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Home My WebLink About39117-Z TABLE OF CONTENTS: CODE: T-101 TITLE PAGE I SITE PLAN RESIDENTIAL CODE OF NEW YORK STATE • BUILDING USE GROUP: SINGLE FAMILY DETACHED R3 A-101 PROPOSED PLANS CONSTRUCTION TYPE: VB COMBUSTIBLE UNPROTECTED A-102 PROPOSED SECTION 4 ELEVATIONS WIND EXPOSURE: 120 MPH EXPOSURE B DEBRIS REGION: YES GROUND SN GROUND SNOW LOAD: 46 PSF WEATHERING: SEVERE FROST LINE DEPTH: 38" FLOOD ZONE: ZONE CLIMATE ZONE: 6A WINTER DESIGN TEMP.: 7 DEGREES F ICE BARRIER REBURIED: YES AIR FREEZING INDEX: 1600 '7 d MEAN ANNUAL TEMP.; 50 DEGREES % U LATERAL BRACING; N.A. «< MINIMUM DESIGN LIVE LOADS: GROUND SNOW LOAD: 45 P.S.F. ATTICS WI STORAGE: 20 P.S.F. pp � � ATTICS W/O STORAGE; 10P.S.F. =40000,mftft__- 404.3,, ._'_. SLEEPING AREAS: 30 P.S.F. GARAGES: 60 P.S.F. DECKS d PORCHES: 40 P.S.F. EXTERIOR BALCONIES: 40 P.S.F. iALL OTHER SPACES: 0 P.S.F. GASHED LINE IB EXISTING DECK TO BE REMOVED ; LOT COVERAGE DATA: SQUAREFOOTAGES: LOT SIZE: 8,278 S.F. ` EXISTING BUILDING AREA: 1,279 S.F. ' EXISTING LOT COVERAGE 16.46% � I ; ADDITIONAL BUILDING AREA: 311 S.F. I TOTAL BUILDING AREA: 1,690 S.F. I - TOTAL LOT COVERAGE: 19.2% W _ YES - WINDOWS REQUIREMENTS: ZONE 3 RATED WINDOWS IMPACT RATING: DP45 N I EXISTING ` PROTECTION SYSTEM: N.A.. DWELLING �\ OF RATING: N.A. i ® , 1ST FLR. EGRESS: N.A. 2ND FLOOR EGRESS: 1\ A81T ,�� OPENING LIMITING DEVICE: 10.E SCOPE OF WORK: ' \L _ _ _ _ _ _ - _ _ _ _ — _ — _ ` PARTIAL DECK REPLACEMENT, NEW WINDOW AND NEW PORCH ADDITION. iMATCHED AREA\ \ ` IIS COPYRIGHT ® 2014 PETER J. SPRINGSTEEL ARCHITECT, LLC PROPOSED IPORCHI DECK ` ADDITION i SIDEWALK 112'0" G R E E N W O O D R O A D SITE PLAN EA EGO- 5'.6 - 525 E -Mab FEIERXifll�'S1EEL®SHLYFEi BLOETHE RESIDENCE r SPRINGNTEEL J,;o SINGLE FAMILY RESIDENCE — PORCH ADDITION : 11� Taff - AACHITCCT OATE: 100EPT. 1014 GREENWOOD ROADI FISHER' S ISLAND, NEW YORK T-101 FRAMING NI 1. ALL DIMENSIONS ARE TO NOMINAL FINISH SURFACE AT 11. PROVIDE PERPENDICULAR BLOCKING AT 2 END BAYS AT ALL INTERIOR PARTITIONS AMD TO OUTSIDE OF STUD AT EX79RIOR FLOOR FRAMINGIPARAILLEL TO END WALLS, BLOCKINO SHALL WALLS UNLESS OTHERWISE NOTEID. col OF SAME JOIST MATERIAL AT 49" O.C. 2. ALL DIM ENaION8 ARE TO CENTE!RLINE OF WINDOWS AND 12. ALL METAL BTRAPS AND ANCHORS MAY BE INSTALLED DOORS UNL953 OTH ERVAI NOTED, DIRECTLY TO FRAMING OR OVER SHEATHING. 3. D.F. - DOUQUS FIR STRUCTURAL GRADE MATERIAL NO, 2 ON 13. ALL METAL HANGERS. all OOLTS, WORKERS AND NUTS BETTER. IN OONTACT W17H PRESSURE TREATED WOOD allALL HE HOT DIPPED GALVANIZED, 0180 ZINC COATED GALVANIZED OR 77� 11, 4. FLASH TOP OF ALL DOUBLED DECK FRAMING MEMBERS STNNLEO&STEEL. C) TYPICAL, S. DOU BLE FRAMING MEMBERS AT ALL OPENINGS UNLESS OTHERWISE NOTED. Coll le� _V' THICK X 15" DEEP 3'00 "1 CONCRETE 1. FRAMING 16 SHOWN ABOVE TYPICAL, C SLAB Wl N4 MRS 0 6" ON CENTER EACH WAY. BET TOP I" ABOVE GRADE 7. P.T. - PRESS LINE TREATED SOUrHERN YELLOW PINN. Ali P.Tl STAR STRINGERS 8. PROVIDE APPROVED HANGERS AT FLUSH FIRAMED 1 V O.C. SET ON CONCRETE SLAM NEW DECK RAILINGS: CONDITIONS. REBUILD EXISTING SHAPED MAHOGANY MILO DECK STAIRWAY AND PAINTED SQUARE BALU37ERS a. IMICROLUM"A "PARALLAM" GINDERS. POSTS AND HEADERS Ile e e TO MATCH EXISTING FRONT PORCH ARE MANUFACTLI RED BY LEVEL c zf 10. ALL ELEVATIONS REFERENCED FROM FIRST FLOOR EL. 01", le ON. w q \—EXI&TINGDECK FRAMING 0 AND FOUNDATIONS —EXISTING DECK WIND TO REMI az AT IS' O.C. V'XIO" P.T. DECK JOISTS 3 21110-1 -------- TURE GAILY. STEEL HANGERS 0 LEDGER P.T. FLUBH I I DECK NEW DECK STRU\CTURE LATTICE SKIRT Vill I'll FASCIA r------------------------------------- SURROUND AND Vill P.T. WI MAHOGANY BACK-UP FRAME DECKING �FLUSH DECK LEDl I'll P.T. THRU BOLTED TO HOU89 INTERMEDIATE POST TYPICAL FRAME W/2 -102" DIA. all STEEL I-E WNIII IMI 15�efi Ell P.T. DECK JOISTS 10TILSATIS" O.C. PROVIDELEAD 5MLr(lP1G0WLM1Nl OF PE R F LA3HINC OV EDGE tl I E I'll NEW DECK RUMUNGS: PME�1%5 IN n rill 11F, AT I G" D.C. C TE COATED COPPER FLASHING a" UNDER SHAPED MAHOGANY RAILS %KL wmmy GAILY. STEEL HANGERS LEDGER 31DING AND OVER LEDGER AND PAINTED SQUARE BALUSTERS CiMfliCr�1v�11Wrillfid TO MATCH EXISTING FRONT PORCH I I I I I rwm i --- ----------------------- DR BEI I - -------- ---------Z�_5 2 -lo�P31P14�'Dt!l'12"!MMEICTERROLUM LVL ------------------------ ---- --- "��PROVHDE DECK FRAMING i --- - --- SET ON Vei P,T, POST WITH SIMPSON C�511141CAJ lfTvNK5, Ill EXISTING DUCK Ol all ACO FORT CAP, CLAD BEAM I I REB UND E DEC K OTA, 7DN GAI 24 E ER BEA VL x �GRTCU`l F= T Mtj ----------------------- --- 1 314 as MICROLLAM L E ON X5 P T P STWI Hill V Almill Arm 0 0 xTra TH SIT n 0 '1 n IN, XI D F ROO F RAFT'Has % 2 Tlat 1201 1 1 1 1 11-4 3/4" BACK DNVII AT BOTH WM FMHIl4UTI�5 ENDS OF DECK: SIMPSON OTT2Z STRUCTURE TO BE At I lc PAINTED PVC TRIM MATERIAL . I REMOVED MATCH EXISTING PORCH BEAM DETAILS X11" DA ROOF RAFTERIS A. NEW PORCH ROOF SYSTEM: all CRUSHED STONE AT 0 C. SE Z1 2 PITCH NEW ARCHITECTURAL GRADE ROOF SHINGLES, OVER I-ANDSCAPE FABRIC BENEATH 120 MPH RATED, HURRICANE NAILED, OVER ICE SS WATER SHIELD. DUCK LUSH DECK LEDGM M Jill -----------— IF T-Mae ILF U. I'll All THUD BOLTED TO HOUSE .112" AIDA SPAN RATED SHEATHINGs NAILED 4" D.C. rZIbl P.T. DECK JOISTS FRAME Wi 2 �112" DIA. Ol STEEL COATED COPPER 11JAMINK3 - UNDER P Fj� I I Al BOTLEAT IS' O.C. PROVIDE LEAD I IN AT SEAMS, S" D.C. IN FIELD. GRADE AT la" O.C. Will P I % -Tlxd" DOUGLAS FIR NO. 2 STRUCTURAL Fo tN�GST3REL g SAM STEEL HANGERS 6 LEDOER I E DRi h 0 RAFTERS AT 1611 D.C. AIDINO AND OVER LUGGER SIMP80N I E. TRIM no 572 7306 0 5 7 FMST70 T E STIN 11 LEAD COATED COPPER WALL FLASHING, 72 7 067 ARCHITE� PORCH A 5 1 AL C T LL! A�R LjH I T E C Tj X L — — — TI I PORCH I'll D.Fl ROOF RAFTERS NEW DECK& FORD H I'VED AMP EXISTING STRUCTURE AT 10" D.C. 2:12 PITCH BASEMENT DWELLING 1 411 MAHOGANY DECKING DROPPED BEAM: 3 .211l P.T. BET Fill D.F. CEILING k ON 4"Al Il POST W/SIMPSON ACI P09T CAP TYPICAL RIME" P.T. DECKJOIST3 NOTE: AT IS" O.C. BLOCK 2 END RAFTER I GALV. STEEL HANGERS III LEDGER ddd —6-11 P.T. FORT SET ON CONCR TE 13AYS AT GABLES W/ 1 211 D.F. ON THE FLAT PIER WITH SIMPSON Gi STEEL DROPPED PERIMETER BEAM: ABUSE P05T ANCHOR 2 -1-314"Mi MRCROLLAM LVIL AT SHEATHING SEAMS SET ON O'll P.T. POST WITH SIMPSON 45, 0 C. —CONCRETE PIER FOUNDATIONS! ONLY. STEEL ACT POST CAP CI.AD BEA A 10" DA. 30DO PSI CONCRETE W? ON. AN I"x PAINTED PVC TRIM MATERIAL - 2-T ".l OF,RXFTEROS 0 0 TCH FLARED BASE TO 24" CIA. SET MRS MATCH 9XIOTINQ PORCH BEAM DETAILS 2 AT 4211 BELOW FIN13H GRADE AND TOP OF PIER I"ABOVE FINISH I PIUSTER TO MATCH EXISTING PORCH PILASTER it GRADE TYPICAL ----------------------- -------------------- L---------------------- I L------------------------ ------------------------ �—PROWIDE DECK FRAMING TIE. BACK DEVICE AT BOTH ENDS OF DECK: SIMPSON DTIUZZ T'4 112" EXISTING DECK FRAMING CANTILEVER DROPPED BEAM DECK SKIRT: VINYL LATTICE PANELS - DURASHELL PORCH SQUARE, I" OPENING 011 I'lmall PAINTED NEW STAIRWAY 2"IlIT' P.T.STAIR PAD FRAME, MOUNTED ON 2""" P I STRUCTURE 3111 Q Ile O.C. t SET ON CONCRETE SLAB SUPPORT PRAME k------------------- ------------------- S" THICK A 111" DKOP III PSI CONCRETE BLAB WI W BARS --------------4 a 1" ON CENTER EACH Wall OFT TOP I ABOVE L-------------- I GRADE I r--------------I -------------- -------------- MCHTTFCr (.�C 105 �tlt fAl IT �A!C!e!I5 �2 , FOUNDATION IST FLOOR PLAN q) ROOF PLAN 1/4 = I��O 1AI 1 1.01, 1/4" Am 1 1.01, DATE: 06119014 A-101 z z 4WE EWWINDOW 0 N HEADER rTWI FFFQQQ�� AMTEDAWNING LAMINATED SAF PLAS""D.F. ROOF RAFTERS EXISTING J PN DIERSEN Pat, ZONE ] IMPACT CO.c. DWELLING IF�1'/'� NE ROB MT¢O LAMINATED SAFETY GLASS, R.O.. aY1911"WIDE X R'0-Ma" CEI4NBIBEAM HEIGHT TO O HIGIM, NEW HEADED: R -R"%1" O.F. H EXISTING PORCN PUNCH MINIMUM ,'� 2ND FLOOR _ — —III W19111C % F SIMPSON HR�A HURPICANiR_ ill ANCHOp AT ePCH RAFT¢R- - i , _____ 3deDOBRLON SCREWS PT EACHb ll2ND FLOOR �� STUB LI ' llL' ,NEW PORCH ROOFPPED PERIP. METER BEAM: XISTI d11" % a-0tl" MICRIOLLAM LVL R"%a" D,F. CEILING JOISTSPDTOPP. WRASET 0 F BEAN4 4 POS T IM IIM3WN VINYAT L O.C. BOARDC VINYL BEAD BOARD cE1LING EXISTING z TRIM MATERIAL ai DETAIL TO TO MATCH EXIOTNG PoPCH CH EXISTING^ r.T. ASTS ra 0p0PPEO BEAm PORCH DWELL NGIMPSON ACa ANCHOR, WRAP POSTILATCH SMITINGO VIA PVC TRIM TE'.PIPLi pBTAIL IGH RAILING SYSTEM TO MATCH EXISTING hB C.ONIP.KTM 15 F.£`l O II SIMPSON HR.M HURRICANE ANCHOR SM-EFG:CON`IP.MIN`nP L o I I [ _ IST FLOOR I H mM¢N�ays"" S"C nt Y _ AT EACH JOIST ® wwN r �LIMMEwi II T — — _ _ __ — — — — _ _._ _ COMPC �C ITLCT WRI N' - Will o" P.T. OetK J018'IB fa'O,0. D��LSFPOM9C FLOOR ' \ R, V ARN DECKSKIRT:TO . . LYJNrINC(a, 1 .LATTICE TOI �_ \ IFN Hsc.H IH: IF11N1NG5, SURROUND OVER DROPPED GIRDER: J -R"%1 R" P.L —FLUSH DECK LEDGED: W hE HKI W.I, NOFUE I"aP.i, BACKED a"xa" P.T, POET SET ON CONCRETE \� TWO" P.T. THRU EOLTED TO HOUSE W5 Q NEW STAIRWAY LATTICE SKIRTS NEW PORCH DECK NEWSTNRWAY FRAMING TO PIER WITH SIMPSON GALV. STEEL _� FRAME WI R -VR" DIROVIDEA. .LEADSTEECONAML'9(AJ MEWJs. MEfr OFS MATCH EXISTING ABUSE, POST ANCHOR LC:.; MOTILE AT to" O.C, PROVIDE LEAD r^ t mlEYm_CLLMm5, FASCIA TO MATC H EXISTING COPIES COPPER FLASHING M' UNDER V1 SIDING AND OVER LEDGER. BLOCK :. LEDGER AS NECESSARY TO CLEAR LEFT SIDE ELEVATION CONCRETE PIER FOUNDATIONa: ' ) STONE FOUNDATION PROJECTION I t3Fi0 - 90Fi - 5525 FLARED BASE TOM" DIill" DIA. 3000 P81 RA. 39ETE TUSE ` ' $$$ E 'MrL �' ' EXISTING Fl IER(�'Zi N'nolfELm'ENECNEi TOP OAT 42"F ELOW PIER "" BOH FINISHRADE NO BASEMENT KVl TOP OF PIER 1" ABOVE FINISH GRADE TYPICAL '� PT9FRINGSTEdL d Y 86 O 060 E4 1106 40SBOIICnI V1 ARCHITECT jil D O o AR 41 �`�M915asvn�� 4 1959 H>FOF„¢w� I a I I IliulII II� - III VERTICAL BEAD BOARD VERTICAL BEAD BOARD — II - TING TO MATCH EXISTING iG MATCH ¢%Ia NEW PORCH ROOF 2NDF OOR rvew PaRcx RCGP II 2ND FLOOR _ _ - J ® AECHIiSCT I uI FmA HIT1CiNL5CEEL 1 A1?CNIiECT LLC WE I Icy crC lrmEr i MYSEcl C C rcen 55 � . r:[oco)5Ta-rte S FLOOR - T — F'.[650)556-5Y15 I 15T FLOOR 0, 0 DATE: 0911aNA i 3 R�- EAR ELEVATION I FRONT ELEVATION 114 - 1 -D-0 A-1 _1 Oq