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HomeMy WebLinkAboutB17-0114_S-103_1501879560.pdf *IA OF X441 a v*ArnX 40 —� —� '3qo ,00 0 Graphic Scale 8' O osioaj 4X U 6'-0" 6'-0" f 6'-0" 6'- 6'-0" I cv O c Scale: 1/4" = l'-0" 07 ® ® ® ® ® ® \ N (Dorn / PT 4x12 O DROP BEAM U N N / 3 INDICATES c EDGE OF DECK CEDAR DECK/NG x (I)0 RE: ARCH/TECT _ x Lo RE: ARCHITECT N> v DECK OPENING - ° SPAN FOR HOT TUB of u, O REkJ 2E? : ARCHITECT ID 3 0 Lr) (1111) 0 -I- PT 4x4 POST O pp • O 11PT4x12 r � U u X ( PDEC LUSH BEAM ® ® ® ® ® \ / _ 44'-0" / 01 Lit �‘ti4 -anal 11110.- I { ;(SS'. ,11/4 ' 3CI, d$ H 1 a"= -A. il 11 u PT 4x8 LEDGER 42204 �; \ liri- - - - - - T - - - - - - - - - - - - - - - - - - - - - - - - - - - - `4. �•�r _ FRAM/NG PLAN NOTES. `�,`�„ FONa�-��'�`- °° / I 1. [xx'-xx 7 : INDICATES TOP OF BEAM ELEVATION. p34" SHEATHING (TYP) / 2. ROOF SHEATHING SHALL BE 5/8" PLYWOOD OR 19/32" OSB, EXPOSURE 1, RATED 3 %2" ENGINEERED W o v SPAN \ A L 40/20, OR EQUIVALENT FASTEN TO FRAMING WITH 8d NAILS © 6" O.C. ALONG WOOD STUDS 16" 0.C. I �, O I ALL PANEL EDGES AND 12" 0.C. INTERMEDIATE, UNLESS NOTED OTHERWISE. BEARING WALL 1 I & 5/8" PLY OR 19/32" OSB Z o - 1 (2) 11 7/8" LVL 3. FLOOR SHEATHING SHALL BE 3/4" T&G OSB OR PLYWOOD APA STURDIFLOOR, SHEATH/NG W - 4 HEADER EXPOSURE 1, OR EQUIVALENT GLUED & NAILED TO FRAMING WITH 10d NAILS 0 MAIN LEVEL / I -50 (1) 2x6 TRIMMER 6" 0.C. ALONG ALL PANEL EDGES AND 12" 0.C. INTERMEDIATE, UNLESS NOTED I w \ T. FLOOR DECK WALLS BELOW EACH END, U.N.O. OTHERWISE. 1 126'-0" RE: ARCHITECT I • • 4. ROOF JOISTS SHALL BE 14" ENGINEERED WOOD @ 24" 0.C., UNLESS NOTED HSS 6 x 3 x %4 HSS 5 %z x 5 %2 x 1% — 8 FLOOR OPENING (3) 2x6 I OTHERWISE. COLUMNNiulcuill r COLUMN 1 -50 CHASE FOR MECHANICAL COLUMN I 5. FLOOR JOISTS SHALL BE 14" ENGINEERED WOOD ® 16" 0.C., UNLESS NOTED W 12 50 (3) 11 7/8" LVL OTHERWISE. os HEADER U [T. STL=125'-9 3/4 J _ LLI 6. ALL WOOD FLOOR FRAMING INDICATED TO BE FLUSH FRAMED WITH TOP OF WOOD 1 n — — ^ / 1 ELEVATION 3/4" BELOW TOP OF PLYWOOD, UNLESS NOTED OTHERWISE. 08 — 09 (3) 2x6 7. PROVIDE MULTIPLE 2x STUDS AT ALL BEAM BEARING POINTS EQUAL IN WIDTH TO 1 o m� • //COLUMN • - Li.--N_ THE BEAM SUPPORTED, UNLESS NOTED OTHERWISE. INDICATES -50 �os 10 (2) 14" LV� 2x6 16" BEAR/NG WALL8. WINDOW AND DOOR OPENINGS IN EXTERIOR WALLS OF MORE THAN 4' SHALL HAVE BEAR/NG WALL ABOVEu FLUSH BEAM /� - 1 A HEADER AS NOTED ON PLAN. / \ & /2" PLY OR /6" OSB 1 (TYP) h • 1 SHEATHING 9. SEE GENERAL STRUCTURAL NOTES ON SHEET S-100 FOR STRUCTURAL NOTES AND 1 , c,) o J I ,, v I MATER/AL REQUIREMENTS. J q4. k. Z Z , N_ cs 10. FRAMING CL/PS, JOIST HANGERS, AND OTHER CONNECTION HARDWARE ARE J °OCO N- °° t 1_ i� INDICATED AS: J HSS 8 x 3 x1/4 1 ® ` _ FLOOR OPENING (� l L I _I i FOR STAIRWAY 1 �� _ SEE CONNECTION SCHEDULE & REFER TO CATALOG NUMBERS • RE: ARCHITECT 1 I # OF THE SIMPSON STRONG-TIE COMPANY. a) 1 (3) 2x6 — I (3) 2x6 •> N COLUMN I COLUMN U CO I W18x65 07 09 1 97 (3) 14" LVL 0 C I,' [T. STL=125'-9 3/4 _ u _ k — - - - XI — u FLUSH BEAM n n n -I - 0 10 06 11 I 14 O 14 -50 -50 w" LATERAL BRACING NOTES: ce E c w W12x35 ~ HSS 5 %2x5 %2x %4 9= I i 0 0 z, 1116 u 06 [T. STL=125'-9 3/47 I COLUMN o Q I ALL EXTERIOR WALLS TO BE CONTINUOUS SHEATHING W/ 8d NAILS 0 ° — CE — o.. - 6" 0.C. ALONG ALL PANEL EDGES AS A PERFORATED TYPE SW-2 - n p p o- p SHEAR WALL, UNLESS NOTED OTHERWISE. O 0) 06 ° O O I ( , E 10 R I SHEAR WALLS NOTED OTHERWISE ON PLAN ARE INDICATED AS:: U m LD -50 • ~ V o ~ l ~ Vr OoWo OoC Wo O Woo N W >, W , 5/8" SHEATHING (TYP) W N WALL FRAM/NG 2 O° Z o Z o SPAN\ Z O I WALL TYPE. SEE SHEAR WALL SCHEDULE & I ^ Esw-i INDICATES ENG/NEERED SHEAR �O REVISED ® ° 3/4 SHEATHING (TYP) c� ° © ° p _ ° © / \ � M > WINDOW I ( SPAN I W W W SHEAR WALL DETAILS. W p 1 O' orn W � Ci ,I WkO 0) C � l • • • a � N � Oo �ic1 o ao - WLR N � - h T. FLOOR DECK w J JOIST BRG I E in I 126'-0" 124'-3 34" a N IHE 1 �1 — (2) 11 7/9LVL 01 / HEADER 01 -i W 18x65 — - - - - - - I \N CS �/ , [T. STL=125'-9 347 11 06 1 u 15 > _ _ A' � 0 51 I i za I • (2) 3 %2" ENGINEERED (2) 3 %2" ENGINEERED in _ 1— 1 WOOD COLUMN WOOD COLUMN LA 0 ❑ 1 3 Th o \ W 14x22 01 - I -50 - _I \ — U O w /11 HSS 8 x 3 x 3/8 JOIST BRG ICOLUMN 123'-8' INDICA S <<N .` ��ROOF ELOW - N o� HSS 3 %2 x 3 %2x %4 SS 3 %2 x 3 %2x %4 RE.• MAN LEVEL FRAMING LU w COLUMN LUMN o I > _ w a IC .) \ re� w � o o ciii N INDICATES N u. u_ m m m 0) EDGE OF ROOF co RE ARCHITECT / / 0-) 25'-0' - / 19'-0" / \`1 —6 n n r\ n n 0 0 0 0 0 N N N N N ao N V V -o w co M co •0 N N o JOB NO: 2016-444 DRAWN BY: MAN u) o PE: MAN a CHECKED BY: JEP FILE: ColumbineDrive_struct 'O �I — — — a) .. Bedroom Level J Framing Plan U I 1 BEDROOM LEVE/. FRAMING N- SCALE: %4" = 1'-0" 1 N Permit Set -,--, S- 103