Loading...
Plans 04/18/2005 10:50 5032546761 ROWELL ENGINEERING PAGE 02 10570 SE Washington Street. �/.�/) (fin r.�n� �m� 2 ry inn n Suite 210 • - - r QO w g [LL ��V UVLSg[ ij f pLS @IIUUV Im e , Portland, OR 97218 _ CIVIL -- STRUCTURAL ENGINEERS Tel. 503 - 254 - 8292 Fax 503- 254 -6781 • April 18, 2005 . 7 ! , / a � �j l� .44 5 7 - 3 2 c REVISION PROJECT: Bonita Townhomes RECEIVED • Building D, Unit D Tigard, OR APR 19 1005 JLS. Construction CITY OF TIGARD BUILDING. DIVISION SUBJECT: Inspection Checksheet Response SITE COPY This letter has been prepared in response to the City of Tigard inspection worksheet dated April 12 2005. This letter is an item by item response of the ten item worksheet. Item 1 - The shearwall schedule- specihec that -.1Ad -Rails -are to beused during construction of the B through G shearwalls. It appears that 8d nails have been used in constriction. • Fix: After reviewing each shearwall for the shear loading capacity, Sd nails are adequate-to-resist the-design-loads-at the same spacing: in all locations except two. 1) The front Master Suite shearwall is to be . nailed according -to-the .C-nailing.sEpedule .instead of the B-schedule. • 2) The rear Kitchen shearwall is to be nailed according to the E nailing KJ !� V" schedule instead of the. p. fit P Item 2 - The' * note on the shearwall schedule of the plan is intended to apply tit/ only to the state of Washington .For -.this- project the. may *"" note ma be 6\11-5t �� disregarded. °Ifr • Item 3 - See item 2 response above. • • s G Item 4 - Shearwall studs are to be spaced no more than 16 inches on center. Item 5 - The beam over the Bonus Room is to be fastened to the post and foundation below as shown in the enclosed details 97 and "Beam End ". Item 6 - See. response and Detail 97 referred to above. • • City of Tigard Approved Plans BY ---- Date s-5-- � UILDM76- r( ,l ' . '04/18/2005 10:50 5032546761 ROWELL ENGINEERING PAGE 03 Item 7 - Blocking is to be installed between the top plate of the front Bonus Room shear wall and the deck sheathing above. Each block is to be fastened to the top plate with an LS50 clip. The deck sheathing above is to be fastened to the•blockinq- with- 10(inailsat 4 inches -on center. Item 8 - The rear main floor shearwall holdowns are to fasten to cantilever beam that. fastarte -tsz.the steetframm betawL The baca most outside cantilever beams were installed 9 inches in from the side walls. A sketch is- provided that- shows-the -wirier* location of the holdowns on the rear facing wall. After reviewing the loads, the holdowns locations-are acceptable-provided-that-the holdown postsare fastened to the cantilever beams with wrapped MST72 straps. The center•upper level MST48- straps - are -ts-be aligned-with the -MST72 straps -at the main level. - Item 9 - Because-the-Cl .shearwalls re- owerthan the -D2 walls - below the MST72 straps are to be aligned with the MST48 straps above instead of the window king post:- The shearwall sheathing is always -to be edge nailed to the holdown studs. Item 10 - Overdriven nails -were- observed- on- shearwalls throughout the project. The shearwalls are to be fastened to the studs at the specified spacing with no overdriven nails. Additional -nails may be added to accomp the proper spacing provided that the framing members do not split. . Questions or comments regarding this letter should be addressed to Todd Role!! at 503 - 254 -6292. � PRO, �$ GtNl� PE �r f � 0 E GON A 22,E ∎ :' T, RO I EXPIRES: DEC. 31, 12 l Enclosure: Detail 97, Beam-End Detai1 and Rear Shearwall Sketch 104/18/2005 10:50 5032546761 ROWELL ENGINEERING PAGE 05 (JUCUISIN,�r Writ 7 t- • Oftidt 41 f N 41 7o POST u/11J1 (14) 14 k 'a u_5 •• • 1• iSect r I■ 1 ro w 4•n • TRi �,��. • (rain_ ro par w ro-to 4) I( SIDE V IEw MAILS) 4. a f_ p Wrr 22- v'i W cp StT LPo x EA 6i) 16 y c'cper6- I tc,14,,w9i ROWELL ENGINEERING & DESIGN By I . Date �} fit/�7.5 Project 0iJi1 t 040116. U,J, T Sheet of '04/18/2005 10:50 5032546761 ROWELL ENGINEERING PAGE 04 UN &SU x'15 W MI . 1/V P &( 17aI L9 ke1141a- S`ib&t 4"c 8 n y (5) SDS)4 $3 wow S s r... ` Iwo 6 13E Ci , ,, I ' . ' , • 8 • -r . , , 1 ' ' , r _____ i ___ 2$ fiu. - FAS /64w 5 Y;,, 3 woo 55. 7o 6t FU4f Wt 11 t5ta4A. 91 Hint. viral % (I Ser 610,1 \ 604 ooto 10 i INA CCNG ge fT POST WE . ROWELL ENGINEERING & DESIGN By - nil' Date ti/ 11 :CI ir Project NITA (a.dolimeig UWIT 0 Sheet of '04/18/2005 10:50 5032546761 ROWELL ENGINEERING PAGE 06 J OLOSUR6 � I r1U WrrtieL • Qinv 4 /16 /os 2, l`' p7d, 11.1J i Lit- IkAIR- evit _Luz!, III — 1A sit, poitivri --� LovAs4 flick 1?atit � tAlltintAiAL 5kt7ct4 ROWELL ENGINEERING & DESIGN By 1-•'' Date 4'l I S 10' Project �Jo0 \1r\ O\t 1111MVl Ut4111 V Sheet o _f 05/09/2005 09:46 503254676 ROWELL ENGINEERING PAGE 02/02 R'04/1 ) ; 5/(//0.6.- S E ARW W A LL SC HEDULE 8014.1 A M ARK HALL COV ER SANA N 5 FIELD 5/ Tou�r�N��S � s:� A.S. REMARKS AN, I/7 AP,A.- STANDARD SHEARHALL RATED SITS 6d 6' CC. 12 CL 5a ^ ALL E %T. HALLS UNA. A I/2' DAB. 5d WALLBO. 4' O.G. 4' O.G. 45' MARK Al IS ONE SIDE ONLY EACH SIDE NAIL ,ALL PARR EDSES ME BLOCKED B I /2' A.PA; 1Od 6' OL. IT OG. 45' RATED SHT'G AA, I/2' A P.A. 10d 4 O.G. 12' O.G. 30' RATED SHTG Ir(' AP.A. 10a 4' O.G. 25' PANEL JOINT. ALL �' O.G. RATED S '6 I STAGGEREO NAILING 1/2" A.PA - 04 44 REQUIRED o ALL RATED SHT& 100 2' O.G. 6' O.G. 15' PANEL JOINTS 4 STAGGERED NAILING 1/2• A P,A, 4X REQUIRED a ALL RATED 5Nr6 100 4 O.G. 12' o.G. 15' PAN €L JOINTS EA, SIDe 4 STAGGERED NAILING © I/2' AP,A, IOd 6 O.G. q' 6X6 O EA. ENO OF WALL RATED 5Hr'6 T O.G. 910 STUDS a EA. PANEL EA. SIDE - - - JOI STAGGERED I) ALL SHRNALL PLYWOOD TO Be 15/32 APA RATED 5NTG: ALL EDGES BLOCKED, • JOINTS MEET OVER G/L or COMMON MEMBER, 2) HALLS THAT ARE NOT FASTENED DIRECTLY TO THE FDTN SHALL BE NAILED INTO DBL. J5T. OR DEL. BLKS. r1/20d GALV. BOx • 4. O. 3) FLOOR 4 ROOF DIAPHRAGMS TO BE MIN. I/7' APA RATED SHT6 W 8a NAILS a 6' OL. EDGES, IT OL. FIELD 4) HT. SHRHALLS EXTEND TO FLOOR ABOVE OR ROOF SHTS NAIL TO ROOF Slits W 9D to 4' O.G. 5) FASTEN JST, $ BLK6 TO ALL INT. SHRrAALLS rl/ SIMPSON LSO O 16' OL. FOR TYPES STD, A. B. REDUCE SPACING TO IT OL. FOR TYPE Cr B' FOR TYPE D. 5' FOR TYPE E 4 P. FASTEN RAFTERS TO TRUSSES TO EXTERIOR S+EARYIALL WITH SIMP5ON MID. RAFTERS OR TRUSSES TO ExTERIOR SNRHALL5 H/ SIMPSON 1.110 6) ALL HALL SHTS SHALL EXTEND FULL N6T. OF HALL FRAMING, TOP PLATE TO BOTTOM PLATE 1) ANCHOR BOLTS REQUIRE SIMPSON BPS/8 PLATE WASHER BETYEEN NUT I SILL RATE • 8) ALL FRAMING MEMBERS ARE PF'2. COMMON NAILS CAN Be SUBSTITUTED FOR BOX NAILS. 4-696 Mn. 4X STUD BA. END SHEAR PANEL FOR H ROTa15CHE OLOOHN O SCHE D BUILDER TO VERIFY ALL INSTALLATION REQUIREMENTS PER " SIMPSON" CATALOG FOR ALL HLON CONNECTIONS. H O}1•0O■N SCHEDULE MARK HOLDOHN FASTENERS RE34ARK5 NO SPECIAL 0 HOLOONN NO HLDN, REQ. REQUIRED eMSTaO (IS) I6d COMMON HTT22 • FDTN, 1 NAILS AT EACH END BELOW U,NO. #M5T12 (28) ISO COMMON HDBA a FDTN NAILS AT EACH END BELOW UNA. \-1/' 'NTT72' (52) 16d SINKERS REQUIRES `�T AB. (2) 24 STUDS os tea * / # �/ •PM)8' (24) 90S3 REQUIRES 55TB28 AB. •* REQUIRES 661626 AB. 'NOOK' ( 20) 5 099 ** 10 '1401OA' (4) 7/8' BOLTS REmIRE5 55TB28 AB. I•1/4 X 56' ALL T)* EA II 11015' (5) I' BOLT E D END. WASHER INTO NT F TC, D USE 6.6 POST -INDICATES SPECIAL HOLDOHN CONDITION • !SEE DETAIL OF CORRESPONDING N)MBER) U NAILS ARE COMMON ARE NAILS U.N.O. BOLTS ARE A507. HARDWARE IS SIMPSON. 2) WLON. A.6 S CAN BE EXTENDED H/ COUPLER 14/r T A301 ALL-THREAD ROD. B) ALL HLDN5. RED. 4x POST U.N.0 0) It,OH, REQ. 0 EA. END OP SHRMALL PANEL. 4) MIN. CONC. STRENGTH o 250001. 8' HIDE FDTN. HALL IS RED. 0 1$DNS. 5) ALL SIMPSON PRODUCTS TO BE INSTALLED PER MANUP. INSTRUCTIONS. SEE CURRENT SIMPSON CATALOG. 61 M.PN, A.B. ARE IN ADDITION TO THE 5/6' * 10' AB. Rea. IN THE SHRHALL SCHEDULE. 7) FDTN. REINF,, 04 To B IN STEM HALL: (2) a4 CONT. IN FYG. *4 DOWELS • 24' O.G. IP NOT MONOLITHIC POUR. • - SIMPSON "M5T1' OF EQUAL LENGTH MAY aresirrint FOR 'CM5TI2' 05.06.2005 *.USE HIM. 4X STUD BA, END SHEAR PANEL FOR HOLDOHN RO5HLDN —PHD BUILDER TO VERIFY ALL INSTALLATION REQUIREMENTS PER "SIMPSON" CATALOG FOR ALL HLDN. CONNECTIONS. �= o I :L L I urr: - vc�tt•C' ✓, I ic.'N NW ! te a SEC 12, T 2S, R 1W, WM UPON COMPLETION OF ROUGH , • "ING OF THE ROOF DEFERRED SUBi`1 I TT�t1.6 6 - i"iBOLS rANTIALLY COMPLETE ROOF TRUSSES: PLANS, SPECIFICATIONS AND STRUCTURAL CALCULALTIONS 24 LOT NUMBER TO BE SUBMITTED TO AND APPROVED BY THE PROJECT ENGINEER STREET TREES MUST ) 441 . 4 ANY DEFERRED SUBMITTAL ITEM SHALL NOT BE INSTALLED 4 1 UNIT TYPE BE PER APPROVED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN : IL G ON ALTERNATE METHOD APPROVED BY THE BUILDING OFFICIAL DEVELOPMENT TREE PLAN CTURALLY INDEPENDENT ) d W /MODIFIED 2 HR WALLS TW 151.00 l' UTIL. I BW 141.00 E SMT. — ® 8' W : , — EXIST. RET. WALL 141.0 / TW152.00 - BW 148.00 \ 141.0 — t - ---- -- -- • -- :-- - \ :- _ -- -- -- -- 5 — FEE r D 0 i L (0.08 0 s I 1 0 n 1 15 ` FFE 1553 ' '. 4 5 8.0 F T . ill :: 1— I • 153. D 12 \1 • �, � Ga1 r � _ 01 ' -- , (� FEE 0 d) _ 15(0.08 (— FFE 155.5 • 0 15 '.0` `" . 0 — 4 .1548 CITY OF TIGARD - SITE PLAN REVIEW BUILDING PERMIT NO.: \\-. riU } TYPS III 15608 D > > 0 PLANNING DIVISION: , �1�; ✓� ✓ C� ' ( FFE 155.5 Z B St T ■ - Required Se,�bac Approved ❑ Not Approved 'Q N SIdC: .•�� ✓eet Side: 15434 �n t .� 155.4' Front. S Gars: =e: $ � Rear: ` i l Clearance: Approved ❑ Not Approved �1 ( ( 151.D Q �sua . a p ;� 0 �Maximum Buiidin Heiuht feet i FEE OL Q I— _ - w Ser 'it.: ovider Letter Required: ❑ Yes No 0 ■ 151.58 c.0 , 10 . 155.25 _ ❑ .Received 0 155.0 UM' . � 4 7'U Cate: II l Y f c V ( 1°' Ill �; •x.30 FT EN JINEERING DEPAR'' itilENT: FEE D g 151.58 ' � Actual - ope: � % ,� Approved ❑ Not pproved 11111 i 1 Site PI -Approved 'o A proved 11111 I 15 .. \ B\ : Date: t / L _ r ' ; r —e, MEN 156.D err 78660 \ w�4nc #,-S Le v I- A 1 1 gfr 15E58 D 1 s ( ` \ CITY OF TIGAR1d - SITE PLAN REVIEW' (11) <" /� BUILDING PERMIT NO: \\"... S (X)Y - C- .7 156.16 I (-157.0 ) \ ;�'%" 25 PUBLIC WORKS: I ��`w� ��� Street Tree (f Approved ❑ Not Approved 116, \ _ T �_ - c `�% - Protected Trees: n1)Pr ❑ Approved ❑ Not Approved C•4 _ 11.52 FT - - BY: M ( STjNE - Date: 1 iMpy 1 0 ....,,! 5 9 I� 15525 / ?\oses: N 5130 FT. `) 8 , ‘ it os — 15 1 SD 0 15'SD 0 V✓