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Home My WebLink AboutPermit File BLD-2023-0753 1211 34th Street LLIU }' L0 M N ti Q 00 00 L) Q CV F_ CD M E M � N F_ Area inside Dashed Box µ „s,ry • Denotes Structural Scope, Typ. � e lf w �O 0011, lb (0 +� - cow 01 -------- -p�' -- -----co'�- ��i+ � W -L , Vr I6x1 0I k V f •�, Dropped p. ' 10 I N` Roof Framin I per Notes I co I 0- oo a oo � I W E � v(Do o 10 I 9 I L S-3.1 '° S-3.1 I � -------------------- 14 -------- -- -- -u tK-- t` t` I �, .......... I S-3.2 a I S-3.1 I }' U_ O o f I (E) Framing To o z X CO o I I Remain I z I I Area inside Dashed Box I I Denotes T The use of these plans and specifications shall be I e otes Scope, yp restricted to the original site for which they were prepared .... .... .. .. .... .... .... .. .. .... ... .... ....� I - and publication thereof is expressly limited to such use. I . ...... . --- ----------------Q I ----- � Reproduction or publication y any method, In whole or r in part,is prohibited. Title to these plansspecifications ------------ remain with Alpine Engineering, LLC. without prejudice. I 12 -------- ----------� Visual contact with these plans and specifications shall 14' " constitute prima facie evidence of the acceptance of these 6x 10 �'� I � S-3.1 0 I P P -- ----------------- ---------- - ---- - 6 I restrictions. LJ I 2 2 Ridge I I x6 ---- ----------- --------- I I Engineer of Record:. Hdr. g 6 II 18 1-k Cn -3.2 -3.1 I III q�v VJ 0, o -I U d iv . .g e g' IC .... . ... I.... 4011 17 13 S-3.1 z _ -I I I S-3.1 � W e I 5 I I ;q � I rl 4 S_3 2 S-3.1 I N = I --------------------------------- ---� I Kol0 I S-3.1CN I L------------- ---- ---- ------------ ------------- c0 I O I (n Cn N I O Ia) (n -I :3 Cn c� (n .Co I L 0 I I � E Cn I I E �' I a) I zoo I I rM LU 3 S-3.1 IQO I i I I I I M :E I I I 18 I I Cl) I 2 I S-3.1 � I I ca S-3.2 i I I . .0 I � I I I G L B 24 F-V4 5-1/2 x 12 I I � I M � I i �, Hdr. I � IrIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII� � 1 I 4 1❑ �+ I � � ♦"� I 6' � L -----------------L-- -�- ---------- y 28 �� I 0 12 C� N LRof F ra m I nL I ,,,,,,,, per Notes rl 6 I I I ...�I LM S-3.1 I 0 � a ao 0- I I I co o CO� I I 61 z + o I I ��,iI� (E)Trussesto �� M I Remain I I I I S-3.2 setbackI I ® Covered porch may only 4 I I extend 6' nto front setback, ie it should be 14' S-3.2 back from the front property line. \, Area inside Dashed Box Denotes Structural Scope, T Revision: 1 Wall Rev. add 1' 20 Oct. 2022 GENERAL FRAMING NOTES 2 Wall Rev. 28 Nov. 2022 (N) Beams (per Call-out) 3 Roof Revision 31 Jan 2023 (E) Beams to Remain All Beams to Bear on Plates w/ Indicated 0",Ool .A? Post or Doubler Below Unless Noted Otherwise All 4x&6x Lumber to be DF#2, Unless Noted Otherwise WALL SCHEDULE Denotes Approximate Areas of Overbuild. Overbuild on Plan SHEARWALL SCHEDULE Framing Consists of 2x8 Ridge, 2x6 Rafters, with 2x4 Roof sheathing to be 5/8" plywood or OSB, PI 40/20, Stud wall locations per Architecturals. Vertical Supports @ 48"o.c., Staggered. nailed w/ 10d commons at 6", 6", 12" E Wood-Framed Wall to Remain DESCRIPTION NAILING TRANSFERS2 All Walls to have Continuous Double Top Plates, DBL. SILL PANEL 1/2"03 SDS4 A35, LTP4,5,6,7 16d s TRUSS DRAWINGS All Splices to be per Detail 8/S-1.1 NO. SHEATHING PANEL BLKG. SIZE SPC G 16d Pro En r D. Shapiro p p (N) Non-Struc. Wood-Framed Wall SIDED PLATE B DRY AB Screw or LTP5 Toenail j. g .: p� Manufactured truss (i.e. prefabricated truss) drawings are required. Truss drawings must be received by the Architect -.1141111 ) Roof Rafters -- 2x8 D.F. 24" oc 11110- 6 15/32" CDX Plywood N N 2x 2x 8d 6" 31" 20" 33" 5" 6" Proj. Mngr.: B. Hausmann (or designer) in time to ensure adequate coordination with in Simpson LUS Hangers, Typ. (UNO) Wall Thickness per Arch. Structural Engineer. Refer to the Material Specifications for � Min. 2x4 D.F. Stud @ 16" o.c. Date: 9 Sept. 2022 Scale: 1/4"=1'-0" additional requirements. Truss drawings shall include but Pre-Fabricated Roof Trussed Others Q_l�oc W 15/32 CDX Plywood Y N 2x 2x 8d 411 211113112311311 4 q g ( All Truss to Truss Hangers per Mfr. T UNO (N) Struc. Wood-Framed Wall Alpine Eng. Job No.. 22053 are not limited to)the following: g p � yp ( ) 1. All connections related to trusses (i.e. truss to truss, FOOTNOTES: (E Framin to Remain) Wall Thickness per Arch. 1. All nails to be COMMONS or GALVANIZED BOX. All field nailing to be 12 oc, UNO. Conventional framing to truss, truss t0 top plate, etc. Min. 2x6 D.F. Stud @ 16" O.C. 2. All transfers to be installed into min. 1-1/2"thick members, UNO.Where clips are spaced less than 6"oc,stagger clips on each 2. All related bracing for trusses. side of wall. Waterproofing, flashing, &finish details per Architecturals. N Struc. Wood-Framed Wall 3. All anchor bolts to be embeded 7"into concrete foundations,with 3"x3"x0.229"thick plate washers,minimum.Washers may be s ROOF FRAMING 3. Any camber needed to minimize excessive deflection. ( ) y 4. Adequate design to prevent any lateral movement. lotted(slot length not to exceed 1-3/4 )w/standard cut washer placed between nut and plate washer.Washers shall extend within See General Notes &Specifications for additional W II Thi kn r Ar h. OLDOWN SCHEDULE 1/2"of the edge of the bottom plate on the sheathed side. At walls sheathed on 2 sides, plate washers shall be alternated to each . Adequate design t tin n vertical I p a c ess e c PLAN 5 dequa a des g O sustain anyload. p �� side of plate.[Governing Bulding Code,Section 2308.3.2][AF&PA SDPWS 4.3.6.4.3] 6. The builder agrees to hold the Architect(or Designer) & requirements and material specifications. Min. 2x4 D.F. Stud @ 16 o.c. HOLDOWN / ANCHOR/ 4. Simpson SDS 1/4"x4-1/2"Screws through 2x sill,or SDS 1/4"x6"Screws through 3x sill or double plates.Install into minimum the Engineer harmless for omissions due to delayed All dimensions per Architectural plans Provide wall length continuous full depth solid YPE STRAP MIN. POST EMBEDMENT DETAILS 1-3/4"thick members(rim and/or blocking).[ICC ESR 2236] 5. See details for permitted transfer clip types and locations. receipt of truss drawings. blockin where floor oists er endicular or double 6. Orient LTP4 and LTP5 clips such that the Ion dimension is horizontal. Contractor to VERIFY all dimensions w/Architectural plans g ( J p p ) SSTB 16/ p g PRIOR to commencement of construction. floor joist (where joists parallel)for all walls above. 1❑ HDU2 (2)2X 13„ Min. 6/S-3.1 7. Where LTP4 clips are installed over shear wall sheathing,fasten with full length 8d common nails. 8. 16d common nails through the sill plate to rim member or blocking. °f All truss engineering drawings truss types and detailed Walls above .. - - �J 9. Install screws into 3 1/2 wide continuous member,staggered 1 1/2 apart. Contractor r shall verify II existing conditions n prior t . . . . . . . . f. � ,, Co acosa e ye e s gcod ospo o � � gg p shop drawin s shall be a roved b the project en ineer �, 10. Install screws into Glulams or solid sawn member. LSL LVL or PSL members are NOT acceptable,UNO. a construction & contact Engineer and Architect regarding any 1. Shared holdowns to be installed per detail 11/S-1.1, Typical Shearwall ` prior to the installation of the trusses. (Shown for clarity) 11.For Blocked shearwalls,all panel edges must have flat 2x4(min.)blocked and nailed as per boundary nailing spacing. wooer discrepancies. Intersections, (UNO) DO NOT SCALE THESE DRAWINGS. Refer to Architectural plans for all dimensions. 0 Overbuild Area Per Plan Roof BN Along Cripple Wall N C*1U CD C-4 P... Shear Wall BN J 00 00 Roof Boundary Nailing L) Q N to 2x Solid Blocking ............. N C0 ............... (N) Roof Framing per Plan w/ BIkg. @ 48" oc. UJ (2) SDS Screws 2x UJ > Fascia, Ledger into Ea Stud Flashing & Z V Gutter Per Sheate and Fasten Cripple Wall per Arch. LTP4 or A35 on Other Side per SW Schedule Type 6 SW. SDS From Cripple Wall to (E) Roof Trusses to Top Plate Below, Spaced Per SW SW Boundary Nailing Remain Sched. Z Lai UJ E SW Boundary Nailing 0 Shearwall per Plan A35 Per SW Schedule, or 1.4 (E)Wall to Remain 48 o.c. at Non Shearwalls A. Sheathing May be Placed on Either Side of Wall 0a uuuuuull Poo, V. 'Well 11�, ........... /11 ........... .............)"lif 'SHEAR TRANSFER T O ROOF ■ SHEAR T RA N S F E R T O T R U S S E S (17 13)—i 9 45 1 NOTE: (E) Roof The use of these plans and specifications shall be restricted to the original site for which they were prepared Framing Above Not Beam per Plan and publication thereof is expressly limited to such use. Shown For Clarity Reproduction or publication by any method, in whole or in —Flo part,is prohibited. Title to these plans and specifications remain with Alpine Engineering, L.L.C. without prejudice. Visual contact with these plans and specifications shall constitute prima facie evidence of the acceptance of these ro) Roof Boundary Nailing Engineer of Record- BC Cap to Fit 01 Roof Framing King Post per Plan per Plan w/ Blkg. @ 48" oc (2) SDWS Screws to Each Stud I(,")kS 14 BC Cap to Fit Cont. 2x for Length of Wall II0 (E)Wall to Remain .4 Beam per Plan A. 11 »�, ,r �� » �� I�� 11 »� �� M111111111I[Iff Id �11 11 111111111111) r�� LOW ROOF T O WALL (P A RA L L E L�, ) 18 14 10 6 NG POST TO RFAM 2 t� NOTE: (E) Roof Framing Above N ot Shown For Clarity O 0 L M :E U) op"IC 0 1", Roof Boundary Nailing '010, ii I ii'i ii iiil,i ll, ill ii I,ii iiil,il, lilt ii i,iii lilt,ill., ill ill. Ikevisi"o Tom LM TOM Roof Framing 41airy 9' per Plan C, t� Simpson LUS Hanger (3) SDWS x 4" @ EIA Stud M Cont. 2x Ledger for Length of Wall (E)Wall to Remain Revision: Poo,(00)), ff"ll Poo, U uns)" ip�,Ijmmo 111111111110), 1 / ........... ........... LW ROOF TO WALL (P ERP) (I ........... "t"')Ill 111111111111II(Iff 104111111111101/1P 1111111111.1.1.1. 1111111111111)), O 19 15 11 7 3 Wall Rev. add 1' 20 Oct. 2022 Wall Rev. 28 Nov. 2022 Roof Revision 31 Jan 2023 z 2x Solid Blocks Boundary Nail Over III ST22 Straps Fully Nailed L Proi. Engr.: D. Shapiro Proj. Mngr.: B. Hausmann SKYLIGHT OPENING Date: 9 Sept. 2022 Scale: NTS Alpine Eng. Job No.: 22053 STRUCTURAL All Roof Provide U Hanger to Fit Double Joist DETAILS Framing I I I per Plan UNO Double Joists Each Side of Opening III 0 111111111111��........... 1111111'i S �1111111 0 111111111111��........... J J S �111111111111) 1111ll>1110 111111111111��........... ..Ili S IIIIIIIIIIIIIIIIIIII II IuIIuIImII IuIIuIIuIIuIIuIIuI II IIIIIIII»»I»ImI r»I q(IlI�fJrl7. 1111ll>�!UU lllli1�.1�,�.I/��GlloJ.,l I/III»,,»,�i�l»�irq�l!U/,.IIIIIIIIIIII �IJ /C IIIIIII IIIIIIIIIIII II IIIIIIII »»Im» SKYLIGHT FRAMING 20 16 12 8 » ........... If 111111100, 4 DO NOT SCALE THESE DRAWINGS. Refer to Architectural plans for all dimensions.