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Plans • l. LIABILITY • The City of Tigard and its emp l oy ees shall not be ies �3, r 3 responsible for discrepancies T �ASN h1/ which may appear herein. 21:15460.4P- X55& SW as Iovd _C-/-, tt 1 Oil c 7ZLc/ 7�X if � zs;, �+o87dv This permit does not authorize the violation of any �° I id rights of holders of private easements. The ap- plicant is urged l any such parties ti secure [bier approval vaa before before commencing wor Otk. Coolrad or 1.10 se' :ic)di Nor4 -h.& " 5775 i n o uJ Is vved Approved plans ') 503 -(0 - ) --/Z85 Vo PP P 1 s shall be on job site. 9 ai S ti ri s 1 PROPERTY LINES SHALL BE CLEARLY IDEN S INSPECTION T O FOOTING IN Address shall be posted • and visible from street. u � it 1. CITY OF TIGARD A pproved ................................. ........ .. - ( ) Conditionally Approved .................... For only the k as described in: OFFICE CO PERMIT NO. w ' See Letter to: Follow........................ _------- -- _, _, ( ): - - -._- _ ( ); Attach ..... .... . ..... Job Address: Date: By: __ C. .. 'S Ln oa Ledger Notes: 1 8 Attached w/ (2) 5" LedgerLok Lag o g Screws (ICC# ESR -1078) 0 16" OC E - Q. If into conc. use 4" x 44" Exp. REAR DECK L o b a Bolts 0 32" OC PLAN C v' Footing Schedule: O New Deck Area F -1 = 8 "d F -2 = 12 "x12" F -3 = 16"x16", F -4 = 18"x18" F -5 = 20 "x20 ", F -6 = 24 "x Re —Deck Area Ledger Attachment see Not Depth = 12" \ \ \ """. `---JIB""""" "' \ \ I � ./'-- i i Post Schedule: \.4rArArArArArArArAPPArdr P -1 4x4 P -2 = 4x6 V� � P -3 = 6x6 New 2X8 PT Jorats 16" oc W p All Posts are PT #2 H.F. A O in All post to beam connection 9' 9' 8'-3" 9 , w /(2) AC4 (E) 2X8 PT Joists 18" oc Z Beam Schedule: / 7' 7' / 7' / 7' / 2'-/ B -1 = 4x6, B -2 = 4x8, B -3 = 4x10, 8 -4 = 4x 12 (E).....2 P oe t an F oo ti n g P -t B -2 B -5 = 6x8, B -6 = 6x10 16 (E)' -2 LE) g— b E urn 8 -2 cin B -7 = 6x 12 \ \ E - ' — s l �` � � E)P -2 \ All beams are PT #2 H.F. Joist Schedule: 5 ' �j N ,` V N J -1 = 2x8, J -2 = 2x10, �' J -3 = 2x12 7' .`- j P -t ' o Joists PT #2 H.F. ® 16" n 8 -2 if� I'1► o� O.C. \ �._� .:.e.. a O nsi um X Brace: \ \ y < New 2X8 PT Joi 18" oo �,¢o,1s0 t L�v►N►.aA+✓�r�'c X = 2x6 w /(2) 5" LedgerLok Fidt_ Q 3 o3. Lag Screws (ICC# ESR -1078) 4' Lags per attachment New Deck Area \._ K Brace: K = 2x6 w /(3) 12d gals nails /- 2' / 7' / 7' / 2'-/ per joist attachment attached to ledger w /(2) Lag Screws / 1 6' / 14' / Decking Material: / 30' / 5/4X6 Composite Decking ^ N Handrail: " U as req'd, 36" high I Rev. 4 -18 -2006 1— (/) M Ledger Notes: , o 8 8 A w/ (2) 5" LedgerLok Lag g pc' s Screws (ICC# ESR -1078) 0 16" OC go I 0 101 If into conc. use 4" x 41" Exp. " p �°' @) Bolts 0 32" OC in °' 1 1 Footing Schedule: F -1 = 8 "d F -2 = 12"x12" F -3 = 16"x16", F -4 = 18"x18" F -5 = 20 "x20 ", F -6 = 24 "x24" I Depth = 12" � (7 Post Schedule; Z OD 00 N P -1 = 4x4 P-2 = 4x6 ch o` P -3 = 6x6 w c ri All Posts are PT #2 H.F. P- A All post to beam connection Te d In w /(2) AC4 Top & Z Bottom Guardrail Attachment Beam Schedule: s.. " °te8 B -1 = 4x6, B -2 = 4x8, B -3 = 4x10, B -4 = 4x12 3' 8 -5 = 6x8, B -6 = 6x10 B -7 = 6x12 All beams are PT #2 H.F. LU28 f (E) 2X8 PT Joists 16' as f New 2X8 PT Joists 16' oc ( 2)AC -6 K —Brace 1 8 -2 Joist Schedule: '� (2)AC -4 v N gr J -1 = 2x8, J -2 = 2x10, (E) a) J -3 = 2x12 Joists PT #2 H.F. ® 16 X —Brace p - 1 8' E Q oO O.C. N "C • X Brace: a X = 2x6 w /(2) 5" LedgerLok al ' i- Lag Screws (ICC# ESR -1078) (E)CE166 I PBS I- Lags per attachment (E)F -6 1 2" FG312" \ I K Brace: A 24" -'' -16 "/- K = 2x6 w /(3) 12d galv nails per joist attachment attached / 9' / 5' / 2' / to ledger w /(2) Lag Screws Decking Material: 0 5/4X6 Composite Decking 0 w N Handrail: 'd 36" high Rev. 4 -18 -2006 as re 0 q g t- 0 / 0% ° U o U P u b ; Stair Detail 36" Guardrail Detail 1 Grabrail on stairs to be 34" above toe 1 on " of tread, and be grippable 1 2 min. to Cz Stair jacks @ 20'" o.c. cutfrom 2 �" max. wide cc 2x12 pressure treated hem/fir #2 N U c\ 2x4 top rail w/ l x3 A 0 ,� 2�irn or side joist � Z `" 2> 1� 1 —i ,, 9' min run 2x2 Clear Cedar Baluster. i 5 -718" o.c. (38" gap) Mk pt —A 36" att. to tiro 2x4 bottom rail w 1x3 _ li / w14 1/9x3" WS r / (3j per stair set 4x4 Post @6'6" O.C. - '}0 A35 2x8 pt star Standard 2x Joist H attached w/ d 2 hang board (2) x5" RSS 2x 1Notidng attached to the joist with / Lag screws each if 4- A35 on the back side, and 2 A35 on the rim joist co Spans over 6'6" to be supported co with either (1) 2x6 att to each stair jack, or a 4x4 pt post with J footing lilt � ►4 i lMF& N. I Top View I .- ...... ., _ R = • . 6 .. LedgerLo vP a + � cif �� ° n� s 2.. . , �� ..,,_," ..- er o E -c �w�'�,?1 � � „fit F� �« k x � �• k^ 1 M LEDGERBOARD FASTENER - , S �` r r , :, d s a �. ' *;.e{, e �}air - _ r . nom - '''' 4 INSTALLATION PROCEDUE °'`” 4 The FastenMaster 3 � g7 - w+ i:ci l 5e s x IR a r +'-3��.a.d drill (at bast 14.4V if cordless). r , ' h ,a • fully OVEas a WAS 4, engage the main member (i.e. — rim foist). Bring washer '' ' ' : ` do not countersink. � c HEAD °i'4 �.-� „s �.a�ro Ya 4 � z ;.. ; , `mints �aY S . 1 . k • �. �i x.;. Ni - rS n ,.! ti fir : r r ,�. .,. lateral Design Values (2) for Single Shear Connections Landed Perpendicular to Grain MADE OF HE AT � ii t.1-0 � f� • f r " .. fil weed TREATED STEEL ' 4 E ° : - � f 7 160 ,, 9/1`- 1/2 " i F.'' ci r 3 L Red o ak 0.67 959 164 222 268 • 140 160 260 FORT f A S " Satoh. 1'.166 nae 0.55 292 154 1115 224 120 140 '.,' 230 DRAMATI W LL, s � � I ; y . , Doug lit-1,50.' 261 111 170 705 110 136 200 INCREASED Doug lit-1,50.' Doug Ib-S 044 238 131 ._ 1S7 110 100. ,120 190 STRENGTH AND ;:- '' `� Horn. Fir 0.13 220 122 147 176. 100 120: 160 DRrvaenmr, _ :4,':3-'.4- f .� g T FS, Wt9 WC 0.36 176 1 0 4 126 136 90 100 150 fr� 41 a , w - 1 • SCL =Structural Composite Lumber (LVL,PSL and LSt) MULTI COATED FOR • -- Wood species identified typically have overage specific gravity similar to the values .,. shown on this table GUARANTEED • All design values based on /2 side member thidmess and penetration into main CORROSION „. r, member as follows;. Ledgertok , Nails lox diameter, Lags 8x diameter. Design values PROTECTION. may be subfect to adf nsfinent factors (section 10.3 in NDS) based on conditions existing ACQ APP '. ,Y,ED. w during installation as we as those expected during service life. r ` 4 log and nail � � �,• i . } � The screw and nal d _ s �- In cluded In tably y it Y . "'>i desigtl,vahtes fnduded la,lhese tabbS are �. all ecilY. from 3 ,� , Y e ,,.� ,e.,.,,„ ,i the 7001 National Design Specification far. Wood Canstrudfon (2001,ND5): The " - SUPER SIZE r 4 FastenMaster Ledgertok design value cakuIations are based on independent bb testing as outlined in la Acceptance Criteria AC233 An vtdues,have been reviewed and certified by THREADS F a professional engineer.'- INCR EASED HOL G Single Shear Design Values relate to the shear, or lateral failure, of the connection. It is °t y p a critical factor in determining iha correct fastener and corresponding fastening pattern. _ `� ..,:,,f,7' FastenMaster I.edgertak performance data is for reference only All fastenin "p atterns ' c"` r '" n t b ti Lic'i i must comply with building codes. «,, . W � r For ceeuplete design values and inglrneert16g data, available throegh ICC -ES, G Mt r pOi FO w � � see report ESR -1078 at ww.kc-es.org. :: . FAST DRILLING ,.-4• . 7,..-,, k" 4 *.' For technical assistance or backup information, please contact FastenMaster Technical I S " } r ,, i" " Support at 1- 800 - 518 -3569. } i } E a�: e" ylt� - cam •7 7'! y -,. 4. ' ' - 1 j l' ' ' '? A a .14 {tki:Fp , ¢ 4 1 h 44 f � a° �` � Nt Part Number Screw Length Quant per Pack FMLL358 -50 3rb" , 1- t • � ;� h ,,, i0 FMLL358B -250 3%" - r 1 250 ' - '' � I , • , FMLL005 -50 5" 5p , wi " ` ,y,,,,,• ' a FMLLOOSB -250 Q n { a hq 5 �M� r��, d S� c µ �-., ,, yyc n 4 tn omo, c., 153 SOMAS ROAD, A.47/111144% { ' ` -4 , . : r_.a ' 100-518 .3561 WWW , 1 FAITIYic EASIER . `- ©2003 FastenMaster and wren ` f ' ,, ,, ., 7:., f �#, w '. rSe r _Y #^ 5 .M tt , Y H �, - Tat =C t � , 1 br �. '...'1•:•'..4.":-. "a• r ,'„..,i:.^',-7.,"?:.1 4y