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Plans (35) '- ' -n... 1 2 3 4 6 7" ' 11 1i / x0.,r----- ---r„� - tt-~- trty. r -�- , . . _,..1 �: 15 16 Tr 14 1'9 222224 25 266 X) 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 A archad ® a Ur I�IGARD B CITY OF TTGARD P ‘� --3 Q-:, ..-3I Approved b . Planning • } C • �} . -t . °.° P . . CE . . . . . . . . • . . . . . . . . . . . . . . Oat e: .� .�� outdoor door living FI) FOR (, IDL COM N D �L is 'nitials: - . c•C . [ '/ t Nam: C.- E •c -C: j ] � r I Address:l �r3 cJs�•1�- s� F P< rrn if #:' C [ l t -' r- S- vs r a,.tr city: t \c Q •t�cdress: • �� � i .B B . a _ 1 tet 9 - Zip tole: qn ",{ w j ` - . ~�\ Office: K, 0 CE COPY . . . . . . . . . . \, .` . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Sales Person: , Contract t M ,. . . . . . . . . N ,� 0 _ Additional Notes: P . . . . . •\ . . . . . . . . . . . . . . . . �• , . . . . . . . . . . . . . . . . . . • . t. Q \ VALIDITY O PER�IIIT . ' ` ` . . . . . . . . . AI • 3 \ THE ISSUANCE OF PERMIT . . . . . . _ . BASED ON CONSTfi Tio6i 4 1( • • • �� �`L�nC b� � r 5 •tJ1 •\•DOCUMENTSAND•OT R, . . . . . '� c G 6-efk_cJ % (f24 4 . ,TA SHALL NOT PREVE T • CODE OFFICIAL FROM` "�' %� t `` I — -- Z .I1' U Q • REQUI a NG THE CORRECTION . .- - • ► V OF ER' RS.ORSC 105.4. ,____._ ,:..k.pr,.,...,,,,:-::: C.. 41. . . t . . . . . . . . . . 1 ' :/‘ W g. ( I• Cts � x7. 1 • , . 1. . . . . . . . . . . . . . . \iii. . Y - l� --} Approved p ns z • . . shalt b • t \ ` �. eon lob oto . . . . . . J. . LIABILITY . . . Thecc • �City of Tigard and•it DO employees shall not be . . . . . . . . . I 2`�'� . � • espolasible for diserepanci s ��` � . which may,appear herein. 1, 1t GG • i 1• f (kP P 4(X...4 IJ� rate r II -�" I ,ll:5Builder: 5o3-g -aS 8.49(e j j . \p1/4.1‘... . . . . . . . . . . \ . . . . . . . . II` , r KK ) ' Customer:� tr i ,e ( r � ca:, - . Vr 4 ✓ cit' �k � Gr�r This dawN stroll not be duplicatedcaled i ` thout the express wdtten NN consent ofAtch�ck. n...i... a1A V/V. A l I neAArA�►r.e Ane sno►nvouATe Lrr _--/ — � C 4 P :r- j `` ®149(3-?(119 Anthadstek D ;W J i 3 • ill w 'M%� \C1 - CJS \l� ` V �� 1 ' 4 5 76 8 9 11 12- ‘�, q+f' '- l ",." lin. ".,` 1e ..... ;. "�l '",lfIM,`+i 13 14 15 16 17 It 19 26 21 22 23 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 Aarchadeck • B CITY OF T'IGARD P V1/4,0.5- . ` .-.� � `3 �- • ' Approved by Planning. I Date: .. . ci—Oi . . . outdoor living D !iiitiaiS/ 1. t c ..�.. E Name: F Address: tc 35 ,J - v 6 city:r-1-1C,-, H ST: I . . / T. Zip Mode: ' 12-7--,`A j �`. ice: '1 Sales Person: \ _1 \ . . . Contract#: t: _ o Additional Notes: P • \ Q • t\ -el S •t ):17, � ` c . G -ev t� 1-4261/4 \ \***•••••••\ Nc.,...... •\ . . . . . '\,57), .c.,:&", . . V `cis.• f 1r1 , j t _ - Cl" "5 ' y <it41 . . . . . . . . . . . . . ___ ._,__ . 1 Z 1 .1 } . .• . . . 'DD 1 88\ \ . . . . . . . EEFF . 1 . . . . . . . . ' . . . I . . . . . . . . . . . . I ��° . 1 06 . ; 11 v k. sunder �3-qa�— 4�f 11 • ; + ��d� i , Customer: row-KK , e Customer: s It v r• ,.,L., e -c( . (j,�� ._ .a_. _ _ n.. _. , .�.-._ \� - . _ ., — This drowkg steal not to duplicated Miff "- _ r` "" without the express written NN �^ 10�# 0 E - consent otArchadeck. o....4... 1IA. --v n+ •®I n.••e•sl.n•u Af •nnnnvu••rr 1-----2---- 4^"'il4r :'t1/4-.11 rp Ak. ' k' 1Y . N 619113079 Artthndetek ALL CONSTRUCTION PLANS ARE PROVIDED AS IS.ARCHADECK FRANCHISING CORPORATION rchadecke DISCLAIMS ALLOTHERWARRANTIES,EXPRESS OR IMPLIED,INCLUDINGIONIS LEFORMERCHANTABILITY OR FITNESS OF PURPOSE.ARCHADECK FRANCHISING CORPORATION NOT LIABLE FOR INCIDENTAL,SPECIAL,CONSEQUENTIAL,OR INDIRECT DAMAGES OF ANY KIND,INCLUDING, BUT NOT LIMITED TO,LOSS OF ANTICIPATED PROFITS,BUSINESS OPPORTUNITY OR OTHER FA H LA N®1 INC. $"' ECONOMIC LOSS ARISING OUT OF THE USE OF SERVICES OR ANY CONSTRUCTION PLANS RECEIVED FROM ARCHADECK FRANCHISING CORPORATION,EVEN IF ARCHADECK 1 3 -& FRANCHISING CORPORATION HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGE. L, A° ., ' IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THE ACCURACY,COMPLIANCE WITH APPLICABLE STATUTE(S)OR REGULATION(S),AND FITNESS OF PURPOSE OF ANY PLANS OR _ !e I d.b.a. A rc h a d e c k of West Portland2019 CONSTRUCTION INFORMATION RECEIVED FROM ARCHADECK FRANCHISING CORPORATION E j /�c�, ,/A� �`�//rw���.�, s�_P [ PRIOR TO DETHE USE HISING C. /[ViifjE ►/j�[('y/� cj ARCHADECK FRANCHISING CORPORATION IS NOT ENGAGED IN RENDERING PROFESSIONAL .t.� e.._ n '�';1 SERVICES OR ADVICE.USE OF ANY CONSTRUCTION INFORMATION PROVIDED BY ARCHADECK C r F FRANCHISING CORPORATION IS SUBJECT TO THE ADDITIONAL DISCLAIMERS AND CAVEATS THAT I I r r ( r".k MAYAPPEAR THROUGHOUT THE CONSTRUCTION PLANS,CONTRACTS AND OTHER DOCUMENTS t'3 .- PROVIDED TO THE BUILDER AND CUSTOMER. DESIGN LOAD CRITERIA KELLEHER SYMBOL LEGEND FOOTING/FOUNDATION LOADS P.S.F. CEILING P.S.F. LIVE LOAD 40 WITH STORAGE(L/240) 20 #153-072531 T.O.D.TAG DETAIL TAG DEAD LOAD 10 WITHOUT STORAGE(L/240) 10 TOTAL DETAIL NUMBER ,------_-` TOTAL DESIGN LOAD 50 16535 SW GREENLAND DR. �/�/� AREA OF DETAIL `; DECK LOADS(L/240) P.S.F. WITH STORAGE(L/360) 20 ELEVATION AT _DECK FRAMING) WITHOUT STORAGE(L/360) 10 TIGARD, OR., 97224 POINT OF TAG SHEET FRAMING DESIGN LIVE LOAD 60 DEAD LOAD 10 FRAMING DESIGN DEAD LOAD 10 ABBREVIATIONS: STAIR TAG SECTION TAG TOTAL FRAMING DESIGN LOAD 70 ROOF LOADS(L/240) P.S.F. FLOOR LOADS(L/360) P.S.F. SNOW LOAD 25 #B BEAM GLU. GLULAM I DEAD LOAD #BB -BAND BOARD #DN 10 HDR. -HEADER SECTION CUT PLANE LIVE LOAD (LIVING) 40 #C RAIL CAP LENGTH INT. INTERIOR L LIVE LOAD(SLEEPING) 30 TOTAL DESIGN LOAD 35 #CB COLLAR BEAM IN. INCH DEAD LOAD 10 PERGOLA LOADS(L/240) P.S.F. #DB - DOUBLE BAND JST. JOIST #DJ DOUBLE JOIST I— O, DIRECTION OF VIEW SPA LOADS(U240) RS,F, LIVE LOAD 10 #DR -DOUBLE RAFTER LB. -POUNDS LIVE LOAD 100 DEAD LOAD 5 #F -FENCE CAP LENGTH L.L. -LIVE LOAD DEAD LOAD 10 TOTAL DESIGN LOAD 15 #G -GIRDER L.V.L. -LAMINATED VENEER LUMBER **ASSUMED OPEN FRAMED PERGOLA, #HB -HOUSE BAND LOWR. -LOWER TOTAL DESIGN LOAD 110 ■ -4 x 4 DECK COLUMN **ASSUMED SPA LOADING, NOT DESIGNED FOR SNOW LOADS** #HBE -HOUSEINGBEAM MAX.BAND EXTENSION MAX. -MAXIMUM 111 -4 x 6 DECK COLUMN -MANUFACTURER # - VERIFY w/SPA MANUFACTURER** #QJ -QUAD JOIST MIN. -MINIMUM #RB -RIDGE BEAM MOD. -MODIFIED 111 - DESIGN CRITERIA: NOTES: #RP -ROOF PLATE N.T.S. -NOT TO SCALE 6 x 6 DECK COLUMN - THIS PROJECT HAS BEEN DESIGNED FOLLOWING THE REGULATIONS #TB TRIPLE BAND O.C. ON CENTER #TJ -TRIPLE JOIST OF THE 2009 IRC(INTERNATIONAL RESIDENTIAL CODE). OPT. -OPTIONAL - WORK TO MEET LOCAL,STATE AND APPLICABLE RULES ALT. ALTERNATE O.S.B. -ORIENTED STRAND BOARD AND REGULATIONS. ALUM. ALUMINUM P.L. -POINT LOAD ❑ -RAIL POST �/ -X BRACING - IN-GRADE DESIGN VALUES BASED ON AF&PA. APX. -APPROXIMATE /� P.L.F. -POUNDS PER LINEAR FOOT - PROVIDE JOIST HANGERS @ ALL FLUSH FRAME CONDITIONS. BD. -BOARD [2] - FENCE POST - PRESUMPTIVE SAFE SOIL BEARING CAPACITY IS 1500 PSF. C/L -CENTER LINE P.S.F. -POUNDS PER SQUARE FOOT P.S.I. -POUNDS PER SQUARE INCH ' -ROOF POST/ CI -PARTING BOARD LOCATION FROST LINE 24 CJ CEILING JOIST P.S.L. -PARALLEL STRAND LUMBER PERGOLA POST AND CENTER LINE - CONNECTIONS TO EXISTING STRUCTURE FLASHED PER LOCAL CODE CLG. -CEILING P.T. -PRESSURE TREATED LUMBER: C.M.U. -CONCRETE MASONRY UNIT P.T.T. -POUR TO TOP N -STUD LOCATION - ALL FRAMING LUMBER TO BE#2(HEM-FIR)OR BETTER, CONC. CONCRETE P.V.C. POLY VINYL CHLORIDE TREATED FOR EXTERIOR USE,PER LOCAL CODE U.N.O. CONT. CONTINUOUS RBD. RIDGE BOARD - DBL. -DOUBLE READ. -REQUIRED FOR ANY QUESTIONS OR CONCERNS PLEASE CONTACT: ALL PSL ENGINEERED TYPE LUMBER TO BE TREATED FOR EXTERIOR USE: DIA. DIAMETER R.O. ROUGH OPENING P.S.L.STRESS CLASS(2.0E,2900Fb)P.S.I. DIM. -DIMENSION RSW -RIDGE SUPPORT WALL FAHLAND, INC. - ALL GLULAM ENGINEERED TYPE LUMBER TO BE TREATED FOR EXTERIOR USE: D.L. -DEAD LOAD S.F. -SQUARE FOOT/FEET 15880 SW Tualatin Street GLULAM STRESS CLASS(1.9E,2600Fb)P.S.I. DN. -DOWN SQ. -SQUARE Sherwood,OR. 97140 - ALL LVUMICROLLAM ENGINEERED TYPE LUMBER TO BE INTERIOR USE ONLY: DTL. DETAIL T&G TONGUE&GROOVE PHONE:(503)-539-1460 L.V.L.STRESS CLASS(1.8E,2600Fb)P.S.I. ELEC. ELECTRICAL T.L. TOTAL LOAD ELEV. -ELEVATION(SEE T.O.D.) T.O.D. -TOP OF DECK CONCRETE: EQ. EQUIVALENT TYp, TYPICAL ENGINEER OF RECORD - MINIMUM 28 DAY COMPRESSIVE STRENGTH=2500 PSI. EXT. -EXTERIOR UNFIN. -UNFINISHED (AS APPLICABLE) FIN. -FINISH U.N.O. -UNLESS NOTED OTHERWISE FLR. -FLOOR UPR. -UPPER SHEET INDEX FND. -FOUNDATION W/ -WITH NOTE THAT NOT ALL JOBS REQUIRE ALL SHEETS FT. -FOOT/FEET W/O WITHOUT F.V. -FOUNDATION VENT ST -SITE FF-# -FLOOR FRAMING DRAWINGS PREPARED BY:ARCHADECK FRANCHISING CORPORATION PL-# -PLAN FP-# -FLOOR PLAN CONSTRUCTION&DRAFTING DEPARTMENT EV-# -ELEVATION CF-# -CEILING FRAMING 2924 EMERYWOOD PARKWAY,SUITE 101 RICHMOND,VA 23294 FD-# -FOUNDATION/FOOTINGS RF-# -ROOF FRAMING ©2019 ARCHADECK FRANCHISING CORPORATION SD-# -SECTION/DETAIL UNAUTHORIZED DUPLICATION IS A VIOLATION OF ALL APPLICABLE LAWS a.rw- r' All dimensions are approximate.In the event of a difference between the drawn and written dimensions,the written dimension shall prevail.Due to local differences in building codes and regulations,and specific site conditions,these drawings may need to be modified by the builder to comply with such local codes and regulations,or site conditions. 0) EXISTING RESIDENCE (1) CO �i CO V 0 X82. p +., V I 0 D --II 11 4, d.... 0 GARAGE EXISTING ROOF POST,FRAME AROUND AS REQUIRED SHEET DESCRIPTION \ \I O SHEET: S 113"+/- I Co 1 9 DNI p 2/4 12" ' PA iIIIi�iiiIiIiIiIi.NIMi�iipoIpu—m/py� Bo " = r_ n •��► 12� SCALE: 1l4 - 1 0 1 M� Nh. 1 5 1 1 1 I I I I iihDN .4. ON O Prepared by. �' ch Archadeck Franchising Corporation M NN M1 2924 Emerywood Parkway ,� NN NN N r' 9 , Suite 10 �� Richmond,VA 23294 DRIVEWAY PAVER PATIO 04110 -0 0 .�M 12' 12 Construction&Drafting Department NNNNNN Nlr 1U ®2017 Archadeck Franchising Corporation MN NNNN M 111 S 45 +/— All rights reserved.Unauthorized 1091010111011010.0r401101141 duplication is a violation of 1 A r-O+r I all applicable laws. 6"BUILD-OUT 'h XI SIMPSON STANDOFF POST BASE @ BOTTOM OF (2)COLUMNS TO BEAR ON CONNECTOR#EPB44(HDG)OR EQUIVALENT, tS- STAIR PER CODE SAME FOOTING @ GRADE (TYP.) LANDING ( ) M Q\X M Q N 8'-O" / / N— Z Nf— � fYz0WN W W o 0 co N W OSI— W GENERAL DECK NOTES Y Q t u) Ozo 12"DIA. (ROUND)x 24"THICK POURED TO GRADE FOOTING(TYPICAL), (2 t f) F- Q UNLESS NOTED OTHERWISE. SEE PLAN FOR LOCATION(S)#201-C(MOD.) e- lM Q 4 x 4 P.T. (HEM-FIR)COLUMN(TYPICAL),TREATED FORGROUND ._ REA ED CONTACT#207 � p i..c- All dimensions are approximate.In the event of a difference between the drawn and written dimensions,the written dimension shall prevail.Due to local differences in building codes and regulations,and specific site conditions,these drawings may need to be modified by the builder to comply with such local codes and regulations,or site conditions. 0) IMISSe C 0 ......... EXISTING RESIDENCE = co 10 i PROVIDE(2)BOLTS WITHIN LAST 6"OF HOUSE CORNER 0 ® o 2 &USE SIMPSON HANGER#HUC28-2 OR EQUIVALENT C) +„-o PROVIDE(2)BOLTS WITHIN LAST 6"EACH SIDE OF DJ &USE SIMPSON HANGER#LUS28-2 OR EQUIVALENT " '� _ PROVIDE(4)BOLTS WITHIN LAST 1'-0"OF BAND �— &USE SIMPSON HANGER#HUC48 OR EQUIVALENT,(TYP.) UN SIMPSON HANGER#HUC28-2 OR 0 EQUIVALENT _......... ATTACH JOIST TO HOUSE WALL illi 8 `'/ \ \ &FLASH AS REQUIRED PER HB LOCAL CODES(TYP.) GARAGE 88 8 DJ 4 4 I 4x8x8'-0"BAND 4A SHEET DESCRIPTION SIMPSON HANGER#HUC28-2 OR DB ` EQUIVALENT It , —Q div MIK 4 • \ \) �? SHEET: 5113 +/- OD 9 2 x 8 BLOCKING(TYP.) DN p 3 /� k r i • I.4x8x4'-0"BAND t / , "T It C --- - i 0 I 1 1 / _ V S i IILLL]]] t t t O PROVIDE(4)BOLTS WITHIN LAST 1'-0"OF HOUSE WALL STRINGER ATTACHMENT * ``,� 4 K Bo SCALE: 1/4" = 1'-0" CORNER&USE SIMPSON HANGER#HUC48 OR . I 3 1 5. EQUIVALENT,(TYP.) PER DETAIL#403-D(TYP.) PN ; DN\ 4 Prepared by •. 2 1 , � , O Archadeck Franchising Corporation (2)2 x 4 CLEAT TO FOOTING . i t 2924 Emerywood Parkway 1 FOR GRADE LANDING BAND ' CD Richmond,VA 23294 TO BEAR UPON 4 \ \ 4 x 8 x 4'-0"BAND Construction&Drafting Department 4 X 8 X 6'-0"BAND 54511+/- ©2017Archadeck Franchising Corporation All rights reserved.Unauthorized duplication is a violation of 4'-Orr \ \ all applicable laws. / SIMPSON STRAP#CS-22 OR EQUIVALENT,UNDER JOISTS OR BETWEEN DECKING&JOISTS s. 4 M \X Mo N It 8'-0" " z N f� Z / Z 0, W N LULLICOC6 GENERAL DECK NOTES w < m 0 2 x 8 P.T. (HEM-FIR)JOISTS @ 12"O.C. (TYP) i CO _0 Z 0 4 x 8 P.T.(HEM-FIR)SINGLE EDGE BAND(S)WHERE NOTED ON PLAN � M F Q (2)2 x 8 P.T.(HEM-FIR)BAND(S), SEE PLAN FOR LOCATION(S)#211, U.N.O. ON PLAN . 2 x 8 P.T.(HEM-FIR)HOUSE BAND w/JOIST HANGERS#202-B 0 2 x 6 P.T. (HEM-FIR)BRACING(TYPICAL), SEE PLAN FOR LOCATION(S)#3101#311 All dimensions are approximate.In the event of a difference between the drawn and written dimensions,the written dimension shall prevail.Due to local differences in building codes and regulations,and specific site conditions,these drawings may need to be modified by the builder to comply with such local codes and regulations,or site conditions. to 0) .1/L C 73•mss c EXISTING RESIDENCE �' I) j-V 0 o L1 MC ®__—__ p Ul Q.> am it II- a 0 pt� ct4- ,« GARAGE 48 SF SHEET DESCRIPTION I \ \I O SHEET: S 11311+/- I I - CO r tr - 4/4 DNO i i .. I . r ` r r r d O QQ r r r t I 1 I � i ® - 32 SF �t -t FP-1 9 SF I ' Bo SCALE: 1/4" = 1'-0" 1 /'DN . I5 DNI O 1 Prepared by: d O O Archadeck Franchising Corporation t 2924 Emerywood Parkway Suite 101 H . I Richmond,VA 23294 Construction&Drafting Department S45"+/— ©2017 Archadeck Franchising Corporation All rights reserved.Unauthorized duplication is a violation of XII. 4'-0" all applicable laws. / s. `�5p co sr`x corci- C7 a N 8'-0" cC\I - NI- ." 0) / / I` ZNH I Z 0) W N LIJ Lij CL 00 w Oi- � GENERAL DECK NOTES --I 0 a j: 5/4 x 6 TREX ENHANCE DECKING w/HIDDEN FASTENERS Y Q m (9 1 x 12 TREX TRIM @ PERIMETER#C-317-Cc:) CO 0 Z D 36"HIGH FORTRESS RAILING Fe26(INSTALLED PER 40 CO 17: MANUF. SPEC's.) ' L ct TREX ENHANCE STAIR#400 w/5/4 x 6 TREADS&1 x 8 RISERS T w/2 x 12 P.T. STRINGERS @ 9"O.C.PER MANUF.SPEC's. er _ L.' a 0 0 OF -0 i 7_0Q . 2 ,_ Al Cl cil. o .' _,mpp ,r /0 • , nc> O' -+ . illo ; $ ({ z \*,/\sc;P4; • -1 . n 5./ky.\ ‘<,/ /\ • o Tri s, 0 stn n� O �l\� l. i CIA Al 0 . ., , onoy>" y g. 4 -i,r41 \ \�\ \ P1ss. 4\/\ \G z� 11 1 9m \ \ \ Y 0 Ox �T \yV , ,, � O rn O C 6 U • 'g _ - - n r 61 II au . Op ,� Mch rn O �r , A;- + . -,, 11 „.____ i>. �.�, .t1 .��.`.r►. > to °, / -1) >*,..„ ..„.*4 11 z P. i .rr rre w -I • \ �� '��. ice. y ` —i 11 z -(13 -n o giiii411..': ' .. . ' . A . 0 . 4 • : -.. \ 4.• , 1 A :31'1\ 11(1:: 6" op ..* /''W‘ x8-I, 0 6% -G. , ?(?) Ki. \ ,%// >,.; ni a 11 ii ‘+ - frf \ ,/- U A y, in -Al I X W \//. z g tl m IT IVII _� A P. Ai $ i = tl rr i o O z )( A i+ a --i I1 z rn , ) 1 1 . . , . r ----- FLASHING 4 COUN 1;7. -FLASI-ZING- EXISTING WALL 4 SUSFLLOOR BEHIND EXISTING SIDING \....... COUNTER-FLASHING- OVERFLASI-ZING OVI R I-4OUSE AND m/ NO NAIL OR EXISTING RIM JOIST \y / SCRBJJ REN�Tr?ATIONNt. t�r"-.�NGM.._,�jU�:\,I`.., SLI 2 x 4 DECKING NAIL L ) ki tou CC w/ (3) 16d NAILS. =/4 x 6 DECKING /� E` I;4 MAX. Nit r}, 11 -44 2x5JOIST DCISTING SILL. PLATE .*- '' `: , -,; V SIM'-'SON LUS2S OR EQUIVALENT JOIST • ,, 't': A HANGER 2 x S 1-IOUSESAND EXISTING FOUNDATION • " ? y. • z . ' pr. FLASH-LING SEI4IND COUN I r:;�-�-L ASI-4ING :-IV; /r. 4 BETLI. 1 EXISTING RIM JOIST 4 NEW '1-END RIM JOIST PAST EDGE OF -10USE' AND 4 FACE 2 x 4 DECKING NAILER ! "'`- NAIL TO FIOUSE AND. BETWEEN JOISTS, (NOTCI-1 INSTALL SIMPSON A35 16" OC LAG SPACING AROUND LAG BOLTS AS FRAMING ANGLE OR w/ (3) NAILS w I6" OC REQ`DJ EQUIVALENT,7A 5/4 x 6 DECKING I•T •IF 0 O ° p / ' [ d I0 2 x S OUSEBAND & 0 .r73 `� I SIMPSON LUS2S OR INSTALL FIRST LAG EQUIVALENT JOIST BOLT WITHIN 12" OF C 3' 16d NAILS a 16" OC i CZ?. HANG-ER CONNECTION 140USi SAND EDGE. TO NOUSESAND QA .s -cTLOt.a - IJ { 4 ;r NOTE:DETAIL 1S BASV=ON TYPICAL ARCI.JADECK DEN LOADS,AND STANDARD APPLICATIONS.ADDITIONAL RENFORCE1ENT AND STRUCTURE MAY ESE REOUIFTW FOR NON-STANDARD LOAD-OR SITE CONDMONS. I V a � DETAIL NOUS�,dtND al/ JOIST N,4NG-�S rhk 2011,U.S. Structunss, Inc. SCALE: In a I REVISION DATE: 12/14/2010 'Y -. c� \`\'..'hsaO dream.,are Udanoed ant as a ds CO-:he cauinlC ion Of o tate ami*eiesents 3n building codes NG-aculaticro and...Jac eta conditions.Thome erasing*az. need to be ro tine 2 bu the builder to coarO alth much ideal vdm,neor-.4 Eton,and m88 eonottton.Cue to the generte nature of theme creetng eamialn item may not be Intenek_','os tee an a specific eroJeC.. (# - 1 - 403 A 03-5 I 2x4 BLOCK • OWN SPACED ' ' o C.C. (T"R.) 7\ , IN ii____ FRA! G ANGLE AMiNG- ANGLE '� 1 I 1/2"x4" � f til7 '1 141\ CARR/AGE 1'A n ! t2) 2x10 BEAM IBOLT (ri-F.)- ! i ` Ny 2x8 BLOCKD•'N `j4x4 POST - 411/4 !VDT FE a T AIR41/4 !VDT , CTYP.) — • 2xf2 STRI -ER o 24" O.C. 2x12 RINGER 0 24" O.C. STRINGER SEAM STRINGER ID SAY ' 403-C *403-D } "xE' MIN. LAG 2x4 BLOCK DOWN BOLT tui 2x12 BLCGK DO dN SPACED 24" O.C. `•f PANSiON EMBER FER T AIR (T r=•) 51-}I 5 CriP.) WIDT', (7-TP, rs- MIIIIIIIIIIIIMInmenrAm (2) 2x8 EDGE BAND I W. OR RIM JOIST (T'I'E',) ( F` _. -�. .. i--F--R'•• ING ANGLE �1t�.c O�� 1 - :,,,,..j. 1 0 CZ. ATT- ELJELt ,T i I 1 L`��imms :lit N��E- WaWi 11 \-* (2) 1/2"xS" •' �o' ,..„0,.° „lie f CARRIAGE I ! 1 BOLT (T"rR) 1 I � { 1 1 (2) 2x8 BLOCK DOWN MEMBER PER STAIR WIDT}; (717--.) 2x12 S GER 24” O.G. // 2x12 STRINGER RINGER o 24" C.G. ST— GER MASONRY ATTAC+41-1--N T STRINGER 6 DOUBLE SAND '-1 ® DETAIL *403 A - D TYr''- ICAC STRINGER ATTACHMENTS a rchadeck Qc 2014 U.S. Structures, Inc. SCALE: I" = I' 1 REVISION DATE: 5/30/2014 7 c 1 These canines a-e tnten'deci oniy as a cokensW for the coc:ton of a -tate Qene rtc elements 7n.xailetne cocas an ,reaulatIon arc soec;fic site condition,These&mm ines ray.need to oe odified ) the builder to osoketch e with ch local code,rewiatlons,and site conditions-Cue to the cenerfc nacre of these camfnoa certain iters met not be tntendea for use on a epec:flc pnojec_ �,///