Loading...
HomeMy WebLinkAboutPermit File 1804 Lea Place Y °.c (Ttg of P1 nacorfes v EIEashingiun ?9COP ‘4, BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY # 08 This is to certify that the (Description of Building or Structure): 5/Aid C6. /7 /sl'LO hla'y(FCC .UCG Located At: /fro/1 ZL k3 C-taCG STREET& NUMBER Owner: Constructed By: A L(J// (GthJ7K'CCRCA/ Cl; F OWNER OR CONTRACTOR �J Bldg. Permit # ;17-3 Date Of Issue.02/ AP4 Occ. Group: 4 if`/ Use Zone: a Has Been Inspected And Occupancy� Is Hereby Authorized, This o2`2ti0 Day /' f 19 UTHORI NG OFFICIAL SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS. , or icock CITY OF ANACORTES BLDG. ❑ PLUMBING ❑ MECHANICAL ❑ PE 11W1T R 77 Telephone 293-1901 / - Anecortes,WA Date ,/4J So/ 7g _ PERMISSION IS HEREBY GRANTED TO: / OWNER A/'ar �', .t<"7`�-s. fin, 7 STREET JJ ADDRESS l LeO r!/ P6' • Location where work is to be done CONTRACTOR (2j177'I 'r • TO ERECT❑ INSTALL ❑ OR REPAIR 0 IN THE FOLLOWING MANNER: PERMIT EXPIRES ONE YEAR FROM DATE ISSUED PLANS FOR CONSTRUCTION WERE NOT ❑ SUBMITTED WERE El WORK TO BE DONE BY OWNER ❑ CONTRACTOR ❑ RECEIPT OF FEES IS ACKNOWLEDGED AS FOLLOWS: TYPE APVROXIMA7'E VALUE PERMIT FEES OF WORK State Building Code Surcharge State Energy Study Surcharge _ Building Plumbing and W.S. Mechanical Plan Check Fee .<otowoor Agri- hp, taco £2? TOTAL ,[ , LEGAL DESCRIPTION , 1G j)hI IL 4/At. Q. aa`W r CITY OF ACORTES BLDG. RI PLUMBINE3 Be MECHANICAL Z PERMIT aa" e' 33 Telephone 293-1901 na ;WA Date Dg t G CN' / 19 Al elf PERMISSION IS HEREBY GRANTED TO: / OWNER /. ( 4 iG C. 05747ta7If2eL' STREET s.�G Ll L//I LAC{ ADDRESS Location where work is to be done CONTRACTOR LiC i C A/ rr.43 T 1z1ZC 7/O 1 TO ERECT f INSTALL ❑ OR REPAIR ❑ IN THE FOLLOWING MANNER:46;44ke ra0*it v ^�a51P4"k/t jc:_` 2Y.' Ny�/.'/{�e/Oder�ct -F:a�A/f5- Leo cPAK.?.:.$ AA4ThI e.'L7 -lI ;pa-A min Ploj / , _vcP',, J,/2�8� 7 III I � PERMIT EXPIRES ONE YEAR FROM DATE ISSUED PLANS FOR CONSTRUCTION WERE NOT ❑WERE a(SUBMITTED WORK TO BE DONE BY OWNER.24. CONTRACTOR RECEIPT OF FEES IS ACKNOWLEDGED AS FOLLOWS: TYPE APPROXIMATE VALUE PERMIT FEES OF WORK State Building Code Surcharge 3 *,�Cl - - . State Energy Study Surcharge /tc Ca Building _ 5 6 L,. �37 00 Plumbing and W.S. .2 j oo Mechanical 30 ,S U Plan Check Fee 75- ad . TOTAL J/ 5U, (f0 4/o5e W LEGAL DESCRIPTION G 07 l/ • s,4y%/ivts Pi /6, • C .�'�,,. • CITY .CTOR o , Lea P/ee to t z \ tC \\\\.\ ik �i _ \--2-- O� 90 a ! N v. t 1\ 4, 0 e- t tend Awe o_ 7 / , a 7 - / p f sri — � o 0 04 o .sew 1; . i 411' t A / I`�oir,�fs do}��; sef-�, 5/P o/*om. rciior w%f% ye/%ow cap. / Lczt's - V . . 1 1 ,h CZ 7 P„ 4QI of ; J I L Fac% Mon, a ca/4e-sac. 56/x v. Y or Loy 16, Sx- >'. . //vt No. /6 +�Ving it. �`� `1 t,t. E'N CONSTi�UCT/ON k. (( EuJ1 iviT. VtCivoN, WA 2827.3at 25Y-� J. A. N.Cwn,q w .2//s/se . /6?(A/ G077 f&4S BUILDINNG ENVELOPEnn CALCULATION FORM � x rr� /1 NAME -fk I -P 0 ( tVIg#V tkc 1 O✓1 DATE Mc vJt 1 -1 ?] ADDRESS 1-0-+ -4-(4 b 1 U I sl o v1 (I CHRISTOFFERSON BLDG. DESIGN P.CITY/STATE e 1 I U ) Act V (tortes, \(lct . MO. 1601 MO. VERNON, WASH. 98273 building type ''# t-f (c(0 btCP� heat C.7Ccs - 20-12P_6( a ( CODE REQUIREMENTS i ASSEMBLY DESCRIPTION AREA(sq ft) (A) U VALUE*(U) TOTAL(A x U) WALL 2 4 WI E-t pxi -l-I- l 4 t(p , Zo 3 z 87. 44 CEILING R-30 l3llD , 035 4l-P •13 FLOOR -lq 1 31 a , Co ss 72-4-9 TOTAL * prom table 11'-2. GLAZING: area of all windows divide by total (21% or less) & skylites Zo4.6 floor area 13l 8 - 15,5 PROPOSED CONSTRUCTION ASSEMBLY DESCRIPTION AREA(sq ft) (A) U VALUE (U) TOTAL(U x A) 1 ( a XlbR(oa zx4 a! \1 Pal-- R-l3 Paeki 47a , 01P-7 (Q C, Sz C-7,0,2,4Ug 2x-.- w( R- II I q I • OB(p IQ . 42. )a typal C -l. DLi Ai— NO M00 zo� .s W S (al-A2- --D . (e1 l 3-7, of F Rotitr e-nlYe-r_I r.1s(At_ DUO IZS rt Ct-Ai-- - R-16 2 0 I 5 • Ote (P I , 3s F EAlc 4 pool -/usuL 11de-• p care # _l; 5 . 04040 . 33 CoPvg-A-Ca B - Woo to ) 1 , ,4c0 1. EZ • 60I1--Ih-Vg (a- 3o It`1sut., 131g , 03s 4CQ • 13 FL-ex) 2 R- -lei SAt-r l 3 I g . 0 sa co .08 TOTAL 3Z4, (pIto i Proposed Construction total must be equal or less to Code Requirement total J 1C)J6? Lea 9/�/'cep' ' 4t8<,� (so ...si -jcr,>7 IFOX • TRUSS ENGINEERING, INC. vO6. 23 JOB 888G32 3.22 Rowland Rd. � i TYPE 699 7/ 6/88 - 4z . 4 �I� a2 OF 5Sedro Woollcy, WA 98284 Q 12 <N8 �W ai 4. 00 I — W e" /k¢= /r ¢ = Si g 2WC 1 .. 3 1/2 2 5/e [u Sx 10PTH & $w g -cgogo T vg VE6 2.40 F/AN 5ER 5 Egn ow 3z , 6 s_ 1-05-05 12 BY orcfE/Y 5 31 x 6 - g �gD 229 J1 J5 w" gD2022}��,,, `Dn' N2 TC I 15 4-06-13 I 2-11-03 2-11-03 4-03-05b=ttsvaJ2w 5 BC 7-06-00 7-02-08 °P°D:§° ° o .flir°' C) --400 b e��n 1 14-08-08 1,52 gt g TCLL= 25.0 PSF SPACING = 2-00-00 REACTIONS MIN L/DEF= 1470.55"= 323, CAMB= 0 1/4" LL.L/bEF= /4 '/0.33„ = s39 .gF o+e TCDL= 7.0 PSF INCR:P=1.15 L=1.15 (LBS) BRG(IN) 20 GA. PT PLATES 169 PSI GRS (MAX) 0 e a - BCLL= 0.0 PSF LFT BUTT= 0 1/4" J 1= -'122 3.5 16 GA. PTH PLATES 136 PSI GRS (MAX) gs.,n,9 002•- 0c BCDL= 10.0 PSF RGT BUTT= 1 0/0" J 5= -617 2.0 _ °2 m=g ¢ TRUSS ENGINEERING I' °'$2s� ° d 6240 A CONFORMS TO UBC REPETITIVE INCR g'a a E g°E TOP CHORD - CSR= 0.567 BOTTOM CHORD - CSR= 0.726--- WEBS - CSR= 0.601 a s 2 2-t6 2X 4 1650E-1.5E M HF 2X 4 1650E-1.5E M HF 2X 4 NO 3 HEM FIR ��_°- 6 M9) C 1= -3135 C 3= -2484 C 5= 3126 C 6= 3033 W 1= -698 W 2= 1359 W 3= -709 "o0tjtoN C 2= -2399 C 4= -3231 ro ;¢ 210 1.* BEARING AT JT 5 IS 0-00-06 ABOVE BEARING AT JT 1. i' r 2. TRUSS NOT DESIGNED FOR PLASTER CEILING. (SPN/DEFL RATIO LESS THAN 360.) 4 2�°F- 3. ALL PLATES ARE PT PLATES UNLESS OTHERWISE INDICATED. 2 E-° o o 4. ALLOW FOR HORIZONTAL MOVEMENT AT ONE END. os ?§$F E � s e avA. pfi®® iB1DfD.F s, z r!'f✓1A $y. '$ems P28-§=g1 _ ,,,—;,,,i,--,.. /[tit_ 4 cl I t. 0 I 0` iw�, oOo —?' tp % ef# 'C/NA s i•I os`s = € F 9 8, JUL 071288 iv°Q1 1FOX093 1 • T Numbering General T Symbols Notes PLATE LOCATION System Center plate on joint unless 13/4 dimensions indicate MEW otherwise. Dimensions are in inches. Apply plates to _,.. both sides of truss and 1. Provide copies of this truss design to the securely seat. J4 building designer and erection supervisor. lseach J2 J3 2. Cut members to r tightly against PLATE ORIENTATION TOP CHORDS other. This symbol indicates the — -' required direction of slots in JS 3. Place plates on each (Avoid knots and wane connector plates. o ce of truss at each joint and seat securely. r at joint locations. o ® llces at Y panel length (±6") _ /t c).2 4. Locatechord spPLATE SIZE a fromadjacentjoint.Thefirst dimension is the o 5. Unless otherwise noted, moisture at time of 4 z x 4 slots. Second dimension is BOTTOM CHORDS fabrication. l the length parallel to slots. J6 J7 J6 Jt 6. Unless specifically noted, this design is not JOINTS AND CHORDS ARE NUMBERED CLOCKWISE applicable for use with fire retardant or DIMENSIONS AROUND THE TRUSS STARTING AT THE LOWEST JOINT preservative treated lumber. throughout or Dimensions shown as FARTHEST TO THE LEFT. 7. Top chords must be sheathed &07 05 &p7_ 5 indicate purlins provided at prescribed spacing. FT-IN-161h, (i.e. WEDS ARE NUMDERED FROM LEFT TO RIGHT. S. Bottom chords require lateral bracing at 10 ft. s7 5/16"). If panel is spacing if no ceiling is tinstalledcinunless 10 k short,wdimensionsi could(i.e.bspacingotherwise noted. shown in inches only, 1011r1s"). CONNECTOR PLATE CODE APPROVALS: 9. Anchorage and/or tie-in components are the responsibility of others unless shown. 10. Do not stack construction materials on er LOADS Opp TCB 1 1 or roof that induces loading on truss greater HUCk TCD t706 than design loads. rior panel,Additional uniformh load of c� 50 psf applied on this SEO 1, 31 11. Do not cut or alter truss withoutp panel,on l this chord. SDC 9 3907 approval of a professional engineer. 84964 12. Building designer is responsible to insure applicable to Additional t iconcentrated SDCCI g40034 N 820602 that loading shown hereon is �I load of 1670 lbs.appliedWISCIDILHR building site. 1670 at this joint in direction of arrow. 13. Care should be exercised in handling, erection, and installation of trusses. 14. Camber is a on-stl ct ralf consibderationbracing. onsibi ss LATERAL BRACING and is the resp A Indicateslocation of General practice is to camber for dead load required continuous lateral deflection. BEARING Indicates location of joints 15. Plate type, size and location dimensions shown indicate minimum plate requirements. • • III Nyppn,q/B° at which bearings (supports) occur eo ems.>awis�Lows^' i631"O01 of 1J,a��,,,,,, ° 91985 Hydro-Air Engineering,Inc. CTEG ' V08.23 J 0 3 8 8 3 8 3 2 TRUSS ENGINEERING, PNC ' (3 TYPE 899 7/ 5/88 322 Rowland Rd. 4'-z x 4 yI 3 OF s Sedro Woolley, WA 98284 / ;41 at mf 3x4 3x4N Wog 12 2'i¢ SIZ o 4. 00 f— A Z la_ v, Lc) lx4 y� W c o 2rn c -2w q OM 3x4 — FDn' 0 4zx4 — 3x4 z 3x8 --= 4.1x .:I1t a-- JI J6 Sna oo~o. occa,2-g n TC 115 6-02-08 I 5-04-12 5-04-12 5-10-08 8 M-tin BC 8-10-14 8-01-02 B _$ gPEo 22-10-08 -Ea a Dcc TCLL= 25.0 PSF SPACING = 2-00-00 REACTIONS MIN L/DEF= 221/0.17"= 999, CAMB= 0 1/8" t c 2 P° TCDL= 7.0 PSF INCR:P=1.15 L=1.15 (LBS) BRG(IN) 20 GA. PT PLATES 169 PSI GRS (MAX) V v g2 €o BCLL= 0.0 PSF LFT BUTT= 0 1/4" J 1=-ios 5 3.5 BCDL= 10.0 PSF J 6= -960 3.5 2'-p-v°a a TRUSS ENGINEERING 2 2-�6 6240 C CONFORMS TO UBC REPETITIVE INCR mn_ o 6 g0 TOP CHORD - CSR= 0.572 BOTTOM CHORD - CSR= 0.641--- WEBS - CSR= 0.720 o-b°`=al 2X 4 1650E-I.5E M HF *EXCEPT* 2X 4 1650E-1.5E M HF 2X 4 NO 3 HEM FIR n.?co ¢in a C 5 IS 2X 4 NO 3 HEM FIR C 6= 0 C 7= 1382 C 8= 2019 W 1= -425 W 3= -790 W 5= 875 g ° o g C 1= -2128 C 3= -780 C 5= -902 W 2= 522 W 4= 132 6 .e _ C 2= -1772 C 4= -780 <8 E` O�s sic, -2 av°Mirye a a2 = E .�P� 1P� r age 1z s? v OF WASH', 44# p2 t o 4§x e o l .:Rw m. Cv _£ cpEaA 0 , , . ?o o� a 0 4' oE- 2 h�z !t AA sv°QB TEG1839-2 11 General TNumbering Symbols Notes PLATE LOCATION System Center plate on joint unless 1'/4 dimensions indicate WM. otherwise. Dimensions are 1rAbk.. in inches. Apply plates to both sides of truss and securely seat. 1. Provide copies of this truss design tot e J2 J3 J4 building designer and erection supervisor. PLATE ORIENTATION TOP CHORDS 2. Cut members to bear tightly against each This symbol indicates the other. required direction of slots in Igilipir 3. Place plates on each face of truss at each =- connector plates. pi: ojoint and seat securely.Avoid knots and wane at joint locations. ° 4. Locate chord splices at 1/4 panel length (±6") PLATE SIZE The first dimension Is the a from adjacent joint. 1 width perpendicular to Fo 5. Unless otherwise noted, moisture content of 4 z X 4 slots. Second dimension Is lumber shall not exceed 19°/o at time of II J1 J6 J7 the length parallel to slots. BOTTOM CHORDS J6 fabrication. 6. Unless specifically noted, this design is not DIMENSIONS JOINTS AND CHORDS ARE NUMBERED CLOCKWISE applicable for use with fire retardant or Dimensions shown as AROUND THE TRUSS STARTING AT THE LOWEST JOINT preservative lumber. 8-07-05 8-07-05 indicate FARTHEST TO THE LEFT. 7. Top chordsivmust treated umber. throughout or �'� - h (i.e. oE0.ED FROM LEFT 70 RIGHT. purlins provided at prescribed spacing. FT-IN 16t , WEDS ARE NUM 87 short,5 dimensions. If panel is 8. Bottom chords require lateral bracing at 10 . 10 w could be spacing if no ceiling is installed unless shown in inches only, (i.e. otherwise noted. 10 11/16"). Anchorae and/or tie-in comonents CONNECTOR PLATE CODE APPROVALS: 9' responsibility of others unl ss shown. e 10. Do not stack construction materials on floor LOADS ppCA 64-31 or roof that induces loading on truss greater Additional uniform load of HUD/FHA 7C0 1706 than design loads. 50 50 el,applied on this SED 1031 11. Do not cut or alter truss without prior panel, on this chord. K60 1591, 34D7 approval of a professional engineer. SI I Additional concentrated WIXJDILHR 840034-N, 820602 12. Building designer is responsible to insure 1670 load of oint1670 in lbs.appliedthat loading shown hereon is applicable to at this joint in direction of building site. arrow. 13. Care should be exercised in handling, erection, and installation of trusses. LATERAL BRACING 14. Camber is a non-structural consideration Indicates location of and is the responsibility of truss fabricator. requiredcontinuous lateral General practice is to camber for dead load traa cing. deflection. BEARING 15. Plate type, size and location dimensions shown indicate minimum plate requirements. Indicates location of joints Nypgp,q�p• 4 at which bearings _! (supports) occur. Po Box�aw,s LOOS.M.,+am 4ln)�mO0l axseol5 1 1 ` *� 504127 ®1985 Hydro-Air Engineering, Inc. CTEG • V08.23 J 0 3 8 8 3 6 3 2 TRUSS ENGINEERING, INC TYPE 899 7/ 5/86 - 322 Rowland Rd. 4zx4 III t 2 .i et. ••1131 ,.., i 4 OF 5 Sedro Woolley, WA 98284 Q 2 ' ..: oZo ll<3x \c': nW 3x4 -� 24 MW 2g �. 12 )Nit o 4-. 00E— A =i i N - 1 4 `�� 0 1 o Ern we 36 6 In 0 Q'cA pgO o C No. —N s a Th � ryry D §2 -E' wo a cps g$ m gm 0 °-8gD o2 3 5 = 3x4 = 3x4 3x8 — lx4 III 4�a5o1-,.� JI o-„op o JG oc2EO C) c a or-2, o a 2'8'^ TC 15 6-02-08 5-04-12 5-04-12 4-03-08 `g4oa, g� 8C 8-10-14 I 8-01-02 i �� �e" E - wQaf� - EDE 21-03-08 o o Q�o c TCLL= 25.0 PSF SPACING = 2-00-00 REACTIONS MIN L/DEF= 21'/0.14"= 999, CAMB= 0 1/8" § o+g2s� 0 d TCDL= 7.0 PSF INCR:P=1.15 L=1.15 (LBS) BRG(IN) 20 GA. PT PLATES 169 PSI GRS (MAX) o w E 6.a o 1 BCLL= 0.0 PSF LFT BUTT= 0 1/4" J 1= -989 3.5 o it- „„ BCDL= 10.0 PSF J 6= -894 3.5 as SEE rc TRUSS ENGINEERING Lg 2o b=o 6240 D CONFORMS TO UBC REPETITIVE INCR0d0g;62 o TOP CHORD - CSR= 0.543 BOTTOM CHORD - CSR= 0.609--- WEBS - CSR= 0.720 M.�-' oi o 2X 4 1650E-1.5E M HF *EXCEPT* 2X 4 1650E-1.5E M HF 2X 4 NO 3 HEM FIR kited 6 C 5 IS 2X 4 NO 3 HEM FIR C 6= 0 C 7= 1182 C 8= 1819 W 1= -425 W 3= -790 W 5= 759 E g C 1= -1917 C 3= -570 C 5= -851 W 2= 522 W 4= 50 ,° "0 2s C 2= -1562 C 4= -570 't. one,fttr�i it� -- E i�, go co d �'� 5oiw26 �03 ! ?:/ it ate,Q oo_-o SIG rn5g�6� tJJL 071 -aini ta g9 9 TEG1839- 3 N General r Symbols Numbering System Notes PLATE LOCATION Center plate on joint unless 13/4 dimensions indicate �'N = otherwise. Dimensions are A 1■i..1401/4. in inches. Apply plates to both sides of truss and securely seat. 1. Provide copies of this truss design tot e PLATE ORIENTATION J2 J3 J4 building designer and erection supervisor. TOP CHORDS 2. Cut members to bear tightly against each This symbol indicates the �� other. required direction of slots in J5 3. Place plates on each face of truss at each connector plates. o \ o joint and seat securely.Avoid knots and wane I at joint locations. 111. ®�= 4. Locate chord splics at'/4 panel length (±6") PLATE SIZE The first dimension is the a from adjacent joint. 1 width perpendicular to �- or 5. Unless otherwise noted, moisture content of 4 z X 4 slots.length Second dimension is lumber shall not exceed 19°Jo at time of the parallel to slots. BOTTOM CHORDS fabrication. , J1 J8 J7 J6 6. Unless specifically noted, this design is not Ili JOINTS AND CHORDS ARE NUMBERED CLOCKWISE applicable for use h fire retardant or DIMENSIONS AROUND THE TRUSS STARTING Al THE LOWEST JOINT eseraative treated lumber. 8-07-05 Dimensions shown as FARTHEST TO THE LEFT. FT-IN indicateh ' 7. Top chords must be sheathed throughoutor ICI 8-7 /16 f.p. WEBS ARE NUMBERED FROM LEFT TO RIGHT. purlins provided at prescribed spacing. 7 short,di 5/16"). If panel is 8. Bottom chords require lateral bracing at 10ft. 10 w dimensions could be spacing if no ceiling is installed unless shown in inches only, (i.e. otherwise noted. 10 11/16"). Anchorage and/or tie-in components are CONNECTOR PLATE CODE APPROVALS: 9. responsibility of others unless the shown. 10. Do not stack construction materials on floor LOADS BOCA 84-31 or root that induces loading on truss greater Additional uniform load of HUD/FHA T@ 1706 design loads. 50 pa el,applied h this 5E0 1031 11. thana not cut or alter truss without prior Additionali on this chord. 8496491, 3907 ICDOapproval of a professional engineer. concentrated WK/DILHR 840034-N. 820602 12. Building designer is responsible to insure 1670 load of 1670 lbs. applied that loading shown hereon is applicable to at thts joint in direction of building site. arrow. 13. Care should be exercised in handling, " erection, and installation of trusses. Indicates location of LATERAL BRACING 14. Camber is a non-structural consideration 40> and is the responsibility of truss fabricator. required continuous lateral General practice is to camber for dead load bracing. deflection. 15. Plate type, size and location dimensions BEARING shown indicate minimum plate requirements. Indicates location of joints NIIDROA p• at whichh bearings - �'� (supports) �n/CUr. PO Box 73%/SI Louis.Mlmu4631»I W001325075 1 1 5674127 'r j ®1985 Hydro-Air Engineering, Inc. I - l • CTEG gGssgGNmaNG, INC V08.23 J03 883632 &2 Rowland RJ Li TYPE e, 7/ ve o &a *& kay ^ t � � ; OF 5 1 CI 2 §| !: �! o ■ ,| , ! ©© � n, » ® n; * ` ■ N . Z § \ \ - ^, ! | fO 7®` :! ; r 2 _ cc0.- _ =w \; o 3x5 _ 3x8 = °°° 3x5 _ }\(!k!\ a a 8�» / »o«; 11-00-00 scan scan u\as se«, s1 / a} 7-1 ! | 2! /2sass Co r\ § \[ /ioo MIN \ 'P1/8" 43 SPACING REACTIONS L/DEF= ƒ q\ 7 s(MAX)) rVo \ /[ m! _> 0 q" ] \ {] 9`�s 0.0 - $ ! ENGINEERING - TRUSS 624 CONFORMS - `� REPETITIVE sr CHORD WEBS �wo28 2X/ °? § ` ~ } ° ( - ^ 4 HEM FIRq( fr > q : a c W > w! » -524 §r > aArt -a ! !- 1. mETHE W«E ,mc AT THE H�m. ff4 / § / / G / _ ( ) E . t. aP g y & �� °c k = lw! \• $ & B $ , it 4" « • %p # & * (ii »2 / ~ r : lf, w q% / \ 2J \{)/2 �� �ƒ f/ o; �e# 7 ;6!■/§ i s N� t © C w JUL 07 ! _i` ) // r a 4 I Numbering Notes bols T Sym System of this truss design to the LOCATION plate on joint unless supervisor. PLATE LOCH Center copieserection 1. Provide designer andat tightly against each 1'J, dimensionsindicate ns ohs are building to bear otherv+ise. later r members each lorillig in inches. Apply p Ja Q, Cut p{ truss at �R� o both sides of truss and J3 other. each face wane seat. J2 ppps 3 plaee plates on urely.Avoid knots and securely TOP CHORDS J5 at securely.joint ands at sec• length (±ne ORIENTATION o at joint locations. at'/<panel PLATE This symbol indicates the IS hord sPAn,\IV q• Locate c tDint.required direction of slots in from adjacen i mo+stun content of �„� connector plates. Ise noted, a{ time of 5. Unless otherwise exceed 19% shall not r lumber n is not noted, this detatfabrier secificot fire retardant or PLATE SIZE The first dimension is theOM CHORDS J7 J6 g, Unless specifically use with width perpendicular to BOTT applicable lumber. hrougbout or and •dimension Is J6 design preservative treated sheathed spacing, t}i X slots.Sec parallel to slots. Jt RE NUMBERED CLOCKWISE LOWEST JOINT chords m at 10 ft. the length 0 D CHORDS A 7• Top• provided at prescribed a . JOINTS AND TRUSS STARTING AS putllns require lateral bracing unless AROUND ELEFT. chordsotreaed l ceiling is installed FARTHEST t0 THE FROM LEFT TO RIGHT. 8. Lidi ns If n0 at prey DIMENSIONS Oimensions shown as DERED FR spacing noted. components are the WEDS ARE NUM otherwise itie-in comp fi 0� g 07-05 indicate C to e ty o or less shown. n floor F o linen. ,• It panel is g, therwi a of others unless o g•_7 5/1s 1. COPE APPROVALS: responsibility construction m greater only, ti.e• OR pLpTE 10 Do not stack on truss snort,dimensions could.e CONNECTOR at induces loading 10 shown in inches riot to 1Ut6") or roof t n loads. truss without p than design r alter 3 ICC 17 06 11• Do not cut uces loading engineer. insure approval n loads. is responsible to. to %FHAp 1031 n hereon is applicable LOADS Additional l c,on load°t 15g1 3gp7 12. Building , snow ling, 50 psi applied onthat loading hand In this chord. 1building site. exercised in panel.on 84960034-N: 620�2 should be ex trusses. ncentra i ed W1cf/olLHR 13. Care and installation ofconsideration Additional coerection, fabricator load of 167D lbs.applied IS a non-structural truss toad 1670 at this joint in direction of 14. Camber he responsibility camber for dead Iand I$ tactics is to carob on of arrow. General P sjons type, size and locationegl�fements. deflection. 15 plate jcate minimum plate LATERAL dRA�INGndicatasco�tt�uous lateral shown required bracing- �• Inc. O+A�R� ®1985 Hydro-Air Engineering, of joints ��,ya„wse„a, REARING Indicates location of �s.ax.�°`°�w,77, ,��opo, at which bearingsPO Box MC�� (supports) occur. I