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Plans ALL CONSTRUCTION PLANS ARE PROVIDED AS IS. ARCHADECK FRANCHISING CORPORATION DISCLAIMS ALL OTHER WARRANTIES,EXPRESS OR IMPLIED,INCLUDING MERCHANTABILITY OR • FITNESS OF PURPOSE.ARCHADECK FRANCHISINGCORPORATION IS NOT LIABLE OR a rchadeck® INCIDENTAL,SPECIAL,CONSEQUENTIAL,OR INDIRECT DAMAGES OF ANY KIND,INCLUDING, BUT NOT LIMITED TO,LOSS OF ANTICIPATED PROFITS,BUSINESS OPPORTUNITY OR OTHER FAHLAND INC■ ECONOMIC LOSS ARISING OUT THEUSE OF SERVICES OR ANY CONSTRUCTION PLANS RECEIVED FROM ARCHADECK FRANCHISING ISING CORPORATION,EVEN IF ARCHADECK RECEIVED FRANCHISING S THE BUILD 'S RESPONSIBILITY TO AS BEEN ENSURE TVISEDOE ACCURACY,THEIOF SUCH LITY COMPLIANCE W THAGE. AUG8 APPLICABLE STATUTE(S)OR REGULATION(S),AND FITNESS OF PURPOSE OF ANY PLANS OR d.b■a■ A rc h a d e c k of West Portland G 2 2017 CONSTRUCTION INFORMATION RECEIVED FROM ARCHADECK FRANCHISING CORPORATION '�■�` .tcl /� ` ` PRIOR TO THE USE THEREOF. i jU ( ) r I I I ARCHADECK FRANCHISING CORPORATION IS NOT ENGAGED IN RENDERING PROFESSIONAL /// v ('+ s' SERVICES OR ADVICE.USE OF ANY CONSTRUCTION INFORMATION PROVIDED BY ARCHADECK BUILDING Y I^; DIVISION F h 3 7s l�fl�L� FRANCHISING CORPORATION IS SUBJECT TO THE ADDITIONAL DISCLAIMERS AND CAVEATS THAT BUILDING DIVISION PROV DEE TO THE BUILDER AND CONSTRUCTION PLANS,CONTRACTS AND OTHER DOCUMENTS DESIGN LOAD CRITERIA SCOTT & CHERYL TAYLOR SYMBOL LEGEND FOOTING/FOUNDATION LOADS P.S.F. CEILING P.S.F. LIVE LOAD 40 WITH STORAGE(L/240) 20 153-72477 T.O.D.TAG DETAIL TAG DEAD LOAD 10 WITHOUT STORAGE(L/240) 10 XX" DETAIL NUMBER --- TOTAL DESIGN LOAD 50 13989 SW H I LLSH I RE 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 97223 POINT OF TAG SHEET --- FRAMING DESIGN LIVE LOAD 60 DEAD LOAD 10 FRAMING DESIGN DEAD LOAD 10 ROOF LOADS(L/240) P.S.F. ABBREVIATIONS: STAIR TAG SECTION TAG TOTAL FRAMING DESIGN LOAD 70 rimummis FLOOR LOADS L1360NOW LOAD 20 A-E -ARTISTIC ENCLOSURES HDR. -HEADER DN ( ) P.S.F.P.S.F. DEAD LOAD 10 #B -BEAM INT. -INTERIOR (MAX STAIR RISE) �• SECTION CUT PLANE LIVE LOAD (LIVING) 40 #BB -BAND BOARD IN. -INCH LIVE LOAD(SLEEPING) 30 TOTAL DESIGN LOAD 30 #C -RAIL CAP LENGTH JST, -JOIST DEAD LOAD 10 PERGOLA LOADS (L/240) P.S.F. #DB -DOUBLE BAND KB. -KING BEAM L./ -.6 #DJ -DOUBLE JOIST LB. -POUNDS DIRECTION OF VIEW SPA LOADS (L/240) P.S.F. LIVE LOAD 10 #DR -DOUBLE RAFTER L.L. -LIVE LOAD LIVE LOAD 100 DEAD LOAD 5 #F -FENCE CAP LENGTH L.V.L. -LAMINATED VENEER LUMBER DEAD LOAD 10 TOTAL DESIGN LOAD 15 #HB -HOUSE BAND #HBE -HOUSE BAND EXTENSION MANUF. -MANUFACTURER TOTAL DESIGN LOAD 110 **ASSUMED OPEN FRAMED PERGOLA, #RB -RIDGE BEAM MAX. -MAXIMUM **ASSUMED SPA LOADING, NOT DESIGNED FOR SNOW LOADS** #RP -ROOF PLATE MIN. -MINIMUM VERIFY w/SPA MANUFACTURER** #TB -TRIPLE BAND N.T.S. -NOT TO SCALE NOTES: #TJ -TRIPLE JOIST O.C. -ON CENTER DESIGN CRITERIA: ALT. -ALTERNATE OPT. -OPTIONAL - THIS PROJECT HAS BEEN DESIGNED FOLLOWING THE REGULATIONS ALUMN. -ALUMINUM O.S.B. -ORIENTED STRAND BOARD OF THE 2009 IRC(INTERNATIONAL RESIDENTIAL CODE). APX. -APPROXIMATE P.L. -POINT LOAD - WORK TO MEET LOCAL,STATE AND APPLICABLE RULES BD. -BOARD P.L.F. -POUNDS PER LINEAR FOOT AND REGULATIONS. C/L -CENTER LINE P.S.F. -POUNDS PER SQUARE FOOT El -RAIL POST X -X BRACING - IN-GRADE DESIGN VALUES BASED ON AF&PA. CJ -CEILING JOIST P.S.I. -POUNDS PER SQUARE INCH - PROVIDE JOIST HANGERS @ ALL FLUSH FRAME CONDITIONS. CLG. -CEILING P.S.L. -PARALLEL STRAND LUMBER ❑ FENCE POST 0-PARTING BOD LOCATION A ARRINE - PRESUMPTIVE SAFE SOIL BEARING CAPACITY IS 2000 PSF. C.M.U. -CONCRETE MASONRY UNIT P.T. -PRESSURE TREATED ►� -ROOF POST/ AND CENTER - FROST LINE 18". CONC. -CONCRETE P.T.T. -POUR TO TOP PERGOLA POST - CONNECTIONS TO EXISTING STRUCTURE FLASHED PER LOCAL CODE CONT. -CONTINUOUS P.V.C. -POLY VINYL CHLORIDE . LUMBER: DBL. -DOUBLE RB. -RIDGE BEAM ® -STUD LOCATION , -EXTENTS - ALL FRAMING LUMBER TO BE#2(HEM-FIR)OR BETTER, DIA. -DIAMETER RBD. -RIDGE BOARD TREATED FOR EXTERIOR USE,PER LOCAL CODE U.N.O. DIM. -DIMENSION READ. -REQUIRED - ALL PSUGLULAM ENGINEERED TYPE LUMBER TO BE TREATED FOR EXTERIOR USE: D.L. -DEAD LOAD R.O. -ROUGH OPENING FOR ANY QUESTIONS OR CONCERNS PLEASE CONTACT: DN. -DOWN RSW -RIDGE SUPPORT WALL P.S.L.STRESS CLASS(2.0E,2900Fb)P.S.I. FAHLAND, INC. DTL. -DETAIL STRUCT. -STRUCTURAL 15880 SW Tualatin Street - ALL LVUMICROLLAM ENGINEERED TYPE LUMBER TO BE INTERIOR USE ONLY: ELEC. -ELECTRICAL S.F. -SQUARE FOOT/FEET 158 0 SW OR. 97140 L.V.L.STRESS CLASS(1.8E,2600Fb)P.S.I. ELEV. -ELEVATION (SEE T.O.D.) SQ. -SQUARE PHONE:She (503)-539-1460 OR. 97140 CONCRETE: EQ. -EQUAL T&G -TONGUE&GROOVE EXT. -EXTERIOR T.L. -TOTAL LOAD MINIMUM 28 DAY COMPRESSIVE STRENGTH=2500 PSI. FIN. -FINISH T.O.D. -TOP OF DECK ENGINEER OF RECORD y�Au T VAq� SHEET INDEX — FLR. -FLOOR TYP. -TYPICAL ,, O NOTE THAT NOT ALL JOBS REQUIRE ALL SHEETS FND. -FOUNDATION UNFIN. -UNFINISHED (AS APPLICABLE) w�i ` •`� FT. -FOOT/FEET U.N.O. -UNLESS NOTED OTHERWISE V fr.f. ,�A.C,�ST -SITE F.V. -FOUNDATION VENT W/ -WITH Citi /PL-# -PLAN GLU. -GLUELAM W/O -WITHOUTEV-# -ELEVATION ! '' II 1F FD-# -FOUNDATION/FOOTINGSIlk '‘->" ... ' DRAWINGS PREPARED BY:ARCHADECK FRANCHISING CORPORATION � �,�,; FF-# -FLOOR FRAMING CONSTRUCTION&DRAFTING DEPARTMENT 2924 EMERYWOOD PARKWAY,SUITE 101 YD ^1 f FP-# -FLOOR PLAN RICHMOND,VA 23294t*t .L:, r '' CF-# -CEILING FRAMING ©2017 ARCHADECK FRANCHISING CORPORATION •• RF-# -ROOF FRAMING UNAUTHORIZED DUPLICATION IS A VIOLATION OF ALL R .� ,2t,,a SD-# -SECTION/DETAIL APPLICABLE LAWS All dimensions are approximate.In the event of a difference between the drawn end written dimensions,the written dimension shall prevail.Due to local differences in building codes and regulations,end specific site conditions,these drawings may need to be modified by the builder to comply with such local codes and regulations,or site conditions. SHEET EV-1 ® 0) C N -- 0 ® ° - -- - - - Its ® t i 13 D 0 _,_ r E SHEET DESCRIPTION ELEVATION SCALE= 1/4" • — _ - -....' — IMO _ 1111 miff —.I�1 Prepared by: tI Archadeck Franchising Corporation saw +2 1' 2924 Emerywood Parkway _ (I >• ter u r r II rr n 11 11 a If u I u If w u Suite 101 —( Ililllll Richmond,VA 23294 • �I Il'11 11 1 Construction&Drafting Department lgsi in;, I r r 1 ©2017 Archadeck Franchising Corporation All rights reserved.Unauthorized duplication is a violation of all applicable laws. D CO c'tRV q I` 0 C ';"Iui :S PRp N-N = W 45,„_0,... 4 SZl9 IY J EtCV A _, W a_ .,- iEy0 < ac __.-- i\I -Li - t--i-ss--T-ozs - t < W CO Z 111 i OR! N / r U) < Z D V"'" in A FRONT ELEVATION JEWAL ;� SCALE:1/4"=1'-0" ... 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. SHEET EV-2 111-1111). - ' 0) ,.... C > C - S—. I flit 0 4-1 0 i ‘110 P CU &rim I 1 D I 0 -- , i , : , 1 1 SHEET DESCRIPTION ELEVATION IP- _J I ___T_Li__. , SCALE= 1/4" _L _ _I_ . L._ _I _ 1 . ._ - - i I I I L _I I I I I ! Prepared by: 1 Archadeck Franchising Corporation ...... .... 2924 Emerywood Parkway Suite 101 Richmond,VA 23294 - Ili- " Ilia I III ... ,...• ,- cl103111.11.. TO • I Construction&Drafting Department 1 ,2017 Archadeck Franchising Corporatio 4 1 All rights reserved.Unauthorized Iduplication is a violation of : ..,.mmI , 1 , ,012firl 4 all appficable laws. 11111.111111.11.....111111111= IIIIIII 11 1 1, 99 ....... 1 , , filililil.11111 ' " 1 I ball_I I . ., . 1 I I , , , t. LO fil—Illillir I ,,,,,,, •• s• • , • -E•ON ,v /'lf . •te V (:) CNI P: UJ RI I-.' 1- XcNiXt•- cq rim I,... UU w- I 11111Hlill14 -_ \ NIE\P. -;Y, , ,.,• ...,- , .. .. IN••• -+.• 0) 0 ' CO C\1 X —J X < Cli - .1.1= CL T- .. .. - ›- _,_ 13 j. W < XcitaZ Lo oo I__ of) re , 0 LEFT ELEVATION SCALE:1/4"=1'43" 0 RIGHT ELEVATION C.)SCALE:1/4"= _ 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. SHEET ------ FD-1 S�A �VRjA� . (\� 65:1° __.1i iii ft...... i i 'i. cis .11:13€'0 .— 7... 1. : ifr "4--(13C; C.- ,_.c,,,,,,---7:cnoi\./ ALl I'fNEVAl:DEM 31 -21> r IL g0 EXISTING RESIDENCE 18"FOOTINGS=9" HICKNES. v , � do� 0 N _ ft? -3::) Ci..) I I I I I I I \ --.14" 4Bi',14 `1= 7CT' y 0 l� I 11:::181`\ amu.. ill . s.o' ''''-'2 <,'-2/:''.-} � i I ' I O '` o I J SHEET DESCRIPTION O 0 \v ti I ' . 1 `— .- ' ' FOUNDATION E F=A. i r ?� 4;1*Z`i SCALE: 1/4 EXISTING STRUCTURE CAPABLE OF SUPPORTING i �, __IS' I IS „ .` NEW LOAD PER LOCAL CODE '\" t • f ' -- --r Q :•- ei2 _* _-,14" L�_ 2 1 I !,' '�� „8B !12DB Prepared by: I- 6 1...4/-i- Archadeck Franchising Corporation t, - \ •' 8DJ ` ! 8-0" �! 0„ p 2924E Suuyw 0d Parkway I I l � $'- / ;� Richmond,VA 23294 .__,...,161' Ib' 12', _._„ I 12" ,12" Construction&Drafting Department N t' •ei 9 �� - ®2017 Archadeck Franchising Corporation FLUSH w/ r i EXISTING a A- C.: M! e \ All rights reserved.Unauthorized 1 -J duplication is a violation of � PROVIDE SIMPSON#EPB66(HD ) s-I8"+/_ all applicable laws. POST TO FOOTING CONNECT R,TYP. i t` y12'-0' r 1 4r-Orr ( fiv�, \ 1 '-O" NEW DECK to / NEW DECK PO*H AREA / 'v 30"-O 1 / 0 N / �� i �;: .T l.i 5 • I~ W N E— � k' � ,� � c_s NQ' NX ! Li 4 �:e,c. --,'/l � 1-kr` ;�f-2)Cto �, Q N ai j „152* GENERAL DECK NOTES H cL m z 12 x 12"POURED TO TOP FOOTING(TYPICAL), r 00 Q Z D �) �1t/�� UNLESS NOTED OTHERWISE.SEE PLAN FOR LOCATIONto co (2)2 x 10 P.T.(HEM-FIR)BEAM(S),SEE PLAN FOR LOCATION co I- < cn(2)2 x 8 P.T.(HEM-FIR)BAND(S),SEE PLAN FOR LOCATION 0 6 x 6 P.T. (HEM-FIR)COLUMN(TYPICAL),TREATED FOR GROUND CONTACT 2 x 6 P.T.(HEM-FIR)BRACING(TYPICAL),SEE PLAN FOR LOCATION 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. SHEET FF-1 ........_,l _tl IL- tp R,~ 94' 11111e° ' & if7 i 0 C / W •••••111.1•11 CO if PROVIDE(1)SIMPSON SPA .1,...0#DTT2Z FOR EACH RAIL (2INSET 0 S DECK 100PSF w/ = a ° GREG ' L. L POST ! 4-09 %` % 0 0 o O REINFORCE HOUSEBAND wI(8) Oy ,�," v4 �' D. LYS_ ,.�' 1/2"BOLTS WITHIN LAST 2'-0"OF DBL LOADED COLUMNS ® V) PORCH ENDS EXISTING RESIDENCE RENEWAL:DR.,;;- v .iI 1yr D SHB C7� -- 1113: 20 II.17. -- f�7e =="'IT: =Cl'E :'VIE J l llt ii--.J r(;) 2x8 BLOCKING,TYP. SHEET DESCRIPTION O O FLOOR FRAMING CV - - CV 12 12 12 12 8D 8111 - SCALE= 1/4" EXISTING STRUCTURE CAPABLE OF SU0PORTING NEW LOAD PER LOCAL CODE DJ • DJC . le •h . = e i 2DB iJ —� 10 10 3DN i" Prepared by: 11 DN Archadeck Franchising Corporation ■ O 2924 Emerywood Parkway 8DJ 12TJ 12TJSuite 10 v-' Richmond,VA123294 4 4 Construction&Drafting Department N FL1151-I W/ j 02017 Archadeck Franchising Corporation \ \ EXISTING ■ • ■ y IN ` ` All riduplications a violation of ed.Unauthorized PROVIDE ADDITIONAL JOIST REQ'D 16DB �T5 +/- all applicable laws. SIMPSON FOR NEW ROOF LOADS #HUSC28-2 / 12'-0" 4'-O" / 1 6'-O" NEW DECK 8'-0" � 16-0" / 26'-0" / o N NEW DECK PORCH AREA N- LU M ; d' CeNXI%-• CV - 1` LVr' N = a) O -J = 0 v- F; f/) Q m D Mcr“.9Z -) GENERAL DECK NOTES In rn 2 x 8 P.T.(HEM-FIR)JOISTS @ 12"O.C.(TYP) 2 (2)2 x 8 P.T. (HEM-FIR)BAND(S),SEE PLAN FOR LOCATION 2 x 8 P.T.(HEM-FIR)HOUSE BAND w/JOIST HANGERS 411111111111/ 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 condfwns,these drawings may need to be modified by the builder to comply with such local codes and regulations,or site conditions. SHEET ' /� \' FP-1 V � ? CTUR _.II -III It— «l44 SAO 0) 94 ale , / r RAILING REQ'D PER la) MI IMMO= (13 •REGON / LOCAL CODE @ PROVIDE(1)EACH N f� - I " wo ?ao� UPPER DECK EDGE L #DTT2Z FOR EACH RAIL - POST �. 01'D.L \jr:.,-' f SKIRTING TO FILL 0 0 o g. POCKET ROOF BEA NTO IN VOID BETWEEN HOUSEWALL&P.o IDE \ RENEWAL:DEC.31.20 .i f STAIRS&SPA 4-0 INC SOLID BEARING P._�, EXISTING RESIDENCE - DECK tt I VERIFY NPRIOR O SPA - ---- -- - -• 1 1/4 ; 1 t ' `� CONSTRUCTION —' _ /` p - 80SF 013B /Pi\ ? ---- --- SHEET DESCRIPTION oSi �j�,, o -- - ' OFLOOR PLAN "�r i� . ---- ----- SCALE= 1/4,. \\\\*\ \\*\1 EXISTING STRUCTURE CAPABLE OF SIPtPORTING NEW LOAD PER LOCAL CODE ti /// �/� r r 3DN r.' - Prepared by: ' NS\ 11 DN Archadeck Franchising Corporation 160SF 2924 Emerywood Parkway -�-- I , ",' / -- suite 101 r , ,t/ �, Richmond,VA 23294 �r r 'ENO -, AA ' / ©2017 Archadeck FranchisDgpCorporati. \ FLUSI.1 W/ bk'i 1." ❑ l ,. 11 I L _ All rights reserved.Unauthorized EXISTING 15B 16DB duplication is a violation of all applicable laws. <te,0lZS"+1 12'-0" 4'-0" , / 16'-O" NEW DECK z to 8'-0" � j� 1 5'-0" z 26'-0" , o CN NEW DECK ( PORCH AREA W co f • `,-3 (2L N - N- Wr i - GENERAL DECK NOTES N I >u�/� 5/4 x 6 TIMBERTECH EARTHWOOD EVOLUTIONS TROPICAL DECKING wI ce ' J 0 c �� yi ,..�-� HIDDEN FASTENERS _-0 —1 D p- Oi f fes= 36"HIGH STANDARD CEDAR RAIL w/T.T. RAIL CAP Q 0 j- LD t "' DECKORATORS PICKETS SPACED PER CODE F— ,Q m TIMBERTECH STAIR w/5/4 x 6 TREADS&1 x 8 RISERS ch 0) 0 Z - \jvJ w/2 x 12 P.T.STRINGERS @ 12"O.C. tt) c0 1— Q M ix GENERAL PORCH NOTES 0 (2)1-3/4"x 11-7/8"LVL MICROLLAM ROOF BEAM(TYP.) 6 x 6 P.T.ROOF POST 1 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. SHEET � , �\ �' RF-1 ^� ' Y \ . pis .- - . V C' 'J 616 :hg: aZ3 \ sp Flop. ,. , -. / 4. s app f>3 1110 +-1 (2)2 x 10 COLLAR BEAM w/(6)1/2"HEX iy N PROVIDE CRICKET&FLASH PER LOCAL < ' 0 BOLTS OR LEDGERLOKS @ EACH SIDE rf CODE @ HOUSEWALL O ° t:L CONNECTION TO DOUBLE RAFTERS @ / 4--+ HOUSEWALL '�, pf'f OREGo V) 9DR �. - 9DR i : (-- SHEET DESCRIPTION o ((.4ROOF FRAMING / 12RB(VENTED) 4,4\ l I SCALE= 1/4" iiii ,, IPIIIV . Prepared by: Ardiadeck Franchising Corporation 0„� 2824 Emerywood Parkway a�.1 12 Suite 101 Richmond,VA 23294 4 x( Z r t t Construction&Drafting Department — __ __ J �_ ©2017 Archadeck Franchising Corporate. \s.) 9DR �� f1 f 9DR All rights reserved.Unauthorized duplication is a violation of all applicable laws. di' di' 15'-0" i, �, .1'-0" `-1'-0" to 15'-0" ce co 'r / ( , „ ELEVATION N- co • -/1'-011 �� - l �( 1 -0 common rafter N- Lii N X f f GENERAL PORCH NOTES p p a a' 4:12 GABLE ROOF w/SIDEWALL CONNECTION&ROOF TIE-IN _i _ W (2)1-3/4"x 11-1/4"LVL MICROLLAM RIDGE BEAM#2402-A w/VENTILATION Q X cp m Z 2 x 6 RAFTERS @ 16"O.C.(TYP.) H U) < n 1 x 8 CEDAR FASCIA/RAKE BOARD (4) C H -' Z CATHEDRAL CEILING w/ENCLOSED RAFTERS&1x6 T&G CEDAR CEILING FINISH tT I OPEN GABLE END FINISH(CROWS FOOT) M 8'-0"FROM T.O.D.TO TOP OF ROOF BEAM OR MATCH EXISTING SOFFIT(TYP.) 3/8"PLYWOOD ENCLOSED SOFFIT WI 2 x 4 LOOKOUTS&12"OVERHANG 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. SHEET SHINGLES w/15#FELT(19 in.WIDE)© / 5/4x6 RAIL CAP SD-1 EAVE w/ADDITIONAL LAYER 15#FELT 1/2"PLYWOOD SHEATHING (36 in.WIDE)OVERLAPPING SUCCESSIVE t SHEETS 19 in.OVER ENTIRE ROOF 2x4 TOP RAIL (\�/,t ;.:tom['/1 X� ` EOPRrp . 4x4 RAIL POST NGI ,SS, CD _ 5' O.C. MAX. �' 02 CD ICE&WATER SHIELD 12 l '-'°-- 2x6 RAFTERS @ 16"O.C.(TYP.) ;"• ilidC PER LOCAL CODE 4 I ,/ 0 °� 0 / 1/2" DECKORATOR PICKETS /�\ / 1x6 T&G CEDAR CEILING FINISH / (Iii) �l SPACED 4-1/2" O.C. INSET INTO J CO /— „ 2x4 TOP 4 BOTTOM RAIL 3/4" J 'R r' 'I DRIP EDGE (2)1-3/4 x 11-7/8"LVL MICROLLAM ROOF BEAM 36 "✓�tvg `�, 5.. O Y C.LW�^r,�' 4-, 1x8 CEDAR ----- to RENEWAL:DEC 31,2C__ FASCIA.------47-1— \1°N � _ ...-.----"----.-------------7 :, 2x4 BOTTOM RAIL 2x4 LOOKOUTt ` ° ° / P CU i �'#"'— ENCLOSED SOFFIT ° ° w/3/8"A/C PLYWOOD SIMPSON CORNER INSTALLATION J -- 4x4 RAIL POST ATTACHED w/ CONNECTOR#LCE4 3-1/2" (2) 1/2"x6" HEX BOLTS 1x2 TRIM � I t ' l t � ,�L_ 6x6 ROOF POST(TYP.) 96" I� 1 \' 1 SHEET DESCRIPTION BLOCKING REQ'D a EACHSECTION/DETAILSr RAILINGSECTIONSIDE OF RAIL POST 1SCALE=VARESVERIFY ALL CONNECTIONSGEDAR RAILING SYSTEM w/ PER LOCAL CODESTIMBERTECH RAILCAP (2) 1/2"X6" HEX Prepared by:r/.> 1Y36" BOLT (TYP.) Archadeck Frarnycwhising aray ton\ � � r2924E Sulte101ParaL° 2x4 BLOCKDOWNRichmond,V232p r �/ SPACED 24" O.C. Construction DraftigDpartment� X2017 Archadeck Franchising Corporation `� '1� (TYP.) Allrights reserved.Unauhorizedf J� duplication is a violation of ill �` (2) 2x8 EDGE BAND OR all applicable laws. \� 5!4x6 DECKING —��W�� RIM JOIST (TYP.) MEW 111111 NomWAI �EVA FRAMING ANGLE vas(3)2x8 JOIST . MIIIIIIIIIIIIIIIIIMM SAA& •!):. 1.0 ..,.,,,._- �` X CO (2)1/2"HEX BOLTS IN 0c\iN FINISH GRADE M� � r>1X1`6x6 COLUMNHl 1/2 xb `m _ CV .�� N — 1`,- W r lt (2) #EPB66(HDG)POST BASE BOLT (TYP,) Ce J N • t d •'� a� I QJ0 ¢ Oj D .'o D .�c (2) 2x8 BLOCKDOWN J a. .1.. iii °> d ° a MEMBER PER STAIR >' Cl- W z > 11 1( A A° 0 WIDTH (TYP.) Q > IY m Z titPOUR TO TOP FOOTING c0 ' 3 0 °�° TO DIAMETER NOTED I— CO < Z = O 4'o . ,6'A • ON PLAN M Ch C u- o °c . o ,' .'c 2x12 STRINGER • 12" O.G. 41 CO ~ Q M E2 `I STRINGER ATTACHMENT Am WALL SECTION Z� SCALE:3/4"=1'-0" WI SCALE:3/4"=1'-0" SEE PLANS 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. SHEET LAG BOLT DOUBLE END RAFTERS INTO � �a T� 1' MAX. 6'-6" MAX. i' MAX, c TING STUDS w/ MIN. 3/8" LAG BOLTS ' '� _ I I SPAN 1 I €' THROUGHOUT RAFTER LENGTH . ;,fit s k� S 111: RIDGE BEAM 4 I" II:�II�II�II�II®IIS RAFTERS PER SPECI Ilielir OGI j -EGON1 CD [vs z� �8' MAX. IDOUBLED RAFTE- O.IYVE�HOUSEWALL wJ MIN. 3/S SPAN I I I Mil I LAG BOLTS e t NQNA:DEC.31,2 1 t * _�� THROUGHOUT LEIS 1 o d. I (2) 2 x 8 MIN, COLLAR TIE w/ LAG BOLTS .N SPECIFIED PER PROJECT. STEP FLASHING ■! 1 liii!l� / _ AL . PER LOC Ii= = 2 CODES I � (2) 2 w/ LAG BSPG B £R PROJECTI .,......41101r.411:11111.1.111111111111111111111' '111111 ,.....111111111141 FRAMING ANGLE `� ,N p COLLAR BEAM (2) 2\x 8 lIND ..., 11/N11* . , RAP DOOR ACCESS SCALE:3/4"=�'-o^ , SHEET DESCRIPTION ` PANEL "3I5-A/B t '`� , SECTION/DETAILS SOLID BLOCKING j --._/ ��ABOVE BEAM ; ��♦ �� 11111„„„.„, SCALE=VARIES •'. , 1\ I -4 • � .� � 01,► R111 OOF PLATE PER SPEC. G �� , °/%10/7-4 x 4 POST BEARING �� Prepared by: (2) 2 x 10 BEAM ,'� AIII �\ ON LOWER JOIST / Archadeck Franchising Corporation `* ,` ','�� , . 2924 Emerywood Parkway ® ` `�'� �` Rich Suite vn�2329a ` �►�► .S, �� RAFTERS PER SPEC. • ♦/ �. � � wally OFFSET FROM CENTER X20 Construction Drafting aftin s'�DneCormpo Department SLANT `�' /`�,�`/ ' • •illr All rights reserved.Unauthor zed `• duplication is a violation of BRACING "311 �,�♦ ` `-\.'��i1Amivadie /' all applicable laws. a�i!�l EPDM MEMBRANE , x 6 COLUMN MIN. PER SLOPE Noilk / 7 I 111%71killriri \ BRACE AS REQ. Q N `� pCRICKET DETAILS N. W M • ` ;SCALE:3/4"=1,-0" N IL N X f (n N /Ifilr,..„.„„:„„,,, LOW PROFILE VENT 0 -i 0 Q O w/ SHINGLE PEAK 1" MIN. J -T- Q. r C) } W • PLYWOOD SHEATHING ENDS Q Ie m Z APPROX. 1" SHORT OF RIDGE Q / "i* Ch 0 (' z � /'i� M INSET SPA DETAILS RIDGE VENTILATION RAFTERS FLUSH p e SCALE:3/4"=1'-(0" w/ tOP OF RIDGE ' SCALE:3/4"=1'-0" RIDGE BEAM PER SPEC.