Loading...
Plans (2) • . ALL CONSTRUCTION PLANS ARE PROVIDED AS IS.ARCHADECK FRANCHISING CORPORATION ® DISCLAIMS ALL OTHER WARRANTIES,EXPRESS OR IMPLIED.INCLUDING MERCHANTABILITY OR a rc h a d ec k Wood structural members that Ora FITNESS OF PURPOSE ARCHADECK FRANCHISING CORPORATION IS NOT LIABLE FOR ex posed to the weather to be INCIDENTAL,SPECIAL,CONSEQUENTIAL,OR INDIRECT DAMAGES OF ANY KIND INCLUDING P BUT NOT LIMITED TO,LOSS OF ANTICIPATED PROFITS,BUSINESS OPPORTUNITY OR OTHER FAH LAND, N C. Pressure Treated or decay resistant ECONOMIC LOSS ARISING OUT OF THE USE OF SERVICES OR ANY CONSTRUCTION PLANS er 317.1.3 RECEIVED FROM ARCHADECK FRANCHISING CORPORATION,EVEN IF ARCHADECK h FRANCHISING CORPORATION HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGE. IT IS THE BUILDERS RESPONSIBILITY TO ENSURE THE ACCURACY,COMPLIANCE WITH APPLICABLE STATUTE(S)OR REGULATIONS),AND FITNESS OF PURPOSE OF ANY PLANS OR d .b.a. Arch a d e c k of West Portland CONSTRUCTION INFORMATION RECEIVED FROM ARCHADECK FRANCHISING CORPORATION PRIOR SE THEREOF outdoor living SERVICES SORO THE DVICESINGC ARCHADECK FRANCHISING CORPORATION IS NOT ENGAGED IN RENDERING PROFESSIONAL SERVICES OR ADVICE.USE OF ANY CONSTRUCTION INFORMATION PROVIDED BY ARCHADECK FRANCHISING CORPORATION IS SUBJECT TO THE ADDITIONAL DISCLAIMERS AND CAVEATS THAT MAY APPEAR THROUGHOUT THE CONSTRUCTION PLANS,CONTRACTS AND OTHER DOCUMENTS PROVIDED TO THE BUILDER AND CUSTOMER. DESIGN LOAD CRIT RIA SYMBOL LEGEND FOOTING/FOUNDATION LOADS P.S.F. C7.I I, .S.F. SHERLOCK LIABILITY LIVE LOAD 40 II ; I- . : I •, 20 Thy City of Tigard and i s T.O.D.TAG DETAIL TAG 153-95672 DETAIL NUMBER DEAD LOAD 10 HO ��; ,, 10 employee 3 Shall not beSXX TOTALDESIGNLOAD 50 14219 SW 168TH AVE respvrlble ,or discrepanl I , DECK LOADS L/240 P.S.F. S 'I- I. :I 20 ELEVATION AT jDECK FRAMING) 4 II IL" • C .I 10 TIGARD, OR, 97224 Which) May 'appear herei-i POINT OF TAG SHEET FRAMING DESIGN LIVE LOAD 60 D12 0 Le.0 10 FRAMING DESIGN DEAD LOAD 10 r ABBREVIATIONS: STAIR TAG SECTION TAG s TOTAL FRAMING DESIGN LOA 70 I #B -BEAM GLU. -GLULAM r P.S.F. , I I, . II #BB -BAND BOARD H.D.G. -HOT DIPPED GALVANIZED #DN ( 3I • h SECTION CUT PLANE #C -RAIL CAP LENGTH HDR. HEADER y I I 40 AI •' D. L IAD #CB COLLAR BEAM INT. INTERIOR ILO E I \ 30 ` 1 #DB DOUBLE BAND 17 10 = - I.O • ' 'D` U°' P• • • #DJ -DOUBLE JOIST IN. INCH �— g�+—DIRECTION OF VIEW I LBS. -POUNDS 0 . #DR -DOUBLE RAFTER ( I 0) f P.S.F. I`� OA #F FENCE CAP LENGTH L.L. LIVE LOAD ACIDITY OF PERMIT 100 ! #G -GIRDER L.V.L. LAMINATED VENEER LUMBERki THE ISSUANCE OF A PERMIT E L A 10 DESIGN LO 1 #HB -HOUSE BAND LWR. LOWER ■ -4 x 4 DECK COLUMN BASED ON CONSTRUCTION TOTA DE N L AD 110 1 MANUF. -MANUFACTURER **ASSUMED OPEN FRAMED PERGOLA, #HBE -HOUSE BAND EXTENSION**ASSUMED SPA LOADING, NOT DESIGNED FOR SNOW LOADS** #KB -KING BEAM MAX -MAXIMUM . -4 x 6 DECK COLUMN DOCUMENTS AND OTHER VERIFYw!SPA MANUFACTURER** #QJ -QUAD JOIST MIN. -MINIMUM DATA SHALL NOT PREVENT #RB -RIDGE BEAM MOD. -MODIFIED -6 x 6 DECK COLUMN THE CODE OFFICIAL FROM NOTES: #RP - ROOF PLATE N.T.S. -NOT TO SCALE DESIGN CRITERIA: REQUIRING THE CORRECTION - THIS PROJECT HAS BEEN DESIGNED FOLLOWING THE REGULATIONS #TB -TRIPLE BAND O.C. -ON CENTER #TJ -TRIPLE JOIST OPT. -OPTIONAL OF ERRORS. ORSC 105.4 OF THE 2009 IRC(INTERNATIONAL RESIDENTIAL CODE). ALT. -ALTERNATE O.S.B. -ORIENTED STRAND BOARD - WORK TO MEET LOCAL,STATE AND APPLICABLE RULES ALUM. -ALUMINUM AND REGULATIONS. APPROX. -APPROXIMATE P.L. POINT LOAD ElRAIL POST X -X BRACING - IN-GRADE DESIGN VALUES BASED ON AF&PA. P.L.F. -POUNDS PER LINEAR FOOT- PROVIDE JOIST HANGERS @ ALL FLUSH FRAME CONDITIONS. BD. -BOARD P.S.F. -POUNDS PER SQUARE FOOT Z FENCE POST - PRESUMPTIVE SAFE SOIL BEARING CAPACITY IS 1500 PSF. B.O.B. -BOTTOM OF BEAM P.S.I. - POUNDS PER SQUARE INCH ® -ROOF POST! 0-PARTING BOARD LOCATION - FROST LINE 24". q -CENTER LINE P.S.L. -PARALLEL STRAND LUMBER PERGOLA POST AND CENTER LINE - CONNECTIONS TO EXISTING STRUCTURE FLASHED PER LOCAL CODE CJ -CEILING JOIST P.T. -PRESSURE TREATED LUMBER: C.M.U. -CONCRETE MASONRY UNIT P.T.T. -POUR TO TOP ® -STUD LOCATION - ALL FRAMING LUMBER TO BE#2(HEM-FIR)OR BETTER, CONC. -CONCRETE P.V.C. -POLY VINYL CHLORIDE CONT. -CONTINUOUS RBD. -RIDGE BOARD TREATED FOR EXTERIOR USE, PER LOCAL CODE U.N.O. DBL. DOUBLE READ. REQUIRED - ALL PSL ENGINEERED TYPE LUMBER TO BE TREATED FOR EXTERIOR USE: DIA. -DIAMETER R.O. - ROUGH OPENING FOR ANY QUESTIONS OR CONCERNS PLEASE CONTACT: P.S.L. STRESS CLASS(2.0E,2900Fb)P.S.I. DIM. -DIMENSION RSW - RIDGE SUPPORT WALL FAHLAND, INC. SQUARE FOOT/FEET 15880 SW Tualatin Street - ALL GLULAM ENGINEERED TYPE LUMBER TO BE TREATED FOR EXTERIOR USE: D.L. -DEAD LOAD S.F. - Approved plans GLULAM STRESS CLASS(1.9E,2600Fb)P.S.I. DN. -DOWN S.S. -STAINLESS STEEL Sherwood, OR. 97140 be on job s::y _. - L.V.L.STREESSSS CLAM . ALL LVLIR ENGINEERED TYPE LUMBER TO BE INTERIOR USE ONLY: DTL. -DETAIL SQ. -SQUARE PHONE: (503)-539-1460 Chall ELEC. -ELECTRICAL T&G -TONGUE&GROOVE CLASS(1.8E,2600Fb)P.S.I. ELEV. -ELEVATION (SEE T.O.D.) T.O.B. -TOP OF BEAM ENGINEER OF.RECORD CONCRETE: EQUIV. -EQUIVALENT T.O.C. -TOP OF CONCRETE • - MINIMUM 28 DAY COMPRESSIVE STRENGTH=2500 PSI. EXT. - EXTERIOR T.O.D. -TOP OF DECK (AS APPLICAB6} , OF TIGARD FIN. - FINISH TYP. -TYPICAL FLR. - FLOOR U.N.O. -UNLESS NOTED OTHERWISE REVIEWED F/ DEW COMPLIANCE SHEET INDEX FND. -FOUNDATION UPR. -UPPERNOTE THAT NOT ALL JOBS REQUIRE ALL SHEETS FT. -FOOT/FEET W/ -WITH Approved: [ F.V. -FOUNDATION VENT W/O -WITHOUT OTC: ( 1 ST -SITE FF-# -FLOOR FRAMING DRAWINGS PREPARED BY:ARCHADECK FRANCHISING CORPORATION Permit #: r(61.-2.OZL) — CQ ZZ- CONSTRUCTION&DRAFTING DEPARTMENT PL-# -PLAN FP-# -FLOOR PLAN = Address: I.lpSAti �' EV-# -ELEVATION CF-# -CEILING FRAMING 2924 EMERICHMOND,VOOD A2 294 SUITE 101 1�(`J,I FD-# -FOUNDATION/FOOTINGS RF-# -ROOF FRAMING ©2019 ARCHADECK FRANCHISING CORPORATION OFFICE COPY suite It: [NA/a-6 SD-# -SECTION/DETAIL UNAUTHORIZED DUPLICATION ISAVIOLATION OF ALL APPLICABLE LAWS By: - Date; 11 EXISTING RESIDENCE V -o DOOR THRESHOLD "0 L... i FLUSH TO DECK Q 0 h ._4, _ ` , \ O d 0 .0 i 0 "."P_ DN Imo s- 1 O EXISTING CONCRETE PATIO CO 0 6'-0" X 6'-0" 1'-0" I I L.1'-0„ a le." 16 b SHEET DESCRIPTION 01A * —I, SHEET: a SIMPSON COLUMN TO FOOTING -,'') 2/7 CONNECTOR#EPB44(HDG)OR S (VERIFY) EQUIVALENT,(TYP.) _\ / 10'-0" J. 14'-0" FD-1 / SCALE: 1/4" = 1'-0" 24'-0" / Prepared by: Archadeck Franchising Corporation 2924 Emerywood Parkway Suite 101 Richmond,VA 23294 Construction&Drafting Department ©2020 Archadeck Franchising Corporation All rights reserved.Unauthorized duplication is a violation of all applicable laws. U) COcr>� < cX I- W NY O � O � CV ce a cIII U) CC W Z I— GENERAL DECK NOTES 16" DIA. (ROUND)1WTHICK POURED TO GRADE FOOTING(TYPICAL), p UNLESS NOTED OTHERWISE.SEE PLAN FOR LOCATION(S)#201-B 4 x 4 P.T. (HEM-FIR)COLUMN (TYPICAL),TREATED FOR GROUND CONTACT#207 EXISTING RESIDENCE 0) C �e p W .00." . <�! < , DOOR HHREDEOLD 13 L t FLUSH TO DECK O 46 O ti / I \ 0 1 11 I / HB 1 14 0 NC 0 -I—, ON — 0 Co 8 8 7 7 8 8 2x8 BLOCKING ' DB (TYP.) SHEET DESCRIPTION 14_ t ill _ t SHEET: FRAMING TO BEAR F- O- ON CONCRETE PAD S (VERIFY) M /7 14'-0" FF-1 / 10'-0" / SCALE: 1/4" = 1'-0" 24'-0" / / Prepared by: Archadeck Franchising Corporation 2924 Emerywood Parkway Suite 101 Richmond,VA 23294 Construction&Drafting Department ©2020 Archadeck Franchising Corporation All rights reserved.Unauthorized duplication is a violation of all applicable laws. coIn Cq `i" QNX0 Y F=-- � LUN N - O -, CNI C4 • Ca10) Q m O Z 0 GENERAL DECK NOTES ,iol,n v • g O 2 x 8 P.T. (HEM-FIR)JOISTS @ 12"O.C. (TYP) (2)2 x 8 P.T.(HEM-FIR)BAND(S), SEE PLAN FOR LOCATION(S) CI 2 x 8 P.T. (HEM-FIR)HOUSE BAND w!JOIST HANGERS C • 0 CD W = SLEEPER @ HOUSE O ° (Z NOT ATTACHED O N 5/4 x 6 PARTING BOARD -LINE OF CONC. SLAB wii•iiii-�r=ems 0 IP°PLAN ,� SCALE:1/4"=1' I SHEET DESCRIPTION 1 2 x 8 JOIST SHEET: 2 x 8 NAILER 4/7 NOTE: -SEE FRAMING PLAN FOR ACTUAL SIZES&SPECIFICATIONS -GROUND CONTACT TREATED LUMBER @ ALL CONCRETE CONTACT -VERIFY DECKING VENTILATION REQUIREMENTS PER DETAIL#212-B FF-2 SCALE: AS NOTED Prepared by: i2Y i .\ �� Archadeck Franchising Corporation .. « L-1 V V 2924 Emerywood Parkway Suite 101 (� � �1� /////i Richmond,VA 23294 Constru ction uction$Drafting Department ©2020 Archadeck Franchising Corporator All rights reserved.Unauthorized duplication is a violation of all applicable laws. DECKING PER PLAN I 2 x 4(FLAT)SLEEPER lf) N LLl I /I I I I I I I I I I 1 N >� LC) 7 N F- N r CP, AWN III 11IIII I I I11 11 I I III-III I II-III I I I I i I I I III-III i I I-III I I i I I III-I 1 I 0 r/ ,_ I i-III-III-III-III-III-III-III-III-III-III-III III-III III III III III-III IIIIII-III o ° O ;,III,;,III,;,III III,;,III,;,III,;,III,;,III, ,III, ,III ,,II I, ,III, ,III, ,III, ,III, ,III, ,III, ,III;III, ,III;,III,;, Cis mw } SECTION = ooz0 scaaE:1"=1' � N � Q U I a DECK OVER SLAB w/ 2 x 4 (FLAT) SLEEPERS 2 PARTING BOARD w/ FULL 5/4 x 6 F" SCALE: VARIES 1"=1'-D" FLASHING&COUNTER-FLASHING ' EXISTING WALL&SUBFLOOR BEHIND EXISTING SIDING \/ C COUNTER-FLASHING OVER FLASHING +� - '� &OVER HOUSE BAND w/NO NAIL OR EXISTING RIM JOIST SCREW PENETRATION. W (w ID 2 x 4 DECKING NAILER L... 4—)3/8"HDG LAG SCREW wI HDG 0 5 WASHER OR SDWH TIMBER-HEX I 5/4 x 6 DECKING HDG SCREW(SHOWN)INTO TOP 0 + PLATE,STUDS OR HEADER �112"MAX. (-0 w/3"MINIMUM THREAD IpA t t t ' + QJPENETRATION i' ��2X8JOIST_! _ • II 0 SIMPSON#DTT1Z CONNECTOR w/ EXISTING SILL PLATE / (6)-SD#9 x 1 1/2"SCREWS(SHOWN) i OR(8)10d.x 1 1/2"NAILS SIMPSON#LUS28 SHEET DESCRIPTION OR EQUIVALENT A JOIST HANGER SHEET: EXISTING FOUNDATION 5 2 x 8 HOUSE BAND FLASHING BEHIND COUNTER-FLASHING &BETWEEN EXISTING RIM JOIST&NEW EXTEND RIM JOIST HOUSE BAND FF-3 PAST EDGE OF HOUSE 2 x 4 DECKING NAILER SCALE: AS NOTED BAND &FACENAIL BETWEEN JOISTS.(NOTCH HOUSE BAND.INSTALL 12"OC LAG SPACING AROUND LAG BOLTS AS SIMPSON#A35 Prepared by: REO'D.) Archadeck Franchising Corporation FRAMING ANGLE OR w/(3)NAILS @ 16"OC 2924 Emerywood Parkway Suite 101 EQUIVALENT. / } Richmond,VA 23294 5/4 x 6 DECKING Construction&Drafting Department ©2020 Archadeck Franchising Corporatior All rights reserved.Unauthorized duPlalllalon is a pplicable laws. n of ns 2 x 8 HOUSE BAND � I � O " 1��1lin VIMMItillilEit 1/2"x 4"MIN.LAG SIMPSON#LUS28 OR in BOLTS(STAGGERED) M INSTALL FIRST LAG EQUIVALENT JOIST BOLT WITHIN 12"OF @ 12"O.C.8R @=1 HANGER CONNECTIONco HOUSE BAND TO HOUSE BAND Q N X 21 EDGE. = N- WN 1RC 2015 HOLD DOWN TENSION TIE DEVICES SHALL BE V I— LL N PROVIDED IN NO LESS THAN FOUR LOCATIONS PER DECK, & OO -) rt EACH DEVICE SHALL HAVE AN ALLOWABLE STRESS ill OF 750Ibs. W U) CC m m NOTE:DETAIL IS BASED ON TYPICAL ARCHADECK DESIGN LOADS,AND STANDARD APPLICATIONS.ADDITIONAL REINFORCEMENT AND i I Q < Z 0 OR SITE CONDITIONS. V U, r a/ 0 HOUSE BAND wl JOIST HANGERS w/DECK TENSION TIE#DTT1Z kfr.ji SCALE:1"=1'-0" MENIMINIIIIIMIMMIMIMIIML EXISTING RESIDENCE V .- C Pa a) — DOOR THRESHOLD 113 1... FLUSH TO DECK I O o I h I \ 6 IC 0 4-1 1192 SF I 50 O SHEET DESCRIPTION r \ SHEET: r r M 6/7 (VERIFY) FP-1 i 4'-0" I SCALE: 1/4" = 1'-0"24-0' " Prepared by: Archadeck Franchising Corporation 2924 Emerywood Parkway Suite 101 Richmond,VA 23294 Construction&Drafting Department ©2020 Archadeck Franchising Corporation All rights reserved.Unauthorized duplication is a violation of all applicable laws. U, M (0 tQNXO r) Y I-- rn W CV Uc0Ce Li_ N 0 � ~_ ) 0_ M 0 m m GENERAL DECK NOTES u) ,_ 0 z O 5/4 x 6 TREX ENHANCE COMPOSITE DECKING w/HIDDEN FASTENERS F-.TT QUO 1 x 10 TREX COMPOSITE TRIM @ PERIMETER U ix 36"HIGH FORTRESS Fe26 IRON ALUMINUM RAIL KIT INSTALLED PER 0 MANUF. SPEC'S. CD W = ro i L 11 0 OO a. V) V a.. PER 0 0 PLAN FORTRESS Fe26 IRON ALUMINUM RAIL KIT FLASHING I COUNTER-FLASHING EXISTING WALL SUBFLOOR BEHIND EXISTING SIDING COUNTER-FLASHING OVER FLASHING 4 OVER HOUSE BAND w/NO NAIL OR EXISTING RIM JOIST SCREW PENETRATION. SHEET DESCRIPTION 2 x 4 DECKING NAILER 3/S" HDG LAG SCREW w/HDGAA SHEET: 5/4 x 6 DECKING WASHER OR SDWH TIMBER-HEX 5/4 X 6 DECKING HDG SCREW(SHOWN)INTO TOP PLATE,STUDS OR HEADER �/ 2" . "ttAX.�!I- �A��� w/3' MINIMUM THREAD PENETRATION IAI1" 7 JOISTS PER - ' SPECIFICATIONS 2 x a JOIST J �o 2 cFro44-1DGJ I A , 5/4 X 6 DECKING SIMPSON•DTTIZ CONNECTOR w/ � _' EXISTING SILL PLATE (6}SD0soR I/S2°I SCREWS(el-b w S �� SCALE: AS NOTED 2 X S BLOCK' - AROUND POST SIMPSON.LUS28 45(4 COLUMN OR EQUIVALENT \\ Prepared by: �11 FINISH GRADE JOIST HANGER ` ■ EXISTING FOUNDATION Archadeck Franchising Corporation 2924 Emarywood Parkway 1 �- `\ Suite 101 SIMPSON STRONG TIE 2 x S HOUSE BANp Richmond,VA 23294 a a POST BASE AB SERIES \\ _ .o 4 n FLASHING BEHIND COUNTER-FLASHING Construction&Drafting Deparlmenl III— I I—I " ,c ' . 4 I— 4 BETWEEN EXISTING RIM JOIST 4 NEWIll ®2020 Archadeck Franchising slug Corporator III—III-1 11 0° a °°o a _�-1111-111 HOUSE BAND All rights reserved.hieingUnauthorizedrpor :izw J I I�11I 4 • 4.0 • - L—I I L—I 11= duplication heonliis a violation ioaws n of _ _ n .�o. n _',_ _ POUTING TO DRADE 1—I 1—I 1--o°^, °°^. =1 =_I FOOTING TO DIAMETER DECKING —111=111-1 .o .`o'o . . _I I I111I I II 11 III NOTED ON PLAN ff I11=111-111- n . '_ — — PER SPEC. — I - — - III—III—III 411.1711 1 x 10 TRIMLO CO N N. LLJ O SEE PLANS L1) < CV X O I- 0) WN V OQ' ILN T W 0 } w = rnQZO 2 x 8 BAND (n OR JOIST 1 N� 1- O r 0 p DECK SECTION zj1 x 10 COMPOSITE TRIM SCALE:2"=1-0"] SCALE:3/4"=t'-0" RECEIVED Applicant states deck will be 3' away from side property line. It is applicant's responsibility to verify NOV 0 G 2020 all structures meet minimum setbacks. ,.... .,, 1 2 3 29 30 31 32 33 34 36 36 37 36, 39 40 41 42 45 48 50 51 52 53 54 A Ap rovec°0 y' Ian ing archadeck 6 F ate:. 2.0 c .r is. S , .. . . . outdoor living nitia E Nam * — -L F . . . addreu:i`fzlg�6!lkY P i H ST• I Zip Code: J . . . . . . . . . . . . . . . . . . . ; .. . Offer K . . . Sales Person: L . . . . . . . . . . . . . . . . . . . . Coronet A: M Dnvp.d: N0-' . . . . . . . . . . 0 CP Fb _ - Ad Notes: P p . •.. . . . . . . . . . . . . . . . . . . hl••„0 . ^ lt' R crt—CIS ` T Y4Xa4 LI tZ. V w K . . . . . Y z . . . . . . 4. . ', M l2 t lye Be CC °T1 DO EE R' cri_ l FF t$r ^n NN �. 1 R , . ®. Molder. u 'Z7 Customer: I KK 1 Custom Ekris 3?r. . �?fir{. . 1.., , INN he 1�1 to duplks ieti MM NW 1(01� P , s*.=het Sc*a I14 T-EY AUO kSIO SARE APHO.0 ATE q9 'RAMedect. T