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Plans CITY of �tiG�►RO • r - a. � , . /�- 4,� Approved: Ll.. r ' '••S ` '�..... u ) 1 /h ; � Condi y Approved .... ..:.... For only the work as des � ... . . .... O S 7 :1,,,.2c3 Q- - PERMIT, NO• ....... ..( D= a :a o See Letter to: Follow.......... i ••( , � attach . . ........ . ...... � . - �.. �b� 9N.�J7 r 5 E �� >; Job Add . : C e. ,�, I 't� _ at �'s • 0 : .-- 4 4a? I® El I I 2 ® • sZ . X 41 o Al • � 1 : X /) , s ' 1, • - 2 1 Q J ,� - C IA . •i•••• • r �C V L. v) 1 11 .1.1.1 2' • • . • • , • • • • • . 0 Z �C v q . 1. • 1., \tf .. . .1 1 • , -...z , , cz ra 4 � I I �' � It . ijj , I - 2 6 o °i ii at, to• ` — _ __ g c � /D �b4 0 - - - - - -- )abni ' _ >S�x • . ' . -1<)), 10A, /0 0 , .1 ,[ �► �.. . GLEVA rral,! --_ _ . $ci3L� , I''.:2 9 -� .._ --------=-----== -- II- T- -�� . � -..= - 1 I I ! I I I 1 - - - - � . I - -- - - . FRS /.46 _Der /LL __fi 0ND _NEB - rmo.o.6 _ - - - -- - 5 Cf'+ L c z ! l, '_ - - • • • • • • • • • • • • • • • • • • • • • • • • - .. • •• • • • •• • • •• • • • • • - • • ••• • • • • • • • • • - • • • • • • • • • • • • • • • •- ••• - -- GE 2Ot� 61 ri T •• • • • • • • • r 33z 5,t° k.JGST2'.J j57-Ogil • • • • • • • •• •• • • or a- •• • • • • •• •• •• • s+ �c Cr Z ms 4 • City of Tigard f ROELICH Approved Plans CONSULTING . B Data IL/ ENGINEERS Y RECEIVED MAIN OFFICE CENTRAL OREGON 6969 SW Hampton Street 231 SW Scalehouse Loop, Suite 101 IJAN 1 4 2005 Tigard, Oregon 97223 Bend, Oregon 97702 503.624- 7005/503.624 -9770 FAX 541.383- 1828/541.383 -7696 FAX CITY OF TIGARD MEMORANDUM BUILDING DIVISION Date: November 24, 2004 To: Michael Soltani, PE From: Faramarz Dean Azimi, PE, SE Subject: Residence Remodel @ 13320 SW Kinston Pl., Tigard, OR 97223 You may revise the rear first floor shear walls of the Quail Hollow townhomes from standard layout to the optional window layout per the attached plans and the following requirements. 1. Place the new window so that either: a. The new shear wall between the existing door and the new window is at least 7'- 0" long. or b. The new shear wall between the window and the end wall is at least 7' -0" long. 2. Place a 6 X 6 post adjacent to the existing type 2 holdown and attach to foundation with a new Simpson HD14A (type 10) holdown. 3. Place a 6 X 6 post at the other end of the new 7' shear wall with a new Simpson HD14A holdown. 4. Place the new holdown anchor bolts in a 12" deep Simpson SET epoxy filled holes. (Typical of 2- places) Max load = 13,000 lbs. 5. Provide new W' diameter expansion bolts @ 16" o/c with 5" min. embedment to attach the existing sill plate to the foundation wall. 6. Apply new plywood sheathing to the inside face of the two shear walls as specified in the existing shear wall schedule (copy attached). SII;UCTU Please feel free to contact me if you have any further questions. e.91 P ROPe �aG1NE Regards, ' 4. Faramarz Dean Azimi, PE, SE ' AI ____ _ Written By: Faramarz Dean Azimi,_PE, SE I EXPIRES: /2./ 3i/0 -5 St A ddre s. Letter of Transmittal Building Division City of Tigard DATE RECEIVED: TO: DEPT: BUILDING DIVISION FROM: .0 ,9A/A 2. 5), 0 ,44 e COMPANY: PHONE NO.: (So V i G— G S y G B y : RE: /3 3Za S. W. lein/6S PL. /i6, e2 77 Zz3 (Case number, site address, etc.) 762nn.r is M57" Zoog — 00 3 7 /ssvzo /z /iv /o (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Coa ies Descif t gri: Co ies: ®escnption a A.f0,10.0 Additional set(s) of plans. Revisions: Cross section(s) and details. Wall bracing and /or lateral analysis. Floor /roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. Other (explain): 7ZE✓/ SFp r ,,,1 E :E2 LE rre-2 REMARKS: ! 7er► 1 o , Cn1 G i,JCCl? C.E rreg Rc vJ Sc o ih ALCov.I PL cin16 Pie 7 O" SA'65dZ W,4 Le Be-n..166 n/ ;A ,..//"/Pa-/ Ar/o 7,46 4.-J ALL L,va "tecessA2i L , a erWe Avao DooR As e2t "✓,a c sr,g -it x4 •r: �,.- �Fo Office Use�Oi%1- Ro ted 'to Permit - ¢ Technician ° - Dater Ihitials `; Date :_ Reprint Permit :(per':Plaiis;,Exaiiuner) '' Notified Applicant: - ;Date: Initials:': is Building \Forms \LetterTransmittal.doc 1/6/04 FEE FROELICH CONSULTING ENGINEERS,INC MAIN OFFICE CENTRAL OREGON 6969 SW Hampton Street 231 SW Scalehouse Loop, Suite 101 Tigard, Oregon 97223 Bend, Oregon 97702 503.624- 7005/503.624 -9770 FAX 541.383- 1828/541.383 -7696 FAX MEMORANDUM Date: November 24, 2004 To: Michael Soltani, PE From: Faramarz Dean Azimi, PE, SE Subject: Residence Remodel © 13320 SW Kinston Pl., Tigard, OR 97223 You may revise the rear first floor shear walls of the Quail Hollow townhomes from standard layout to the optional window layout per the attached plans and the following requirements. 1. Place the new window so that the new shear wall between the existing door and the new window is at least 7' -0" long. 2. Place a 6 X 6 post adjacent to the existing type 2 holdown and attach to foundation with a new Simpson HD14A (type 10) holdown. 3. Place a 6 X 6 post at the other end of the new 7' shear wall with a new Simpson HD14A holdown. 4. Place the new holdown anchor bolts in a 12" deep Simpson SET epoxy filled holes. (Typical of 2- places) Max load = 13,000 lbs. 5. Provide new' /2" diameter expansion bolts @ 16" o/c with 5" min. embedment to attach the existing sill plate to the foundation wall. 6. Apply new plywood sheathing to the inside face of the two shear walls as specified in the existing shear wall schedule (copy attached). f Rl9CT U Please feel free to contact me if you have any further questions. S `� PR O/Cz. �5�G `��c , Regards, F� 1 O Faramarz Dean Azimi, PE, SE • • ••• • If r • • •• ••• ••• (EXPIRES n .3/ QS • • Written By: Faramarz Dean Azsme, • E: SE : • — — — -- --- - - - - -- -- • • • • . • • • • • • • • • • • • • • • • • • •• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • l0 10 t u'"4 .w r il ,, vs- .«aai.h,,L; .kuu'G -tiwaw , LEVEL -1 w /OPTIONAL WINDOW , SCALE 1/4 " =1' -0" UNIT B -S 18 "x18 "x12' SQ. FTG. 4 THICK PATIO SLAB W/(2) -•4 BARS W/ 12° WIDE x 16" DEEP THICKENED EDGE. I 1 EACH WAY REINF. W/ (2) - TOP 1 I® J 10 I 1 I lx4 D I,Z BOTTOM C ALL FRAP 54 I I I I \I 2x6 LED< L - -- J BOL ,. n (yrE . t r ; _ I'dfit, ; 4,r eY' 1 I 3'- 0'x4' - 0'x12' 3'- 0'x4'- 0'x12' I I ` FTCa. W/ (4)- "4 FTCa. W/ (4)- 0 4 I 1 t,, BARS EA WAY BARS EA WAY ' F r ti t ti I I 11 t o 1 1 e, .. �M I- : °'`:1 4 If 542 p I'F. 1 '11 1 2'-0' WIDE x 12' DEEP FTC3. W /#5 BAR 12' O.C. •. • B . • • • • I sf • • EA. WAY. TOP s SOT. lm : • • •• • • ••• • • 1 “ ` ? • • • • • • • • • J ;tI n: r - - Ira .T •— -•-• • —•-•-• ; a _ - -:.. a'$'.ca aw:rR'�.,' i ta.L�nh. '�.";,;, at�r f •' I i 1-- T .7.–.-- —�� '" — -- - - -- ° — 11� • •I — — — — I 54.1 . • • • • • • I I I 2 '.762 ° 3 '• • • • • • s, • • I • • •• • • • • :• 2 TYP. I I I I I I 54.2 I I I � `I I • 1 0 OLUN 501-4E ULE e I- 4OL1DOIIN ATTACI -IMENT COMMENTS 0 NOT REQUIRED (11) -I6d NAILS e TOP INTO DBL. STUDS 1 E (11) -I6d NAILS BOTTOM INTO pE'L. 51MPSON MST48 STUDS BELOW. (CENTER STRAP ON FLOOR CAVITY (34 TOTAL NAILS) 2 SIMPSON HTT22 (32)- 166 NAILS INTO (2) 2x4 POST SEE 1I /S42 (24) 166 NAILS 51 TOP INTO DBL STUDS 3 MST60 + (24) 166 NAILS e BOTTOM INTO DBL STUDS MELOW. (CENTER STRAP ON FLOOR CAVITY (45 TOTAL NAILS) 4 (2) SIMPSON MS74S STRAP INTO NAILS EA. EN D OF EA SEE DTL 1/542 SIM. 5 (4) SIMPSON MST4S (11) - 166 NAILS EA. END OF EA. SEE DTL 1/S42 STRAP INTO (2) STUDS /STRAP. 1 THREADED ROD W/ NUT EMBED PROVIDE "5 DOWEL W/ INTO STEM WALL FT'G. (5) 1'4, STD. 1400K. e EA. A. BOLT 6 HD15 4301 BOLTS INTO 6x POST LOCATION. LAP 1' -1' (14) 166 9 TOP INTO STRAP NOT kU. 1 DBL STUDS + (14) 166 + BELOW LVL 5T6224 BOTTOM INTO LVL 1/S'4 THREADED ROD W/ NUT e EMBED PROVIDE "5 DOWEL W/ S SIMPSON HDSA END. EMBED l' -6' INTO CONC. (3) 1/S'0 STD. 000 6 A. L LOCATION. P 4301 BOLTS INTO 4x POST 1/S THREADED ROD W/ NUT A EMBED PROVIDE "5 DOWEL W/ 9 SIMPSON 1_010A END. EMBED I' -6' INTO CONC. (3) 1/S "4 STD. HOOK Q EA. LOCATION. j A301 BOLTS INTO 4x•PO T • • • ... LAP I' -4' 1'4 THREADED ROID1 U:/ MU: 0 MlB4D : ; PROVIDE "5 DOWEL W/ 1 ,. SIMPSON HPI4A END. EMBED I' -9" 1111'O tbNC. (4) 1 •. .STD. HOOK '° EA. LOCATION. A301 BOLTS INTO 6x POST LAP I' -1" • • • • . ' . • . n I � r � J (i iii NOTE: ••• • • •• • • • f _l._D-BL._STUDS SHALL BE LAMINATED TOT T� W' I 14d:N�I1:S 4: O.C. FULL HT. (TYPICAL) V �! 2. SEE DETAIL 5/S43 FOR COMPOSITE POST CONSTRUCTION. CAN BE USED AS AN "q i ALTERNATIVE 70 SOLID SAWN 4x OR (max POSTS. . • • . • . • • UJ • AD • •ROD TA1nLA NTO FOUNDATION. 3. SEE DETAIL 14/54.1 FOR HOEDOWN TI1 • � , ' .. •. • . SS ---. --7— • • • w • f J . .. SHEAR WALL LEENI SEE SCHEDULED INFORMATION FOR EACH APPLICABLE SYMBOL SHOUJri. GH SHEAR WALL ONE HOLDOWN 15 ALWAYS TO BE LOCATED AT EACH END H�LD� W g � laY OR. NOT BE IND CATDD DO (AS OWN BE ON THE PLANS. A 5 SHEAR WALL TYPE A _ INDICATE TYPE EXTENT OF 5 HOEDOWN IND I CATS v SHEAR WALL V NOTED OTHEN2WISE HD UNLESS HD ON THE PLANS. z �y u 51-4E AR WALL SCHEDULE DULL (SEE No1"5 1 42) • FASTENERS GOIENTS le WALL INFORMATION JOIST A SOLE PLATE RIi I SEE NOTE 3. � 6 O.G. 1/2'A A.8 ° •4 BELOW 5 / GYP. SHEATHING ON BOTH 16d COMMON 6 16d AIL) 45' O.G. A SIDES W/ 6d COOLER NAILS 6' O.C. INTO (TOE N (EMBED 1 ' ) 9 1' O.G. e ALL SUPPORTS SOLID FRAMING BE•3 BELOW E NOTE 7/16' PLY. (MIN) SHEATHING SIMPSON A35F SIMPSON A3� 1 /2 O.G. °0 A.8• �`' , B BOTH SIDE WI NAILS 6 6 S'o.c. INTO 6 6' (EMBED ) 3' O.G. EDGES 4 12' O.G. FIELD SOLID FRAMING " 0.0. 1/2'4. A 7/16' PLY. (MIN) SHEATHING I6d COMMON e I6d e 3 32' 0.G. C ONE SIDE W/ NAILS o 4' O.G. STAGRD. (TOE 1` 4, ` 11-) (EMB °) 6' O.C. EDGES 4 12' O.C. SOLID FRAM FIELD � , A35F 1/2.4) AB- 7/16' PLY. (MIN) SHEATHING 16d COMMON SIMP• 2 A , D ONE SIDE W/ NAILS o 4' O.C. 3' O.G. INTO fl 12 " 2 0. 17 ) EDGES 4 12' O.C. FIELD SOLID FRAM 1/2' Ate' 7/16' PLY. (MIN) SHEATHING SIMPSON A35F SIMPSON A.3 6' O.G. E ONE SIDE W/ NAILS A 3' O.G. �, 12'o _c. INTO a 12'o.c- 1 I 0.01. 1') EDGES 4 12' O.C. FIELD SOLID 6 5 NOTE FRAMING B 1= 1/2'� Ate' •3 BELOW 7/16' PLY. (MIN) SHEATHING SIMPSON A35F SIMPSON A SF F W/ NAILS 9 2' O.G. EDGES e 6 12 O•G� 'o.c. INTO e S'o.c- 1 0.c- 7 , ) 4 12' O.G. FIELD SOLID FRAMING NOTES: • • • • i i • i 0'0 i : INCs TO BE FASTENED 1. SEE STRUCTURAL NOTES FOR NAIL SUE ill:.11;0 N5. w��rNEV4T�i W / Sd COMMON WIRE NAILS. 2. ALL PANEL UNSUPPORTED EDGES • SHA LL BE BLOC }�D" N,N -1BERS OR 3. PANEL JOINTS SHALL BE OFFSET ICd•F,.ALL ONtJDiFirq AD NAIL i2AMING S ON EACH SID FRAMING MEMBERS SHALL BE 3' 14'0:111:4- inft vr';'� ••• : • SHALL BE STAGiGERED - - o G W/ iT' 11E A1�• - - - 4. 6d COOLER NAILS OR EQUAL SH41 BE .‘MIN.) 0.09 D I 11/5 L ON • • • • • • • • • • ��'� — •• •• • • • • • • • • • • • • • • • 1-40L1DOLUN SCHEDULE - I- IOLDOU N ATTACHMENT COMMENTS 0 NOT REQUIRED (11) -I6d NAILS 9 TOP INTO DBL. STUDS SIMPSON MST48 4 (I1) -16d NAILS a BOTTOM INTO DBL. STUDS BELOW. (CENTER STRAP ON FLOOR CAVITY (34 TOTAL NAILS) 2 SIMPSON 1-1TT22 (32)- 16d NAILS INTO (2) 2x4 POST SEE DTL 11/542 IF APPLICABLE (24) I6d NAILS 6 TOP INTO. DBL STUDS 3 MST60 + (24) 16d NAILS 9 BOTTOM INTO DBL STUDS MELOW. (CENTER STRAP ON FLOOR CAVITY (45 TOTAL NAILS) 4 (2) SIMPSON MST48 (17) - 16d NAILS EA. END OF EA. SEE DTL 1/542 SIM. STRAP INTO (2) STUDS /STRAP. 5 (4) SIMPSON MST4S (VT) - 16d NAILS EA. END OF EA. SEE DTL 1/542 STRAP INTO (2) STUDS /STRAP. 1 THREADED ROD W/ NUT EMBED PROVIDE "5 DOWEL WI 6 HD15 INTO STEM WALL FT'G. (5) 1 STD. HOOK 6 EA. A. BOLT A301 BOLTS INTO 6x POST LOCATION. LAP 1' -T (14) 16d a TOP INTO STRAP NOT HWG 1 ST6224 DBL STUDS + (14) I6d + BELOW LVL BOTTOM INTO LvL 1 /5'4 THREADED ROD W/ NUT 9 EMBED PROVIDE "5 DOWEL W/ 8 SIMPSON HD&A END. EMBED 1' -6' INTO CONC. (3) 1/8 '0 STD. HOOK 6 EA. LOCATION. 4301 BOLTS INTO 4x POST (2 TOTAL) LAP I' -4' 1 /8''0 THREADED ROD W/ NUT fl EMBED PROVIDE "5 DOWEL WI 9 SIMPSON 1-1D104 END. EMBED I' -6' INTO CONC. (3)1/8'0 STD. HOOK m EA. LOCATION. A301 BOLTS INTO 4x POST LAP I' -4' 1'4 THREADED ROD WI NUT 6 EMBED PROVIDE "5 DOWEL WI 10 SIMPSON HD14A END. EMBED 1' -3' INTO CONC. (4) IN STD. HOOK m EA. LOCATION. 4,301I BOLTS INTO42 PG 1; .•. •;• LAP 1' -1" .• • • • ••• • • • • • NOTE: •• •• • • ••• •:• 1. DBL. STUDS SHALL BE LAMINATED TOGETHER WITH I6d NAILS 9 6 O.C. FULL HT. (TYPICAL) 2. SEE DETAIL 5/543 FOR COMPOSITE POS1: tONS,T cU11rJN. I'M 3E USED AS AN ALTERNATIVE TO SOLID SAWN 4x OR POPT$. • • • __ 3; SEE_ DETAIL_ I _ / HOEDOWN - T'HRE'ADED- ROD 11IST AL INTO O • • • • • • • . • • • • • • • • • • • • • • •• • • ••• • • • • • • •• •• • • • • • • • •• • • • • •• •• •• •