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HomeMy WebLinkAbout33 Norton Road - Details & Schedules41 GROOVEDSIDING ............. 81038-99 VINYL ...................... DESCRIPTION 81039-99 C5M S79LOETUO[ OC �'r LQOL�� ................81040-99 SX8 994990V992 CURD U�nl6 C�LaO�D[�OQG�O L� UOUM6 MO nf`N YL HOME 6 ROOF SHINGLES ROOF SHINGLES ROOF SHINGLES PRE-ENGINEERED ROOF PRE-ENGINEERED ROOF PRE-ENGINEERED ROOF TRUSSES AT 24' D.C. TRUSSES AT 24' O.C. TRUSSES AT 24' O.C. 1/2' ROOF SHEATHING V21 ROOF SHEATHING V2• ROOF SHEATHING METAL DRIP EDGE METAL DRIP EDGE METAL DRIP EDGE 2x6 SUB -FASCIA t 2x6 5116 FASCIA 2x6 FASCI 2X4X14' TIE PLATE TIE PLATE 2x2 BLOD(ING� 2x2 BLOCKING F CHAPAa 2X4X16' TOP PLATE TOP PLATEbx6 FASCIA TRIM bx6 FASCIA TRIM ALUMINUM FASCIA 15LB 2x4 WALL STUDS ALUMINUM VENTED 2x4 WALL STUDS3/8' PLYWOOD SOFFITJ 3/8' PLYWOOD SOFFIT AT 16' O.C. SOFFIT AT 18' O.C. 4X8' GRDOVED HARDBOARD 1/2' SHEATHING VINYL 1/2' SHEATHING SIDING SIDING SIDING gEAVE 95197AUU= g CQMC DCSPLaUB. DETAI 15 CAW = SCALE: 1 1/2" = V-0 SCRLE: 1 1/2 = 1-0" SCRLE: 1 1/2' = 1-0 ROOF SHINGLES 1/2' ROOF ROOF SHINGLES V21 ROOF ROOF SHINGLES 112' ROOF SHEATHING SHEATHING SHEATHING METAL DRIP EDGE-= ANAL DRIP EDGE KETAL DRIP EDG=- M RAKE BOARD bB RAKE BOARD 10 RAID: BOARD 16D COMMON NAILS COATED ALLNINUM FASCIA V3 FURRING b 3 FURRING Jr CHANNEL 8D QUANTITY bA Fi1iiRJG PRE-BNGINEEREB PRE-ENGINEERED PF{�Ir�� WOOD ROOF WOOD ROOF WOOD ROOF TRUSS TRUSS 2X4XI2' 40X8' GROOVED HAfDBOARRD SDING VINYL SIDING SIDING 25 EA Y2''X4'X8' CDX ROOF SHEATHING 1/2' SHEATHING 172' SHEATHING 4MAKE 0191FAUL 4 99AMI M u LQUL CSP 4 MAKE OAUL. SCALE: 1 1/2" = V-0" SCRLE: 1 1/2' = 1-0" SCRLE: 1 1/2', - 1-0" OVERHEAD GARAGE DOOR 2'X6' SUVMUD OVERHEAD GARAGE DOOR 2'x6' SU410M OVERHEAD GARAGE DOOR 20X6' SURROUND 2'x4' JAMB & CRIPPLE 20X4• JAMB & CRIPPLE TIf 20X4' JAMB & CRIPPLE DOOR STOP DOOR STOP-� DOOR STOP 20X4' CRIPPLE 20X4' CRIPPLE 2X4' CRIPPLE hB TRIM UB TRIM 1x8 TRIM tVA TRIM V4 TRIM 1x4 TRIM 4EA 2X6X14' VINYL SIDING 4X8' GROOVED 1/2' SHEATHING EAVEF.ASCIA SIDING 1X6X16' 1/2' SHEATHING 2EA ' HARDBOARD SIDING J-DiA oa OMCRNI-JC o O 009edL,lG�N1C 3l OMCO�C�C A o OO e JAHN 3 OMCOOU�C o o an. �JL�MN SCRLE; 1 1/2" = 1'-0" SCRLE: 1 1/2" = V-0" SCRLE: 1 1/2" = V-0" 2'X41 TIE PLATE J HARDBOARD SIDING 2'x4' TIE PLATE VINYL SIDING .--2'X41 TIE PLATE 27x4' TOP PLATE 20X4- TOP PLATE --.- - - 2X4' TOP PLATE 40X8' GROOVED 2'X4' CRIPPLE 1/2' SHEATHING 2X4' CRIPPLE 1/2' SHEATHING 20X4' CRIPPLE SIDING STUD STUD STIR (2)2'x1D' HEADER (2)'20X10' HEADER (2)2M* HEADER W/ 1/2' SPACERS STARTER STRIP W/ 1/2' SPACERS ,F W/ 1/2' SPACERS W/ T FLASHING 2'X6' SURROUND 2'x6' SURROUND 20X6' SUARCU D 1x4 TRIM 1x4 TRIM 1x4 TRIM OVERHEAD GARAGE 1x6 TRIM DOOR OVERHEAD GARAGE 1x6 TRIM DOOR OVERHEAD GARAGE 1x8 TRIM DOOR DOOR STOP DOOR STOP DOOR STOP a 0MCO-10-9O up. OC4e a OMCOWM o O ON. 0194o W25 91G;IC � O OO10 DC�r'o SCRLE 1 1/2" = V-0" SCRLE: 1 1/2" = V-0" 1 1/2" = V-0" 1'X4' CORNEA 2'x4' METALCORNER 2'X4' VINYL CORNER 20X4' BOARDS WALL STUDS TRIM WALL STUDS TRIM WALL STIRS 1/2' SHEATHING 1/2' SHEATHING 2X4' 20X4' 2X4' WALL STUDS WALL STUDS WALL STUDS 4X8' GROOVED HARDBOARD VINYL SIDING SIDING SIDING q COO G�O�1CO� O[zGSr'QUL� q GOL�[n�CO� OC 4QII[� q 60G�O`�[�G� O[�4CaUU= SCRLE: 1 1/2" = V-0" SCRLE: 1 1/2" = V-0" SCRLE: 1 1/2" = P-0" 41 GROOVEDSIDING ............. 81038-99 VINYL ...................... DESCRIPTION 81039-99 HARDBOARD ................81040-99 72 EA FRAMING PACKAGE 81032-99 QUANTITY SIZE DESCRIPTION 1EA 2X4X8' WALL PLATE TREATED 2EA 2X4X12' WALL PLATE TREATED 4EA 2X4X14' WALL PLATE TREATED 101 EA 2X4X92a/a" PRECUT STUDS&CRIPPLES 4 EA 2X4X12' TOP WALL PLATE 4 EA 2X4X14' TOP WALL PLATE 2EA 2X4X12' TIEPLATE SEA 2X4X16' TIEPLATE 2EA 2X8X8' HEADER/SERVICE DOOR& OVERHEAD TRIM (LEG) 15LB WINDOW 4EA 2X10X10' HEADER/OVERHEAD DOOR 1 EA 1/2"X4'X8' CDXHEADERSPACER 2EA 2X6X10' OVERHEAD DOOR (SURROUND) 2EA 2X6X16' OVERHEAD DOOR (SURROUND) 6EA T -TYPE DIAGONAL WIND BRACING ' 2EA 1X6X10' HEAD JAMB/OVERHEAD DOOR TRIM 2EA 1X6X16' LEG JAMB/OVERHEAD DOOR 1 E 2X4X16' TRIM 20LB 16D COMMON NAILS COATED 18LB BD COMMON NAILS COATED ROOF PACKAGE 81033-99 8D QUANTITY SIZE DESCRIPTION 15 EA 24'4/12 PRE-ENGINEERED WOOD QUANTITY SIZE TRUSSES 9EA 2X4XI2' TRUSSBRACING 24EA 1X3X8' TRUSS FURRING/GABLE ENDS 25 EA Y2''X4'X8' CDX ROOF SHEATHING 2EA 15# FELTPAPER 9SQ 215# FIBERGLASS SHINGLES 100EA 1/2" H -CLIPS 18LB 11/4" ROOFNAILS 12EA 10' METAL DRIP EDGE GROOVED SIDING PACKAGE 51034-99 QUANTITY SIZE DESCRIPTION 29 EA 4'X8' GROOVEDSIDING .4EA 1X6X14' GABLERAKEBOARD 4EA 2X6X14' SUB FASCIA 2EA 1X6X14' EAVEF.ASCIA 2EA 1X6X16' EAVE FASCIA 2EA 3A"X4'X8' BC PLYWOOD/SOFFIT 2EA 2X4X14' SOFFIT BLOCKING (RIPPED) 5EA 10' METALZFLASHING BEA iX4XB' CORNERBOARD 2EA 1X4XIO' OVERHEADTRIM(HEAD) 2EA 1X4X16' OVERHEADTRIM(LEG) 10LB SD SIDING NAILS VINYL SIDING PACKAGE B1o35-99 QUANTITY SIZE DESCRIPTION HARD BOARD SIDING PACKAGE 81036-99 QUANTITY SIZE DESCRIPTION 29 EA 1/z'X4'XB' EXTERIOR SHEATHING BOARD 72 EA 12'X16' HOR IZONTAL HARDBOARD SIDING 4EA 1X6X14' GABLERAKEBOARD 4EA 2X6X14' SUB FASCIA 2EA 1X6X14' EAVE FASCIA 2EA 1X6X16' EAVE FASCIA 2EA 3/a"X4'X8' BC PLYWOOD/SOFFIT 2EA 2X4X14' SOFFIT BLOCKING (RIPPED) 3EA 10' METALZFLASHING 40 EA 12' METALCORNERS 2EA 1X4X10' OVERHEAD TRIM (HEAD) 2EA 1X4X16' OVERHEAD TRIM (LEG) 15LB BD SIDINGNAILS 18 LS 13/4"SHEATHING NAILS DOOR AND 13/4" SHEATHING NAILS HARD BOARD SIDING PACKAGE 81036-99 QUANTITY SIZE DESCRIPTION 29 EA 1/z'X4'XB' EXTERIOR SHEATHING BOARD 72 EA 12'X16' HOR IZONTAL HARDBOARD SIDING 4EA 1X6X14' GABLERAKEBOARD 4EA 2X6X14' SUB FASCIA 2EA 1X6X14' EAVE FASCIA 2EA 1X6X16' EAVE FASCIA 2EA 3/a"X4'X8' BC PLYWOOD/SOFFIT 2EA 2X4X14' SOFFIT BLOCKING (RIPPED) 3EA 10' METALZFLASHING 40 EA 12' METALCORNERS 2EA 1X4X10' OVERHEAD TRIM (HEAD) 2EA 1X4X16' OVERHEAD TRIM (LEG) 15LB BD SIDINGNAILS 18 LS 13/4"SHEATHING NAILS DOOR AND WINDOW PACKAGE 81037-99 QUANTITY SIZE DESCRIPTION 1 EA 3032 DH WOOD WINDOW 1 EA 3068 PH 6 PANEL STEEL SERVICE DOOR 2EA 9'XT OVERHEAD GARAGE DOOR W/HARDWARE 52 LF DOOR STOP 1 E 2X4X16' OVERHEAD DOOR HANGER MATERIAL 1 E ENTRANCE LOCKSET 2 LB 8D FINISH NAILS NOTE: THE FOLLOWING MATERIALS NOT SUPPLIED BY 84 LUMBER. LISTED FOR CONVENIENCE ONLY. FOUNDATION MATERIAL WO/FROST LINE QUANTITY SIZE DESCRIPTION 16 CU YD CONCRETE FOUNDATION & SLAB FLOOR 672SF 6X6 -2.9X2.9 WELDED WIRE FABRIC 220 LF 1/2" DIA REINFORCINGBAR 9CUYD GRAVEL FILL 25 EA 1/2"DIAX12 ANCHOR BOLTS W/NUTS& WASHERS FOUNDATION MATERIAL W/FROST LINE QUANTITY SIZE DESCRIPTION 4 CU YD CONCRETE FOR FOOTING 1 O CU YD CONCRETE FOR FOUNDATION WALLS MAY VARY DUE TO LOCAL DEPTH REQUIREMENTS 9CUYD CONCRETE FOR FLOOR - 672SF 6X6 -2.9X2.9 WELDED WIRE FABRIC 220 LF Ie DIA REINFORCING BAR 9CUYD GRAVEL FILL 25 EA 1/2"DIAX12 ANCHOR BOLTS W/NUTS& WASHERS NAILING SCHEDULE Connection Number and Size How Nailed of Common Nail Top plate to stud 216d Endnail Doublestuds 16d@'16"o.c. Facenail Built-up corner studs 16d@24"o.e. Facenail Doubled top plates 16d@16"o.c. Facenail Tap plates, laps, and 216d Facenail intersections Continuous headers, 16d C 16" o.c. 2 pieces - along each edge Facenail Continuous headerto 48d Toenail stud Truss to plate 38d Toenail 1" brace to each stud 28d Facenail and plate 1 by 8 sheathing or 28d Facenail less, each bearing Wider than by 3Bd Facenail sheathing, each bearing PRE -CONSTRUCTION STEPS 1. Carefully study this plan, reading all instructions before beginning construction on the garage. Check with local building officials regard- ing building codes, permits and frost conditions. If an independent contractor is pouring garage slab and foundation, skip Steps 3 through 10. 2. Plan garage location to allow for any limitaions on side, front and rear setbacks. Also allow enough room around the garage for easy entrance, exit and possible turn -around and for access to the side door. Check with local utilities for any underground services. Soil should be tested to insure that it meets design loads set forth in General Notes. FOUNDATION STEPS 3. Carefully stakeout the foundation, squaring the corners bycheck- ing that the plan dimensions are to outside of concrete and face of studs. 4. Note: Step 5 and Step 6 pertain to NO -FROST construction; Steps 7 through 10 to FROST construction. 5. For NO -FROST construction(see BUILDING SECTION of plan), dig trenches for footing of the monolithic pour. Buildup foundation forms so that the top of form is W above original soil level. Remove ap- proximately 2" of soil within area to provide 8" of space to top of form. Lay rebar in footing trenches. Have a building department official check trenches and concrete forms before pouring concrete. 6. For NO -FROST construction, fill floor area with a minimum of 4'of gravel and compactto within 4"of top of form. Install W6x6-2.9x2.9 welded wire fabric over gravel fill, and pour concrete to thickness shown on BUILDING SECTION drawing. While pouring concrete, periodically lift welded wire fabric to insure its proper placement in the concrete slab, and set anchor bolts 13/4" in from edge of concrete on center points according to FOUNDATION PLAN and extend to at least 21/2' above top of concrete. Move on to Step 11. 7. For FROST construction(see BUILDING SECTION of plan), check local codes for frost -line depth and dig footing trenches to a depth of 6" below frost line. Place rebar in trenches. Have local build- ing official check location and depth of trenches before pouring foot- ing concrete. Pour footing concrete and provide formed key in it by using a 2"x4" in the center of the concrete which extends the length of the footing. Before concrete is completely set, remove 2"x4". 8. For FROST construction, build foundation wall forms to a height 6" above grade. Have local building official check concrete forms before pouring concrete. Brace forms and pour concrete to top of forms, tap- ping form sides to compact concrete and fill all voids. Set anchor bolts 13/4' in from edge of concrete on center according to the FOUNDA- TION PLAN and extend to at least 21/2" above top of concrete. 9. For FROST construction, remove foundation wall forms after con- .._crete has set. Rackfill the exterior foundation walls with soil. The in- terior foundation walls should be backfilled with compacted soil to within 8" from top of foundation walls. 10. For FROST construction, fill floor area with a minimum of 4" of gravel and compact to within 4" of the top of the rear foundation and to within 6" of the top of the front foundation at the overhead doors. This will pitch the slab 2". Install W6x6-2.9x2.9 welded wire fabric over gravel fill, and pour concrete slab to thickness shown on BUILDING SECTION drawing. While pouring concrete, periodically lift welded wire fabric to insure its proper placement in the concrete slab. WALL FRAMING STEPS 11. You are now ready to assemble and install the walls. To ease handling, you will assemble each wall using at least two panels. Assemble all panels on the garage slab before tilting them into position. Double-check door and window rough opening sizes before framing them. Construction begins with wall panels A, B, C and D. 12. Panel A: Lay 2"x4' bottom plate (pre -drilled to fit over anchor bolt locations) and 2"x4"top plate for Panel Aside by side, and mark 2"x4" stud postions 16" on center as shown on REAR FRAMING ELEVA- TION. Note that the first space at each panel end is measured from the outside face of stud to the center line of the next stud. Nail through top and bottom plates to pre-cut 2"x4" studs (7'85/a" long) using two 16 -penny nails at each connection. 13. To attach metal °T-Type"wind bracing, first check that panel is square. Then position metal'T-Type"wind bracing at an angle from the outer corner of the panel top down to the bottom plate. Mark the position of the bracing on each stud. Use a circular power saw to cut into studs at each mark. Nail brace with two 8 -penny nails at each stud and top and bottom plate. Repeat this step for all corners. 14. Repeat Step 12 and Step 13 for wall panels B, C and D (see LEFT SIDE, RIGHT SIDE and REAR FRAMING ELEVATIONS). 15. Note, regarding Panels C and D: Additional steps are required to add the door openings shown in the LEFT and RIGHT SIDE ELEVA- TIONS. First, apply corner bracing. Second, nail 2"x4" jacks on each side of window and door openings. Third, cut 2"x10" headers to rough opening sizes shown on each panel. Lift headers into position, and nail to panel studs with 16 -penny nails. Finally, install cripples as necessary. Nail into position using 10 -penny nails. 16. When panel assembly is complete, the walls can be erected. Tilt Panel A up, placing it in position over the anchor bolts. Brace the panel securely with a 2"x4" brace, tack -nailed to a ground stake. Place washer and nut onto anchor bolts and tighten down panel. Re- peat for Panels B, C and D. 17. Repeat Step 12, Step 13 and Step 16 to assemble and erect panels E and F (see LEFT SIDE and RIGHT SIDE FRAMING ELEVA- TIONS). 18. As panels are erected, attach 2"x4" top tie plates (see ELEVA- TIONS). Lap at comers as shown on FRAMING ELEVATIONS and nail plates together with 16 -penny nails 8" on center. 19. Assemble and erect front wall panels G, H, and I using Steps 12, 13 and 16 (see FRONT FRAMING ELEVATION). 20. Nail 2"x4" cripples on each side of overhead door opening. 21. Cut 2"x10" garage door headers to 9'6" long. Lift headers into position to rest on cripples. Nail to panel studs with 16 -penny nails. 22. Cut 2"x4"cripples and nail at 16"on center to top of garage door headers. Add top plate to the top of the cripples, level with the top, 23. Add 2"x4" tie plates to remaining wall panels. Nail 2"x4"garage door hardware surround to inside face of cripples. PRE-ENGINEERED WOOD TRUSSES INSTALLATION STEPS 24. Install pre-engineered wood trusses at 2'0" centers as shown on the FRAMING ELEVATIONS. 25. Then nail plate connectors to each truss and to the top plates as required. Use nails provided with truss package. SIDING, SHEATHING & ROOFING INSTALLATION STEPS 26. If you are using vinyl or hardboard siding follow Manufacturer's Instructions for proper installation methods. (Skip to Step 28) 27. If you are using 4'x8' Grooved Siding proceed as follows: Start siding installation about 1h" below top of foundation. Top edge can be nailed into 2"x4"tie plate at top of wall. Nail siding with 8 -penny, non- corrosive siding or casing nails spaced 6" on center at panel edges and 12" on center at intermediate studs. Add "Z" flashing where indicated on ELEVATION drawings. 28. Apply 112" sheathing over roof trusses starting at the bottom of the truss (see ROOF SHEATHING LAYOUT). Stagger joints of roof sheathing so that joints on adjoining sheets do not occur on the same truss. Check plans carefully to determine how far roof sheathing should extend at truss ends. Apply 1 "x6" fascia and soffits as per the drawings. 29. Apply roofing felt and roof shingles, following manufacturer's instructions. Extend shingles 1/2" beyond fascia. Trim excess portions of shingles from inside in order to maintain a neat appearance. FINISHING STEPS 30. Trim outdoor openings with jambs and casing, and trim eaves and all corners. Install side door and window. 31. Install overhead garage door following manufacturer's instruc- tions. 32. Paint or stain siding and trim as desired following manufacturer's directions. © 1993 by Home Planners, LLC C�MMDN DETAILS AND SCHEDULES 2X4' TIE PLATE TRUSS TO PLATE - CONNECTION AT EACH TRUSS (OPTIONAL) 2X4' TOP PLATE PRE-ENGINEERED WOOD ROOF TRUSS 2X4' WALL STIRS yOO G 709BO NAL 794LORE 40O �j90L.A719 CONN. SCALE: NONE FLASHING FLASHING (212x8 HEADER (2)2x8 HEADER i HEAa HEA2 o � o _N A au aut V2' HE` l Elm- 1 1/2' M poop PATL UL E SCRLE: 3/4"=1'-0" w• Q ■ 0 � ,ROOF SHEATHING LAY�LJTLN FA SCRLE: 4 N O 13'-11 NONE G 121 29 EA 1/2''X4'X8' EXTERIOR SHEATHING BOARD 4EA 1X6X14' GABLE RAKE BOARD 4EA 2X6X14' SUB FASCIA 2EA 1X4X10' OVERHEAD TRIM (HEAD) 2EA 1X4X16' OVERHEAD TRIM (LEG) 10 S0 VINYL SIDING 4EA VINYL OUTSIDE CORNERS 9 EA STARTER STRIP 6EA FINISH TRIM 18 EA VINYL "J" CHANNEL 5 E ALUMINUM'P'CHANNEL 6EA ALUMINUM VENTED SOFFIT 10 EA 6"ALUMINUM FASCIA& RAKE 4 L 2"ALUMINUM NAILS IEA BOX1Ya"ALUMINUM TRIM NAILS 18LB