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HomeMy WebLinkAboutPermit Building 2018-06-20® 244'0 1/41, 690 Anderson Lane : Residential Neighbor C:- CD0035'30" 21'-5" CD o� N ERMIT SHALL EXPIRE IF THE WORK 0 f �� ATTEPITiON: 0- quires you t0 RIZED UNDER THIS PERMIT IS NOT 3 CD z EN'ED OR IS ABA, NED FOR ® O o m rs, ;ac W ; ��\\ �r I czfilOtl v r. i 80 DAY PERIOD. Q4 ® ro a b S > OAR 9a2 0701 Q. I nN-i ( 0090 POLI I zy r fl.lu ay ® 73 m Gl��\0 Itl caliln�tt ce :.. P a o CL number for the V m; 1 '_;,:._n oW CL 1-7 o" �( centerw : m W CD rn 3Q !�\ e CD CD D Septic Field CD 5.0 F 0 23'-7" O r,. ecEIVSD V,'�"tJCJ'I� Jos No. TCD ONE➢i OCCUPANCY GROUP f Iy N Z N Grave0 Driveway �NIT(S) OCCUPANCY LOAD a N G± r� �y d Ul Rae' TORIES ) �J -7 TYPE GONSTRUCTIONI)"��L v m C %� d LEGAL DESCRIPTION j'j7rj2;S 4�C � � 17'_2" < �i �, .� u� 1 a t e 0" D O S A,l, GRF_53 Cf..._:yptiC: 11�'��11 �yvV it Ov x DWNER 141-7q 0 m a THE COST NTS HERE ON HAVEBEEN REVIEWED, WITH 3 � ® ® I T m AALTERATIONS INDICAED ON COLORED PENCIL. CHANGES m 0 m NOR ALTERATIONS MADE TO THE APPROr:ED DRAWINGS OR � 0) 4D 0 0 � &PROJECT AFTER THE CAFE BELOW SHALL BE APPROVED BY 2 i' Z N "iHE BUILDING OFFICIAL. o o ® ® ® (D w 0 0 r11 CITY ®F SPRItNGFI LIDI ®t2EGQN Z 0 CD T ®" ®ZI_ 4PPROV ED BY DATE p mCD 18 2'CD —/ Covered Porch � 419�11 -1 C 20'_2" D= Ck o CD b N m gx Shed: IONOVER w - No _ W I I 42'-21/2° & - o._ A I v N ® o p S 0036°30"® peon JO apelo 0 dal % NONE LJ4 244'0 1/4" Gravel Dane for access to 661 Anderson Ln -- - %E'E C m ci N� N m 2 = 0 N N C N� = O N Notes Minus Compacted Gravel Base - 4" 2. Moisture Barrier Below Gravel Base Project Name 18X36 Gambrel Barn With Lean -To Project Manager Name / Project Location /Contact Matthew G. White / 672 Anderson Lane 541-304-3951 matthewgwhite@gmail.com shee[Number Sht-3:1/4"=1" I Sheet Title 2D: Base /Sub Grade Notes 1. Moisture Barrier `compacted 3/4" Minus Gravel Base K36 Gambrel Barn With Lean -To Project Manager Name / Project Location /Contact Matthew G. White / 672 Anderson Lane 541-304-3951 matthewgwhite@gmail.com sheet Number Sht-4 :1/2"=1" 1 Sheet Title 3D: Base mil Notes W X 6" D minimum gravel draingage base surrounding entire building 2. Barn Stem Wall 3. Blockout for Doors 4. Lean-to Stem Wall 1 Project Name 18X36 Gambrel Barn With Lean -To Project Manager Name / Project Location /Contact Matthew G. White / 672 Anderson Lane 541-304-3951 matthewgwhite@gmail.com Sheet Number Sht-5:1/4"=1" I sneer Title 2D: Foundation /Stem Notes abeu � Bele rade 2. 12' W z f "jmi Footings �fy GoNcszETE FOl!>Jfl�TION Srrew ry wait- 9 placed on solid earth 1OE7., Zo%7 o2.SL 1 3. Excavated area for �� ��-'n� ��-�•t•�•< <� 5� �,T���'�i ,�-, ,------r,� $ footings and foundation a 4. Moisture [Weed = Barrier -- % 5. 4" Compacted 3/4" Minus Gravel Base 6.-gf6"6Horizontal Rebar @ 24" spacing in Footer 7. e/8"'tiertical Rebar at 24" Spacing 1 S. Gi8BE Horizontal Rebar at 24" Spacing 6 1/2" Below Stem Wall Top 9. 1/2" X 10" J bolt to seat sill plate to stem wall spaced @ 4' OC and Air C +r + % no greater then 12" ir 10 y " � s z : � 'v -• :fig �' °� _ �" .` f.:" tn� S z. yyr �1 from edge. Minimum 2 -�'z.. "fie'i,..•' .r ms_ .o "FZ."t: . , ,t. -av �M; ►Z' NtN. a, ,,'. ' y _ lZ''r�tr,. per wall. 7" Embed Depth Minimum DEpr •+ PGrto 10.6" D X 1' W Gravel Pad faa�f for DrainagE Mao to Surrounding Entire 2017 OWZS Building 2 5 1�tfT�Ntt` Fl�ppn FIN I�tt16p �+sex TO pi0'iTOr" e F F oc]OT MC4 3 Frame 1 T' x 6' Frame 3 - 2" e 5" h 7 Frame 1 T' x 6' Frame 3 - 2" e 5" h 8m6m V I __ter rn co II �I Frame 1 T' x 6' Frame 3 - 2" e 5" Vvivi h Vvivi __ter Frame a Z' x 6" _1 2 3 1. treated sill plate bolted to stem wall with 1!2" X 10" J bolts 2. Double 2X6" Bottom Plates 3. Double 2X6" Top Plates 4. 2X6" Studs 5. All nailing completed according to State Structural Specialty Code: Table # 25-Q - Nailing Schedule: Frames constructed with 4 16D Framing nails. Galvinized nails to be used in treated lumber Sill Plate 6, Triple 2X12 Header 7. Double 2X6 Header trema a-rxa- Frame fi - 2" x 4" Notes 1. All nailing completed according to State Structural Specialty Code: Table # 25-Q - Nailing Schedule 1 Project Name 18X36 Gambrel Barn With Lean -To Project Manager Name / Project Location !Contact Matthew G. White / 672 Anderson Lane 541-304-3951 matthewgwhite@gmail.com Sheet Number Sht-9:114"=1" I Sheet Title Framing - Gambrel 3 1 2 0 Notes 1. Ribbed Metal Roof for Lean-to - 29 Ga Steel 2. 23/32" Plywood Sheathing APA Rated for 24" OC for Flooring 3. Ribbed Steel attached per manufacturer spec with Wood Tek Screws 4. Decking attached with Wood Screws at 12@ OC to [joists - Construction adhesive will also be run between I Joists and Decking 5. All nailing completed according to State Structural Specialty Code: Table # 25-Q - Nailing Schedule Project Name 18X36 Gambrel Barn With Lean -To Project Manager Name / Project Location /Contact Matthew G. White / 672 Anderson Lane 541-304-3951 matthewgwhite@gmail.com sheet Number Sht-10:1/4"=1" 1 Sheet Title 2nd Floor 2 Notes 1. 7/16 Structural Sheathing with APA 24 OC Rating covered by .344 Duratemp Structural Siding Panels attached with 8D nails to studs spaced @ 6" OC on edge, 12" OC in field 2. 29 Ga. Ribbed Steel Roofing Panels 3 attached with 2" Tek wood screws per to j manufacturers spec - 12 screws @ panel edge, 9 in field. 3. 1 X8 Exterior Trim 4. 36" w X 80" High Door 5. Rimboard for I -Joists 6 6. All nailing completed 4 according to State Structural Specialty Code: Table # 25-Q Nailing Schedule Notes 1. 1X8 Exterior Trim 2. Edge Flashing attached with exterior rated neopreme her wood screw. Notes 1. Lean-to roof 2. Door between barn and lean-to 6'4" wide X 8'2" high k 112a;;z�ssaesc*tia4Vaatv A p IYas:�a�xa suassaes. as;4„. t.� �2 Project Name 18X36 Gambrel Barn With Lean -To Project Manager Name / Project Location / Contact Matthew G. White / 672 Anderson Lane 541-304-3951 matthewgwhite@gmail.com Sheet Number Sht-13:1/4"-1” sheet rine Elevation South �3 Notes 1. Total Barn Height below house height of 21'9" - highest point 14" universal ridge flashing. 2. Vertical Wall Sitting on 12" Stem Wall 6" Above Grade 3. House Wrap Under 7/16 Structural Sheathing Notes 1. Per Metal Sales MFG: Spec of Ribbed Panel Roofing System: Inward Load: 81 PSF Outword Load: 103 PSF ht: .62 PSF *Engineering Attached 3 Notes 1, 23/32 CDX or better 1 1 11 4 . Plywood Gussets Mounted on both sides of Truss. Gussets to be glued with loctite PL Premium Polyurethane Construction adhesive. Truss joints to be nailed and clamped until full cure is reached (24 Hrs.). Truss gussets to be nailed to truss in 3 rows of 8 with 8D nails. 2. 67.5 DEG (29:12) 3. 22.5 DEG (5:12) 4. 2X6 #2 Douglas Fir Truss Rafters 1 i-� W � o w/AWp 2 Of iiW;c�a 4.1 M5 0 zla, ai m CS.i'1m=o rno m c5 o min Si z Sim m LL of O 0 N -------------------- �Nplcr m CJ o Q a z��Q �J CL cc W �'� Ze W Mt z d a as E In � N x w x U V _ W U) X I1� L N Im Q N '� O N 0` m Q O G I fV N l0 I �♦Li � N (n N O d Z V O N jy N 2 d p y o o 0 0 LL m M -O N 'O j U_ O 3 i �.., O -0 wo N Co c v > i .No O O U O o o m m 0 y w 0) m = U g of N N C N E 0 � J rG J I i u a L L v C Lr ao rn M I*I O CI o] a� II 11 cM'i w�/•{NZ n 1, q= C Z 0 W ', w c 0 W, x o d Z�gW � a � + v c U) LLJ W 0 ;moi x H W ted. LL S M m OE M N ao rn M I*I O CI o] a� II 11 cM'i 1, M C r0 0 U a � o + o c U) ao rn M I*I O CI o] II II 11 cM'i M C r0 Y o 0 II L O d z W N �?N COO'7(0016 Z CO N O O O O O O � 6 � aOO a r M 10 (07 II 7 If 007 O N a m 0 I W O N N LLJ �U O E amid ami (4im � 07 a WM L OL o x U I U O y U E II CL O O r O O O O 66 Ul' II II II 11 II Z .`., a s W �. W'<= N $ tl�ca If W � C%4 NCNI t. � AS LL h y ytj M Q i(n N O O N M M a l M M 0 t0j In ui II If a N cN- ^ m U If a .o @ 0 t p U O 0 0 x w 'a UU U �?N COO'7(0016 Z CO N O O O O O O � 6 � aOO a r M 10 (07 II 7 If 007 O N O m 0 O M O N N I O �U O E amid ami (4im � 07 a 01�cc; L OL N x U I U O y U E II CL O O r O O O O 66 Ul' II II II 11 II it It N E r N � II If W C%4 NCNI (n 0 h M E M Q i(n N O O N M M a l M M 0 �?N COO'7(0016 Z CO N O O O O O O � 6 � aOO a r M 10 (07 o� 7 000 007 O 10 0) m 0 O M O N N I O O O E O1 CO 07 N 01�cc; L OL N x LL I O O y E II CL O O r O O O O 66 II II II 11 II it It If E N N II If C%4 NCNI (n 0 h M N M �L i(n W O O N M M l l M M 0 t0j In ui II If a N cN- ^ M U If a .o @ v U U 0 0 x w 'a UU U ya N co cd L LL LL cmd 0 r � IY N N U U M O U) N O O r cm a n x x 7N o� ONO na 007 O co co > O O O0 O I 0 CL CL II O O E II II N L OL N x LL I O O y E II CL II a N LL LL Of n� OIA Q W 7N o� ONO �o 007 O U11 N.- O O O O0 11 0 00 C O II II II II ❑ u� m n co O. O O N aao Q o� f �o N O U11 II II II ❑ u� m n co O. O O N Q N f U N O II O 11 y 0 C E U m x y E N U as m E N N 11 W N Q N M O II 11 W ` � �)■ \ Lr�)§-! LAmJ �)aN&■ z!3■!= usi f 1 <k� |N \� \ !I 2 �) } ]k ± { 00 CO x�� -- CL CL CL CL f �f\ A 2/ �o}2a . \[ § )}§\xƒ00 7 _CD 3§ _ )_ u LL. - a \ 2 2 / » a \ x §LL 0k ) �I& C%j co Go § � - \ooo CN § w ±E&m 10CD LL IL LL $/§ ) /w 2a' e aw %<)//k & CO §)6c6$k §q §° CNE & \ k]44\\{ c@@ 4~^ M }§ \« e0 u § LLEJ w■�, LLJ;_so, w § �� LLMJ ; MIN� � \ \ x :0- ,\\k ± { 00 CO x�� -- CL CL CL CL f �f\ A 2/ �o}2a . \[ § )}§\xƒ00 7 _CD 3§ _ )_ u LL. - a \ 2 2 / » a \ x §LL 0k ) �I& C%j co Go § � - \ooo CN § w ±E&m 10CD LL IL LL $/§ ) /w 2a' e aw %<)//k & CO §)6c6$k §q §° CNE & \ k]44\\{ c@@ 4~^ M }§ \« e0 u § a � �)■�§ �)§§}, LLIJ :5 0 z as c ��§■t§ !& LLJ �\\ - \)� � Notes 1. 23132 CDX or better Plywood Gussets Mounted on both sides of Truss. Gussets to be glued with loctite PL Premium Polyurethane Construction adhesive. Truss joints to be nailed and damped until full cure is reached (24 Hrs.). Truss gussets to be nailed to truss in 3 rows of 8 with 8D nails. 2. 67.5 DEG (29:12) 3. 22.5 DEG (5:12) 4. 2X6 #2 Douglas Fir T Truss Rakers 1 -p 9 PROFFs G i N f4 � S✓�Z (� 19 r O G01 yAFL ALPN RENE`!dSJ- , !J(c