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12 Nurse Way Elevations & Floor Plans Final Study SetSheets 8-144' 0" Deck Framing See Sheet #A14 N post up post up ea. end N C Bm # 1A Below P1- up Bm # 1C Below ao Account for plumbing drains in this area rL J 1r T L L J L post up r r r1 # 1B Below L J L J L J 0 post up L Blocking at cantilevor r L r L r L r 1. r r r , r 2' 0" / co # 1D r -t r -t r -i r -i r -i r -i r -i r 1 r n r 6' 2" 6' 2" 2 x 8 treated joists Porch Framing CL 2250GL: First Floor Framing Plan All members are 2 x 10 @ 16" 0.C. (U.N.0.) Species: SPF#2 Deflection Limit: L/360 Live Load: 40 PSF Dead Load: 12 PSF * All Headers to be framed with double jack studs * All beam, post and header sizes to be calculated and/or engineered by other * All dimensions to be field verified and changes made accordingly. * Framing Hans are shown for information and configuration only. Actual framing methods are the responsibility of the installer. Study Set w o a a_ PLAN: C L-2250GL/180313 1st Floor Framing Plan DRAWN B Y: D. Hemauer SC ALE: 1/4" = 1'0" DATE: April 15, 2018 PLAN STATUS: ■ J a z E ■ ct a z J w rx 0 First Step Designs where your home begins.... 1225 County Road KK Mosinee, WI 54455 715-693-9551 fsdesigns©mtc.net PROJECT & LOCATION: New Proposed Residence 12 Nurse Way Salem, MA BUILDER: North Beverly Builders LLC One Derby Square Salem, MA 01970 # 978-621-9066 post dn ea. end 4' 0" 1 attic access this area to be verified per builder 38' 0" Account for plumbing drains in these areas 1 # G2 below post dn ea. end * Verify structural hanger & beam per engineer Bearing wall directly on LVL Beam 3/4" Sheathing LUS Han.er Double Shear LVL Beam 1/4" Shrinkage Gap ( min. ) Strapping Wallboard Flush Framed Beam Under Bearing Wall 1/4" Shrinkage Gap ( min 3/4" Sheathing LUS Hangel Double Shear LVL Beam Strapping Wallboard Flush Framed Beam post up & do l MOM Bearing Wall above J Bm # 2A Flush fipmed L JQL _ID_ _ID_ _ID_ J r L r Bm # 2C Flush framed JIL JIL JIL JIL J Bm # 2D 12' 0" L J He de L 1 i post up & do L 2 x 10 15- 16" o.c. ceilin back° to wall 0 (;) c) 0 0 N Z ZN Bm # 2B Flush framed Bearing Wall Above 113/4" --post up o Sc do cV ▪ 2 x 6 exterior wall above 0 CL 2250GL: Second Floor Framing Plan All members are 2 x 10 @ 16" O.C. (U.N.O.) Species: SPF#2 Deflection Limit: L/360 Live Load: 30 PSF Dead Load: 12 PSF * All Headers to be framed with double jack studs * All beam, post and header sizes to be calculated and/or engineered by other * All dimensions to be field verified and changes made accordingly. * Framing Hans are shown for information and configuration only. Actual framing methods are the responsibility of the installer. post dn ea. end Study Set Insulate corner 2x Plate Corner Framing Detail 2x Studs 2x Plate Exterior sheathing Wide 2x Nailer Interior Partition Connection Detail w a co PLAN: C L-2250GL/180313 2nd Floor Framing Plan DRAWN B Y: D. Hemauer SC ALE: 1/4" = 1'0" DATE: April 15, 2018 PLAN STATUS: ■ J a z E ■ cL Q z w rx 0 First Step Designs where your home begins.... 1225 County Road KK Mosinee, WI 54455 715-693-9551 fsdesigns©mtc.net PROJECT & LOCATION: New Proposed Residence 12 Nurse Way Salem, MA BUILDER: North Beverly Builders LLC One Derby Square Salem, MA 01970 # 978-621-9066 J J 8-16d nails joist to rafter typical L B m # 3A Flush w'th bottom of joists L J1-1L J1-1L J1-1L J1-1L J L J L J L J ✓ ■ 1 J 1 J r 1 r 1 r 1 r 1 r 1 r L 1 r L L J L J L J ✓ -y r 7 r 7 Bm # 3B Flush with bottom of joists post d nJ L J ill 1 r 1 r L J 1 J L J 1 r 1 L r pos ,dn 2x block between rafters with 3 8d toe nails to plate I41_ t L -I L Jr1L Jr1L Jr1L Jr1L J L J 1 ✓ 1 r 1 r 1 r 1 r 1 r 1 L J L J 1 3 0' Li 2' 6" 6' 11" (+/-) 12' 0" 2' 7" -I - (+/-) r 12' 4" -Bm # 3C (Flush w/ bottom of joists i 2x8©16"o.c. Roof Rafters E6x6 PT post with pair of Simpson LPCZ6 Caps and Base. 2—MLTC4 Angles at base CL 2250GL: Attic Floor Framing Plan All members are 2 x 10 @ 16" O.C. (U.N.O.) Species: SPF#2 Live Load: 20 PSF Deflection Limit: L/360 Dead Load: 10 PSF * All Headers to be framed with double jack studs * All beam, post and header sizes to be calculated and/or engineered by other * All dimensions to be field verified and changes made accordingly. * Framing Hans are shown for information and configuration only. Actual framing methods are the responsibility of the installer. 0 0 3 1 /2 1 3/4" Study Set Roof Rafter 2x Ceiling Joist Joist Hanger Conceiled Beam detail w o_ ‘RQ PLAN: C L-2250GL/180313 Attic Framing Plan DRAWN B Y: D. Hemauer SC ALE: 1/4" = 1'0" DATE: April 15, 2018 PLAN STATUS: Q z PRELIMINARY: ❑ L First Step Designs where your home begins.... 1225 County Road KK Mosinee, WI 54455 715-693-9551 fsdesigns©mtc.net PROJECT & LOCATION: New Proposed Residence 12 Nurse Way Salem, MA B UILDER: North Beverly Builders LLC One Derby Square Salem, MA 01970 978-621-9066 2 12 Ridge oard Garage beam noted on 2nd Floor Framing Plan Beam noted on Simpson H2-5A Typical 2 x 12 Ridge Board 0 c Squash block ng -o • • where required m a) cp • ' Ceiling Framing Plan Top ends may be clipped to clear roof plane 22' 0" 6' 0" 6' 0" 12' 2" 12' 2" 13' 8" Center ridge line CL-2250GL: RoofFraming Plan All members are 2 x 10 @ 16" 0.C. (U.N.0.) Species: SPF #2 Ground Snow Load: 50 PSF Dead Load: 10 PSF Deflection Limit: L/240 * All beam, post and header sizes to be calculated and/or engineered by other * All dimensions to be field verified and changes made accordingly. * Framing Plans are shown for information and configuration only. Actual framing methods are the responsibility of the installer. Study Set PAGE # 0 Q PLAN: C L-2250GL/180313 Roof Framing Plan DRAWN B Y: D. Hemauer SC ALE: 1/4" = 1'0" DATE: April 15, 2018 PLAN STATUS: ■ a z L PRELIMINARY: ❑ First Step Designs where your home begins.... 1225 County Road KK Mosinee, WI 54455 715-693-9551 fsdesigns©mtc.net PROJECT & LOCATION: New Proposed Residence 12 Nurse Way Salem, MA BUILDER: North Beverly Builders LLC One Derby Square Salem, MA 01970 # 978-621-9066 Simpson Strong -Tie Reinforcing Angle LS30 ( 1 each side or equal x 0 co E 9„ min. Top Detail 30" - 38" high handrail ( typ. ) 34" hi gh (min. Stair Guardrail Finish floor Subfloor Header x 4 Ledger Stair stringer Aril 1' high (rn Horizontal Guardrail Handrail/Guardrail Finish floor Subfloor Header 9„ tread ( min. x 0 (n 00 ) Joist hanger 1110.supports central " stringer - Locate floor header to intersect with - bottom of stringer Base Detail ROOF SHEATHING CEILING JOISTS 2x4 OUTRIGGERS LET IN THROUGH WALL AT MAX. 48" 0.C. 2x4 CONTIN. 2x8 BARGE RAFTER Boxed Rake Gable End Ground Snow Load: 50 psf L/240 127 ult (mph) wind speed Sleeping Area Load: L/360 LL: 30 psf DL: 12 psf N) 0 N) Top of Wall Living Area Load: L/360 LL: 40 psf DL: 12psf Roofing Composite Roofing No. 15 felt underlayment 5/8" Sheathing w/ plywood clips 2 x 10 @ 16" 0.C. Proper Vents 16" o.c. Hurricane clips Wind Wash Barrier Soffit Alum. D edge & soffit 1 x 8 Fascia Board 10" Soffit with venting a) o Second `7A 0) o MM 0 o E M O I ` W (104 5/8" stud) First 14' 0" center Ridge Vent Continuous Baffled Ridge Vent 2 x 12 Ridge Board 2 x 8 collar ties 48" o.c. Attic Floor Framing 2x10@16"0.C. R38 Insulation Bearing Wall M. Bedroom Second Floor Framing 3/4" T&G Sheathing 2 x 10 @ 16" 0.C. Beam per other 12 10 2 x 10 Solid Fire Blocking & Lateral Bracing W.I.CI. M. Bath Exterior Wall Vinyl siding Air Barrier 7/16" Sheathing 2x6@16"0.C. R21 Insulation Vapor barrier 1/2" Wallboard Blocking @ cantilevor 4' 0" 7' 71/2" actual (Stairs shown ==j beyond) 14T @ 9" = 10'6" == 15R @ 7 15/16" Kitchen First Floor Framing 3/4" T&G Sheathing 2x10@16"O.C. R30 Insulation o• ov Approx. Grade 4 a` . D p d C 0 ( Top of Sla ti \ - \ Sill 1 — 2 x 6 P.T., Rear as 1 — 2 x 6 K.D. required Continuous Sill Gasket by eng. 1/2" 0.D. Anchor Bolts @ 6'0" 0.C. Perimeter Drain 4" perforated PVC pipe Crushed stone Filter membrane cover ( per site conditions ) SMSMSMSMQ,V )6l)666- )6-)6-)666-) 1,4,,W 66666) )�)�)�)�)�)�)�)l)�)�)�)�)666 shown :�i \ 2 x 10 Solid Fire Blocking (Stairs& Lateral Bracing beyond) 0 _N U E E 0 a0 -0 1 0 a) ZO_C 4' 41h" Expansion Joint 0 U 0 0 14' 0" 13T @ 9" = 9'9" 14R @ 7 1/2" Reinforced Footings (Verify Bearing Beam) 3 1/2" dia. Lally Column w/2'6" sq. x 1'3" dp. Ft'g. Basement d D d 4" concrete slab 3500 psi air entrained slab reinf. w/ w.w.mesh on 6 ml. vapor barrier on 4" compacted sand or gravel Section - 1 @ Walkout 14' 0" 0' I-11= 11=11=1 11=11=i NI - - =Ili u= —11 i - I • •11 1 II1 11 -.. Pa -1 * Section is for information only. Actual framing methods per bldr. * All dimensions to be field verified and changes made accordingly. * Verify Window and Door Rough Openings with Manufacturer Specifications. See Detail Sheet #13 N 00 0, perimeter thermal break =III=III==III=III III1III111=1111 m=m=m Moisture Barrier on 4" compacted sand or pea gravel (no fines) perimeter thermal break Flashing Protection board or coating on above grade exposure Slope finished grade away from building 5% (6" per 10') 2° Rigid styrene ® o/s edge of wall perimeter extending down 2' then out 2'. Cover with a minimu of 10" thick soil or pavement Slab insulation stops at point where top of slab is 1 foot below finished grade. Insulation should be securely and permentl attached to foundation wa Bottom of footing 10" p.c. wall w/ 20"w x 10" d ftg. E E Figure A: Slab on grade w/ Exterior Insulation NOTE: N.T.S. Elements of the details on this page may be combined in various ways to meet the needs of specific situations Slab edge thermally broken with perimeter insulation. Beve ed edge allows concrete to reach wall. =111=11 RIPIII=III=III=III- III=III=III=II=III=III=III=1 mmmmmmm= Moisture Barrier on 4" compacted sand or pea gravel (no fines) nsulation below the slab may extend horizontally or vertically Slope finished grade away from building 5% (6" per 10') -.-2" Rigid styrene ® I/S edge of wall perimeter extending down to footing. E Figure B: Slab on grade w/ Interior Insulation See Figures A & B this sheet for insulation options d 0 Sl)�Sl) \ \ I N -re) --II= III II-11= 11= I=11 Il 11 i� 0 O 0 0 O N.T.S. Kneewall Foundation 10" Concrete Wal1/4'0"(+) Pour 3,000 psi concrete air entrained 10" dp. x 20" w. contin. ft'g. Dampproof exterior surface 0 0 c E Section - 2 Kneewall To Be Verified per job site conditions PAGE # T T Q PLAN: C L-2250GL/180313 Sections 1-2 DRAWN B Y: D. Hemauer SC ALE: 1/4" = 1'0" DATE: April 15, 2018 PLAN STATUS: ■ PRELIMINARY: ❑ J a z E First Step Designs where your home begins.... 1225 County Road KK Mosinee, WI 54455 715-693-9551 fsdesigns©mtc.net PROJECT & LOCATION: New Proposed Residence 12 Nurse Way Salem, MA BUILDER: North Beverly Builders LLC One Derby Square Salem, MA 01970 # 978-621-9066 Ground Snow Load: 50 psf L/240 127 ult (mph) wind speed Sleeping Area Load: L/360 LL: 30 psf DL: 12 psf Living Area Load: L/360 LL: 40 psf DL: 12psf 2 x 8 @ 16" 0.C. rafters w/ sheathing 2x10@16"0.C. back to wall nailed along floor joists 3 — 2 x 10 Beam verify per other Simpson Post Cap 6 x 6 Porch post Decking 12 61— 10" 2 x 8 © 16" 0.C. (P.T.) 2 x 8 Band Joist (p.t.) Simpson Post Cap 6 x 6 post (p.t.) Simpson Post Base 1'0" dia. conc. pier 24" x 24" x 1'D ftg. • 1n /2' 0" to locking between joists Co 2-2x10 P.T. Beam t-B ea m per other E 5' 0" ALP DI o Section - 3 @ Porch Top of fdn wall approximate building height 0 Second Elev. 121.0 0 12' 0" 12' 0" T.0 First Floor Elev. 123.0 12' 0" Garage header per other 2 x 8 collar ties 48" o.c. Garage Beam per other Garage Garage Finish: 5/8" Type — X Wallboard on the Garage side 0 Approx. Finish Grade d aL a D a 4" concrete slab 3500 psi air entrained slab reinf. w/w.w.mesh on 6 ml. vapor barrier on 4" compacted sand or gravel 24' 0" Roofing Composite Roofing No. 15 felt underlayment 5/8" Sheathing w/ plywood clips 2 x 10 @ 16" 0.C. Proper Vents 16" o.c. Hurricane clips Wind Wash Barrier Soffit Alum. D edge & soffit 1 x 8 Fascia Board 10" Soffit with venting 10" Vinyl siding Air Barrier 7/16" Sheathing 2x6@16"0.C. Sill ( 1 ) — 2 x 6 (K.D.) Pa • ed CL-2250GL: Section-4 Garage Kneewall Foundation 8" Concrete Wal1/4'0"(+) Pour 3,000 psi concrete air entrained 8" dp. x 16" w. contin. ft'g. Bottom of footing 4'0" below grade w Q 0 N Q PLAN: C L-2250GL/180313 Sections 3-4 DRAWN B Y: D. Hemauer SC ALE: 1/4" = 1'0" DATE: April 15, 2018 PLAN STATUS: ■ PRELIMINARY: ❑ Q Z 1 First Step Designs where your home begins.... 1225 County Road KK Mosinee, WI 54455 715-693-9551 fsdesigns©mtc.net PROJECT & LOCATION: New Proposed Residence 12 Nurse Way Salem, MA BUILDER: North Beverly Builders LLC One Derby Square Salem, MA 01970 # 978-621-9066 Header to extend over wall h'anel N 6 — 16d Sinkers -� Stud to Header\ Double Top Plate Connect Plate to Header with 2 rows 10d nails @ 12" o. c. .\_1 II II II II Header Sp/ice If required Simpson MSTC 66 Strap - at each end of opening on inside face of wall extend to top of wall Connect Plate to Header with 2 rows 16d Sinker Nails @ 3" o.c. Blocking for sheathing 4' above top of foundation. Connect with (3) — 16d Sinker Nails Connect Studs with 2 rows 10d nails @ 4" o.c. CK_________---(2) — 5/8" Anchor Bolts - with 2"x2"x3/16" Washer Plate A307 Bolts, 7" embed. (min.) 1'-4" (min.) N Header to extend over Wall Panel 2 Rows 8d @ + + + + 3 rows 8d nails @ 12" o.c. (typ.) Connect Sheathing to Header with 8d nails in 3" o. c. Grid as shown Sheathing Splice location 8d Nails — All Studs, Plates, Sills & Blocking @ 3" o. c. Prescriptive Design Based on /RC 2012 Portal Frame Section R602 See Garage Door Sheathing requirements Coordinate with Garage Door rough opening 1'-4" (min.) Repeat for Double Door Simpson STHD 14 Strap Tie Hold Down at each end of wall panels. (typ.) 14" Embed. (min.) in Conc. • I� -44 4M re 41 + +++++++ + + * Note: Embedded straps not required if windload is under 100 mph Garage Door Wall Bracing with Pony Wall above Detail I/4" = 1'0" t'tt1ft4'- r Garage Door Framing & Sheathing Requirements Feral 1.1 Nina GE ti1.11. dim ■rrrImr.p•mur, v -1.04 r u.s- 1.0 Ir +wo- I Ili YIN Y RN Y MY WM Rlf 1 min Yhi .-i6. 1lY Wii% .... y1..rmRa i l�All H Will} Mail ■F M7. M91 1.6.1.1.1.11.1.13Z1. _ .._iLY44RL7a1� Pilmwr r.• I.d.m11•1YiY Braced Wall Panel Additional Connections for all exterior walls [R602.10] Continuous Structural Panel Sheathing Method CS—WSP All other nailing not shown to be in conformance with able [R602.3 (1)] of the Mass. Code 9th Edition 3 Rows 6" O.C. N� 2 Rows * %awing da tepril 15, 2018 rt bE from LVL Member Connection Detail end Screw Lengths: 2 LVLs: 3 3/8" 3 LVLs: 5" 4 LVLs: 6 3/4" 0. C. Spacing Notes; 1. Screws to be: Fasten Master Truss Lok or Simpson SDW. See drawings for length of screw and on center spacing. 2. All 2 member LVL Beams to have screws from one side. 3. All 3 or 4 member LVL Beams to have screws from one sides unless otherwise noted on the drawings. 4. Use type of screw specified. Do not substitute as capacity may not be adequate. 5. Connect LVLs < 12" with 2 rows of screws. Use 3 rows of screws for LVLs greater than 12" deep. 0. C. Spacing 2" Max. 1 1/2"Min. Nail (10) —16D Joist To Rafter Simpson H2.5A Two Required: One Near Side One Far Side Req'd Air Space See Detail This Sheet for Hurricane Clips and Ceiling Rafter ' connections. I Note: 2 x 4 Blocking @ Horizontal Sheathing Joint (All horizontal sheathing joints to be nailed with 8d nails @ 6" o.c. to blocking unless otherwise noted on framing plans) Connect Wall & Roof Sheathing with 8d nails @ 6" o.c. at panel edges and 12" o.c. in the interiors. 8d Toe Nail @ 6" o.c. Rim to Plate (typ.)- 8d Toe Nail @ 6" o.c. Rim Joist to Plate — (tYP•) Study Set Block — 2 x zh. Nail (4) — 12d Rim Joist Between Joists © Rim 1/40 x 6" SDS Simpson Self Driving Screw Sheathing Up To Double Plates 4'0" Wide Sheet 2 x 6 Studs Detail Eave Blocking Detail At Lapped Ceiling Joist N.T.S. 2X Blocking @ 16" o.c. at stud rim to first Joist 2X Blocking (3) — 8d nails @ 6" o.c. Connect Drywall with Type W or S screws @ 12" o.c. per ASTM C 1002 with a minimum penetration of 5/8" (typ.) Joist 2X Blocking @ 16" o.c. at stud rim to first Joist (3) — 16d nails @ 16" o.c of Bracewall into Joist / Blocking Joist n a.D AA D o .a ,4 Perpendicular Perpendicular to Floor Framing 2X Blocking @ 16" o.c. at stud rim to first Joist --1/2" dia. A307 Anchor Bolt with nut and washer. 3 1/2" min. — 12' max. from end and max. 6'-0" o.c each plate or as shown on the drawings. Minimum 2 Bolts per Wall Plate. 8d nails — 2 1/2" x 0.113" Parallel 16d nails — 3 1/2" x 0.135" 8d Toenail @ 6" o.c. to Floor Framing Wall Bracing Information N.T.S. PAGE # CO Q PLAN: C L-2250GL/180313 Wall & Garage Bracing DRAWN B Y: D. Hemauer SC ALE: 1/4" = 1'0" DATE: April 15, 2018 PLAN STATUS: ■ z L PRELIMINARY: ❑ First Step Designs where your home begins.... 1225 County Road KK Mosinee, WI 54455 715-693-9551 fsdesigns©mtc.net PROJECT & LOCATION: New Proposed Residence 12 Nurse Way Salem, MA BUILDER: North Beverly Builders LLC One Derby Square Salem, MA 01970 # 978-621-9066 Number of risers and }treads maypvary}}due LTeckteLaterral conditions Connection each end See Figure R502.2.2.3 12' 0" 2 x 8 p.t. rim joist 2 x B (P.T.) ©116" 0.C. < > 2 x 8 Joist Hanger (typ.) iJ L J L J L J L J L J L J L J L Joist Overhang: LI /4 7 8"/4 = 1'9" max. N 11 O J O a Q 0 7 2 x 8 (P.T.) Ledger Lag bolted Q 16" 0.C. Deck Framing 1/4" = 1'0" Beam Overhang: Lb/4 5'/4 = 1'3" Maximum Beam Span Framing from One Side Only Joist Span Less Than Or Equal to: DF Larch or SPF Beam = (2) 2 x 8 LB = 5'8" max. length LB/4 = 1'-4 1/2" max. 0.H. Beam = (3) 2 x 8 LB = 7'4" max. length LB/4 = 1'10" max. 0.H. * Bridging requirements apply when live load exceeds 40 lbs. / sq. ft. One line of bridging for each 8 feet of span. 12' 0" 1' 5' 0" 5' 0" 1'0' 0 N 0 \o> Beam Span 1'0" Dia. Concrete Pier Beam Size: (2) 2 x 8 P.T. S.P. Beam Span: 6'9" max. span 4' �' a 4 o 4 , 4, o 0 o 4 a D 4, o 0 v s' a a` p e a a` p e Foundation 1/4" = 1'0" 12' 0" 3' 7" j4"Clear (Max.) /.' 3' 8" or equal spaced 3'/2 6' max. 3' 7" / / 31h" (2) 1/2" d. thru bolts min. O c E n A 2' 0" 2 x 6 or 5/4 board Rail Cap 1 x 4 Post w/ hold down anchors to joist 2 — 2 x 8 (P.T.) 11�post cap �6 x 6 min. (P.T.) Post N Section 1/4" = 1'0" Decks greater than 2' above grade shall be provided with diagonal bracing at ea. post (2 x 4 bracing typical) (cut end posts shall be field treated w/ an approved preservative) Post base w/ post anchors Precast concrete pier w/ belled footing or equal: Footing req'ts.: 17" dia, round ftg. 15" dia, square ftg. 6" deep 10" min. tread width option: 11" tread width for (2) 5/4 x 6 decking Treads: 2 x or 5/4 7-3/4" maximum riser. (7 1/2" shown on plans) Height shall not deviate from one another by more than 3/8" 3/4" — 1-1/4" nosing. Nosing shall not deviate from one another by more than 3/8" //may/ s� / 'i> riser , 1 x material minimum tair stringer 2 x 12 minimum cut stringer max. span = 6'O"" n.t.s. Tread & Riser Information N.T.S. Stair Handrail: 34"-38" height from nosing of step (all stairs with 4 or more risers) Stair Guardrail: Required with a total rise of 30" or more 34" min. measured from nosing of step Railing Information Additional Deck Details 6'-0" max. between postls Openings for required guards on the sides of stair treads shall not allow a sphere 4-3/ to pass through Triangular opening shall not permit the passage of a 6" diameter sphere N.T.S. 4" t`7 tI T - Connectors 3 5/8 Fasten Master Ledger 0n Center Spacing (o.c.) 60 p.s.f. Deck Load 8' wide Deck — 6" o.c. 8'-1" to 10' wide — 5" o.c. 10'-1" to 12' wide — 4" o.c. 12'-1" to 14' wide 4" o.c. Lok End of Ledger or oin Refer to Fasten Master Technical Bulletin Deck Ledger to Rim Joist for Installation Procedures and Other requirements Deck Ledger Connection 8" floor sheathing nailing at 6" minimum on cen to joist with holddown 04 04 04 04 Threshold careully flashed and caulked to prevent water intrusion. Ledger and joist flush on top Corrosive resistance continuous flashing extending past joist hanger Decking Deck Ledger Connection hold down or similar tension device 111111111V7-71 Threaded rod, may sloped up to 1:12 away from the hous 2x Deck framing (P.T.) oist Hanger 2 x P.T. Ledger board: must be greater than or equal to the depth of the deck joist and no greater than the depth of the house band or rim joist 1/2" diameter lag screws or through bolts with washers Lateral Load Device Joists Parallel to Deck Joists 1/2" = 1'0" Exterior Decks, Porches & Stairs Decks, porches and exterior stairs to be designed for the following loads: Live load: 40-60 psf, Snow Drift and wind uplift forces. L/360 deflection. L/180 Cantilevor Deflection — 220 lb point load Stair Treads: The greater of 40 p.s.f. or a 3001b concentrated load. Guards and Handrails: 200 Ibs in any direction Guardrails infill components: 50 Ibs horizontal on an area equal to 1 Refer to Americn Forest & Paper Association (AFPA) www.awc.org — a Prescriptive Residential Wood Deck Construction Guide (DCA6-09) All wood framing materials to be pressure treated. All exterior connections to be corrosive protected. For all deck construction information see Prescriptive Residential Wood Deck Construction Guide By the American Wood Council Based on 2012 International Residential Code Proposed Changes for Design for Code Acceptance DCA6 sq. ft. > 2" < 5- > 3/4 (2) 1/2" diameter through —bolts with washers Beam: single 3" or 4" nominal or double 2" nominal Beam must bear fully on notched 6 x 6 minimum post 0 Typical Post Post -to-Beam Attachment 1" = 1'0" —> 2 1/2" Cut end notches of posts shall be field treated with an approved preservitive (such as copper naphthenate) > 3/4" Beam splice at interior post locations LMechanical fastener _r hurricane clip See manufacturer's recommendations for additional requiremen s Joist -to -Beam Detail = 1'0" 10d threaded nail or #10 wood screw >3" staggered in 2 rows 2 threaded nails or screws at ea. end or end. Splices shall be located only over long, interior posts Beam Assembly / Detail N.T.S. If a beam is constructed with 3—members, attach each outside member to the inside member as shown here. 16" blocking (at overhanging joists only Joist Span From ledger to I/S Beam Secure decking to top of rim joist 10d threaded nails or #10 x 3" minimum wood screws and/or per manufacturer's specifications x 10 S.P. beam flush tight bearing) x 6 post W Q D_ PLAN: C L-2250GL/180313 Deck Plan & Details DRAWN B Y: D. Hemauer SC ALE: 1/4" = 1'0" DATE: April 15, 2018 PLAN STATUS: ■ z PRELIMINARY: ❑ LT First Step Designs where your home begins.... 1225 County Road KK Mosinee, WI 54455 715-693-9551 fsdesigns©mtc.net PROJECT Sc LOCATION: New Proposed Residence 12 Nurse Way Salem, MA B UILDER: North Beverly Builders LLC One Derby Square Salem, MA 01970 # 978-621-9066