SECTION: 15 ZONING RULE LOT AREA 6134 S.F S.F. BUILDING AREA (FOOTPRINT) LOT COVERAGE 20.2% 24.86' FRONT YARD SIDE YARD 8.

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Charleen Cannon
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1 PROPOSED 1ST FLOOR PROPOSED 2ND FLOOR Anthony Hatziioannou Architect, P.C. EXISTING 1ST FLOOR ZONING CALCULATION JURISDICTION: TOWN OF OYSTER BAY SECTION: 15 BLOCK: 71 LOT: ZONE: RESIDENCE R1-7 PERMITTED USE: SINGLE-FAMILY DWELLING ZONING RULE EXISTING PROPOSED REQUIRED TOTAL LOT AREA 134 S.F. 7,000 S.F. [MIN.] 134 S.F. BUILDING AREA (FOOTPRINT) 41 S.F [MAX.] 1429 S.F. 23.2% 25' 8.00' LOT VERAGE 20.2% FRONT YARD 24.8' 25' SIDE YARD 8.08' 20' TOTAL / 8' MIN SIDE YARD.42' ' 20' TOTAL / 8' MIN REAR YARD 38'-11" 2 STORIES BUILDING HEIGHT 25% 25' 2 STORIES 21.5' TOTAL 25' 38'-11" 2 STORIES/28' 2 STORIES FLOOR AREA SUMMARY AREA EXISTING FIRST FLOOR SEND FLOOR TOTAL F.A.R. PERCENT ADDITIONAL REQUIRED 33 S.F. 187 SF 1420 SF 429 SF 591 SF 1020 S.F. 12 S.F. 778 SF 27% % = 2440 [30% OF LA ABOVE,000 SF] = 2440 [30% OF LA ABOVE,000 SF] A PROPOSED = 2440 SF 39%

2 X X X GRASS AREA 1 = 4029 SF GRASS AREA 2 = 217 SF EXIST. 1 STORY 10 X 8 DRYWELL GENERAL REQUIREMENTS: Anthony Hatziioannou Architect, P.C. PAVING AREA 1 = 2 SF PROPOSED 1 STORY ADDITION PAVING AREA 2 = 350 SF PROPOSED 2 STORY ADDITION SURVEY / PLOT PLAN & ADDITIONAL REQUIREMENTS A

3 EXISTING 1ST FLOOR PLAN SCALE: 1 = EXISTING 2ND FLOOR PLAN SCALE: 1 = A

4 1ST FLOOR PLAN SCALE: 1 = 2ND FLOOR PLAN SCALE: 1 = A

5 ROOF PLAN SCALE: 1 = A

6 EAST ELEVATION SCALE: 1 = NORTH ELEVATION SCALE: 1 = A

7 SOUTH ELEVATION SCALE: 1 = A WEST ELEVATION SCALE: 1 =

8 Beam and Strap 2 3/8" end distance LSTA 24 MTS 30 C H 8 1" o.c. 5-8d nails top & btm "MIN. BEARING ON STUD FACE CLEAR SPAN CUT LENGTH ROOF RAFTER TO TOP PLATE (ALTERNATE) CS20 1" o.c. (- 8d nails ) " 1" o.c. -8d NAILS May not be installed over sheathing FLOOR TO PLATE A35F/LTP4 LTP4 on plywood 1" o.c. -8d NAILS Provide minimum 1" end distance Equal number of specified nails in each end 1d nail fasteners every hole "MIN. BEARING ON STUD FACE CS 1 STRAPPING DETAILS SCALE: NOT TO SCALE A

9 DO NOT allow workers to walk on joists until braced. INJURY MAY RESULT. ALLOWABLE HOLES - TJI Joists No field cut holes in hatched zones Table A - End Support Minimum distance from edge of hole to inside face of nearest end support ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE DEPTH 9 1 2" " 1 1" 18" 20" Table B - Intermediate or Cantilever Support Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE DEPTH 9 1 2" " 1 1" TJI 2" 3" 3'-" 3'-" 3'-" 4'-" 4'-" Knockouts are located in web at approximately " on-center; they do not affect hole placement. For simple span (5' minimum) uniformly loaded joists meeting the requirements of current Trus Joist product guides, one maximum size round hole may be located at the center of the joist span provided no other holes occur in the joist. 3'-" 4'-" 5'-" 5'-" 4'-" Holes may be located vertically anywhere within the web. Leave 1 8" of web (minimum) at top and bottom of hole. Distances are based on the maximum uniform loads shown in current Trus Joist product guides. For other load conditions or hole configurations contact your Trus Joist representative. ALLOWABLE HOLES - Beams and Headers For uniformly loaded beams only. Rectangular holes are not allowed. No holes in cantilevers. " TJI 2" 3" " 1 '-0" 5'-" 3'-" 8" 10" " '-" 4'-" 8'-" 4'-" 8'-" 8'-0" 10'-0" 3'-" '-0" 10'-" 4'-" 8'-0" 3'-" '-0" 10'-" 4'-" 7'-" 1 4'-" 7'-" '-" 1 3'-" '-0" 8'-" 13'-" 8" 10" '-" 3'-" 4'-" 18" '-0" 1 3'-" '-0" 8'-" 14'-" 20" 8'-0" 1 '-" 10'-0" 14'-" Rectangular holes based on measurement of longest side. " " No holes in headers or beams in plank orientation. WARNING Joists are unstable until braced laterally 8 5 8" Bracing Includes: Blocking Hangers Strut Lines '-0" 5'-" '-" 7'-" '-0" 10'-0" '-0" Sheathing Rim Board Rim Joist WARNING NOTES: Lack of concern for proper bracing during construction can result in serious accidents. Under normal conditions if the following guidelines are observed, accidents will be avoided. 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI joists must be completely installed and properly nailed. 2. Lateral strength, like a braced end wall or an existing deck, must be established at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety bracing lines of 1x4 (minimum) must be nailed to a braced end wall or sheathed area as in note 2 and to each joist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads - like a worker or one layer of unnailed sheathing. 4. Sheathing must be totally attached to each TJI joist before additional loads can be placed on the system. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges.. The flanges must remain straight within a tolerance of 1 2" from true alignment. SCHEDULE OF FASTENERS MECHANICAL FASTENERS BY "SIMPSON STRONG TIE." LOCATION ROOF RAFTER TO ROOF RAFTER STUD TO PLATE TO ROOF RAFTER STUD TO SILL SILL TO JOIST TO PLATE TO STUD SILL PLATE TO FOUNDATION GROUND SNOW LOAD 20 PSF WIND SPEED (mph) SIMPSON STRONG TIE. MANUF. # LSTA / x 2 MTS 30 1" o.c. H 1" o.c. CS 1" o.c. SEISMIC DESIGN CATEGORY 110 C FASTENERS 2" ROOF RAFTER TO ROOF RAFTER 18-10d TO ROOF RAFTER 7-10d x 1 1/2" TO ROOF RAFTER N/R TO STUDS 20-8d Weathering Severe DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. 3" " " 3'-" '-0" 8" '-0" 2" 3" 1 Do not cut holes larger than 1 1 2" in cantilever 8" 1 4'-" 5'-" '-" 10" '-0" 7'-" '-0" 8'-0" 7'-" 9'-" 9'-" 10'-" 4'-" 8'-0" 10'-" '-0" 10'-0" 1 8'-0" 1 1 3'-" 7'-" 9'-" 10'-0" 1 7'-" 1 14'-" 10" 8 5 8" 5'-" '-" '-" 8'-0" '-" 8'-" " 9'-" '-0" 8'-" 1 8'-" '-" 8'-0" 11'-0' 1 14'-" 8 5 8" " '-" 1 13'-" 9'-" 14'-" 1'-0" 9'-0" 1 8'-0" 1 1'-0' 10 3 '-" 8'-0" 9'-0" '-" 8'-0" 8'-0" 10'-0" 9'-" '-" 1'-0" 18'-0" 1 1 1'-0" '-0" 19'-" Cut only round holes and only in the center of beam. ROUND HOLE CHART BEAM DEPTH DO NOT cut holes in cantilever reinforcement DO NOT cut or notch flange. MAXIMUM ROUND HOLE SIZE 4 3 8" 1" 5 1 2" to 20" 2" See illustration for Allowed Hole Zone SUBJECT TO DAMAGE FROM Frost line depth TO STUD 7-10d x 1 1/2" TO STUD 5-8d 5/8" ANCHOR RNER w/ 5/8" BOLTS w/ 3" x ASHER LBP 1/2 Termite Mod. - Hvy TO PLATE N/R TO PLATE 4-8d NYS RESIDENTIAL DE NOTES Decay Winter Design Temp. Moderate 11 NAILING REQUIREMENTS TJI joists at bearings: Two 8d (2 1 2") box nails (1 each side), 1 1 2" minimum from end. Blocking panels, rim joist or rim board to bearing plate: TJI blocking panels or rim joist: 10d (3") box nails at " o.c. Trus Joist rim board: Toenail with 10d (3") box nails at " o.c. or 1d (3 1 2") box nails at " o.c. Shear transfer: Connections equivalent to decking nail schedule. Rim board, rim joist or closure to TJI joist: 1 3 width or less: Two 10d (3") box nails, one each at top and bottom flange " thru 2 1 2" widths: Two 1d (3 1 2") box nails, one each at top and bottom flange " width: Toenail joist to rim joist with one 10d (3") box nail each side of joist top flange. 2x4 minimum squash blocks: Two 10d (3") box nails, one each at top and bottom flange. NAILING SCHEDULE TABLE 3.1 JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING ROOF FRAMING RAFTER TO TOP PLATE (TOE-NAILED) 3-8d PER RAFTER CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-8d PER JOIST CEILING JOIST TO PARALLEL 3-1d EACH LAP RAFTER (FACE-NAILED) CEILING JOIST LAPS OVER 3-1d EACH LAP PARTITIONS (FACE-NAILED) LLAR TIE TO RAFTER (FACE-NAILED) 3-8d PER TIE BLOCKING TO RAFTER (TOE-NAILED) EACH END RIM BOARD TO RAFTER (END-NAILED) 2-1d EACH END WALL FRAMING TOP PLATE TO TOP PLATE (FACE-NAILED) 2-1d 1 PER FOOT TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-1d JOISTS - EACH SIDE STUD TO STUD (FACE-NAILED) 2-1d 2 o.c. HEADER TO HEADER (FACE-NAILED) 1d 1" o.c. ALONG EDGES TOP OR BOTTOM PLATE TO STUD (END NAILED) 2-1d PER 2 x 4 STUD d 4-1d PER 2 x STUD PER 2 x 8 STUD BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-1d PER FOOT END JOIST OR BLOCKING (FACE-NAILED) FLOOR FRAMING JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d PER JOIST BRIDGING TO JOIST (TOE-NAILED) EACH END BLOCKING TO JOIST (TOE-NAILED) EACH END BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-1d EACH BLOCK LEDGER STRIP TO BEAM (FACE-NAILED) 3-1d EACH JOIST JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER JOIST BAND JOIST TO JOIST (TOE-NAILED) 3-1d PER JOIST BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-1d 1 PER FOOT STRUCTURAL PANELS DIAGONAL BOARD SHEATHING 1" x " OR 1" x 8" 1" x 10" OR WIDER GYPSUM WALLBOARD ROOF SHEATHING 8d 3-8d CEILING SHEATHING 5d OLERS SEE TABLE 3.8 7" EDGE / 10" FILED WALL SHEATHING STRUCTURAL PANELS FIBERBOARD PANELS 8d SEE TABLE 3.9 7/1" d 3" EDGE / " FIELD 25/32" 8d 3" EDGE / " FIELD GYPSUM WALLBOARD 5d OLERS 7" EDGE / 10" FIELD HARDBOARD 8d SEE TABLE 3.9 PARTICLEBOARD PANELS 8d SEE TABLE 3.9 DIAGONAL BOARD SHEATHING 1" x " OR 1" x 8" 1" x 10" OR WIDER FLOOR SHEATHING STRUCTURAL PANELS 1" OR LESS 8d " EDGE / " FILED GREATER THAN 1" DIAGONAL BOARD SHEATHING 1" x " OR 1" x 8" 10d " EDGE / " FILED 1" x 10" OR WIDER 3-8d 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED " ON-CENTER AT THE PANEL EDGE. IF Ice shield underlayment required Yes Flood hazard - AIR FREEZING INDEX 49 STAIRS NOTES: ALL STAIR OPENINGS AND HEADERS ARE BASED ON BASEMENT CEILING HEIGHT OF 8'-0" ANLESS SHOWN OTHERWISE RISE, RUN AND OPENINGS FOR STAIRS MAY VARY AS PLAN DESIGN VARIES. MAXIMUM RISER OF 8 1/ MINIMUM TREAD OF 9" WITH AN 1 1/ NOSING. BUILDER IS RESPONSIBLE TO INSTALL BASEMENT STAIRS, LANDING AND RAILINGS. RAILINGS MAXIMUM VARIATION IN RISER HEIGHT BETWEEN 2 ADJACENT RISERS IS 3/1" MINIMUM CLEARANCE FROM WALL TO HANDRAIL IS 1 1/2", HANDRAIL MAY PROJECT LANDINGS SHALL BE AS WIDE AS STAIRS BUT NOT LESS THAN 3" SWING OF DOOR OPENING ON A STAIRWAY SHALL NOT OVERLAP TOP STEP. ALL STAIR RAILINGS AND GUARD RAILS SHALL BE INSTALLED BEFORE DWELLING IS OCCUPIED. 3 OR MORE RISERS SHALL BE PROTECTED BY HANDRAIL ON AT LEAST ONE SIDE. OPEN SIDES OF STAIRS OR LANDINGS 18" OR MORE ABOVE ADJACENT FLOOR SHALL HAVE RAILINGS. OPEN RAILINGS SHALL HAVE GUARDS BELOW RAILING THROUGH WHICH A 4' SPHERE CANNOT PASS. STAIRWAY SHALL BE PROVIDED WITH ELUMINATION AND WITH A SWITCH IN BOTH DIRECTIONS. ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS SHEATHING LOCATION 4' PERIMETER EDGE ZONE INTERIOR ZONE ROOF 2ND FLOOR 1ST FLOOR SHOWER W 2" W TUB 2" W DOUBLE KITCHEN SINK TABLE MILE WIND SPEED (mph) RAFTER/TRUSS SPACING (INCHES, o.c.) GABLE END WALL RAKE AND RAKE TRUSS SHEATHING SIZE 1 1 RAFTER/TRUSS SPACING (INCHES, o.c.) 1" x " OR 1" x 8" SHEATHING " x 10" OR LARGER SHEATHING E - NAIL SPACING AT PANEL EDGES (in.) F - NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (in.) 2" W.C. LAV. 1 1/2" W D/W U.S. 1 1/2"V TIE INTO APPROVED EXISTING SANITARY SYSTEM STRUCTURAL SHEATHING W.C. TUB 2" W PLUMBING RISER DIAGRAM NOT TO SCALE E MAXIMUM NAIL SPACING FOR 8d MMON NAILS (INCHES, o.c.) LAV. 1 1/2"V 1 1/2" W 1 1/2" W LAV TUB F 4 4 BOARD SHEATHING MINIMUM NUMBER OF 8d MMON NAILS WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS SHEATHING LOCATION 4' EDGE ZONE INTERIOR ZONE SHEATHING SIZE 110 MILE WIND SPEED (mph) STUD SPACING (INCHES, o.c.) STUD SPACING (INCHES, o.c.) STRUCTURAL SHEATHING or PANEL SIDING MAXIMUM NAIL SPACING FOR 8d MMON NAILS (INCHES, o.c.) BOARD SHEATHING or LAP SIDING MINIMUM NUMBER OF 8d MMON NAILS 1" x " OR 1" x 8" SHEATHING " x 10" OR LARGER SHEATHING E - NAIL SPACING AT PANEL EDGES (in.) TABLE 3.9 F - NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (in.) E F W.C. 2" W EX. HOUSE TRAP W VTR Anthony Hatziioannou Architect, P.C. A

RAPID RIVER RUSTIC, INC.

RAPID RIVER RUSTIC, INC. TAG UNIT CODE STYLE MANUFACTURER EXTERIOR DOOR SCHEDULE ROUGH OPENING SIZE JAMB SIZE FIRE RATING LABEL NOTES COLOR DETAIL HEADER WIDTH HEIGHT *Conventional construction code minimum for use with A3 only.