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Home My WebLink About38570-Z ~usE3soE~ ~P3B5~-~ STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 ' READY MIX CONCRETE. ALL FOOTINGS, FOUNDATIONS, ETC SHAM REST ON PROPOSED UNDISTURBED SOIL ADDITION ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. ASPHALT SHINGLET - EXr'c WALL 1/2" CDX PLY r IS= NEW WALL Tool shed Tool shed r8R LR Z [HEM W 2X4 R.R. @ 16" HURRICANE CLIPS e - - - (2) 2X4 TOP PLm Ti 2X4 WALL STUDS BATH COTTAGE ' 52 SHED GARAGE TRT'D 2x4 SILL BR LR 1(2-SF GREENPORT, NY 29 BREEZY SHORES 4' CONC. SLAB ON GRADE w SISTER 1.75'x7.25° LVL HEADER ARCHITECT i TO EXi'G 6z6 CONTINUOUS BEAM ON COMPACTED SOIL (2) 2X6 HEADER 9 FRANK UELLENDAHL L - - - $ CONC. FOUNDATION- 123 CENTRAL AVENUE BR NEW WINDOW TO MATCH EXISTING 188SF 1 PORCH o GREENPORT, NYYO11944 1 ;2 1~2' ,r_31/4' PORCH DECKING TO MATCH EXISTING 1 TEL 631-477 8624 L 44 1, ~F L'Aj I REMOVE EXT'G PIERS AND REPIACEiw[ OWNERS SECTION SHED ORIGINAL HISTORIC TURNED COLUMNS 10 MATCH EXT'G MARGARET ODENW KIP BOGDAHN REMOVE HALF WALL AND REPAIR PORCH FRAMING w/ 2X6 TRT'D DECK JOISTS ERIC SCHMIDT 016" O.C. BOSTON, MA FLOOR PLAN x \TE~aEO q POP OEM== /4 1 E( A ® o \11 P~ N F5 NEW POST TO T H EXT'G < NEW 8' CONC. FOUNDATION (2) 2x8 TRYD PERIMETER BEAM L I~ p_11 7 w/ ABU44 STAN P07 BASE RQ# 7-10' F 4'-4' 8'-0' NrREPLACE EXf'G LOCUST POST FOOTING WITH 8" DA CONC. FTGs IF NEEDED s '''lr p' PROPOSED WEST ELEVATION 0 o m ® ROOF TO REMAIN g o a DATE: 1172272013 ?~E] [MIME DEM SCALE. 1/8" = 1'-0" ~DE] ??0 PIER TO BE REM D ; FLOOR PLAN ELEVATIONS EXT'G ROLL-UP GARAGE DOORS EXT'G PORCH FRAMING TO BE REPAIRED/RECONSTRUCTED BECAUSE OF SEVERE ROT SECTION DWG. NAME TO BE HINGED BARNNCD~~/ WOODEN EXISTING WEST ELEVATION A_1 SCTMJ = 1000-53-05-12.6 gig DWG. NO EXT'G SHED IS BEVERLY DAMAGED/ SUFFOLK AND WILL NEW ONCRETEEFOUNDAlOA AN6 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CONC. SLAB E GRADE COUNtt, NEW YORK PROPOSED ADDITION o ICE SHIELD UNDERLAYMENT rc MIN 2'-0° REQUIRED - 24" FROM EDGE z HURRICANE CLIP 4, W TYPICAL. Q YI MAGE SIMPSON H2A HURRICAN GREENPORT, NY CLIP NAILED. FROM PROVIDE 8d COMMON 29 BREEZY SHORES RAFTER TO STUD. - EXTERIOR 4EDGE OF TALL ARCHITECT TYPICAL ALL RAFTERS SHEATHING. FILL ALL NAIL HOLES FADER- (RANK UELLENDAHL 123 CENTRAL AVENUE P.03OX 316 APA RATED PLYWOOD TO GREENPORT, NY 11944 EXTEND TO TOP OF TOP TEL: 631-477 8624 PLATE._ OWNERS g MARGARET NEIDENRY SCOTT WINSLOW KIP BOGDAHN ERIC SCHMIDT (2) 1 1/WIDE - 20 GAGE BOSTON, MA METAL STRAPS AT DOOR FOR ° TEL, 917-754-2989 R.O. FOR DOOR HEADER TO STUD CONNECTION ; A l 01 l SLAB ON GRADE ACQ SILL PLATE TOP OF FOUNDATION s WRAP + NAIL STRAP AROUND SILL (PLATE AT ANCHOR BOLT 1 1/4" WIDE - 20 GAGE METAL STRAP ® 48" OC. 1 1/4" WIDE - 20 GAGE g w 5 - 8d NAILS METAL STRAP ®48° OC. MAXIMUM. CONC. SLAB o NAIL SHEATHING TO SILL PLATE s Sd NAILS ® 4" O.C. m ~1 2 x 4 SILL PLATE Y' ' r ''.e t t c l r x rl t' r3 t ne; 1.111, 1, -t o ACC) TREATED. r r t t 1 i - i ALUMINUM TERMITE FLASHING (2) #5 REBARS x - 5/8" X 12" A.B. ® 48 OC. r e ^ w/ 3"x3'x3/16" FENDER WASHER rs + r r r . ri . 2~,; & 6 DATE: 11/22/2013 (max. 12" from end of sill plates) v.. SCALE: N.T.S. 8" P.C.FOUNDATI ON s~ W/ 1'-4" X 8" CONT. FTG.-> CONNECTORS DWG. NAME A SECTION ELEVATION ® DWG NO -z HOLD DOWN + SHEAR CONNECTION CRITICAL PATH FRAMING NOTES NAILING SCHEDULE TABLE 3.1 - WFCM ? PROPOSED Joint Description Nail Sizes Nail Spacing ADDITION 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED Y DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR a~oF ~~AM,~c BETTER. X Rafter to Top Plate (Toe- ailed) - all Height: 10 It, Spacing 16" O.C. (Table 3.3A) 4 - 8d per rafter Z 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" Ceiling Joist to Top Plate Toe-nailetl~ n/ per joist w W MIN. THICKNESS OR AS NOTED. Ceiling Joist to Parallel Rater (Fa e-nailed) n c each lap Ceiling Joist Lops ov r Partitions Face-noted) n/a each lap T e to Rafter Faceiled) n/a per tie 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, Collar Blocking to Rafter ( o -nai -no led, 2 - 8d each end EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF Rim Board to Rafter End-naffed) 2 - 16d each end PLYWOOD TO SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. _ AM ^1G 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Top Plate to Top Plate (Fac -nailed), 2 - 16d per foot COTTAGE WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH To Plates at ntersection Face-nailed) 4 - 16d joints-,path side 9 II 2 - i6d 24 o.c. !12 TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Stp ud to Stud Foce-noile GREENPORT, NY MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. Header to Header (Face-nailed) 16d 16° o.c. along edges Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud 29 BREEZY SHORES 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS 2 - 16d per 26 stud o ARCHITECT AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 2 - 16d per 2x8 stud ® 8'-0" O.C. MIN. PROVIDE 2° SPACE FOR AIR FRANK UELLNDAHL CIRCULATION IN ROOFS. Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face-nailed) 2 - 16d per foot C3 123 CENTRAL AVENUE P.OeOx 316 6. DOUBLE FRAMING AROUND ALL OPENINGS sk li hts, =_oo~ -~F+v~~.c ° GREENPORT, nm 11944 stairs etc.) OR AS NOTED ON DRAWINGS. ( y 9 s? TEL, 631-477 8624 Joist to Sill Top Plate or irder (Toe-nailed) 4 - 8d per joist OWNERS 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL 3 dging to Joist Toe -nailed 2 - 8d each end PARTITIONS OR AS NOTED ON DRAWINGS. Blocking to Joist Toe-mile 2 - 8d each end MARGARET HEIDENRr Blockin%to Sill or Top Plate ( Toe-nailed) 3 - 16d each block SCOTT WINSLOW . ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Ledger Strip to Beam (Fac -nailed) 3 - 16d each joist KIP BOGDAHN 8 RATED GALVANIZED METAL CONNECTORS BY Joist on Ledger to e-nailed) 3 - 8d per joist ERIC SCHMIDT WITH , MA Band Joist to Joist End(tond-nailed) 3 - 16d per root w BOSTON, MA TECO" OR APPROVED EQUAL. Bond Joist to Sill or Top Plate (Toe-nailed) 2 - 16d per oat TE 4-2989 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. RFED 4 BUILDING ASAMINIMUM. ALL 6 STUDS RECEIVE 5-11oD NAILS AT SILL AND PLATE. Structural Panels 8d 4° ox, perimeter zone 'c) U Z SHALL R ~ ALL EXTERIOR NAILS SHALL BE GALVANIZED. other 6 o.c. edges of panel, 12" o.c. interior ~ ~ , 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4° Diagonal "Boar., Sheathing " of panel o.c. EXTERIOR EDGES AND 6 d ® 12° o.c. 1. x 6 or 1 x 8 2 - 8d per support III INTERMEDIATE. 1" x 10" or wider 3 - 8d per support 1 it. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING aT 2 . - AND WATERPROOFING SHALL BE BY ARCHITECT. Gypsum Wallboard 5d I 7" edge / 10" field ~1 I F4 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE - o AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY 'TECO" OR APPROVED EQUAL. FOR Structural Panels 8d 6" edge / 12" field TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE Fiberboard Panels CLIPS AT ALL PERIMETER JOIST TO GIRDER 7 / 16° 6d 3" edge / 6" field s CONNECTIONS. 25 / 32° Bd 3" edge / 6° field 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL Gypsum Wallboard 5d 7" edge / 10" field 9 PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND Hardboard 8d 6" edge / 12 field HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED Particleboard Panels ad 6" edge / 12" field AS PER MANUFACTURERS RECOMMENDATIONS. WEB Diagonal Board Sheathing " w ° STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND 1" x 6" or 1" x 8" 2 - 8d per support BEARING POINTS AT A MINIMUM. 1° x 10" or wider 3 - 8d per support HANDLING, STORAGE, AND ERECTION OF ~~R s--FlTN n!G COMPONENTS SHALL BE AS PER MANUFACTURERS a RECOMMENDATIONS. Structural Panels DATP tt/2272013 14. ALL MULTIPLE LVL PRODUCTS TO HAVE TRUSSLOK CONNECTORS 1° or less 8d 6', edge field ~ SCALE N.T.S. BY 'FastenMaster' ® 16" O.C. greater than 1" 10d 6" edge / 6 field Framing Notes Diagonal Board Sheathing ° o Nailing Schedule 1° x 6" or 1° x 8" 2 - 8d per support e 1" x 10" or wider 3 - 8d per support 1 16 Nailing requirements are based on wall sheathing nailed 6° on-center at the panel edge. If wall sheathing is nailed DWG. NAME 3" on-center at the panel edge to obtain higher shear capacities nailing requirements for structural members sholl A-3 be doubled , or alternate connectors , such as shear plates , shat be used to maintain the load path. DWG. NO When wall sheothl is continuous over connected members , the tabulated number of nails shall be permitted to be reduced to i - Ttid nail per foot.