C04_Attachment 3 Plans.pptx

I /Slm. U!£ r / W.m<U:• awcacttero m

SECTION "A"

SECTION "B"

Ovtllllt.lO DOOi! BASE SCCIIO!I

SECTION "C"

r.o. J,.,., IIMt n:cl'IOti 114' l)()M 100·-o· A D E A • • r a ..

fu Wt stcnotl A • .I 0£lAI. A ------lf--4--SII

CETAL C

Dlo- ¾ /5 � h 11£11.l. D "'

SEC N "E"

SECT "r" A E OYtllHWl 0004l BA$£ S(c;iioM

DSH.

APR.

APR.

OAlE

ANCHOR ROD PLAN

NOi£: U o- Pio\•• O 100•-o• (MISH R.OOR)(VNILS'S NO'llll) MQfOft R(IOS HAit:111:EN DESll.!\'CO W.

Pftt)J.

roo Sl£AA ml rolSIOH 1.0AOS OOLY, 1---1-----1 P£R Al'PDl'OIX O (8 l,(:t Jl8-08.

1/2' I 1/2' DESICII Of $VII ANQ£S. 'IEl'ISIOi PLAltS. lf�PiNS, AllO Atrl OnlER Dlllf00£D IIAIDl,ll Ill 1111:

� 9VU BE t'CltRMIIID BY llll: fOUNOA'IIOI, ()[SIGH EllQN[[I!

Al«> PROl\l)(D BY 0lliffiS.

AHOiOR ROO f'RO,£C110N IS fRW BOTT� � BASE Pl.Alt, � GBWI J> ercwro 1'

3/4. 1 1/2' 11r J 111• I' J 1/2'

1 1/4' J 112· tW r/tt W&o:

ANCHOR ROOS (BY OTHERS)

FRAUE UNES: 2 3 4

1°1-----------------------------*-1-"'�cot.VIJNLINE

RIGID FRAME:

MAXIMUM REACTIONS. ANCHOR ROOS, & BASE PlA1£S Column.Jleoctlcn�k ) Lood Hmox V loo Hmln V Bolt(lil) BoseYklle�fll) Grout

2• Frm Col Isle Une 2, 0

-5,0 0,6 -10.1 -10.3 9.9 -10.3

2 J 2• Frome lines:

RIGID FRAME:

MAXIMUM R£ACTIONS, ANCHOR ROOS, & BAS£ PL.ATES

Base..Pklt�ln) Groot

(In) Frrn Col Uno Line 4 0 -6,8 0,0 A

0.0

-9.9

RIGID FRAME:

BASIC COLUMN REACllONS (k ) -----Deod---- -----u�--- --Wlnd..Lelt1- Horlz 0.6 -0,6 0,8 -0.8 Vert 1.8 1,6 1.6 1.8 Horlz 3.9 -3.9 3.9 -3.9

Vert -18,7 -10.3 -18.3 -10.6 -WindJUghl2-

--WlndJ.ongl- --Wi11d..L01192- -SGlsmlc...l.eft

Horlz -0.1 -0.1 -0.1 -0.1 Vert 0.0 0.0 0.0 0.0 Frame Column

Frame Column

2• frame lfllos:

2 3 -Weil -C-OI Loe Line Une

BUILDING BRACING REACTIONS

i. Reocllons(k ) -Wind - -Seismic - Horz Vert Ho.-z Vert -Wl1d.Jllgtit1- Horlz 0.3 13.1 -I.I 12.2 Vert -10.3 -18.7 -10.6 -1a3 Selsmlc..Jllclh\

--l'lind..Left2- Horlz -12.2 -1.1 -10.7 -0.4 Vert -11.3 -2.9 -10.9 -3.3 -Selsmlc...l.Ollg H01iz 0,0 0.0 0.0 0.0 Vcrl -0.1 -0.1 0.0 0.0

ENDWALL COLUMN:

0.8 rrm Une 1 l Col Oeod Line Vert D 0.2 C 9 o.a A A B C D C B A A B C D 0,2 0.3 0.8 0.6 0.3 Wind r,m Col Suet line Line Horz 1.9 ◄.4 4.4 1.9 1.9 ◄.4 ◄.4 1.9

ENDWALL COLUMN:

IAAXIMUM REACTIONS, ANCHOR ROOS. & BASE PLATES

fnn Col Line line D C B A A B C Coital Vert 0.1 0.2 0.2 0.1 0.1 0.2 0,2 0.1 BASIC CQUMN REACTIO�S (k ) ---Live--- ll'uld...l.efll WindJllght1 Wlnd_le/12 Wind.)llght2 Vert -2.7 -8.◄ -2.2 -◄.8

-0.1 0.0 -1.0 -2.3 -5,7 -1.7 -4,8 -2.2 -2.7

-8,4 0.1 4.9 -◄.a 0.0

QO

u -2.2

-6.4 -2.7 -2.2 -◄.6 -8.4 -2.7 -5.7 -2.3

-2.3 o.o -I.0 -to -2.J -5.7 -l.7 l'ltnd Press

l'lind....Longl -7.8 -5.4 -7.8 -5.4 -1.6 Wind....Loog2 Vert -5.4

-0.1 -0.2 H01z -0.1 -3.4 -0.2 -0.1

0.0 -1.6 -0.1 -0.1 -0.2 -0.1 0.0 -3.4 0.0 -0.l -0.2 -0.1 -7.6 -J.4 -1,6 -5.4 -7.6 -3,4

I.I 0.0

1.1

-W-idth L-en-9\h--Th-ick--(I-n) -

PARTITION WALL COLUMN:

0.0

BASIC COLUMN REACllOHS (k ) W,nd ---live--- Wind-1.eftl Wind...Rlghtl \\lnd...lefl2 Wrld_Rlght2 Press

Hon 0,0

Frrn Lhe 3 J Colla! Vert 0.0 0.0 o.o

0.0 o.o o.o 0.0

Wlnd....Long1 0.0 Frrn Line 3 Col Dead line Vert

Wln<I Col suet line Horz

0,0

PARTITION WALL COLUMN:

LEW I

f_SW A aR_..Is.Ww o5

Panet-,Sheor (lb1ftl Wind Seis lfote (I) (i) (l)Broclng ln roof to rigid frome MAXIMUMREACUONS, ANCtiOR ROOS, & BASE Pl.AlES

V VrnQX

J frm Col Line LIM e C 8 2.6 2.6 2.6 2.6

0.1 13 -2.3 0.2

0.1 IJ -2.3

0.2 0.1 o., 4 Bose...Ptote<rn) '1'1dth Len9th Thick

Crout (ki) o.o 0.0

NOTES FOR REACTIONS

Buidlng reactions ore based on the fllllowlog building data:

Width (tt) length Ch) Eave Helgflt (fl) Roof Slope (r'lse/12 ) Oeotl Load (psi ) CoUoterol Load �sf ) Roof live Lood sf ) Frame LJve l,ood p�f } Wind !ipeed (mph J Wnd Code Exposure Closed/Open Importance W"111d Importance Seismic Seismic Zone fO DescriptlOfl 50.0 = too.a 16.0/ 16.0 1.0/ 1.0 to 1.0 20.0 12,0 132.0

IBC 15

= C = C .. 1.00 1.00 A Oea<f+Co\lat�ol+llve 0.60ead+0.6W111d_Left1 0.6Dead+0.6Wiod.Jlight1 0.60ead+0.6W"ind..Long1l 0.60eadt0.6Wind..long2L Oeod+Collaie,ol+O.75Uve+0.53Seismlc..left Oea<f+Collateral+O.75Lfvef0.53�!sinlc...JUght 8 0.60ead+0.61'Md..Rlght2+0.6W!nd_Suctlcn 0.6Deod+0.6WindYressure+0.6Wlnd....LonglL 0.60ead+0.6Wind_Suctlon+0.61'1ind....Long!L 0.60ead+0.6Wind..Left1+0,6WII\LSuction 0.6Deod+0.6Wind...left2+0.6Wll1d_Suctlon IJ 0.60eadt0.6Wind..Pressu,e+0.6Wind...l.on92l 0.60ead+0,6Wind....Rlghtl+0,6l'linLSuctlon 0.6Deod+0.61'1'1nLSuctlon+0.6Wind....Long2l

DSU.

APR.

APR.

DATE

1f ,w-o-on-�nm s n'-9" T g5·-o· 2�·-0· T 2s'-o· Oh--.......-r-1 A!' -1.ll!

£-1 ot'1-1 l P-"'T-\ P.?IT-l ... ,rr�, P-lfr�I J t l I � 1'-1 1lft-2JI ,P',.,,.,.

I flf2-2 <jt•y' v!Q�...

Ill-♦

OH

fifl-2 I I I I I I I I I I I I I I /'P-l\l)l>J ',,, •-<11)1)} r-,1,wl I I r•t\l)P/ ', ,, 11>-1"' ,f{J" I I I I f<fHII

ER-2

AFl-2 I 1!1'2-2 ', Ill-� I I I ff¥-...,,.,,," I I I .v,'I,," I I I 1.-, t-1 A>4-_..., �w

ROOF FRAMING PLAN

OSN, APR.

APR.

DAl[ Ill 111% 1K ,.,.

•••""w".". ""' t t(-0• lf-0 ,,,.,..,e,,.,oo.,i Ill

!iFt.lCC 11'"1< 51'-1 51'-2 FUNct DR� ro,c (1 or 2) (1)l!J>91h:lllJ On• • {2) Two Sldo A - 2X2Xl4Co A•· ,-91 • -------r ���------------------------r------------- r I r-----------r�! r .i.ll ---- -J 'l\rl-2, llff-2 �I 1l/i I I I I I I I i 'i t I

IL

0i

JI

I lt-t.

J1 I �r¾-i ♦ I b;.� �=ii I '7i �I I I I I i I FHSII FtOOR l 1•'1:::,.._ :Xt-o· OUT-

,; ; SJID

MAIN FRAME ELEVATION: FRAME LINE 2 3

GENffiAL NOTES:

SI:£ Rocr FR� PWl AIIO SIOEWAll. W.VAllOIISf'OR IIM!I fl!AllE flEC( MAAKS.

Sl'UOC M<JII SP-1 Sl'-2 Ltn Ill 2· I 3 4• Width Thl<k L 1h g• 1/2 l-0 13 18 'S/8· •·-• 1J 16' 1·-.

5'-1 I 6• ,Lfr ,•'t::,,._ i" I I I I !L.J Vl I I I I W!

·:i:

J J 1.!!

i

MAIN FRAME ELEVATION: FRAME LINE 4

OSN. N'R.

APR. D>.1[

GENERAL NOTES:

SIT ROOF fRAl/llG PIA� AHO SIOEWAU. EILVADOIIS fa\ � fl!AME PIE(£ MAAKS.

AlUS These drowlnga ood the ~tol buBdln9 they repre10nt a,e the produet of Schulle BuAd!11g Syslem$- 17600 Badll<o Road, Hockley, Texo,, 77H7.

The engineer whose a.al oppe<Jra he,eon Is em Systems ond Is not lho engineer of record for □mi MffiOYM· 1HCS£ OA.<N>I°" fllll<O n)II >M-IJ.. AA£ 0V DalllllOH NOi F1N,Ol. NIil Allt l'0ft COi<aJ>nlll. "°"'1:sDIIA- OHLY. llOI I'll.,,_ IS10t<mJiV l'i<ortl'I l>fflJ<Hfl•110N tJr 1l<t -, l>OCUl«)ffl. 011.Y ORA- lSSllD "fl>R C(lf;!lllllCllCN' CIH 8t

- .. ctMUTt.

DL�..;.�oo,;o ftlR l'll'IIIT, ,- er OONl\Ofl NOT nm.

Pf nur. A'S A M1..-,uiw. ,.;cc M� AA( NOT ICO<Mf,l), (li�y , O-A.AMm'<GS.IS9JOl "FOR CO!SOOCllCN' CNI llt C()OISIODW) AS l'V'I ttR WISJXUC'D(lt lO.Jffi.ll.ORA.'MttCS.

N� OAlE ocsaaP1ION flY

RS

A 10 II 18 fMf'tRIIII'

0 II 6 18

f(IR COIISIRUCllON

100'-0" OUT-TO-OUT OF STEEL

G-5 8X25Zl2 6X25Zl4 C-6A 8X25Zl-1 8X25Cl5 8X25Cl6 2s·-o· 25'-0" 25'-0" 2s·-o· £-1 J'-0" G-5 •a:,) . I .I G-5 <O ;,I,, a:> ':.I,, E-t E-1 G-6A G-7 -1 G-8

OPEN T

n

EC-1

GIRT LAPS

REMAIN

3•-0· b h I cIo

3'-1 31◄•1

3'-1 3/4"

RF1-1AL

SIDEWALL FRAMING: FRAME LINE A

Cp Cf cp cp I

RF2-1

M

EC-3

rff-s2 3-r:.4"7

I

TD52 I

ft0 ;..,1 bI . I I lw §1050 ··I IT Tl r-r@�i

I I

I

IF. FLOOR

1, <2> 3070 1-

, FIELD LOCATED'

cp

FL-22 : .aL·-------------�

1 7

_ -f .l.:C5:t.J.)F!..!,L. -�3t!...:�20�·-..:.

!2=-"------------------....uFL.;;;;22• a"

□ r.

j □• b I

J �I I I I

,l �, I I I

J P:� -::i4: 11-o· 10240 I I b b 0• 0• 0• 0• 0• 0' I I I 0• I . I� co cIo cIo co co cc,..-

OPEN TO REMAIN

0• 0• c..Io.

U..)'...

-I co c-Io c..'.o..

c...Io..

l ..<..O..

U...)..

b i�D b t..o'...

.0 I ..... U..)...

..... I u.

V) nm40X I I I I I I

OSN.

APR.

APR.

OATE

fl-59 : 20'-2"

SIDEWALL SHEETING & TRIM: FRAME LINE A

PANELS: 26 Go. PBR - Saddle Ton GENERAL NOlES:

1RIII IS FlGUftfJ) 1111H 2• IR!M LAP U� HOlEO ON A. OE'IAL HEID CUT PANf ¥LS nw.<to 0!'£NIIGS, WM.J<OOORS. ANO Y,\1100'1/S.

FORM!D BASE lRI� f USED) lO Ill f1Wl llln:RED AT CORl«RS.

8£\fl.CUT DIO'NAU NIELS A.S R£QUIR£0.

nDll SlOT CIITS AS R£0U1Rfll FOR CABI! BRACE w:ARAIICt'..

These draw"'9s ond the metal building they represent ore the product of Schulle 811ildln9 Systems- 17600 Ba<llkc R The engineer wl\Oso seal oppears hereon ts Systems ond Is not the engineer of record

100'-o" OUT-TO-OUT or STEEL 2s·-o· 2s·-o· 2s'-o" 25'-0" -1 I <D 3'-0" G-8 E-1 G-7 -1 G-9A E-1 G-5 a) I in r, EC-3

GIRT

LAPS

OPEN T

REMAIN

-5 9---{7 ·d I 6 / G-9...._...._...._.-I)�._ �I ,,, BA1

..J n

RF2-1

RF1-1AR

SIDEWALL FRAMING:

RFl-1

EC-1

FRAME LINE D

:r-1 3/4•1

3'-I 3/4" G-5 ...1,(�5)1.1-Fl=..L-..:.3'-.!.1..:.:_.2._.0:...'-..!,2,_" Fl-22 :,....,B. "

1 7

�_TD_ -1 .!.F-=-.L-22: 8''

b

DI

_ ID

. I ri:

TD40I�□I:

I I I I I I I o/71'11

I I 71 l l I l

(J)FL-54: 17 -0"

_J 1024-0 T040Xjb --- b

•0

I I I I I I I I

OPEN TO REMAIN

<D u:>

I I I I I I I

VJ

Fl-59 : 20'-2"

SIDEWALL SHEETING & TRIM: FRAME LINE D

PANELS: 26 Ga. PBR - Saddle Tan

OSH.

APR.

APR.

OAlE GENERAL NOlES:

1Rll,I IS FIQJl!D) 111111 2• !RIM IJJ' lJIUSS NOltO 00 A OCIAL flfl.O CUT P.ANB.

fS fR.IJl(l) �GS. WIUOOCflS. AA!) 'l,\IIOOWS.

fORMD> BASE lR1II If USW) TO B£ l1Wl UITERED AT OORlfJ!S.

BNl.CUT DlllVAIJ. ANO.S AS REOVffll).

flfl.O St.OT CIUS AS RtQIJIRrn fOR CABlf ffiACE cw.RI.NC[.

a

Rotter

11 3/4" .Al" I u 'a, I lo I I I I I j I rr1r, 'a, I I I so·-o·OUT-TO-OUT Cf" STEEL A

14'-9 1/4" 20·-o·

ER-1

C

_.SA.I ----

J-11--------"G'---., 1 ------I_Q::L

DE.TAIL 'A'

D -1 G- @-- 7 C-2_ l ---------------- I O

EC-1 EC-2

l3•-0· J C-2 c- 0-2

JI

14'-Q" er r

1◄'-0 1/4" I 1 ,,G'-"-2"-+------->. .

--I� I I I I I I ;ill

©-I\ I I I -----0 ---I ---------- _,J ---- t-;::j

EC-2

EC-1

,l. 3•-0- ,l.

SECTION 'B'

ENDWALL FRAMING:

FRAME LINE 1

DC:::.

T

-.::JO

bl b b ii 'j 'i I ,.,I, nf f I Fl-52 :

11-55 : 1144•-••·-•o '!040I nms1 In J J T 'a, I N ;.I._ .t., N s.

N

- ';-i;., I I I I l:i !:i�

OrJcmb-

Gtt� r Or Jcmb l::::=::====�G;a=a<=-iJ

DETAIL 'A'

BOLT TA FRAME LINE 1 LOCATION ER-1 ER-2

Cor_ olumn/Raf lnLColumn/Rof o b n-s9 : 20'-2·

ENDWALL SHEETING & TRIM: FRAME LINE 1

PANELS: 26 Ca. PBR - Saddle Too

(2) ¾"x1V!"

A325 Bolts w/ Aat Washers EC-1 EC-2 ER-t ER-2 DJ-2l DJ-2R

DH-1

G-!

G-2

LENGTH I 3 4 I 1/4"

1 11/.4" I I 4" 8X35Cl6 W8X10 8X35Cl2

8X35C12 TS8X3X3/16"

TS8X3XJ/16"

8X25C16 8X25Z16 8X25Z16

CONNECTION PLATES FRAME

D

DSN. APR.

APR.

om:

GENERAL N01ES:

1llNIS f10Jlll'J) ll1nt -r' 1'lllW UP llNllSS k'OlCD 00 A OETAL flDJ) CUT P,lliELS Al FR/JIIll �!NCS. W�OO!!S. AAO W>IOOiiS.

rORlltD 8 (If USW) 10 Bt FIIID IIJlER£D AT COllllll!S.

BNl(UT Fl!lO Sl.01 />NIELS AS R(QIJl!l[I).

AS RE/lW!ID rOR C,1.81£ Bl!ACE C1£ARIJ«£

DRAWING STATIJS

A

II J/4•

41· 50•-o· OUT-TO-OUT or STEEL D

14'-0 1/4"

I r j

11 J/4" 1•h_ b I l

EC-3

OPEN TO REMAIN

r

EC-4

8X35C12 W8X13 8X35C12 8X35C12 8X25C16 8X25C16 �---/1---€)_11 ---'"-""-----@)--➔'-------->!;;:.:l---------!------='-----@--i, --It I I t I j I 1 I I I 1 I I I I r c

EC-4

EC-J

ENDWALL FRAMING: FRAME LINE 5

o

bl .i.i..,

'o

-54; 1,-0 J

TD2◄0

i.lJrl R

�TD40

�I

OPEN TO REMAIN

J

ENDWALL SHEETING & TRIM: FRAME LINE 5

PANELS: 26 Ga. PBR - Sctdcla Ton

DSN. APR.

IJ'R.

OAlt

GENERAL NO'TES:

1l!lll IS F!CUl!!'l) V,1111 2" 1Rll l,11' UlilSS IIOIID OH A OCTAL REI.I) CUT PANEi.$ AT fRAIIEO OPO!lllCS, W.llltOOORSL ANO 111!100.S.

F()RMfl) BAst (RM {I' USU,) TO et fl[U) MllEREO A1�S.

n81a:.\otlWT ENOW/il P.ll!EI.S lS llt00R£0.

SI.OT C!Rl'S AS REQUIRE!) l'Cft CAlllL OOAct CI.EAA.IHCE.

DRAWING STATUS

A Roller 50'-0' OUT-TO-OUT OF S1£El C 1s·-o·

DETAIL 'A'

SAi 'b ...I., 'to -1, J ..I.., 'to I

MEMBER TABLE FRAME LINE 3

MARK PART

DH-1

I -- a·--·-·---·---·--

PC-I

l 3•-0· l 14•-o· ,·t::,._ W8X10

TS8X3X3/16

PC-1 0J-1L DJ-1R DH-1 G-2

G-10 G-11 G-12

TS8X3X3/16 8X25C16

8X25Z16 8X25Z16 8X25Z16 8X25Z16 Or Jomb

(2) ¾'xi½" A325 Bolts W/ Wosher

CONNECTION PLATES FRAME LINE 1

DETAIL 'A'

PARTITION FRAMING: FRAME LINE 3

Gkt� r Or Jomb r-JO I I lo 1-- 1· 't:::,._ I lo °'?I lo lo J, J, I Ml I i M I n.-55 : 14'-4" _J n.-52 : 14'-4" I 7ros1 b 'i,, b J ½ I 'b I !2 !2 ·!2' .l !2 .I !2 .I !2 �r.-!.

�t8 C:ii

SECTION 'B'

IID◄OX

PARTITION SHEETING & TRIM: FRAME LINE 3

PANELS: 26 Go. PSR - SGddle Ton

DSN. APR.

APR.

DATE'

GENERAL NOTES:

1RIM IS nruREO '1111H 2· 11!111 LAP UIUSS IIOIEI) 00 A DETAIL nnD COT PAHi!.1 $ FRAlltl> OPDll<GS, WAIJ(OOOIIS, 00 'MIIOOWS.

fllRMOJ BASE TRIM F UstO) TO BE nD.ll Ul!DIID AT OOftl,{RS.

l!f\neUT OIOWAU. »111.S )S ROOIAAl'.O.

nllD st.OT Gll'IS AS RE roo C�ll BRAC!'. CILIRAN<:t.

Br-Pm fn4•dl

(2) 1/2' X I' W. Bdh 5/8'• 025 lklt, Cd4fffl11 &,&,di ColllM ••••l.

l LW. Crum Coldl«m E,,d Roft• ll<trkScttw FJysh Eod:«91

(2) 1/2" X I 1/4' II. lldt, &.dNRott• ra,. S1Nt OIW R•ftlf I I I I ,,I,,o-----o-,-, II I

LW,C\'I

s.w.G'rl

-NO.

S01 seeuon Thru Rake af Cold-fonn Ratter Cold form Column to Cold form Ratter E 'I I •,',of'------o,-..

: L-----..-J I I I I I I I

LW.Qt E.W. Gt\ tlolc Al COM"1kft bdl• er, I 2• • I' ,noclh boll, .,,.,.1olod.

S02 Hot RoHed Column to Cold Form Rafter

IIU.IIHO

S03 rt-71/r lAIP (4 Solh Told) 2'-1 J ..

t-13 4• I I

I OI

(-31/2' UP

($ BCl.15 lO!!l) �IJ961M)''tlr/ IMltW !}.'!Teq�f.' Broce l 3/4' I o I• &'•J 1/Z' lap (& 8dl1?otol) fm9<8r0<0 Nole Al COMe<tko l>ollt ere I ' x 1m• <ld>ht bd1o ...r... ll<ll"1

IIIAIH:1111.

Gld fo Hof RoHad £ndwgH Cofuroo ConnecHon SD44 I ..

� J

1'-1J/4' f-1 3/4'

2'•31/2' t..., (6 Boll• Told) Inferlor Boy Purlln rraming

SOSO

Interior Bay Girt framing S051 Eqya strut to Cold Form Raner Connecflon S015 (4 Bdl, lold) Simple Span Girt framing ko\t: II.«mt<llm b<ils •• I • x 1• raodmt bolts ...,.., ootod.

OAAlliC 1111.

SD52

Secflon o! "C" Corner Column Fli.illl!M.dl

SD21

1/2' XI 1/4'

II. Bdb I 1 4' 11 ' [ave Strut ot Interior Column By-Posa !liltrot

SD59

OSN.

AFR.

N'R, OAlE

CENERAL N01ES:

fil �A�Wls��� =s.,=�ON, mo CVNllTY.

WMl Pill!!l.S, P()P wrs. ANO £Alt TRII ro 8£ INSTAUfO BEFORE ftW 1119..UT10't.

rOR CLAAllY Of IIE'IAfL ROOF' IMSI.\A110N IS NOT SHO'Mt 1•1110£ x J/32' TAP£ S£Al (G'PllttlAI.) UUST 8f: liPtCfl£D OIi 1H£ - (ll!l)ER, 1RIU PliOftt MAY VARY.

BIid Qu><uo..froe Petal Rod llfoa .tablLBr0<t to £rom1Qttlll ll'dlPon� ll«nbo' Sau (12' O.C.)

Bose Gil Qoloi NOTt:Amiwnwno!l4• eo.. Cl>Nel !

M� (12' _fu .';\, •.•,,, I• :,:·:,• /':;-'' U""""'Sa..

��:o.c., !q."t.�r-· 841t- (fl-60) B,m Petoi 1/ Sbee!io<J IJotch w.lP<IMI M...w Satw (12" O.C.)

(R.�) Bose Ddoi w/r, Sboet!oo North 'l'dl p,..,1 llffl\bcr Sctc• (12' O.C.)

��r· Bo� 1·., (fL-59) llgse Qetol •t• Sfle•lb9 ti91<b

tor Roller S..tfgJ '6" Roof t'<>i\mas; ,,. 1 7/8" Sdf O,it,9 SCIOY lq>ltt - Slltdi S<rn la,c; UI• fcnlffllfS 112 • 1 1/4' Sdl Ml>9 Scrn • llcr,,b« SQn Wdt Cmlmn 114 • 7/8' Sdf lllll19 Sa,., l�tt - Slltclt S<ref w,9 i.w. ro,lc,,,n 112 • 1 1/1' Seti t:1111>9 S<rn - IICIIH s.r..

Jan [q,Jg,u; f14 1 7/8' Sdf t>tlt\g Satw lq>ltl • Sutdl Sctc• long 00 f0\1.-. 112 1 1 t/4' SIii �9 Satw • Mm><r San 4)11'. £o!llll!!S #14 1 7/8' Soll�Saulq>l.t • Slltd> S<rn Loo9 IJ, Foslawra 112 • 1 1/4' S<lf MDl9 Sae• - MmM San PqjllM [q,tg,qs; IH • 7/8' S<!f llo1l,g Satw lq>ld< - SUldl Sa"' l«I�Ufl follM<ft #12 K 1 1/4' Soll l.'ltli\9 Sctt1' - M<nM Sa" �wo;.114 K 7/� Sc!!Otli>9 Scle•""1,lt - Sutdl Sctew lalg Illa f<»IC1111 #12 1 1 1/4' S<II�I San - M<m>lt Sa ..

$ltd toSic; Coi\11)11'.$ 112 • I" Sc(f Or1!"9 Scf•• '11/0 Woohcr - Wember s,,..

(MSI)

fi[l;. fl0-16 I I' S<lf Drlhg San W/0 - ..

ll1llI;. Refcr to 0.toh c"4 Se<tla,, I«� ean t)l)t', locotlono, cnd "'°� •T<ft Seo1<111 1/r , l/J2'. 1S'-o' (ft9!45-H) .,,,.Seoicr>I 1· 1 J/J2' 1 u•-o·(119ll$-1) Ill).

SD66

Coble or Rod Brae� to [rgrot �n�cH� Base PodlUoo Detans S073 l)IUWt,: lQ Bau Angle w/T,100

SD74

Purno to AnU-Roll Clip ConnecHon

SD115

Sew Size Hote

TDOOO

llm!t>«S<icr� (t., Noted) 'PBll' 11\:1 Pcnd f'iml full,-i O.IQI $ltd Ult Otlol 'A' anMts for roof.

(S6UPdtdlql>S) ac•\

I &J<ft Se.nit d, ' m-o.� Stea tint .fu!!ll!L.ill..qfw.�onel at WoH rosfener LocoHoo "eJ!B" ego1! at 82:l!f

TD7

Pie formed Ridge Deton - PBR .. lo o J:12 Rool SIopt IIAA'IOIQ No.

TD8

Sin/I• flM Trtn (f\.-J1) fq, BMt (60' O.C.)

llmw Sctu

S!I ID-7

Vembor Set..

(12" O.C.)

EM Strut Lpw Eave Q@laR - PBR Shfl• EM Trln - ShNltd ll'dl -Ill).

TD17

f&t- (MSI) (ot £odl Um!>ef) R<A•mit (SAi) R<A<tfllm M<ll'k Set.., (12' O.C.)

Sutdl Screw (12' O.C.)

Rake Detan - PQR Stor.dcr4 Rct.t - S!lfft+d lkll W."111).

TD35

DSN.

APR.

APR. OAlE

GENERAL NOTES:

fil�A�:�s��'.\'�\�fl:1:'tii�� AHO OIIMfflTY, W.111 PNlELS, POP R11£TS. AHO EA\C 1Rlll TO BE INST/.U!D WORE ROOF MUI.AlKlt f(J(\� �Pr�ROOF IHSWTION IS HOT SH0\111.

! liJ1�•uivARF (OPllOIIAl) uusr IIC SP££ffll ooM WOftl( ORO£R.

E.W. P8\d SUlcll Saft (20· O.C.)

llffl'ter Sat• (12• C.C.)

lo+k Ca:va:Odol

Section ot Comer - PBR s.w.p.,,.; Siitcll Sa ..

(20' O.C.)

Memk Sa•• (12· O.c.)

f!91Uh?n 9uur Ptlol E G'sl r,crna lm,lltmbir Ja1'b J �Tq,,·Seat Al e...�)r�M O«t lt"1'bd Sat• (It• O.C.)

Hmlnn--� .\lnb�� ���qraat-(llfl) Doot ..lri fost'"w (N'I) Scrtbn ol Gkl Of kdrd'tl fmd Emt!a m ke4iff (12' O.C.)

(I-f ll<mbctS«t•� bfln u...t) F.O. � Tm>(Oplloooi) ro,1.,.., (11ft) (12' O.C.J W Tm, (11-!ll)

(12' O.C.)

Pdod £o,t)q ptf Vest.alt 'fdl Pold� r(o12,l•MOW.C.()Rll) llm" Sae• (12' O.C.)

iltod<f Lizllemlx,- Sao• (12" O.C.)

Ol«>wrbimu...t) H,o�Trm

(IL-52)

� �W-> Htod Ddol f<t ffqntd �r,,h� �(ILt-oSOd) Trtntz1f.OT.rCim o(�wllotod) llwnb« Sa..

If O.C.)

Mllrb<f S<t..

Sil ra,t,,.., (Rfl) (12• o.c.)

(12· o.c.) :t br¢f1'IW Ith """') W<i!PaMI SI o.tql fg (UIJ!!4 °"Mt!A SIHm SaH (12' O.C.)

ll!m>!f San (12' O.C.)

SI

al!II�rcomcd� l'q frnd Q<m

TD40

TD40X

�cllon al Partition Corner - PBR Eave Cutter Rrh..Irm

IRA-NO.

TD50

Jamb Detoll f"or f"rgmed Opening - PBR =:t T051 10·-o• eu.tlnllwo Voot

(14) Pop Rt,eltu

(2) B- T� Seal (SO') I ow Side fatt TriD -L :.T� (16') (�) Pq, Rt,e!

Hinh Side Evve Iciw ConJlnuous Ridge YeotHgtors - PBR not9ctt !1<.lltfO!f).

TD75

Cgner Triru Trim Laps - Stondqrd Profile

TD85

SV!cll Scrtt (12' O.C.)

I I I I I I I ------ Wall Panel Member Screw (12u O.C.} Header Channel �re lldd ooldl wa1 fctm,r(IISI) (AICO<l>lltrr1;tr) lllmber Scrn (12' 0.<).) =�==�= .��:11rrm Roof Partition Jdm DelaUs Drip Trim (fl-54) Open for Passage MAlliC NO.

W.IIOINO.

TD211 Masoncy and 0oon Idrn Qetons - Below EgV§ T024O framed Opening Head and sm Qetaus

TD52

DSN. APR.

APR. OATE

GENERAL NOTES:

� �A�?is��S�S.���Otl, MO QUAlmY.

II'�P#DS, POP Rl\'£1S, ANO E'A\£ 11!111 TO BE 1/lSTAllfl) 8D'Ol!E ROOf INSUI.AIION, F_llll.ctAAl'Ml:�.Al. ltoet' IIISI.Ull0!1 IS IIOT SMO'Mt A I \l,ll)[ • 3 32 TAP£ SUL ((:jl11()NAl.j U\JST 8£ wanro OH 1ll£ 'IMl( ORODI.

TRII PA M,._Y VAA¥.

image9.png image10.png image11.png image12.png image13.png image14.png image15.png image16.png image17.png image18.png image1.png image19.png image20.png image21.png image2.png image3.png image4.png image5.png image6.png image7.png image8.png image22.png image23.png image24.png image25.png image26.png image27.png image36.png image37.png image28.png image29.png image30.png image31.png image32.png image33.png image34.png image35.png image46.png image47.png image38.jpg image39.png image40.png image41.png image42.jpg image43.png image44.png image45.png image48.png image49.png image50.png image51.png image52.png image53.png image54.png image55.png image56.png image57.png image66.png image67.png image68.png image69.png image58.png image59.png image60.png image61.png image62.png image63.png image64.png image65.png image70.png image71.png image72.png image73.png image74.png image75.png image76.png image77.png image78.png image79.png image80.png image89.png image90.png image91.png image92.png image93.png image94.png image95.png image96.png image97.png image98.png image81.png image99.png image100.png image101.png image102.png image103.png image82.png image83.png image84.png image85.png image86.png image87.png image88.png image112.png image113.png image114.png image115.png image116.png image117.png image118.png image119.png image120.png image121.png image104.png image122.png image123.png image124.png image105.png image106.png image107.png image108.png image109.png image110.png image111.png image133.png image134.png image135.png image136.png image137.png image138.png image139.png image140.png image125.png image126.png image127.png image128.png image129.png image130.png image131.png image132.png