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Plans �, N OFFICE COPY J'ier ( 4 ti �xt., •4 , ,--,?-ck ei,.. ,,,,,_,J‘ .., .... to N >s,''',es. \ �� s :// 41)4NN X Approved plansw Oa!! be nn 'eh "� •� b� ® N VALIDITY OF PERMIT /, THE ISSUANCE OFA PERMIT / 4796 N BASED ON CONSTRUCTION tO r: MENTS AND OTHER DATA S • N4T PREVENT \ .7c THE CODE O AL FR• + \ REQUIRING THE CO' E' IO%�f Cb OF ERRORS.ORSC R i.4 J o ‘ 4' --- w 3 ..i .°1: 14 . / , N 1-- ' A-.. . ‘N. ., , iiiiirage �o xi. �' o -3vN- r - "N 6 c., 44 cr v'It , rz4 8 A dVOx ", taO � �-ro -1-0 0 hwa ihr.4 VI : C r-- -- LIABILITY w The City of Tigard and its " m33 employees shall not be EE c.H �F. -3 „ ® responsible for discrepanciesa " '4 ^ which mayappear O a �, herein. - 2X6 OR 5!4 BOARD RAIL o - °o • • ,� • CAP ATTACHED TO ' £�' 6'-0"MAX POST SPACING r — EACH POST WITH(3)16D ° ` '� •1 SCREWS 10X3 WOOD J �- - -�— NAILS OR# 2X2 BALUSTERS m "' .- - 7 - ` ATTACHED AT TOP AND N J % .^'„ T " - ; , . BOTTOM WITH(2)8D ? + ,. , - NAILS OR(1)#8x2-1/2" w 4 . " - ' . ' ' MIN WOOD SCREW s `'' ` _ _ I I III IIII I ' C r „ fr ,� •^ FASTEN RIM JOIST TO � I END 3 EACH JOIST --�: `:�—:`":�: :�: �':`":_ :I I I �,• `� "` � '" �WITH(3)10D NAILS OR G • #10x3"WOOD SCREWS ® •'' (R507.5.1] ' • • -+ ® \\t@ ! • .,.> ' �� • 4X4 GUARD POSTS W 2"MIN- OPENINGS SHALL SEE DETAIL 2/S05 C. GUARD POST 0: CI JOIST SIZE ATTACHMENT PER 8 NOT ALLOW THE 2X4 TOP AND BOTTOM W 12X8 =3 1/4" PASSAGE OF A 4" ATTACHED TO EACH POST • DETAILS 1/S05&3/S05 U CO 2X10=5" DIAMETER SPHERE WITH(2)8D NAILS OR(2) DECKING PER g , 2X12=5" [R312.1.3] #8X3"WOOD SCREWSl"' 0 DETAIL 4/S05 a ti 1 Deck guard 2 Deck guard o I N o S05 NTS SO5 NTS m r V w : ` RIM JOIST w W ® 0DECKING PER DETAIL UNDERSIDE OF DECKING 1/507 a HOLD-DOWN DEVICES ® FASTEN DECKING TO FROM GUARD POSTS TO EACH JOIST WITH(2)8D ALIGNED DECK JOIST THREADED NAILS OR(2) - WITH MIN 1800 LB. ®® #8 SCREWS[R507.4] I , � CAPACITY EACH, �•�'_" INSTALLED IN ACCORDANCE WITH EFFECTIVE MFR'S INSTRUCTIONS. MARCH,2018 ® THE THROUGH BOLTS 11111 '41°I.'-anit AND WASHERS SHALL NO. DATE BE CENTERED ON THE GUARD POSTS AND ® 1/Er PARALLEL GAP REVISIONS i b2sr• SPACED AS SHOWN IN RECOMMENDED £,fit¢ :? DETAIL 1/S05. BETWEEN DECKING MEMBERS FOR DECK JOIST ® DRAINAGE AND TO REDUCE WARPING Details GUARD POST 3 ‘Guard post to joist connection 4 Decking connection S05 NTS S05 NTS S05 0 CORROSION-RESISTANT / L. 4fl Q DECK JOIST PER o `c FLASHING INSTALLED IN Air— DETAIL 1/S07,TYP 8 0 SHINGLE-FASHION FOR WATER TIGHTNESS '- �� "m - f7 gilt ' WHERE DECK MEETS 411111.1111111/ .41,- APPROVED JOIST TO ,4* '...-. 0111111101 T EXTERIOR WALLliedBEAM CONNECTOR - 1— (R703.4] o [R507.7] m A ---- \ —� Q HOLD-DOWN DEVICE • BEAM PLIES SHALL BE WITH MIN AT50 LB. FASTENED WITH(2) LOCACATIONS, , 4 ROWS OF 10D NAILS �' LOCATIONS,EVENLY DISTRIBUTED ALONG MIN AT 16"O.C.ALONG DECK AND ONE WITHIN 24" • EACH EDGE(R507.6] ® OF EACH END OF THE _ • [�] DECK BEAM PER LEDGER. DEVICE SHALL 1 DETAIL 11S09 BE INSTALLED IN � /� �� 0,..-,..,0-4 '. ACCORDANCE WITH APPROVED BEAM TO C) �^ MANUFACTURER'S ' -------: POST CONNECTOR 2 W i1— '. RECOMMENDATIONS �S /E1 [R507.7.1].SEE DETATE c7 —'" [R507.2.4].SEE DETAIL .�1 31S06 FOR ALTERNATE,444 2/S06 FOR ALTERNATE 0 CONNECTION CI CONNECTION a �J U ©DECK JOIST PER DECK POST PER 03z DETAIL 2/S07 DETAIL 2/S09 g F. O 1 Lateral load connection 2 Joist to beam and beam to post connection oa r o SO4 NTS SO4 NTS m N 0DECK POST PER 0 CO ., z 1 ® DETAIL 21S09 w LATERAL LOAD w W ►:• •ECTION PER DETAIL APPROVED POST TO LU 1/SO4�`R986 FOOTING CONNECTOR iir FLASHING BETWEEN DECK INSTALLED IN a• is AND EXTERIOR WALL PER ACCORDANCE WITH DETAIL 1/SO4 MFR'S INSTRUCTIONS rf. [R507.8.1) '_'D DECK LEDGER FINISH ® -• FASTENING PER DETAILS GRADE ti't,1/S08 AND 21S08, STAGGERED AS SHOWN EFFECTIVE MARCH,2018 f !/ REVISIONS APPROVED JOIST HANGER I 1 I — I z °x°o Cl WITH DEPTH NOT LESS I —o- NO. DATE / r> N N N THAN 60%OF JOIST DEPTH c9 u)w cc cc 00000 (R507.7AND R507.5.1] z�0 "z z O z_z FASTENER 2 Q DECK LEDGER(2x8 u.0 U J SPACING PER iv iv iv MINIMUM)PER DETAIL I-- NOTE:SEE DETAIL DETAIL1/S08 — i/S12 EQUAL TO OR ©F O 4/S06 FOR co r- GREATER THAN THE DECK � �/ " TO ALTERNATE FOOTNPOST Details JOIST DEPTH FOOTING SIZE ® PER 1/S10 CONNECTIONS 3 Ledger connection 4 Post to footing connection SO4 NTS SO4 NTS SO4 Allyson Armstrong From: Steve Rutledge <Steve.Rutledge@ricksfencing.com> Sent: Thursday, May 30, 2019 2:42 PM To: Allyson Armstrong Subject: Re: Plan Review - Montgomery Project - 13240 SW Raptor Place Attachments: CCE30052019_3.pdf Caution!This message was sent from outside your organization. Allow sender I Block sender Hello Allyson, Yes, we will be installing lateral connection with DTT1Z'S or as Shown prescriptive deck diagram 1/SO4 and guard rail post connection 3/S05 ....2-deck lock brackets. Caution! This message was sent from outside your organization. Allow sender I Block sender Steve Rutledge Senior Production Manager Rick's Custom Fencing& Decking, Inc. 503-992-6879 On May 30, 2019, at 2:02 PM, Allyson Armstrong<AllysonA@tigard-or.gov>wrote: Please see attached plan review letter <image001.png> DISCLAIMER: E-mails sent or received by City of Tigard employees are subject to public record laws. If requested, e-mail may be disclosed to another party unless exempt from disclosure under Oregon Public Records Law. E-mails are retained by the City of Tigard in compliance with the Oregon Administrative Rules "City General Records Retention Schedule_" <MST2019-00221 - 13240 SW Raptor Place.doc><Perscriptive Deck Design Guide.pdf> 1 , 7 meuCONSTRUCTION NOTES: ;, - 18'-S 112" H OFFICE eon { 3'-6" EXISTING HOUSE ir 3' / _ I i. ALL WORK TO CONFORM TO 2014 OREGON RESIDENTIAL SPECIALTY CODE i 2. PHASE WORK IN COORDINATION W/ OtLNER • ' ' i II 1 l_ \ COMPOSITI_ 3. VERIFY EXACT DIMENSIONS OF DECK BEFORE BEGINNING WORK DECKING 4. REMOVE ALL DEBRIS AND DISPOSE OF ACCORDING TO CITY cq r DN. _ ORDINANCES 4 RECYCLE MATERIALS WHERE POSSIBLE. OL 1stto Owner: . FRAMING PLANS ARE SCHEMATIC, VERIFY EXISTING FRAMING AND S'-6" } NOTIFY ARCHITECT/ENGINEER OF ANY CHANGES REQ'D BEFORE PROCEEDING W/ WORK 11 1 8. ALL FRAMING (BEAMS AND JOISTS) TO BE DOUG FIR 42 OR BETTER Pi . , , --.:. illli t ›, #---- ' 10. 9. CONCRETE FOOTINGS TO 2 81 CONCRETE. • e �� #----_ 10. INSTALL COMPOSITE DECKING PER MANUFACTURER'S RECOMENDATIONS i' \ 12 RISERS • 12"+- "P.:. A 2 3-1/7" �D / le P 3-1/2" RAIL CAP 10-1/2" TREADS - 103 2 9 2019 SEEDET. 1/A-2 - \ SEE DETAIL 1-1/4' DIA. WOOD: G4;�,' s'�+. �r. ls7 HANDRAIL-RETUiN i3Utt_Dtt��DiJ �t�N $ TO POST ar. No! E DECK P ,, el MIL. BAI.USTRv 3-i/2" CEDAR POST `i, �����, lD coYvtic.e-�-c 7-mAx. 4 OPENING r ����.�3-112" RAIL CAP1 r-� ��� SEE DET. 1/A-2 111-10 1/2" STAIRS SEE RI 7_____ i/1"_.�^ `. 10' le DETAIL 1/A-2 1 � K --- TOP OF DECKING fl t { I _ �� f I il _� __ _ _ _ _REUSE EXIST. g X , ``, I,__ _ _ PC4Z POST/BEAM 2x8 LEDGER II ( i i 2x8 LEDGER Tn.-1 TREATED 2x88 16' OC4x4 TREATED-- —�'' - * -� I I I I POSTbil Pi R ii * -.:..Z 4x4 TREATED POST I- I'�, TOP 4 BOTTOM WI1-j /, I I I PB44 BASE DBL. JOISTS 4` �f' EA. WAY - TYP. Date • . . _I A r-.~ 1 - GRADE STRINGERSBEAM TREATED APRIL 30 ,2010 TYP. RAILING i -.,,,,14"SQ x 20" NOT SHOUI'4 ' DEEP FOOTING 2x6 CROSS BRACING 0 R -BOLT PAMINGt)ECK E • EA. CONNECTION 'L 4I�l A - 1 1-1/4" DIA. WOOD H•_____411 0 34" • 4x4 POSTS 3'-4" oc+_ - - -----2x4 CAP SIM. DETAIL 3/A-2 ' 1 WOOD GUARDRAIL W/ /�� 4x4 CEDAR METAL BALUSTERS W/ � � i _.t POSTS MAX. 4" OPENING _--_---___.____r_— g _ - O . � �441/4.....N \ P -FINISHED ;1� METAL BALUSTERS p� Y..11 (1 COMPOSIT DECKING0 -6 j COMPOSITE TREADS 1 rg e 1 ``' �1 i 10 1/2" 3/4" CEDAR FACE - cn 11ia 2xS 6 16" OG1(2) 5!8 THRU BOLTS gc� �� W/ STD WASHERSl3) 8d� 11111 ;11 NAILS TYP. 1 .__ ..__ __ i TREATED WOOD STRINGERS _ 6" CIRCLE OPENING -MAX. Q DBL. JOISTS 0 FACE— , Project STAITAIL 4x8 TREATED BEAM II° WTRE / ATEDPC4Z 4x4CAP POST gi EXIST. SIDING EXIST. FLASHING _ De 1/ERIFY CONDIr10N �; RAILING DETAIL =��_,� 1 (ri( u DECKING ' g EXISTING FLOOR Ha".1 -® C3 FRAMING-VERIFY Oil EXIST. LEDGER 11111 Date APRIL 30,20V VERIFY 1/2" BOLIS STAGGERED * 10" kw...„ ) 0DETAIL 6 WALL A .. 2 1-1/2"•11-0"