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HomeMy WebLinkAbout15475_1_001_180.6-2-8.1_16_BEACON HILL_PLANS LOT 17 L . . LOT 15 ----- ------ wood stake BEACON HILL DRIVE set between \ i 1 R-1173.62'L =158.9 handholes� __. • copped iron E}— � pin set / — S 88°_ 09'-52 WATER VALVE / / eleclrlc lervlce .r 56'33, •1 gas V0 Ye I PROPOSED telephone Service 1 1 r- WATERLINE v}ce 1 I 1 / television ser 1 1 I ' concrete • / I I gravel drive monument I '� 1 I found r LOT 18 LI I _ 50 1 50' - - _ 11 = I --_—I PROPOSED 11 N ______ — — — — —— SEPTIC SYSTEM 1 — - -- - - _— — — — I o 11 = N 71.6' 1 c0 1 (0 I 1 w I I\ HOUSE I< 491, ' LOT 14 I --_ — I "BEACON HILL" SUBDIVISION _01 I - Lo c 0 ( ND CD o z BUILDING SETBACK LINE I in } I LOT 16 N 0 2.341 ± ACRES - I LD I I Iron pipe ran pin found) found capped iron I • N 77°-31'-02" w 129.00' o pin set * 1 LANDS NOW OR FORMERLY OF DECKER .(SPLIT-RAIL i+'1 FENCE I 6'1 T. 0)` W` I 60 I 1) CO IN GARAGE N I zx SPLIT-RAIL I_FENCE K I iron pin 1 capped iron found capped iron \ pin set 56.75' pin found N 77°-25'-16"wa_____zj / 9.71.A � .40t_ MEADOWBr?OOK ROAD (COUNTY ROUTE 65) DAVID E. BARRASS L.S. 49363 20 ) 2, z- 2A ,y 160,00 16 221.44 > �� G r� 6 ( C13A ) L o / �' 2, 4,34 166.780 0 1 g C49 ) �, p / 2 , 574 /1 1 �' p p 18 1 / �' 2,914 9 2.9 2, 374 2,984 • 0 • • m o R, 3 ,034 2, 34A 3, 07A 2,204 2, 044 2.51A o C 1) _ T 50,00 2,544 C23 ) C22 ) (1) C 4 8 ) d (3 / 50.00 ( 24 ) (5) / Sos, ( 53 ) (9) (7) ( 4`7 ) C 5 2 ) (11) 6 7 a ,� 8 0 ( 5 0 ) C 51 ) (13) 5 2.00A 2.094 q (15) /-� (17) 4 2.004 O� ��c 1 (19) 2.004 (21) • 23> 3 / ` 1 2 2.094 170.00 9 .0.5 2,23 A(C) 7 ,. / J 6 2.054 2.11A 2.22A DRIVE / • eg `.-. 5 2.014 229 300.00 \•. 2j12 •`\ 4 2.064 3 2.09A s(\\\> / �' ,`;. 2.004 26000 \' 2 . OO 180.21 ,,,0, 200.08 9 199.39 i.- BEACON 4 2.01A 8 �� ^V` 200.39 3583 1 T' ACC / C P / 0 200.00 1 2.314 i 9- 200.60 20026 ( 215.23 ♦q,' 11 10 F O SD•0 2 ; 2.174 O DRIVE 268.84 ' ' 1 CP/ 0 1 ) 195.6{ 1 (4) 200.68 180,06 , (2) 1 27 by �S 81 c 8 29.1 28 5.404 (6) ♦ 23 000 100,22 12 (/ 7 • 2.346 2.034 2.164 1. ,v '' 1 8 A 2.40A !1 c' fZpP - 2.564 2.554 11 / - 0� 8 1 1 (8) 22 E (18) (16) (P/❑ AR) (12R) (10R) 11 1.08A(C) ° �p� 23 C4) (22) (20) 1 a �� 0 1354 (3) 100,22 STh 1 ,gyp h. ct 125 125 129 100.00 90.,, 90.04 175 12 4Y , - - 3y (P/O 14R) 66.5 2514 • 24 3 "6 •: 1 - 21 N 11 , 10 ti 9 N 30 ! 16 17 m� 18 N 19 20 • s,a°° 1.464 (2) 180.11 BOO 2 0 • �' • P • m 1.38A(C)' - u, m• .. 1 / , ,',\' I � 126.27 201.99 168.88 125 125 129(S) 56.75 301.0. 100.00 90.00 90.00 175 / / 25 2°° ]ROOK- -- - - - - - - - -- --ROAD- J , 1.334 7 363.00 (1) 125 125 125 12 °° 115 16000 105,98100 125 125 125 100 164.92 "' 20 4..., ° 6s ♦°° 8 66 CD • ' O • O O O LJ Q • O • O O • (:) /ho. t 44PT�'7 {.064 •♦♦°�`' 11 160 t N. 4447- g° J ♦ 5 CU CU CL1 CLI CU CU (1J CL (U l CU ( -11 . 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U ta (//1/ j,j jj !jj j// ]v ]Noz �h j/r // / 1�j' � r � �- jjj .1 _______",,.-/ � 7� �/j ' / - jj / jj j /// /� 't7/7/ //7 /// // 4/01f.itte" i // 7///// jj, / 0902.11/4 / r //<A -N "'' / ///, . jjj, j % /2/ ; � / j/ �j1� 11jj/ � L .2, et 1 \ /( NA __\ X 3NOZ 1 - ---,,, \ \ CA 1 off'Akki I O 0 N 6 4 4 O O 8ah,o V 10 sui.ids eolp.zes Jo icitD Q 1z v )0aQcao ca o Q 010 ~ r knuos_ °ioS NI all!^ial - . U PpO °60� I ADpb al/,^Jam -043s pi() I '�D 13 Lout.1Vtw RIGHT OF (120 V SUPPLY)WITH MAP REF. I EQUdRED FOR NEW METER I FOR TURN/ ANY PROBLEMS OR _BRED TO COMPLETE NEW .� N REUSED OR Q Y ED FOR COMPLETE ,. .WL SPACE(S),WALL REQUIRED.CAP ALL NG RE-WIRED TO THE BIER. CONTRACTOR TO EMOVED/RELOCATED. S ETC. ALL NEW 2,OR WHEN ONE OR MORE SHALL BE PROVIDED WITH • AND HARD WIRED.SMOKE OMMERCIAL POWER OR DF THE RESIDENTIAL CODE V N `D ‘O BRICK WALK N u 1 I , ____i_____...„ I l COVERED PICKET FENCE EXIST. PORCH —"-I/ (A.C. UNIT) I DRIVEWAY EXIST. 2 STORY HOUSE SINGLE FAMILY RESIDENCE —x-' CELLAR ENTRANCE A, 53.6'± 71.8'± EXIST. El WOOD _ DECK I I J +/- 108'-9" SHADED AREA INDICATES PROPOSED 12'x18' SCREENED LOT 18 PORCH ADDITION ill �' (MAP REF.NO.1) + REVISED ojL w V ro LOT 14 O w (MAP REF.NO.3) ' EXIST. Cr) co LY 1- FAMI AMI z LOT 16 ROOM (MAP REF.NO.1) SHED 1.STEPS + IRETY 8.8 - ‘Ainnn NOTES LOT 17 • LOT 15 UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP 0BEARING A LICENSED LAND SURVEYOR'S SEAL IS A m VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE } NEW YORK STATE EDUCATION LAW. • Q ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED BEACON HILL DRIVE _ WITH AN ORIGINAL OF THE LAND SURVEYOR'S EMBOSSED o SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. z R=1173.62' L=158.90' U °_ 09'-52 E} — MAP REFERENCE WATER VALVE electric serv}ve 5 88 56 33' I 1 gas valve—�- I "LAKELAND, A SUBDIVISION BY SNYDER BROTHERS" telephone service I -"---- _PROPOSED / Q I I WATERLINE / PREPARED BY RIST-FROST ASSOCIATES, P.C. television ser lc l i ' / DATED MAY 18, 1988 AND FILED IN THE SARATOGA 1 1 grovel drive COUNTY CLERK'S OFFICE. _ LOT 18 1 l l r _ _ II 50' 50' I I I = ( PROPOSED 1 iii — — — SEPTIC SYSTEM I 1 I Ip i I ' 1 Sv U ce+ki I IM 71.6' I N I W FOUNDATION 1 49.1' \_ > __ I LOT 14 -�- I "BEACON HILL" SUBDIVISION u I I I I II w I in 1 I O i t0 M I ICOI O 1 I Z BUILDING SETBACK LINE 3 I 1 CO I LOT 16 I 2.341 ± ACRES — o I- I z Cr I I I I 1 N 77°-3I'-02" w 129.00' I ,f I LANDS NOW OR FORMERLY OF I DECKER I M I •m ai Im w Iop in o c N I z r� I I I SURVEYED BY FOUNDATION LOCATION .7 ' DAVID F. BARRASS LOT 16 LAKELAND N 77°-2565'-51 ' w 7_ 13 LAND SURVEYOR OUTSIDE DISTRICT MEADOWBROO NTY ROUTE KROAD (C6OQ CITY OF SARATOGA SPRINGS U65) DAVID F. BARRASS 9 MAPLE STREET SARATOGA COUNTY, NEW YORK L.S. 49363 CORINTH, NEW YORK SCALE I" = 50' 9 /20 /93 92-112 1 NOTES LOT 17 LOT 15 UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP i FARING A LICENSED LAND SURVEYOR'S SEAL IS A S VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE Q NEW YORK STATE EDUCATION LAW. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED BEACON HILL DRIVE 0 _ - WITH AN ORIGINAL OF THE LAND SURVEYOR'S EMBOSSED Z SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. v R=1173.62' L=158.90' ° E �- 5 88°- 09 -52 e I WATER VALVE / 11� MAP REFERENCE z 56.33' I 0 41 "LAKELAND, A SUBDIVISION BY SNYDER BROTHERS" I / PREPARED BY RIST-FROST ASSOCIATES, P.C. I / DATED MAY I8, 1988 AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE. LOT 18 1 I r ' I WI I I U +1 I W I 0 in w1 3�I i I 0 1 8I aDu� N ro 01I ? W I a cD C 7‘ + - J I I LOT 14 I I "BEACON HILL" SUBDIVISION (� PROPOSED HOUSE I � i i IW inPROPOSEDPROPOSED TILE FIELD I I i - i---------� I M t e Oo cp I I BUILDING SETBACK LINE ; 1- >-- ICD LOTI6 N L I 2.34I ± ACRES u) io I I 22 I crI I N 77 -31'-02" w I ° 129.00' LANDS NOW OR FORMERLY OF DECKER I M Im c Im W I m Iin OD N N I z I I I I I . I SURVEYED BY PROPOSED HOUSE LOCATION 56.75' \� DAVID F. BARRASS LOT 16 LAKELAND N 77°-25'-16-w ° =� 7/..144-e44' OUTSIDE DISTRICT LAND SURVEYOR CITY OF SARATOGA SPRINGS AVID F. BARRASS 9 MAPLE STREET SARATOGA COUNTY, NEW YORK L.S. 49363 CORINTH, NEW YORK SCALE I" = 50' 8 /7/93 92-112 • NOTES LOT 17 LOT 15 t.0 UNAUTHORIZED ALTERATION OR ADDITION TOA SURVEY MAP coo BEARING A LICENSED LAND SURVEYOR'S SEAL IS A (5) VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE • Q NEW YORK STATE EDUCATION LAW. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED BEACON HILL DIVE o _ _ WITH AN ORIGINAL OF THE LAND SURVEYOR'S EMBOSSED Wood stoke z SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. ha^dhoies L 158.90'een v_ R=1173.62' capped iron " E!_ pin set / W 5 $8°- °Y.-53 -: �WA1ER VALVE Z MAP REFERENCEct e1ectrl°�°ry1 33' I I gas va ve :�' 56. "LAKELAND, A SUBDIVISION BY SNYDER BROTHERS" hone service I 1 r— WATERLINEOD t television service I I i / PREPARED BY RIST-FROST ASSOCIATES, P.C. I I concrete I gravel drive monument DATED MAY 18, 1988 AND FILED IN THE SARATOGA I LOT 18 j j found I—' COUNTY CLERK'S OFFICE. _ _ I II- 50. 50' I I _ I __ _ 1 -- PROPOSED o _ —— — — SEPTIC SYSTEM I DEED REFERENCE 1 I - - —I _—— — I LOUISE BLANCH TO GREGORY J. SNYDER AND JEFFREY �c6 716, I N L. SNYDER DATED SEPTEMBER 30, 1987 AND RECORDED i � Co I IN THE SARATOGA COUNTY CLERK'S OFFICE ON OCTOBER Ito I HOUSE I 5, 1987 IN LIBER 1215 OF DEEDS AT PAGE 436. I1 1 49J' LOT 14 I (` I "BEACON HILL" SUBDIVISION Li 1 I - I W ir) I I 9 CD M I co 'D I z BUILDING SETBACK LINE I in I71- Q CD 't I LOTI6 N t,' I 2.341 ± ACRES 1I I cr I I I I Iron pipe I found iron pin found capped iron I N 77 -31'-02" W 129.00.1c.. S pin set I i LANDS NOW OR FORMERLY OF ' I DECKER "(SPLIT-RAIL r-I FENCE I cri 6l W I 6 LU t COI I N i GARAGE N I Z SPLIT-RAIL -FENCE I T iron pin 1 LOT #16 copped iron foundced \ SURVEYED BY pin set 56.75' Pm foundon LAKELAND DAVID F. BARRASS OUTSIDE DISTRICT ty 1.__,..) LAND SURVEYOR y 8c CITY OF SARATOGA SPRINGS MEADOW/Bi�0OK ROAD (COUNTY ROUTE 65) DAV{D F. BARRASS 9 MAPLE STREET SARATOGA COUNTY, NEW YORK L.S. 49363 CORINTH, NEW YORK SCALE I" = 50' 11 /19 /93 93-297 tiS,� D A'ci � � _ PROJECT NOTES • . . , i' .. -e ,..„t, „, i, , ,,,i,HILL bRIVE � SNCIA: :a, : , „F...,,, ,,,„ o `N„ __-. � „ OWNERSHIP OF DOCUMENTS: RIGHT OF WAY = 60 FT• - IDTH OF PAVEMENT= 24±FT.F S OVERHANGS ETC. SHALL BE APPROVED EXTERIOR GRADE. W rTHESE DOCUMENTS(DRAWINGS AND SPECIFICATIONS)ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF 20.ALL EXPOSED MATERIALS FOR PORCHES,SOF 1T , BEACON P ___:._ ,-- BE THE ARCHITECT WHETHER THE PROJECT FOR WHICH THEY ARE CREATED IS EXECUTED OR NOT.THESE DOCUMENTS ARE NOT TO 21.PROVIDE CORROSION RESISTANT FLASHING AT THE TOP AND ALL SIDES OF ALL EXTERIOR WINDOWS,SKYLIGHTS AND USED FOR ANY OTHER PROJECT WITHOUT WRITTEN AGREEMENT/AUTHORIZATION OF THE ARCHITECT. APPLICABLE DOOR/ENTRY SYSTEMS. 22.ALL EXTERIOR BUILDING PENETRATIONS SHALL BE SEALED AND LEAKPROOF. - ---_ ARCHITECTURAL: 23.PROVIDE 1/2"W.R.GYPSUM WALL BOARD ALL WALLS/CEILINGS OF"WET"AREAS(SHOWERS,TUBS,ETC.). t0 : 24.ALL NEW APPLIANCES ARE AS SELECTED BY OWNER AND SHALL BE INSTALLED AS PER THE MANUFACTURER'S • 1. THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER THE DIRECTION/SUPERVISION OF THE SPECIFICATIONS. • UNDERSIGNED AND TO THE UNDERSIGNED'S KNOWLEDGE,INFORMATION AND BELIEF MEET THE REQUIREMENTS SET FORTH BY 25.ALL DRYER VENTS SHALL BE CONNECTED TO THE OUTSIDE.PROVIDE EXTERIOR VENT COVER AS REQUIRED.REFER TO 0 2003)AND THE ENERGY CONSERVATION DRAWINGS FOR LOCATION(S). v o THE BUILDING CODE OR RESIDENTIAL CODE OF NEW YORK STATE(EFFECTIVE JANUARY 1,• 26.ALL INTERIOR WOOD TRIM/BASE SHALL MATCH EXISTING STANDARDS UNLESS OTHERWISE SELECTED BY OWNER. ELEC. �� /�� 584°17'09"E CONSTRUCTION CODE OF NEW YORK STATE(EFFECTIVE JULY 3,2003). 27.TYPE/LOCATION/EXTENT OF ALL NEW INTERIOR FINISHES(PAINT,CERAMIC TILE,VINYL TILE,CARPET,ETC.)SHALL BE AS BOX CATV 588°09 52 E v. 2. THE DUTIES OF THE ARCHITECT AND HIS EMPLOYEES OR AGENTS SHALL TERMINATE WITH THE COMPLETION AND DELIVERY PHONE ' �i OF WORKING DRAWINGS.THE ARCHITECT IS NOT RESPONSIBLE FOR SUPERVISION OF CONSTRUCTION OF THE PROJECT,NOR 1 SELECTED/DIRECTED BY OWNER. BOX BOX C=158.78 FOUND .+. w DOES THE ARCHITECT HAVE AUTHORITY TO ACT ON BEHALF OF THE OWNER OR THE CONTRACTOR UNLESS NOTED OTHERWISE � �% 56'33 L=158.90' IRON ROD . _ • IN WRITING, R=1,173.62' • U` E- i 3. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE ACTS OF OMISSIONS OF THE CONTRACTOR OR ANY SUB-CONTRACTOR ELECTRICAL: ` ' OR ANY OF THE CONTRACTORS OR SUB-CONTRACTOR'S EMPLOYEES OR AGENTS,OR ANY OTHER PERSONS PERFORMING ANY OF z- )4 w x c_I THE WORK. 1.ALL ELECTRICAL WORK, MATERIALS AND METHODS OF INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH THE .-A1z a x m 4. THE ARCHITECT IS NOT RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION NOR FOR SAFETY ON THE JOBSITE, REQUIREMENTS OF THE BUILDING AND/OR RESIDENTIAL CODE OF NEW YORK STATE,THE NATIONAL ELECTRIC CODE(N.E.C.), z 4' x t AND THAT THESE RESPONSIBILITIES ARE INTENDED TO BE AND TO REMAIN SOLELY THOSE OF THE GENERAL CONTRACTOR. N.F.P.A.,THE FIRE INSURANCE RATING ORGANIZATION HAVING JURISDICTION, ALL LOCAL CODES AND ANY/ALL REGULATIONS OF a Ut ¢ cq 5. THE ARCHITECT IS NOT RESPONSIBLE FOR OBTAINING ANY BUILDING PERMITS AND/OR VARIANCE APPROVALS. THE LOCAL UTILITY COMPANY. ALL MATERIALS AND EQUIPMENT SHALL BEAR THE LABEL OR APPROVAL OF THE UNDERWRITERS FOUND CAPPED a. CI 0° LABORATORIES INC. UNDERWRITERS CERTIFICATION SHALL BE DELIVERED TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE IRON ROD oo WORK. w > GENERAL: 2.THE CONTRACTOR SHALL VERIFY THE SIZE AND DETERMINE IF THE EXISTING ELECTRICAL SERVICE WILL BE ADEQUATE FOR siiw r( H z H NEW AND EXISTING LOADS COMBINED. IF SERVICE IS NOT ADEQUATE,THE CONTRACTOR SHALL INCLUDE IN HIS BID THE COST OF I 'x " L1 N 1. CONTRACTOR SHALL PERFORM ALL WORK IN COMPLIANCE WITH ALL APPLICABLE CODES,CODE AMENDMENTS, STANDARDS, o G INCREASING THE ELECTRICAL SERVICE ACCORDINGLY. cm ORDINANCES,RULES AND REGULATIONS INCLUDING,BUT NOT LIMITED TO THE FOLLOWING: w 3.THE CONTRACTOR SHALL VERIFY THAT THE EXISTING SMOKE/HEAT DETECTION DEVICE(S)AND ALARM SYSTEM(S)ARE a 3 LOCAL.ZONING ORDINANCES I RIGHT OF WAY LINE BUILDING AND/OR RESIDENTIAL CODE OF NEW YORK STATE OPERATIONAL AND SHALL PROVIDE/INSTALL NEW U.L.APPROVED SMOKE/HEAT DETECTORS AS REQUIRED BY CODE.NEW MAP REF. NO. F C q NATIONAL ELECTRIC CODE DETECTORS AS INDICATED ON THE DRAWINGS SHALL BE'HARD-WIRED'INTO THE ELECTRICAL SYSTEM(120 V SUPPLY)WITH i 2) NATIONAL FIRE PROTECTION ASSOCIATION BATTERY BACK-UPS. FOR TURNAROUND z [� < 2. CONTRACTOR SHALL COMPLY WITH THE NYS BUILDING CODE SAFETY OF PUBLIC AND PRIVATE PROPERTY DURING 4.THE ELECTRICAL CONTRACTOR SHALL,IF APPLICABLE,VERIFY BEFORE CONSTRUCTION THE SPACE REQUIRED FOR NEW METERci CONSTRUCTION OPERATIONS. INSTALLATION AND/OR RELOCATION AND SHALL NOTIFY THE GENERAL CONTRACTOR AND OWNER OF ANY PROBLEMS OR . ` a 3. THE CONTRACTOR SHALL EFFECT AND MAINTAIN INSURANCE(CONTRACTORS LIABILITY,WORKMANS COMPENSATION, REQUIRED CHANGES. "' - ¢ • COMPLETED OPERATIONS ETC.)ADEQUATE FOR THE PURPOSES OF THIS PROJECT AND SHALL FURNISH PROOF OF THE SAME TO 5.ELECTRICAL CONTRACTOR SHALL UTILIZE EXISTING POWER/CIRCUITS/WIRING&CONDUIT AS REQUIRED TO COMPLETE NEW THE OWNER PRIOR TO COMMENCING WORK. INSTALLATION. ANY/ALL EXCESS CIRCUITS AND/OR WIRING MADE SPARE BY DEMOLITION SHALL BE REUSED OR DISCONNECTED AND NOTED AS'SPARE'AT PANEL. PROVIDE ANY/ALL ADDITIONAL WIRING AS REQUIRED FOR COMPLETE + 4. EACH SUBCONTRACTOR SHALL SUBMIT A COPY OF HIS/HER INSURANCE COVERAGE(WORKMANS COMPENSATION, LIABILITY, 1-04-` - DISABILITY ETC.)TO THE GENERAL CONTRACTOR(AND MADE AVAILABLE UPON REQUEST TO THE OWNER)PRIOR TO INSTALLATION. ALL NEW WIRING SHALL BE CONNECTED TO NEW AND/OR EXISTING PANEL(S)VIA CRAWL SPACE(S),WALL at q __ -. _��.- _-_ ILII CAVITIES AND CEILING/ATTIC SPACE(S).PROVIDE NEW PULL BOXES ALONG NEW&EXISTING RUNS AS REQUIRED.CAP ALL � COMMENCING WORK.EACH SUBCONTRACTOR SHALL SUBMIT LIEN RELEASES FOR ALL RELATED MATERIAL&LABOR PRIOR TO REMAINING UNUSED CONDUIT IN PLACE OR REMOVE BACK TO PANEL.ALL NEW CIRCUIT BREAKERS BEING RE-WIRED TO THE011111111111111111.1111 FINAL PAYMENT REQUEST. • EXISTING PANEL(S)SHALL BE CLEARLY(RE)LABELED. t"4' _ _ 1111 6. 5. THE CONTRACTOR SHALL VISIT THE SITE TO VERIFY EXISTING CONDITIONS AND FAMILIARIZE HIMSELF WITH THE INTENT OF 6.PROVIDE G.F.I.PROTECTED OUTLETS AT ALL"WET"AREAS AS PER CODE. •THE DRAWINGS.ANY DISCREPANCY BETWEEN THE DRAWINGS AND THE EXISTING CONDITIONS MUST BE REPORTED TO THE "yam ARCHITECT OR OWNER PRIOR TO START OF CONSTRUCTION.THE CONTRACTOR SHALL INCLUDE IN HIS WORK THE EFFECT OF ALL 7•ALL NEW INTERIOR AND EXTERIOR LIGHTING FIXTURE TYPES/STYLES SHALL BE AS SELECTED BY OWNER CONTRACTOR TO 1111 EXISTING CONDITIONS. COORDINATE WITH OWNER FOR LOCATIONS/NUMBER OF ALL NEW FIXTURES AND/OR EXISTING TO BE REMOVED/RELOCATED. 6. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS PRIOR TO 8.CONTRACTOR TO COORDINATE WITH OWNER FOR TYPES/LOCATIONS OF ALL NEW SWITCHES/OUTLETS ETC. ALL NEW CONSTRUCTION AND SHALL REPORT TO THE ARCHITECT FOR RESOLUTION PRIOR TO COMMENCEMENT OF WORK, ANY INSTALLATIONS MUST MEET MINIMUM CODE REQUIREMENTS. DISCREPANCIES OR OMISSIONS WHICH WOULD INTERFERE WITH THE SATISFACTORY COMPLETION OF THE WORK. 9.WHEN INTERIOR ALTERATIONS,REPAIRS,ADDITIONS AND CONVERSIONS REQUIRING A PERMIT OCCUR,OR WHEN ONE OR MORE 7. DO NOT SCALE DRAWINGS.CONTRACTOR RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS PRIOR TO CONSTRUCTION. SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING DWELLINGS,THE INDIVIDUAL DWELLING UNIT SHALL BE PROVIDED WITH 8. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY ERRORS,OMISSIONS,CONFLICTS OR AMBIGUITIES IN AND SMOKE ALARMS AS REUIRED FOR NEW DWELLINGS;THE SMOKE ALARMS SHALL BE INTERCONNECTED AND HARD WIRED.SMOKE BETWEEN THE PLANS,DRAWINGS AND SPECIFICATIONS PRIOR TO PROCEEDING WITH THAT PORTION OF THE WORK.IF SUCH ALARMS SHALL BE PERMITTED TO BE BATTERY OPERATED WHEN INSTALLED IN BUILDINGS WITHOUT COMMERCIAL POWER OR NOTICE IS NOT FURNISHED TO THE ARCHITECT,THE CONTRACTOR SHALL BE DEEMED TO HAVE INSPECTED THE PLANS, INBUILDINGS THAT UNDERGO ALTERATIONS,REPAIRS OR ADDITIONS REGULATED BY SECTION 8317.1.1 OF THE RESIDENTIAL CODE DRAWINGS AND SPECIFICATIONS AND HAS FOUND THEM IN PROPER FORM FOR EXECUTION. OF STATE OF NEW YORK. it N v 9. EACH CONTRACTOR AND SUBCONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFETY ON THE JOB SITE DURING THE !-'� CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS&REQUIREMENTS OF O.S.H.A.THIS SHALL INCLUDE,BUT NOT BE .--i ‘O LIMITED TO THE FOLLOWING:PROVIDING FOR ADEQUATE&PROPER BRACING,SAFETY RAILINGS,BARRICADES,GUARDS,SECURE BRICK WALK N H p,,, FOOTINGS FOR TEMPORARY SCAFFOLDING OR STAIRS,WARNING LIGHTS&SIGNS. .� 10. CONTRACTOR SHALL PROVIDE ALL MATERIALS,PERFORM ALL WORK AND INSTALL ALL MATERIALS IN ACCORDANCE WITH V7 O 1 RECOGNIZED GOOD STANDARD PRACTICE.CONTRACTOR IS RESPONSIBLE FOR INFORMATION THAT PERTAINS SOLELY TO THE v FABRICATION PROCESS OR TO THE TECHNIQUES OF CONSTRUCTION AND FOR COORDINATION OF THE WORK OF ALL TRADES. r 11. ANY DEVIATIONS FROM THE ARCHITECTS DOCUMENTS MUST BE SUBMITTED TO THE ARCHITECT IN WRITING&DETAIL FORM Z �J FOR APPROVAL PRIOR TO COMMENCEMENT/CONTINUATION OF WORK. - I O 12. ALL DISTURBED AREAS TO BE REPAIRED IN KIND. O W [- 13. MINOR ITEMS SUCH AS PATCHING,BLOCKING,TRIM,ETC.,SHALL BE PERFORMED AS REQUIRED TO MAKE THE WORK COVERED PICKET FENCE COMPLETE WHETHER SHOWN OR NOTED ON THE DOCUMENTS OR NOT. PORCH xH 14. NO NOTE OR LACK THEREOF SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM THE EXECUTION OF ALL WORK IN EXIST. - i/ (A.C. UNIT) N ACCORDANCE WITH ALL STATE AND/OR LOCAL CODES. DRIVEWAY EXIST. 2 STORY HOUSE x o Q 2 c4 15. CONTRACTOR SHALL MAINTAIN THE SITE IN A SAFE,CLEAN AND ORDERLY FASHION FOR THE DURATION OF THE -x-1 CELLAR CONSTRUCTION PERIOD.ALL MATERIAL(CONCRETE,FILL,WOOD,ETC.,)AND CONSTRUCTION DEBRIS TO BE REMOVED SHALL BE �� SINGLE FAMILY RESIDENCE ENTRANCE q CAZ DISPOSED OF REGULARLY AT A LEGAL OFFSITE WASTE FACILITY. 16. THE CONTRACTOR SHALL HOLD THE OWNER HARMLESS AGAINST ANY AND ALL CLAIMS ARISING FROM WORK DONE BY THE 11/4"-'4 CONTRACTOR ON THE SITE. � CA �'�'I I- 53.6'± DEMOLITION: i'r' 71.8'± 'r \ �� �j 1. REFER TO FLOOR PLANS FOR SPECIFIC DEMOLITION LOCATIONS/NOTES. \\\\ EXIST. 2. WHERE EXISTING WALLS ARE SHOWN TO BE REMOVED AND/OR NEW OPENINGS ARE CALLED FOR IN EXISTING WALLS,THE c • WOOD U OP4 CONTRACTOR SHALL BRACE/SUPPORT ROOF,CEILINGS AND/OR WALLS PRIOR TO REMOVAL OF EXISTING WALLS,CEILING JOISTS ,�`, AND ROOF RAFTERS,AND MAINTAIN SUCH CONDITION(S)UNTIL NEW HEADERS OR BEAMS ARE INSTALLED AS SPECIFIED. \ DECK L✓, W Q 3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE STRUCTURAL INTEGRITY OF THE PROJECT AT ALL TIMES. • +/-80'-4" ��\\ 4. ANY DISCREPANCIES RELATED TO THE DRAWINGS WITH THE ACTUAL STRUCTURAL CONDITIONS THAT EXIST SHALL BE +/-108'-9" REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OR CONTINUATION OF WORK. /.--� SITEWORK: W Cs) 1. THE CONTRACTOR SHALL STAKE AND LAYOUT ALL WORK AS SHOWN ON DRAWINGS AND VERIFY ALL GIVEN DATA PRIOR TO SHA DED AREA INDICA TES r:C) O C2.ONSTRUCTION. •THE CONTRACTOR SHALL(UNLESS OTHERWISE DIRECTED BY THE OWNER)INCLUDE IN HIS/HER WORK REMOVAL OF SAID V 0 • PROPOSED 12'X1$' SCREENED U SHRUBS AND TREES WITHIN THE AREA OF WORK,AND TRANSPLANTING OF SAME TO LOCATION(S)AS REQUIRED AND DIRECTED EXIST.GARAGE n - i O LOT 18 PORCH ADDITION W BY THE OWNER. TEl ^, (MAP REF.NO,1) 3. THE CONTRACTOR SHALL EXERCISE GOOD JUDGEMENT IN MINIMIZING DAMAGE TO EXISTING AREAS(INCLUDING LAWN AND REMOVE EXIST.SIDING `-'iI [` I al SHRUBS). AREAS DAMAGED DURING THE CONSTRUCTION WORK SHALL BE RESTORED TO ORIGINAL CONDITION. WHERE ADDITION ABUTS I _1, ,II O + `p 4. ALL EARTH/GRASS SURFACES DAMAGED OR DISTURBED DURING THE COURSE OF CONSTRUCTION SHALL BE RESTORED TO I EXIST. HOUSE - I R EVI '""' ORIGINAL CONDITION;WORK MAY INCLUDE NEW BACKFILL,TOPSOIL AND RE SEEDING WITH FERTILIZER AS PER CONTRACT EXIST. KITCHEN C 0 I Lu , 5 ED LOT 14 AGREEMENT. 0 I GENERAL CONSTRUCTION: L_ EX _ _EX. _ TT Fro -cu (MAP REF.N0.3) • r -1. THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS REQUIRED TO COMPLETE EXCAVATING,FILLING, EXIST. Mod o chBACK-FILLING AND GRADING AS REQUIRED OR SPECIFIED HEREIN. A CO yr L 0 T 16 • 2. BACKFILLING: USE EARTH,FREE FROM WASTE AND OBJECTIONABLE MATTER,AND STONES NOT OVER CU.FT.;PLACE PATIO r-r 1- ELEC.METER FAMILY 0 BACKFILL IN UNIFORM HORIZONTAL LAYERS 12"DEEP AND PUDDLE,TAMP OR ROLL AS REQUIRED TO MAKE SOLID AND COMPACT I I ; ROOM Z ' ITO MINIMUM DRY DENSITY OF 95% I I (MAP REF.NO.1) SHED 3. ALL POURED CONCRETE FOOTINGS AND FOUNDATION WALLS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,500 1 1_ POUNDS PER SQUARE INCH AT 28 DAYS WITH A 3"-5"SLUMP.ALL POURED CONCRETE SLABS SHALL HAVE A MINIMUM )4- -4i REMOVE EXIST.STEPS COMPRESSIVE STRENGTH OF 4,000 POUNDS PER SQUARE INCH AT 28 DAYS WITH A 3"-5"SLUMP. ALL AGGREGATE SHALL BE IN THEIR ENTIRETY QUARRIED CRUSHED STONE UNIFORMLY GRADED AND CONFORM TO A.S.T.M.C33.PROVIDE STEEL TROWEL FINISH ON ALL 8.8'+ lit- INTERIOR CONCRETE SLABS;PROVIDE BROOM FINISH ON ALL EXTERIOR CONCRETE SLABS. REMOVE EXIST. WOOD 4. ALL REINFORCING STEEL SHALL CONFORM TO THE CURRENT REQUIREMENTS OF A.S.T.M. A-615-60 EXCEPT AS FOLLOWS: FENCE IN ITS ENTIRETY WELDED WIRE FABRIC-A.S.T.M.A185. EXIST.WOOD 5. ALL STRUCTURAL CONCRETE MEMBERS SHALL BE POURED FOR THEIR FULL DEPTH IN ONE OPERATION;ALL CONSTRUCTION JOINTS(I.E.DAYS POUR)SHALL BE LOCATED IN THE MIDDLE THIRD OF THE MEMBER SPAN. FRAME DECK O O 6. THE BOTTOM OF ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM BEARING CAPACITY OF ONE(1)TON( REMOVE STONE Z ._, 2000#)PER SQUARE FOOT. H 7. EXCAVATE AND BACKFILL IN A MANNER AND SEQUENCE THAT WILL PROVIDE PROPER DRAINAGE AT ALL TIMES.KEEP PATIO/WALKWAY IN H , EXCAVATIONS FREE FROM WATER AND ICE. DO NOT PLACE FILL MATERIAL ON MUDDY OR FROZEN SUBGRADE SURFACES. DO ITS ENTIRETY U a a NOT BACKFILL AND COMPACT AGAINST FOUNDATION OR RETAINING WALLS UNTIL CONCRETE HAS REACHED DESIGN STRENGTH /3-4 Q AND WALLS ARE PROPERLY BRACED BY TEMPORARY MEANS OR ADJACENT CONSTRUCTION. .. 8. PROVIDE CONTINUOUS APPLIED DAMPROOFING AT THE EXTERIOR PERIMETER OF ALL CRAWL SPACE FOUNDATION WALLS. SITE PLAN AO- .4 PROVIDE CONTINUOUS APPLIED WATERPROOFING AT THE EXTERIOR PERIMETER OF ALL CELLAR FOUNDATION WALLS. "=20'-0" 20'_O'1 a A 9. FRAMING LUMBER SHALL BE SPRUCE PINE FUR NO.1 OR NO.2 OR BETTER STRESS RATED (BASE DESIGN VALUE FOR SINGLE ' 1N MEMBER USE) 875 PSI MINIMUM FOR BENDING(fb),AND 70 PSI MINIMUM FOR SHEAR(fv),AND HAVE A MINIMUM MODULUS * * * ELASTICITY OF 1,400,000 UNLESS NOTED OTHERWISE. VALUES ARE FOR SURFACED DRY LUMBER ONLY AT 19%MOISTURE CONTENT. SITE PLAN/SURVEY INFORMATION AS TAKEN FROM MAP/SURVEY 10.NO SPLIT OR WARPED LUMBER WILL BE ACCEPTABLE FOR ANY CONSTRUCTION PURPOSE. OF LOT#16 AS PREPARED BY DANIEL C.WHEELER LAND SURVEYORS 11.ALL DIMENSIONS SHOWN ON DRAWINGS ARE ACTUAL STUD-STUD DIMENSIONS U.N.O.ALL NAILING SHALL CONFORM TO • STANDARD SCHEDULE IN THE MANUAL OF THE N.Y.S.BUILDING CONSTRUCTION CODE AND AS PER METAL CONNECTOR DATED:07/28/04 • MANUFACTURERS'RECOMMENDATIONS. • 12.UNLESS OTHERWISE NOTED,ALL WINDOWS AND DOOR OPENINGS IN NON-GABLE END/LOAD-BEARING TOWN OF SARATOGA SPRINGS,COUNTY OF SARATOGA,STATE OF NEW YORK CONDITIONS SHALL HAVE(2)-2"X 12"HEADERS ABOVE. DEMOLITION PLAN Q C 13.UNLESS OTHERWISE NOTED,PROVIDE'W PLYWOOD SPACERS IN ALL 2X HEADERS. ., C7 14.UNLESS OTHERWISE NOTED,PROVIDE MINIMUM(2)2 X 4(4X4)OR(2)2 X 6(4X6)BEARING POSTS ADJACENT TO ALL ROUGH 1/8"=P-0" (\I; II::) Q H OPENING/HEADER/BEAM SPANS. S 15.PROVIDE SOLID WOOD BLOCKING(IN FLOOR)BELOW ALL WOOD POSTS/BEARING STUDS CONTINUOUS TO TOP OF . -+ FOUNDATION WALL OR BEAM/STRUCTURE BELOW. XI 16.MEMBERS DESIGNATED AS'MICROLLAM-LVL'SHALL BE AS MANUF.IN ACCORDANCE WITH SPECIFICATIONS BY TAUS JOIST Q z MacMILLAN'.NO SUBSTITUTIONS SHALL BE PERMITTED WITHOUT THE ARCHITECTS APPROVAL.DESIGN'TIMBERSTRAND-LSL' Z SHALL BE AS MANUF.IN ACCORDANCE WITH SPECIFICATIONS BY'TRUS JOIST MacMILLAN'.NO SUBSTITUTIONS SHALL BE /24 PERMITTED WITHOUT THE ARCHITECTS APPROVAL.DESIGN STRESSES SHALL BE AS FOLLOWS: U (1.3 E)Fb=1700 PSI,Fir=285 PSI,E=1,300,000 PSI r- (1.5 E)Fb=2250 PSI,Fv=285 PSI,E=1,500,000 PSI A MEMBERS DESIGNATED AS'TJI'JOISTS SHALL BE AS MANUF.IN ACCORDANCE WITH SPECIFICATIONS BY'TRUS JOIST . MacMILLAN'.NO SUBSTITUTIONS SHALL BE PERMITTED WITHOUT THE ARCHITECTS APPROVAL.ALL'TJI'JOIST SYSTEMS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUF.SPECIFICATIONS&RECOMMENDATIONS INCLUDING,BUT NOT LIMITED TO • REQUIREMENTS FOR SUPPORT,BEARING,NAILING,FILLER&BACKER BLOCKING,WEB STIFFENERS AND BLOCKING FOR STRUCTURAL POSTS&COLUMNS. ' 17.PROVIDE STRUCTURAL METAL CONNECTORS BY"SIMPSON STRONG TIES"AT ALL BEARING,BUTT OR FLUSH CONNECTIONS OF USE OF ARCHITECTS DOCUMENTS STRUCTURAL MEMBERS INCLUDING,BUT NOT LIMITED TO THE FOLLOWING:JOIST-JOIST,JOIST-BEAM,JOIST-LEDGER,RAFTERS DRAWING OR JOISTS-PLATE,BEAM-BEAM,BEAM-POST,POST-PIER,POST-FOOTING,ETC.(GALVANIZED AT EXTERIOR.) CLIMATIC and GEOGRAPHIC DESIGN CRITERIA ICE-SHIELD 18.DOUBLE FLOOR JOISTS BELOW PARALLEL RUNNING WALLS. FLOOD THESE DOCUMENTS(DESIGN&CONSTRUCTION CONCEPTS,DRAWINGS AND SPECIFICATIONS)PREPARED . 19.ALL ROOF OVERHANGS,EXTERIOR COLUMNS ETC.,SHALL BE SECURELY FASTENED TO THE BUILDING STRUCTURE USING UNDERLAYMENT SEISMIC SUBJECT TO DAMAGE FROM HAZARDS BY THE ARCHITECT ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, 'HURRICANE'TIE DOWN CONNECTORS BY'SIMPSON STRONG TIE'AT EACH RAFTER OR JOIST-PLATE BEARING CONNECTION TO GROUND WIND DESIGN WINTER DESIGN TEMP. REQUIRED PREVENT UPLIFT OR MOVEMENT DUE TO WIND LOADS. SNOW LOAD SPEED CATEGORY WEATHERING FROST LINE DEPTH TERMITES DECAY AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THE ARCHITECT SHALL RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT(S).THE OWNER SHALL • 85 PSF 90 MPH C SEVERE 48" MoD.to HEAVY SLIGHT to SARATOGA:(-5) YES NO NOT REUSE OR PERMIT THE REUSE OF THESE DOCUMENTS,INCLUDING ANY DESIGN&CONSTRUCTION Al MOD. DEVELOPMENT,CHANGES OR ALTERATIONS TO THESE DOCUMENTS,WITHOUT THE WRITTEN ACKNOWLEDGEMENT AND AUTHORIZATION OF THE ARCHITECT. JULY 18, 2007 . .__ __________ 1 SOD ARcii. 0 _ 1ON CAL p llt EXIST.8 FDN WALL ,� 41.A.,'AG' 4 , 4 ,m,„ ,, , i air '-l" 6'-0" 4. 0"6'- 6'-9" Y / 9 / / / • NEN-�� 2x8 LEDGER BD.WI I '' - 0.._________- .---___:= _,„1111 METAL JOIST � o HANGER SU)PORTS x . o Wiliiiiiiiiiiiiiiiiiiiii.o 0 �? 1x2 MIRATEC BATTENS @ 16 oc W u_ O I OVER 1/4" CEMENT BD. o \ / � /„� co /--- 28” DIA. IV LD // \ (2)2x10 / \ (2) 2x10 / \ (2)2x10 �/ \ 1x6 V-GROOVE PINE BD. OVER -- N 2x6 CJ @ 16"oc � � g >: 28" DIA 1--' 28" DIA�_�/ 28" DIA. `•.--r/ I \�-T-k/ Fv • �; z I lx MIRATEC TRIM BD. C7 F : LINE OF DECK FRAMING ABOVE 3'-10 1/2" I TO ALIGN W/TRIM ; Z Q H H °; 1 ALIGN M WRAP AROUND HDR. T j n II f z A x F M (2)2x6 N o +J - - NOTE: 12"POURED CONC. PIER 1x MIRATEC TRIM OVE2 a. A cor '" (2)9 1/2 M.L.H�ADE2 5 a w .. o ALL 2x MEMBERS& © \ TYP.(2)LOC. iv BEAMS SHALL BE 1-, r_1 "' ?+ �" CO u_ 12 x 8" DEEP POURED % F, Q N TREATED LUMBER EX. = H w 3 Cx CONC.GRADE BEAM U W V g m � A B 2x12 TREATED STRINGERSF TREATED 6x6 POST W/GALV. @ MAX. 16"oc z Ei a ifti POST/PIER CONNECTOR TYP.(9)LOC. 0 IV _ " cc IV / 1� /"\ /-- \ I a / \ (2).2X10.4_@..\1__(.2) 2x10 / \I a �' \ --}--- --- ---� ' \_1x6 MIRATEC BD. \ / \ / \ / tIIII 28" DIA. 28" DIA. 28 DIA. 12" DIA. POURED CONCRETE PIER W/28" DIA. inimiiii____________-- = -� pW '' 6'-0" 6'-0" 'BIGFOOT' FOOTINGS TYP.(7)LOC. 1 VIEW NORTH TOWARD GARAGE � Al 6r - =- - 12'-0" INTERIOR ELEVATION @ SCREEN PORCH FOUNDATION PLAN c PSR&DECK FSG 1/4"=1'-0" Q 1/4"=l'-0" N H W 4.4 O r) c Z A O [ O- W h .2) EXIST.GARAGE I U-Jl J �J n I N F--� B - EXIST. KITCHEN A ''''"iEXIST. DRIVEWAY C 0 •• Z cip A2 O (3)2x4 POTS IN (--fl 0 / ' F.) EXIST.ST`!!)WALLS EX. EX. ° ; P4±.\\\\ . \ r ---- I _- , _ I — O o P4 q. !i- PROVIDE 1/4" CEMENT BD. II 6'-9" i Cl ELEC.METER \, j 6 3/4" ii, P q WALL FINSIH 'I ` u' I p I i (2) 13/4"x 91/2" 'I Jam- (2)2x 9 1/2" HDR.ABOVE •GAS HEATER STOVE ML. BEAMsl-��`�_so ' ix MIRATEC TRIM OVER g 'IiII I g. DOOR EX. 1/2" MDO BD. BELOW SILL II �` C 0 wot Z ,, I Oi = 3'-0"x 7'-0" OUTSWING SCREEN EXIST. I I I I LINE OF DECK BELOW M O I DOOR TO BE SELECTED BY OWNER FAMILY 5/4"x 8 1/2" MIRATEC I LI „ „ C~+1 ��- �1 --E-----k& '_== -'-'-' •=L►�J \ ROOM SILL BELOW SCREEN SCREENTIG�tT STEM U V i \ i p TIGHT/FRAME SYSTEM 11 I OVER 2x4 CED FRAME C T (2) 13/4"x 9 1/2 3 14 6 3/4 STAIR CONSTRUCTION: ' I O1 / / EX. I lx MIRATEC TRIM OVER 2x4 FACE = CONT.ML. HDR. I * (4)2x12 TREATED STRINGERS (MAX 16"oc) �� • I I 5 - * 5/4"x4"TREX DECKING(4,TREADS r--=MAUI - lx MIRATEC TRIM OVER lx SCREEN PORCH i i "' / L. DN / * lx TREX CLOSED RISERS I MIRATEC TRIM %*' - - kl' i -'Is- p- \ EXIST. DECK \ � _ I 1x6 MIRATEC BASE TRIM BELOW • - ---\->-1 -0 TREADS __ o � 4x8 HEMLOCK TIE ,� v \ XX TREATED (3)2x6 W/ 1/2"PLYWOOD i iv g 1 BEAMS ABOVE TYP.(3) m -- BALUSTRADE CONST.: (ONE SIDE) .O ' D Li-) i -E-"-- �' i i * 4x4 CEDAR POSTS \ 1127 1 * 2x CEDAR TOP RAIL @ 36"AFT IP I I i! * 2x CEDAR BOTT.RAIL @ 4"MAX.AFT W i 2x4 FRAME P AT RIGHT i I B * 2x2 CEDAR BALUSTERS/MAX 4" BETWEEN 2 1/2' 2 1/2" Cl+ Z I nor IN * 1 1/2" DIA.PIPE HANDRAIL @ 36" AFT-RETURN lx MIRATEC TRIM OVER / / / �, �, \ I ii, \ ENDS TO POSTS 1/2" MDO BD. BELOW SILL r: ----- l�= I 81/2" / / zaW M 6 3/4" 6 3/4" DN O W X !/ DN .o -+ O r:4H -c 0 W EQ. EQ. EQ. f� ,�--yy q f / / f 0," EF-, tiH C) el O 12'-0" w w a 'r P ENLARGED PLAN DETAIL @ .BEARING POST A2 1 1/2"=1'-0" cn A H FIRST FLOOR PLAN r4 -� c7 q v' U v) g W5w A U x USE OF ARCHITECT'S DOCUMENTS DRAWING THESE DOCUMENTS(DESIGN&CONSTRUCTION CONCEPTS,DRAWINGS AND SPECIFICATIONS)PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THE ARCHITECT SHALL RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT(S).THE OWNER SHALL A2 • - NOT REUSE OR PERMIT THE REUSE OF THESE DOCUMENTS,INCLUDING ANY DESIGN&CONSTRUCTION DEVELOPMENT,CHANGES OR ALTERATIONS TO THESE DOCUMENTS,WITHOUT THE WRITTEN ACKNOWLEDGEMENT AND AUTHORIZATION OF THE ARCHITECT. JULY 18, 2007 • • S,s D ARez, 0 4 ION O,qlii 0 �4 0l _ 0) $1:-*'4' '-:1 . 'e '),,i?,;(:Fir,11:2;4702.• / ���• .,__ ______:________,_____„__ H • 127 _,: -= _===1II 2x10 RIDGE BD. i 2x6 T&G KNOTTY PINE OVER � '� 10 z o � TYPICAL SLOPED ROOF CONSTRUCTION: 10 12 /� ��� 2x4 COLLAR TIES @ 16"oc 30 YR. ARCHITECTUAL COMPOSITE FG/ASPHALT ROOFING SHINGLE �, V i OVER CONT.ICE&WATER SHIELD UNDERLAYMENT OVER 2x6 T&G ;�;, o g © — / i �\\ 4x10 HEMLOCK TIE BEAMS • KNOTTY PINE SHEATHING OVER 2x8 ROOF RAFTERS @ 16"O.0 • IV z i \ TYP. SLOPED ROOF CONST. '� �' •. \ TYPICAL EAVE CONSTRUCTION , - -a H H CO T.O.HEADER f�_� ���`\ (2)9 1/2 M.L. HEADER -PREFIN. ALUM. DRIP EDGE Z z a C, n +8'_0" III Al -1x4 CEDAR OVER 1x6 CEDAR FASCIAiloii. a _ ,_,� -2x SUB. FASCIA BD. a ° t- 11-0' O.H. I TYP.EAVE CONST. -1/2" EXTERIOR GRADE PLYWOOD SOFFIT ' 4 a > .- '� = SCREEN PORCH ul OD - - POST BEYOND 2"CONT. VENT IN CEILING BETWEEN , �C ~ N Q in o RAFTERS BELOW OVERFRAMING BEYOND a x U E? O 12x4 FRAME FOR1 +/- 4 16" WIDTH BAYS) �� / `— f w Co SCREENTIGHT SYSTEM ( ( ) � 2x8 RR ON EACH SIDE OF 4x10 g " O w / , \ HEMLOCK TIE BEAMS; FASTEN w/ 1/2" �- ° - ra z T.O.HEADER _ _ _�_ /# DIA. A-307 CARRIAGE BOLT H . TREATED 2x8 FJ I / J ST.O. F.F. @PORCH _— ` @ 16"oc IvI 1 / lx MIRATEC TRIM OVER 0'-0" I 1 BOTT."SCREENTIGHT" FRAME _ — \\\_ — / / (2)'91/2 M.L. HEADER\__ — 0.4,..1__7_......_,_: +7'-0" (ALIGN W/T.O.SCREEN DOOR) . \ 1/4 FILLER 0.75.:4 -`=III I1.-0"O.H. _ �( TREATED(2) 2x10 12" DIA POURED CONC.PIER o 1111111111111111. SCREEN PORCH r,_______,_________,,__,,____,,,,„ BEAM BEYOND& �`/ ` I BEHIND LET INTO 6x6 POST ?C T / ( \I "BIGFOOT" FOOTINGS POST BEYOND • 00 TYPICAL FLOOR CONSTRUCTION: "SCR EENTIGHT" SYSTEM OVER 2x4 CEDAR FRAME5/4 x 4 T&G MAHOGANY DECKING OVER • TREATED 2x8 JOISTS @ 16"OC w/SOLID E-1Lg'') a 2x MIDSPAN BLKG. O cm) 0/ BUILDING SECTION H A T.O.HORIZONTAL RAILS _ _ _ __ 2x2 CEDAR HORIZ.RAILS Q� Z O A3 1/4"=1'-0" + 3'-0" OVER 2x4 FRAME • H 5/4" MIRATEC SILL BELOW 3 3/4" N )—I 4") SCREEN TIGHT SYSTEM T.O. HALF WALL SILL N0 R DQ +2'-0" A 1x4 MIRATEC TRIM )1. ZO q V 1 ( BOTH SIDES WALL) 1/2" MDO PANEL BD.OVER 2x4 WOOD '-' STUD FRAMING @ 16"oc v) 1x6 MIRATEC BASE TRIM U ( BOTH SIDES WALL) I- P4 O Q p4• T.O. F.F.@ PORCH •- — —_ U p-I 0'-0° 1"NOSING Q W Q MIN 4" TO BOTT.WINDOW ' )1\ \we M �� / t l FRAMES V.I.F. BLIND WALL FLASHING ' - 51/2 TYP.SLOPED ROOF CONST. / '� w 0 Z WI 5/8" 'ADVANTECH" DECK 12 �� •(2)2x8 LEDGER BD; SPAN BOIT. OF BEAM _ _ PO OVER EXIST. KITCHEN DOOR ® SHEATHING OVER 2x8 RR. +/-7 " r I W/O ATTACHMENT -1 -5 3/4 / L (2) 2x10 TREATED BEAM (2)9 1/2 M.L. HEADER ` s w ix6 V-GROOVE PINE BD. OVER / 2x6 CJ @ 16"oc TYP.EAVE CONST. OPTIONAL SKIRTING: 6x6 TREATED POST W/GALV. T.O. HEADER i,-% A< 2x6 LEDGER BD.W/METAL JOIST - 1x10 AZEK RIM BD. POST PIER CONNECTOR '� + 8'-0" 1/2" EXT.GRADE PLYWOOD SOFFIT — 'I.1, III HANGER SUPPORTS-SPAN OVER EXIST. - 1x2 VERT.AZEK LATTICE W/ 1" SPACE BETWEEN W/CONT. 2" SCREENED VENT KITCHEN DOOR W/O ATTACHMENT - 1x4 AZEK BASE TRIM @ GRADE +/- i'-5"O.H. 1 SCREEN PORCHOUTLINE OF EXIST. ' 2x4 FRAME FOR -444 ' BUILDING ' "SCREENTIGHT"SYSTEMI ALIGN W/GABLE 12" DIA. POURED CONCRETE PIER;.REF.FND/PIER POST BEYOND EAVE / 1x2 MIRATEC BATTENS @ 16"oc DWG.IA2IFOR NEW LOCATIONS AS REQ'D. I_ OVER 1/4"CEMENT BD. • TREATED 2x8 FJ @ 16"oc III 3" STEP DOWN TO PORCH FROM T.O.F.F.@ PORCH II / —.EXIST. KITCHEN FLOOR 28" DIA. POURED CONCRETE"BIGFOOT" iigt , . , . . — — FTG.TYP.(7)LOCATIONS AS REQ'D O 0'-0° TREATED(2)2x10 BEAM �� H+ LET INTO 6x6 POSTS' =II TREATED 2x8 LEDGER BD.W/ 6x6 TREATED METAL JOIST HANGER BOTT.OF FOOTING/PIERS U POST SUPPORTS — — — — U ri� F+ MIN.4'-0" BELOW GRADE (.. U 12" DIA POURED CONC.PIER > p A � "BIGFOOT" FOOTINGS" W WALL SECTION AS 3/4" = 1'-0" C!I BUILDING SECTION " 1/4"=P-0" • A H PQ a • Z g U USE OF ARCHITECT'S DOCUMENTS DRAWING THESE DOCUMENTS(DESIGN&CONSTRUCTION CONCEPTS,DRAWINGS AND SPECIFICATIONS)PREPARED ' BY THE ARCHITECT ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, A3 , AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THE ARCHITECT SHALL RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT(S).THE OWNER SHALL NOT REUSE OR PERMIT THE REUSE OF THESE DOCUMENTS,INCLUDING ANY DESIGN&CONSTRUCTION DEVELOPMENT,CHANGES OR ALTERATIONS TO THESE DOCUMENTS,WITHOUT THE WRITTEN ACKNOWLEDGEMENT AND AUTHORIZATION OF THE ARCHITECT. JULY 18, 2007 ,O,D AJ 0 loN cg �''ttN Ni v' • #F NFti�,,fr''f' rlt,51 _ 1111 IIIIIIIIIIIIIIIIIPe ,11:4,.:7 z o U rq 7 _ _ r, g z W'7 • . F - Emil z a w ¢ X en Z a M immelZ ,, U r • - T a C4 r i I^.; w� w w > ao O "BROSCO" FOUR LIGHT SINGLE GLAZED ►4/ F H 3 OUTLINE OF EXIST. HOUSE COMPOSITE ROOFING � Ek. ��:�nai�rel EX. EX. u O W SHINGLE SASH WINDOW; R.O. 1'-5 3/8"x 1'-9 1/4" r-EX_ —�� - MIN. 4"TO BOTT. WINDOW F 1'-2"x 1'-2" CLEAR CEDAR RECTANGULAR LOUVER; -mo �� iiiiimiiimi Q TYPA . EQ. 2x8 OVERFRAMING @ 16"oc _- „ - FRAME V.I.F. r = Eic4 t AS MANUF BY: PORT-O-LITE,MODEL: (62805) A ¢ _ ` U a REFER TO CALCULATION AREA❑A BELOW FOR —_, • REFER TO CALCULATION ¢ " VENTILATION OF ENCLOSED OVERFRAMING AREA ��"�� • + _ AREA©BELOW FOR o --��� COMPOSITE ROOFING VENTILATION OF 41/2" EXP.CEDAR SIDING OVER 'TYVEK' HOMEWRAP 41/2" EXP.CEDAR SIDING OVER 'TYVEK' HOMEWRAP SHINGLE ENCLOSED ATTIC AREA �'��?� _ _ II 1 PVER 7/16" OSB SHEATHING OVER 2x4 STUD WALL I I PVER 7/16" OSB SHEATHING OVER 2x4 STUD WALL FRAMING @ 16"oc; PROVIDE 1x2 VERTICAL MIRATEC 0 u 0 _ - J 111111111111111111111•_ . � FRAMING @ 16"oc; PROVIDE 1x2 VERTICAL MIRATEC BATTENS @ 16"oc OVER 1/4"CEMENT BD. AS INTERIOR - - BATTENS @ 16"oc OVER 1/4" CEMENT BD.AS INTERIOR _ - FINISH ALONG THIS SECTION OF WEST SIDE WALL O FINISH ALONG THIS SECTION OF SOUTH SIDE WALL -r ID H 0 \ 0mom Nioni GAS HEATER VENT SP SP SP SP= SCREEN PANEL(TYP.) - _ \ �� 1'-0" �1 H. _ \ '� lx MIRATEC TRIM OVER - - E I 1/2" MDO BD. - SP SP SP SP SCREEN • - lx MIRATEC TRIM OVER _ - DOOR/ fn n, 1/2" MDO BD. _ E I OPTIONAL J _ — / IV I II H H I II III I� .. III I Il - I II SKIRTING/TRIM -----T-______. -- / - n - - - - - - I I -1 1 H W 0.1 I I I I I I II II II I Illll l III LW I _ . II II II I I I Ill OH c.) � I CONC.PIER&"BIGFOOT" FTG. I 1 T I )-- 1 1-- l 1 1 I I o I 1 I I z Z J L_ CONC.PIER&"BIGFOOT" FTG. i I I I ;t 1 1 I I BALUSTRADE NOT SHOWNL27.7 O W H I I I I z 1 I I I FOR CLARITY OF ELEVATION J---1 1 --1 * )---1 1--A (NI -\ a-\ -\ a-\ p A L---i L---i \ L---� L-J L---i w Z, q H , ct RIGHT SIDE (WEST) ELEVATION Ix 1/4"=1'-0" BACK (SOUTH) ELEVATION o s-.)..ip4 /4"=1'- " U1 0W A a • Ci. / W Q z w O V U W vD OUTLINE OF EXIST. HOUSE CALCULATION AREA :FA-1 CALCULATION AREA : B , ATTIC VENTILATION: CODE REF. R 806.2 ATTIC VENTILATION: CODE REF. R 806.2 • COMPOSITE ROOFING TOTAL CEILING AREA AS PER PLAN: 57 S.F. TOTAL CEILING AREA AS PER PLAN: 16.5 S.F. H SHINGLE REQUIRED NET FREE VENT AREA: .38 S.F. REQUIRED NET FREE VENT AREA: .11 S.F. A a _ (DETERMINED BY 1/150 (.67%) OF ATTIC CEILING AREA) (DETERMINED BY 1/150 (.67%) OF ATTIC CEILING AREA) \ 1'-2"x 1'-2" CLEAR CEDAR RECTANGULAR LOUVER; SOFFIT: .42 S.F. / LOUVER: .59 S.F. SOFFIT: .30 S.F. / LOUVER: .59 S.F. . AS MANUF BY: PORT-O-LITE,MODEL: (B2805) 0 ' H V ADDITIONAL INFORMATION; IE TYPE OF VENTING MATERIAL: ADDITIONAL INFORMATION; IE TYPE OF VENTING MATERIAL: \ u 41/2" EXP CEDAR SIDING OVER 'TYVEK' 0 ALIGN 0 HOMEWRAP PVER 7/16"OSB SHEATHING SOFFIT VENT: 9 SQ. IN/FT SOFFIT VENT: 9 SQ. IN/FT Z a \ - OVER 2x4 STUD WALL FRAMING @ 16"oc RECT. GRADE LOUVER: 85 SQ. IN. RECT. GRADE LOUVER: 85 SQ. IN. p 11-0"O.H. t / MANUF. = AIR VENT INC. OR EQUAL MANUF. = AIR VENT INC. OR EQUAL H SP SP SP 5P 5P ' U W w 't - - lx MIRATEC TRIM OVER `n n 1/2" MDO BD. 1 111 11 11111 11 I 11 11 II II Il II 11 . 11 1 11 1 I I 11. 1.- SOK RTING/TRIM CONC.PIER& I I I I 1 "BIGFOOT" FTG. HANDRAIL NOT 51-1O1}VN FOR I I v A H '1 I CLARITY OF EI1.E1(ATION j- i z + �)--A\ I I I --1\ pq czi — -� L ——- L_J I-J L---� \ V A O g 0 C/] g 49 . • A U o% LEFT SIDE (EAST) ELEVATION USE OF ARCHITECT'S DOCUMENTS DRAWING 1/4"-P-0" THESE DOCUMENTS(DESIGN&CONSTRUCTION CONCEPTS,DRAWINGS AND SPECIFICATIONS)PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, • AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THE ARCHITECT SHALL RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT(S).THE OWNER SHALL A4 , NOT REUSE OR PERMIT THE REUSE OF THESE DOCUMENTS,INCLUDING ANY DESIGN&CONSTRUCTION DEVELOPMENT,CHANGES OR ALTERATIONS TO THESE DOCUMENTS,WITHOUT THE WRITTEN ACKNOWLEDGEMENT AND AUTHORIZATION OF THE ARCHITECT. JULY 18, 2007 , —- _ _ - — (p t30‘c43,-• I4'+. D R-.. _ • .. ...rte .. _ -..- :._.. .. • S�E(tE0 ARS(N0) . •CARL c ij: • - -- r 78'-O' y /if o co - - - 13'-O' - - - 16'-O' / 25'-O' 24'-O' I ��''�°E 12003 ���� •�• /2"-0- 6.�. /2.-0. •�o•± • 3'-0" f- I • 3/ 3•,�•• f-st-G. THE S7ASF 2gSG' Z'oL I 1 �roinn • VFl NN .4-•.' MON./IOC CCIII.AJWirte704 1k I i . •I r-I To•K: . feat R m r J'-3_ - 3'-3' /- _ Pm m i4.-e. b I r�r, a a42o U T \ • on C N. Q t a_ 4- NI 1 0 O , e t I F o Q Xo 3.164,1.-1.0." 5'-0' /1.-10'//, 1.5"-3* ' 6• fes- - i r. A 2'-6' I 2'-6' VJ-F. 5'-4' / f 3'-6' / 8'-4' / 11'-10' // 4' 0 FAMILY ROOM — -- 1 I 1 vi ZN,' / �� __ p7 V <;41,\\ j ! :,...,..A. / J C .� ` xl 1 t �Z-II-s ai'--MtG¢.o-LAT-IL ° orb •Q' 3-2 2 t 4-OX6-8 ATRIUM G�'4 6 'j-2.� POkrinz ' - 4 I T I BREAKFAST 1 '' 1 9-3 x 13-4 I I ' ` a .I 1�1 k -w �Vl: Ci I 1 1 0 1 . I , i 1 / 2 X t o FLOOR JOISTS 1 / 2 X 1 0 FLOOR JOISTS 0 J o o N IGEN/STUDY ` IIn N F • ABOVE AT 16' O.G. ABOVE AT 16' O.G. L, 4 �i_ o0 12-8 x 15--4 a- o0 1U a0 I ° 1 :0 x >e1 1 9 1 r 0 ` LP LP of Vji 0 :9 1 a :� 1 x . s �,_._ n r— p0 ° 4 O a O I Q PROVIDE 5/8' FRE-RATED x r� N \ W e GYPSUM BOARD oN GAR.AGE I 1 - 1") r (31'.,i 0 O I> O WALLS AND CEILNG 9 1 • N Xo 1 .-1 o KITCHEN X ° I 6- -� a d INJ a Q 0N147 a 15-3 x 15-2 r-1---1 Q ; N -ZYIcv 2 N x i. ._ __ _ _ I C I I u - 1.- 1 1 1 4'-11' 5'-6' 4'-4' L_-___II N 4 1/2' , I 4 1/2' 1.4 1/2' 4 2/2' '' PROVIDE MECH. VENT. I ' 3' DIA. STEEL COLUMN ` / r+ 1 > 1 ON 24' X 24' X 12 I 1 4 S 1 POPO IU EDD CONCRETE FOOTING 00 I J PER N.Y.S. n p 5-Ox6-8 FRENCH CODE L-Z`is �- d •• 1 /� i ` i _1. 2-Z 10�� �. ''....�—-- • I /a,' x'1/L- r` �•• " sEE FOtJNDAT1aN PLAN o r--- .�. . : � - FOR LOCATION t N tensmm .'r ---. _. .mss®m saes..�es k V to ' 2-Z ►Z ' t r BAR �'ZK'Z 1 a 0 1 1 _N Q. b £ 0XG_B O �., 5Te2�.sol., 1 o '� 1 4 1 c- 1 I � PWDR 1� � aNt x w�` ri 1,� 1 1 N r.; 0n , 1 11 • -fi n N --ILAUNDRY b� 1-1 •' 1 GARAGE 4 1i ;.4 - y i- - O D.1 — �► 0 i 0 � 1 0 I'"i i -1 j ' •a�----1,:zs^- r-¢mma•1-- r . O \� 're Il9 ,r 2 -6x6-8 t1� ° - a nSLr ...1 4'747.; 1'-' r.-..,-,1-1 ...•-1-=,...1,9ra_n.A...,.."--7=IIIV ;.., f Q LIVING ROOM Xt� °'� DINING ROOM 1 4fill Xj° 1 ° 12_8 x 15_4 2_Z f o is �i c Si ..1• T I �` Q I X 14 1 - - C 'v 1\ --3/4 MRSELF-CLOSING DOOR rI \ IE• � — PWDR r, 1I 9_) ,1 AUP l- L0 1 111,1 FOYER ` �' - . _ ° A to 1 I n Q x rz 1 • N is•s1 o i` I 1�1 Z9' 3-0X6-8 '9_(; 'r) - x 1 -- I Q 1 cr.. s ✓"�U W./ SIDE S G.2 -.r 1 in cZ 0� t9 1-8X6-8 L _,f__3 if) 1 f ..411, A b.7.7....... 10 — i 2$�� _ I j lr 3 r n 7 I I I CD G di I 16-° 0 1 L_ z � 1 I I W 0 J iv �/ ) w L. 0 i I 1 1 Z <Lr; U Q � _1 � N_ i I w Q3 1-40 h.0 I, n I W #h (-• I-<Y W 1- L 6' 6'-3' 6'-3' G. 2'-0' S'-1 1/2' S'-2 2/2' 2'-0' C' 6'-3' 5'-9' C., 1'-10' 8'-SC' 1'-6' 4' 11'-1O' 21'-10' 4' 7 "'fff f r - f/ / I 1 /1' / / I t /f fes- W 0'Q d: / 13'-0' J�-- 4 1/2' 16'-o. 4 I/2' / 12'--6• f 12•-2' 24'-4' —4 ? Jam. � FIRS ' 00? 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V FLOOR JOISTS ABOVE 0 05 ♦♦ �/ ♦♦ vy • • • • ' an�0 0 2 ]j r�s�[.`ES Es t�b ��o e o�•s•Y w 6�s1 ... __ ��C .. _ _... ,....._.......-. .- __ I - '-1 a 1 1 - -J L- y-, � I O \iir CT _--J L-_- _, 1 I 1 i"'""'"''''''\\ —3-2x10 BUILT-UP _nr-_ In -1 I N WOOD BEAM III 111 TYPICAL GARAGE FOUNDATION / , U ' .• III C-OUR-INSON]L IIS 8' CONCRETE BLOCK ON r 16' X 8' GONTNUOUS CONCRETE v, O 24' X 24' X 12' III CONCRETE FOOTING 111 SLABFOOTING. DROP BLOCK AND POUR DIA \ 111 T i P u• 9 -1, m SLAB OVER AT SHADED AREAS r fi �\ I 0 III 1-• o N • fI! • # -rvc 0 II 'n O .n o .1 O � TYPICAL HOUSE ill x iii i9 o ° r; UNEXCAVATED 1 '` FOUNDATION OU DOUR IO CONCRETE 0 a !1 0 Q Q tg 4' CONCRETE SLAB WALL ON 16' X 8' a I 0 4 f ) 0 Q i I 0 < TYPICAL G X 10/10 W.W.M. POURED CONCRETE �` hi I� 1 �_ FOOT@ IGS 0J X n II, N0 III N N 0 L // • N a Ili - x .4 III - X m .4 0 onCV N O \ III \ III \< Q r----'1 n•rtIll 1 I 6'-2' G'-G' Iti 7'-10' 7'-11' G'-1. \ 1 . 1 Q / _._J1: +•� 1 6'-1' 6'-3' y 5'-10' i i i { N 3-2x10 BUILT-UP ( I L - WOOD BEAM Iliv. III I I T- O r----, i�r..__i r---w--Ji, �1r-141---t {---- I r----� 3' DIA. STEEL GOIt�1N 1 •me a'a�.m.m ss r se� sa c ea e�sasaam�o••� s s» o®s 1 IS 1 +' I 1 ON 24' X 24' X32 43 t ,3 m.9 0 �.o®a•�sasm ® ®as® OS OW 1 N w� ooIsomseow}. TYPIC-AL 1 1 Ii! I I I I 1 II 1 CO 1 L_--_J L J H L--__J L_ J L-___J I • Tt 111 J1 W rj -H�-- 11 ! L-__-J Q Q Itiill ,., �0 111 X 0 N >p Q O �i III _ S• .47 X .�'.o., X I.Com. I 0 1 inn li J N-i 0 t nl r'cuf r7 GG'& - .1T Fo4,461 r'-! jj Ili L 1'I \ III U �` 4. La►►, 1,! III DOUBLE JOISTS HI '� 0 tt1=_�_ _ - __• --- __ �• -III 0 FOUNDATIONS AT BRICK Y1 NEER 11 -10' 11'-G' / 1i lit I111oC '' ON 20X10' GO'ED C x INUOU5ALLIII. Lj 2 C ,D\ 0 ! CONCRETE FO')TING BASEMENT Ili 0 lil m UP o I� --I-- 4' POURED CONCRETE !� III 111 :d r lll .Ni 0 ..\_-__ • ___\._ SLAB ON G X G X 10/10 IT!' Y_I �I, • •__- _ _ - - •- ...__Ill S• '+ I X I I W.W.M. TYPICAL + 0 a x q �`� ` - II H Oi'l N III III L hi in DOUBLE JOISTS III 0 L j �� ` _.._ , QIli J1 0 I fY Q Ili IIIjII \11 .4 I 1 II. F ! oi III III Q \ r-+ II! III a '.4 111 J V r— -N------ III lt 0I- - ' 0 / II I , N � II{ r ,, -..., II 3 2X10 BUILT-UP X III t I I ;..4 V, WOOD SEAM il: N Q III I 1 IBe -.. _ i III r----� III to ;' I j �►� riy ,v / ,/, ./A- .7 L_--_.J I r • \fw I J 7'-4' 7'-4' 1 O I �� L'7 L TYPICAL PORCH FOUNDATION ' \ W. jc---J I 8- CONCRETE BLOCK ON I ' 0 .n (o 01- 16' X 8' CONTINUOUS CONCRETE �� - 0I ` V l vl FOOTING. DROP BLOCK AND POUR \ \ \ ,nOZ La... J SLAB OVER AT SHADED AREAS N v/ _ �_ IS \ �J W 7. W o L FOUNDATIONS AT BRICK VENEER n ci u i:: 1' L- - - Q 10' POURED CONCRETE WALL UNEXCAVATED W _y ON 20'X10' CONTINUOUS CONCRETE FOOTING 4' CONCRETE SLAM . I i fi W/ G X G X 10/10 W.W.M. Z G J1 0 ra 4' j, 24'-O. 0 O G 4• rz 13'-0' / 16'-O' / 12'-G' / 12'-G0' i i O D 16i > 1-CL W T LI LJ_ j 0 a to Foundation F1n : Sncct No_ o`. _7_ _ Scc'e .\S NO"r" Dcr,E 2.7. ._ ,PP.:L a- Drc:vr. Dy _. Cnec .e: : - - - i . ill‘_ cDqq �i 4 '.f ' •o��r12003 's• 0'% bt.:cr.:E0 C'iii S7ASE1 is C: 1 2 S N N -1tmO :inin • IL a E e. N ,c tr v_ O I o ! in 6I ribill.A .. __ 4,,,//\ 4. _ , ,ww,.cit , ,, 1 1 1 1.4 ,I in ,. 1 _ lin E . II _!J1 1.............•.-� ..i / - CS c -----7:P.-----7---7=1-------------- — iri I Mil __„____ E - � i �i; Ma r0il,L______ mom I , _1 fil „ _ , , __ 1 ,, , , , ,_ , , _. _ ,.. _ ____ ___ _ ___________________________________________________________:„. ,_______ . . I ; . .... •_. _ _ Front E1evtion I 1 % - i !\, 1 r \�O /\ t AC \ \I\ 10/ ! ' ' t 1 n J i -p ° ) rE waI (6 z I" • o kri { �a � LI Ghial Z t G \\ 0-c). E .-,....., I. to w W �G c1 (a yn • � ; ° 7'li 1 / , 11`1 11.E H-----1 1 IMI ._ i I Sheet - r i. 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S' .='111.r_;v... r , FRED 44,0 r i 101 ✓ ( .1uv0•-- .it2c, c ./6►-t i 7' . ow - 'Q76yrf( CRLC � '''I` ' 7-0:* .0 12003 �a``� �FTNE STAZ��F 2x12 ROOF RAFTERS / 2X12 ROOF RAFTERS AT 16' O.G. MAX. \ i / AT 16' O.G. MAX. - .1,.. .12°°3 ��... ,._ ...._.v Sm If:Il VNNN CCCCCC m nn m ,-woo • .7 a. C VI in T . p ri • En 4. o l_ hill: • r..I,.• \` . 2 5-gni AR TES AT .41- 2\____r_y_ri w r 2X8 ROOF RAFTERS m m . 1 AT 16' O.G. MAX. v IS r IO-D" r! 2X6 OUT-RIGGERS 24' O.G. MAX. {'L r-MTL. JOISTS MANGERS U O 44///, N r---t Z `p 2 _C Co N Y en. �' ����%/ U 2XB GL[9IG JOIS ' O.G.____�L3. ilea.? �% ���� 2XB CEIL.NG JOISTS AT 16' O.G. MAX. �,/ f We 2X8 CELNG JOISTS AT 16' O.G. MAX. Me& ' �/1 / 2XE, CEILING JOISTS C I ti ` �� I AT 16' O.G. MAX.VMry�� Z . 1 .. rlt~. ` ~ .� ....., 110„,..., _ - -' , Z. IS x° M,L, b ill - '4"x ice- }'11620 -LAt'15 L 2- 14,,xit; P1,{-, 2-Ig~Flig~ MA-. 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IS czkeD 1 FASCIA • FIBER GL A SS I i BATT NSULA Os-I fY Section Section CONTINUOUS :�1 'O 2xG STUD WALL id SOFFIT VENT . ...to ; 2 z• T 1 -I -2/./ Ai.1� - 4 = 1-G is - SL t�� !4 � 'Ci, -r-- OO � C.C. Y SONG t_ Cr IL ' 1 1/2' ASPONITE SHEATHING -L3 0 In 1 v.n/ n/ dig / 1/2' AC PLYWOOD ( iv ILI go...--.4F 4 "' L -r. 3/4' T-4-G PLYWOOD liW - 1/2' CDX PLYWOOD Q) _ � I��apo. ° Lz° o NOTES: 1' NOSING �— 2x10 FLOOR JOIST U C3 <4.y 2 • TREAD i r�i' V .. O ENERGY DATA 1. All construction toFraming I `; - 1/2' GYPSUM BOARD w z J' U conform to the 4. Provide lumber y ► Ca O J et with a minimum Fb of 1000 requirements of the N.Y.S. psi. �•'i In ti o0 W l�i • BUILDING ENVELOPE Building and Fire w ��•I — 2x6 STUD WALL NLI �tFOL 11 Prevention Code, and any 2x10 FLR.JSTS. f` N (24' O.G. TYP.) L r•- REVD PROVIDED applicable local codes 5. Provide concrete with a IV °C i. • • __ + ►- 7 U— ROOF/CEILING .04 .03 and/or ordinances minimum compressive 2x6 LEDGER limmimmin • �• - R-1 FIBERGLASS T 1I J) a In U— WALLS N .05 .048 strength of 3000• psi. at - BATT INSULATION . a J- GLASS .58 .52 2. Construction shown herein 28 days. 2x12 STRINGER tk 464 I-_ conforms to the . L DOOR .40 .40 — • 1 requirements of the N.Y.S. 6. Install Footings only on ) 1/2' AC PLYV/OOD SECTIONS U— BASM N T WALL .09 .07 Energy Conservation Code well compacted. A ',*461.! / STAF DET. ;..,.,..,,,ri.a.., , <...,- .. .. x... . under Part 5, Design by undisturbed soil. If soil �- 1/2 GDX PLYV/OOD NOTES CS Acceptable Practice has been disturbed, or if � �// ENERG ' BUILDING STATISTICS fill is required, provide 1 i� j ', 2x10 FLOOR JOIST , •!FIC; L WALL 5E:,•�Ok well graded granular PARGING • GROSS FLOOR AREA. 3• Provide all framing in material, compacted to a ' 1/14digj 'HILTI' FASTNER39cSq.Ft. strict accord with N.Y.S. densit of no less thanBITUMINOUSW/ MASONRY ANCHORC )- y i�ls�� tet- LI�G�R D�TaIL �, EXCLUDING GARAGE Code Manual and acceptable s5T0. .. . D r iPPROOFING -,�,. 1 practice, with special �� SCALER 1'=1'-O' ,�? �'"`��� 2x6 SILL PLATE 7,000 DEGREE DAY ZONE, MAX. = I_ FINISHED GRADE A: ! ':�� FIBERGLASS SILL SEAL attention to nailing, i ALLOWABLE GLAZING 20% of WALL blocking, bridging of _ �� 1G RISERS AT 7 7/16' EACH �� 8' POURED CONCRETE floor fists, and sizing ' s° ..-400-ii No FOUNDATION V/ALL ACTUAL GLAZING -- I (�•�.�. �° g 15 TREADS AT 9' EACH �.�.... .•,•-�,-- I I X1. 1 �;11 1111�� . - : #� REBAR- CONT. t. of headers. •-• Tr!IS IS TO CERTIFY THAT THE _ = = :-:. •• . � �di 2x-4 P.T. FURRING • 24' O.C. REFERENCED PROJECT CONFORMS TO w/ 3 1/2- FIBERGLASS 6 r THEENERGY I • 1 BATT INSULATION Spec. lo._--_o.. _ _ - N.Y.S. CONSERVATION a \ FOUNDATION DRAIN • �� CONSTRUCTION CODE. OUR II • • CAS REQUIRED 8Y SITE W: EXPANSION JOINT CERTIFICATION IS BASED ON THE Imo, CONDITIONSD scci. AS NOIr__7 / - 4' CONCRETE SLAB REINF CRITERIA ESTABLISHED IN PART 5, 2x4 Jilt- w/ Gx6x10/10 W.W.V. DctF _ AF L DESIGN I BY ACCEPTABLE PRACT!Cr NOTE, TOP OF FOOTING- KEYWAY .. , . . . A., • - -� `77- AT 4'-O' MIN:t"UN BELOW - _ AND THE ABOVE. I -/ 6 I BELOW GRADE 16'x8' CONTINUOUS Dra:ti'n ov - _ _ - CONCRETE FOOTING 2- #4 KEBABS CCONT.� •• Checked c'.'_ � ! TSTAIRS � Tf � � TYPICAL WALL SECTION .. . _ _ • SCALE' 1/4'=1'-O' SCALE: x/40-1•-0' Job i4c. ` = ND1- _. Fi!e No. Si\D=11.dM, .. _.:i.. ..-..,.....,.:':' . ..,,.•.• r l +.Y.:'..ter.. :.:Y."-,. _..... .. ... - ..,. .. ._.. ....-.. Ff EED AR0 p , 4'4 F'7~ Gi 2 i • :/1244.• 1/ • -�, ` �, 12003 fir` OF I THE STAji'Q znastossamt Ls=or.::1 All1111111111 11 recoil) • .0NNco N ^. 2X10 ROOF RAFTERS IC AT 16' O.G. • ,I, 0 Wean 1 II ll U LII bit t l [ [ 1111111 nnIts � oy CL $& 441111111116 u. IV 2X10 ROOF RAFTERS 2X10 ROOF RAFTERS •" •16' O.G. . • 16' O.G. MAYo�: . N o PROVIDE MTLMAX. HANGERS m v) AT FLUSH BEAM I 2X10 ROOF RAFTERS 411MF 0 AT 16' O.C. MAX. „ 2X4 COLLAR TIES 0 Z 11"14 1`t - AT 4'—O' O.C. MAX. O 2X8 CEILING JOISTS M 1`�.��b 2X4 COLLAR TIES AT 4'—O' O.G. MAX. !� AT 16' O.G. MAX. Wr ,;���_ 2X8 GELW JOISTS AT 16' O.G. MAX � NNW!1'f Nil it 1 I. � I. I 1 to 11'J.'LlI �IYI 4 ���, ►�./�� a IZ��� C III ff�t 2X8 GETLMG JOISTS AT 16' O.G. MAX. H I! T �- t I` c �'�' 2X10 ROOF RAFTERS a. 2X9 GEILAIG JOISTS5.7 C AT 1W O G. PROV{DE MTL. JOISTS - U --- HANGERS AT FLUSH IN .O BEAM .. a ao L Pd DRESSING ROOM. OOM CL HALL UNFINISHED STORAGE �0 HALL MASTER EEDROOM a MASTER BEDROOM srl AWox2otiT , ISA-1-1 5 op9. r 7e� 2X10 FLOOR JOISTS AT 16' O.C. MAX.Ow I�,���.,•, ,_��� DETbEllEarr 2) to fur. alb'T. (G°O w,• faVN Q,c i is 01-2• JST. e t b'. O,v. n?'I, r iii S AT 16' O.G. MAX. 2X10 FLOOR JOISTS O AT 16'O.0. MAX. D 'Q KITGi-tEN LAUNDRY ROOM KITCHEN GARAGE r ______. GARAGE s 11 111. [ l l Ii l FLOOR J0157 i �� 2X12 F r unit. e .. -2X12 FLOOR JOISTS • AT 16' 0.C. MAX. IC-- 3-2X10 BUILT Ub WOOD BEAM j BASEMENT BASEMENT II n nanimisZsonsameouna A. t. M U LI 3n t!) QL k-i Section 3 Section 4 Section 5 .4 „ t , y ..:, ___/-7 z. /�” L. t%i I/ I -t� Gj!/ b^ L. � �I� s I •n" _� />.-L•- =--1 I4,1 ,• I� �� � y. __, I� 4-3 to W CL ILI L. 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