Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
AST-0277-2018
011111101k TOWN OF QUEENSBURY x 742 Bay Road, Queensbury,NY 12804-5904 (518) 761-8201 -_: Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: AST-0277-2018 Date Issued: Monday, October 29, 2018 This is to certify that work requested to be done as shown by Permit Number AST-0277-2018 has been completed. Tax Map Number: 309.11-1-4 Location: 36 CAROLINE ST Owner: Henry Rose Applicant: McCane's Carpentry& Masonry This structure may be occupied as a: Deck 216 sq. ft. By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the 4 '4\ property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY f s _ , I Yq= llitrak 4 it 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 __- \-,., --A,j Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT I Permit Number: AST-0277-2018 Tax Map No: 309.11-1-4 Permission is hereby granted to: McCane's Carpentry&Masonry For property located at: 36 CAROLINE ST In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform . Building Codes and the Queensbury Zoning Ordinance Type of Construction I . Owner Name: Henry Rose Deck $14,000.00 Owner Address: 36 Caroline ST V ' Total Value $14,000.00 Queensbury,NY 12804 V Contractor or Builder's Name/Address Electrical Inspection Agency McCane's Carpentry&Masonry 6 Phillips AVE Queensbury,NY 12804 Plans&Specifications Deck 216 sq.ft. $ 125.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Thursday,July 25,2019 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration da e.). Dated at the Town o uee ury; e. ;s;r ,July 25,2018 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement 1 c - - Office Use Only f��t, /,044011? ,) ACCESSORY STRUCTURE Permit ri: t 1 =r. -- : : PERMIT APPLICATION Permit Fee:$,/, =' Thin of Quccusbury 742 Bay Road,Queensbury,NV 12804 invoice#: 411 P:518-761-8256 www.queensbury.net 0,- Project Location: (,sr�f /'hri,_ 5 ' . i.,,,?e>tAct, Tax Map ID #o q I—/'- Subdivision Name: i ri:;\ E (C. ..ia VAS. :. ; 1-)� •_ ' is CONTACT INFORMATION: Plc CC ,.?S C'-ry .74 `�v"L au/ ii ' g mtly 1 8 2 m8._ s ); e Applicant: I 1 r g Tv pm. t A i J ENSBU a ;: { Name(s): t 't, 7r r ,,,, kit 6 aa,Pve 5 C._ekr?,\-- 11A-- - ». .,. Mailing Address -----: - 4 C S/Z: ) _iu ,_ 7�' i5Jw'i 4! / 6� / G,: ' C Cell Phone: (` )� �..7--1 Land Linh: Email: (.518) .7�� J r V00'1 , .2- 1 G Primary Owners): Name(s): H 4 a e. 05 Mailing Address, C/S/Z: 36 r..04-c. St. in 9,7..E w--y - (. 0 V Cell Phone: (�i$ / ) hi ), Land Line: ( ' ) Email: ® Contractor(s): : Business Name: „ 7, 4 c ceA -0 C P - SW�� Contact Name(s): 1--64:4- 6. �- .i„, , .� Mailing Address, C/S/Z: �� 14V 3 d---t 1 // ° e/ Cell Phone: (�!g ) Z -6913i Land Line: (.J Yid ) q e'— zr,ea . Email: . -2. r'—� , r , a `�' 8 Architect(s)/Engineer(s): Business Name: Contact Name(s): Mailing Address, C/S/Z: Cell Phone: ( ) Land Line: ( ) Email: M' ?LI Contact Person for Building & Code Compliance: .'a, . �"� Cell Phone: ( i 3 a{ ) ° ". Land Line: ( S Es") `7SS'•- s- ia s Email: , �tr! '� I I Town of Queensbury Building&Code Enforcement Accessory Structure Application Revised April 2017 INSPECTION WORKSHEET (007625-2018) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal Case Number:AST-0277-2018Case Module:Permit Inspection Date:10/26/2018Inspection Status:Passed Inspector:John O'BrienInspection Type:Accessory Structure Final Job Address:36 CAROLINE STParcel Number:309.11-1-4 Queensbury, NY 12804 Contact TypeCompany NameName Granted PermissionMcCane's Carpentry & Masonry\[McCane's Carpentry & Masonry\] , Primary OwnerRose, Henry ContractorMcCane's Carpentry & Masonry\[McCane's Carpentry & Masonry\] , ApplicantMcCane's Carpentry & Masonry\[McCane's Carpentry & Masonry\] , Checklist ItemPassedComments Building Inspector NotesYES10/24/18 Final Inspection Partial Approval-Porch Remaining Items: - Anchor end guardrails to house. - Final Electrical Inspection 10/26/18 Final Inspection Approved - Ok to Issue CC! Handrail 4 or more risersYES Guard at deck, porches 36" or moreYES Wood deck: 2'+ from grade dia bracing required - H/CYES ramp compliant 4+ Deck Joist Ledger Connections-24" From EndsYES Deck Ledger-Bolted per CodeYES Fin Elect; Energy Saving Light Bulbs 50 PercentYES Okay To Issue CCYES10/24/18 Final Inspection Partial Approval-Porch Remaining Items: - Anchor end guardrails to house. - Final Electrical Inspection 10/26/18 Final Inspection Approved - Ok to Issue CC! O'Brien, John (Inspector) Oct 26, 2018Page (3) PROJECT INFORMATION: TYPE: Commercial 1/ Residential WORK CLASS: • /Deck,Open Porch Solar Panels(w/o rafter upgrades) ^Carport Cell Tower Shed Pavilion, Pole Barn, Canopy Dock Gazebo Detached Garage Boathouse(with or w/o sundeck) —3-Season Porch Other(description: SQUARE FOOTAGE OF STRUCTURE: 1st floor:_, • 2nd floor: ^ � Total square feet: • 21(�--'-'" • ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction:$ pi': 2. If Commercial project,what is the proposed use: ' 3. Are there any structures not shown on the plot plan? YES criExplain: 4. Are there any easements on the property? i! YES (1-,192 D5CLARATiON: 1. I acknowledge that no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. - J 2. If the work is not completed by the_1 year expiration date the permit may be renewed, subject to fees and department approval. 3. I certify that the application, plans and supporting materials are a true and complete statement and/or description of the work proposed, that all work will be performed in accordance with the NYS Building Codes, local building laws and ordinances, and In conformance with local zoning regulations. 4. .l acknowledge that prior to occupying the facilities proposed i, or my,agents, will obtain a certificate of occupancy. - S. I also understand that'Ave are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: • PRINT NAME: 73 �ier' M f ` kJ SIGNATURE: i 0—tv,--- (Y\A_-1 ( DATE: c.) - ID Town of Queensbury Building&Code Enforcement Accessory Structure Application Revised April 2017 (R‘:" , . „P '<1. ?:77---0)-6 i g ' „P 1 (a-Sf ECEOVE111 n Y IY . m" . -t �tlAi a _Vj c ..k.: F` P11'.. �: TOWN OF QUEENSBURY i COMMUNITY DEVELOPMENT 1 1 1 4 i t S i 4 i 3 1 L6-T-c 1 a 74. I , s r 1 i - �� FILE COPY E I ii if',.A ---, f I ! :t TOWN OF QUEENSBURY t; �-~- P. UILI�Io`!C DEPARTMENT Based on our limited examination,corn)harts 1t with our comments shall not be conat ed as !! indicating the plans and specifications are in - k - z 7 e . i .1 full compliance with the Building Cc'es of J/f i New York State. j 7! f ti i TOWN�� T�veGt—i ` ; TOWN OF QUE #: r' i -i , -.1 A - - ---— ,,,, ,,——" 1 (.... .B.U 1 L D i N G & : Jat_ ir. f'.i -� Reviewed By:' I 2 } ' h An i '2� 1 Cil e il ` 4,1 • . CSC�7C``' ;'Zt, 'r X , 4 0 t Y�� CA ram.,�.,r r•-1 ir:, . n n X- CI tr''.• - -.,.. ' \ ..,`I ,...- , • r•—,`. . • .I • •.., ,..r-'----'- \ 1-------- - ' . I, 1 t , 11, ‘ • \ .... . , . \ .. t . 1 \ ..... V_.. -a 1 ik..-.- , • : \ ... . .„....• 1 —11101rA:.=,"•'--''-,,, \\ , ‘-•,....;„ I ......s- \ . —c- — \ - 11101111.1. . 11 . . 1 tl.roirk‘, %,' T• • • ti:\4.- 1,..V, C''''' • CZ, -..-'4:: CZ''''''' 'CV' •kL.1...‘ •c, ------ 1, \ . 1. - . --- _ 1 4 C' 4e t {f1 l . 1 iy N l \ \ . � y l \\ . . . .\‘ '\'- \ , ‘ \ \,..„7------ - ..,--- \ 1. k . , .. ().... \ \ \ , •J -.1_ \ , . , ,/‘ fe \ cin .., \ \• 1.t \‘,............._..............,,,........7.................„......„,,......\ \' . 1,. t, ! fr 6 , ` 1 r \ - 1. .' '' \ \ „_________,---- ----- \ )3.c Cc \ \ } 4 . \ ,----- ' > r K f 1 1 - i I 1 CV 1 F IN_ :\ 'H 1 S a 1 s C- } y _ i x° ( Q �V r g ? ; ' �t \ } 7� d s # 9 f ! .. .r:- �- ..-.Wi. a "e kaC�q- mty n.' �lYr �e.:� i 1 1 6 x• } r { I c i ; I / 1 A..t Tr....c\A -.:. v 1 1 U r . , " ,.." ,•,,'''' . „ . , . i 6v1 nq . 17 /72,,.'''., • 6), i a . . ,z-- :,,,, . -V • ' qa) ,..s.'-' . Ay \`',7 .. A' , . • , .4e1 ( 1 a00000lili.I.B per 0110.11 ill ‘. \0\ ') - . . . .....1 \ . . q . • . i 0 / . • . -- , • I>\ ..,..e. , . . ,. .-------r-i'Y-rs,1... ,\ ..---,r-4,----•„,'At,,ty:;,..,',.:.-pr... „iit;.. -, "0,. ' ‘X c.,‘„,,,,-.,,,- , • ' , • . • , i • . . . . . i * \\ , . . .:...,--------- • 1 . , f0 , . t LII . \ , • ..----, • , , ,,,..--0 • .„_,--------- '1 s, , '..---------- , ,„,_....-- • ,,,,,eti**0:' • ------------- ..-_,,-,„.77,r,_,..0 ,,,,,,- ,.•,,,,- ,,,;,„.„. ,..r..-,, .,----- , ' ...., ''.... ',' ,.4..„ "t& '.,„,;,,a,..4.4.1" • t .."'''.,,,i'.4•R\''''f''',..+4.';‘;';S:;.r."';'.''. •, ' ,,..„ .•' ' ' ';''r.''''5'.''''' ..,W.,f1A1'.'1:.:' ;..`'40...mf',;''''1".' '• , 4 .. ' ,,,.1..Y.”:::,*.?:-"7, '' ,:'''" • • ''''' . '.;,,et.':'....,...,'.'"' (.,,• it . ,, .. , ; 1 I \ .. .k . .- . !. \A" \%'...... . •.. 1, -1.V..,1% iTe• .,_ klaz A t i a A4 l' ;#AA t'ii /"' -''"----- - I 1/4•1.i --- )444+Si‘ 1 V i 1 I I 1 O 1 4 404#k ! I ' Y#1 ifr i- ------ . - pfff,04 .1.,,., : H I I ,-.• . VI tratTAAA . 0 iFIVSY i 1 Y 1 I la- , ,... ,. +YeletWe iSe p.,1A,A.1./As.1` . p 1 1 I k' I Icif 1'Y1 '--....,-..,.., r;;zmIAZ,M40:47.;....rAt, ':' ' 1 p 1) ' _ • ActS' .4 41 1; 4; 1 1 - . _ .. 1 i1 1 i -4." - II i 0 i 1 - 1 ri I• • 1 . - __. i I Ili , ) • 1 A . , ,-.,----._,,, . - 00,044711 i 1 i ''; Ai&I tfit ________.. ..1 .-mpi•iii.soiiiiiiiimi :4- tt MI iyi, .1 : • , ITivilims ........... _ __ ,.... 1 , rOtiVitt _.--:..._ • ,,. ,- • - Fily 1404, ,.:..._____, 1 ),.",i _ • . ffr 1 (raiz ii i'l ... : ,-4• ii —..- i t • I ti I • 1 1 1 . ../ ..' , ..1, tt l'i - - - ':- . ' \- ---- . ••......--2.4-'•A . -----„,--.---- .....,. •*4., _.,.....---- • ••,•- , ',.0.;.; .-.,,. • .. ,,v. :t.,...t-.,, -.\C:k _ ?t, - _.....,_ AA.tve ...------ . ..,... ,*,..,,,,,„•••'' .. irticif -k ,....,..., c.. . • -N. -'''' ' ' . :C.:7.r. 7 "',,lfi, 1:::.ItAkilk okt --- ....„--- . .... : . . , .,,-„,--1\-, --: ' \\\\. . lik . • -,.: -:.-.--v4 it. If A.,,.. woo. •:„•‘i.„1.--1. A 4-4A N., --.- ' . 04 . . . • i ,..,.„ afk ‘... _ - - - 2,.ts -14.1., tHiVegili` 1 A ... , . . \ . • I. . '•.,i ''':, •1 '1 . . ... 1 .. X i . lk.. 1 . \ ‘ . .i\- ..t i. . . \ ‘ . , 1 \ ‘ \ • .. , . . 1 . . \ , • k , k s% • ‘ • 1 . . \ . . IA \\\ • ‘kit . .. . . / . . \ . • • . V....1 . .. .. . .. •" • ' . • .. .. ....—. • • . • ...... . . • F^ _ II • II 11 in accordance With A$-'I'M:D'7.0:32,Plastic o;-,composite - :t3�}7.43 P,a y i t e Plastic ccrtposite deck : handrails and glzards or their packaging shall bear!a label boards,staff.tAeads,guards and handrails containing wood, t that indicates compliance to ASTM D 7032 and includes cellulosic or other biodegradable•materlais shall be decay _ the maximum allowable span determined ;in accordance ,resistant:in accordance with ASTM iI 7032. with II 7032' .i, d7P ., egm to. e.oleta>L m,Wherea required'by Section .. i 77e3,z 'lnsne npread kg&x Plastic composite deck 318, plastic composite deck, 'boards, stair treads, guards boards, stair treads, guards, and handrails shall exhibit a and handrails containing wood, cellulosic or oiler biode- flame spread Index not exceeding 200 When tested in accor- gradable materials shall be termite resistant in accordance ' dance with A$'I"M E 84 or 17L..,723'with the test specimen with AW lVi D 7032,., retraining in place during the:test. 07, < indellatien o -0 o i c®& ns se ?Iastip coin.-J x ePIADA,: Plastic cotrmposites determined to be nqn polite deck hoards,stair treads,guard and handrails shall coinibustible. be installed in accordance will:this code and the manufac- turer's;instructions. • PeOlt ihrP loA.s?=40 pet,deck tiers load=191iut,a:"iow lcsd g 49 Pat) • C©NNEOT ON DSETAit.$ 8'and less 6'1"to 8' 8':"to=0' 10'11'to 12' 12'1"to la' 14'1°'to i6' 4e'1"1c 18' on-centerspacitlg 0 fasteners 1/2 inch diameter:lag screw with'/2-inch 1 maximum slleat,ittg`'a 30 23 • '' 1 d 13 11 10 '/-inch diameter bolt with e • i ich maximum s: ?sheathings w 36 36 34 29 24 21 19 '/Z-inc diameter bolt with 1-inch mainmum 36 36 29 24 21 18 6 sbeathinge For SI: l inch=25,4 rurn,l foot=304,8 inn,l pound per square foot=0,04'79 let's. { a.Ledgers shall be flashed in,accordance with Section R703.4 to prevent water from contacting the house band joist. • . b.Snow Toad 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 he wood structural panel or solid sawn lumbers, e. Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard,lumber or roam sheathing.Tip to t/,-inch thickness of staged Washert • shall be permitted to substitute fox up to inch of allowable sheathing thiohness where combined with wood structural.panel or Intnber sheathing, • PR tt-0014Ki OPI InAZSOFI1VIM= DISIE):MN 13egi= g RS:AN,..P 4 ANP zOIST -_T MIbl1MUM END AND rDCE DISTANCES AiNb SPACING,bE i WE• N ROWS • TOP EDGE 0O1 a QM EDGE ENS '' ' ' ' ROW SPACING Ledger': 2 irtchesd g/q inch 2 inches6 I,sf$incttesb Band Joists 3/4 inch 2 inches 2 inches' J?4 inchesb For SI: 1 inch=25.4 min. ' - 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.Maximum 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(1). 160 II g015 661I`llRUATlOr AL ME l lAL CODE® f . - �_ = TAGGE.R_FASTOIEI S___ _ `"I ///mod" ,-—1N 2_-ROWS`_ T © 1 . . 00 �''1 5.59 MIN,FOR 2,,X 8# :DISTANCE SHALL BE PERMITTED TO k. 5"MAX 4- .4� 6.5"MIN,FOR 2 X 10 BE REDUCED TO 4.5°'IF LAG SCREWS .. UO 0 l O O,� 1 7.5"MIN,FOR 2 X 12 ARE USED OR BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS r_ TO ATTACH 2 X 8 LEDGERS TO 2 X 8 2"MIN. `°` BAND JOISTS. . :, LEDGER LAG SCREW OR BOLT 3/4"MIN. t For Si; 1;inch a 25.4 JAM. . t;_ Flamm R50,7.2.1(1) IMP ACRI1fIRNT OP LAta SORNII'IIt AND 1:a0L I IN Un--0, RS :: U: - . c, .SHEATHING .SIDING - THIS DETAIL IS APPLICABLE WHERE FLOOR JOISTS ARE FLASHING FOR, PARALLEL,TO DECK JOISTS. III' WATER TIGHTNESS ' DECKING d� l!=!i,' APPROVED JOIST HANGERS . 2 MIN fhil S IN ACCORDANCEW WITH TABLE R507.2 ..: • . i iliii WM '' .Q' HOLD=DOWN DEVICE-MIN 750 LB.CAIaAGIT-V-' 44 FLOOR JOISTS • AT-4-LOCATIONai EVENLY-D ISTRIBUT (]_= ', ALONG_DEHI AND..ONEWITHIN-24«_OF-EACVft, MI ENDOF.T-HE-LEDGER_=HOLD=DOWN=DEVICES SHALL-FULLS'-=ENGAGE=DELI _J IS`=PEFt Y: ` : HOLi3=DOWN MAI�Ii1F CTURER.— AFULLY-T¢�IREADED V_V!.DIAMETERLAG--_-_. SCREW=RR.EDRILLED-WI.-MIN,_3' PENETIAT ION TO CENTER_ TOY—PLATE,_5TUDS;=ORs-H DER, } ,Fior SI: k kick'a 25.4 rM. - I;Ic4I:IIIE II507.2.i(2) '%,.. PLAFAEMRNT OFI,A G SC1 ItS_AND MOLTS II\I II iNI I,IORSTS d . i 2010 INTE%NATONAL PIE8IDEN IA COW 151 :; . N'i:•., . , ,, ::1 4•;,:_ . , ' iFt.00II:.6 • . . - . . . —1\r----- . . - - - . A HOLD-DOWN OR SIMILAR A TENSION DEVICE FLOOR SHEATHING NAILING AT A 6"MAXIMUM ON CENTER TO JOIST WITH HOLD-DOWN ' A — —r- —r- —i— I >< i . - 1 I 4' + ' 17IC 4-+ ÷ 11 I + + N I i .---.--, -I- + 011°"...ililL11111 . FLOOR JOIST—I --DECK JOIST 1111 •!: i • •,'•• • :••, For SI: 1 inctl=,2,5.4 Krim. ,•:: . .-. • !•; 0 ,--_:-_FR OM SE$7;2-,90)--__ , ---_, _ DReicArtAQHMENTFOR-I;ORRAI,t0AMI-2,. • SHEATHING SIDING a.: • THIS DETAIL IS APPLICABLE IA. WHERE FLOOR JOISTS ARE FLASHING FOR !, ': 1 PARALLEL TO DECK JOISTS. WATER TIGHTNESS 1;''• I'.' i,. ..." 'DECKING- 4' • llo.---- il•i. mi.....1 /rre---->e,........A;9---,„,, -. ? ,, gill !: 1,04 1111.11 APPROVED.JOIST HANGERS i.' 2"MIN.—‹ NI LI 2x LEDGER WITH FASTENERS o- IN ACCORDANCE WITH TABLE R507,2 1 A a , vic _ ,4' • f ir.Wil ,,;., rIOLD=DOWN DEVICE-MIN-750 LB:CAPACITY ---=' . , FLOOR JOISTS AT.-4-LOCATIONS,IEVENLVIDISTRIBUTED -- --2.: • ALONG DECK AND ONE wiTETIN-2.4icoFeAcW,-:i. , 4 END-DV-THE-LEDGER:HOLD-DOWN_DEVICES . • • III SHALL-PLILLTENGAGEOECK JOIST-PER- HOLD=DOWN_MANUFACTURER: :, . . . , .A:FULLY THREAD513 3NLDIAMETER LAG—,• SCREW-PREDRILLED VW-MIN.3"PENETRATIONIT: . TO:CENTERIOETOPPLATE,ISTODS;OR_HEADER.:-,, For Sr:1 inch=.-25.4 min,I foot..=.304.8 Mid. ,RGEOE-13507;2.3(2)----, REVICAITtiefIMERTTOR LAMM-LOAN -- . • . ' 12 2015 INIVINATIONAL NM:3E10UL COM® _ - I.,•-••,=,. , " ',,,,,.-.ti , ;•;:t.4-.7.74)3317,-, n.•'..-- , Pi.'''' Rf507,301 Deck post iP 4.0?,E.Aeam.Decls beams shall be 250740:Z•fikw.i4 is 4,2,,tra.c.14.1ZPottAg-Pc.) t.s shall bear ori k•,•••,-. . • attached.t.0 cleekPo5 in accordance YvIth.174.gtiTe R507.7.3. footings in accordance .vvitt ectior-A 1.4.4Q and Figure V.::: or by other eguiyajeut means capable to resist lateral dis- :R507.8.1- Posts Sball be restrained to! jevent lateral qis- • t,77'• .,.., placement• :Kartu.factwed, post-to,hea.5,1 connectors shall placement at the bottom styport. StAqh lateral restraint E.-.• F•.:-• be sized for the post and beam szes. A.31 bolts shaJI have shall be provided by manufactured cormelctors installed in -.:•,•••:‘, :... washers under the head,and mg. accordance with Section 1507 and, the Ananniaottrrere . •There deck beams beaA directly on foot- , instructions or a Ani1•M•i i um post embed-rent of 12 wenes Fgg,,,e..pt4org; - . - •• -- ••• -- • --. ••"- •'• • - '--• F;',...;::::.: • .. - (305 Amp)in surrounding soils or concrete piers. ings in Accordance with 7SectioRR507.8.1. . t;-..;•'.:. . Pack pgsts. Fox. sbee-level wood-fxamed 1 decks . • ',- with bear.n. $.iged in accordance with Table R507.6,d.eelgpsg t?.:-.:-.1':, • size shall be An accordance'With TP.bk R507.8. Thepl..E.R507,13 FT aii 4.1Agnia zi!...7.••• . POST pl;e4 Efix.mum iliEIGHTa .C.;•'... .*, . .r.'.•. 4.X 4 8' . . . 8' . . ' . . . .. . • 6 x 6 14' . . . For SA;A foot',-,-.304.8 mt-0.• a,IYAeasured tO ttl. urrdpolste oft j,e,41n. • tsc.... ' .. f,... . v. .. . F',,.",• '., L:•,:!:.,„ . 21411141N. BEAM r:..-i•.:' - ! • —4,1 1...s.---. • .•,-. . , .. • . VED 1 • BEAM -111111 POST APPROCAP "`"'"••••. ... ... ........_ . t.';,'',..• ,-. i-!.', '‘ ' ellimizummlii. ' P:.'f.'•• ' .. , ,„.... . lit atUDe-IM-BEOPTRS 1.:-.'.;.:, ., ..,' 111.........HP. WITH WASHERS i . t,•.:;.,, - . al '• - i.-: •- • . . i::• :•.-. • S POT NOTCH POST • POST 5YA"MIN. l'.:'sl''1 ••s•-- --0-, POST--_-_, DO 1::;_ :;" . , • . 1:.., '.',• For SI:I lach.---25,4 ram. ._ ,:FraUlt3E.RSon:4,1---- --,- • ,_cag_GRARAM-Ta-PACKT.g_ST:Til ,. .- CONCRETE TypicAL DECK- V—STEM ___.../\,___. POST '1. • . ' . `i GRADE `i ; - c.;„•' di zs- 42.,- ,11 zn. eG o' ' ' c'': ': : //1111'''''' T-7 A ' 11 Y,IIIIII . o p TYPICAL- c , Pool-NG . .. ,, , . . rt.'rr 6 ,• c rz_. w . , . , :K),, •• • , f. .' 1 •----Vggi,IPZ70.-so7.6.1 , 110.01.C.ALTDECTi410-61Snisattit-P00111406- , .i. . • . • .i'' • 2016 li‘ATF11`,11ATIONAL FIMMEN.71#4,C011.:Zo • 165 V,.•••: • .