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HomeMy WebLinkAbout44359-Z REVISIONS BY MARK McDONALD LOT COVERAGE TABLE TEST HOLE. GEOSCIENCE S66, A�A - SOUTHOLD, 20 00, SITE AREA TOTAL: Ici,45-t sf NEW YORK 11971 �•op• F SCTM # 1000-117-3-10 TEST HOLE DATA 7/28/98) ELEV +9.9' STRUCTURC ES EXISTING PERENTAGE PROPOSED PERCENTASE / 1.0 FT. DARK BROWN SANDY LOAM OL / HOUSE: 11450 sf -7.5% 1,450 sf -7.5% PROPERTY: 1295 OLD HARBOR ROAD•5% ADDRESS NEW SUFFOLK, NY 11956 AGG 5TRUG: 1,121 sf 5.8% 1,121 sf 5.8% 3.0 FT. BROWN LOAMY SAND SM DECK: 138 sf O.-7% 155 sf 0. OWNER: RUSSELL ROBERTS 8.2 FT. PALE BROWN FINE SAND SP / TRELLI5 108 sf 0.6% 108 Sf 0.6% 9 FT. WATER IN PALE BROWN FINE SAND SP TOTAL: 2,51-7 sf 14.5% 2,51'7 sf 14.5% SITE: 19,457 sf = 0.447 ac � ��' STONE 22 FT. WATER IN BROWN SILTY SAND SM DRIVEWAY ZONING: R-40 NOF WATER IN BROWN FINE TO o / Sanford Frriemann & 28 FT. MEDIUM SAPJD SM 'p /" Elizobetrh Friemann SURVEYOR: John C. Ehlers, Land Surveyor z Uj COMMENTS: WATER ENCOUNTERED N o F ^� 1000-117.-3-8.4 6 East Main St. 8.2' BELOW SURFACE, ELEV +1.7' Old Harbor Associates LLC �� Riverhead, NY 11901 0 0 _ 1000-117.-3-8.9 LICENSE # 50202 / ^� DATED 08/22/18 > >- /h, N81'30 39E g2 / ELEVATIONS ARE REFERENCED 1 � . 7'59"� S84'37'44" 'h2��E 2 o� TO N.A.V.D. 1989 DATUM ��/ Uj W ✓ ' �'ti� N� 18.90 33.46' E 66�� IL LuUm 1101 MArO J \ VARIABLE WIDTH "- X06. / RIGHT,OF WAY" 26,e 6g 6 WEST ` z Oy \ W � / CREEK 9'Ae Projec / �� / \ ' GEORG N 0+ Site �. � , "s$ \ STONE \`\\ `7. Or PE�CONIC 1 ' /C) /:5(/17 ti ti �J1 �� bRIVEWAY G BAv Q /,� / 4 RD o 0woo 9 ,•<v ,p �S Dorothy Sargeant & p ./ Howland H. Sargeant O R ,O •� CHARD S \\\ �/) 1000-117.-3-9 �o V ry EX15TING q »E y OUROS RD. c \��� z O / O� PARKING 84.1 00 11000 U. AREA C7, 1 .45 EXISTING GARAGE TO BE \`\\\ _ LL ekls RENOVATEDU;. A z \ Q w ❑ Lm ♦^ NEW SUFFOLK AVE. Q v♦ N/O/F c, Russell Roberts EXISTING BASEMENT STAIRS JACKS NST. 1000-117.-3-8.8 �ry TO REMAIN O W Old Harbor �' ,,� �� t .1 ♦ EXI5TIN6 AG EQUIPMENT \:.� Z Z pp cb ! .i TO REMAIN �. . , \,� W Road %� <v G1�EAT /, It EXI5TING DECK TO REMAIN \ ry O , PECONIC ,p �BAY .ry 15 - EXISTING BRICK TERRACE N/0/F �'s �N 1 ~ 't Tj ON GRADE TO REMAIN Kwit Susan T H Rev Trust cp.� f 1000-117.-5-12.1 �o e SS klst�n9 AIQ 108:0.► EX�Sr�NG c '9�S ARAGF 1 R o- 06 Z• ` - LO r EXISTING TIMBER WALL TO REMAIN \�-{-`� t- I a 9T;8•• NEIGHBORIN o EX�S ♦ EXISTING G WOOD DECK W J 3 92''„ TING = a EXISTING STAIRS TO REMAIN 0 r,v k \ STS G 5 w, a N { �:. '''• X15TING VEGETATED BUFFER EXISTING MA50NRY PATIO r�RRACE to ON GRADE TO REMAIN / ♦ Z � / / ; EXISTING TIMBER GROIN i � V h i EXISTING HOUSE TO REMAIN ` mQ - /�5'S� IF FLOOD ZONE LINE Y / Nysr FAc � Ar k o FC EXISTING MASONRY PATIO ON �cF 100•S D �h MEAN HIGH WATER MARK GRADE TO REMAIN �'` 10 _ 4 rRV vey0 TegC� �' Co 0 EXI5TIN6 WOOD TRELLIS �ti� ted,,♦ l F LgND ,h C u t c h o g u e STRUCTURE ABOVE TO REMAIN moo-. FLOOD � r ZONE X ^� Harbor C1 / I %0,7,00'',il %l - N/O/F 'sem-♦ , _. . Tuthill Glueck Nora & PROJECT NO: Tuthill Lawrence Sr. - "% ///r///') �i EXISTING WOOD DECK 1904 lll:,''ill//ll/i/l ,' 1000-117.-5-13 FLOOD /� DRAWN BY: ZONE VE , UT ♦ ELEV 5 X15TING VEGETATED BUFFER CHECKED BY: EXISTING BULKHEAD TCS DATE: 5� ► ' 9/25/19 cn SCALE: P% F- w ♦ v MEAN HIGH WATER MARK SHEET TITLE: SCALE: I " = 20'm0" . rn FLOOD ZONE LINE Old Harbor ♦ SITE Road PLAN N/O/F Tuthill Glueck Nora & Tuthill Lawrence 1000-117.-4-14.1 SHEET NO: BID & PERMIT SET IND-BORNE DEBRIS PROTECTION FOR OPENINGS (D T S STRUCTURAL REVIEN 51' STEVE MARESCA, PE FOR NALL OPENING PROTECTION OF 120 MPH S-SE:GOND lel I ND ISUSTS 188-0- //NEST MONTAU< H I GHNA)"/ HAMfi�TON B,AYS, 1�Y I I ci4& ( MAXIMUM MEAN ROOF HEIGHT: 55 SIMPSON LSTA - 20 6A6E PHONi= �J5 I -720 ci480 RIDGE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY xew � RH �F�R v oEACH CLASSIFICATION DESIGN CRITERIA : ICE SHIELD UNDERLAYMENT S I NC7LE FAMILY RESIDENTIAL SHUTTER ASSEMBLY I N, REQUIRED - 24 FROM EDGE DE51 GN IN ACCORDANCE WITH AMERICAN0 N.T.5. °al' FOREST PRODUCT5 WOOD FRAME FOR PANEL SPANS: 0 < 4'0 WIDE SPAN 1 \ \ CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE 23/32 (3/4') APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I HEIGHT PRE50RIPTIVE METHOD (OVERLAP AROUND OPENINGS 4") 1 ALTERNATE POSITION OF i I I SURRR�NNN 3GLIP USE S -0 MAXIMUM GROUND SNOW LOAD - 45 PSF. ASSEMBLY: I FIRST LEVEL - 40 PSF. L.L. J ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ °I I LIVING AREAS - 40 PSF. L.L. Z #10x3" (w/ WASHERS) GALVINI:?ED OR STAINLESS STEEL ., WOOD SCREW ® 16" O.G. I 1 51MFWN H2 HURRICANE BEDROOM5 - 30 PSF. L.L. ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: I I CLIP NAILED. FROM ' RAFTER TO STUD. - WIND 5PEED - 130 MPH -� #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-1/2 ( W/ WASHERS) I I TYPICAL ALL RAFTERSIm MACHINE BOLT ® 12" O.C. e�-' I 5 - Sd NAILS EACH END 5E 15M I G DE51 GN CATEGORY - B W 0 APA RATED PLYWOOD TO WEATHERING - SEVERE I.I.. 'I = � e e EXTEND TO TOP OF TOP PROVIDE Sd COMMON FROST LINE DEPTH - 36 I PLATE. EXTERIOR S a 1ED6E OF ALL TERM I TE - MODERATE TO HEAVY 0~ \ i SHEATHING. TYPE OF CONSTRUCTION DECAY - SLIGHT F- ® w e CONVENTIONAL LIGHT FRAME NOOD IGE SHIELD UNDERLAYMENT REG2UIRED - YES co ♦n Z 11 GONSTRUGTION Z D 1 0 Q 1 I ULTIPLE SECTION ASSEMBLY: �..� 1 I I i 1/4" THICK BOLTS ® 2' 00 Q 1I I , GENERAL NOTES > O J 10 I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY I I 1 I I ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE z I I I I I PLYWOOD SHEATHING W CONSERVATION CODE, AND LOCAL AUTHORITIESCODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. Q � .TO OVER LAP BOX 14. THIS STRUCTURE HAS BEEN DESIGNED IN BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY I 1 I MINIMUM 28 DAY STRENGTH OF 3000 P51 CONSERVATION CODE. 1 1 I I I SIMPSON MST2'7 1 I 1 1 1 1/2" WIDE - 20 GAGE 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL O 1 I I I I I METAL STRAP 048" oG. LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. LO It 1°r' 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE w m SHUTTER ASSEMBLY 1 I I I I I I I DOUBLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. N 1 2 x 6 ®16" O.G. PLATE r I I I I I RT STUDS PARTITIONS, EXCEPT AS NOTED ON DRAWING. 1'7. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE N.T.S. 1 1 I 1 I I 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM FOR PANEL SPANS:4' OR WIDER SPAN I I I°j' FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS, 3/4" DIAMETER. O I I I i I 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 6. ALL DIMENSIONS AND GRADE CONDITIONS To BE (OVERLAP AROUND OPE14INC75 4") I ( 1 1 VERIFIED BY CONTRACTOR(S) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER WRAP + NAIL STRAP AND OWNER. 2x4 STRONG-BACKS ® 24" OG 1�- AROUND SILL PLATE 4 - 8d NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS I I AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A SOIL Iii. DO NOT BACKFILL AGAINST FOUNDATION WALL5 ASSEMBLY: I I SIMPSON MST2'1 BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. U. PREASSEMBLE PLYWOOD TO 2x4'5: # 10x3" (w/ WASHERS) GALVINIZED OR 1 1 1/2" WIDE - 20 &ASE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT 1 METAL STRAP ®48 00. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLESS STEEL WOOD SCREW 0 12" O.G. I,1 ' CONCRETE SLABS TO BE COMPACTED TO q5% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ NAIL 5HEATHING To SILL PLATE ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. otS Z •- "�~ ' O.G. . RELATIVE DENSITY . o 8d NAAL5 ® 4' #10x5" (w/ WASHERS) GALVANIZED OR STAINLESS STEEL : c, WOOD SCREW a I6" O.G. 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND `O , �:,_:, 7. ALL HEADERS 6.0 FT I N LENGTH AND OVER TO BE ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2 - #5 REBAR «�•..�:;•:. Q • r `� # " ' ' q TREATED.SSUPPORTED BY DOUBLE UPRIGHTS, Q.O FT AND OVER ON EACH LEVEL OF DWELLING AS REQUIRED BY Y #10 TEE NUTS ATTACHED TO BLDG. w/ 10x1-1/2 ( W/ WASHERS) ,`�•''' NEW YORK STATE BUILDING GORE. .J MACHINE BOLT ® 12" O.G. +' Y'� ''%s • BY TRIPLE UPRIGHTS. ALL HEADERS TO BE a o SEE FOUNDATION DWG. Y`�ti, ?- I--O �- `' FOR DE516N. X0 v' �' 5/8" x 12" A.B. 648" 00. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO X 8. PROVIDE FIRESTOPPING AT ALL LEVEL w •w z W a i;,:;J;�'•t:., w/ FENDER WASHER. �+ AN EXISTING DWELLING REQUIRING A BUILDING PERMIT �- w" I N D® V - GLAZED OPENING �f �j PENETRATIONS = Z NOW REQU I RE5 THAT ALL SLEEPING ROOMS I N THE w . ui Q. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED <N 0 0 PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. w • N = IN ACCORDANCE WITH LARGE MISSILE TEST OF AND DECKS ETC.. Iq ASTM E l23. THE NYS GORES ALSO APPLY TO ACCESSORY Q ' • ~ a�Ib AND OF ASTM 1886. CONTRACTOR MAY USE WOOD 5TRUCTURAL PANELS IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN '�' SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. 0 PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH CRITICAL LOAD PATH HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO II. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD PANELS OBE MAINTAINED J ' POSTS , HEADER + SILL PLATE. SHALL COMPLY W/NYSBG CHAPTER #2304.q.6 FOR THE INSPECTION OR SUPERVISION OF LABEL LOCATIONS ON EACH PANEL. THIS CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE ` CONTRACTOR. o J�A NAILING SCHEDULE FRAMING NOTES TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL CODE I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4 � � C'~ F�iSlr p;Ff \,m� 0. DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGE5 AND 6 d ® 12" o.c. o BETTER. INTERMEDIATE. SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES 2. ALL SHEATHING TO BE APA RATED EXPOSURE 15/8" PROJECT NO: h OT MIN. THICKNESS OR AS NOTED. II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 1804 RAFTER/TOP PLATE 3-I6d (TOE NAILED) AND WATERPROOFING SHALL BE SPECIFIED BY ARCHITECT. O (IO O CEILING JOIST/TOP PLATE 4-95d (TOE NAILED) 5. ALL 5UBFLOORIN6 TO BE APA RATED 5TURD-I-FLOOR, DRAWN BY. CEILING JOIST/PARALLEL RAFTER 8-16d (FACE NAILED) EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT a CEILING JOIST LAPS OVER PARTITION 1-16d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE COLLAR TIE/RAFTER 4-I0d (ea. end 1-1/4" strap) NAIL PLYWOOD SUBFLOOR TO FLOOR .JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: GABLE ROOFS BLOCKING/RAFTER 4-8d (TOE NAILED) �� TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE TCS �- 4. ALL HEADERS 6-O AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, CLIPS AT ALL PERIMETER JOIST TO GIRDER o Flo RIM BOARD/RAFTER 4-I6d (END NAILED) DATE: TOP PLATE/TOP PLATE 2-16d (FACE NAILED) a-O AND OVER WITH CONNECTIONS. 10/21/19 o TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A TOP PLATE AT INTERSECTIONS 4-16d (FACED NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA a STUD/STUD 2-I6d (FACE NAILED) h HEADERMEADER Ibd (FACE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL NTS TOP or BOTTOM PLATE/STUD 3-I6d (END NAILED) AND FLOOR BE AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND SHEET TITLE: o o ® 8-O O.G. MIN. PROVIDE 2 SPACE FOR AIR Io o X45 BOTTOM PLATE/FLOOR JOIST 3-I6d (FACE NAILED) HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED o JOIST/51LL, TOP PLATE or GIRDER 4-8d (TOE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB BRIDGING/JOIST 2-IOd (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( sky IIght5, 5TIFFENER5 SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL h BLOCKING/JOIST :2-10d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 5/4" GABLE ROOFS BLOCKING/SILL orTOP PLATE 3-I6d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NOTES & O O �. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL 100< o <,30 0 10 < O X45 LEDGER STRIP/BEAM 4-I6d (FACE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. PERIMETERS. HANDLING, STORAGE, AND ERECTION OF JOIST ON LEDGER/BEAM 3-I6d (TOE NAILED) COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS PROVIDE Sd COMMON NAILS a 4' o.C. RECOMMENDATIONS.AT HIGH PRE55URE ZONE - 6" O.G. SAND JOIST/JOIST 3-I6d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED HIP ROOFS AT INTERIOR PORTIONS of ROOF - TYP. BAND JOIST/SILL or TOP PLATE 3-I6d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. oo PLYWOOD ROOF DECKING Sd ®4" O.G. EDGES, @8" O.G. FIELD Io < o "TECO" OR APPROVED EQUAL. GED ALVANIZMACHINE BOLTS 12 50 STRIP SHEATHING Sd (ONE/RAFTER) " o.G.. SHEET NO: PROVIDE Sd NAILS ® 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING Sd ®4" O.G. EDGES, @8" 0.6. FIELD Q. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. PORTIONS OF PANELS IN HIGH PRESSURE ZONES. PLYWOOD 5UBFLOOR DECKING Sd ®6" O.G. EDGES, @12" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING 15 AN INSTRUMENT PREPARED TO NOTE : a = 4 FT. IN ALL GASES SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FAC I L I TATE CONSTRUCTION AND SHALL NOT BE COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. BUILDING PERMIT/BIDDING EXISTING ROOF STRUCTURE TO PROVIDE NEN MASONRY REMAIN. PROVIDE ADDITION FOUNDATION UNDER EXISTING FRAMING AS REGU I RED WOOD FRAME STRUCTURE im EXISTING O ' AT GARAGE N4LL5, SISTER EXISTING 2x4 FRAMING vi/NEN 2x4 FRAMING. REMOVE EXISTING .I 0- 51 D I NG, PROVIDE NEN BOARD f�•�% INENI 2x4 FRME I 0✓ I I I I I I I N I - �\� G'� NALL BD p✓-I I �-- � �BATTEN S 1 D I NG ON BLDG. PAPER 2X� — — — — O — I Z ON s/8" PLYND. SHEATHING 2 STORAGIE I� 1 r 1 O I� 71 I� �1 — I� 71 w - .. LONER LEVEL I I I I X I I I I y 1 1 J i I N I I I I i i i Q✓ FOR NEN FIXED 5KYL I GHT5,, . � O 3 2x4 TO L-� L_.J _ �� _ _ Sky I i hts j bone _ n� (� = PROVIDE VELUX #CO&, APPROX. W u- J` ) _ r _ 11 iX o �- 1 ,-�„x3,-I O" v _ I DGE r - ° - I LVL IDG BEAM _ / / I 21 II-� 8" L CON RI E I ^40 x ,� - G�R�GE � _ -�. II L J OI N � O GONG. SL _ _4 o/d STL. COLUMN, CA ED •I I N m �"' ® w cl) cn Z DN Q� Q I NEN 4" RE I NF. GONG. SLAB _ PROVIDE 2x8 TR. ND. SILL, BOLTED TO Z (� Q �� ; o HOOD STAIRS XIII N I FOUNDATION. PROVIDE 2x8© 1 C" STUD51 uj O 14'-I O" 21 I-all 51 STERED TO EX 15T1 NG, w/)N5ULAT I ON INTERIOR FIN15H Q \ \ _ > O TW 036 O m \ TW 036 TW 036 . \\ \ I I REMOVE EX 15T I NG SIDING. PROVIDE W = 6 5 6 _all6 5 -511 I I \ _ _ _____ _ _ _ _ __ _ -- - - -- --- _ __ ___J I NEN BOARD I$ BATTEN EXTERIOR SIDING 0 `-------- -- ---- ---- - - - —- -- -- — J ON BLDG. PAPER, ON 5/8" PLYNOOID JO REMOVE EXISTING OVERHEAD SHEATH I NG, ALL 51 DES BUT NORTH, Lo NHERE SIDING HA5 ALREADY BEEN uj a) DOOR. PROVIDE NEN CI'x-T' N DOOR PER SPECS. REfi LACED o rvm Lo' = 1' r R m rmft L A SCALE: 1/4 -0" 4-71-1011EXISTING �s z 10 1-511 15 - N <. 2 211/227/ 'I N a • M Of \O`00 t J �• QY IN- ° w W --I• F z wa = a z " LLF ------- - - -- - - ----- - - ---- -- - - -- - - -- -- - --- --x------ - --1---- - - W Q N W• N = MOVE GONG. 5L B I , 'E \ \� EXISTING GONG. BLK. I 71I I �- N N. ;' PxRO 2 "�N ?�T� I ,L� ' t _ FOUNDATION NULL TO I l: 'LONER ' �� \ \ \ I I \ / , ,��; Q REMAIN. VERIFY OOTING \ \ r \ I FLOOR!PROV I DE y _ \ �/ o I I CONG REMOVE EXISTING GONG. \\\ \ \ \\ I �II \ ,� SLAB. PROVIDE NEN RE I NFORCED GONG. 5L�-4B, \ \ �� X I I' PROVIDE 36 x3C x 12 I I � LEVEL TO MATCH EXISTING \ \ \ \ \' = r �' /� N�ERE' FL�O fi�'l; GONG. FOOTING, RINE. I I �- �- \ I I I AREA L.EV L \5 LOWER E: I t" t I w/(3)#4 BARS EAC NAY VSHONN\H GHE\/ N \ \ \ \ IX %I '' �` ' ; .i = REMOVE GONG. SL)6,%B \\ \ \\ \� Al R �OV ;x lI u� ABOVE. REPLACE w/NEN 4" PROJECT \ \ u?� , \ �' NO. ss \ \ \ I \ \ , cSJ GONG. SLAB, REIN ORCED / M,4��ONR NAL � A I I I 1804 \AIA' \ GOMI�LETE w/6xC-2.�f x2.ci NN I t I DRAWN BY: '' I I = TS \\ \ x / � ` - - -- - - -- -- --- - -- - - -- - - ----I I -I CHECKED BY: likDATE: , - - ----- - - ---- --- - -- --- - I 110/21/19 SHORE OR RAISE FRAME STRUCTURE. SCALE: _ 1/4'9 - 1 - 0 \ - - - ------ ---- -- -- --- ---- _-- J I REPLACE EXISTING CONC./BRICIG \ -- - - REMOVE EXISTING TR. FOUNDATION. PROVIDE NEN 8"xl6" GONG. SHEET TITLE: -- -- -- - - -- - - -- - - - - ----- ND. RETAINING NULL AND FOOTING, w/(2)#5 REBAR., AND NEN GONG. � 1' \ 50 I L, TO GRADE BLit. FOUNDATION NALL. PROVIDE s/8"x 12"�2 ANCHOR BOLT5 ®48" I N FILLED CORE5. PLANS \o ' SHEET NO: FUUMDATRUAM PLA N- SCALE: 1/4" = l' -O" NEN S<"rL I 67HTS, VELU5 #CO& IN EXISTING ROOF. REMOVE EXISTING SHINGLES, AND PROVIDE NEW 500# ROOFING SHINGLES PER SPECS. \-v L PROVIDE STEP FLASHING AT z ROOF/WALL INTERSECTION 203 203 I EXISTING SIDING TRIM TO REMAIN, THIS SIDE ONLY z - - - - - - - - - - - - - - - ------ - - - - - - - - - - - - -UPPER CONC. SLAB- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o LONER GONG. SLAB uj LL r- - - - - - - - - - - - - - - - - - - - - - - -- - - - NEW FOUNDATION $ FOOTING - - - - - - - - - - - - - - — — - - - - - - - - - - - - - - - I 1 1 3: - - - - - - - - - NEW FOUNDATION FOOTING - - EXISTING FOUNDATION TO REMAIN r - - - - - - - - - - - - - cf) - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -i Lij - - - - - - - - - - - - - - - - - - - - co co Z 1pv' 10Kw` m"11m1m =WES_T_ ELEVA ION' SCALE: 1/4" = V -01' 0 m " A W < NUK__1_ HmEA%o_,5mr1 EMLEVART1011mW 0 SCALE: 1/4" = V -101" < 0 ww > 0 REMOVE EXISTING ROOFING. PROVIDE PROVIDE STEP FLASHING AT 0 NEW 500# ROOFING SHINGLES PER ROOF/WALL INTERSECTION z W SPECS, ON 50# DLID67. PAPER (TVP.) 3: O LID REMOVE EXISTING TRIM. IIRO\/11:;)E Ix4 04 PVC CORNER BOARDS AND EAVE NEW OVERHEAD LLI LL REMOVE EXISTING 5IDIN6. PROVIDE DOOR I x I O CEDAR BOARD $ BATTEN SIDINO TW2036 TW2036 A 007 FE ON 50# BLDG. PAPER ON 5/a" FLNrNr;). FWG ?- )611* T—TT-11 SHEATHING - -- --- - LONER CONC.-SLAB - - - - - - - - - -- - - - - - - - - - - - - - - - z NEW FOUNI:;>A-VION FOOTING - - - - - - - - - - -- - - - - -- - - - - - - - - co <. 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PROVIDE TECO O Q CONNECTIONS TO NEW RAFTERS w O Q � � REMOVE EXISTING ROOF 5HINGLES. > EVALUATE SHEATHING. PROVIDE NEW O m ASPHALT ROOF SHINGLES ON 30# Z BLDG. PAPER W = SISTER EXISTING RAFTERS w/2x10'5. PROVIDE BATT 0 INSULATION $ Y2 GYP. BD. FINISH TO EXTENT POSSIBLE, EXISTING ROOF RAFTERS TO REMAIN. SISTER EACH 0 w/NEW 2x10 RAFTERS, BEARING ON LA NEW � EXISTING TOP PLATE C4 N m Y2" GYP. BD. ON GLC. PROVIDE SHORING FOR STRUCTURAL 0 WALLS (TYP.) STABILITY. REMOVE EXISTING Y2' GYP. BD. ON GLS. // P05T5, RAFTERS $ COLLAR TIES. $ WALLS (T-(P.) / NEW I x4 PVC FASCIA NEW CEDAR BOARD 4 BATTEN SIDING -! ,� Z ON 30" BLDG. PAPER ON %" PLYWD. - co a M V�OfR< HOFHOF N � v N NEW 2x4 FRAMED WALL w/BATT - o cn ^ INSULATION $ GYP. BD. FINISH - Y r co LINE OF EX II�TI NG GONG. SLAB =N -' r w z W TO BE REM§/ED EXI5TIN6 FOUNDATION, WALL $ -' w, W \ NEW 1I'" thk. ICbONG SLAB %t� F I N 15HE5 TO REMAIN. VERIFY ANCHOR BOLTS $ STRAPPING NE.W 4" hk. CO SLAB F RE I NFORCEDI w/6x(b, 2.lx2.cf NAM REINFORCED w x6, 2.cf x2 ci NINM , M II �\ 1 I cn v) SLABS , \ .l 't h •1• J.' L t y+• ,y. 1 .e h q •il+ n. +.its: i%A•. 't p I. 'I Y f. .) :•^5'•. 'h'i: 1: 't: iJ` Gt'. CP.' 'f^. Y'':: # ,4`: •tet -!x:: :a •`'r:�+.'d''s• ,t. ». . •- ':iz C .�' '•-'i. 'Y: '"�`'t' •'Ya�' c• :t ;•• :'r - tz s n:• � Yc: x •Y• M i # .i�:.. .! 7.. •. .4.: •st., .. .1 ii%' r 7•' ilf`rf r:......, '} q 8 x16 GONG. FOOTING w (2 4 NEW / ) / / REBAR AND 8 THfG. GONG. BLK. \ \ \ \ \ \ \\ Xx \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \ \ \� \� \\ \� \� \\ \ X/ X/ X/ \ \ \ \ \ \ \ x\\ \ \ \ \ \ \ \ \ \ \ \ \ FOUNDATION \ \ \ \ \ \ \ \ \ \ \\ \\ \\X\\ \\ \\ \\ \\ \\ \ / �, % xx x // X//,XM N / / / / / / / / / / / Y^ Z< / / / / / / / / / / / / / / / / / / / / / / 1:•f. Yom; / / -j \ , \ \ x \ \ \ \ \ \ \ \ \ \ \ \ \/ \ \, \/\/\/ PROJ ECT NO: \ 1804 x/\ \ DRAWN BY: / TS T �\/� / /�� CHECKED BY: SCALE: 1/2" = l' - 0" SCALE: 1/2" = V - 0" DATE: 10/21/19 SCALE: 1/211 /2" = 1' - 01, SHEET TITLE: SECTIONS SHEET NO: B I D P E R M 11" S El"