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Plans (12) / 'l S r2-0(S --- -e)co 2_ /332(0. 56‘) .„1-5cctsioki hi maimmumiammumnimim 11111111111111111111111111111111111111111111101 miumitiammomaim NUMMI , 111111 1111111111111111111111111ri Ural 14 MIMI MarU- 11111111111111111111111111111111111buir inplimai L. 1111_,..... I 11 '' 111 MIMI ainiq i MINIM . II' . li I ill n mu .....: a 1 ,, , , , , -, [1111! II 1 ill _IV! ' 11111111 iniurnew a a , 7 I A 11111111111MAllimill4111 1 EN nuinmess&L_ual ••••••••• "Ill • ' it ii II . '-' 1 , i IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIUIIIHIIIIIMI *MAI ' III 1.1. o I t"' I t r : it! 1 i 11.11.01111101.111.0011041721OF 0 i' - -- -.1: IlinfillailliallaillIMII . 1,09.0° Hum 111:11:11111111 1E1411 __ ...•immor IIII IIII ". -1. , ,• ,,,,, _, „ , , , , mminummumn . . • N— iir1 6°.' ' 111111 II 1 ! ,. 1 !!!!!!!!!ir I OM --_-.11., oQ '1116.6° imuummun — -,,,,-. • ofiumi , : ,.: i... fiiis . : ir. II 1 _ , .. . .,c. iw..5! , u.. ,4 .,...._ i ..0111.111.1001111 . 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I-C i ; p I I ---:--------_ lull 63 m __ _ _ _- -- == =_ 1 _-_-_-__-_-11-7:_-11-_-1--- 1 _ - � C� I:T:1LT.1----——1 [1 1) -N - I 11-'-1-1-1 I 1_-- - ------L -1_1-___-_-_-_:_----4-/------ii- - I 2 '---- 1'1- 1— I d l � ;ii 'u'■ r{ I- �I -1-11-- f i__ 1 rir-r--- ,---- r — - — — --;—, ---,-I-R-- ---r--g-,-� ,— — -j——�--- IT-i--f--I—�—i-I--I---"1—I ---- I__— I —7 i-- �— L I^=-= I — Ii 1- 12 eR::::17_1 _—:—.711.7_--r--- --- --- _k_r__ ___I___I___________r_i_=__:: _. , , , , wit .. ,, : , , .. ," Il -F _,_ _ - -� I "_ IT_ , i AI, �I _ 1 J.r. 1 E _ L l' - , WAD _ 15/'■3r ,� S 7vtSl- (>C�'Z, 1 3 ?� 5w ALs e_ slrJ1 Cv /14 Client: Page: SMELSER 1 of 4 Project #1 510 ledger attached with (2) simpson I li,,i 1 )1.4i ii , R 2 g 2015 i SDWS x 3" on 16"OC staggered into . rim joist or wall studs „ ir joist to beam connections: t'EjV �I , a 2x10 pt rim attached to ^»°1°171, 3-8d hot dipped galv toe SIMS each joist with 5 -3.5 11 nailed #10HDG nails U.B.Patois t 0.15' 0.220 s.997,210. 101,131. BEST DECKS INC I r foo of ledoer and band gag CCB#189187 °° ' I Logerfaste.ersyatk '‘,141., ,� rowspuntan may beotfsetupto3' '� rowspxiisg Post to beam to�g1�� � o .� o _. aithavr t attacMrterrt s a w , 1 connections: Simpson 1 t w minimtun from PC6 z-max Post caps �;from d i °dband fowl "of '° ` 1 �'° wood screws Double 2x6 PT Knee ° 2x6 infill 12' SDWS/SDWHScrew Spacing Detail I braces from post to beam 'I 111 1111, .1 .I 'Ir • , 111 1 e •t2, 2, tt _ Ik Ir 1 1 with (3)-SDWS 3"each end � i� 2x6 g 11) infill 2x6 braces w/ 2x6 btwn braces '` " 1, Post base connection it � ,, - � i,� �� nail w/10d @ 12 o/c „.., , 1',„,,,,,,,,..,,„, „i.,,,:„,,,..,,,.., ,,,..-,,. / Simpson tifi � � . �- � CBSQ86SDS2 � Y U _ mac^- ft c14--c-_-1 High strength concrete (2,500PSI min) • ledger connection lus 28 zmax hangers__. 4” above grade i 4x4 pt rail posts attached to 2x10 joists with DTT2Z and decking 2 - 1/2" HDG Carriage bolts with nuts and washers. bottom riser of stair jack notched 1 1/2" framing — Center of Post to post to not exceed 6' and attached to rim joist with positive connection beam OTT2 Machinist W eostdnll Post In*Rf11161o1st I Rim joist DM two jdat ac o Cs ° ' �' OM) landing v* Band prst DacktaWs Jeal , am F.._VI 1 " F ; i 112 amm6 two"' Blocking e,oda,q o oott atone— mae mtoleo, '7840.1 4x4 level concrete ,. -_ ,4 Simpson LSU26 landing ` ' Ran View edn➢A Elevation Detail hangers on 2x12 6' 0" amens arB it ROW ecotone lo joistienl24t 10d Mown nails t0.ter x3') notched stair • Deloll It fasten nodal together or*(12110d common rods 10le x 31 jacks 17I ' Client: SMELSER Page: 2 o f 4 Project #1510 i r .. „. DTT1Z (2) 6x6 posts (no knee braces) Q continuous ledger ;/ Ltf?,�.`�� 11' 6" I 18x18x18 footings I BEST DECKS INC CCB#189187 13' 6" DTT1Z 3' I 1_11,I i -!1 I 13' " Hill 1 /1 3' I , . 44.x' " 11e' 71144p9.0° Mir iii e„ ..q , ---...-; 63.19�. ' II 8 _ _NI _,... .,.... 1111111111.,, , I�:� , ���it t ' . I'll•P. 1111/ Stairs 16x16x18 2' 10” -lit 21' 6" 20x20x18 Stair jacks: 2x12 PT Notched , 12"OC footings 12' 6" 12'9 8' >k 8' 42'9p'+ footings 20x20x18 Footings Main Decks Landing Rail System Ledger: 2x10 PT, siding removed with Cont flashing with drip edge Joists: 2x10 PT, 16"0C 36" TimberTech Radiance -with square picket infill Joists: 2x10 PT, 16"0C Beams: 4x8 PT 4x4 PT rail posts mounted in frame Beams: 6x10 PT with 18"cantilever on outside posts for 6x6 knee braces Posts: 4x4 PT w/2x6 pt x bracing each direction - block center(3) SDWS x3" at each end of 2x6 brace Posts: 6x8 PT with max span of 8' w/knee braces per elevation Decking Footings: 16x16x18 in ground high strength concrete Footings: 20x20x18 in ground high strength concrete elevated 4" above elevated 4" above grade finish grade (2,500 min psi) TimberTech Earthwoods Evolutions decking Rim: 2x10 PT Rim: 2x10 PT Client: SMELSER Page: 3 O f�I Project # 1510 " t r,T,___ . DINNING ROOM 2x10 ledger to extend out 3' with " 2x10 atached 4' back to create '•;`M �= - - double 2x10 BEST DECKS INC KITCHEN 2x10 PT Blocks to attach CCB#189187 LL upper deck joists to lower . ' :° . : ,.- : ... . : section , 12 - 3.5"#10 HDG upper deck 2x10 nails in each block a.. filler 2x4 ..: ,...•. le .„- _:.• ii,••• 6, •.• bottom deck 2x10 • BREAKFAST NO i ° ' .f. _• ..:::,...:•:::.`.:;'. ...' blocks running same ��: •:1� �` ` Wdirection as joists to 41 .1;-- 3 - 2x10 blocks to land directly on top $. connect 2x10 upper rim of lower joists with 2 . to 2x4 filler to connect - 3.5"#10 HDG toe to lower joist. nailed each direction 41 / 3' > < 4' . \ i:' 7:-.7 { 7 / / 2x10 ledger < 4' > doull"e c " ' ' " k. < 17'-5" > 44 , alt a noo :.. : 4 .. . Ax4.post with 16x16x18 footing : .. a . 2'+attach with Simpson HDG Mangers . .°. — OFFICE COPY ary o rioAnm SEWED FOS CODE COMPUANCIt[ APProvak t s OT rs\i‘3 Suite th r Date. •C:.0 .0;1•LC 4 H T ; lS-c 6- - Client: SMELSER Page: 1 of 4 Project #1 51 0 � AY, . a - ledger attached with (2) simpson SDWS x 3" on 16"OC staggered into APR 2 9 2015 1 if, , rim joist or wall studs joist to beam connections: �-3t 2x10 pt rim attached to ..._..,. __. . __ _. sawnttuty .` � � `U t) , - ,_ 3-8d hot dipped galv toe i sows each joist with 5 -3.5" nailed - #10HDG nails E { tat s 0.270 's&'''''''.3 'tDt,TF. 0 BEST DECKS INC ° °'" "�°'��� . , top odor auk Bard ima�i.. . . • CCB#189187 °° i Post to beam ;,a ; row e, connections: Simpson �� ' `�` `� "," ,,:,ing `s, 77• 4 1w trrnsr utat 1 PC6 z-max Post caps fl°f�� m -�_ mm„i,kt st Double 2x6 PT Knee � i aPSLtaV er5;PA�H �rl� 2x6 infill 3r” 1 2' SDWS'SUWH Screw Spacing Detail braces from post to beam ° nr a r i Ee e tea e .tta m #Ice Fast mu tams caterer -FS anti' with (3)-SDWS 3"each end I If i 2x6 6' �` , , ' ill infill 2x6 braces w/ 2x6 btwn braces nail w/10d @ 12"o/c Post base connection: Simpson ,/ �� / CBSQ86-SDS2 ; wt.-, . - - '_, ,- U ,7, — "1"'", ''' ''' High strength concrete (2,500PSI min) Joist to ledger connection lus 28 zmax hangers 4" above grade 4x4 pt rail posts attached to 2x10 joists with DTT2Z and decking 2 - 1/2" HDG Carriage bolts with nuts and washers. bottom riser of stair jack notched 1 1/2" framing — Center of Post to post to not exceed 6' and attached to rim joist with positive connection N_____--beam DM Attachment of Guardrail Post!aside Rim/Joist Wtail A 1, - =- — landing i.t... a ' 7 err= 1_r. .M 4x4 level concrete 5 . , "" ' ' Simpson LSU26 I landing rnr , Retail Gomm Retail hangers on 2x'12 I 6' 0" �'& � g, n�, tg notched stair gy.. !POW la few, -,g 1m2s w..t,12s .14 woz,-.a,s,),W h:th jacksI 17 I \ I „�.. .... _ ._.Client... Page: SMELSER 2 of 4 Project #151 � IP DTT1Z (2) 6x6 posts (no knee braces) 0 continuous ledger 11, 6” 18x18x18 footings BEST DECKS INC ,S CCB#18918713' ; DTT1Z 3' i 4' —— V 13' 6" I ' V 6 111 3' , 1 4111E1.11 7 - _ - , g _ h ___._.—_' X16°. 91 , I at4 63.116 68 31.111111 1 i, y- - {{{Ii ...1 i3 : .== t, a 6. II i 3 y 1 . I [ 7 4' :_.. I Stairs —1' 21' 6�, 16x16x18 2' 10" 20x20x18 Stair jacks: 2x12 PT Notched , 12"OC footings 12' 6" 12'9 8' * 8'----1,2'91",- footings r 1 20x20x18 Footings 1o fi 0 Main Decks Landing Rail System Ledger: 2x10 PT, siding removed with Cont flashing with drip edge Joists: 2x10 PT, 16"OC Joists: 2x10 PT, 16"0C 36" TimberTech Radiance -with square picket infill Beams: 4x8 PT 4x4 PT rail posts mounted in frame Beams: 6x10 PT with 18"cantilever on outside posts for 6x6 knee braces Posts: 4x4 PT w/2x6 pt x bracing each direction - block center(3) SDWS x3" at each end of 2x6 brace Posts: 6x8 PT with max span of 8' w/knee braces per elevation Decking i Footings: 20x20x18 in ground high strength concrete elevated 4" above Footings: 16x16x18 in ground high strength concrete TimberTech Earthwoods Evolutions decking • elevated 4" above grade finish grade (2,500 min psi) o Rim: 2x10 PT Rim: 2x10 PT Client: SMELSER Page: 34 Project # 1510 , • ,c , , 4i -, .,: DINNING ROOM 2x10 ledger to extend out 3' with 2x10 atached 4' back to create double 2x10 BEST DECKS INC KITCHEN .. 2x10 PT Blocks to attach CCB#189187 upper deck joists to lower 4.:;::‘.P." s .. .:;••-•::::'`: . . /': section 12 - 3.5"#10 HDG upper deck 2x10 nails in each block I. .,•. j•:':::;: ° _ ,. . .• . .I. .... 4.,r..• filler 2x4 . .e e.e ° • ° °e° e`I bottom deck 2x10 BREAKFAST NO 6 . V.' :,a. .. .. .,f.:. .:::• i: .1:: .t. ;. • •11111,. 0 blocks running same direction as joists to 3 - 2x10 blocks to land directly on top 8' connect 2x10 upper rim of lower joists with 2 to 2x4 filler to connect - 3.5"#10 HDG toe :( to lower joist. nailed each direction 3' > < 4' lipIr 1 2x10 ledger < 4' > double 2x10 < 17'-5" breakfast nook 4x4 post with 16x16x18 footing attached with Simpson HDG Hangers — C 1 _ !_ - --;17.,;',..------. 5 �eh# 1) �E� E[illi�u 1�� I ;,,„1. Y �l � (g � },., {, ( omt x-- . 4,4:" � � e • : � aa _ -. tfi, n€ ..� _ k" --g-, Mt — 3r5 - .° „.„.„7....,,,,,..,,,,,,,,,,,..„.„,,„,,,,,f+,.„,..,„ £ ""l'ryp 347_ykhi 2ll �R” f'-'7"°'.719;1:-.1"..11,-1.,#'.'17,7;...'-'..1 . f �E E I tE� � :Li ti .44 {t �.. plr�-d}t wrrr s 4 e„ �.t- i ■ t I 1 'II