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Plans • . . ZTec Engineers, Inc. • Civil ♦ Structural • Surveying John Mcl. Middleton, P.E. 3737 SE 8` Avenue Dean P. Zarosinski, P.E. Chris C. Fischborn, P.L.S. Portland, Oregon 97202 Ronald B. Sellards, P.E. PH: 503- 235 -8795 Fax: 503-233-7889 E- mail — ztec @gwest.net • August 17, 2001 • ji Lateral and Vertical Calculations pil . r l ' •. N F iV •• For the Canopy G 1• • Days Inn P' g�0�t s ko ",ta 'ti 0 e ' Tigard, Oregon �� Pdd� • 0y.. • ZTec Job No. h962 -14 Calculations By Ron Sellards PE and Don J. Zarosinski Reviewed By Dean P. Zarosinski PE ,E,\,- c4t PROFS, i X 16 . : r , r GON P. ZARO . 1 EXPIRES: li•70 oZ I I . . - s . ' EXISTING CMU WALL . .. . . . . 2x8 PT PLATE FLAT ON ... EXISTING 8" CMU WALL 2x12 FASCIA II N il II N 2x8NJOISTS i N II N I It N- . 2x8JOISTS 0 _.i 24" 0.C. 1 4 I I L — ki■ - I 1 I ' _ __. _ ____ __ __ _ __ __ s ip SIMPSON COLUMN CAP ---- I Ch ' 74 %EY Ntri 1 ._...._;__ - wi IP lex8x1 & 1 2" I A il • GLU-LAM SEAT 4 — NEW - 83/4" - T119W — GLITLIAli — -- - BEAM — 2 DIA. EPDXY I A SET BOLTS INTO EXISTING GLU LAM SEAT SET BOLTS 1 -- BOND BEAM \__ ■■,, OLD GLU-LAM POSITION - • SIMPSON CC98 COLUMN CAP R r ■ • P EXISTING CMU WALL • 4 ■ 4" INSECT SCREEN VENT I 4 :4 I 4 L o ; U - AI r 4 - I EXISTING , NEW 83/4x9 GLLAM CMU WALL ..,... 0 COLUMNS ON EXISTING FOOTINGS TO REMAIN o p, ! . 0 Li < U.! ■ C° i a) CD 4 < 1/ LO m -_- ‘ (7) I c I _ 4 SIMPSON ABU8 COLUMN BASE 4 C \j"-' 1 DI c.4 i - - 4 4 27' -1 " 4 # In zo ■ c\I 10 4 : Oi 0 ci . EXISTING ASPHALT GRADE f x > p - _ , ___ a - - .--: 0 . . 14 '4" (V A• 4 r 1 . 00 N sr 00 0 _ - H 4 i C R 0 S S E C T I 0 N F 1 I 0 1 SCALE 1/4" = 1'-0" M , . 11 i 1 __ F' 4 X i I 8 I I 4 ■ _ — - 0 It" g g • 0 /.I =--- =- --- =' - -= ; I - .0 i V 8 I 4 6. , 2x12 FASCIA BOARC JOB: DAYS INN - TIGARD. 0 T 11. EXPIRES - • 30/2002 A -. 30/2002 11455 SW PACIFIC HWY, TIGARD OREGON ZTec ENGINEERS, INC. 15' - 0 ( Fyio / fit: 'Marl\ N. ‘4,01Nee, 3737 S.E 8th AVENUE, PORTLAND, OR. 97202 20'-7" , vi 451111 (e. 4: < 'P. , (503) 235-8795 FAX (503) 233-7889 DATE: SEPT. 16,2001 DRA BY: RbS .... -... 9c42 .t -•'• <, 16478 %L.: i .,.... ......41 . , ____ WN 4 .4 ill II / SCALE: AS NOTED CHECKED BY: R SELLARDS ` I OREGON JOB No: H962-14 DRAWING No: 11962-14 , k9 u) 4. ..4` '\ 42,1.• IA _ • 16, ‘. c., CANOPY FRAMING PLAN L CLIENT: \ N. COOPER CONSTRUCTION CO. • ZAROS 2305 S.E. 9th AVENUE 11 ' 4 e■ . MO. PORTLAND, OREGON 97214 SCALE 1/4"= V-0" (503) 232-3121 Si DRAWING NAME DATE PRINTED: H962-14 H962-14 • . x12 FASCIA s , lh "C -D EXTR PLYWOOD NAIL 8d ® 6" O.C. EDGES 8'd ®12 "O.C. INTERIOR MEMBERS EDGE NAILING ( _ "• 2x81 DF -L JOISTS 1h" C -D EXTR ROOF SHEATHING SIMPSON A35 ®EVERY OTHER BLOCK _ I\ =_— -® ■ 24 O.C. SCREEN VENT — __. lh" C- EXTR. PLYWOOD 1> SIMPSON BL • EVERY W/ 2 C - - _ - SIMPSON H2.5 HURRICANE 1. „ -.... 1 " TIE ® .EA. JOISTS EXTR - -- f C — — — 2 - 0 A.BOLTS ' 8 "x19'6 GLU -LAM BEAM V2" EXTR. PLYW'D� /2x12 FASCIA BOARD CUT LEG i ® — - — — 2x8 RAFTE ® 24" O - EDGE S E E C TI O N PLYWOOD U OVER ` 2x6 STUD WALL f ®16" O.C. SCALE 3 /4 " = 1' -0" . \-ADD PT 2x8 w/ 5/8" DIA. Ca S E C TI O N = EPDXY SET BOLTS ® 48" O.C. .` 2 SCALE 3/4" = 1' -0" EXISTING 8" CMU WALL k "' 1 2x8JOISTS 8" CMU tt i 24" O.C. f BLOCK u I_ 2x JOISTS Q (_ - -_ _ _ • • NEW 8" x 191'2" GLU -LAM BEAM sib $ "x19�z" GLU -LAM BM. 6 a 14 / SIMPSON COLUMN CAP O w/ It 12 "x8x1'4" & II 2- DIA. EPDXY SIMPSON CC98 COLUMN CAP SET BOLTS .II 5 /8 " 0 M.BOLT • iii EXISTING CMU WALL • CUT LEG . Amman NEW 8N . GLU -LAM D SECTION ®�! ® COLUMNS !. ' Q5/16x12x1' -6" S 2 SCALE 3/4" = V - 0" UNDER SIMPSON COLUMN CAP JOB: DAYS INN - TIGARD, ANGLE BRACING PLAN SIMI?SON AB88 COLUMN BASE 11455 SW PACIFIC HWY, TIGARD OREGON SCALE 1 /2' = 1' -O" EXPIRES P�kl • 30 /2002 ∎ ZTec ENGINEERS, INC. !`V�'�'�D RCI EXISTING ASPHALT GRADE 3737 S.E 8th AVENUE, PORTLAND, OR. 97202 • � ' �. 18478 N.011.44-4, -------------'1='-'---- —: — _ — � = =___ _— — = == —_= (503) 235 -8795 FAX (503) 233-7889 �« 4 , f � �;� ■ ON � ,I ! I � DATE SEPT. 16,2001 DRAWN BY: RbS ' ,`. I I SCALE: AS NOTED CHECKED BY: R SELLARDS OREGON ; A C R O S S E C Z r+ I O N JOB No: H962 -14 DRAWING No: H962-14 . , ;� I '� 4q A � , CLIENT: COOPER CONSTRUCTION CO. g y ti A • 16, �9 �G $ 2 SCALE 1 1/4" = 1' -0" 2305 S.E. 9th AVENUE • ZARO \ i PORTLAND, OREGON 97214 �° /Y *•.•,4 (503) 232 -3121 S2 ' ' Ct � � 10 �, �' i DRAWING NAME DATE PRINTED: H962 -14 H962 -14 • I ~ II