�'s" SIMPSON 22 WALL PANEL / WALL PANEL / -5'h ‘ BRACE DING BRACE SECOND FLOOR FRAMING PLAN 4 D 4X8 LAN I STEP TO N GRADE 3/16"=1'-o° SUNROOM 1sT FLOOR PLAN • FIRST FLOOR EXTERIOR WALL CONSTRUCTION: • 2X6 STUDS * 16" O.G. 3/16"•I'-O" . 1/2" OSB OR PLYWOOD SHEATHING , 2 LAYERS TYVEK OR OTHER INFILTRATION BARRIER • WIRE LATH • 1/2" MORTAR SCRATCH COAT GLASS AND VENTILATION AREAS • CEMENTITIOUS BOND GOAT ON THE FIRST FLOOR EXCEED • ADHERED CULTURED MASONRY UNITS THE REQUIREMENTS OF 5% AND 4% • BATT INSULATION - R=21 RESPECTIVELY FOR FOR THE NATURAL , 1/2" BACKER BOARD INTERIOR LIGHT AND NATURAL VENTILATION • WIRE LATH REQUIREMENTS OF SECTION R3O3.I, ' • 1/2" SCRATCH COAT ��� . CEMENTITIOUS BOND COAT �'t�G�ROY ,°0 , ADHERED CULTURED MASONRY UNITS I 3w OAS *\ ! ,tic•. — .>%5, • ;i t►- .,r �Lrp e— � .a,l PROJECT LOCATION: ` DRAWN BY: WR SCOTT W R SCOTT ARCHITECT PLLC SUNROOM SCALE: NOTED A2 . 017815 . 3 WIGHYIEW WAY, MECHANICVILLE NY 12118 6 ROLLING BROOK DRIVE DATE: 10/10/2011 F Ei�+� (518) 424-3191 • e-mall: rktecte c rr•com THE JERSEN RESIDENCE CITY OF SARATOGA SPRINGS ` `-,QED _p►-- �'ty DRAWING NO. PROVISIONS FOR NATURAL LIGHT, VENTILATION AND EMERGENCY EGRESS = ----------\ _ 2,�„ /j_ Q DO NOT APPLY TO THE WINDOW OPENINGS IN 11-115I CLOSET m I 1 E'dISTING b. MASITER BATH - EXISTING r T CLOSET ;od IIIEXISTING LI V INGROOM _ - - - -0„ I i. II CUT CASED OPENING i THROUGH EXISTING WALK-IN ,> - i. EXTERIOR WALL • l Q TRIM OUT TO MATCH 10-6x10-O ; -co _ EXISTING ROOF „ u . -WINDOW - i . CLOSET SHELVING SEAT t \ i SELECTED BY OWNER \:°cY? ot.` // i,I. 4 AFCP305 G/ (i� it I ,� i� FIXED ,q„� 4 n li 3'-4l" j, 4'-9" 1 3'-4%t" I, ,, ,, i 1l'-6° If HI1. ti ,, I , 1 i ROOFi i 2ND FLOOR PLAN 3/15%1.-0" 0R Ew o co1 i. o1- Irk ,..._, e._.} W R SCOTT ARCHITECT PLLC SUNROOM PROJECT LOCATION: DRAWN BY: WR SCOTT 6 ROLLING BROOK DRIVE SCALE: NOTED ,4_3_3 ` 017815 <k.., 3 HIGHvEW WAY, MECHANICvILLE NY 12118 DATE: 10/10/20n (518) 424-3I91 , s-mall: rktect+ionycap.rr.cotn THE JERSEN RESIDENCE CITY OF SARATOGA SPRINGS DRAIUINC� NO. r �E Mk _ EXISTING EXTERIOR WALL ,4 11 . 1 111-51 " 11'-0" • 2x8 * 16" O.G. I2X4 RAKE FRAMING I . I 1 OVER-FRAMING —E_47 m 1611 O.C. 11— EXISTING ROOF EXISTING =,... iii STRUCTURE .1 — STRUCTURE N . "i,. .0, F° " ° 1 (2) 9.25 LVL %1 e� � _�l ��aF �F'— �� II 1. I FLUSH BEAM _ 1 .1 .. � II II .. .. 1. 2x12 ROOF FRAMES• _-- -y---y 114_ i� 10:12 - 2X8 DORMER NEW DORMER - 16' O G ROOF FRAMING (SEE DETAIL) WALLS • 16" O.G. // . r` 11 1i 'f/ \t Ii � � /'� � LOWER ROOF LINE OF RAFTER/ `; ` � SURFACE JOIST INTERCONNECTION (3 11.23" ►� 1 l L "A FLSH EA � 1. � 1 kiv����, B _ ����`�� 10:12 XS DORMER HIP RO•• FRAMING - — ,' 0 16" O.C. 1 it i : 1 t LOWER ROOF • -- - <-..- 1---1 SURFACE 111-5'h" LOWER ROOF FRAMING PLAN I 3/161121'-0" UPPER ROOF FRAMING PLAN CROSSVENT RB 3/1611=11-0" PANEL AND VENT CROSSVENT RB FASTEN RAFTER AND JOIST PANEL AND VENT 2X8 NAILER CONNECTION WITH (6) 3-3/8 2X8 RIDGE 2X6 STRUT 2x12 RAFTERS 2X8 OVER- TRUSSLOK CONNECTORS • 16" O.C. 2X8 RAFTERS FRAMING BOTH FACES (OR EQUAL) _ • 16" O.C. C. 2X8 CEILING JOISTS 0 16" O. 1* 2XI2 RAFTERS =� A 16" o.C. (� fir • 16" O.C. 2XI2 NAILER ill ( I, METAL ROOF ~zt\\ METAL ROOF 2X8 HiP , 1' �\� 10" R-38 BATT —, � 10" R-38 BATT RAFTER '•TING ROOF �.1t1111 illi u.... ��\ INSULATION .1■iltiul'11e11811111111111M11111bU itilii�°f!Il��/li ���� ` INSULATION -S CONSTRUCTION f !\ h fff II dI: _ 2X12 JOISTS HANGER : ..i1: * 16" O.C. ; ;� i= ' 2X12 BLOCKING 1 (3) 11.25" LVL BEAM VENTED SOFFIT (2) 9.25 LVL EXISTING WALL VENTED SOFFIT FLUSH BEAM - 2XI26 JOISTS V - NE�y NOTE: AS AN ALTERNATIVE TO • 16" O.C. ,it THE CROSSVENT RB PANEL AND ROy Yj \ SECTION C VENT SYSTEM RAFTER SPACES SECTION B SECTION A • ' 4 �/'1 3/161%111-0" MAY BE FILLED WITH SPRAYED 3/16%11-0" 3/16"se-0" i 1 POLYURETHANE FOAM INSULATION * • --i " , a *'4 3 Q . .03 , di 1.4,41. PROJECT LOCATION: DRAWN BY: WR SCOTT to •,..,•- W R SCOTT ARCHITECT PLLC C.�IINROOMA-4 44,scaLE: NOTED117$15 . 3 HICs4YIEW WAY, MEGNANICVILLE NY 12118 6 ROLLING BROOK DRIVE DATE: 10/lonou \ lpit,*-- (518) 424-319 s-mall: rktect+onycap.rr.com THE JERSEN RESIDENCE CITY OF SARATOGA SPRINGS DRAWING NO, RED .A‘------ -- SEE ROOF 2X8 RIDGE FRAMING PLAN 2X8 RAFTERS FOR FRAMING 16" O.G. DETAILS 2X8 HIP a RAFTER " EXISTING ROOF liardWlrEIr `W TRUSSES (ASSUMED) J�rlj11111111111r1.111,1,r - 11111' '1tlUlraM EXISTING ROOF 4 SEE ROOF .,'rr�j�j�� �%`r�U2�,1 , 1,r TRUSSES (ASSUMED) FRAMING PLAN tell 1 FOR FRAMING AMMO 7/ i I_ .. .,renn11 llillai l�1 ibi : „ : .,_ !` m DETAILS -�_ .. 1�.... , : E—SEE SECOND — - �" ii FLOOR EXTERIOR MAIN HOUSE ROOF - �J it FLOOR EXTER I'.R a0 MAIN HOUSE ROOF WALL CONSTRUCTION NOTES ' - 111 • r WALL CONSTRlU TIQN SECOND FLOOR EXTERIOR WALL CONSTRUCTION CO SEE ROOF EXISTING EXTERIOR SEE ROOF = ! NOTES FRAMING PLAN FRAMING PLAN •°°7-1" EXISTING EXTE"I.R , EXTERIOR WALL FRAMING: 2X6 STUDS * 16" O.G. WALL - REMOVE SIDING in WALL - REMOV; `IDING , INSULATION: 5.5" R.2I FOR FRAMING j INSTALL GYP. BD. FOR FRAMING INSTALL GYP. :� SHEATHING: I/2" CDX OR 1/16 OSB DETAILS �/ _ / t , I_• DETAILS /' ,/ I . INFILTRATION BARRIER: TYVEK �'�r .•.•I ha ��'� j1, 11 ���Q�, I)I / \ . HARDIE PLANK SIDING TO MATCH EXISTING ��` 2X12 FLOOR J. STSEXPOSURE 1 ��1���,1�, ` 2X12 FLOOR JOISTS INTERIOR VAPOR BARRIER: POLY 0 16 O.G. 16 O.C. . INTERIOR: 1/2" GYPSUM BOARD ; SEE FIRST FLOOR SEE FIRST FLOOR EXTERIOR WALL EXISTING EXTERI.�R EXTERIOR WALLle CONSTRUCTION CONSTRUCTION EXISTING EXTERI•R WALL - REMOVE '•IDING : WALL - REMOVE `IDING - t NOTES INSTALL GYP. Bim. NOTES INSTALL GYP, Bo FIRST FLOOR EXTERIOR WALL CONSTRUCTION II-VB" TJI 360 FLOOR JOISTS o �- LINE OF EXISTING • 16"O.C. AND 3/4" HOUSE WALL ��" T4G OSB OR PLYWOOD . EXTERIOR WALL FRAMING: 2X6 STUDS • 16" O.G. ' BEYOND 'g' s<'BFLOOR . INSULATION: 5.5" R■21 ;1 .;5=' \ . SHEATHING: 1/2" CDX OR 1/16 055 I .46 :IIIIIII• 6 . INFILTRATION BARRIER: TYVEK ' '. E-EXISTING FOUNDATION (DOUBLE LAYER REQUIRED UNDER EXISTING D: S TYPICAL S" BASEMENT WALL: , WALL ADHERED MASONRY) FOUNDATION I/7" DRYWALL SEE FOUNDATION PLAN WALL s FRAME-OUT . WIRE LATH i 6 nil POLY VAPOR BARRIER `'.n �x4 STUDS•Y4"o.c. .4: EXISTING . 1.2" SCRATCH COAT 4" CONCRETE SLAB BATT INSULATION-R.I3 FOUNDATION . CEMENTITIOUS ADHESION COAT B"CONCRETE FOUNDATION WALL WITH VAPOR BARRIER ASPHALT DAMPPROOFING WALL CULTURED STONE (OWNER SELECTED) OVER GRANULAR BASE = 4" CONCRETE SLAB INTERIOR VAPOR BARRIER: TYVEK . II • • •• • • o OVER GRANULAR BASE - •• • .. . - , /2 GYPSUM BOARD WITH VAPOR BARRIER :. INTERIOR: 1 " . . . . . a I� . WIRE LATH ' .. . . <..,. .._.... ._._._. . 1/2" SCRATCH COAT . CEMENTITIOUS ADHESION COAT CULTURED STONE (OWNER SELECTED) . EXTERIOR FACING: AS SHOWN BUILDING SECTION E BUILDING SECTION D . CORNER BRACING: PLYWOOD 3/16"=1'-0" 3/16"•I'-O" X4 LET-INBRACING STEEL "T" SECTIONS .F NE * s� E:•. , -f.S', "4 *' W R SCOTT ARCHITECT PLC SU*DOOM PROJECT LOCATION: DRAWN BY: WR SCOTT �`i„. ► 7815��' ' v ,�{ I 1 6 ROLLING BROOK DRIVE SCALE: NOTED A-5 i s G 3 HICsHVIEW WAY, MEC(-IANICVILLE NY 12118 DATE: 10/10/2011 ED 10x- (518) 424-3191 , s-mall: rktectenycap.rr,com THE JERSEN RESIDENCE CITY OF SARATOGA SPRINGS DRAWING NO. (3) 11.25 LVL FLUSH BEAM • ROOF CONSTRUCTION • OPENING FOR 2X12 2X44 COLLAR TIES RIDGE VENT - ELIPTICAL TRANSOM .2XS RAFTERS 6 16" 0.C. (CONTRACTOR VERIFY) (2) 11.25 LVL • 48" 0.C. �► 2X8 RIDGE .1/2" CDX OF 1/16° OSB la 1;, VENTILATION .15" FELT OR OTHER 2X8 RAFTERS s.s BAFFLE ) 16" O.G. UNDERLAYMENT AS PRESCRIBED �! -E I"I / BY ROOFING MANUFACTURER. IsmI�II�I II II Ii ll 11 VENTED SOFFIT VV j .AN ICE SHIELD SHALL BE INSTALLED (2) 11.25 LVL HEADER (2) 11.25 LVL HEADER TO A POINT AT LEAST 24 INCHES 1111 I 11.1{11 111111 Ai 1`' C16-3 OPENING C16-3 OPENING CROSSVENT RB A.4 INSIDE THE INTERIOR WALL LINE. (CONTRACTOR (CONTRACTOR VERIFY) VERIFY) PANEL AND VENT 3 �; 5465 FRENCH ,; SEE SECOND _ DOOR OPENING 2X12 RAFTERS .�-■., FLOOR EXTERIO- VERIFRACTOR ID 16" O.C. WALL CONSTRUC ION 2X8 CEILING JOISTS x NOTES SECOND FLOOR EXTERIOR WALL CONSTRUCTION A3 \ . III n it II IQ__ 1 u u II II d 16" O.C. / EXTERIOR WALL FRAMING: 2X6 STUDS 16" O.C. / 2X12 NAILER INSULATION: 5.5" R.21 00011111 METAL ROOF SSW12X8 SIMPSON SSW12X8 SIMPSON \ . SHEATHING: 1/2" CDX OR 7/16 OSB STRONG-WALL STRONG-WALL 10" R-38 BATT y 1 '`�- A ;�, I , INFILTRATION BARRIER: TYVEK PANEL BRACE PANEL BRACE INSULATION • li...�mtldiiiiU1U11111111DtIalairiwI��'�o���m'��'I��ior . HARDIE PLANK SIDING TO MATCH EXISTING / ‘ HANGER EXPOSURE . INTERIOR VAPOR BARRIER: POLY VENTED SOFFIT i 7n•, (3) 11.25" LVL BEAMo INTERIOR: 1/2" GYPSUM BOARD REAR WALL FRAMING DETAIL I 2X12 JOISTS m i la 16" 0.G. SEE FIRST FLOOR °d:di EXISTING EXTERIOR FIRST FLOOR EXTERIOR WALL CONSTRUCTION EXTERIOR WALL iii WALL - REMOVE SIDING • - CONSTRUCTION I INSTALL GYP. BD. . EXTERIOR WALL FRAMING: 2X6 STUDS a 16" O.G. NOTES . INSULATION: 5.5" R■21 i tiSHEATHING: 1/2" CDX OR 1/16 OSB INFILTRATION BARRIER: TYVEK 1 (DOUBLE LAYER REQUIRED UNDER EXISTING 7. , ADHERED MASONRY) •' SEE FOUNDATION PLAN FOUNDATION . WIRE LATH . 1.2" SCRATCH COAT 4" CONCRETE SLAB CEMENTITIOUS ADHESION COAT WITH VAPOR BARRIER . CULTURED STONE (OWNER SELECTED) / ,. ,OVER GRANULAR BASE . INTERIOR VAPOR BARRIER: TYVEK -•• mariireneci INTERIOR: 1/2" GYPSUM BOARD . WIRE LATH : .:.._..:-^-.......;.:.....,..,........,..._,_.:.:.............._:..._;_.... .._.......,.,.,_._....._..... . 1/2" SCRATCH COAT . CEMENTITIOUS ADHESION COAT . CULTURED STONE (OWNER SELECTED) . EXTERIOR FACING: AS SHOWN BUILDING SECTION F . CORNER BRACING: PLYWOOD 3/16"•1'-O" 1X4 LET-INBRACING STEEL "T" SECTIONS i� i �0: ,......„,v. Ii— I �... 'V W R SCOTT ARCHITECT PLLC M PROJECT LOCATION: DRAWN BY: OR SCOTT 1TalS ���S���OO" 6 ROLLING BROOK DRIVESCALE: NOTED A-6G ,%3 HICsHVIEW WAY, MECHANICVILLE NY 12118 DATE: 10/10/2011 -_!�Ep � .- (518) 424-3191 . e-mail: rktects c rr.GOm THE JERSEN RESIDENCE CITY OF SARATOGA SPRINGS ny ap- DRAWING NO. LOCATION ON LOT APPLIC48LE PROVISIONS AND DESIGN CRITERIA FROM IT IS ASSUMED THAT THE PROPOSED WORK WILL NOT CONFLICT WITH LOCAL ZONING ISSUES. THE RESIDENTIAL CODE OF NEW YORK STATE 2010 VERSION IT IS THE OWNERS RESPONSIBILITY TO NOTIFY THE LOCAL AUTHORITY OF THE PROPOSED WORK AND TO RESOLVE LOCAL ZONING ISSUES, IF ANY. TI-4E DESIGN LIES WITHIN ALL KNOWN SIDELINE RESTRICTIONS BASED ON INFORMATION PROVIDED BY THE OWNER. CLIMATIC, GEOGRAPHIC AND STRUCTURAL DESIGN CRITERIA NO EXTERIOR WALL CONSTRUCTION 15 TO BE LOCATED LESS THAN 3 FEET FROM AN INTERIOR LOT LINE. THE DESIGN OF TI-115 BUILDING CONSTRUCTION IS BASED ON THE FOLLOWING NATURAL LIGHT AND VENTILATION OPENINGS CRITERIA APPLICABLE TO THE VILLAGE OF ALTAMONT, ALBANY COUNTY. GROUND SNOW LOAD 50 PSF WINDOWS AND DOORS HAVE BEEN SELECTED BY THE ARCHITECT TO MEET REQUIREMENTS WIND SPEED 90 MPH FOR NATURAL LIGHT AND VENTILATION OF HABITABLE SPACES. THE ARCHITECT MUST BE SEISMIC DESIGN CATEGORY B CONSULTED IN THE EVENT WINDOW SIZES ARE CHANGED RESULTING IN REDUCED NATURAL FROST LINE DEPTH 48 INCHES LIGHT AND VENTILATION OPENINGS. WINTER DESIGN TEMP -1 ICE SHIELD UNDERLAYMENT REQUIRED HEATING INTERIOR DESIGN LOADS: HEATING OR AIR CONDITIONING SYSTEMS HAVE NOT BEEN DESIGNED OR INCLUDED IN THESE SLEEPING ROOMS 30 PSF CONSTRUCTION DOCUMENTS. TI-4E CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING NON-SLEEPING ROOMS 40 PSF HEATING EQUIPMENT CRITERIA INCLUDING EXPANSION OR REPLACEMENT OF EXISTING SYSTEMS EXTERIOR DECKS 40 PSF OR EQUIPMENT. ALL HEATING AND AIR CONDITIONING WORK SHALL BE COORDINATED WITH THE EXTERIOR BALCONIES 60 PSF OWNER. NEW HEATING EQUIPMENT SHALL BE SIZED IN ACCORDANCE WITH ACCA MANUAL J. ATTIC WITH STORAGE 20 PSF ATTIC WITHOUT STORAGE: 10 PSF ALL NEW SPACES 514ALL BE PROVIDED WITH EQUIPMENT CAPABLE OF MAINTAINING A ROOM TEMPERATURE OF AT LEAST 68 DEGREES AT A POINT 3 FEET ABOVE THE FLOOR AND 2 FEET SEISMIC DESIGN PROVISIONS FROM EXTERIOR WALLS. FOUNDATION GEOTECHNICAL EVALUATION NOT APPLICABLE FOR ONE AND TWO-FAMILY DWELLINGS IN SEISMIC DESIGN CATEGORY C NO GEOTECHNICAL EVALUATION HAS BEEN DONE IN CONNECTION WITH THE FOUNDATION WIND LOAD REQUIREMENTS DESIGN. THE LOAD BEARING PRESSURE USED FOR THE DESIGN OF ALL FOUNDATION SUPPORTING ELEMENTS IS 3,000 PSF FOR SAND, SILTY SAND, CLAYEY SAND, SILTY MAXIMUM WINDOW AND DOOR DESIGN LOADS FOR WIND EXPOSURE CATEGORY B GRAVEL AND CLAYEY GRAVEL. IF OTHER SOIL TYPES ARE ENCOUNTERED IN THE .WITHIN 4 FEET OF CORNER • 14.6 PSF POS. -19.5 PSF NEG. EXCAVATION, OR IF THE ACTUAL SOIL BEARING PRESSURE IS DETERMINED IN THE FIELD .SIDEWALL OUTSIDE 4 FOOT ZONE • 14.6 PSF POS. -15.8 PSF NEG. TO BE LESS THAN 3,000 PSF, THE ARCHITECT MUST BE NOTIFIED. EXPOSURE CATEGORY B FOR ALL ROOF PITCHES STRUCTURAL MASONRY AND CONCRETE FOUNDATION WALLS .WITHIN 4 FEET ALONG ROOF EDGE OR RIDGE 13.3 PSF POS. -28.2 PSF NEG. .WITHIN 4 X 4 PANEL AT ROOF CORNERS 13.3 PSF P05. -36.8 PSF NEG. DESIGN AND CONSTRUCTION OF PLAIN CONCRETE FOUNDATION WALLS CONFORMS TO .WITHIN CENTER PORTION OF ROOF 13.3 PSF POS. -14.6 PSF NEG. APPLICABLE PROVISIONS OF ACI-318.1-99, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, AND THE PROVISIONS OF TABLE R404.1.1(I) OF THE RCNYS. GRADE ELEMENTS OF GENERAL STRUCTURAL DESIGN 60 STEEL REINFORCING RODS SHALL BE PLACED AS SHOWN ON THE DRAWINGS SMOKE ALARMS ALL STRUCTURAL ELEMENTS AND COMPONEMTS WERE DESIGNED USING APPLICABLE PROVISIONS OF THE RCNYS UNLESS OTHERWISE NOTED ON THE DRAWINGS. WHERE NOTED, CERTAIN STRUCTURAL MEMBERS HAVE BEEN DESIGNED USING: SMOKE DETECTORS MUST BE INSTALLED IN EACH SLEEPING ROOM, OUTSIDE SLEEPING ROOMS AND .THE AMERICAN FOREST AND PAPER ASSOCIATION (AFtPA) NATIONAL DESIGN ONE ON EACH FLOOR. DEVICES MAY BE BATTERY OPERATED WHERE EXISTING WALL AND CEILING SPECIFICATIONS (NDS) FINISHES ARE NOT REMOVED. EXISTING SMOKE DETECTING DEVICES MAY REMAIN TO SERVE AS .MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 1) COMPLIANCE WITH THIS SECTION. .CHAPTER 16 OF THE BUILDING CODE OF NEW YORK STATE SMOKE ALARMS, IF HARD-WIRED, MUST BE PROVIDED WITH BATTERY BACKUP, EITHER INTERNAL FLOODPLAIN CONSTRUCTION OR REMOTE. HARD-WIRED SMOKE DETECTING DEVICES, IF REQUIRED, MUST BE POWERED FROM A LIGHTING CIRCUIT THE DESIGN OF THIS STRUCTURE ASSUMES THAT IT DOES NOT LIE WITHIN A DESIGNATED WITH NO INTERVENING SWITCHES. ELECTRONIC, LOW-VOLTAGE SYSTEMS ARE ALLOWED PROVIDED FLOODPLAIN AS DETERMINED BY THE UNITED STATES CORPS OF ENGINEERS. IT IS THE THE SYSTEM COMPLIES WITH NFPA 12. EXISTING SLEEPING ROOMS MUST BE PROVIDED WITH BATTERY RESPONSIBILITY OF THE LOCAL AUTHORITY HAVING JURISDICTION TO MAKE A 0 OPERATED SMOKE DETECTING DEVICES UNLESS INTERIOR FINISHES ARE REMOVED AND HARD-WIRING DETERMINATION AS TO THE APPLICABILITY OF FLOODPLAIN RESTRICTIONS. THE ARCHITECT CAN BE READILY ACCOMPLISHED. SHALL BE NOTIFIED IN THE EVENT SUCH A DETERMINATION IS MADE. y�PvA. R RO y j•'d4, O # ` 3� R` -4 .4 * d1410 ELlam.: W R SCOTT ARCHITECT PLLG SUNROOM ADDITION PROJECT LOCATION: w“. DRAWN BY: WR SCOTT DRAWING NO, e 0 ' 3 HIGHVIEW WAY, MECHANICVILLE NY 12118 DATE::ENONE 7815 't,' (518) 424-3192 s-mail: rktect+� .1 i.com THE JERSEN RESIDENCE CITY OF SARATOGA SPRINGS DATOCTOBER 10, 2011 P_ _RED ARCjj'` GENERAL BUILDING SPECIFICATIONS GENERAL CONDITIONS, MINIMUM CONSTRUCTION, PERFORMANCE AND QUALITY REQUIREMENTS • FOUNDATIONS .DO NOT CONSTRUCT FOUNDATION BELOW THE WATER TABLE UNLESS AN APPROVED WATERPOOFING CONSTRUCTION DOCUMENTS SYSTEM IS PROVIDED. .CONSTRUCT FOOTINGS ON UNDISTURBED SOIL. THE ARCHITECT HAS NOT BEEN RETAINED TO OBSERVE THE CONSTRUCTION AND DAMPROOF FOUNDATION WALLS BELOW GRADE. ASSUMES NO RESPONSIBILITY FOR DESIGN CHANGES MADE IN THE FIELD OR FOR .BRACE FOUNDATIONS BEFORE BACKFILLING. METHODS OR MATERIAL SELECTIONS, PRODUCT PERFORMANCE OR WARRANTY, CONCRETE STRENGTHS: OR SAFETY DURING CONSTRUCTION. FOOTINGS, FOUNDATION WALLS AND INTERIOR SLABS - 2,500 PSI a 28 DAYS. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE FOR THE CONSTRUCTION OF ONE .CONCRETE FLATWORK EXPOSED TO THE WEATHER: 3,000 PSI s 28 DAYS. BUILDING, ADDITION OR ALTERATION AND ARE NOT TO BE COPIED IN ANY FORM GARAGE FLOOR SLABS, PORCHES, CARPORTS AND STEPS EXPOSED TO THE WHATSOEVER WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT. WEATHER: 3,500 PSI a 28 DAYS. FRAMING ALTERING THESE DRAWINGS WITHOUT THE APPROVAL OF THE ARCHITECT IS A VIOLATION OF SECTION 1209(2) OF THE NEW YORK STATE EDUCATION LAW. .INSTALL BRIDGING FOR FLOOR CONSTRUCTION FRAMED WITH YARD LUMBER WHERE SPANS EXCEED 8 FEET .3/4 INCH TONGUE AND GROOVE PLYWOOD AND OSB FLOOR SHEATHING TO BE ATTACHED TO JOISTS PER ANY DIMENSIONS SHOWN ON THESE DOCUMENTS WHICH ARE BASED ON MANUFACTURER'S INSTRUCTIONS AND BE GRADE-STAMPED FOR INTENDED USE. EXISTING CONSTRUCTION OR SITE CONDITIONS MUST BE CHECKED BY THE .STRUCTURAL ROOF SHEATHING SHALL BE STAMPED WITH LISTED SPAN DATA FOR SPECIFIC CONTRACTOR BEFORE COMMENCING WITH THE WORK. THE CONTRACTOR APPLICATION. EDGE CLIPS SHALL BE USED IF STRUCTURAL FRAMING EXCEEDS 16 INCHES SHALL REPORT ALL PERCEIVED ERRORS AND OMISSIONS TO THE ARCHITECT. ON CENTER OR AS OTHERWISE RECOMMENDED BY THE MANUFACTURER. .WOOD TRUSSES, IF SHOWN ON THE DRAWINGS, SHALL BE DESIGNED AND CONSTRUCTED IN ALL MATERIALS MUST BE INSTALLED ACCORDING TO THE MANUFACTURER'S ACCORDANCE WITH LATEST TRUSS PLATE INSTITUTE (TPI) SPECIFICATIONS. CERTIFIED INSTRUCTIONS AND ALL APPLICABLE PROVISIONS OF THE NEW YORK STATE DRAWINGS MUST BE PROVIDED BY THE MANUFACTURER, EACH BEARING THE SEAL OF A UNIFORM FIRE PREVENTION AND BUILDING CODE. LICENSED NEW YORK STATE PROFESSIONAL ENGINEER. THE ARCHITECT IS NOT RESPONSIBLE FOR ROOF TRUSS CONSTRUCTION THAT DOES NOT CONFORM TO RCNYS SECTION 802.10. THESE DOCUMENTS ARE NOT VALID FOR USE IN OBTAINING A BUILDING PERMIT .FACTORY PRODUCED LAMINATED STRUCTURAL MEMBERS SHALL BE INSTALLED WHERE SHOWN WITHOUT THE APPLICATION OF THE ARCHITECT'S ORIGINAL SEAL AND SIGNATURE. • ON THE DRAWINGS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. Fb VALUE OF STRUCTURAL LAMINATED BEAMS IS TAKEN AT 2,100 PSI, BENDING, MODULUS OF ELASTICITY THIS DESIGN CONFORMS TO THE LATEST EDITION OF NEW YORK STATE UNIFORM FIRE PREVENTION 1,900,000 PSI. AND BUILDING CODE, PARTS 1220 OR 1221, AND THE ENERGY CONSERVATION CONSTRUCTION CODE. MECHANICAL GENERAL CONDITIONS THESE DRAWINGS DO NOT DETAIL MECHANICAL WORK. ALL WORK INVOLVING HEATING AND COOLING, EXHAUST, DUCTWORK, CHIMNEYS AND VENTS, BOILERS AND WATER HEATERS OR THE CONTRACTOR SHALL PROVIDE ALL REQUIRED MATERIALS AND COMPONENTS HYDRONIC PIPING SHALL CONFORM TO THE SPECIFIC REQUIREMENTS IN RCNYS CHAPTERS OF NON-SPECIFIED ITEMS, SUCH AS NAILS, FLASHINGS, ETC. TO PROVIDE A 12 THROUGH 23. COMPLETE CONSTRUCTION PROJECT, SOUND AND WEATHER TIGHT, AND TO COMPLY NEW PLUMBING MUST BE PLANNED TO MEET EXISTING DRAINS. CONTRACTOR SHALL VERIFY WITH CURRENT STANDARDS OF QUALITY CONSTRUCTION. LOCATIONS WHERE CONNECTIONS MUST BE MADE AND LOCATE ACCEPTABLE CHASES WHERE ALL MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE REQUIRED. PROVIDE DRAINAGE AND VENT PIPING IN ACCORDANCE WITH CHAPTER 30 OF CONTRACTOR, INCLUDING BUT NOT LIMITED TO SHORING, SUPPORT AND BRACING THE RCNYS. OF EXISTING STRUCTURES AS REQUIRED FOR THE WORK. CONSULT WITH THE ELECTRICAL ARCHITECT WHERE NECESSARY. IT IS ASSUMED THAT THE EXISTING ELECTRICAL SERVICE IS OF SUFFICIENT SIZE FOR THE COORDINATE SELECTION OF ALL MATERIALS AND PRODUCTS NOT SPECIFICALLY ADDITIONAL CONNECTED LOAD ANTICIPATED WITH THE ALTERATION WORK. THE CONTRACTOR CALLED OUT IN THE SPECIFICATIONS AND ON THE DRAWINGS SUCH AS PAINTING SHALL CONFIRM THAT THE SERVICE IS ADEQUATE AND COORDINATE THE ADDITION OF SERVICE MATERIALS AND COLORS, INTERIOR FINISHES, LIGHT FIXTURES, BATHROOM FIXTURES, IF REQUIRED. CABINETRY, APPLIANCES AND ACCESSORIES, WITH THE OWNER. THE CONTRACTOR SHALL PROVIDE ALL WIRING AND ELECTRICAL FIXTURES, FROM EXISTING SERVICE, TO SUPPLY ADDITION. WHERE NEW WALLS ARE CONSTRUCTED, OUTLETS AND SWITCHES SHALL BE LOCATED AS REQUIRED BY NATIONAL ELECTRIC CODE AND ANY SPECIAL REQUIREMENTS OF THE OWNER. LIGHTING FIXTURES ARE NOT SPECIFIED OR SHOWN ON THE DRAWINGS. REVIEW ALL LIGHTING AND LL SPECIAL FIXTURE REQUIREMENTS WITH THE OWNER. NG ELECTRICAL WORK MUST CONFORM TO THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE � o�ROY S, O;' OR CHAPTERS 33 THROUGH 42 OF THE RCNYS. Q • ti •+9-1 • W R SCOTT ARCHITECT PLLC SUNROOM ADDITION PROJECT LOCATION: DRAWN BY: WR SCOTT DRAWING NO. O 781 3 HIGHYIEW WAY, MECHANICVILLE NY 12118 DATSCAE:: NONE THE JERSEN RESIDENCE 6 ROLLING BROOK DR. DATE: OCTOBER 10, 2011 8FD.2 \,‘ 4-ED (518) 424-319, e-mail: rktectenycap.rr.com CITY OF SARATOGA SPRINGS ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORk STATE 2010 THE DESIGN OF THE ENVELOPE AND SYSTEMS OF THIS STRUCTURE CONFORMS ENERGY CODE OF NEW YORK STATE TO APPLICABLE PROVISIONS OF CHAPTER 4 OF THE 2010 VERSION OF THE ECCCNYS. TI-4E COMPLIANCE PATH iS IN ACCORDANCE WITH ECCCNYS SECTION 401,2.1 - COMPLIANCE PATH - CHAPTER 4 - SECTION 402.1 PRESCRIPTIVE PATH AIR LEAKAGE (402.4.1) PR".'"-RI>DTI� E L7 A T1 I ���vvl��l ' I r - 1 _. 11'R The building thermal envelope shall be sealed by caulking, gasketing, weatherstripping or otherwise sealed with an air barrier material, suitable film or solid material: I. All Joints and penetrations. 402.1.1 MINIMUM INSULATION vALUES - TABLE 402.1.1 - CLIMATE ZONE 5 2. Fill all voids between jambs and with loose or foam insulation. 3. Walls and ceilings separating a garage from conditioned spaces. GLAZING U VALUE = 0.35 4. Behind tubs and showers on exterior walls. SKYLIGHT U VALUE = 0.60 S. Attic access openings. CEILING R VALUE • 38 6. Rim Joist Junctions. WALL R VALUE 20 BASEMENT WALL R VALUE = 13 402,4.2 The building envelope air tightness and insulation installation shall be demonstrated to comply with either the blower door test or visual ELECTRICAL POWER AND LIGHTING THIS ADDITION IS BEING TREATED inspection. The code enforcement official may require a third party AS A THERMALLY ISOLATED inspection agency to perform the inspections. . Lighting equipment - A minimum of' 50 percent of' the lamps in permanently installed SUNROOM IN ACCORDANCE WITH lighting fixtures shall be high-efficacy lamps. APPLICABLE PROVISIONS IN 402.4.3 Recessed lighting. CHAPTER 4. R AND U VALUES EXCEED THE MINIMUM REQUIREMENTS. . Seal recessed luminaires installed in the building thermal envelope to WHERE NEW HEATING EQUIPMENT IS INSTALLED BY limit air leakage between conditioned and unconditioned spaces. OTHERS, THE INSTALLER SHALL CERTIFY AS TO THE All recessed luminaires shall be IC-rated and labeled as meeting EFFICIENCY OF THE NEW EQUIPMENT. ASTM E 283 when tested at 1.51 psf pressure differential with no more than 2.0 cfm of' air movement from the conditioned space to the ceiling cavity. FENESTRATION AND GLASS DOORS: . All recessed luminaires shall be sealed with a gasket or caulk between ALL WINDOWS ARE TO HAVE INSULATED LOW-E GLAZING. the housing and the interior wall or ceiling covering. MAXIMUM U-VALUE FOR SUCH GLAZING IS 0.35 SYSTEM NOTES: ALL WINDOWS AND SLIDING DOORS MEET OR EXCEED THE SEAL AND SIGNATURE ON THIS ENERGY THE PROVISIONS OF SECTION 402.4.2: CONSERVATION CONSTRUCTION CODE OF NEW Provide at least one programmable thermostat capable of' automatically YORK STATE COMPLIANCE DOCUMENT IS A adjusting the space temperature set point and capable of' controlling AIR INFILTRATION RATE NO GREATER THAN 0.3 CFM/SQ. FT. CERTIFICATION THAT THE DESIGN WAS PREPARED the heating and cooling system on a daily schedule to maintain different AND SHALL BE LABELED SUCH BY A REGISTERED DESIGN PROFESSIONAL AS temperature set points at different times of' the day. REQUIRED BY SECTION 104.1. TO THE BEST OF Supply ducts located outside the building thermal envelope shall be ALL SWINGING DOORS SHALL MEET OR EXCEED THE MY KNOWLEDGE AND BELIEF, THE DESIGN COMFORMS PROVISIONS OF SECTION 402.4,2: TO ALL APPLICABLE PROVISIONS OF SAID CODE. Insulated to a minimum of R-8 for attics: R-6 for all other ducts. All supply ducts, air handlers and filter boxes shall be sealed. Joints and AIR INFILTRATION RATE NO GREATER THAN 0.5 CFM/SQ. FT. seams shal: comply with Section M1601.3 of the Residential Code of' New AFTER THE COMPLETION OF THE WORK, THE AND SHALL BE LABELED SUCH. CONTRACTOR IS REQUIRED TO COMPLETE York State. The tightness of' ducts shall be verified by either Post THE ATTACHED BUILDING ENERGY STANDARDS construction test or rough-in test unless ducts and air Handler are located CERTIFICATE AND ATTACH IT ON OR NEAR THE within conditioned space. ELECTRICAL PANEL. . All mechanical equipment, including comfort heating and water heating equipment Such equipment shall be sized in accordance with ACCA Manual J. Provide equipment information including make, model, heating size (BTU) and AFUE, tof NEW cooling size (BTU) and SEER, blower size and speeds. P't �� ROy :( . For water heater provide equipment manufacturer, model, tank size, E.F. Factor and ��v • CO. input BTU. * ,$.1 • a• PROJECT LOCATION: .'._,+ !.." W R SCOTT ARCHITECT PLLC SUNROOM ADDITION DRAWN BY: WR SCOTT DRAWING NO, • 3 HH IGVIEW WAY, MECHANICVILLE NY 12118 SCALE: NONE Ec_i 1518 424-3192 cs-mail: rktect+� c 6 ROLLING BROOK DR017815 �4 ap,rr,com THE JERSEN RESIDENCE CITY OF SARATOGA SPRINGS DATE: OCTOBER 10, 2011 `_- ° A® ? , 1 • EXISTING BASEMENT TYPICAL CONCRETE WALL ' r' . , -A r" 1 /4. - ,•• -' A TIE-IN DRILL INTO EXISTING 2X8 SILL PLATE EXISTING CONCRETE — FOUNDATION WALL INSTALL W/ GASKET FOUNDATION WALL ° •4 DOWELS • 24" O.G. AND ' FASTEN WITH CHEM-REX EPDXY e' v a , v a - i STUD ANCHORS OR EQUAL. c 111 1 EXTEND 16" INTO NEW FOUNDATION • ° r I I� _ WALL. CAULK AND SEAL. q y 2X12 NAILER t F11.815 TJI 360 FLOOR AGAINST RIM JOIST a JOISTS 1016" O.G. ' FASTEN WITH 1/2" DIA. 2-•5 BARS s• LAG SCREWS • 16" CONTINUOUS • I/2" DIA ANCHOR BOLTSO.G. INTO RIM JOIST • 6' 0.C. ' < U\ AND SILL PLATE _ I....4 TYPICAL 8" BASEMENT WALL: 4 _ _ 5 x O _ 1/2" DRYWALL D'• R 13 INSULATION IN FRAMING °° 1 �' . " OR POLY ENCAPSULATED 6 mIl POLY VAPOR BARRIER =IFJIBIBIBIBIBIBiI p, �, • -IL9IFEIIMIIa1B1®11= - - _ - _ _ u,•c w (OPTIONAL) „_ _ ' _ 2x4 STUDS • 24" o.c. I0iF11'' o '' BATT INSULATION °, I" AIR SPACE TYPICAL BASEMENT FLOOR: Q \ ° • FIELD LOCATE 4" CONCRETE SLAB 8" CONCRETE FOUNDATION WALL DAMP- •.; r ACCES DOOR I \ 6 mil POLY VAPOR BARRIER ASPHALT DAMPPROOFING PROOFING ° tic \ TO EXISTING COMPACTED GRANULAR FILL p y BASEMENT • FOUNDATION NOTES 8" THICK PLAIN J . a" • CONCRETE WALL- . ' i ,.• NOTIFY THE ARCHITECT IF GROUND WATER REINFORCING OPTION a;; ° ° ' IS ENCOUNTERED IN THE EXCAVATION. DO NOT •5 VERTICAL BARSr CONSTRUCT FOOTINGS BELOW THE SEASONAL 36" O.C. 0 D - HIGH WATER TABLE. PROVIDE FOOTING DRAINS gc •4 BENT DOWELS, : : AT PERIMETER OF FOUNDATION TO SUMP, DAYLIGHT t> r 16" LONG • 36" O.G. . - POR CONNECT TO EXISTING SYSTEM. 6" DIA. FOOTING A".. .D ._-_: • DRAIN TO DAYLIGHT ...WA 1 A• • \ _ OR SUMP V'S�� .• r ��'� �� �� A DESIGN LOAD BEARING CAPACITY OF FOUNDATION s':,r•':'m., ., + 4" CONCRETE SLAB �_y�•� �; SOIL IS ASSUMED TO BE 3,000 PSF. FOOTINGS 444• p- -°._I. .• 4 , „ MUST BE CONSTRUCTED IN UNDISTURBED SOIL. 0..i.°2014§1.^ o '' •.•'. ' %•:•', . ' - 22-5"2 • a.:4. ,• 1:�_" ': ;'R.: sNS '� POURED, PLAIN CONCRETE FOUNDATION WALLS -•.�'_:�?=r.-.•'-? ° 4" PLASTIC MUST BE PROVIDED WITH 2 - •5 BARS AT THE TOP FOOTING DRAIN RUN CONTINUOUSLY 3 INCHES BELOW THE TOP OF POLY V.B. CONNECTED TO THE WALL. EXISTING GRANULAR BASE UNLESS OTHERWISE NOTED, FOOTINGS ARE TO BE SUNROOM FOUNDATION PLAN CONNECTED TO FOUNDATION WALLS WITH BENT •4 BAR DOWELS SPACED 36 INCHES ON CENTER 16" W. X 8" D. FOOTING EXTENDING 4 INCHES INTO FOOTING AND 12 INCHES 3/16"■1'-0" INTO THE FOUNDATION WALL. FOUNDATION SECTION EXTERIOR FOUNDATION WALLS BELOW GRADE ARE TO BE COATED WITH AN APPROVED DAMP PROOFING MATERIAL. DO NOT BACKFILL FOUNDATION UNTIL FIRST FLOOR FRAMING IS IN PLACE OR FOUNDATION WALLS ARE ADEQUATELY BRACED. DO NOT LOAD WALL BEFORE SEVEN DAYS AFTER POURING. MINIMUM STRENGTH OF CONCRETE: .FOOTINGS, FOUNDATION WALLS AND INTERIOR SLABS: 2,500 PSI • 28 DAYS .CONCRETE EXPOSED TO THE WEATHER: 3,000 PSI • 28 DAYS Of NES, 5 ' ROY ,' ' 'tQ�•ct•� �\ 0 •* P .iti` t� • A 411 PROJECT LOCATION: 17o +'• .u- W R SCOTT ARCHITECT PLLC DRAWN BY: WR SCOTT • SUNROOM SCALE: NOTED , 3 HIGsHVIEW WAY, MECHANICVILLE NY 12118 6 ROLLING BROOK DRIVE 1 -�? , CITY OF SARATOGA SPRINGS DATE: 10/10/2011 (518) 424-3191 - e-mail: rktectonycap.rr,com THE JERSEN RESIDENCE - DRAWING NO. i #17r1