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PLANS , hil t„m‘„--R.E.v.c...... -... Ms.Linda Clark — „sc. hE. Sa,,., - S wcset s A s ,C1.44,4%5 t .D .FROV , 3 Benmost Bur Ln. Lake George,NY 12845-4332 CAA,,RLmy 4..k . %o,y Z.,\4, Ra Te oB e,-z z . % b.L. e.4-sav,n -1::vEx-c. st*---reva O remm� 27,‘91 , P.,,,,e. �,„,,c 11.4- ,4K.totS of` vs lei P►.c s.214. pERI~LAIT PLOT PLAN ,lob ' ---cr I HAVE PERSONALLY MEASURED THE DISTANCE FROM THE PROPERTY LINES TO THE PR POD STRUCTURE'-)OR SIGN(S) Ej j4er) ir' .4. ADA )2,0 tle , .c31.6 .pd- SIGN TURF DATE r or of I `co 4- ati'' h1 $$-13-cam -41_* '` v We-\\ 1 i ,� IN-A- �, =- ,' 1g ILE COPY , „ 14 ' _ f gyp; v-00.......4 (-4 0- 1:3 i ..._a I ' •Q si - ( vt. 1 / i \ \ 11:).1 s 1 --/›...„-,f-e- 1 -4:,4 A i -cr.``'. i t 3 ., % t .r r s t _�� �. "` I a. 00 \ \ i _ _ ` Ili i ..--rbi,....t,„„....!,...;411- kt4td...... ---- -------......... ,.... . \\\4\ / .7<t'Sg) .cFP.4 ,c. ....)9:4:3 A ,o i aI 7 k/ / /43 t._.w.+.ms ',Ay ---?R.v..,.ao @..IE,LL E- • t 1 pt J + --- s a „► _ I hereby certify that this sap vas prepared Iron ° .---- an actual field survey. This certification r V �‘ shall rue only to the persons for when the 1 �-C t / 4 survey vas prepared and to the lending 5 / / institution listed hereon, and to the assignees 6 ` .,o � of the lendinginstitution. Certifications are \11- ` /e, not transferable to additional institutions or / subsequent owners. \ , / Certified To: 1. Linda Clark'Whiny 2. Glens Falls National Bank h Trust Coapany, its successors 1 .�vv&- and 4assigns xo �'`'‘ c� Certified By: - ,,,,,f_4„....„, A ,,iae Chaim, lic. No. 48938 1.11 Dale: October 4, 1989 -Cr:r17 1 .4'• .., of N . OF LANDS SURVEYED FOR ' ' vio - ' • • Linda Clark it# ,a r, �' . of u CO- Qt.#EENSBURY 1- WARREN COUNTY * NEW YORK �o�� f ND a r�i; `_;t_:44t.E: I" = 30' OCTOBER 4. 1989 SURVEY AND MAP BY WAYNE R. RAYMOND - LICENSED LAND SURVEYOR G LE:t-4S FALLS & WEVERTOWN, NEW YORK ; i i , 1 ri---1 ' I / L T ' -Li 1 , i 1 1 I - i' —I . --- - 171\ . •/I. __ ,_• . •- 1 --t - !---. . -,- -! ---i t- T - 1- I -, -; i--1----- - - -1--Ti 4-- I- 4 i ! 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FILE COPY __, __,:_;4:;.:::::: 1. it ..4/ . 4.i. ,, _t 4 --7,-...!'„ille s„ ' ''''";;:.:414,--0'..S'Atr„,".1--;,:.„_:::-V4-,_--"'-',.,,-, t �, �`. fii.,„— ''----ht,-*U4*,,,,,,,,v—:‘,..--,-:!-,,,4 it z. a s , yt ,: it,. �g g r 3F' -- d T ti� a ram` 1 „ :2 _, ay 1 / ---- . -me-- 1, t4 41sLF-T- 1 1 (1; ' LIBRARY _ 1. ...... rd. 7 \\I _ail ,:.•, al t T z ti z-..) --,.... \\.... , ....... ---\\. , --11- . . . c.rt i I 1--1- LIVING 1 i PORCH ,- UP F4-RC r L--Aef i 1 _, . f 1 --kii I --4,-- ti I i I I i 1 !1 I 5—0li eami ..., 3,...3f. i IV , li .16-1 rot-4-a---474 1-4* I __ _ 11, FOYER 3- --c.on - 1:1, v ' t c.0 1..........,....—.....______ 1 t If A 4\--2.,8:-- , 1 t f-- A ---) --- -ile-1 < 10 s* —1 re— 12' 6" Haz — I 8 -0"- iEtrify„...4.)c-e.-- -4C 1---).0-c-c_,..., i ft 2 3 6 3 21 0" - N T i • ----1 ‘,,N \ . -.. -, i --, -, \ 12 \ -,,,,,,_, i -7 --, \I\ --. ,1 I ',.,. I \ 0 i . I 14,1111011111 . . /t i i \ . n 12 R 38 i I I N I -LILA 1.1"'IC N 1 I II, 1 — 1 i I I . . go0 1 4-4.' T & G SUB FL: - ;:' , 1 I i i ..\ -I T Li \ , \ 1 _ 1 , F tiXISITCg i6 FLOOR G.C. METAL 1 ; I BRIDGING I ; 1 ; ; , ...... 11 am I -(3) 2 1 GIRDER _Ena M_I i • • . LALLY COLUMN ----- 1 ; :..ar_______,---- CONC. 4 1111 , 1 , . : \---- 411 CONC. 3 .A9 I \-,....._ ........./ \ f•, ';' Vi,Zikg.3 i• . : . ... i• •, * .i. . ' SECMON riti0e; pr:31.4. attachment shall°not be accomplished by the use of ir• 1,00t16(ON MOUND) -toenails or nails subject to withdrawal.Where positive conpec, .... 1- tion to the primary building structure cannot be verified during . R, fii591, C:-eueral; Concrete slab-op-ground floors shall be , • • - .. • :.--• • • • . :. .., -.•••• , - -• ..i•- d , i ,with • • inspection decks shall'be seotig. o cecKs h wit can- i . . desigoed. and constructed in accoroance ., the provisions .. .. • •; h supporting vr,- • •• • . • — •—• :• - - ..,, .- • . !•:' of this section or AO 532, Floors shall be a minimum 311, tilevered gaming members connections to exterior walls other framing members shall be designed, and constructed to f.. inches (89 min) thick (for expansive soils, see Section :t.• resist uplift resulting from the full live load specified in Table ...i., R403.1.8). The specified compressive strength of concrete ::..„. , •- .• • • • • .• ; •; i • • .N...mil. acting on the cantilevered poition of toe ciecic. :k• shall be aS set forth in Section R402.2. '.f..r. . Ric Preparatioup The area. Within the foundation Deck ledger 1159792°"'ic "gier"m1-14"11°4 It°:43nd j°11W° tl: .onnections t.O'ban' d.joist.S,.shall be in acciord.,ance with this. ee,. cf3) 1.•":. : • . walls shall have all vegetation, top soil and foreign material c , • tion, .tables R507:2 apo R507,2.1, and Figures ri,507.2,1(1) r irs ' • emoved. i,‘-• and A507.2.1(2).for other grades,species,cori:nection details 1-,106692,A Intl,Fill l material shall be free of vegetation and and loading conditions, deck ledger connections shall be J',. • .''. • - , • •• • . — ' , -,;k,• foreign Anatol:P.1,The fill shall pe compacted to ensure tini- designed in accordance with Section R301. , .f''''..' ' figfr.l.support of the slab, and except where opproved, the . R001,2,1 Lprager details,Pecic ledgers installed in accop, t....... _,.. fill dTi..b5 §hall t/Qt;eNeeed.24 itiche§ (61Q X.RT.n.)for clean .;:;.•'.:•. sand.or gravel a1.1.d.8 inche.§. (203. mm)for earth, [ R$06.12 OW,A 4-insetA-tbiols 002 tAttt.)base course cop- dance with SectionR507-2 shall be a AllininAtin 2-inch I.PY - 1 ..:, treated southern pine,.incised pressure,preservatiye-qeated inc (51 VATIA by 2W rum)nOt.nir.1.41,pEeWlreipmervatlye, sistirig of clean graded sand, gravel, crushed stone, Hern-fir,or approved,Ramp*durable,No 2 grade or bet, .... crushed concrete or crushed blast-furnace slag passing a 2, ter llt.Inbet:.Deck ledgers installed in accordance with Sec- ,.. inch (51 inn)) sieve shajj be placed or the prepared sAb, tion. R.507,2 §.1141 not wppcgt concentrated loac-4. RPM. grade where the slab A§below,grgag, beams or giTder§- Deck ledgers shall AKA be sliPlx.Ttect on 1.". .. stone or masonry veneer. .1 :1.••••••... . F44C1-tptioR; A base course is not ;e9.1tifed: where the concrete slab is installed on well-drained or sand grave' li$G7a.2 0.4pici jast dagails,Band joists attached by a led, :- 4-:...... mixture soils ela§§ifigd. as Qr91-11? X according 0 the ger In accordance with Section F.507.2 shall be a minimum :1A....':''• =,.......• ..', United SoJ. ClaWficAtiCk.n. System in accordance with --i.:neli-P,Cominal.(51 TkitTA) §0lid-savyn,spruce pine-fir morn :•::i'ki.'''• Table R405.1. 'bel:or a minimum 1-inch by 992-4rAct(25 WM'120 mm) :—. dimensional,Douglas fir,laminated.veneer lurriber. Band ••••::',:,:. . g$064;•3 Vopor rP.tardm A 6-W. (0.006 WO; 152 urn): • joists attached by a ledger in. accordance with Section f; ..:,..",•::. • polyethylene or opprovg4 vapor retarder with joints lapped • •not les than 6 inches (152 parn) shall be placed between R507.2 shall be fully supported by a wall or sill Oa:WN:low, ,,....:.:•::• s ::f':., .. • the concrete floor slab and,the base course or the prepared R.001,Z.3 Ledger to*barlid.joist NPOPP.17 4.eta4P,*Fasten- :—. • •.:'. ,:::: : ,:, subgracle where no base course exists. ers used in deck ledger connections in accordance with .-::,... .::. . The vapor retard.er is not required for the Table R50-7,2 shall be hot-dipped galvanized or stainless 1 steel and shall be installed in accordance with table ,....-. ,: following:_ R507„2.1 and figures R507.2.1(1)and R5Q7.2.1(2). .,:‘,..: ... I. Garage§?utility bP.ildkig§ and.other unheated occe.F.-- It.$07,2,4 Deck later:0104d coRue.gliou,The lateral load connection required by Section..R5Q-7.1 shall be permitted :- . • • •,:::::.: 2. For unheated storage rooms haying an, area,of less to be in accordance with Figtge. A507.23(1) 91:- than 70 square feet.(.6.5 m2)and carports, 1007.2,5(2).Where til8 lateral load connection is provided ,,:-,. • ,::.:::: • in accordance with figure R507.2,3(1),hold-down tension 3. Driveways, was, patios and other flatwork not ,,. ... . likely to be enclosed.and heated at a later date. devices shall be installed Milo(less than two locations per ..,.. . d.eck, within 24.inches of each end of the deck, Bach I . . 4. Where approyed, by the&Win official., based OR device shall have all allowable stress ddgf.},capacity of local site conditions. not less than 1,500 pounds (6672 N).. Where the lateral .. .": R 6' Retiorvelueni support Where provided n. load connections are provided in accordance with Fig-Lire '.,:i•:,i's '42.4 k i R507.2.3(2), the hold-clown tension. devices shall be •„.:: slabs-onrground, reinforcement shall be supported to installed in not less than four locations per deck,and each remain in place from.the center to upper one-third of the slab for the duration of the concrete placement device shall have an, allowable stress design capacity of . not less than 750 pounds(3336 N). 31 R5073 Plastic composite deck boards, stair treads, '':, SECTION R507 guards, or handrftils. Plastic composite exterior deck i ..,.'. 1 EXTERIOR DECKS boards, stair treads, guards and handrails shall comply with 1 R507...1 Decks.. Woctd,fiamed.decks shall be in accordance ,•-, the requirements of ASTlyi D 7032 and the requirements of . - •;•.:•,:, with.this section or Section.R301 for materials and conditions Section 5073. • ., not prescribed.herein. Where supported.by attachment to an. R507.3.1 Labeling. Plastic composite deck boards and exterior wall,decks shall be positively anchored to the pri-- stair treads,or their packaging,.shall bear a label that indi, l• .:••,.:*:' ,:.:: Mary structure. and. designed for both vertical and lateral cates compliance to &WM D 7032 and h....chides the :. .f. .,,,.. ,.. loads, allowable load and maximum allowable span determined. sg: .. . :.; '''•--. 2016111/47ERWilialM RESIDEMAL CODE° 1:0 : ,•'',:.':•:• .5.,...„. ., • r o f:-.ss./ov-eta • g507 4. Dec dng.Maximum allowable spacing for joists sup- R507.5.1 aterar es'k;cain; a� suppeE:no Joist ends and porting decking shall be in accordance with Table R507.4. bearing locations shall be provided with lateral restraint to Wood decking shall be attached to each supporting member prevent rotation. Where lateral restraint is provided by with not less than (2) 8d threaded nails or (2) No. 8 wood joist hangers or blocking between joists, their depth shall screws. equal not less than 60 percent of the joist depth.Where last- ,t. R50y.5 Deck.joiste.Maximum allowable spans for wood deck era( restraint is provided by rim joists, they shall be oists,as shown in Figure R507.5,shall be in accordance with secured to the end of each joist with not less than (3) lvd ; Table R507.5.Deck joists shall be permitted to cantilever not (3-inch Y O.128-inch) nails or (3) I�Io. 10: x 3-inch (76 l' greater than one-fourth of the actual,adjacent joist span. min)long wood screws. Fr TABLE l507.4 4 AnfAXI/1t1PLI1 JOIST SPACING fi MAXIMUM ON-CENTER join e Si3ACING MATERIAL ERIAi_PIPE AND NOMINAL SIZE Perpendicular to joist Diagonal to joist' 11/4 inch-thick wood 16 inches 12 inches 2-inch-thick wood 24 inches 16 inches Plastic composite In accordance with Section R507.3 in accordance with Section R507.3 For SI: 1 inch=25.4 mm,1 foot=304.8 mm,1 degree=0.01745 rad. a. Maximum angle of 45 degrees from perpendicular for wood deck boards i SABLE ii60.6 DECK JOIST SPANS POfl COMMON LI-IMBE1,SPECK (ii.e hi.) f, SPACING OF DECK JOISTS WITH NO CANTILEVER' SPACING OF DECK JOISTS WITH CANT1LIZVElific j SPECIES' SIZE (inches) (inches) 412 16 24 12 16 24 a.' 2 x 6 9-11 9-0 7-7 6-8 6-8 6-8 kr . 2 x 8 13-1 1.1-10 9-8 10-1 10-1 9-8 ' t Southern pine _ 2 x 10 16-2 14-0 11-5 14-6 14-0 11-5 µ F 2 x 12 18-0 - 16-6 13-6 18-0 16-6 13-6 1, 1 2 x 6 9-6 8-8 7-2 6-3 6-3 6-3 f Douglas fir-larchd, 2 x 8 12-6 11-1. 9-1 9-5 9-5 9-1. [ hem-firs I. spruce-pine-firs 2 x 10 15-8 13-7 11-1 13-7 13-7 11-1 F 2 x 12 18-0 15-9 12-10 18-0 15-9 12-10 Redwood, 2 x 6 8-10 8-0 7-0 5-7 5-7 5-7 western cedars, 2 x 8 11-8 10-7 8-8 8-6,.., 8-6 8-6 ponderosa e P pine', 2 x 10 14-11 13-0 10-7 12-3 12-3 10-7 red pine' - 2 x 12 17-5 .15-1 12-4 16-5 15-1 12-4 1 For SI: 1 inch=25.4 mm, 1 foot=304.8 mm,1 pound per square foot=0.0479 kPa,1 pound=0.454 kg. i a. No.2 grade with wet service factor. 1. b.Ground snow load,live load=40 psf,dead load=10 psf,L/A=360. c. Ground snow load,live load=40 psf,dead load=10 psf,L/A=360 at main span,L/A=180 at cantilever with a 220-pound point load applied to end. d. Includes incising factor. 1 e. Northern species with no incising factor f'4 f. Cantilevered spans not exceeding the nominal depth of the joist are permitted. i 1 BUILDING WALL !-= BUILDING WALL—Y.,, -=it==JC==71-`-l-----ll—Ir—lr—ir—tr—ir—ir----il----ir---ir-1 r— —Ir—Irir—A—r it-11—i Ir—Ir1r1r1r— `r I I ;—RIM JOIST JOIST HANGER F^,- BEAM / JOIST HANGER JOIST HANGER—"*- BEAM—.- , , JOIST LEDGER BOARD JOIST LEDGER BOARD ' f r POST-:,.- -=�POST BEYOND i., i OPTIONAL JOIST SPAN JOIST SPAN i1 CANTILEVER K - JOISTS WITHDRO.PPED BEAM JOISTS V'ITK FLUSH BEAM 1. } I MIGUR t`507.5 I TYP,C\L 1 C1 JOIST BEAUS j i 15INTERNATIONAL RESIDENT/AL CODE® •=ate ii MOOS ril R5f17.6 Deck Beams. :Maximum allowable spans for wood R507.7 .Deck joist f%:Eaa deck, (kart heal trig. The ends of deck beams, as shown in .Figure R507.6, shall be in accor- each joist and beam shall have not less than 1.t/2 inches (38 adance with Table R507.6. Beam plies shall be fastened with mm) of bearing on wood or metal and not less than 3 inches two rows of 10d (3-inch x 0.128-inch) nails minimum at 16 (76 mm) on concrete or masonry for the entire width of the inches (406 mm) on center along each edge. Beams shall be beam. joist framing into the side of a ledger board or beam permitted to cantilever at each end up to one-fourth of the shall be supported by approved joist hangers. Joists bearing actual beam span.Splices of multispan beams shall be located on a beam shall be connected to the beam to resist lateral dis- at interior post locations. placement. TABLE: 507.6 DECK F:;E.AiIii SPAN .t NG ViSa'b i!t^iFi.j l! 0 DECK JOIST SPAN LESS THAN OR EQUAL TO: SPECIES` SIZEd (feet) 6 e S© 12 14 16 18 1 2—2 x 6 6-11 5-11 5-4 4-10 4-6 4-3 4-0 1 2—2 x 8 8-9 7-7 6-9 6-2 5-9 5-4 5-0 2 2 x 10 10-4 9-0 8-0 7-4 6-9 6-4 6-0 2—2 x 12 12-2 10-7 9-5 8-7 8-0 7-6 7-0 Southern pine _ 3—2 x 6 8-2 7-5 6-8 6-1 5-8 5-3 5-0 3—2 x 8 10-10 9-6 8-6 7-9 7-2 6-8 6-4 3—2 x 10 13-0 11-3 10-0 9-2 8-6 7-1.1 7-6 4 3—2 x 12 15-3 13-3 11-10 10-9 10-0 9-4 8-10 A Yi 3 x 6 or 2—2 x 6 5-5 4-8 4-2 3-10 3-6 3-1 2-9 g 3 x 8 or 2-2 x 8 6-10 5-11 5-4 4-10 4-6 4-1. 3-8 3 x 10 or 2—2 X 10 8-4 7-3 6-6 5-11 5-6 5-1 4-8 Douglas fir-larche, 3 x 12 or 2-2 x 12 9-8 8-5 7-6 6-10 6-4 5-11 5-7 hem-fire, 4 x 6 6-5 5-6 4-11 4-6 4-2 3-11 3-8 spruce-pine-fire, 4 x 8 8-5 7-3 6-6 5-11 5-6 5-2 4-10 rr redwood, _ western cedars, 4 x 10 9-11 8-7 7-8 7-0 6-6 6-1 5-8 ponderosa pine'', 4 x 12 11-5 9-11 8-10 8-1 7-6 7-0 6-7 • red pine'' 1 3—2 x 6 7-4 6-8 6-0 5-6 5-1 4-9 4-6 3—2 x 8 9-8 8-6 7-7 6-11 6-5 6-0 5-8 3—2 x 10 12-0 10-5 9-4 8-6 7-10 7-4 6-11 1. 3—2 x 12 13-11 12-1 10-9 9-10 9-1 8-6 8-1 For SI: 1 inch=25.4 mm,1 foot=304.8 mm,1 pound per square foot=0.0479 kPa,I pound=0.454 kg. a. Ground snow load,live load=40 psf,dead load=10 psf,L/A=360 at main span,L/A=180 at cantilever with a 220-pound point load applied at the end. b. Beams supporting deck joists from one side only. i' c. No.2 grade,wet service factor. d. Beam depth shall be greater than or equal to depth of joists with a flush beam condition. e. Includes incising factor. f. Northern species.Incising factor not included. p k JOISTS �y - 6 JOISTS I Ill V V K n L \ BEAM `—BEAM '---POST POST OPTIONAL BEAM SPAN OPTIONAL OPTIONAL BEAM SPAN OPTIONAL CANTILEVER CANTILEVER CANTILEVER CANTILEVER DROPPED BEAM FLUSH BEAM L ?YMCA),DECK BEAM SPANS 154 20151NT RNA3 OVAL REST ?~ 'TIAL CODE® 'r. ;� iQlo ' �" o a. ro Peck beans shall be •' 90.:4 :Dee.:Dee.k, post deck 'OJ w .Ea:Pcs s shall bear on attached to deck posts in accordance with Figure g507,7.1 footings in accordance with Section, l03 a:.d Figure i• or by other-ertu.ivalent:means capable to resist lateral tiffs- ,507.8,l. 'Posts shall be,restrained to o event lateral d•s- F , 'placement. Manufactured poS%to-beam connectors shall .placement at the bottom support. S•ucb lateral ;resttaint .. be sized for the post and beam sizes. All, bolts shall have shah be provided by manufactured connectors installed;in i , washers under the head,and nut.. -accordance with Section R507 and the manufacturers' instructions or a inimum post e;rribed eflt of 12 inches .k. ` • �a� tio>~o Where .:: • here deck beams beat directly on foot- . (305 rum)in stwounding soils or concrete piers.• rugs in accordance with Section.R507.8.1. '.,'. single-level l ,:� �8.�r7o� �ecl�. ����o for sin 3e- vel wood-framed decks e i' beamsize accordance with ab e R.507.6,deck post ��t�. vyitlD ;;..., �inTable � t y • 'size shall be in.accordance With Table R507,8. • t.'si..., T BL.0l5O7.B :`' PEcf(ADM'p M¢ACL+jltU!UE HEIGHT' ii 4 X 4 8' $:,'.• 4 X 6 8' • 6x6 14' .J ForSX:1 foot=.304.8 mta, r •••• a.iVieasufied to thg under9.(de of trio.be4.l.. i.' `.. 2W MINE • BEAM •• ! APPROVED P;: • - BEAM __JJ I POST CAP /1:.......:'.:.... ilaionwismir !IfLI .•l .01 .(2)W DIAMETER •`= THROUGH-BOLTS _, . SlinuMe®lPk WITH WASHBRS • 4 ! ."•;', • iii. t. DECK— DECK '.' • POST • NOTCH POST r:.r,. • 5'l'MIN. POST '.'J l ON POST po is 1.: • For SI:1 inch;25.4 mm.. l. FIQUAR 118tW.?.1 ,, . PAC POST i f • •` CONCRETE.; ;:. - A 'STEM �_. POSTTYPICAL DCK4\r____, -__Ay._ GRADE , 0:o. ��o itir u \f , OcdIIUIPICAL � kf : , ... . . Q-•ifi�% a' w :Q'.'o,. J'o FOO iNO ^n p : 1;4;.c Ja J. Fes, }� } A Vf11 }V P} 1. .. } , } • AGM i• '.8.1 i T 5 MA;rM,DWit POSTS Dom.POOTgleS f. . . , , FLOOR in accordance with .ASTM D 7032. Plastic or composite g507.3.3 Decay resastatce> Plastic composite deck handrails and guards,or their packaging,shall bear a label 'boards,stair treads,guards and handrails containing wood, that indicates compliance to ASTM D 7032 and includes cellulosic or other. 'biodegradable materials shall be decay the maximum allowable span determined in accordance :resistant in accordance with,ASTM 0 7032. with AST D 7032. fi R507.3.4 Termite resistance.Where required by Section R507.3.2 Flame spread index. Plastic composite deck 318, plastic composite deck boards, stair treads, guards boards, stair treads, guards, and handrails shall exhibit a and.handrails containing wood, cellulosic or otherr, biode- flame spread index not exceeding 200 when tested in accor- gradable materials shall be termite resistant in accordance dance with ASTM E 84 or UL 723 with the test specimen with ASTM D 7032. - remaining i.n place during the test. 507.3.5 Installation if plastic composites. ?lastic corn- ,, E cept;.iona Plastic composites determined to be non- posite deck boards,stair treads,guards and handrails shall ' combusfiible, be installed in accordance with this code and the manufac- turer's instructions. TABLE R507,2 DECK LEDGER CONNECTION TO BAND JOIST,b (Deck live load=40 pat deck dead load=10 pat,snow load<40 pat) JOIST SPAN CONNECTION DETAILS 6'and less 6'1"to 8' 8'1"to 10' 10'1"to 12' 12'1"to 14' 14'l"to 16' 16'1"to 18' On-center spacing of fasteners 1/2 inch diameter lag screw with 1/2-inch - 30 23 maximum sheathing`'d • 18 15 13 11 10 1/2-inch diamet •er bolt with'/2-inch maximum sheathings 36 36 34 29 24 21 • 19 1/,-inch diameter bolt with 1-inch maximum 36 36 29 24 21 18 16 sheathing' For SI: 1 inch=25.4 mm,1 foot=304.8 mm,1 pound per square foot=0.0479 kPa. a. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from contacting the house band joist. b. Snow load shall not be assumed to act concurrently with live load. • c. The tip of the lag screw shall fully extend beyond the inside face of the band joist. • d. Sheathing shall be wood structural panel or solid sawn lumber. e. Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard,lumber or foam sheathing.Llp to inch thickness of stacked washers • shall be permitted to substitute for up to'/2 inch of allowable sheathing thickness where combined with wood structural panel or lumber sheathing. TABLE R507.2,1 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS TOP EDGE BOTTOM EDGE ENDS ROW SPACING Ledgers 2 inches' 3/4 inch 2 inchesb is/s inches Band Joist' 3/4 inch. 2 inches 2 inches') is/g inches' For Sr: 1.inch=25.4 mm. a. Lag screws or bolts shall be staggered from the top to the bottom along the horizontal run of the deck ledger in accordance with Figure R507.2.1.(1.), b, 1Vlaximurn 5 inches. c. For engineered rim joists,the manufacturer's recommendations shall govern. d. The minimum distance from bottom row of lag screws or bolts to the top edge of the ledger shall be in accordance with.Figure R507.2.1.(l.). 150 2015 INTERNATIONAL RESIDENTIAL,GODE® f.. f FLOCRO i i. i s ;. Z STAGGER FASTENERS `s1 IN 2 ROWS Qp ©p 0p- - © �� �5.5"MIN.FOR 2 X 8* *DISTANCE SHALL BE PERMITTED TO 5"MA1:.:r A, r� I 6.5 MINN.FOR 2 X 10 BE REDUCED TO 4.5" IF LAG SCREWS ' `' 7.5" FOR 2):12 ARE USED OR BOLT SPACING!S li 0 0 0 —�— REDUCED TO THAT OF LAG SCREWS . 1 I TO ATTACH 2 X 8 LEDGERS TO 2 X 8 2"MIN. 3 /� L LEDGER BAND JOISTS. / LAG SCREW OR BOLT .3/4"MIN. For SI: I inch=25.4 mm. FIGURE URE='507.2.1(1) PL C€=MENT OF LAG SCFE.WS AND QOLT5 IN LEDGF,R3 SHEATHING NOTE: SIDING THIS DETAIL IS APPLICABLE FLASHING FOR WHERE FLOOR JOISTS ARE • PARALLEL TO DECK JOISTS. WATERTIGHTNESS DECKING — Vi, APPROVED JOIST HANGERS 2"MIN. N 2;;LEDGER WITH FASTENERS • IN ACCORDANCE WITH TABLE R507.2 C% HOLD-DOWN DEVICE MIN 750 LB.CAPACITY FLOOR JOISTS AT 4 LOCATIONS, EVENLY DISTRIBUTED RIBUTED ALONG DECK AND ONE WITHIN 24"OF EACH n END OF THE LEDGER.HOLD-DOWN DEVICES V ` SHALL FULLY ENGAGE DECK JOIST PER HOLD-DOWN MANUFACTURER. A FULLY THREADED s/a"DIAMETER LAG SCREW PREDRILLED WI MIN.3"PENETRATION TO CENTER OF TOP PLATE,STUDS, OR HEADER. For SI: I inch=25.4 mm. , s;IG URIE 9.507.2.1(2) ,t PLACEMENT OF LAG SCREWS AND Rours til E A , JOISTS S tL II is { I'. 20 i 5 INTERNATIONAL RESIDE N e 1AL COD ' 151 10 PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE POST REQUIREMENTS Figure 8B. Alternate Approved Post-to-Beam . All deck post sizes shall be 6x6(nominal)or larger, and Post Cap Attachment. the maximum height shall be in accordance with Table 4 Solid$,�,�,or and measured from grade or top of foundation, -i. -- � =_-::- -"z _ multi-ply beam whichever is highest,to the underside of the beam. :::: :::-: ,: -------;-- Under prescriptive limits of this document, 8x8 nominal - --7,,:_ ,'+ posts can be substituted anywhere in Table 4 but area; ±+ limited to a maximum height of 14'-0".Posts shall be i '4‘,'' centered on footings. Cut ends and notches of posts shall '�•��� • be field treated with an approved preservative(such as g ��'. i L.copper naphthenate) [R402.1.2]. The beam shall be a 1.1\ attached to thepost bynotchingas shown in Figure 8A �'���""'' o` +''li g post :0 • or by providing an approved post cap to connect the beam and post as shown in Figure 8B. All 3-ply beams shall be connected to the post by a post cap.All through- /„s bolts shall have washers under the bolt head and nut. `, Attachment of the beam to the side of the post without notching is prohibited(see Figure 9). Figure 9. Prohibited Post-to-Beam Attachment Condition. Provide diagonal bracing parallel to the beam at each corner post greater than 2'-0"in height as shown in Figure 10. Diagonal bracing is prohibited on center posts.Bracing shall be fastened to the post at one end and the beam at the other with '/2"diameter lag screws. I_, For non-ledger decks, (see Figure 21)diagonal bracing s '_I- maybe omitted at the beam and adjacent to the � Through-bolts, Note:Support of beams WI posts .. -_ 0. lag screws,or fasteners only is prohibited, house. P' nails. Bearing is required.See lipp Figure 8A. Figure 8A. Post-to-Beam Attachment Requirements. (2) "diameter single 3"or through=bolts nominal or double with washers 2"nominal beam a " 1 ass" i m must t s" Figure 10. Diagonal Bracing. bear fully on I -3,44* notched 6 ' 1 -----—-t—- ----- ----r— Na 1Nt\,, beam . I'Llill j 10 04 es 1 CO tD 2x4,typical (1 1!2"diameter-I lag screw with � es lag typical U) Typical Post At Splice t DIAGONAL BRACING PARALLEL TO BEAM Note:Diagonal Bracing is prohibited on center posts. American Wood Council