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HomeMy WebLinkAbout2016 DeckF1 EL11 Jelly VVA a x1 4a€" Ea, fez _F' N 1 a5m3 >t,� REVIEWEL � 9 IpnPna ""cx. , r, SV yin 9P 7R7 'L IF„in Id 1 �nLl� 7t'L.S" Ix- I ,r`C-N, a' 9 ka r$e m'! g)c"w R ALL t,. 5P.�o'J.ima c nu'A N1 eiviO ^R'N`i Q7eVrI TW € Iro�t ,, 'Glia CCT `411. a ISaa � J , N: N '. r m Ob 2a 1 5 P 1 ,N x g >s?rV;u x si e°n s Mwxv 1 mn a.Lv u imJa m araY nx 4 TLb� R 'at co® sD'a9U d'a? rs m% ad a r'E ®is aans a10 K ,rnw� inti€� m'c a�smm a my w++eu. 5➢�.r Ye awf a'"Il' V L wY �a n e aru ao9„' ;� 'gym ads., �n a16v Cf bin Fa,'mT' Zn :F.` FA sn m av ,. ilm a -� a c Ons cl v € g mu eC rL a.xnn0erec e �omlduw I� L ads. I) Al. Itr'w b"ns a.€ Wu j as y m krax€�. �,j Ldp „:J:4FJ5:>�,'a a - 1.'eifav E4h:^ S ,.e.2a.t',`?. I.Lr ae.6Y �Jt Yr,I: �iL�'aryRd iLL^ 9Yh.4V+/ siae.v y hr -,w w&ag O u rxay a`taF�it v: ,.. .�.z,�iuttl5 apio0aa v�,uao0 s9nn5 ase�'aYbess ;Hwv. A PNH ELTV @ LOT "1, BLOCK, 8, Cdi!OK; CE YsLNY E.15 -E yPa'D 6'D -D: L5:J.3t= aet� e aP Man Data FB Bas m nnE00© Y'D vaon Pro )oscd Elevations ____ Proposed Garage PloorLleeaUon - 1080.7 Proposed Top ofFoundation Fleaation - IOxLU Proposed BaATlleil Floor Elevation - 103"01/ h” flfii a n xtie% v '8 8,. > k P3'�arajCj ZO' �awst k � I a. aP7mvseLt Vlr Isw' 1 LE.CEN y^ -9Fx :�M E'NRV&TN? � d deg ice"-�IWPYkMWR ® Ts.t � &via � %odV% fit"ero3v5. 1�.8 Y"t +H PA450 GAg kea3:➢[ S Y6@T`ul!fi EQ.b�39.Gd+$S rw Y�l :5%d 6p i0�p'NxNs �r 5YfrfIfY'a[awF45 I tx,U`�9a a W"✓ AnNS Y C`S.'€I�S eHIIFIR �. bz+ 3F. gla$r41f S3 tl!T".ftPs'0 fiEb IEu3J d'b:. vnV4'urS+ � ]0u(Y 6MYd --L6.-P. nufL'a9i6 y!,f4lA�abfrT 'm ."WPd' HIR[. '� `&51fi16 �—.•41#it "g5"€. :fH1uA(YXR� SFlAYS&Rtl'J(uwY%F BRi¢ ai�tFXB `_. 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N7. 491AX, 1161---- '1 15 W) A?c RC �LL N NEE l GY 10,92 O %1G �cwes ivy ewgeW�er.} ° lR Qlh�y\C CG�cY`h�e'h�M `iCY'2o� d t 0 S 4tl HRE-BE9?GQUB Nc. 1�lFas REVIEWEL � 9 IpnPna ""cx. , r, SV yin 9P 7R7 'L IF„in Id 1 �nLl� 7t'L.S" Ix- I ,r`C-N, a' 9 ka r$e m'! g)c"w R ALL t,. 5P.�o'J.ima c nu'A N1 eiviO ^R'N`i Q7eVrI TW € Iro�t ,, 'Glia CCT `411. a ISaa � J , N: N '. r m Ob 2a 1 5 P 1 ,N x g >s?rV;u x si e°n s Mwxv 1 mn a.Lv u imJa m araY nx 4 TLb� R 'at co® sD'a9U d'a? rs m% ad a r'E ®is aans a10 K ,rnw� inti€� m'c a�smm a my w++eu. 5➢�.r Ye awf a'"Il' V L wY �a n e aru ao9„' ;� 'gym ads., �n a16v Cf bin Fa,'mT' Zn :F.` FA sn m av ,. ilm a -� a c Ons cl v € g mu eC rL a.xnn0erec e �omlduw I� L ads. I) Al. Itr'w b"ns a.€ Wu j as y m krax€�. �,j Ldp „:J:4FJ5:>�,'a a - 1.'eifav E4h:^ S ,.e.2a.t',`?. I.Lr ae.6Y �Jt Yr,I: �iL�'aryRd iLL^ 9Yh.4V+/ siae.v y hr -,w w&ag O u rxay a`taF�it v: ,.. .�.z,�iuttl5 apio0aa v�,uao0 s9nn5 ase�'aYbess ;Hwv. A PNH ELTV @ LOT "1, BLOCK, 8, Cdi!OK; CE YsLNY E.15 -E yPa'D 6'D -D: L5:J.3t= aet� e aP Man Data FB Bas m nnE00© Y'D vaon Pro )oscd Elevations ____ Proposed Garage PloorLleeaUon - 1080.7 Proposed Top ofFoundation Fleaation - IOxLU Proposed BaATlleil Floor Elevation - 103"01/ h” flfii a n xtie% v '8 8,. > k P3'�arajCj ZO' �awst k � I a. aP7mvseLt Vlr Isw' 1 LE.CEN y^ -9Fx :�M E'NRV&TN? � d deg ice"-�IWPYkMWR ® Ts.t � &via � %odV% fit"ero3v5. 1�.8 Y"t +H PA450 GAg kea3:➢[ S Y6@T`ul!fi EQ.b�39.Gd+$S rw Y�l :5%d 6p i0�p'NxNs �r 5YfrfIfY'a[awF45 I tx,U`�9a a W"✓ AnNS Y C`S.'€I�S eHIIFIR �. bz+ 3F. gla$r41f S3 tl!T".ftPs'0 fiEb IEu3J d'b:. vnV4'urS+ � ]0u(Y 6MYd --L6.-P. nufL'a9i6 y!,f4lA�abfrT 'm ."WPd' HIR[. '� `&51fi16 �—.•41#it "g5"€. :fH1uA(YXR� SFlAYS&Rtl'J(uwY%F BRi¢ ai�tFXB `_. 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N7. 491AX, 1161---- '1 15 W) A?c RC �LL N NEE l I p a` 'p h - 9q M; A, tyrl r,J w In OF t/otlr', Concept Approval ONLY Sub act to Field Inspection eetor Date ob Site Copy O City Copy 4- Beit A'?a "'Vz5 e&- +4 l a ftv'%✓ A7 req,d de ch -,4 -ii 100d,5 --a 4Q- 9tn:u-4c4. -; y= ' { / �16r f�eW S'/i1GWl'V, r I' N l VAl N.l vl- f illi ciiu`-��.- k bell l b.ell 2015 Deck Specifications • Footings must be a minimum 12" diameter and 42" below grade with cardboard tubes.(R403.1) Diamond piers approved. • Post/footing connection shall be a foundation anchor or an approved post holder bracket.(R407.3) • Post/beam connection shall be an approved post/beam connector or solid wood bearing at beam -ends. No Strapping. • Wood shall be cedar, redwood, black locust, black walnut, or preservative treated wood.(R317) • Guardrails rn mmum 36" above the finished deck boards for decks more than 30" above grade. Open guardrails and stair railings shall have intermediate rails spaced so that a 4" sphere cannot pass through.(R312) Do not notch 4" x 4" posts. • Floor joist & Stair stringers spaced at 24" o.c. require min. 2" wood decking. Floor joists/stringers spaced at 16" o.c. may use 5/4" wood decking. (5/4" decking may be installed diagonally across 16" o.c. joists) Composite decking shall be installed per manufacturer's specifications. • Beams/girders shall not bear on ledger but on sill or top plate of wall. Beam splices shall only occur over center ofposts. 1R 4o Jo NII NII J1 'iia$ zn o- t;—_ (P h ; ` 2015 Deck Specifications (Continued) • Ledger connected to house with staggered '/2" lag screws/bolts @ 12" o.c. for joist span 14' or less and double lag screws/bolts @ 12" o.c. for joist spans greater than 14' with proper metal flashing. Other connectors allowed per manufacturer. • Fasteners (screws & nails) must be corrosion resistant. Only joist hanger nails may be used in joist hangers with all holes filled. (Roofing nails are prohibited) • Special design is req'd for decks attached to house cantilever. • Future Porch- posts must be at outer portion of deck rims, beam cantilevers are not permitted and larger footings required. • Lateral loads of decks shall be restrained by attaching bottom of deck joists to top plate of basement wall at 4 locations. • Stair Stringer shall be attached to the deck rim with approved galvanized strapping or hangers. • Landings: min 36" length and width. • Handrail 34"-38" above nosing. 1 '/4" to 2 5/8" cross section & continuous. Stairs w/4 or more risers require handrail. • Stairway: min. 36" width; 10" min tread, 7'/4" max rise with 0r Vs" vatinn�'_R"min hrnoi.' "2t tVli }veke� gel rar ®� r%w vlti�t- 4- .�.-. urrt, MP�.t r I' N l VAl N.l vl- f illi ciiu`-��.- k bell l b.ell 2015 Deck Specifications • Footings must be a minimum 12" diameter and 42" below grade with cardboard tubes.(R403.1) Diamond piers approved. • Post/footing connection shall be a foundation anchor or an approved post holder bracket.(R407.3) • Post/beam connection shall be an approved post/beam connector or solid wood bearing at beam -ends. No Strapping. • Wood shall be cedar, redwood, black locust, black walnut, or preservative treated wood.(R317) • Guardrails rn mmum 36" above the finished deck boards for decks more than 30" above grade. Open guardrails and stair railings shall have intermediate rails spaced so that a 4" sphere cannot pass through.(R312) Do not notch 4" x 4" posts. • Floor joist & Stair stringers spaced at 24" o.c. require min. 2" wood decking. Floor joists/stringers spaced at 16" o.c. may use 5/4" wood decking. (5/4" decking may be installed diagonally across 16" o.c. joists) Composite decking shall be installed per manufacturer's specifications. • Beams/girders shall not bear on ledger but on sill or top plate of wall. Beam splices shall only occur over center ofposts. 1R 4o Jo NII NII J1 'iia$ zn o- t;—_ (P h ; ` 2015 Deck Specifications (Continued) • Ledger connected to house with staggered '/2" lag screws/bolts @ 12" o.c. for joist span 14' or less and double lag screws/bolts @ 12" o.c. for joist spans greater than 14' with proper metal flashing. Other connectors allowed per manufacturer. • Fasteners (screws & nails) must be corrosion resistant. Only joist hanger nails may be used in joist hangers with all holes filled. (Roofing nails are prohibited) • Special design is req'd for decks attached to house cantilever. • Future Porch- posts must be at outer portion of deck rims, beam cantilevers are not permitted and larger footings required. • Lateral loads of decks shall be restrained by attaching bottom of deck joists to top plate of basement wall at 4 locations. • Stair Stringer shall be attached to the deck rim with approved galvanized strapping or hangers. • Landings: min 36" length and width. • Handrail 34"-38" above nosing. 1 '/4" to 2 5/8" cross section & continuous. Stairs w/4 or more risers require handrail. • Stairway: min. 36" width; 10" min tread, 7'/4" max rise with 0r Vs" vatinn�'_R"min hrnoi.'