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Plans Project# Page: I Newell Middleton 13607 75.00' 1 of 1 18068 - SW Lauren Ln. G Tigard, OR 97223 LiWood structural members that art 3� 4.136 exposed P weather to be THREE RIVERS503747VALIDITY OF PERMIT Pressure Treated or decay resistant CUSTOM DECKS . .8959 THE ISSUANCE OF A PERMIT per 317.1.3 BASED ON CONSTRUCTION DOCUMENTS AND OTHER /• n DATA SHALL NOT PREVENT ALOFFICE COPY 37's^ THE CODE OFFICIAL FROM REQUIRING THE CORRECTION OF ERRORS. ORSC 105.4 This permit oes not authorize the violation of any LOT SIZE: $911 Sgft rights of hole ers of private easements. The ap- plicant is ur,_-d to contact any such parties and HOUSE COVERAGE: 1250sgft secure thier pproval beforecommencingwork. DECK COVERAGE: 450sgft 111111111111111E 20' LIABILITY LOT COVERAGE: 19% The ty of Tigard and its employees shall not be respons ble for discrepancies Replace existing deck and add stairs I which ay appear herein. ' 7 i ,07 SW Lauren Lane RESIDENCE r- 118.48' 119.17' CITY OP TIGARD REVIEWED FOR DE COMPLIANCE Approved: j� OTC: I 1 Permit#: ry\S r o Vel Address: V-2400-1y,.\ 1-C1...vr -- Suite#: ' --_._ B : Date: --,-eVt 1, Approved plans shall be on job sq.L. CITY OF TIGARD Approved iy Planning 0 Date: I v1 1 1 bl biso r initials: Vrt 1" 75.00' + I L(5- r `� +--� Newell Middleton Page: Project# Framing1 of 3 18068 <40,11, 13607 SW Lauren Ln. Tigard, OR 97223 THREE RIVERS 503.747.8959 CUSTOM DECKS UPPER DECK i- -DTT1Z :r�. ////.., -v•,, Detail 3 ,�t. • 51 Ledger Upper Deck: 2x12 Doug Fir PT w/ Simpson SDS on 12" Hi/Lo, DTT1Z in 2 locations 3 Ledger Lower Deck: 2x8 Doug Fir PT w/ Simpson SDS on 12" Hi/Lo, DTT1Z in 2 locations 2x12 PT on 16 ' eters 15 Joists Upper Deck: 2x12 Doug Fir PT on 16" Centers Joists Lower Deck: 2x8 Doug Fir PT on 16" Centers Hangers Upper Deck: LUS210Z Hangers Lower Deck: LUS26Z Beam: 6x10 PT Glue Lam (24F-V4) O 0 Beam Hangers lower deck: HUC610Z Posts: 6x6 Doug Fir#1 PT Stairs DN I Post Bases: MPZ66Z at all deck supporting posts. CCQ44 at stairs posts. ° Post Caps: CCQ or ECCQ 0 0 0 Footings: Deck 3'-6" deep x 16" diameter (NO REINF. REQ'D) ® 13'-9" Footings: Stairs mid brace 18" deep x 16" diameter Stairs: 2x12 PT jacks on 16" Centers with a mid beam & 2 support 4x4 PT Posts LOWER DECK Cross Bracing: None required. DTT1 7 '�///„/////// © • ® —ON 6' ® a araErPT on 16” Centers/ 8 G ciFitrsokco my 0 i' "-a:ate°1/4 ® - o 1O'-D°° .- .o° 9°° . D.LW ' 72° ® Stairs (7) UP ,�� 0 RENEWAL:DEC.91 20 ' 21'-6" 111 LYVER ENGINEERING AND DESIGN 7950 SE 106th, Portland, Oregon 97266 Ph:503.7055283 Fax 503482.7449 TroyL@Lyver-EAD.com WWW.LyverEADcom l\ Page: Project# Newell Middleton 2 of 3 18068 j „,,,,-oho `" 13607 SW Lauren Ln. Tigard, OR 97223 Front Elevation 503.747.8959 Full rail detail included in an additional package THREE RIVERS CUSTOM DECKS House House ECCQ and CCQ column caps N , 1 N 1 1 1 N N M N h 1 \6x10 PT Glue Lam 1'-66/2„ / 10'-03/4" / 10'-03/4°' x 8'-9' 6x6 PT Through �"- Stair system mid bace posts upper deck _ with 2x4 pt posts to I 16"x18" deep footings HUC610Z Front L 14-91/2" j2" beam lower deck i N N N N iIN N N N N Y N N d OI N d W N I 6x10 PT Glue Lam L 3' / 6'-5" / MPBZ66 ma Post bases suCTU1q 3'-6.. < L4 16" (I ¢ / 21'-57/8" / PA Landingposts/footings s 9 shown directly in front of '*4�a ` i pass through upper deck posts RENEWAL DEC,31 20w. LLU LYVER ENGINEERING AND DESIGN 7950 SE 106th, Portland, Oregon 97266 Ph 503.705.5283 Fax.503.482.7449 TroyL@Lyver-EAD.com WWW Lyver-EAD.com Page: Project# Newell Middleton SIDE E L ELEVATION I O N 13607 SW Lauren Ln. 3 of 3 18068 Tigard, OR 97223 503.747.8959 Full Rail System included in an additonal package THREE RIVERS CUSTOM DECKS • / 14'-102" / 4' • 2x12 Fir PT 16" OC 2x12 PT Stair jacks 16" OC with mid stair brace Landings CCQ and ECCQ's 14°-9" 2x8 PT 16" 0 d . A 6x10 P 6x6 PT Posts GL's 6'a' 1ir:44ps8, 14 - .4 MPBZ66 cE' !,. F bases 4U f / 3'-6" 11, / . GON Iy�U • 2oto, o.Vele,"'- �1'-4"/- I-s DEC,11 20 ' LYVER ENGINEERING AND DESIGN 7950 SE 106th, Portland, Oregon 97266 Ph 503 705 5283 Fac 503 482 7449 TroyL@Lyver-EAD.com ewer.Lyver-EAD.corn PROJECT STRUCTURAL NOTES: (NEWELL MIDDLETON FAMILY DECK REPLACEMENT 13607 SW LAUREN LANE-TIGARD,OREGON 97223) GENERAL INFORMATION: A U CTU 4 I. GOVERNING COPE 15 THE 2014 ORIEGON STRUCTURAL SPECIALTY COPE. 2. IRE PROJECT WAS PESIGNEP FOR THE FOLLOWING LOA75, LOA175: 2' O" MAX. 2' 0'MAX a a. DECK LIVE054 40 P`,F ��. 5. PECK DEAF 15 PSF c. GSOJNO SNOW LOAD 25 PSF fi ri d. WIND LOAn: 100 MPN(A92)130 MPH(HLT) EXPO by•••1.00 6 (';+ e. SEISMIC LOAF; ',EISMIC DESIGN CATEGORY:P L. SEISMIC SITE CLASS:P I_ANI2 NG 6EAM PER PLAN Ss 40.9209 9-0,42454- cs-0.2828 R-2.5 _ 51MP50N LPU28 HANGER 5. THE GENERAL CONTRACTOR 5A.L VERIPY ALL DIMENSIONS ANP CONDITIONS PRIOR r0 COMMENCING WORK i ; - - At StP.INGERS,DM. `�yAu 4. SPECIFIC MANUFACTURERS ANP MATERIALS DEPICTED ON 1145 PLAN SET ARE AN INDICATION OR Q.ALUY ANP 5155515 M.VERIFY ALL EGON CONISTmUC11ON MATERIAL SLDSTInJnON51M11ENGINEER OF SECORI7 PRIOR f0 CONSTRUCTION. __..._ I_.._._._ }, + 5. ALL.FEATURES OF CONSIRIUCTION NOT FILLY SHOWN SHALL 135 OF THE SAME TWE ANP CHARACTER A5 919WN FOR SIMILAR CONPII1ONS. Il SWJECf ro REVIEW OF THE ENGINEER OF SEcomP. i.,, ,,.,'11�I , , 6. THE GENERAL COINTSACTOE SHALL Of CK ANP VERIFY ALL 913/55151055 ANP GRAPE COND1nON5,(130TH NEW ANP EXISTING)REPOTTING ANY �����'���y! PISCKSPANCIES TO Of ENGINEER OF MCORP PRIOR f0 ORPE5ING MATERIALS OR PROCEEDING WIN ANY PHASE OF WORK. N 7. THE GENERAL CONTRACTOR SHALL 135 5555ON9BLE FOR ALL CONSTRUCTION MEANS ANP M511005,RESPONSIBILITY SHALL INLINE BUT NOT LIMITED r0 OEMOLIT10N ANP CONSTRUCTION MEANS ANO ME110P5,TECHNIQUES,SEOLENCING,AJNO SAFETY REQUI5P r0 COMPLETE ",DEC, 31 CONSTRIICI1ON. /74 20 • 8. 19 51F CTI.135 HAS PEEN 9551GNE0 TO 5595T DESIGN LOAFS ONLY AS A COMPLETED 51511CTIRE.APPLICATIONS OF CONSTRUCTION LOAFS TO THE PARTIALLY COMPLETED 517ucru35 SHALL E CONSIPE55n 13Y TIE CONTRACTOR ANP 50 INCL11959I N THE DESIGN OF 410RING, 2x12 w/ 2x6's NAILED EA, 1"MIN,VERIFY BRACING,FORMWORK ANP ANY-II-Elk 5IFPOR TNG ELEMENTS 5ROV1PE12 FOR CONSTRUCTION OF THE STR UCO.PINING ERECTION ANP UNTIL 51175,ONE ONLY At EN125 w/ ARCH. ALL PERMANENT-CONNECTIONS ARE MADE,ALL ERECTION 135ACING,TEMPORARY SHORING ANP CONSTRUCTION SEQUENCING SHALL BE IRE T3555ON931LI1Y OF IRE CONTRACTOR, 9. PO NOT SCALE DIMENSIONS FROM PR5WING5 OR PETALS.IRE CONTRACTOR SHALL MOLEST,FROM THE ENGINEER,NECESSARY 9IMEN51ON5 NOT SHOWN ON 1ME PRAWING5, FQUW7An 1 S TA T R SECTION SHW I. FOPATION SIZES ARE 13A5EP ON TOTAL LOAD 4E OF BEARING 555551 1500 ASF. NO GEOTECHNICAL EVALUATION WAS 55EPARED.G.C. SHALL 0005PINIATE EPFOmfS TO VERIFY PRIOR T-0 CON5751CTION. 2. ALL FOOTINGS SHALL BE PLACED ON FIRM,NON-ORGANIC,UNPIS111I33EP NATIVE SOIL,OR ON ENGINEERED FILL COMPACTEP TO MINIMUM OF 95%OF THE ASTM d 1557 PEN9TY. 3, BOTTOM OF ALL 50011\15510 BE EMBEPDEP BELOW FROST PEPTH. SO} 3/4"_ I-0" 4. MAXIMUM SLOPE OF CUTS AND FILLS Alf TO BE TWO(2)HORIZONTAL 10 ONE CI)WFECAL FOR BUILDING,5TRICTURES,FOWPATIONS AND 55fANING WALLS. !REINFORCING STEEL: I. ALL REINFORCING STEEL%ALL CONFORM TO A5fM A 615 GRAPE 60. 2. PLACE 2-O X 2-0 PARS AT CORNERS ANP INTERSECTIONS. 5. ALL REINFORCING STEEL SHALL BE DETAILED,FADRICATEP,AW7 PLACEP IN ACCO DANCE WIN AO DETALING MANUAL 315, 2-2X LAN171NG 13EAM PER 4. LAP ALL 55INFOSCING PAR'S MINIMUM 30"(UNLESS NOW pm ACI 518-08). PLAN 5. %a/RELY TIE ALL REINFORCING PRIOR TO PLACING CONCRETE.ALL it W75E SHALL BE Min,#16 ANNEALEP STEEL, 6. FFOVIPE 3"CLEARANCE FOR ALL 5X5 !REINFORCING IN CONCRETE CAST AGAINST matmat2"FOR CONCRETE EXpO5E9 TO AIR,ANP I I/2"FOR ALL I, INTERIOR 051}35. 7. ALL 55INFOSCING SHALL BE 51F5ORTED ON WELL CIPSP CON035TE BLOCKS OR APPROVEP METAL CHARS,AS SPECIFIED DY THE CRSI MANUAL . . OF STANPATB7 PRACTICE,MSP-I. Ibd r�8"o.c,StAGGErI ' CONCRETE: j I. ALL CONCR'c1E SHALL DEVELOP A MINIMUM 28-PAY LAB CU250 COMp5559V5 51 5NGTN OF 3,500 551.ALL FOOTINGS NESE DESIGNED WTH lc-2,500 551,THE5EP05E NO SPECIAL INSPECTION 15 RI=QUISEP. I, 2. ALL 5X5055/S CONCRETE T-0 HAVE 5%PLUS OR MINUS 1%/15,13Y VOLUME,CONFORMING TO ASTM C 260. 5. ALL CONCRETE 9-ALL HAVE A MAXIMUM SLUMP aF 4". 17ECK J01575 PER PLAN 4. ALL CONCRETE SHALL DE ClRSD PER AO 315-08 STANDARDS. I� FRAMING LILVOES: I. ALL FRAMING LUMBER SHALL PE PO:YLAS FIR-LARCH ANO`HALL 6E DRAPED I1NOE51W MOST WECENILY AOOPTEP FILES OF at WEST COAST AMBER 191515 ON5/B All( 355 2. (� SIMPSON LRU28 HANGER Al' 2. ALL BEAMS ANT)JOISTS SHA-L BE NUMBER 2(UNLESS NOTED o NERM E). 5 RINGRS,Tyr, 3. ALL STUBS AV BLOCKING SHALL 13E NUMBER 2. 4. ALL LUMBER IN CONTACT W11 CONCRETE OR EXPOSE/SHALL BE 5555545 TREA1EP IN ACCORDANCE WI11 AMA STANOARO C-2 ANP SHALL BEAK IRE AMA QL/ALI1Y MARK.FIELP CUTS,NOTCHES ANP DRILLED 10,55 OF 5555955 IREATEP MEMBERS SHALL BE RETIREA1En IN E StRINGER PER PLAN FIELP IN ACCORDANCE WIN AWPA M4 5. ALL FRAMING CONNECTIONS r0 BE MANE WIN 9MPSON FRAMING HAR7WARE.COORDINATE SELECTION W/ENGINEER PRIOR TO CON51RICTION FA51ENE55 FOR PRESSURE OR FIRE RETA07ANf 1REAIEP WOO)` -L DE NOT PIPPED GALVANIZER PLY/JOOP SHEATHING: 1, ALL PLYWOOD SHALL BE C-P GRAPE WIN EXTERIOR 51.E MANLEACTI.REP IN ACCORDANCE WIN THE LIMP 51A1E5 PF091UCr 51ANPARO P5 I-83/AN9 A199.1"FOR CONSTRUCTION ANP INPUSTRIAL PLYWOOD"ANP SHALL CONFORM TO I13C 5TAN0AR7 25-2 AND SHALL BEAR THE APA TRAM/NARK OF THE APA. ALL 2. PLYWOOD SHPE LAP WITHNJOINTS STAGGERED. 2 S TA I R SECTION AT LANDING 3. BLOCK ALL SHEAR WALL SHEATHING Ami 2X BLOCKING AT ALL EDGES. 4. ALL EXTERIOR WALLS ARE 10 BE CONTINUOUSLY SHEATHED. - 5. 093 MAYBE 913571115159 FOR PLYWOOP WIN'SSAME SPAN RATING. SO 3/4"= I-0" - TIMBER FASTENERS; I. ALL 11M1355 MATERIAL SHALL BE FASTENED PER 05SC TABLE 23049.1,"FASTENING SCHEPLLS"WOO. S1EEL I. ALL STEEL SAL BE pm IRE ASC. 2. NATE ANP MISC.SHALL BE 50 KSI,111355 SHALL BE 46 K51. 3. ALL WEL05 SHALL BE PER CURRENT AWS AND BE INSPECTED A5 REQUIMP, Ill I ilikkev ppOJFC1 ; NnWa�� MIf7f7L- 1 ON nFCK SN� 1 rl� ; GN�pAI, N01�5 ANTI bTAlUS 51-ET:t; VI5ION5; LYVER ENGINEERING AND DESIGN �OCA1ION;1360� SW �AUt?�N �AN� 1IGApb, or 9223 02/ 13/ 2019 � ; vApl�s A 7950 SE 106th, Portland, Oregon 97266 CLINT: t?f� f;IVN?.5 CUS"OM nF.CK5 Ph:503.705.5283 Fax: 503.482.7449 TroyL@Lyver-EAD.com wwwEAD.com LF� ppOJ�C1 #19-0.35 POST ANn i?AIL BY OTHE 5 71177;;IN , 4:::::19:3 Y P A SCpEWS INTO BLOCKING @ 6"o,c, I PT 2x CONTINUOUS I,�t7 2x BLOCKING @ w/ (2) I/4"©x 5" LAGII Q� POSTS w/ C 3) 16d 2x6 C�nAf 17ECKING SUMS @ 2' O"o,c, MAX p PT POST PSI:PLAN w/ PA. N 7 J015T ) SCP�WS PPf HIST AT�NnS OP SPLICES = , „ I. SIMPSON MPI3Z POST 13A5� I -� �,'; y:1 q- � C MATCH SIZE) irm �����►S � PLANPOI:Pl�f? SIMPSON J1328TP HANG�I; �XI511NG WALL ANn00T1NG �LOOI:PI?AMING fl->- 1 -1-1]:=- I L. ■ 77, PT JOIST Pf:PLAN \\\% \� 2x PT BLOCKING �� , \' 16d TOENAILS @ �� \\ a \\� i '' 7, , \\/ 12 o,c, PT BEAM P�f:PLAN A a jiMrd \/ SIMPSON �CCQ OP CCQ WSLnABLE CAP HSS PO5T PE-P PLAN 1, 5EF PLAN PT 2x1 SLOP�n B � `"�"- / / w/ ('�) I6d SACH ENI7, PLACE Al 4S ANGLP SECTION @ PIER i-2� SECTION @ DECK 3 SECTION @ DECK 1114f l' I \if: S 3/4" = 1'-0" \S I� 3/4" = 1'-0" S 1 3/4" = 1'-0" I91?0JC1 : N�W�-� MIf7f71 ON bFCK SNT 11Th-s: b�1AI�5 5"1-at: nA1T, �OCA110N;1360� SW LAWN LAN -11GAI?f7, or; 97223 02/ 1 / 2019 f?�VISIONS; all LYVER ENGINEERING AND DESIGNxAL : vAr:E5 A 51 7950 SE 106th, Portland, Oregon 97266 CLIENT: 11-1 I?IVs CUSTOM I7CK5 Ph: 503.705.5283 Fax: 503.482.7449 TroyL@Lyver-EAD.com wow.Lyver-EAD.corn LAn 19lOJtC-1 #19-05 ' 18115193R144 r- Tf / Iiii." .-, ' 1311MN 41 , . Ai 1 j 2x BLOCKING uV. � w/C 2)16d 2x6 G t7AA,I2�CKING p,1:004T'- we.,+T TOE. NAILS w/ (2) 5C W5 PSI: JOIST RENEWAL;DEC,31 "41i1MIEEMENNtM INEMBINMEI[IIE El= 2x JOISTS rm.PLAN GL I3M Pre?PLAN PT MAM PSI?PLAN 5IMP5ON CCQ Of: CCQ CAP 1-155 POST PrI:PLAN 5IMP5ON NUC HANG,M AT 2-5TOPY COLUMNS, PCC 6x6 POST, S�� PLAN or PCC AT I-STOI Y COLUMNS, ri SECTION @ DECK (2 \ SECTION @ BEAM S2} 3/4" = 1-0" S2} 3/4" = 1'-0" PpOJEC1': NM1-1- Mlb2L1"ON PECK 5H 1 1111- n�1Al�s sN��r LYVER ENGINEERINGAND LOCAVON:1607 SW 1-AUpFN LANE-116MP, or 97223 nA 02/ 1 / 2019 f?EVISIONs DESIGN 5C� : vAr?I�sA 52 7950 SE 106th, Portland, Oregon 97266 C�I�N1 ; -1-1-m t?IV�t?s CUsrOM b�CKs Ph: 503.705.5283 Fax: 503.482.7449 TroyL©Lyver-EAD.com www.Lyver-EAD.com lAn PpOJ�C1" #19-05