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THE CONTRACTOR SHALL INVESTIGATE THE EXISTING CONDITIONS IN THE FIELD AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 4flhI . ROOF FRAMING FLAN �, _ f i! N 3/16 _ 1 PLAN NORTH LEWIS & VAN VLEET INC. FAHR RESIDENCE ;JULY 23, 2018 CONSULTING ENGINEERS 11GARD 18138 . PADI NO �`: , 18880 sw beogonea fern road OREGON {Y ,, t503tin88.5.8605 $hone ow) 885.1206 fax ROOF FRAMING PLAN Si • * 403931"41* c��GTN .5 Q 15,1. EXISTING 2X FP).- it • , `i, F,4 EXISTING RAFTER /% 'iii M ES 117— �• WOOD TRUSS 'f��.1"� '///// EXPIRES 12-31-2018 i 0 NISI SIMPSON "I,SSU2S" HANGERS LINE OF EXISTING NEW BEAM PER PLAN BEARING WALL- TO BE th REMOVED ' t FRAMING DETAIL S2A I" = II-0" EXISTING WOOD TRUSS ADD NEW 2X4 AT 48" O.C. W/ C2}- 10dr0SEAMAND NEw cNr. 2x4 rift 4 IIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIILIIIIIIIIIIIIMIIIIIMIIINIIIINNII ADD CONT. 2X4 WI NEW BEAM PER PLAN (2)- led TO EA. WEB 0 FRAMING DETAIL. S2B 1/2. = 11-0ir LEWIS & VAN VLEET INC. FAHR RESIDENCE Jol Y 23, 2018 CONSULTING ENGINEERS TIGARD8138 let. 18660 sw boones ferry road OREGON iiii 94.Z., tIn5gg97062r , (503888605 phone S2 503) 885.1206 fax FRAMING DETAILS N. S' IQ C URAL • `OIPAOF-1:3:5, L Oji -, ` NEW SIMPSON "THA4I9" HANGER fill„F'/-WRAP OVER TOP OF SUPPORTING BEAM AS REO'D AND NAIL W/ 06}- - r Noc"16d NAILS MIN. TO SUPPORTING 9411- 3, 2a 4.,10 BEAM -FILL ALL HOLES AT IA M s SUPPORTED BEAM NEW SUPPORTING UN SEAM PER PLAN in EXPIRES 12-31-2018 Ta AIM11 fill. M i an NEW SUPPORTED LINE OF CEILING BEAM PER PLAN 0 FRAMING DETAIL. S3A 1" c 1'-0" EXTERIOR NEW BEAM .-----------'.1 TRUSS CHORD PER PLAN f,/' - EXLSTING .,- i BLOCKING /,� �/ r_, _ �'''� \--- H FIELD VERIFY EXISTING FRAMING CONDITION (4)- 10d TO BEAM Ilik \-- t (2)- 10d N\-- ADD NEW DOUBLE STUD BELOW BEAM I ADD NEW FULL HT. STUD EA, SIDE 2 FRAMING DETAIL S3 S3B ill = 1'-0" LEWIS & VAN VLEET INC. FAHR RESIDENCE J ' 23, 2018 • CONSULTING ENGINEERS TIGARD 18138 t: PIR61 43. ?.,.4 - 18660 ew beoons ferry rood OREGON i ` -4, (5303 t1n885 8605 Sphone f 5033 885.1206 fax FRAMING DETAILS S3 „...___ . 00312kiktkp 1c3,9 PROiceo, N oi E q2 EXISTING STUDS Neil 11.11 (2)— lad EA. END o ” L/AmEs N..* illimyipli ADD NEW FULL 1-IT. STUD ADD NEW 2X4 Pitill EA. SIDE W/ (4)- I0d EXPIRES 12-31-2018 BLOCKING W/ (2)- led TO BEAM "Alp ADD NEW DOUBLE STUD NEW BEAM BELOW BEAM pER PLAN Illig ZreSTINGON FRAMING CONDITI 1 FRAMING DETAIL 54 S4A r = V-0, ADD NEW FULL HT. STUD W/ (4)- 10c1 TO BEAM STUD WALL 1111! 1 • NEW BF-AM 1111 PER PLAN G ADD NEW DOUBLE STUD IN 1 EXISTIN STUD WALL BELOW BEAM 2 FRAMING DETAIL 54 S45 I' LEWIS & VAN VLEET INC. FAHR RESIDENCE Jyr 23, 2018 18660ewb CONSULTING ENGINEERS TIGARD 18138 cones f road tux:kaki, oregon 9706r67 114 OREGON (503) 885.8505 phone S4 (503) 885.1206 fox FRAMING DETAILS MET 140 ' 001:a4414, \c:0) PROFes NV15 s99 t-1 45, f '-5'O AMES \.. EXPIRES 12-31-2018 NEW DOUBLE STUD AND FULL HT. STUD PER Ark V7 EXISTING FLOOR--\ FRAMING ADD NEW 4X410d TOENAIL EA. SIDE P.T. POST BELOW —� DOUBLE STUD 15# BLDG PAPER \. ...., ADD NEW !8" X 18" X 81 CONC. OR SHINGLEELOFOOTING –AT CONTRACTORS $POST OPTION PROVIDE 15" X 15" MIN. ./' PIER BLOCK A .6 .D D D • rr 17 'f_ 1 11,;111=I = - = I-I I 1;111-1 f - I 1 — 11=1 1 17 -1 1 1 1 1 1711 I 1 FOOTING DETAIL c5' S5 1" = 1,-i2)n LEWIS & VAN VLEET INC. FAHR RESIDENCE ay23, 2018 CONSULTING ENGINEERS TIGARD 18138 L. 18660 sw boons ferry road OREGON tualatln, oregon 97062 1 a 503 885.8805 phone S5 503) 885.1206 fax FOOTING DETAIL MUT NM SP-1 STRUCTURAL NOTES GENERAL 1. These notes set minimum standards for construction. The drawings govern over these notes to the extent shown. 2. The contractor shall verify all dimensions and existing conditions on drawings and in field. 3. The contractor shall be responsible for providing all temporary support prior to completion of the vertical and lateral load systems. 4. Where reference is made to ACI, AISC, ASTM, or other standards or codes,the latest edition shall apply. 5. Inspection and or job supervision is not provided by Lewis& Van Vleet Inc. (LVI). 6. All work shall be in strict compliance with the latest edition of the International Residential Building Code(IRBC)and all other state and local codes which apply. 7. Design Criteria: Roof Live Load 25 psf Floor Live Load 40 psf FOUNDATIONS 1. Remove all topsoil, fill and organic material from under new footings. 2. Design soil bearing pressure to be 1500 psf dead load plus live load(assumed). 3. All footings to bear on firm, undisturbed native soils a minimum. Notify engineer before proceeding if any unusual conditions are encountered in footing excavations. 4. Do not excavate closer than 2:1 slope below footing excavations. 5. Clean all footing excavations of loose material by hand. Remove all wet, soft soil from footing excavations prior to placing concrete. CONCRETE 1. Average concrete strength to be 2500 psi at 28 days with a minimum cement content of 5 sacks per yard. REVIEWED/UPDATED 2/4/98 SP-2 WOOD FRAMING 1. All lumber to be species and minimum grades as follows (unless otherwise noted in drawings: a. Joists,beams, and stringers Douglas Fir#2 b. Bucks, blocking, bridging& misc. Doug. Fir or Hem Fir#3 c. 2 x 4 studs Doug. Fir "STUD" or"STD" d. 2 x 6 studs and larger Douglas Fir#2 e. Sills, ledgers,plates, etc. in contact w/concrete--P.T. Douglas Fir#2 f. Posts Douglas Fir#1 2. Framing hardware to be Simpson or prior approved equal. Fill all nail holes unless noted otherwise in drawings or manufacturer's literature. Use largest nail size indicated in manufacturer's literature. 3. All bolt heads and nuts bearing on wood to be provided with a washer. 4. All nailing to be per UBC Table 23-I-Q. Obtain engineer's prior approval for all proprietary nailing or stapling systems. 5. Cutting and notching of joists is not permitted without engineer's prior approval. One inch diameter holes may be drilled in the center 1/3 of the member depth, but all other holes to be approved prior to drilling. 6. Studs may be notched in the lower 1/5 of the height of stud for electric conduit and plumbing pipes, but no part of the notch is to be greater than 1/4 of stud depth. Holes with diameters up to 1/3 of stud depth may be drilled in stud. REVIEWED/UPDATED 2/4/98