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Plans (5) ROOF FRAMING LEGEND (COMP/METAL) /11 40 PSF.=15 PSF.(DLJ+15 PSF.(6L) RC'C PLAN NOTES: ` r BEARING WALL BELOW �r/�/� T^ )� t fV1 _ l ALL OVERHANGS TO BE 12" (TYP.UN.O.J ,,. i 4 r` ` 'V{•�,- ` > / S ALL IO UNLESS NOTED OTHEHIPS,VALLEYS AND RWISE RWISE t0 BE 3.Z ARODE/NW To SE""LL RAKES TO ARCH 00'COMP. SHINGLES E9 MANUF.TRUSSES m 24"O.C. 4.ROOF VENTS TO BE 50 5Q.IN.EA. 1® MANUF."SCISSOR"TRUSSES m 24"O.C. 5.ALL ROOF SLOPES TO BE 4:12 PITCH 1[ /[]1 \ ' (TYP.UMO.J 11 MANUF."STUB"TRUSSES m 24"O.C. PO BOX 1965 ESTGON El 1 X 8 RAFTERS m 14"O.C. 503ACAD996 9RE 97023 N O EXISTING ROOF 5YSTEM n I 1 V — 1/I V ,71=1— 0 . . N 1 1 7 2019 o�� I I ! 11 CIT' Jr TIGARD .36"HIGH RAIL7-11 BUILDING DIVISION 0 . HOT TUB I i 1 BELOW 2 x 8 TRS 2 X 8 TRS - 1 1 m 14"O.C. I m 74"O.C. X© E .fl _ I- J <N> deck " _ — j°! r L` J " i a s OFFICE COpY "�s �I 1111111 mAft t� I /,t�7`�y. X I i l l l l l C P.Tbxbwr LL I I LLL±J CB/CC TYP. 1 I 1 1 v O I OF 1- ----- ---...... \ P.S. • 514"X 11"GL.B- D.S. +36"HIGH RAIL \ - 1= UO Ul/ _ / lL1111 N O UFFER DECK FLAN ROOF FLAN N e . SCALE: 1/4" = I'-0" SCALE: 1/4" = I'-0" ,p ti I I ti I I I I I L DTTIZ AT 1 LOCATIONS,EVENLY DISTRIBUTED Zi--- ALONG DECK AND WITHIN 24" L e OF EACH END OF THE LEDGER O ' O P.T.1 X 11 LEDGER W/ I 1 P.T.2 X 12 LEDGER W/ I '4"X 414"505 m 4"O.C. L '4"X 41'4"SDS m 4"O.G. J Z _ 1 - 1 l�y \ \ L - - - - + T \ I J Ni III CONCRETE FOOTINGS I Q, U i F (SOIL PRESSURE=1500 par) .,.. ith? n, Q tli _ 2-PT.2 X 12 � L x W x THICKNESS u _ _ v IO0 L L___ 1i 1121 12 12 6 03 ,'I (E)HOT TUB n Ea 0 3 U 14 14 14 7 -U -I U - S •B 1 ti< >deck ry O 0 _ ib I6 IS 8 a '.9 u' Uki �1■� 2-P.T.1 X 12 v,611 ti® g S 18 18 18 9 p v 111 ? I'? al it, 20 20 10 -I (EJ POSTL ' ® 11 21 II 3'-9" /3'-81/1" 6.'46.'4I/1" it v^ 11.1 J 1 I P.T.6 X 6 W/ 24 14 i2 'yI ^(E R 1111 O O OF 3 C TYP. N 26 26 13 16 IB 16 3 DATE: P.T.6 X 12 OF 7 15 25 25 114 5 (-��-1777 1 ,L$7�_- +1 _ za -- OCT-14,2mi9 �- P.T.6 X 12 CP"2 30 30. 15 P.T.6 X 6 W JP.T.4 X 6 DF 2 L J pr.4 X 6 DF 2�J r 1 PROJECT NO.: ® - - CB/CC TYP. LLJJ 1 ❑ 1 ❑ I , 31 32 32 * GF3 ,, NIL _, O L JI L_ J \ 19-100-96 -\ \ 34 34 34 * 3" , REVISIONS: 3" , 36 36 * 3" - 3" I 11-15-2019 3'-0" 10,_6" 10'_6" 5'-71/2" 35 35 38 * 0 10,_6" 10'-6" 5'-7 1/2" VERIFY EI 40 40 * VERIFY ❑ 42 42 42 * MAIN DECK FLAN 46• 44 44 * FOUNDATION FLAN SCALE: I/4" = I'-0" ® 46 46 * SCALE: 1/4" = I'-0" 2 11,1.01.4. 6 0 I6 IN DIA- 8 -` 0 IB IN.DIA. 9 ® 20 IN DIA. 10 C®, ,/////�-4- ,44:7;7-44 4/7/.///O////o . 0 14 IN.DIA. 12 ZED DESIGN LLC.ASSUMES NO RESPONSIBILITY r NO: • 30 IN.DIA 15 FOR THE ACCURACY /VALIDITY OF CONTRACTOR/OWNER SUPPLIED INFORMATION. THE CONTRACTOR/OWNER IS ,k 16"THK.FTG.REINFORCED TO CHECK THE PLANS,EXISTING SITE WI 4 m 12"O.C.EA WAY CONDITIONS,pIMENSIONS,AND TO NOTIFY THE DESIGNER -- 2 OF ANY ERRORS,OMISSIONS OR DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION DISCREPANCIES MAY RESULT IN ADDITIONAL COST TO THE OWNER /4 OF TWO BeamChek v2016 licensed to:zed design Reg# 7756-68222 seine st deck new deck beam Date: 11/15/19 Selection PT (4) 2x 12 DF-L#2 Lu = 0.0 Ft Conditions NDS 2012, Wet Use, Incised Min Bearing Area R1= 3.3 in2 R2= 3.1 in2 (2.0) DL Defl= 0.42 in Data Beam Span 13.5 ft Beam Wt per ft 16.4 # Reaction 1 TL 1389# Reaction 2 TL 1293 # Bm Wt Included 221 # Maximum V 1389# Max Moment 6860 `# Max V (Reduced) 1373 # TL Max Defl L/ 360 TL Actual Defl L/382 Attributes Section (in3) Shear (in2) TL Defl (in) Actual 126.56 67.50 0.42 Critical 114.33 14.75 0.45 Status OK OK OK Ratio 90% 22% 94% Fb (psi) Fv (psi) E (psi x mil) Fc 1 (psi) Values Reference Values 900 180 1.6 625 Adjusted Values 720 140 1.4 419 Adjustments CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet+Ci Incised 0.80 0.776 0.855 0.67 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Point TL Distance B = 827 3.5 C = 1633 8.0 Pt loads: B C Z R1 = 1389 R2 = 1293 SPAN 13.5 FT Uniform and partial uniform loads are lbs per lineal ft. I BeamChek v2016 licensed to: zed design Reg# 7756-68222 seine st deck new deck beam Date: 11/15/19 Selection PT (2) 2x 12 DF-L#2 Lu = 0.0 Ft Conditions NDS 2012, Wet Use, Incised Min Bearing Area R1= 3.9 in2 R2= 3.9 int (2.0) DL Defl= 0.15 in Data Beam Span 8.0 ft Beam Wt per ft 8.2 # Reaction 1 TL 1633# Reaction 2 TL 1633 # Bm Wt Included 66 # Maximum V 1633 # Max Moment 3266 '# Max V (Reduced) 1250# TL Max Defl L/360 TL Actual Defl L 1622 Attributes Section (in3) Shear (in2) TL Defl (in) Actual 63.28 33.75 0.15 Critical 54.43 13.42 0.27 Status OK OK OK Ratio 86% 40% 58% Fb (psi) Fv (psi) E (psi x mil) Fci.(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 720 140 1.4 419 Adjustments CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet+Ci Incised 0.80 0.776 0.855 0.67 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform TL: 400 =A Uniform Load A Z R1 = 1633 R2 = 1633 SPAN = 8 FT Uniform and partial uniform loads are lbs per lineal ft.