No preview available
HomeMy WebLinkAbout36917-ZLEFT ELEVATION 786' REAR ELEVATION RIGHT ELEVATION SITE PLAN SCALE: 1" = 30' ~ C H B31) 298-2250 mail: michael~mchdesignservices.com Z © 0 DRAWN BY: MH HIGHLAND ROAD 26'-8¼" 8'-9'J" 8'-9Y2' 8u9Y2" 8 C ) I E (2) 2X8 ACQ GIRDER 8"£ 13'-6V~" , 4"d,a STEEL COLUMN FOUNDATION PLAN SCALE: 1/4" = 1'-0" EXIST~NG~ tv1 n H 631) 298-2250 Z C) DRAWN BY: MH December 20, 2011 SCALE: 1/4" = 1'-0" SHEET NO FWH546~ APPA MASTER ~EDROOM CEILING 30'.93/~" 26'-93/2' 26'_63/~" (2) 2X10 DF#2 HDR 11'-11Y~" WALK-IN CLOSET 12) 1 3/4X~1-7/[~ ML UPSET HEADER FALSE BEAhA SITTING AREA EXISTING BEDROOM LNDRY ROOM 5L9~,, -- EXISTING BEDROOM EXISTING DECK EX. BATH EXISTING DINING EXISTING KITCHEN EXISTING LIVING ROOM EXISTING COVERED PORCH FLOOR PLAN SCALE: 1/4" = 1'-0" EXISTING GARAGE ~ r, H www.mchdesionserv~ces.cem phone: (631) 298-2250 e-mail: m~chael@mchdeslgnservices,com Z 0 0 DRAWN BY: MH December 20, 2011 SCALE: 1/4" = 1'-0" SHEET NOi /EXISTING/ ROOF PLAN SCALE: 1/4" = 1'-0" DRY WELLS TO BE 10' MIN. AWAY FROM HOUSE EXISTING M R, H www.mchdesianservices.com phone: (631) 298-2250 michael@mchdesignserv~ces.com Z 0 0 DRAWN BY: MH December 20, 2011 SCALE: 1/4" = 1'-0" SHEET 4,, 12"0. WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTUP~L PANELS WITH A MINIMUM THICKNE~ OF 7/16" "AIRSPACE (MINIMUM) 36X24 ACCESS WINDOW 2X10 DF#2 FJ 2" CONC SL~B m m m m SUBFLOOR CONC FTG SECTION A-A SCALE: 1/4" = 1'-0" 2X6 ACC). SILL p LA~lF I~RMITE SHIELD FOAM SILL SEAL WALL 4 PLUMBING SCHEMATIC M H (631) 298-2250 e-maih m~chael~mchdesig nserv~ces.com Z O m DRAWN BY: MH December 20, 2011 SCALE: 1/4" = 1'-0" SHEET NOJ WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS ~!,' / ~ ' ' HEADER ~ ~ ' ~ RIDGE ~ L[0G£R -- www.mchdeslonservices.con' P,~rT£R ' ~ (631) 298-2250 4" 8" LST~4 m 114"x24'20ga STRAP ANDJACKSWDs / '. ~ I TC~rFFIT/[XT ~ ANCHOR BOLT CONNECTION USE WI~ 3x3 SQUARE W~HERS ~O~ AND TOP WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS WOOD JOIST GIRDER/HEADER WOOD JOIST FLUSH JOISTS WITH HEADER/GiRDER MAX POST.TO-GIRDER/HEADER CONNECTION SPLICED JOISTS OVER HEADER/GIRDER WOOD JOIST BLOCKING WOOD GIRDER SPLICED JOISTS OVER HEADEPJGIRDER DECK & PORCH NOTES: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA F' pOST ~ l~X12"x12" CONCRETE FOOTIN DECK POST FTG. CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION 4X4 pOST pAU44 OR WE44 pOST / BEAM ANCHOR APPLY TO E~CH FOOTIN~ ~OOST , .EAM ANC.: A~PpL¥ TO EACH FOOTIN: HEADER/GIRDER-TO-pOST CONNECTION NAILING SCHEDULE NAiL NAIL NOTES JOINT DESCRIPTION Q~ 5pACING pER TOE M F, H Www.mohdesionserv~ces.com phone 331) 298-2250 mall: Z LLJ DRAWN BY: NH December 20, 201: I SHEET NC ENEF L NOTE5 CONSTRUCTION NOTES: FOUNDATION NOTES: FRAMING NOTES WIND FRAMING NOTES I ) RI.D. GE-TO-RAF~ER ASSEMBLY' DECKAND COVERED PORCH NOTES: PLUMBING NOTES Ail water suppty, drainage and venting to be msb311ed as per N Y S Residential HVAC SYSTEM NOTES ELECTRICAL NOTES: NAILING SCHEDULE ~ PLaN CONTENTS,= ROOF FRAMING: NAIL NAil NOTES JOINT DESCRIPTION QTY ~PACING RAFTER TO 8' WALL* 3-8d COMMON EACH rOE-NAIL TOPPLATE 10*WALL 4-SdCOMMON RAFTER CEILING JOIST ? WALL 3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10' WALL 4-8d COMMON JOIST CEiliNG JOIST TO AS PER TABLE 3 7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3 7 EACH FACE OVER PARTITION WFCM SSC LAP NAIL COLLAR TIE AS PER TABLE 3 4 EACH FACE VALL FRAMING: NAIL NAIL NOTES JOINT DESCRIPTION Q~Y. SPACING TOP PLATE TO - ~6~ COMMOh PER FACE NAIL TOP PLATE FOOT SEE NOTE: 1 TOP PLATES AT - 16d COMMO) JOINTS FACE INTERSECTIONS EA SIDE NAIL STUD TO Z - 16d COMMOt, 24' FACE STUD O C. NAIL 16' O.C FACE HEADER TO 16d COMMON ~,LONG EDGES NAIL HEADER TOP OR BO3TOM - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL BOTi'OM PLATE TO PER FACE NAIL :LOOR JOIST, BAND JOIS3 2 - 16d COMMON FOOT SEE NOTE: 1,2 END JOIST OR BLOCKING FLOOR FRAMING: NAIL NAil NOTES JOINT DESCRIPTION QTY iPACING JOIST TO 4 - 8d COMMON PER TOE Sill, TOP PLATE OR GIRDEF JOIST NAIL BRIDGING 2 - 8d COMMON EACH TOE TO JOIST END NAtL EACH TOE BLOCKING 2 8d COMMON TO JOIST END NAil BLOCKING TO I - 16d COMMOh EACH TOE SILL OR TOP PLATE BLOCK NAIL BACH FACE LEDGER STRIP - 16d COMMOh TO BEAM JOIST NAIL JOIST ON LBDGER i - 8d COMMON PER TOE TO BEAM JOIST NAil ROOF SHEATI- lNG: CEILING SHEATHING: GYPSUM 7 O C. EDGE WALL SHEATHING: NAIL NAIL JOINT DESCRIPTION QTY SPACING STRUCTURAL 8~ COMMON AS PER TABLE 3.! PANELS WFCM - SBC 7116" OSB 6d COMMON 3" O C. EDGE PLYWOOD 6" O C FIELD 7" O C. EDGE GYPSUM 5dCOOLER`< 10"OC FIELD WALLBOARD FLOOR SHEATHING: JOINT DESCRIPTION ~ Sp~aLNG STRUCTURAL PANELS MM N 6" O C EDGE NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT H~_~ROD~ LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: ,SHF-~THING LOCATION 8d COMMON ~ 4" O C 4 PERIMETER EDGE ZONE 8d COMMON @ 6' O C GABLE ENDWALL RAKE AND RAKE TRUSS INTERIOR ZONE 8d COMMON ~ 6' O C NAIL SPACING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 8d COMMON ~ 6" O C 8d COMMON ~ 12" O.C NOTES SEE NOTES, 1,3 ½EE NOTES: I ( BOTH FIELD~ NOTE 2 FOR PANEL FIELD 8d COMMON I~ 4" O,C. NOTE~SS THESE NOTES ARE ONLY TO ES REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY WALL SHEATHING REQUIREMENTS FOR WIND LOADS: SEE NOTES 1,3 ;HEATHING LOCATlOh NAIL SPACING NAIL SPACING AT INTERMED ATE NOTES I AT PANEL EDGES SUPPORTSIN THE PANEL FIELD 4' EDGE ZONE 8d COMMON ~ 6" O C 8d COMMON @ 12" O*C SEE NOTES' 1, 3 ( BOTH FIELD.< 8d COMMON ~ 6' O C. 8d COMMON ~ 12' O C NOTE 2 FOR PANEL FIELD INTERIOR ZONE SEE NOTE 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY 1 ) For wall sheathing wlthm 4 feet of the corners, the 4 foot edge zone eitechme~ requirements shell NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000f~ CAPACITY. C H $31) 298-2250 michael@ mchdes~gnservices.com Z DRAWN BY: NH