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Home My WebLink About901 Cornwell Rd 00-2591 (a) addition} C(01 C�rn�J�ll dol ZONE CONTRACTOR ADDRESS _ DATE P�-oacf - `'' 0 PHONE # - �-) ,?2) LOCATION GC ni OWNER ADDRESS PHONE # v U PLUMBING CONTRACTOR ADDRESS PC b PHONE # ELECTRICAL CONTRACTOR f:�L Comm ADDRESS PHONE # (� MECHANICAL CONTRACTOR t '1/ ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS (��) FINISHED FLOOR ELEVATION REQUIREMENTS (��) ARCHITECTURAL APPROVAL DATE: SUBDIVISION: PERMIT* # 00 - X5q JOB1 _vAfud- AcCc�/) COST FEE STATE NO. FEE $(PI FEE $ FEES / O I --- LOT NO. BLOCK: SECTION: SQUARE FEET: cc� MODEL: OCCUPANCY CLASS: INSPECTIONS I TYPE DATE OK REJECT BY FEE $ ENERGY SECT CERTIFICATE OF OCCUPANCY ISSUED # '" r -2,5 c -i DATE r I J , FINAL DATE ddd CjUQ EPI: I a '--- 7_- - -_ -- - - _.-_..._-_ I • • , _ . r: 'I" r .I 1 , I' - ' � '.` . .. - + . __ _ _ . . +� 1 t �.,, :fes _tea.. AF.. /i1t� 1 A'f �,~. � I I!<('�aL r>ti� K,R.:s��~lME . __ . p �_.____ _ t _' il� _ .. _. ttl [a.oil fti A L I :.:ti_:L - tZ ,._Sca:U.111_ :.,.' - .... -. ..__--__ •.... . Q., . Ml• N _ ( -70 131,;41,.:►�ttus._.�A\�5-s*.i_� - ( ----�� y i Ri�i1�1 t t (� _.. oma- =�� - _ ) GU A W.. • , .1 , ------ I - i -� \ .... I i X i r._. -..-.!...b. -- i4 �fFl.�! Iv . ... N - Lq.._..tt ,. .CPQ .... _ - _ .i -- �_ ,� 8t- t . I -'�" -- �--- _ .. _ bP+ ,s , ., :.,'. y >� � � c l�, ,..� 1• �_I`� _-_......................._. _.- T-, - 1 h... .tl.k)-liia w"e_ Ka Cte__:..__..._._..._ f I .7 C7-...;. . �. _ .�� _ - .. 9 ,. .. y f f s .� - C-1 _.:.. w►I 'a?`' _ t a w , ;. ,r. T°® .. _ .. _ VVV I . � .. . . . ( 1,' w.._ .I 2.6._-....._.._ y 0o c . C C ..k !,I1 1�+..1,.>t.., 13 o 1�.1:�' , ;} __.�_:1 -- , ., , ; s .' _ .d _ AA f M. Y l 7` 1 F f' r w i } . ;' y 11 ``�-- �.P ,�.t % : -� Fi�1. x . i" rSi �'' i ,. _.. (t...r�,..,t� F k ra s�i' %1 ,: ��tCne1 I- I � 1.;. v,_ T t :.r - iF _l_ _ .. v° .. h, ` / ci F TSR L I k` r ..�' l,, Y :It, 1}\ �i �''r 4'�A, ( .+`"9 P .15111. r -r, lr. 1. ��_' �+ I` 11i'�' �a .. -^,,-,-- 4_ r tt�. `.� �': 4 �kVii~aftt s � �' _.y., I / . " _.-:..... .. .. '"y'% Q 1. cJ/ C t r.Y. cels' S�rT� .', ..... 1 f� ; ,r,1�YP.t lCatk'! .._. GtRCGt()1ftc:I�sn1�TS CSA:. tt c�� . t) i . , t.�'' t I 1 . _ b t� S`[S.YdfY1 ..�.-. _.�.,-,..;_.,.,.T,,..�.,,.,.-_M N . , . r 1 r __� , *.,; J 5~ t , Anthony C. Lupo& Glen R. Moller.' (( �o ,': ; -_*= 901 "A ' 8 Corn wall Rd �ti• ;o, ---� ��E �� a �� A, :: Sanford, F132773 K o >.. r1 Y Te , . a i [ t: t _ lephone: 407-330-2003//Fax 0506 � k �O . I ____ �� _�.. j ; r •. / ! Q h I. I .., _ f�. •. •. P p. , '�:•' .0 . •'I p„ .. ' v F'ngineer.' . . -� I - m' • I .,. •(`Y m _•. raw._ / , l : �: R ritAf. i !Ir ' ' ice" Q' µ -___ . _ _ . _ ( ' T.N. Davis PE # 7857 .. ,$11�k,AV sL_R(4 1-U_j K � 180 C. R: 4�7 So{; th . . � . a..pPnc _ .. .. ;' _ Q-' �:/a '�� ongwoo FI 32750. h 4 .. _ I _. e I ._ . . M ( _ / .�� ® .;� Tele on 07 339-•4422 /Fax 84 �� ._, / : 4.a -A ?.L.k- e:: ..... r r10'IES: . _^_ . ,- . f �-, I w -� .. �, add 20,000 s.f. 'sp>.. 1. d warehouse add 3,000 S.f. sprinkled. Office to i �.�_. - ye . 1. Scope of project; �/1{� _ r� 1 �� _ ! existing'sprinkled two -36,000 s.f: warehouses with 200' separation. W �_,-�'F .� _--.-_ -• M 1�'�• 1 rl ; t. r: /! A * ._r. 1 I , l i . _,,.,-__V„ • _ -.- i, 1. CQ»;: e . - . _ _ .. 1 , "' 2 C i .. h •' ..:......_ 2 ,.° 5�: �..� �,:...�... li Type V,'Group F aliawable'square faot pec table 500 - 45,785 + 67,500 I . _ _ . C; Z I R _ .._.._ _ _ anstlucfio ' I �-- - 113,285 square feet. ` 1 L ` _ . .� , :' . ._. • ,' _+ �, . . . __---; • D t ngi ng i sign . $: c,r�_" ., 3: 1're-e eered.steel bu lli s e ed. in accordance with S 3C 1606 for 100 MPH _ - . _......_.- . • , i wind and 20 PSF. live load: Shop ,drawings to .be supplied before ei<ection. . . d ,, .. - 4g- _ _- ..__. . ..:. , - -- _T. _ _ _ r._ _ . ___ __ ---�-- f --f .. ---. ,. _ Footing size is b sed on 2,500 PSF bearing valve. t,iitkks SCP: I:: 4. . ;•.s .. ti e p• ,N 5. Termite treatmtent andsoil compaction test to be completed pr or to pouiring.concrete, - t. _ ..__ i Y Al ____ o;:,'x 60 ; ', - �-w-; • . g �� 6. l concrete in buildin slab to be 3 00 PSI 28 da stren th. Other ma b 00 PS r; liot7'tiC.rofO rzAM�x _ 1tc �' fi y g e 2,5 I, 1 �� i , P �4/ . _ ».__ _ ui - pow( r�. -. 3.o..�..i= . g Y s. .. la;� 36 poo.. J u° •.:. - '. ::- ,o s, .Z- i -- -_ - . ......_::.' ' $ lldl f p ink e g Y . e e . C 7 ng to be ully s r l d Desi ned b a certifi d sprinkler engine r I : . . `t . ... • , ,,__, ,._.._. • . J. �/ . . .... . ... ; . / i ,:.: ,- - -� , ' `� 2 .. o 8. No chan e`in im ervious and:existin retention has.b en ade uate'since installed. I ' - - -- __ > r . i 1<�C'7: C CC7:t � . A� C 'SS 6 ` F 'L ::;. a;�; ,.f,+t / It�;�m 1 � :� _ :. ry� / , RhYtP . t ,_ � r i „., �� s' 9. Contractors .to Verify all dimensions. ` - p- --- 0 I I ,� . . �' i i __ t . C ------T-- - : , `I .. * A _ ___ Y - _ . ``' a> __ ... I S{l,ilGa.PP• '`h I ' ;1 . - _ f Q) U O { its iL' S!(r r I t' ( u � p q ! +� O . �� `) - , ' to Q O O �.a.• {' _ I '--__-,..._ i ; Pro oseci Tenant Situation o z ? {- } :_.� I I ¢ o ; �� .. I r j !I i' ! `. C F r :.t." I I'.. :� a�. 5 1. f_ - ,v . -,, t ,.,.. ,,: ,. c, . -7. j F1.►, {:� 1 . . >: r. ; >�,' , .i, .. 4 Si ry 1 I I x t Utllt Totals. ty : W -j ... (u rn S uare Foota e ,t., � U) N .Q � O Un1t Tenant ` gffice .<" Mani►tcfuring a.rehouse' WS Machine 1.000''..: . 11;000 : . New Tenant 1,000. 1:1,000. Benchmark '3.000 11At) 30,000 . Cumbert 'r' a Id Farms ' 432' 8;568 Smith Co: - 750 11,250 Clov eriand F ' arms 500' 5,500 .: Utllt Totals. ty : W -j ... (u rn LU L-\ -_ � (D � >` L ¢ U) (U D -C -O 'D U O _ ._ � -C � ,� M .� W ,t., � U) N .Q � O � U 0 M U -t` _V () N -C �, -0 _O - . . � 12.000. .12,000 44,000 9 000. ,12,m , 6,000 'O 1 .. , .. ., . �. /,., r '.i� .�,,,' !' ti O t 5 i' l I ! I 6a � l o s z I 33,250 55;068 96,000 Total S t t I J ), ti' a' c, G]. q U a) k'. r --'� -.t ,"C, 'dam K:2 0) 0) /, i V + !: i 1 f'arki Calculatia O O - ;. �. :.: / I ;.S F - ..:k;,;.. 1 ( 0#1/1000) �' U O . ,, i I l e Z fj } (2<4000+t%�00 2/400 Q I. Q' t. ,�°'y': :.2 r czf. 1,:;c..... .._� ne 1/zoo q� , n /, :Vt t, 4 TZf� . �. r �^ p , ,l inu per Category 33.41 60.5 U (i3 O s ` ( C�:2 & 1 .• E 4 4, a - I I?�FZ� .v �, �, •pU.'r�c74:�: ! t� -'I�: - ! i' --- 6 �r ; ,3.068 146.878 Total Pal ' V L ,- - L �. 1 *� a o Q t2 l ( I r.. r ,. i i. Si idecl inc o I i2. ,y - , ud n ; t., nd • • tsl.i,.,' - 5.. h cep ,. �, I - q. 0 0 ! .�. W o " _.. - _ / o Y � O l i-+ 4 ,• T -.�msvr�r '� f1 - '/ f l . _,... ,,.. /. // ry ,fir t - l"� E y.. (!S . .'...! r ,{'D 1"i„ ../ :1� :x' (b 1 ! t t I r ' V "✓ i , , a i (..., _ . ° *..a n 7 ^ i`'y 0 ¢ LU >_ (6 L, p � 1 �: I . c:. _ , or, w / I . .:...:2:C 1. 20 - o - 9 �. -Q I- F• ;d _ _ r, f , ta`` , _ ...0 .... � .. Z''J :',.. 'I J ``_ o o� -� Z c O o { . 'ice (` , -•a: -- I 1 ( W 'J. i c 7' I ' �..� _ •r',t 1 ! 1 �`t, _, 1 rn �; 4 ti I ' t��,i..i~ (�',(�I) ,,,.t�-;it�71 U a� *- c� tv a' �a { --- �.�_ t. o ) lCr� 9n \� rA,�o° tv f ( 4,i!"'i*o.rG Flrt�M�S �E - i- -a $ b L s� o �. �, rt ,. ) �1 . 1 I i;t� naa iia ! D a>f Crue t -0 o O .a 0 . -- � �_ �-; .. P' -�1 --- �� _ n!~►. _' ! a�' `� rau�n� ;,,� 7 P axis o cn - a) a 1 _ ^T,� - 7 (13 »_ , -r -- - .k ^,. rte_ _.. �» �" P' ,r�1 C O i ,p�ro/era by: _ llat.. _ E �- - i JY . I� A prOva! �t n ..t tc1: = a> (ll O p : :) • - 1. AI! Ccn:t,uctiou,`/IiJSI ,,, ct a1 cum nt City of Sanford Codes, Las,d Deve[oprn%nt Regulations and t1J = O I -- � - 5 l I' S t _ . . I . i 1N I?.i ' : �t �a1t 1. .. _ cn _ o c ,,:• - ; f .m I ` 1 other coda tl'i they apply. . != -2 0 L O (>3 1 � -t__ I { t - - -- .�_ _ . _; ,_9- - j} �o ---�' i, 2... Cu,itra:tvr is ltegtai,�ci to obtain and,ni,intain all pcn,tiis on site (City, County, 5JRWMD. +- O U c1 _ .,_.r_. ._.._,t ,-__.+.• '.. x_' t a f ll Y;PDU"t',ACOF) as applicable. ' U 6 L ^ W Q O � (n C St •� Q) -y, .. I ..r. ' : •_ ' r . y .. '- . ,: � - :' f i G,.' f •. J _J L O -^ • t,♦ ;: I 3. Contra or �] J,, f t tdl City of Danford Building Depxrtm+.nt (330-5'G56) for final insp tion, O Cn 0) � -. v-- .1 _: RtEA,6'A± Z,E __ kl�if _`....... - t"; r- «.. " r^---� riot to cccu ar,c Z W +' O . , _:. -- ' - +� `. U N O I "' ' * " --' r- "" - SSG, trCy� y ' 4, Call Sunshiny 1 -II 0.132.4770 for utility locates rior to any construction. t_ w N :� -� 0- ...Parfs;}:..c'�._�. ctall��'.. tla7 c�tlsz: c.G -- :. • - - / - :er E XIST. llast'ti�f a� r1; (( 5. Fjuilding pen„it is rticluireci far a,ty aLave groundp tnactures which sisa l include any developnsent O + W U N - O I� U I .. . �d1G��` .`F •�5� _sl t i�,t.c� ... ...... , .: ... .. . r..� .- : c� I o z ` -C v� a� k1At a.Z. E t,B (. ; I bufFer serer n walls or encic,sures. _ _ _ O Z3 O p U N N L A 1 ' . - { ` I 6. Site development plan appiuval•,bhall bee ;e invalid •unless a building'permit is obtained within tll - Z i- i W • _ `' • r , /�'7 5: d .:�'.'' �' 1 ' •, � tvrelve (12) n,untis of issuance. ' ¢ lY Q � (a (0 U 0_ ¢ W ice• p- -f L �' " 1 w '7. Traftle interruption shall be kept at a inini,nwn and in accgrdance with the MANUAL ON � I ' I - , ` UN1FUitM1 TRAFFIC CON'1'12UL DEiV(CES, and FUO I' Roadway �u1d Tnlfric Design ( ' G :F , - a i ._ ring 14 N p'w t �c� wt:tG �Q • 5taudards iYI01' Pl1n to be submitted to enginee days priorto a,iy street or laae•closur r ".. " Contractor shall be r pons,ble for all 05 - (`� d to (p 1 - ^--- t} 7.6 -- r --^.-- :-� - / F 1 � t �t�1 t� G � ;. !r�tr�° . _ ... Florl. > rKcnylr �zfe� �Ft,' �i�l Ei -� __ _'_ --.A ,_./ , a ot- i 3. es H urtrte . and . ! t .' ( , . i tJt .. . - i - -, t j e.: A R' f I a pl f r� : �j q�gpi , . .. "r ''! 1dp (Q �iW1 3 iJ" 1 ',.,. K 1 +i .. _ . ,a _ - ... .. - - , 1 •1 $gyp �,S�t.,9 �A ,,,,, u ,�a'i�t'�1/',. .,kyr» Y. J ,r t ..3? . t..., t�;J 6/ d dSAI A A 1.(Y.,tl !j\1jIrA' `'1 `� y 1 : i !, '\ i r ltr' . , AtF 1 '''1 - r') ;IJ ( _ w ' �f1eI 'yI - ,s �: ' .t '. 1qt' ? ntl�(�'�ar'J /') ) (t� "7, , L 1 - 7 •�/,. /.�/1 /�J '. .' " I •di I � ,1\ -% � �? 1rJ ,,•_%'YVj Yt'� V4itfJ�'� �, Y L } 4. Y //<% / 1, �'V rYV•Y. p Y ....._......_ ... Y S I / moi. A� __ : ,. , , . ! �' t ... 1 1 .. ... .-_ `{ 1 C �) ,n.'• ^ �'`•y, . ... ., ... .. .... • ... w -. ._ _ L-^.`.'�1.\.-'.fix_... .-. ._..... .. •..... . t, r Sr , 1 �- ../, . , R Y : .o 1' 1 , . 1. C l.� lw .:,-1 _.=.'.c.:. .... �G r�t'z;'; »'. ". [")Z AWN 6 .... '` 11 k' CDR . - .. �.�' ' 1 . r . Ir /' ^ f ,,� y^° !►LBAN6NE ®10 Sg$6 , t , :�, ,.} ECT$' STAN .ARD IrORM R HIT Q r, C z . k 1w A "C _ [j>Tjx•J kms' ,�A • ; '� .. - ' S3 i'+i ,t{(.�t t , .� p,� ,,�.tr ''"1'"f�` \A �� , . ,.. .. REVISED ^�Q s \J -1 ' / p 4. /< . 1 , 3 , __. v' \ / ' ' \ v t • - t1 ,r. r �J .. ., ,. , . . vS ., , s,. �/'_ : - - �.. DATE RO DR^WING NUMBER VED BY . APP �.,. ...._ T,.�' �l.t 1 �,. .„ a . � 1 1 ,/ .� ;i>•'� i f ,_; . MADE IN U S A l rP _ r f ; r" v, n ,,. t„ ., . , . _ -- .,..awa.::,L_.._.._-._1._._ _ _ ._- _..._....,. ,_,.-.. __<-.:...u`.,._..: .4 ... :E .._:,....:..,.4.__L. If ,___W.i..1�._•..__..-,.__._,.. ..._:ice,_..._..,.._ .c._.. L A '1:�.:_�• ...._„_.u�...' .;}:. 3 v. .. } �: i 1 Y F�) Denchm'.'ark\ LX I�tlriq 15.0 Off ice front.De-Fa 11 Irr i gat i on: .Lar&scap i ng 50 . 51,30 LL 1 Emergency Exit - Off !F -e 1 .50 1 61,83' 1 Entrance rEntrof�.e 12.5t I r HG Ramp tr 52 -Ind i an t" h t� F{ rttl r RF-ADJ Hawtt-u-rt tr- t n �. #6 t bzze l (FM Each .. r tr a St Wist ire r t 2- Dable Ftgry . • i°gyp ,, r � ,tEC Cfo55 , �...�,, rt - �► any Rama ,f 35.0 Ccrcrete Pad irap Grate i- 2'r . 0 - Hurd i cap 10,0 Ptirtkia l 2a..o • JIJ� IJI..J�J 19.7 ✓''/ ;,''� f ar&-Capp & IFr i Ult i Cn Deta I I OM irage Grate Ye I I ow Traffic'' - Line f (Irritpticti) j$--Vib-fTD i VOW tcwbly f . r ��-� 24astirgionia 600 0 4 4-11 I(600) X 60) �) Ej: Ul�f�lf � ing- 20' Dock 12 DoCi ;- (fir %`, 12' DCCk 12' Dock Door me 1r2,20 PaintEd rrnffic Circle /n n cF E/YlJtin�� Bu I U -I i I i .t. i es ( Sect i on 25-5) Irr i gat i on TakeLxick. Ca I cu I at i ons . ReQuired Landscaping Tota I Acreaw = 6,q5 ,err i gated Acrettg Acrc-s . 50 Acrd 91t ,10JJ Tata I Park i m Area Zia If Of I iEact 5--00) A (i owarce U�A l 4:- J{ (It 139) ProposEd Lardscape h -ea U10 F�s- Zip - 85, N Tota I Scare Footage 1 5 1705s f ReQj i Fed Land3cap i rg ( TSF/9J ) 2 12c0,, -f REgj i red f cr 122 Park i M S(Daces 60 /7- 6:..�5s-f Total Requ i red Landscaping 2 It 1 -39sf Tota I Proposed ed Landscup i ng 1.3 :a- Tota 1 Pa I m Tri X 60 31 It- rota 19Tt.tr 210hf- at. h.g f ire %d '70 f (Irritpticti) j$--Vib-fTD i VOW tcwbly f . r ��-� 24astirgionia 600 0 4 4-11 I(600) X 60) �) Ej: Ul�f�lf � ing- 20' Dock 12 DoCi ;- (fir %`, 12' DCCk 12' Dock Door me 1r2,20 PaintEd rrnffic Circle /n n cF E/YlJtin�� Bu I ;f a, ar 60.0- U 6C1, o 12' Dock 40.0 =r' '= 60.0 ki � Dumpst j Dumpster Emz� El 2' Dock 12' Dcck V DCC( I X 601) f •nc :--00 w Detail Of Lar& -,cape Is I ands Areq'Ca I cu I Qt i cn 1 , 803.03 Bare Feet ReQj i red 9 -n -b 1/10 sei� 't1 -ri� rem i red Ra i sed I bjntab I e Curb Y DR. ��1 2 Vibe n i rgtcn i s 3- 11Jn•1-Er Pcp�i-0 4m1 -tads PFE,_,a't 12A " '� 7 12' Rad i u5 (1.3 (T -M) Back Row ' 15- V i birf,ltt ter c� Frcnt Roar _ +-- - -- - R 610 c6- Irld i an r-W[-Crn 15 12' DoCk I R i Olt of Way Hueter PGP-ADJ �l `----#6Nozze I 2 UPM Each �- Ocub I e Chck t Backf I ow Preventer ' t W i I kens TO \ (Ma i n Sery i ce ) 1' D X 1 st I r dater Service Me er- Dab Ie Check ---Backf I ow Preventor W i I kens 950 (Irrigat lcn) \ r� 31- Viburnum y ' A Hedge � � 1 ` 9 Soba I P I am Trees \� � I i �• � Jam' �/.- 35,R 0 �F " jrr, i gat i on Va I ves it T i mer -Stop Bar --, otop S I gn 11�7 �,. (Exist ing) � 1 j2- V i burnum ' Heo r � ' 1 Ex i st i n Water Sery ice Me er 1 ' �• Daub I e Check BackfIow Preventor I i I kem (-T0 C tvia i n 5ery i ce ) AL R OR ght of -lay . � � %1 (0) J�- 1-r, t , t1a JIl t (� P,jt U -I i I i .t. i es ( Sect i on 25-5) Irr i gat i on TakeLxick. Ca I cu I at i ons . Tota I Acreaw = 6,q5 ,err i gated Acrettg Acrc-s . 50 Acrd r� I a i fnc-d Watu` ► Uge WA Wasteua ter GErcra t i cn PVA Zia If Of I iEact X U�A l 4:- J{ M i nutefleek U10 F�s- Zip - 1 5 X 2 X 60 /7- 85,71 2 X 1.3 X 60 /7= '70 3X Jmm 2 X 60 /7- 85.71 q 7 X 1A X_ 60 117- 7.0 5 q X 2 X 60 /7- 68,57 Potab I e Water Usage �96 GPD ;f a, ar 60.0- U 6C1, o 12' Dock 40.0 =r' '= 60.0 ki � Dumpst j Dumpster Emz� El 2' Dock 12' Dcck V DCC( I X 601) f •nc :--00 w Detail Of Lar& -,cape Is I ands Areq'Ca I cu I Qt i cn 1 , 803.03 Bare Feet ReQj i red 9 -n -b 1/10 sei� 't1 -ri� rem i red Ra i sed I bjntab I e Curb Y DR. ��1 2 Vibe n i rgtcn i s 3- 11Jn•1-Er Pcp�i-0 4m1 -tads PFE,_,a't 12A " '� 7 12' Rad i u5 (1.3 (T -M) Back Row ' 15- V i birf,ltt ter c� Frcnt Roar _ +-- - -- - R 610 c6- Irld i an r-W[-Crn 15 12' DoCk I R i Olt of Way Hueter PGP-ADJ �l `----#6Nozze I 2 UPM Each �- Ocub I e Chck t Backf I ow Preventer ' t W i I kens TO \ (Ma i n Sery i ce ) 1' D X 1 st I r dater Service Me er- Dab Ie Check ---Backf I ow Preventor W i I kens 950 (Irrigat lcn) \ r� 31- Viburnum y ' A Hedge � � 1 ` 9 Soba I P I am Trees \� � I i �• � Jam' �/.- 35,R 0 �F " jrr, i gat i on Va I ves it T i mer -Stop Bar --, otop S I gn 11�7 �,. (Exist ing) � 1 j2- V i burnum ' Heo r � ' 1 Ex i st i n Water Sery ice Me er 1 ' �• Daub I e Check BackfIow Preventor I i I kem (-T0 C tvia i n 5ery i ce ) AL R OR ght of -lay . � � %1 (0) J�- 1-r, t , t1a JIl t (� P,jt ba JDAU2n c h��u'h co�f f�'Uorruc�� SCALE DRAWN BY NTS TND PARKNG, UTUTES, LANDSCAPE anrc `t -12-2K rrffrrim BY I TN DAVIS #7857 R\wDu McEa SHEEJ 2 OF 2 1/ \ _ZIi/ , u _\(d 'F i L 5 e" S t El L . X12 - Sf 5Y, l � n _----____.�._._.. __._. .. .•., .. ,. _ "-_ .._. _ `N ... _... _ _.. ., A t' �( 1.1-d1 t 'Anthony C, Lupo& Glen R. Moller 901 A & 8 Cornwall Rd Vi s� it w� Sanford, F132773z. a �, '� Ails } ` ti ( potdeL EA. r�G�. sL.,� `` p�F�f�S't :�r�. t 11!'c� .-..._. Telephone 407-330-2003 //Fax 0506 ��.._` .. t �- r / Engineer: f _ _ ! ' pp 8 l - PtZ C;.! -Z;4-sL.ur� 180 C R 427 South I - ;"Longwood, FI 32750 + `s Tele hone407-•339-4422 //Fax ;� VJ�`•L 'F:77 C- , 5aE, : _.. p ax 3984 ot.9 a f y. F'L a ,•t r: NOTES: t.`t -� 1. Scope of project; add 20,000 s.f. sprinkled warehouse add 3,000 s.f. sprinkled. Office to p p p �` existin s rink two -36 UOU s f w trehouses w'tt 200' t' R Z 114 M ..� I '�------�-•� t�'t. OJSti T �a. � Vic-. �. � }� •� , - ,, E— lip 24,P134 I G Jc ; ,'( 1 ♦ Zr�! j% t4/f="T r / 1 j i __ -- . _ . __ _. __ ��B�A . _�._ � •gin . . A ` it r?,e P- -54(.z0 k t _r_ I�c9 `• \\� G, J �1 1 .� / '` I '!'? t-' r - t~ x t a `r. t� Y• � o I % P fZO V 0 _t t.l YJF,F� . V( 0) Lo SE-CTtO)Q 0t -M 'i Tq 1'' V', C qoi• I rl -ST 41 S, g p , • . t t sepal" ton. 2. Construction "Type V, Group F allowable square foot per table 500 - 45,785 -I- 67,500 = 113,285 square feet. 3. Pre-engineered steel building is designed in accordance with SBC 1606 for tU0 MPH wind and 20 PSF live load. Shop drawings to be supplied before erection. 4. Footing size is based on 2,500 PSE bearing valve. 5. Termite treatment and soil compaction test to be completed prior to pouring concrete. 6. All concrete in building slab to be 3,00 PSI 28 day strength. Other may be 2,500 PSL 7. Building to be fully sprinkled.. Designed by a certified sprinkler engineer. 8. No change in I impervious, and existing retention has been adequate since installed. - Contractors to verify all dimensions. I o. La cc1NJ �z5ATlonl Iv/ rzaAaY ITNt l �V.:�Ar,�,vGst"k>�pARPO �:j3ll.lr �..��rF2YSR�n.�:vt�t�p�.1r�:L .1'�/G a•��.�SS�gt.t.:ti�::ISt��i '�.r<'-c�t.lit��P To 1=Xl5TinSL� i3�..a1L17tr•.SCnS. Proposed Tenant Situation Unit Totals 12,000 12,000 44,000 — 9,000 12,000 0,000 8,682 33,250 55,088 95,000 Total Square Footage Parking Calculation 1/200 (2/4000 1/500) (2/40001 111000) Parking per Category 33.41 80.5 53.088 146.078 Total parking Required *a2:rhrovided including handicap - 67 I ! '�-.�a' ! f rl �.�f� Gor�G , � t:t1Mt=� , 7 C.> I U "�JJ � � � , • 1�.� C�, w " . _. ,.. _ ,....__.��. - — y _ . iv - _. _ __ _ ,•,-t .. _ . - ^ C' L A N �/ t C t r J i'r { f W T'1: A t t -fes C -r C wsa ELI. ! i >" ��nNa civ. F ��. t� Pt-Vc,- r.�1L1TtL.`a 11..5!l_NAC-,' r -k E 1 8 PIPING 4 I 6XI5T1f�IG I INC- ,,,), � r- 1•- t;.;r f I r • , ✓r 1 ?' _.lt,f1.7.p�.1 fit 10r1 � y� f^ i tom -VAS 1Gtt_, y Ca,rF-1CC r 1 C7�7,c! 1W. M - _ _ ,�, "'� .. i �a. �l_. c r�-s t�•�.cA„L. N.�1 � yt._L_i �' rJ+%, Cz-t � . >;: • ETING r RE UIRING ALA SEL! a i ?: I Y z: P �. REs r'IUI E3 4 l jtIY a't'FG, ,,A�,y1NGs ,.a .,. AL " 0^ B FIRELOCK COUP �� H! , a aS __ cINJr S a . qq�77 , , � C,7WZ" •— !�'.i'i-a..1 G C. C.7rlG� , '` - ('Ij"i�! .1}1 _ ,�91+' •�3 `�•:,"Ju •� ERUCT l:f �T F'! C) 1<'',To E LUNt Pi t U=Pci;U_Jdt o '�� Tse U e ri^ti � - �w • l ILL C� _� _ - - Far;,i�° ,., X!t;TlNcFta+risvnTc�t NO�vIC. FOR 311+i�r«fi�� I -� � _.._..___............. ...._... .....,.._....,.. _...._- � � , �•� �,.--•;.--_..:..:. _ _ - CLRT, „ EiiG•OCl fN_ i2 f�iE,AU GA6. v RUCjUr-r c►NE$E�- I C1r'� 302-.1003�l 7�.� Oma/ rn..,.,,.,«w .. .�' e.••.�, V...•......,_.w.n. r.wn,, .,-,_ ._._.•y,..'N.. ,.n.w n,,..,,,. w_.•.u.. r., MN t1 .._"--`-�'--------------_.__-. 5%C��{ 0" T W 4VFjEP+1Gt- 1..� t�l�� r �X a11N4 i�tl G U AS ,--.�,w,r, �rt��i� 'aS;nati)'z:rrJu+S 0` L CONI lECTlONS Aia�l MW l A RELOCAYtO 2' MAIN DRAIN `, , a , y A 3�Q ,` • V 9 dU�''� �,a� �J'9y a �Ji�-: Id � o'�'�l�F��" �' 1 S -n C IT 1 �� i �s3 R�i�'i F-�1..01. IRE THAT EXIST L L.. 'IC vA, f t•�1� � NEW 9 AMES MODEL 20Qb5S fi� �-L A CITY �1AFF BE PRESENT, i. 0 1 lJt�1,E CH 9. 911�' �, �o +' sir �N , _T aQ CHECK YA, SSY, P 1 `jam' - �+j dcY ATS VA 1nl_ 407 t 1-51371I - .Irv. Js�� /� 2Vi�F t9�� ds WAFERS A k, ING yA r�,t � � ��..1—� S� ��'a'r-? ?r�-�., OF s ra -. � .af .e. - aj.Lfi.' rr:�Y•4 - _ - J�•FYq,C.li ti �```�) _.,. ja - ;,TU`START 0 f.t. . _J ,-.,.,• SCALE DRAWN g , P . � C1 �" 1 �..� .. _p A�QVE GRADE PXISTINC ao x 4-'0 0,1,PIPE W FACE OF UNIF LI;. t .0 A.F.P. 1.15 L C :''t,f Jz/1 T 8 DRAwtN� K NUMBER W/'fHR rd ( � DATE 78, 15 y jam' , • r. _ ' 1 t ALBANEN,E GASri ADE IN S,A. 6r AR HITEG . �F:AN.DARD FORM .,. '; :. .-�. ., -. , .: .. _.. ;" � ' ., '. 4 - ,,,..,,,.••---.,,�-.•"'+,,� M U <, C T5 3, p. , s Square Footan_5150�_ Unit Tenant Office Manufacturing WS Machine 1^DDD 11-000 New Tenant _ 1,000 Benchmark 3,000 11,000Cumborland Fanny snJllh Co 750 11,250CloverlandFarrns 500 Unit Totals 12,000 12,000 44,000 — 9,000 12,000 0,000 8,682 33,250 55,088 95,000 Total Square Footage Parking Calculation 1/200 (2/4000 1/500) (2/40001 111000) Parking per Category 33.41 80.5 53.088 146.078 Total parking Required *a2:rhrovided including handicap - 67 I ! '�-.�a' ! f rl �.�f� Gor�G , � t:t1Mt=� , 7 C.> I U "�JJ � � � , • 1�.� C�, w " . _. ,.. _ ,....__.��. - — y _ . iv - _. _ __ _ ,•,-t .. _ . - ^ C' L A N �/ t C t r J i'r { f W T'1: A t t -fes C -r C wsa ELI. ! i >" ��nNa civ. F ��. t� Pt-Vc,- r.�1L1TtL.`a 11..5!l_NAC-,' r -k E 1 8 PIPING 4 I 6XI5T1f�IG I INC- ,,,), � r- 1•- t;.;r f I r • , ✓r 1 ?' _.lt,f1.7.p�.1 fit 10r1 � y� f^ i tom -VAS 1Gtt_, y Ca,rF-1CC r 1 C7�7,c! 1W. M - _ _ ,�, "'� .. i �a. �l_. c r�-s t�•�.cA„L. N.�1 � yt._L_i �' rJ+%, Cz-t � . >;: • ETING r RE UIRING ALA SEL! a i ?: I Y z: P �. REs r'IUI E3 4 l jtIY a't'FG, ,,A�,y1NGs ,.a .,. AL " 0^ B FIRELOCK COUP �� H! , a aS __ cINJr S a . qq�77 , , � C,7WZ" •— !�'.i'i-a..1 G C. C.7rlG� , '` - ('Ij"i�! .1}1 _ ,�91+' •�3 `�•:,"Ju •� ERUCT l:f �T F'! C) 1<'',To E LUNt Pi t U=Pci;U_Jdt o '�� Tse U e ri^ti � - �w • l ILL C� _� _ - - Far;,i�° ,., X!t;TlNcFta+risvnTc�t NO�vIC. FOR 311+i�r«fi�� I -� � _.._..___............. ...._... .....,.._....,.. _...._- � � , �•� �,.--•;.--_..:..:. _ _ - CLRT, „ EiiG•OCl fN_ i2 f�iE,AU GA6. v RUCjUr-r c►NE$E�- I C1r'� 302-.1003�l 7�.� Oma/ rn..,.,,.,«w .. .�' e.••.�, V...•......,_.w.n. r.wn,, .,-,_ ._._.•y,..'N.. ,.n.w n,,..,,,. w_.•.u.. r., MN t1 .._"--`-�'--------------_.__-. 5%C��{ 0" T W 4VFjEP+1Gt- 1..� t�l�� r �X a11N4 i�tl G U AS ,--.�,w,r, �rt��i� 'aS;nati)'z:rrJu+S 0` L CONI lECTlONS Aia�l MW l A RELOCAYtO 2' MAIN DRAIN `, , a , y A 3�Q ,` • V 9 dU�''� �,a� �J'9y a �Ji�-: Id � o'�'�l�F��" �' 1 S -n C IT 1 �� i �s3 R�i�'i F-�1..01. IRE THAT EXIST L L.. 'IC vA, f t•�1� � NEW 9 AMES MODEL 20Qb5S fi� �-L A CITY �1AFF BE PRESENT, i. 0 1 lJt�1,E CH 9. 911�' �, �o +' sir �N , _T aQ CHECK YA, SSY, P 1 `jam' - �+j dcY ATS VA 1nl_ 407 t 1-51371I - .Irv. Js�� /� 2Vi�F t9�� ds WAFERS A k, ING yA r�,t � � ��..1—� S� ��'a'r-? ?r�-�., OF s ra -. � .af .e. - aj.Lfi.' rr:�Y•4 - _ - J�•FYq,C.li ti �```�) _.,. ja - ;,TU`START 0 f.t. . _J ,-.,.,• SCALE DRAWN g , P . � C1 �" 1 �..� .. _p A�QVE GRADE PXISTINC ao x 4-'0 0,1,PIPE W FACE OF UNIF LI;. t .0 A.F.P. 1.15 L C :''t,f Jz/1 T 8 DRAwtN� K NUMBER W/'fHR rd ( � DATE 78, 15 y jam' , • r. _ ' 1 t ALBANEN,E GASri ADE IN S,A. 6r AR HITEG . �F:AN.DARD FORM .,. '; :. .-�. ., -. , .: .. _.. ;" � ' ., '. 4 - ,,,..,,,.••---.,,�-.•"'+,,� M U <, C T5 3, p. , s X 60' ) r� 1rr I�r an tett lull 59.0 iter. 20' Dark =$ 12' Dock 12' Ood< 12' Dock 12' Oaor 12' pock 12 Clk Dar Door Door pact' enchmark g 60 r tJ t I a' Ex i s i ng tnci 36,000 i i ncii X 60 I d (600 dr — 11 U'UUI' FUW I 1 IJ 1t • 7 • Required Inside Parking Area 10 squats I4e1 for every Parkin] raa e t Square loot tot Nary as Ang arses! area s.sr 50001#0 - Total Paved Area Calculation total 06000 T*Lo prab,a area ,. Minus 5000 Ado.a.0 Minus 3645.53Ptegeratlandscape area 4 91954.41• . Divided by so 1747.09 Sgtelrs Footage Required kA TttW Prasd Area 1220 Squvo footage requlyd far 1,X2,park og spots �«! 2067.09 ToUl P*Wlrad Square Foolia," at LWAS&APin In Parking Area Proposed 1512.12 6ndcVr4nt613 206Z$ Na.j00"Front a 3674.62 Tow ingoew Square Footagal rat Laaatsupbag In Parking Arse !f 3 GaIll V Vlburnsaas S" 7 GaVI Indlan HaaAp9i! 224 Tdat Pro sed Shrugs 10 R4tWM Traes 16 ProP"W WA 0' washtngraSYsA06WSU Landscape Buffer ParalfM To Cornwall Road Required Proposed 350 Lineal Feet of Fraosr?a Trae® Require (1 Par 50') 'Kf else !asp p'•t0')Walms 3 to 1 7 00 n ulradShrubsge O.C. Sf fifABYDtrraum �S CAU"s Ties$ Total PlardsAd44dtoSub lecthoswr s Miss f1M"emal.0atKAugustinsad. 16 W4ahlnytanlaaoa.K10! : 19 i . 8eba1 Palm (8'•107 - taJ 9Qalll2',yiburnum " 144 ' ¢OsllliniflanH4wtnose , Utilities Section 25.5 Irrigation Takeback Calculations 6.45 Acres Total Acreage 0.55 Acres Irrigated Acreage 648.00 G.P.D. x Potable Water Usage (Derived From Chart Below) Zones IN Of Heads X G.P.M. Per Head X I M(nuteslWeok n= G.P.D. Per Zone Zone 1 1 6 X1 2 X 60 i7= 102.86 Zone 2 6 X 1 2 X 60 !1= 1 102.66 Zone 3 6 X 1.3 X 60 R= 66.86 Zone 4 6 X 1.3 X 60 17= . 66.66 Zone 6 6 X 2 X 60 F4- 102.86 Zone 6 6 X 2 X 60 /7a 102.86 Zone 7 6 X 2 FX_l 60 17= 102.86 648.00 WA Reclaimed Water Usage WA Wastewater Generation 2q t 24. Inter PGP""AOJ #6 %zze I 2l: GPM Each t T 00 t t p 1 1 1 0 1 1 1 p 1 t t o 1 I i 00 ! t t 0 a)Lb I e Check ' 1 0' Backflow Preventor 0 A ilkens 950 1 °o (Mal n Sery i ce) t o° till Exist! Water ' vice Me er t t oDab Ie a Sam l oV Preventor~ a . 11 kens 050 t i A (Ir i gat i an) t 1 0 , a ----4 —12 V 1 bx" 1 o 13rubls I o i 11 Saba I P l am Ii o Trees V ,t Mete -ed E I ectr is Sery 1 ce R -ov E ded by F I Poor' SII Irrigation Vaives R 35, 0 I & T i mer t� 1U. Stip Ba.., Ili ►11 Stop S i gn 11 Bieck wal Simage C 1 On Each Side)- 1' t' ° 1 1 V 1 bt.Jrmm 0 t � t t 11 0 1 Z 1 Sabal Pa I m Trees ° t �► A I A � , A 4 1 ° ° 1 O P Existim Water //SerV I ce IUB er ' A a I ° A l ° 0 A Oa,b I e 1 ' Roar P TVff_ for 1 1 e 1 Wilkens 950 1 (Main Service) 1 1 01 1 0 1 Hunter' PGP -AW ' 1 °#6 Nazzei ! 0 _ _ 2 GPM Each SITE PLAN 0� 94v,�&_ SCALE DRAWN BY NTS TND PARKING, UTILITIES, & LANDSCAPE DATE 3w18w2K APPROVED BY JDRAWING T.N. 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"TE _ , 1N- TO OUTSIDE PERVICJ AU TWO IOW 115 UN C 3 PHASE) SYSTM W/ M KW HEAT -----OFFICE SHCIFICATTD% MACE m [Eff I.PUR AIR W CF_i.:TMW 9' fmi ffTP-M "firlm 9 11121, llffx D(TElaR WA LS I1fT ffp WN_B Uk 5Tw olffl 1121, [RYNrU Fay mv Alto SER (12' H 9 Frm, 14' WA) ' FFdM ATC RUL ! F 131 CF F1TNALE 9 1'R-AUl_. ►�fTFJZli7t MIS iM, SfM VM 1/2" (fNAL_._ �1. FFd f FfI UY3 M� 0 0 2' V X 6' H F Dail TDRD (MV4 (PI ?M FN',ND, SIZE Y ._ 1 9 2' !Y X 6' H FIXED T"NED 0"-:) (EK;f VXfJ- `,6) IPfluM V 2 FIK1, WINW EJd1NN CAH FF�Idi mm moi' 7IAifCD CT Ali )i/ 2 --LITE (181, III. 9 poi Sllrr,) FAT(NCk [U.I2 5IiE SfF:IJ. iSm,E'h`u 1 F'Egm RCE 15 FSE 1N F.l m, ° . fd,mm_ TFUJT Il JNTr6I� C�ATTEI� � ��tTf d ' __ _ II II I 0 MUST WHET rr--LORIDk� ACCE'So"IBILITY CODES MUST M�EET FLORIDA u7. N -4 "' i (JY ( 3 '-'�Tll �1 -2 Cily Cf Sanford SLnridwo GOde 1997 ed. s tar, d afrll n', b; r! ' 0 -D d P- 1991 P, cl Standa f:; I rode 1997 ed I a '-, o i,.!A I G V I ,, CA 1 '1"' c' d � 1996 ed. S Cit; d, A N11 L -N DMr 1\1 T8) FIL A GOJ8 s 1997 FL Energy Code 1997 FLOOR S31-AE1 i.-HL.k-EIVATION MUST bc: I U OF UNILESS 0THER',Wttj"krD";L'--- APPROVED SUILDI;.G - EPT. isi PLANS ARE REVIEViED ANID CONDITIONALLY ACCEPTED FOR PERMIT. A PERMr-i ISSUED SHALL BE CONSTRULD TO LIE A LICENSE TO PROCEED 'KITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL. ALTL�R, OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES. NOR SHA! -L ISSUANCE OF A PERMIT PREVENIT THS BUILOWQ DEPT FROM Tl-]E:RrAFT---R R=OUIRING A OF ERRORS, ON THE PLA;NS. CO.NSTRUCTION OR OTHER VIOLATIONS OF Ti-.—= CODES. r,r pLp,!j, -I -YIEWED 0,,�'- sANFORD B U I L D I N G '15 Y5 T EM5 .0 A DIVI-ION OF ASSOCIATED BU I LD I NG`(STEMS,INC. j 11 METAL BUILDING MAINT. BENCHMARK SANDFORD, FL c TSF- L) I EL E_mEN I N NE I /—\L— DU I L. U 1 NCS �. TABLE OF CONTENTS w E1 ANCHOR BOLT PLAN A" E2 COLUMN REACTIONS E3 MAIN FRAME CROSS SECTION AT FRAME LINES: 2-4 E4 MAIN FRAME CROSS SECTION AT FRAME LINE 5 EF) MAIN FRAME CROSS SECTION AT FRAME LINE 6 E6 MAIN FRAME CROSS 'SECT ION AT FRAME LINES: 7 9, 8 E7 MAIN FRAME CROSS 'SECTION AT FRAME LINES: 7 9, 8 (LEAN-TO) E8 ROOF�' FRAMING:�PLAN (MAIN BLDG.) E9 ROOF FRAM I NG�PLAN LEAN --TO) 7 E 1 0 BACK 5 1 DEWALL ELEVATION FRONT SIDEWALL,,�ELEVATION AT COL. ROW E V Ell El 2FRONT SIDEWALL -,`ELEVATION AT COL. ROW G E13 -r TION ATFRAME LINE 'I LEFT ENDWALL !�E LE IV A El 4 LEFT EN DWALL EL EVAT ION AT FRAME LINE 6 ELEVATION flu 11111HUIRI uluffillulfflifft GI -IT -L' El 5 R! I GI ENDWALLt E 1)i 11 flullINCLUDE ALL ERECTION DETAILS NOT SHO"AN DIRECTLY ON ERECTION DRAWINGS. EACH DE NOT[-: DRAWINGS DENTED D TAIL SHOWN ON "D" DRAWING:") APPLIES To THE SPECIFIC CONDITIONS OF THIS PROJECT. 1= LLLuili um mit .1111" lu MUTAL BUILDING MANUF/ICTURHS ASSOCIATION KIRBY ENGINEER'S SEAL MEMBER IF j RC OF SHEECETING- WALL SHEETING: CERTIFICATION EXTENDS ONLY FOR THF LOADS SPECIFIED ON KIRBY'S PURCHASE ORDER As APPLIED �ED TO THE STRUCTURAL COMPONENTS OFTHE BUILDING DESIGNED AND SUPPLIED BY KIRBY BUILDING , D- Y 53 T E M 53 / - THE A r INC., IF ERECTED AS INDICATED. NOTE THAT KIRBY'S ENGINEER 15 NOT ACTING AS ASSOCIATE OF RECORD FOR T�i,-, ICONSTRUCTION PROJECT. DESIGN LOADS HAVE BEEN APPLIED IN RISC QUALITY CERTIFICATION, CATEGORY ffl TYPE K I RBY RIB I I KIRBY 1ENG I NEE SIAL ACCORDANCE WITH THE 1997 STANDARD BUILDING CODE GAGE: 26 26 FRAME LIVE LOAD .... 12.00 PSF ROOF LAVE LOAD . . . 20.00 PSF COLLATERAL LOAD.....0.00 PSF WIND LOAD .......... 100.00 MPH CkCOLOR: _.,ZINC OYSTER SEISMIC CRITERIA: AV...0.04 AA ... 0. 04 OCCUPANCY FAC -FOR: I ALUM 1 NUM GRA`( -J. WALTER LEWIS FLORIDA P.E. #23966 DEAD LOAD..... NORMAL WEIGHT OF METAL BUILDING -r S KIRBY BUILDING SYSTEMS I N ISH: Z I �lrl S I L 1 CONE COMPONENTS AS SUPPL I ED BY KIRB F Y 124 KIRBY DRIVE ALUM I NUM POLYESTER PORTLAND, TN. 37148 (615)325 4165 WTE: PRIMER COLOR THIS BUILDING 15 DESIGNED AS AN ENCLOSED STRUCTURE. ALL EXTERIOR COMPONENTS (DOORS GENERAL NOTES: W I NDOWS, ETC.) MUST BE DESIGNED TO WITHSTAND THE WIND LOADINGS SPECIFIED FOR THE DESIGN I R rr E 0 0 X I D E OF COMPONENTS AND CLADDING IN THE DESIGN CODE LISTED ABOVE. S IN ADDITION, ALL AREAS OF. EXTERIOR GLAZING MUST BE PROTECTED FROM BREAKAGE BY WINDBORNE -I'M DESCRIPTION 1. MATERIALS AS DEBRIS BY A SCREEN OR BARRIER. NO ALLOWANCE HAS �EIEN MADE FOR A COLLATERAL LOAD (SPR I NKLER, CE I L I NG, ETC. I N THE DE GN STRUCTURAL STEEL PLATE t,570 / A572 SI THIS STRUCTURE. HOT ROLLED HILL SHAPES A 3G OF COLD FORM SHAPES A 57 0 ROOF AND WALL SHEETING A653 / A792 BOLTS A307 / A325 2. A325 BOLT TlGHTENINQ REQUIREMENTS 6. PANEL HANDLING ALL A325 BOLTS SHALL BE TIGHTENED BY THE TURN -OF -THE -NUT i METHOD IN ACCORDANCE WITH THE " SPEC IFICATION FOR METAL BUILDING PANELS ARE ldAXED OR OILED FOR FINISH PROTECTION DURING SHIPPING AND s -FORAGE. THE WAWDR OIL MAKE, STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS-, Nov. 13, 1985, SECTION 8. d.1 PAGE 5-273 AND COMMENTARY THE PANELS SLIPPERY AND HAZARDOUS TO WALK ON OR STAND ON. THE WAX OR 0 1 L CAN BUILD UP ON SHOES, GLOVES, AND CLO -1-1-1 I NG SECTION C8 PAGE 5-304. MAKING CLIMBING OR "ALKING ON OTHER COMPONENTS HAZARDOUS. 3. STRUCTURAL SHOP COAT PAINT 7. ERECTION NOTES THE COAT OF SHOP PRIMER IS INTENDED TO PROTECT THE STEEL FRAMING FOR ONLY A SHORT 'PERIOD OF EXPOSURE TO THE BUILDING MUST BE ERECTED ACCORDING TO THE FRAMING PLAN,-, STANDARD DETAILD, SPECIAL DETAILS AND NOTES TO ASSURE APPROPRIATE FIELD APPLIED FINISH. KIRBY STANDARD SHOP COAT CONDITIONS. SHOP COAT PRIMER DOES NOT PROVIDE THE APPEARANCE, DURABILITY AND/OR PROTECTION OF AN COMPLIANCE WITI Dr- FSIGN LOADS AND BUILDING CODE REQUIREMENTS. FIELD MODIFICATION OF THE BUILDINGS OR BUILDING COMPONENTS -r PAINT SHALL MEET OR EXCEED THE REQUIREMENTS OF WHICH WILL AFFI.CT THE STRUCTURAL INTEGRITY OF THE BUILDING WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL BY AN AUTHORIZED -r-rp-636. TI VF OF KIRBY BUILDING SYSTEMS. FEDERAL SPECIFICATION REPRESENTA 4. TEMPORARY PANEL STORAGE.- ------ PAINTED BUILDING PANEL WITH KIRIJYKOTE 2000 FINISH ARE F-lIGH-QUAL iT\( CONSTRUCTION MATERIALS. WHILE IN THE of thd"n, BUNDLE, PANELS SHOULD BE PROTECTED FROM HIGH TEMPERATURE, HUMIDITY, AND MOISTURE, OTHERWISE, DAMAGE CAN I, - ". sib OCCUR TO THE PAINTED SURFACE OF -[HE PANEL. PLEASE REFER TO THE "liJARNING LABEL" THAT KIRBY APPLIES TO EACH tllfl�j -fnay be usC'd ti') ,sot t,o; o BUNDLE OF KIRBYKOTE 2000 FINISHED PANELS FOR PROPER 5-1-ORAGE PROCEDURES. d(-,fivf,�ry di" thl"; �*{QJU Prior to lofionjt dl 'a� 5. TEMPORARY BRACING -vii-th the vlc,�( Ul I I j�-! C,I, IR I u, i ✓ on oi BUILDER/cuf:-5TO�,'lER' SHALL SPECIFICALLY NOTE THAT BRACING fURNISHED BY KIRBY IS INTENDED To BE USED FOR THE beust,ki aS not to fty�j - 'A E'E THE BRACING WILL BE ADEQUATE AS TEMPORARY 3 �xr COMPLETED BUILDING; KIRBY DOES NOT REPRESENT OR GUARANTEE THAI -lay it 1�1 e, , c THE BUILDING. I • BRACING DURING ERECTION OF 111, SRB (c) 1 9�97 K i r -by Bu i Ld i 5ys tems, I nc. 527074MB-CVR i (5 3 4 6 7 8 9 201 ' 44! OUT TO OUT STEEL & EXISTING -BUILDINGS 0 ' S I DE -WALL -. fl 0 O 0 O O O 9 >2 O O 0 0 0 0 • r / o a • • o • o +� o � o • o • o • : r AE3 0"� AB 01 AB 01� [B O1 AB 01 AB 01] (�ABO1__ ABO52 . A3a�2 0 Ln'in nl I I I I I t I z« C 'A BO550 ABOSO oINA `:. • 0 0 I ZI o U-) I I I I I I Lo LIJ LI..J i Q I I) I m I I I o 0 U ( O _ ABQSQ I I _,: ABOSO O O CD • o co F_ TMa o / / -J m C� / M/ 1 l a 1 I I I I o C 0 nJ c~n ro rn Ln r x /,X, I A 6�) o o o � �13Q5�F// LJ W 0 u� o 0 O kR L1 J LTJ 138 2F- - cn OUT TO OUT STEEL o I -- a Qo1. o • o ` 0 • o Ln O "T F - � I � F- C) 0 0 __n LO ABU52 B ]:A] .4 AB052 • a • o s rt r a O 0 0 0 • Q Q SIDEWALL 1" L r'19,10 / `0 0 1 10 1 , 0 20,1 0'10 21 /F" 4 63'2" ANCHOR BOLT SETT INC FLAN lid FINISHED FLOOR ELEVATION = 1QO'0" BASE PLATE ELEVATION = 100' 0" UNLESS NI ATE OTHERWISE t A.B. SIZE AND PROJECTION ANCHOR BOLT QUANIITY F?ROJ MIN EMBED ' GENEF<A,L. NOTES: ALLOW. LOAD ENGftrER S SEAL I..�... - P (IN.) D (IN.) QTY . BOLT DIA , TO BOLTS (LBS.) CERT I F I CATION EXTENDS ONLY f FOR THE LOADS SP`�.C1t ISD ON K I RBY S PURCHASE ORDER AS APPLIED 1. ALL DIMENSIONS ARE OUT TO OUT OF STEEL. IF CQHCRETE F-- a°- .. , 0 �--- - - - - TO THE STRUCTURAL_ COMPOtiENT) OF 1 HE BU ILD1hry I SIGNED AND SUPPLIED - BOTTOM OF _ LEO BY IRB( BUILDING NOTCH IS REC)UIRED, THEN THE APPROPRIATE DIMENSIONS P t - BASE PLATE AS REQ'D � SYSTEMS, INC., I F ERECTED AS IND 1 CATLD. NOT THAT K I RBY S ENG I NEER I � >r10T ACTING AS THE I SHOULD BE ADDED TO OBTAIN THE OUT TO OUT OF CONCRETE - -- „ - ENGINEER OF RECORD FOR Till"' CONSI RUCT I ON PROJECT. DESIGN LOADS HAYE BEEN APPLIED IN 8400 2 # ACCORDANCE WITH THE FOLLOWING DEQ LGN` DIMENSIONS. 6 I COD_ I1�tAT I ON: 2. CONCRETE STRENGTH = 3000 PSI HOOT: OR BEND PHR _ � "I 997 STANDARD BUILD 1 NG CODE J. WAL TER LEW I S A . C . 1 . BLDG. CODE 5� 1 15 r 000 3 .-.- ARE 3. ANCHOR BOLTS ARE NOT FURNISHED BY THE MANUFAC rURER . FRAME LIVE LOAD.... 12.00 P55F ROOF L l l�- LOAD.. .20, 00 PSF t - D OR GOVERNING CODE rr ,r COLLATERAL LOAD. ; ..: Q. 00 PSr= ... r..ORI�JA P.E. a�2396E t 4. DRAWINGS ARE NOT TO SCALE 1 23 400 S .. ..- ... WIND, LOAD ... 0 BUILDING .. . 10 .00 t�IPri r ` FACTOR; KIR3t 3JILDIN� SYSTEMS -._ BOLT MATERIAL = ASTM A3S SEISMIC CRITERIA, AV,,,0.0-1 AA 0.04�,C. At,Y r -ACTOR; I .� 124 � RBY V L ,. ,, b ;f a ` I DRIVE ` - ANCHOR BOL EMBEDMENT LENGTH - PORTLAND, TN. 57148 H TEM T N I D I S T BE B( THE DEAD LOAD.. . , , NORMA! 'rtE EIGHT OF KETAL '�.JiLDING tal�)325-4165 j# FOUNDATION ENGINEER. CQMPOt►ENTS AS SU? IC BY KI 3 f w Dart. _rIGR.: • tJ Jj __j W LU 1— 0 D 0 0 0 Ln o a, 6 I 7 ,f Er, lm a, ul m e N� CJ m O S I DEWALL. BAY SPACING BAY SPACING C4) J-_OA.BOLTS [AE300'1 A $ ° o _ -.J CD 1 o J,_ aaoso 4„ C� U Q ! . o C.. Flu 31 , 0„ 19/10„ , ►�I I 11 I(D (VV I I I I L 0 z u el U -� U 2 I ABO52 AFJ 0- fl I AB 01 • o s o • o II AB 0 !J EA:B:()-O- -I AB01 • o • o • AB O1 o • o AB Ol • o A3052 • o J 0 0 • o +� o -----� o 0 0 0 0 0 0 _.. o` a :� o 0 8 rr , 2 rf 10, zw (4) �"OA.BOLTS AE3050 26 1 26' 10 2 6 10 30 0 0 o 8 Owl nfi i I n L 1 LJ W 0 u� o 0 O kR L1 J LTJ 138 2F- - cn OUT TO OUT STEEL o I -- a Qo1. o • o ` 0 • o Ln O "T F - � I � F- C) 0 0 __n LO ABU52 B ]:A] .4 AB052 • a • o s rt r a O 0 0 0 • Q Q SIDEWALL 1" L r'19,10 / `0 0 1 10 1 , 0 20,1 0'10 21 /F" 4 63'2" ANCHOR BOLT SETT INC FLAN lid FINISHED FLOOR ELEVATION = 1QO'0" BASE PLATE ELEVATION = 100' 0" UNLESS NI ATE OTHERWISE t A.B. SIZE AND PROJECTION ANCHOR BOLT QUANIITY F?ROJ MIN EMBED ' GENEF<A,L. NOTES: ALLOW. LOAD ENGftrER S SEAL I..�... - P (IN.) D (IN.) QTY . BOLT DIA , TO BOLTS (LBS.) CERT I F I CATION EXTENDS ONLY f FOR THE LOADS SP`�.C1t ISD ON K I RBY S PURCHASE ORDER AS APPLIED 1. ALL DIMENSIONS ARE OUT TO OUT OF STEEL. IF CQHCRETE F-- a°- .. , 0 �--- - - - - TO THE STRUCTURAL_ COMPOtiENT) OF 1 HE BU ILD1hry I SIGNED AND SUPPLIED - BOTTOM OF _ LEO BY IRB( BUILDING NOTCH IS REC)UIRED, THEN THE APPROPRIATE DIMENSIONS P t - BASE PLATE AS REQ'D � SYSTEMS, INC., I F ERECTED AS IND 1 CATLD. NOT THAT K I RBY S ENG I NEER I � >r10T ACTING AS THE I SHOULD BE ADDED TO OBTAIN THE OUT TO OUT OF CONCRETE - -- „ - ENGINEER OF RECORD FOR Till"' CONSI RUCT I ON PROJECT. DESIGN LOADS HAYE BEEN APPLIED IN 8400 2 # ACCORDANCE WITH THE FOLLOWING DEQ LGN` DIMENSIONS. 6 I COD_ I1�tAT I ON: 2. CONCRETE STRENGTH = 3000 PSI HOOT: OR BEND PHR _ � "I 997 STANDARD BUILD 1 NG CODE J. WAL TER LEW I S A . C . 1 . BLDG. CODE 5� 1 15 r 000 3 .-.- ARE 3. ANCHOR BOLTS ARE NOT FURNISHED BY THE MANUFAC rURER . FRAME LIVE LOAD.... 12.00 P55F ROOF L l l�- LOAD.. .20, 00 PSF t - D OR GOVERNING CODE rr ,r COLLATERAL LOAD. ; ..: Q. 00 PSr= ... r..ORI�JA P.E. a�2396E t 4. DRAWINGS ARE NOT TO SCALE 1 23 400 S .. ..- ... WIND, LOAD ... 0 BUILDING .. . 10 .00 t�IPri r ` FACTOR; KIR3t 3JILDIN� SYSTEMS -._ BOLT MATERIAL = ASTM A3S SEISMIC CRITERIA, AV,,,0.0-1 AA 0.04�,C. At,Y r -ACTOR; I .� 124 � RBY V L ,. ,, b ;f a ` I DRIVE ` - ANCHOR BOL EMBEDMENT LENGTH - PORTLAND, TN. 57148 H TEM T N I D I S T BE B( THE DEAD LOAD.. . , , NORMA! 'rtE EIGHT OF KETAL '�.JiLDING tal�)325-4165 j# FOUNDATION ENGINEER. CQMPOt►ENTS AS SU? IC BY KI 3 f w Dart. _rIGR.: • tJ Jj __j W LU 1— 0 D 0 0 0 Ln o a, 6 I 7 ,f Er, lm a, ul m e N� CJ m O S I DEWALL. BAY SPACING BAY SPACING C4) J-_OA.BOLTS [AE300'1 A -o OLL COLUMN SHAPE' VARIES <� 0 MC o 8„ LR, MR a m O 2" 2„ ,- CO 0 4-R SIDEWALL BAY SPACING BAY SPACING (4) 1 "OA. BOLTS ABOOI 1'0" SIDEWALL ,r 3 1 rr 00 -�.- m I co Ujz rr ri 7` 10 (4)"OA . BOLTS 1AB 4 .r1 ty 1 11� �a.f ala LT)�y$',. 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I. ?' w 5 �1,.�. 4fi�y i,.Sp�.J,.��e%�.l�lal�a,3a� %_v.��b,.tj✓�s.o sgll t d an�uyx ��:Ic�3�r��.� �� a�i � 1:�� deja + �:ehf c��;j'A';v0 ''J :� this � noject. d v p REV DESCRIPTION BY DATE 0 CONSTRUCTION JAL 7-13-00Kir BUILDING SYSTEMS A DIVISION OF ASSOCIATED BUILDING SYSTEMS, INC. � TITLE:• ANCHOR BOLT PLAN BUILDER: METAL. BUILDING MAINT. ,?l v CUSTOMER: BENCHMARK LOCATION: SANDFORD, FL ,TE: ID NUMBER 527074 M 8 J [�3 A T SRB QB NO: - 527074 DRN.BY: JAL DATE: 7-13-00 CKD . BY: 4A DATE: , DWG. . O E 1 F. IS $ 1'Q" -.J CD 1 o z 4„ C� U Q z C.. I 11 I(D L 0 z U -� U 2 1 C) /Q� J V 1 < 8 rr , 2 rf 10, zw (4) �"OA.BOLTS AE3050 -o OLL COLUMN SHAPE' VARIES <� 0 MC o 8„ LR, MR a m O 2" 2„ ,- CO 0 4-R SIDEWALL BAY SPACING BAY SPACING (4) 1 "OA. BOLTS ABOOI 1'0" SIDEWALL ,r 3 1 rr 00 -�.- m I co Ujz rr ri 7` 10 (4)"OA . BOLTS 1AB 4 .r1 ty 1 11� �a.f ala LT)�y$',. ' ,.S u., i.F.,�...,. 1. 4` These ar -i 2e�a d /j�N.1J;k�j1- f �.5`.$ %�' eia`-»'�"} �;. t _tpr 5i se ;R... al t� § !�'l-✓ cf. v�'L.^7 1 ' ..f, a /:, lj b y >"` -°t t, .. t.'w/ t......_. >.. .u.-,.1yJ {.�,�.i. `S✓':.._....: ��y a �` p� J �¢.rids, s� �,` P.P �,. '.1 �..A; '� r a C' J ` (u I7 of 3 /'�.+'L. : AE � -+✓r __.?. � y �� s..'y:.s' use,,,! ,,, ;.�..� 0.�. -3.i x� L��k.✓ � G ' 4? � a .: rag �� ,' � �� ISE �.� .�.a x�_+'IJ s.J u .. k , i .., i'f' 4� f J ....^ 1 �i T a� is ,3 A&a � f -�- } t �, z3 �'Y L �k . i;\d %.Y -:✓ %.1 :t, Ja ' ts' C.L dtl -y { a.� f '.r) is -•:.d . 8 4. 1 �- !? ,y_�t� �d , a. ,+, i ii necessary for ;. I f_,• �3a�n_ :,? c.lc-:✓ �.d+'..a. o^t✓a112_a Note: .L1, 7 1-1! I. ?' w 5 �1,.�. 4fi�y i,.Sp�.J,.��e%�.l�lal�a,3a� %_v.��b,.tj✓�s.o sgll t d an�uyx ��:Ic�3�r��.� �� a�i � 1:�� deja + �:ehf c��;j'A';v0 ''J :� this � noject. d v p REV DESCRIPTION BY DATE 0 CONSTRUCTION JAL 7-13-00Kir BUILDING SYSTEMS A DIVISION OF ASSOCIATED BUILDING SYSTEMS, INC. � TITLE:• ANCHOR BOLT PLAN BUILDER: METAL. BUILDING MAINT. ,?l v CUSTOMER: BENCHMARK LOCATION: SANDFORD, FL ,TE: ID NUMBER 527074 M 8 J [�3 A T SRB QB NO: - 527074 DRN.BY: JAL DATE: 7-13-00 CKD . BY: 4A DATE: , DWG. . O E 1 F. IS 3. 1K 4%` WIND BRACING REACTIONS . AT COLUMNS C 1 , C1 d' r, Ui C0 -t- U +� X � 1- -1 Q ,.�e o -1- x� m ✓ �7 FRAME LINE: 1 WIND COLUMN REACTIONS I _ FRAME LINE (S) 2-4 t) r 1 FyE c 1F xR 0 FRAHE L I NE (5) 7-8 '/ �.i.�L.; , s! �1 ✓ 3t '� ' a ,�ti �?0.� ✓ r � _ 4 1 NAME LOAD DESCRIPTION ROW HORIZ -VERT MOMENT ��- NAME _ LOAD DESCRIPTION ROW HORIZ - VERT MOMENT 001 DL I LL+C'L DATE; ,, II 7-1 3-D0 I _ CKD.BY:I A - 15.7 -� 20.€3 0.0 001 DL+LL+CL - A 1 2. 1 1 6. 3 0.0 001 +�- DL+LL+CL E -15.7 20.8 0.0 001 Dl_+LL+CL E -12.1 16.5 0,0- 002 .75(DL+WL) A -15.4 -18.7 0.0 002 .75(DL+WL) � A -11.7 -14.4 0.0 002 .75(DL+WL) E 8.6 -13.1 0.0 002 .75(DL+WL) --- - E 7.8 -9.9 0.0 502 Arai -Symmetry of 002 A -8. -13.1 ( 0.0 003 75(DL+WR) --- A -F.4 --10.0 0.0 502 Anti -Symmetry of -�_-- 002 E 15. -1 -18.70.0 003 75 (DL.+WR) E 1 1 . 1 _121,3 0.0 021 .75 (DL+WB) - A -12.8 -20.0 0.0 021 . 75 (DL+WB) A -9.6 -15.4 0.0 021 .7S (DL+WB) E 12.8 -20.0 �� 0.01021 .75 (DL+WC3) E 1 1 .4 -15.3 _ 0.0 ^ - 401 401 02 402 DL+L,L+CL+LT r DL+LLi-CL+L'I' - .75(DL+WL+LTL) 75 (DL+WL+LTL) A E A E 11.9 -11.9 -11.5 7.5 16.3 24.4 --14.3 -20.2 0.0 _ 0,0- 0.0 �0. 0 403 _--- . 75 (DL��WR+LTR)A -6.2 -9.9 � 0.0 4v3 .._75 cD1.�wR+�.TR> ____....__. E - 10,9-- -2a . 6 1. o FRAME 5`__ ._� FRAME COLUMN REACTIONS II I ., ...-_.. NAME DESCR I P r I ON _LINE(S) ROW HOR I Z- VERT MOMENT 001 _LOAD_ DL+LL+CL A^ 16.6 22.0 0.0 001 DL+LL-+-CI_ E _16.6 22.1 0.0 002 .75 (DL+W1_) A -16. 4 -1 9. 9 0.0 002 .75(DLIWL) �. E _ 10.3 -13.8 0.0 '_ 003 .75(DL+WR) A -9,2 -13.9 0.0 003 75 (DL+WR) _ E _ 15. J.-1 9. 8 J 0.0 021 75(DL+WB) A 13.E) -21.2 0.0 021 _ 7S (DL I WB)- -- 1 J_.I.. 21 . 2 -E� _ ^� T FRAME LINE (S) 6 NAMELOAD DESCRIPTION ROW HORIZ VERT_ MOMENT 001 DL+LL+CL T- A 1 4. 7 1 9. S 0.0 001 " DL+LL+CL E -14.7 19.5 0.0 002 .75 (DL+WL) A -1 4. 3 -1 7. 4 _m- Q.0 002 .75 (4L+WL) E 9.0 -1 2. 1 0.0 UU3 75 (DL i WR) A --�-8. 0 - 1 2. 1 0J) 003 -6-2-1- .75 (DL+WR) E - 1 3. 9 -17.4 0.0 . l5 (DL+WB) T A- 1 1 . 9 18.6 0.0 021 .75(DL-IWB) E --- 13.2 -18.5 � U.0 401 DL+LL+CL+LT_. - -- A - 1 4. 8' 19.5 0 U 401 DL tLL+C:L+LT - E - ._ -14,6 2'1.6 - 0.0 402 75(DI_+WI_+L.'rL) -� A --'14.3 X17.4 0.0 402 .75 (DL I-WL+LTL) E 9.Q _ -1 4. 1 0.0 403 . (5 (DL+WR+L'I'R) A 8. 0 -12.1 Q.0 403 _.75 (DL+WR+L.TR) E 13. 1 -19, 4 3. 1K 4%` WIND BRACING REACTIONS . AT COLUMNS C 1 , C1 d' r, Ui C0 -t- U +� X � 1- -1 Q ,.�e o -1- x� m ✓ �7 FRAME LINE: 1 WIND COLUMN REACTIONS I F. I, If I I n I I. 1 2. ;� el 1 1 I II I I ILI I .I I .III a ( 1r1 [ �lD E3R,A,C I NG REACTIONS �T COLUMNS) B9, C9 _j yl- (D +J_j _j�,C) _J Y r rte• 1!) RAS"•9r L 1 IEE : 9 WIND COL -UI -IN REACTIONS a DETAIL KEY KIRBY ENGINEER'S SEAL CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIr=IED ON KIRBY'S r"ETAIL No. PURCHASE ORDER AS APPLIED TO THE 2.7 r. O I . u I WIND BRACING REACTIONS AT COLUMNS G7, G8 r-, (I7 �s CL J G� -+-__1 _j OD O X r L Ln J Ln E-) COLUMN REACTIONS AT COLUMNS Fr'), G6 k V11 M1 t) r 1 FyE c 1F xR 0 t } i �) '/ �.i.�L.; , s! �1 ✓ 3t '� ' a ,�ti �?0.� ✓ r � _ 4 1 r � ):n oily 1 L Inc d' '4 "s 0�3 f" J nJ 4 i P�✓ 9 Si 2J i9a 4�J I %�.?1':I'�;1g,J '�•Va�ir??i� i1 e, Ilxi.iljr 4J ✓ it -I rte_, BUILDER: -_ MET L. BUILDING MA I NT CUSITOMER: BENCHMARK DATE; ,, II 7-1 3-D0 I _ CKD.BY:I LOCATION: SANDFORD, FL DATE: 1 v ( U : F. I, If I I n I I. 1 2. ;� el 1 1 I II I I ILI I .I I .III a ( 1r1 [ �lD E3R,A,C I NG REACTIONS �T COLUMNS) B9, C9 _j yl- (D +J_j _j�,C) _J Y r rte• 1!) RAS"•9r L 1 IEE : 9 WIND COL -UI -IN REACTIONS a DETAIL KEY KIRBY ENGINEER'S SEAL CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIr=IED ON KIRBY'S r"ETAIL No. PURCHASE ORDER AS APPLIED TO THE 2.7 r. O I . u I WIND BRACING REACTIONS AT COLUMNS G7, G8 r-, (I7 �s CL J G� -+-__1 _j OD O X r L Ln J Ln E-) COLUMN REACTIONS AT COLUMNS Fr'), G6 k V11 M1 t) r 1 FyE c 1F xR 0 2. ;� el 1 1 I II I I ILI I .I I .III a ( 1r1 [ �lD E3R,A,C I NG REACTIONS �T COLUMNS) B9, C9 _j yl- (D +J_j _j�,C) _J Y r rte• 1!) RAS"•9r L 1 IEE : 9 WIND COL -UI -IN REACTIONS a DETAIL KEY KIRBY ENGINEER'S SEAL CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIr=IED ON KIRBY'S r"ETAIL No. PURCHASE ORDER AS APPLIED TO THE 2.7 r. O I . u I WIND BRACING REACTIONS AT COLUMNS G7, G8 r-, (I7 �s CL J G� -+-__1 _j OD O X r L Ln J Ln E-) COLUMN REACTIONS AT COLUMNS Fr'), G6 k V11 M1 t) r 1 FyE c 1F xR 0 t } i �) '/ �.i.�L.; , s! �1 ✓ 3t '� ' a ,�ti �?0.� ✓ r � _ 3 r ,,� ,�-• 44 I� '.�Fr4Ll.`�.,e '(pal1�� a�� g��r`,Q y (1 � ):n oily 1 L Inc d' '4 "s 0�3 f" J nJ 4 i P�✓ 9 Si 2J i9a 4�J I %�.?1':I'�;1g,J '�•Va�ir??i� i1 e, Ilxi.iljr 4J ✓ it -I rte_, I� udryy I Oki STRUCTURAL COMPONENTS OF THE BUILDING IDESIGMED AND SUPPLIED, BY KIRBY 3U ILDL! ~;GYSIT HS, INC., IF ERECTED lAS II101 ATED. 1 >✓� �- fl, %� > I � r -. . BUILDING SYSTEM A DIVISION OF A950CIATED BUILDING SYSTEMS,INC. 1 TITLE: COLUMN REACTIONS DRN. BY: JAL J. WALTER _� r,�I� L ' nFLORIDA P: E, s'�39oS KIRBY BUIL+DItiG SYST_1.13 '124 KIRBY DRi`!E PORTLAND, T�tl. 37148 it -I rte_, BUILDER: -_ MET L. BUILDING MA I NT CUSITOMER: BENCHMARK DATE; ,, II 7-1 3-D0 I _ CKD.BY:I LOCATION: SANDFORD, FL DATE: 1 v ( U 615)325-11165 I D NUMBER; 527074MB_RE01 bwh JOB NO: 527074 DWG. N0: E2 OF. -t.5 MEMBER INFORMATION BOLT INFORMATION ON COLUMNS, PIECES ARE SHOWN FROM BOTTOM TO TOP ON RAFTERS PIECES ARE SHOWN FROM LOW SIDE UP. u I O.F. 7/ KEY QTY SIZE i O WEB . g/2 X 1 16 3/4" X 2" 1 CONN 7/16 X. 8X 0-8-15/16 /? X 6 X 3-0-15/16 7/16 X 6 2 8 3/4" X 1-3/4" O I 1 WEB GA 3 14 3/4" X 1-3/4 " r I.F. 1 6 - CONN 1/2 X/16 / 1— 4 18 3/4" X 2" 4X 1 O W,� 11GA 0 A /4 X CONN 3/8 x 6 x 1-93/ 2-7-1/6 O.F./6X O 4 WE I F /16 X —CONN 1/2X - - , ..$_i 1-9 F. 114 x I O W 1 I.-GA 1.1 0GA — I I.E.1/4 X ON X -9 — 3/8 X 6 X 2-7-1/8 I +,;O.F. 17/166 � I © �WE/ #1/2 X 6 Co X —1- 1 'I I 11 t I I I A E I I I . I 50'2,k*" ``—____ S0 ' 2 T1„ �Iry 12 t------- ---"`o o - 12 1 �----- 29' 3 I?0 , 1 , 6 1 .. o 20' 1 ; 6 i�- 9 AT 5 0 9 AT 5,0„ 1 3 r7 4" ul in ( n Ul O v 00 O t " O O O y C r r� n 0 (D r lD v O 0 O O 0Ln 0 r U, o m mo U)N o o ° c0 o ° mm 0 _j m m co O O N 0 m m m m O -► O G O V 0 O I0 I I � J m 0 m I U_ m C J 0 V ,- O O O CD U I J (+') O (D mo m o O C LL co m II m _j i CD LL__— LI m m ri 1 I I 1 II I I I a a 2 � c 2 V III '► � I 4 1 1 0 0 Ln Ln a FBBL030011(OS) — FBBL030211(OS) a a Q 0 a �V N i �coo FBBL020806(10S) co Ir I a MASONRYz It /7NOT BY KBS) 0 m Qof N f c... re.t .iii n 1 g� �.k. ", F.:%r Y. i`•'�a°-✓ _ nay Ida IV n Ca 5 0 0 4 �giCljt�C$ 6._g4 y �pk f"1 w 50 ' 0 " I�rafl1- $C9 `I3( �`+ �.` it 1.1t�'� 1t'➢0 �i'.i'�w D'i?.,._a Gt1,(�. � y,^1 �",1t,y�1.'{drc, �'�:'�1. .fir?�'"i�{?,L} n, t n 1 00 0 e :ay ' f a d .r,. r .� 61.a1ti � a s (sz i11";1 , • rt ; .l file �.gii( �� 1 N 7 R1 i a ' 1 and I CROSS SECTION AT FRAME LINE S PURLIN DEPTH = 10 1. REFERENCE ELEVATION = 100'0'. 7. ALL FLANGE BRACE LOCATIONS MARKED BOTH SIDESr (BS) AT EXPANDABLE END FRAMES REQUIRE ONE FLANGE DETAI_ =Y KIRBY ENGINEER'S SEAL REV DESCRIPTION BY DATE GIRT DEPTH = 8 2. ALL BASE PLATES AT REFERENCE ELEVATION UNLESS Kor" USE 1/2" X 1" A307 BOLTS TO CONNECT FLANGE NOTED. BRACE TO BE INSTALLED AT THE TIME OF ERECTION, CERTIFICATlON EXTENDS ONLY FOR S STRUCTURAL SRB 07/13/00 I BRACES TO FRAME. WHILE THE OTHER IS TO BE STORED AND USED AT THE THE LOADS SPECIFIED ON KIRBY' S 3. SEE ANCHOR BOLT PLAN FOR ANCHOR BOLT SIZES AND TIME OF A FUTURE ADDITION. G_;:1'� t;�. PURCHASE ORDER AS APPLIED 1 ED TO THE USE 1/2" X 1" A307 BOLTS TO CONNECT FLANGE DETAILS, BUILDINGSTRUCTURDESIGNEDAL NANDSSUPPLIED OF THE BUILDING SYSTEMS �� BRACES TO PURL I NS/G I RTS. B. ALL CONNECTION BOLTS OR FIELD WELDS, PURLINS �� A DIVISION OF ASSOCIATED BUILDING 5YSTEMS, INC. 4. FLANGE BRACES ARE REQUIRED ON BOTH SIDES (BS) AND ALL FLANGE BRACES (FEB) MUST BE PROPERLY BY KIRBY BUILDING SYSTEMS, INC., VERTICAL CLEAR AT BACK HAUNCH = 18-7-3/8 IF ERECTED AS INDICATED. OR ONE SIDE (OS) AS NOTED. INSTALLED ON MAIN FRAMES AS THEY ARE ERECTED TITLE: CROSS SECTION DRN.BY: VERTICAL CLEAR AT FRONT HAUNCH = 18-5-3/4 F .rE. c. -: AND BEFORE ERECTION LOADS ARE APPL I E:D. - _ -'-� J. WALTER LEWIS BUILDER: METAL BUILDING MA I NT . DATE: S. ALL MAIN FRAME CONNECTION BOLTS ARE A325 BOLTS. `�'` I`^. FLORIDA P.E. .23956 VERTICAL CLEAR AT PEAK = 22-10-3/16 _ , , 'I 6. FOR FLANGE BRACE CONNECTIONS ON ONE SIDE (OS) -- jP-- KIRBY BUILDIN; SYSTEMS CUSTOMER: BENCHMARK CKD.BY: HORIZONTAL CLEAR BETWEEN A AND E = 92-8-3/16 "O'O OF FRAME, SEE DETAIL eRto5 FOR FLANGE BRACE 124 KIRBY DRIVE �1/� CONNECTIONS ON BOTH SIDES (BS) OF FRAME PORTLAND, TN. 37148 LOCATION: SANDFORD, FL DATE: c SEE DETAIL BR106 (615) 325-4165 I D NUMBER: 527074MB_XOSA SRB JOB NO: 527074 DWG. NO: E4 OF:15 9,i I IR I I I .{ r II I I DETAIL KEY KIRBY ENGINEER'S SEAL 2. ALL BASE PLATES AT REFERENCE ELEVATION UNLESS CBS) AT EXPANDABLE END FRAMES REQUIRE ONE FLANGE 1 14 9 AT S'0n 29' 1 1„ 29 I SO'2j- 9 AT S'0" 20'1j„ � n 1. REFERENCE ELEVATION = 100'0'. 7. ALL FLANGE BRACE LOCATIONS MARKED BOTH SIDES DETAIL KEY KIRBY ENGINEER'S SEAL 2. ALL BASE PLATES AT REFERENCE ELEVATION UNLESS CBS) AT EXPANDABLE END FRAMES REQUIRE ONE FLANGE 1 14 00 NOTED. BRACE TO BE INSTALLED AT THE TIME OF ERECTI0H, OJ CERTIFICATION EXTENDS ONLY FOR �. 0O O O m DETAILS. 8. ALL CONNECTION BOLTS OR FIELD WELDS, PURLINS STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED 4. FLANGE BRACES ARE REQUIRED ON BOTH SIDES CBS) AND ALL FLANGE BRACES (FBB) MUST BE PROPERLY O v 0 , OO 0 — O O V U. WALTER LEtr'IS 6. FOR FLANGE BRACE CONNECTIONS ON ONE SIDE (OS) [_TAILS FLORIDA P.E. •23956 OF FRAME, SEE DETAIL eRtos FOR FLANGE BRACE O O O 0 0 m r O (1) O O r (n O J J m m LL LL m 29 I SO'2j- 9 AT S'0" 20'1j„ � n 1. REFERENCE ELEVATION = 100'0'. 7. ALL FLANGE BRACE LOCATIONS MARKED BOTH SIDES DETAIL KEY KIRBY ENGINEER'S SEAL 2. ALL BASE PLATES AT REFERENCE ELEVATION UNLESS CBS) AT EXPANDABLE END FRAMES REQUIRE ONE FLANGE 1 14 00 NOTED. BRACE TO BE INSTALLED AT THE TIME OF ERECTI0H, OJ CERTIFICATION EXTENDS ONLY FOR O 0 N v m DETAILS. 8. ALL CONNECTION BOLTS OR FIELD WELDS, PURLINS STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED 4. FLANGE BRACES ARE REQUIRED ON BOTH SIDES CBS) AND ALL FLANGE BRACES (FBB) MUST BE PROPERLY ry BY KIRBY BUILDING SYSTEMS, INC., 0 , m° n 0 — !n W U) 0 CD 3.7j„ 50' O,r i II I .I� 100'0„ 1 SO.p"� 1 I, � I i II MAIN BLDG. CIROSS SECTION AT FRAME LINE 6 1. REFERENCE ELEVATION = 100'0'. 7. ALL FLANGE BRACE LOCATIONS MARKED BOTH SIDES DETAIL KEY KIRBY ENGINEER'S SEAL 2. ALL BASE PLATES AT REFERENCE ELEVATION UNLESS CBS) AT EXPANDABLE END FRAMES REQUIRE ONE FLANGE 1 14 3/4" X 2-1/4' NOTED. BRACE TO BE INSTALLED AT THE TIME OF ERECTI0H, 3/4" X 1-3/4' CERTIFICATION EXTENDS ONLY FOR 3/4" X 2" WHILE THE OTHER IS TO BE STORED AND USED AT •iHE 3. SEE ANCHOR BOLT PLAN FOR ANCHOR BOLT SIZES AND TIME OF A FUTURE ADDITION. DETAIL NO. THE LOADS SPECIFIED ON KIRBY'S PURCHASE ORDER AS APPLIED TO THE DETAILS. 8. ALL CONNECTION BOLTS OR FIELD WELDS, PURLINS STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED 4. FLANGE BRACES ARE REQUIRED ON BOTH SIDES CBS) AND ALL FLANGE BRACES (FBB) MUST BE PROPERLY (b BY KIRBY BUILDING SYSTEMS, INC., OR ONE SIDE (OS) AS NOTED. INSTALLED ON MAIN FRAMES AS THEY ARE ERECTED IF ERECTED AS INDICATED. P 5. ALL MAIN FRAME CONNECTION BOLTS ARE A325 BOLTS. AND BEFORE ERECTION LOADS ARE APLIED. E=_CTICti U. WALTER LEtr'IS 6. FOR FLANGE BRACE CONNECTIONS ON ONE SIDE (OS) [_TAILS FLORIDA P.E. •23956 OF FRAME, SEE DETAIL eRtos FOR FLANGE BRACE KIRBY BUILDING SYSTEMS124 CONNECTIONS ON BOTH SIDES CBS) OF FRAME KIRBY DRIVE PORTLAND, TN. 37148 SEE DETAIL eRt os (615)325-416S 12 1 BRACKET/W A325 BOLTS -EAN—TO F. DWG. E7 302 (OS) ! 00 d- I i ' 'n I 1 'I BOLT INFORMATION KEY QTY SIZE 1 14 3/4" X 2-1/4' I 2 8 3/4" X 1-3/4' 3 10 3/4" X 2" 4 14 3/4" X 2' C - I-) I These ::3 " ��1 ' $(' f�i:s zwot ` ♦L 1'��"`y 1� t i r 4 , s tI1� ,' I I 1 y �n � w ,,, � s � 4• (�1 S c p.) I a n I f`f t yL.11 +.. i, P°+ `•is r+«i v.7; d" Id �.1 II I I d I qy.g•� �^ Til C�d�,.) 4 C.�^�`�i C".F�a � i ,.1�is iii "o �}' C�^^^�� r r '-i' ti nY. ew. ##j5 I l esy r�I I 1 a �i�fi✓i., SjD.R.J.n I 6Y l ` J 7C`,°, 1.4.+Ii,i• C s� ,- S O ' 0 ,SLi.CC�.��f�<c�il (:� 4�t'a�. 'yrs ri Ct�,I,. w r LEAN—T� ?�'�C s.arro rn�1 r. �gTC�Mr... II nec �R nit �o k)r. r4 ng5f•,e t. (c. ry di9A(�� - de,�l. and sar,-Y REV DESCRIPTION BY DATEd,, S STRUCTURAL SRB 07/13/00 BUILDING SYSTEMS M A DIVISION OF ASSOCIATED BUILDING SYSTEMS,INC. TITLE- CROSS SECTION DRN. BY: BUILDER: METAL BUILDING MAINT. DATE: CUSTOMER: BENCHMARK CKD.BY: LOCATION: SANDFORD, FL DATE: D NUMBER: 527074MB-XOSA SRB JOB NO: 527074 DWG. NO: ES co N w (b �1- N I-) I These ::3 " ��1 ' $(' f�i:s zwot ` ♦L 1'��"`y 1� t i r 4 , s tI1� ,' I I 1 y �n � w ,,, � s � 4• (�1 S c p.) I a n I f`f t yL.11 +.. i, P°+ `•is r+«i v.7; d" Id �.1 II I I d I qy.g•� �^ Til C�d�,.) 4 C.�^�`�i C".F�a � i ,.1�is iii "o �}' C�^^^�� r r '-i' ti nY. ew. ##j5 I l esy r�I I 1 a �i�fi✓i., SjD.R.J.n I 6Y l ` J 7C`,°, 1.4.+Ii,i• C s� ,- S O ' 0 ,SLi.CC�.��f�<c�il (:� 4�t'a�. 'yrs ri Ct�,I,. w r LEAN—T� ?�'�C s.arro rn�1 r. �gTC�Mr... II nec �R nit �o k)r. r4 ng5f•,e t. (c. ry di9A(�� - de,�l. and sar,-Y REV DESCRIPTION BY DATEd,, S STRUCTURAL SRB 07/13/00 BUILDING SYSTEMS M A DIVISION OF ASSOCIATED BUILDING SYSTEMS,INC. TITLE- CROSS SECTION DRN. BY: BUILDER: METAL BUILDING MAINT. DATE: CUSTOMER: BENCHMARK CKD.BY: LOCATION: SANDFORD, FL DATE: D NUMBER: 527074MB-XOSA SRB JOB NO: 527074 DWG. NO: ES �: ,�• I �� . 1-: I .. i, I (. I ' �� I I -. I `. � � '. • ,. I.. � � �' ' .' I I., � ., i .. PURLIN DEPTH = 8 G I R'r DEPTH = 8 50'0 AT 'o" P�'Z.C)�s II EAN—TO �M ^ 'r' 0 I' ' _.._ 0 S ifi 0 4 _ T — (4)ir�s:i��s — BSC l s -c r I oil' x' TI AP 9c+ T S 5 0 : .... CANOPY 1 ` Q 4 X10 O L � so'a, — MA I N BLDG .$ LEAN-TO LEAN-TO CRO55 SECTION AT FRAME LI"NES. 7 & 8 �.u3 ivl�}� r 3 •v� c� � i v3 � SECTION 11X" „ tter, 'aneL Trim 12 3� � ll -_ I iii � q i .I I I I Y RUC W ..M.11.... rv� p�t� (� fu. i S ['M J � 1 el ,Y 8 a. ffa r! .l<, j."'�" 4 e . Iies, c 0.I..2M�t I, ._. �.� .. ��?.,� dd5� ;r .3,I� " .... yy- �. c1r.1.7E �_liir�«jAPP31 o this ��r� 4..��1 ,:.��. ij ,N'd1 1V YA .', i7 .. #:.! i:v "t. :3.✓x ta..i_'.' .a -Y ..e {$.'a , � -.x F31 4J�,'� j/y •,', f � ..s .:Yr ' 1370., � iI`J� . �v Its Wi, yg `rl bra f�h.i sur '�_�? i:1 n..9 1 ��'.f�.� t:6 .� i .:'V� � v' 1 d.. y•w I , x�3 r, a v �.F':�,�`.v11.�+' .1hy+lr D 1. REFERENCE ELEVATION = 100'0". 7. ALL FLANGE BRACE LOCATIONS MARKED BOTH 51DES DETAIL KEY KIRBY ENGINEER'S SEAL REV DESCRIPTION BY DATE 2. ALL BASE PLATES AT REFERENCE ELEVATION UNLESS (ESS) AT EXPANDABLE END FRAMES REQUIRE ONE FL,kNGE BRACE TO BE INSTALLED AT THE TIME OF ;RECTION, CERTIFICATION EXTENDS ONLY FOR S STRUCTURAL SRB 07/13/00 NOTED. WHILE THE OTHER IS TO BE STORED AND USED AT --HE THE LOADS SPECIFIED ON KIRBY'S 3. SEE ANCHOR BOLT PLAN FOR ANCHOR BOLT SIZES AND TIME OF A FUTURE ADDITION. DETAI! 100. PURCHASE ORDER AS APPLIED TO THE q Kiirow STRUCTURAL COMPONENTS OF THE c DETAILS. 8. ALL CONNECTION BOLTS OR FIELD WELDS PURLINS BUILDING DESIGNED AND SUPPLIED BUILDING SYSTEM, A DIVISION OF ASSOCIATED BUILDING SYSTEM5,INO. d. FLANGE BRACES ARE REQUIRED ON BOTH SIDES (BS) AND ALL FLANGE BRACES (FBB) MUST BE PROPERLY BY K 1RBY BUILDIP:G SYSTEMS, INC. , INSTALLED ON MAIN FRAMES AS THEY ARE ERECTED IF ERECTED AS INDICAEED. f / TITLE: CROSS SECTION DRN.BY: OR ONE SIDE (OS) AS NOTED. REL-=a�d►�:E _ _ AND BEFORE ERECTION LOADS ARE APPLIED. J. WALTER LFW15 METAL BUILDING MA I N T. . DATE, 5. ALL MAIN FRAME CONNECTION BOLTS ARE A325 BOLTS. ER_CT11,t/ BUILDER: �Tr�1NS FLORIDA P.E. ►23966 6. FOR FLANGE BRACE CONNECTIONS ON ONE SIDE (OS) KIRBY BUILDING SYSTEMS A� CUSTOMER: BENCHMARK CKD.BY: OF FRAME, SEE DETAIL BR1 0S FOR FLANGE 13RACE 124 KIRBY DRIVE CONNECTIONS ON BOTH SIDES (BS) OF FRAME PORTLAND, TN. 37148 � /V / LOCATION: SANDFORD, FL DA rE SEE DETAIL BR106 (615)325-4165 ID NUMBER : 527074X—XO3A SRB JOB N0: 527078 DWG. N0: E7 OF: 15 1 dd REF BRACE PURLIN CONN. D (-LS : ER124 PR110 PR1 1 PR110 PR110 rpt; 1 O ?R110 ?R1 10 PR10.1 C r, I I r C�,r< 74 BR124 S f-" E C� I A l-._. I V C� I l._5 � NO. PIECEMARK BR124 SR124 [ ;_ 3 4 5 9 FOR EAVE STRUT CONNECTION DETAILS, SEE PR132 PR134 � CBU83503 x 2 CB083611 ALL PURLIN AND EAVE STRUT TO FRAME CONNS. USE A307 BOLTS S CB083200 - I j FOR BRACING CONNECTION, SEE DR1 4 CB08320 1-1 1 ,2„ 1 ,2„ „ PURLIN LAPS: 1 2 i 3 6-L 1 1 2 2'4 f 3 0 1 2 f 1 2 FIELD LOCA rED ACCESSORIES f oxl (8) RV01AZA RIDGE VENTS O (32) TRP01NYZA TRANS. PANELS co �! 4 E1 - C1 OE1 S) � E2- (1 OE1 5) E2- C1 OE1 S) — E2- C1 OE15) E3- C1 OE1 5) — E4- C10r 15) E5- (1 OE) 5) E6- Cl OE15) c CDt� \ O \ / O O O O O \ / G y u l0 \ O N t �_ z O \ / CL L (+ r v 0 0 I \ N _ (20) P1 - Cl OZ1 4 (20) P2- (1 OZ15) (20) P3- (1 OZ1 5) C20) P4- C1 021 5) (20) P5- (1 OZ1 5) (2U)?o C10? 15) (20) P7- Cl�OZ15> \ - (20) P8- C1 OZ1 5) I o �rny� GC06 T'rP AT 0006 TYP AT m GC06 TYP AT `� GCOo TY? AT ` I '' N ALL PUF,L I I IS �~ ALL PURLINS �-- Y- N ALL PURLINS V ALL ?LQL lti5 (J ;' r, II W, I r -] �I O O O O O O G GC06 TYP AT i ,i I i[ Ili 1 x x xcr_ x x X x ALL PURL IMS FOOD CC \ o O I \ __ O 0 0 Ln / 2 \ `l tQ o 0 / cOV N / \ \ ry O O w\ \x __ _ ____ __ — \ M A I N BLDG. U-1 ) / p p Y J � __ _ _ - \ m - �1 \ - \ \ 0 W — -- / W O r o a \ r 2 n \ 4 0 0 r 0 n o 0 I / `xcc cc � Cc / \ cr o � \ / \ LO- 7D (DL�\ p W G O \ w Ld W G 7 I CL LL. LL G Q Q CT) O O `t O I r o cC 0'l CC a n� F W o 0 3 0! c / \ (Op p 0 N N �V o / \ .- o - L o C1 L J w—i Q' r Cc - (� a a CC Q J N Q / \ X o o X ii 0 X rc,C' o w w �� z — Z / \ 2 2 2 T T \ Z � W L Cr ;� \ r � W (,l7 CEJ c5-C10E15) E6-C10E15)N �W C\1 (r) �� - _ — \ E1- Cl OE1 5) — — E2- Cl OE1 5) E2- C1 OE15) E2- (1 OE15) E3- C10E15) �— ---- f— W J U) v `� i 1 17 -\� L EAN—TO BE-Lolii CO \\ REF . D'rIG . E9 Co ROOF PANEL 15 26GA . K I RBY RID 11 ZING -ALUMINUM 2C� g," o o X O 20,6„ I 1 o 27 0 26 10 26 10 26 1 0 31 0„ 19,10 20'10 21 " 6 r`'' ' '��.�.... W✓ .. ;�� r Ili .l a this �, � a (1 i;�� 7 },'��:� fe.. t� �, (.�.i�1�11.a4'v �1y C Ir J I c c I Q� I a 9 l� �oS �� .'C i $ � �t� ! C Pf'lZ ft 3 {yc l d �Jd,i� r n ¢ j�dDjfu rl sl u 1 T.i!•:➢ flJ°i✓ i2.y ;i �r as.iJ '� Lk?� 42014} f.�3 , x � t f l 3:. I �� prio to 11h ,c,..ia �y � OUT TO OUT STEEL & ESCISTING BLDGS. i�g� )Iyyy� Ar,� r''S'1 � �JBLi� 1r�o!�F I C'f�z10 I�,;1,)�� E° '�E,.. tta s " f- t0 S3' U G !� cp3a 1A'�p + ` 54 I I, �,.� ➢1f� �1 JI, � �,. .:.� V �. ., .5111 c9rly (:Sl4ty+`�(:�Yl^ECtn7 ROOF FRAMING PLAN — DETAI!=Y KIRB'f ENGINEER'S SEAL REV DESCRIPTION BY DATE GENERAL NOTES: CERTIFICATION EXTENDS ONLY FOR S STRUCTURAL SRB 07/14/00Kir 1. USE I- DIA. X I- A--307 BOLTS; FOR ALL 5. ALL PRIMARY AND SECONDARY FRAMING, WIND BRACING, ETC. 8. DO NOT US(_ METAL BUILDING PANELS AS WALK BOARDS OR THE LOADS SPECIFIED Orr KIRBY'S PURLIN LAP CONNECTIONS. MUST BE INSTALLED, PROPERLY ALIGNED, BOLTED OR WELDED WORKING PLATFORMS, NEVER STAND OR WALK ON METAL .r.'_TAm pvo. PURCHASE ORDER AS APDL IED To rr1E PRIOR TO THE INSTALLATION OF THE ROOF PANELS. BUILDING PANELS BETWEEN SUPPORTS UNLESS THE PANELS ARE STRUCTURAL COMPONENTS OF THE ------ BUILDING SYSTEMS 2. USE DIA. X 1 A307 OR A-325 BOLTS BUILDING DESIGNED AND SUPPLIED FOR PURLIN N AND EAVE STRUT TO FRAME CONNECTIONS. ONS. FIRMLY FASTENED AT BOTH ENDS AND BOTH SIDES. A DIVISION of ASSOCIAreD QVI�DIN� SYSTEMS, INC. I � - 0. [ "f MAY BE _NECESSARY DURING ERECTION ">-0 MAKE MINOR NOR8Y K 1RBY BUILDING S'fSTE1�i5, INC. , I ` � ALIGNMENTS TO BOTH PURLINS AND G I RTS 9 . DRAWINGS NGS ARE NOT TO SCALE. IF ERECTED As lPIDICATED • T I TLE 3, THE DIAMETER OF THE E3RAC I NG 15 DENOTED BY THE ADJU�TNiENIfI .� AND Al_ I G � ROOF FRAMING PLAN DRN. BY: THIRD AND FOURTH DIGITS OF THE PIECE MARK, PRIOR TO INSTALLING PANELS. ='"cTIQ= J. WALTER LEW15 (EX. 08 AND 10 = >��)='=rTlr� J �/ BUILDER: SET FLORIDA P.E. #239ao �d METAL BUILDING MA I NT . DATE, 7. DO NOT STAND OR WALK ON SECONDARY FRAMING MEMBERS SUCH '" AI!' K1RBY BUILDING SYSTEMS CUSTOMER: BENCHMARK 41. ADEQUATE TEMPORARY BRACING MUST BE PROVIDED BY AS G I RTS, PURLINS AND EAVE STRUTS UNLESS THEY ARE FIRMLY 124 K I RBY DRIVE CKD. BY: THE ERECTOR DURING THE ERECTION OF THE BUILDING. SECURED AT BOTH ENDS AND LATERALLY SUPPORTED. PERTLAND, TN. 37) 43 / LOCATION: SANDFORD, FL DATE: (615)325-4165 I D NUMBER. 527074MB-RUF SRB JOB N0: ' 527079 G. NO: E8 OF; 15 I G 11 I I u PURLIN CONN. D LS ; PR1O�' PRI 10 PRI 10 �B�R12q� BR 124 BR124 76�) 7 PURLIN LAPS: I,t MAIN BLDG. REF. DWG. E8 CD — �, P29- (OZ15) Ir P29- (13Z1 5) y, P LLJ / LEAN–TO \\ w O / \ •��// C� (B) P30- (8Z1 6) C1 1) P31- CBZ1 E) Ll� O ALL6PURL I Ids (3C06TYP AT / ALL PURLINS / F-- \ I O K 1 w N \ P29- COZI 5) PR101 BR112q q 5PECtAL. NOTES., FOR EAVE STRUT CONNECTION DETAILS, SEE PR132 PR13q ALL PURLIN AND EAVE STRUT TO FRAME CONNS. USE A307 BOLTS FOR BRACING CONNECTION, SEE C- E5 C Q Ln w I 0 Ln O I— OBD � Q Q. 0 0 N J 51 F" O � J N z nn4� l.l. w Q 0 a O 0 w CC U) G cs 20 «) REF BRACE NO. PIECEMARK 1 CB083200 Q O w O O Q r-� O v 104 SOFFIT PANEL LAYOUT 60FF I T PANEL 11 26GA E20- (BE16) E21- CUE 16) E22- CUE l o) —F}- __ KIRBY RIB I GLACIER WH 1 rE •� Q. t 0 0 OD 10 CL 0 z Ln u ENO- (SE16) E21-- (BE1 ) lu i. E2Z- CUE16) : 1 9 r 1 0 rr 20 rr I NY iyi .T { 1,0 ' II ¢7 1 0 ' a y+�n�� ,f�Xi 5{ i,3 a'J k' �•,., D� � t 'e ri ri llus, i avvii3f r�u, a a,{Lt f� �✓ 1�f {ji � Uhl,,�ta'. I 20 10 h 20 10 211 ' 6 .I�r¢ _w projectaCl,v �1 f vISr� fI< ts�a uC ski �� l (� Prior to1110"!i, 11L�x'��5,, ) �F 1j ;:, "u-1 I%rb r ' rr s # t� issued ��1��,�I �,1�' i�c e I�1tiIRl,� ��i�T� <;r O3 2 , �, I1;v.Ilgr� for t�a r„aI1stair.'•t:Ian 01., to r.;, 1 c ,;+. OUT TO OUT STEEL CLOW SIDE) Note, th-sc dra d <, 3 011,114n.,,,➢ EIt'Cc, not tC.1 d)C'.} 1_e�+C��3 r�' .��",+1 J16,)�''v1 � Cd.I �I.'�J§'•r.�;�" �.1 ti },_�a 1i%(zI.`y�f�3� t�C€�3�,4iRODE FRAM I NG PLAN DETAIL P'f KIRBY ENGINEER'S SEAL DESCRIPTION BY DATE GENERAL NOTES: - - FZEv DE_�C CERTIFICATION EXTENDS ONLY FOR "I . USE �" DIA. X I" A-307 BOLTS FOR ALL 5. ALL PRIMARY AND SECONDARY FRAMING, WIND BRACING, ETC. 8. DO NOT USE METAL BUILDING PANELS AS WALK BOARDS OR THE LOADS SPECIFIED ON K I RBY' S S STRUCTURAL SRB 07/13/00 PURLIN LAP CONNECTIONS. MUST BE INSTALLED, PROPERLY ALIGNED, BOLTED OR WELDED WORKING PLATFORMS. NEVER STAND OR WALK ON hIET:.L DETAIL 10. PURCHASE ORDER AS APPLIED TO THE ' STRUCTURAL COMPONENTS AND OF THE 2 . USE f DIA. X 1 +' A307 OR A--32 BOLTS PRIOR TO THE INSTALLATION OF THE ROOF PANELS. BUILDING PANELS BETWEEN SUPPORTS UNLESS (HE ?��C! S ARE � BUILDING DESIGNED AND SUPPLIED BUILDING SYSTEMS FOR PURLIN AND EAVE STRUT TO FRAME CONNECT 1 ONS . E . I T MAY BE NECESSARY DURING ERECTION TQ MAf'E f1 I NOR FIRMLY FASTENED AT BOTH ENDS AND BOTH SIDES. BY KIRBY BUILDING SYSTEMS, INC., _ A DIVISION OF A5SGCIATED BVILDING SYSTEMS, INC. 3. THE DIAMETER OF THE BRACING 15 DENOTED B`( THE ALIGNMENTS TO BOTH PURLINS AND G I RTS 9. DRAWINGS NGS ARE NOT TO SCALE. i F ERECTED AS INDICATED. f AL�JIJSTMENTS AND AL I G � T i TLE: ROOF FRAMING PLAN URN. f•3Y: 'THIRD AND FOURTH DIGITS OF -THE PIECE MARK. PRIOR TO INSTALLING PANELS. RF �= =� = J. WALTER LEWIS J _ r R^CTiU FLORIDA P.E. 1239ofl ! UI BUILDER: MEDAL BUILD MAINT. DATE: CEX . 08 = AND 10 =�") C; I AI -S — — — 7. DO NOT STAND OR WALK ON SECONDARY FRAMING MEMBERS SUCH KIRBY BUILDING SYSTEMS CUSTOMER: BENCHMARK CKD.BY: �I . ADEQUATE TEMPORARY BRACING MUST BE PROVIDED BY AS G I RTS, PURLINS AND EAVE STRUTS UNLESS THEY ARE F I RML f 1 �'4 KIRBY DR!`�E THE ERECTOR DURING THE ERECTION OF THE BUILDING. SECURED AT BOTH ENDS AND LATERALLY SUPPORTED. PORTLAND, TN. 37143 /�/� LOCATION: SANFORD, FL DATE: I„ (615) 325-0I165 _I D NUMBER : 52707gL T_RUF S R B J 0 B NO: 527074 DWG. NO: E9 0 F: 15 �.19 c C) c� START SHEETING � l 7 Y 1 201 OUT TO OUT STEEL '___—)HEETING AND TRIM ELEVATION AT COLUMN ROW — A PANEL IS 26GA. KIRBY WALL OYSTER GRAY it EAVE TRIM 15 26GA. GULFSTREAM BLUE a•. 14 r 3 PL1�4 na ' n, DSO IOOY DSWOIoY TYP. DSA 10 Q TYP. DOWNSPOUT LAYOUT (6) REQUIRED FOR S I DEWALL �_ Cl8 I I I lu I' G 1 0 Ila I\ 1 G I �1-.�__._ �' 2 A G 4 r A h G 1 2 A A A _� \014Z r AL G 1 7 I Q 0 1 8Z 1 6 �� 8Z 1 E 8Z 1 5 8Z 1 6 x 8 2 1 6 1 a I I 8� Ls 821 3 1\ -J co CV 0 w i < \ G _L -A / Q2` \ A 03 A A_ L'7 r r / G 1 1 8 2 1 6 8 2 16 BZ16 I 8Z15 1 II 01 8216 BZIfl 8216 \ 8Z1z1 I� \ U 00 \ / 1 m l G 1 G3 �–_ G8 —. G 10 A "�,� G 10 q 13– E� G 1 S I 1�1�I 8Z"16 67-166 8216 8216 8Z16 8216 6215 I LRFQ' D . — CBU82908 CB083=101 i 20'6" r # 1 ' 0 �� ani#r��t�.J t�� 2"I'6 20""I0 19"10 31 "0" 26'10"" 26 10- F _ : t ��,. n, I I a� 1 0' I, ��J ;J, I p a Itis -1 (, a a �- [ x„J I,#' 91 !.f',as4J- w J- i C�3F? '�.1a0.4 I 20 1 4 OUT TO OUT TEE_ ? ra • t� � FRAMING t�,.:;.'� ai Z..1 1 i iI�?,� r. ��i F R A M I N G ELEVATION A T C C� I_ U M f l R 0 ��J — A � ��a.�Yf�,��,��,X111 _-.-_ a�� .1ff.�, �z1a1�,r �I� ��1� .�I�f-w'4_'u."'_^}' +) �1,� � ,��,,,�� GENERAL NOTES GxCONNECTIONS.BOLTS ALL G I R E LAP 6 IT MAY NECESSARY NENTO MEN� _. AND IRT TO CL P CONNECTIONS GIRT LAP DETAIL KEYADJUSThENTSANDALIGNMENS -IOBOTHPURLNSANDGRTS DETAIL BEY KIRBY ENGINEER'S SEAL REV DESCRIPTION uBY DATE 2. USE'0 x 1„ A807 BOLTS FOR ALL GIRT TO PRIOR TO INSTALLING PANELS. GIRT LAP KEY CODE CERTIFICATION EXTENDS ONLY FOR S STRUCTURAL SRB orila/ao �. COLUMN FLANGE CONNECTIONS. 7, ERECTOR TO FIELD SLOT FLUSH FRAME G I RTS FOR CABLE THE LOADS SPECIFIED ON KIRBY'SKir' DETAIL ,gyp• PURCHASE ORDER AS APPLIED TO THE 3. THE DIAMETER OF THE BRACING IS DENOTED BY THE BRACING. 1,2„ LAP............ A .a STRUCTURAL COMPONENTS OF THE BUILDING THIRD AND FOURTH DIGITS OF THE PIECE MARK, 8 . BU I LIBER TO FIELD CUT OR BACK LAP PANELS A`, REQUIRED, 2' 4 �" LAP , ...... , , , , B � BU 1 LD I NG DESIGNED AND SUPPLIED SYSTEMS (EX • 08 = j ' 6 1 0 = �' 0)BY KIRBY BUI! DIRtG SYSTEMS, INC., A DIVISION OF AS500IATED BUILDING SYSTEMS, INC. 3 61' LAP........... C �. 9. BEFORE INSTALLATION OF WALL PANELS, IT IS IMPORTANT [ F ERECTED AS IRIDICATED. -' 4. ADEQUATE TEMPORARY BRACING MUS ( BE PROVIDED BY THE TO REFERENCE WALL PANEL FASTENER LAYOUT DETAILS d � 8 f LAP........... D R�.F R=1.�:� LEWISj T I TLE • BACK S I DEWALL DRN BY ERECTOR DURING THE ERECTION OF THE BUILDING. r J WALTER E C FL1 s3 K I RBYWALL FL 1 4s �RECiI4Rt BUILDER. 5. ALL PRIMARY AND SECONDARY FRAMING WIND BRACING ETA' • K I RBYR I B I) TO INSURE CORRECT NOTE : ALL GIRT LAPS NOT ; �_rxILS KIRBY RB FLORIDA P.E. #23965IG SYSTEMS METAL BUILDING MA I NT . DATE: USAGE OF FASTENERS. INDICATED WILL BE 0'2'” KIRBY BUILDIr;G SYSTEMSl CUSTOMER: BENCHMARK CKG.BY: MUST BE INSTALLED, PROPERLY ALIGNED, BOLTED OR WELDED T 12=1 KIRBY DRIVEI" PRIOR TO THE INSTALLATION OF THE PANELS. . I 0 . DRAWINGS ARE NOT TO SCALE. DOOR G I R S , ALL G I RTS ATTACHED AT ONE END TO A DOOR PORTLAND, M. 37148 LOCATION: SANDFORD, FL DATE JAMB ARE] 6 GAGE UNLESS NOTED OTHERWISE. (615) 325-4165 ID NUME3ER :527074MB_SWB SRB JOB NO: 52707Q DWG. N0: E1 U OF: 15 -� I� I (69) G'rsoi -ZA t I� EG05 1 GF3 EGCF2GE1 EGCLGB ( 10) E02016B CLT021OY "` "' a�,:a�,,.• °'' I I(20) CLTI010Y — — 1 l �) I: II .I X ) / DSAtoa`1 p (3) R'rlT20W'( 1) RIl r04 Y l --.I c� \ II PL 125 Daw A S PovT VNvc)ta-r s ❑ m cl A -r LF_ r,o 1 r� o `° �- s �D �I Z Cl50Y 4)BTA117X Ji C CV c �n \ OPEN TO LEAN—TO u LLJ x W�i�tip1 oY _ w ( OPEN FOR MASONPY (d) acp'�'' 3 h (NOT BY KBS) x ct I Wa to GCS`/ r _Sr; )�BE15,0y __ 1 c 1 I t Cj I I I '` , J C4) kea' Q. I` a(Z M I� I I I i'� :. II G L. :: I, W W I IAV�P'_ L_ U-1 0 a O I O� �� x r I I iLt I I I III r 61 nI cvN ►ul oo� o� t , I . t 0 r n t/ r rJ Q `� C ,/ 632 START 8.1 2 57'0 SHEETING _ i, �• I , J J I I 201 4 OUT TO OUT `STEEL TRIM ELEVATION AT 120LUMil R0'rt - E SE-IFETING AND PANEL IS 26GA. KIRBY WALL OYSTER GRAY EAVE TRIM IS 26GA. GULFSTREAM BLUE Z} C C C � I ______-_____________ _____-_______-______-___________- _-________-_--_ __- ------------------------------------------------------------- 00 ____-_-______--__-_--_______-____-__-____----_-_____--____ � \ 1 \ 1 r` 3 G 1 G17 / — G14 A A \ G10 / � A G12 —� G9 A R _ 02 _..Q A BZ16 8216 8Z16 8Z15 8216 8216 8216 8213 \ / \ / -� G 3 A A �a A A C>r► i\ ❑ G 1 7 C' G19 C G1 9 C C 019 C C G22 _j 6ZI6 az I s <� _ o S7 V6 (2) BA 1 + EXCESS 1 J ez16 P\Iu - \ /\ O (1177 I— i z I Z %i 1 G1 6 _ c�� G1 `� G21 _ _ — OPEN TO LEAN-TO Q �\ w \r �_ --� az BZ16 az14 z C'an)o3'v i z OPEN F'OR MASONI ZY i� w m _— \ G1 8 A _A-- G1 0 A CD G20 / 8715 8716 8715 1, I \ 00 __s!1///AI /// — -- CBI 4 3 } O r I , rr � w � r � n „. :r .:� �. a ,. j�.a e:e. ...✓":.. - . i 'r 7 �i r -.� `Y c -F h t,�d �.� �� I 30 � 1 Q � 26 8 -.,.y—....T—.,—__..-. r ,r � 1 r^p '11 0 u n 'r �,' art 1 °-o(i rl el, Prior, to tit ✓3 i ,, v ' ' 26' 1 0 1 " 0- 1 9 " 1 0 20 r 10 „ 21 issued t ts_t}� �.i 27 8 26 10 26 1U `t1i tle11"� jri "2}1 i,w li�i.� 'i3lr it J i i+i,il ✓ �' r— (. +L I l c .a a4= �k !f'!(I,.f t,"i_�i LS�'� 1. iJ �.,�t,, �.E.J,f',e;!.� 1,��;�.5�935,jf;� •r99 L�(�r j t C,iy s 3�L°,u . ,� h 1 38 " 2" 63 " 2" aild �.. �1. .s. �; : lir do j y �: � tY ,� ry 0 _ 44 , 201 OUT TO OUT S'I EL FRAMING EEVAT I ON AT COLUMN ROW - r GENERAL NOTES. 1. USE -j'0 x 1" A307 BOLTS FOR ALL GIRT LAP 6. IT MAY BE NECESSARY DURING ERECTION TO MAKE MINOR AND GIRT TO CLIP CONNECTIONS. ADJUSTMENTS AND ALIGNMENTS TO BOTH PURLINS AND G I RTS Ila GIRT LAP DETAIL KEY DETAIL :"f KIRBY ENGINEER'S SEAL REV DESCRIPTION BY DATE PRIOR TO INSTALLING PANELS. CERTIFICATION EXTENDS ONLY FOR S STRUCTURAL SRB 07/14/00 2. USE 0 x 1+ A307 BOLTS FOR ALL GIRT TO 1 GIRT LAP KEY CODE Tip£ � GADS ;P•rIEIcD ON KIRB`('S i COLUMN FLANGE CONNECTIONS. 7. ERECTOR "r0 FIELD SLOT FLUSH FRAME G I RTS FOR CABLE 1 , , P11RCriASE ORDER AS APPLIED TO THE 3. THE DIAMETER OF THE BRACING IS DENOTED Bl THE BRACING. 2 LAp, ,,,,,,,,,, A DETAIL t�J. STRUCTURAL COMPONENTS OF THE - BUILDING SYSTEMS THIRD AND FOURTH I D I G I rS OF THE PIECE MAiZK . 2'4-f' LAP ........... B BUILDING �E7IrNE� AND SUPPLIED A DIVISION OF A55MATED BUILDING SYSTEMS, INC. — 8. BUILDER TO FIELD CUT OR BACK LAP PANELS AS REQUIRED. RED.BY KIRBY BUILDING srsTENS, INC., ---- (EX. O8 = +-0 10 = ";�) 3'6+' LAP........... C IF ERECTED AS INDICATED. TITLE: FRONT SIDEWALL DRN.BY: 9. BEFORE INSTALLATION OF WALL PANELS, IT IS 1�1PORTANT 4. ADEQUATE TEMPORARY BRACING MUST BE PROVIDED BY 'THE 4'8j' LAP ........... D REFER"-tr:� r0 REFERENCE WALL PANEL FASTENER LAYOUT DEIAILS I LS ERECTi6 J. rIAL TER LEWIS BUILDER : METAL BUILDING MA I NT . DATE: ERECTOR DURING THE ERECTION OF THE BUILDING . PJ_i s K I RBYWALL PLt a9 K I RBYR [ B I) TO I N` JRE CORRECT DETA!! ; FLORIDA P.E. •23966 S, ALL PRIMARY AND SECONDARY FRAMING, WIND BRACING, E�rC. � NOTE: ALL GIRT LAPS NOT � q 'CUSTOMER: USAGE FASTENERS. INDICATED WILL BE 0'2'" KIRBY BUILDING SYSTEMS ,Q BENCHMARK CKD.BY MUST BE INSTALLED, PROPERLY ALIGNED, BOLTED OR WELDED OR KIRBY DRIVE PRIOR TO THE INSTALLATION OF THE PANELS. 10 . DRAW 1 NGS ARE NOT TO SCALE. DOOR G I R fS : ALL G I R"rS ATTACHED AT ONE END TO A DOOR PORTLAND, TN, 37148 /U I LOCATION: SANDFORu, FL DATE: JAMB ARE 16 GAGE UNLESS NOTED OTHERWISE. (615)325-4165 ID NUMBER : 527074MB_SWF SRB JOB N0: 527074 DWG. N0: E 1 1 OF: 15 I . II F 5TART SHEETING CF I) 1 r 0---1 66 r 2 OUT TO OUT STEEL SHEETING AND TRIM ELEVATION AT COLUMN ROW - G PANEL 15 26GA. KIRBY WALL OYSTER GRAY 7 EAVE TRIM IS 26GA. GULFSTREAM BLUE r- - - - - - - - - -- - - - - - - - - - - - - .'_ - - - - - - - - - - - - - - - - - - - I \ / I � � I I G47 ` . 02 6 Z 1 6 GT110 I I I (4) BA / OPEN FOR MASONRY \ ` /////////////////1111- 0806231 0 19,10- 2 0 " 9r10-20" '10 20' 10" 63 ' 2 rr OUT TO OUT STEEL FRAMING ELEVATION AT COLUMN ROS/\! GIRT LAP DETAIL KEY G GIRT LAP KEY CODE 1'2" LAP............ A l 2'4j" LAP........... B 3'6+" LAP........... C 4 d�" LAP........... D NOTE: ALL GIRT LAPS NOT IND I CATED WILL BE 0' 2 j" DOOR G I RTS : ALL G I RTS ATTACHED AT ONE EN'J TO A 1:IOOF JAMB ARE 16 GAGE UNLESS NOTED OTHERWISE. 9 I l I I E0058GB EGCRGBI In IIo -Ca�cica� 14 6 Gas 8216 20'0 21'6 DETAIL KEY KIRBY ENGINEER'S SEAL CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY'S DETAIL 16. PURCHASE ORDER AS APPLIED TO THE STRUCTURAL COMPONENTS OF THE L BUILDING DESIGNED AND SUPPLIED BY KIRBY BUILDING SYSTEMS, INC., IF ERECTED AS INDICATED. REFr.Rs34C: J. 'WALTER LEWIS ' I ER=:TI�.�Ii 1 DETAILS FLORIDA P.E. 423966 � KIRBY BUILDING SYSTEMS �? 124 KIRBY DRIVE r� i PORTL AhD, TPI. 37148 (615)325-41-05 DRC .0 5 L — "I f 0 IOY a 10`1 � Yr�P�Snr.�R`i Tat -'ff� au -)k -- L- 6 3 - -j INGIS Thus,L 6,7ra'r in-gs cE. VJ- d l )n of hIs �e i»" ,: y}) <1 ?-9 i r,c,sr=t �'{;� fit t f"4' f. f hle "• n p.i•6Jj•�et a di may L� t. i_i J . ,- � �i G :a? ��i 1. Priorr } y ! �_tq /�� 4J r• ( ' q i!-/ 1 irJ f. '"'�f rm 'lei%i G"?`o'.:' {'iif c A F"L a�B Li� 55.Sfi ��, .��!J ✓1� C�_i' �_II..A 6 7'�YJ.•�'i,�� L_ ._ 1 S/.. !.?. _. _.. �.i will v ,i u�? �,� 3?r i�>-i y i`,�feo n , a `j / �.. '1 i �. lia i::.. c..t 1 a �s I p. A!> X71'.3 , ` i•,Totf.., Tijh„.4E� c? . 1$Ci� �aJ t�t3c4 c, q�l.. ✓c?: ti9-f�11"li_l� e ��Ie and ia:ri� ^....I_?Y1, �._ -iA�a Ic` i � d, 04 ._�`� dh(S ,La '.�s >i REV DESCRIPTION BY DATE S STRUCTURAL _ SRB 07/14/00 Kir BUILDING SYSTEMS A DIVISION OF ASSOCIATED BUILDING SYSTEMS, INC. T I TLE: FRONT S I DEWALL BUILDER: METAL BUILDING MAINT CUSTOMER: BENCHMARK LOCATION: SANFORD, FL D NUMBER : 527074LT—SWF SRB JOB NO: 527074 DRN.BY: DATE: CKD.BY: DATE: DWG. NO: E12 OF: 15 I GENERAL NOTES: 1. USE f0 x 'I" A307 13OLTS FOR ALL GIRT LAP 6. IT MAY BE NECESSARY DURING ERECTION TO MAKE MINOR AND GIRT •1.0 CLIP CONNECTIONS. ADJUSTMENTS AND ALIGNMENTS TO BOTH PURLINS AND GIRTS 2. USE i"0 x 1;" A307 BOLTS FOR ALL GIRT TO PRIOR TO INSTALLING PANELS. COLUMN FLANGE CONNECTIONS. 7. ERECTOR -10 FIELD SLOT FLUSH FRAME GIRTS FOR CABLE 3. THE DIAMETER OF THE BRACING IS DENOTED BY THE BRACING. THIRD AND FOURTH DIGITS OF THE PIECE MARK. B. BUILDER TO FIELD CUT OR BACK LAP PANELS AS REQUIRED. �• BEFORE INSTALLATION OF WALL PANELS, 1T IS IMPORTANT 4. ADEQUATE TEMPORARY BRACING MUST BE PROVIDED B`( THE TO REFERENCE WALL PANEL FASTENER LAYOUT DETAILS ERECTOR DURING THE ERECTION OF THE BUILDING. ( PL159 KIRBYWALL PL 149 �� KIRBYRIB I) TO INSURE CORRECT 5. ALL PRIMARY AND SECONDARY FRS WIND BRACING ETC. '�M1NG USAGE OF FASTENERS, MUST BE INSTALLED, PROPERLY ALIGNED, BOLTED OR WELDED PRIOR TO THE INSTALLATION OF THE PANELS. 10. DRAWINGS ARE NOT TO SCALE. GIRT LAP DETAIL KEY G GIRT LAP KEY CODE 1'2" LAP............ A l 2'4j" LAP........... B 3'6+" LAP........... C 4 d�" LAP........... D NOTE: ALL GIRT LAPS NOT IND I CATED WILL BE 0' 2 j" DOOR G I RTS : ALL G I RTS ATTACHED AT ONE EN'J TO A 1:IOOF JAMB ARE 16 GAGE UNLESS NOTED OTHERWISE. 9 I l I I E0058GB EGCRGBI In IIo -Ca�cica� 14 6 Gas 8216 20'0 21'6 DETAIL KEY KIRBY ENGINEER'S SEAL CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY'S DETAIL 16. PURCHASE ORDER AS APPLIED TO THE STRUCTURAL COMPONENTS OF THE L BUILDING DESIGNED AND SUPPLIED BY KIRBY BUILDING SYSTEMS, INC., IF ERECTED AS INDICATED. REFr.Rs34C: J. 'WALTER LEWIS ' I ER=:TI�.�Ii 1 DETAILS FLORIDA P.E. 423966 � KIRBY BUILDING SYSTEMS �? 124 KIRBY DRIVE r� i PORTL AhD, TPI. 37148 (615)325-41-05 DRC .0 5 L — "I f 0 IOY a 10`1 � Yr�P�Snr.�R`i Tat -'ff� au -)k -- L- 6 3 - -j INGIS Thus,L 6,7ra'r in-gs cE. VJ- d l )n of hIs �e i»" ,: y}) <1 ?-9 i r,c,sr=t �'{;� fit t f"4' f. f hle "• n p.i•6Jj•�et a di may L� t. i_i J . ,- � �i G :a? ��i 1. Priorr } y ! �_tq /�� 4J r• ( ' q i!-/ 1 irJ f. '"'�f rm 'lei%i G"?`o'.:' {'iif c A F"L a�B Li� 55.Sfi ��, .��!J ✓1� C�_i' �_II..A 6 7'�YJ.•�'i,�� L_ ._ 1 S/.. !.?. _. _.. �.i will v ,i u�? �,� 3?r i�>-i y i`,�feo n , a `j / �.. '1 i �. lia i::.. c..t 1 a �s I p. A!> X71'.3 , ` i•,Totf.., Tijh„.4E� c? . 1$Ci� �aJ t�t3c4 c, q�l.. ✓c?: ti9-f�11"li_l� e ��Ie and ia:ri� ^....I_?Y1, �._ -iA�a Ic` i � d, 04 ._�`� dh(S ,La '.�s >i REV DESCRIPTION BY DATE S STRUCTURAL _ SRB 07/14/00 Kir BUILDING SYSTEMS A DIVISION OF ASSOCIATED BUILDING SYSTEMS, INC. T I TLE: FRONT S I DEWALL BUILDER: METAL BUILDING MAINT CUSTOMER: BENCHMARK LOCATION: SANFORD, FL D NUMBER : 527074LT—SWF SRB JOB NO: 527074 DRN.BY: DATE: CKD.BY: DATE: DWG. NO: E12 OF: 15 i A PF6106 RF 1 OGB RF 1 OGl3 PL 100-----._�_, IO PL201 C>) RF20GB PL D9 WCTO 10'( CS)RwY2oXz {� PL150X cu I� Lu O OPEN FOR EXISTING BLDG. (2) RF20G6 O -*- PCr39 ;iCTO1 OY OUT TO OUT STEEL GENERAL NOTES; SHEETING ELEVATION X l ? Al- FRAME LINE - 1 6. IT MAY BE NECESSARY DURING ERECTION TO MAKE MINOR PANEL IS 26GA. KIRBY WALL OYSTER GRAY ADJUSTMENTS AND ALIGNMENTS TO BOTH PURLINS AND GIRTS 2. USE,. x 1 A307 BOLTS FOR ALL GIRT TO COLUMN TRIM IS 26GA. GULFSIREAM BLUE ii o —RAKE GT10) — GT110 RF{002- (W1OX' 2) IGT110 BUILDER TO FIELD CU'F OR BACK LAP PANELS AS REQUIRED. 12 A �B O C BUILDER TO FIELD BEVEL ENDWALL PANELS ON SLOPES OF �D) NLJ_) c— �V m nI 2:12 AND GREATER. N G23- (8Z 16) �_ I' (fix X OX 5. QX NX (82C16) mX OX (_\l O co Il CV O PRIOR TO 1-HE INSTALLATION OF THE WALL PANELS. ar w O N UJJ s O w U UJ Cv (1) UJ r- C810341 1 / C8103307 N ,I I <LJ / ENDWALL GIRT ELEVS. I I i I I I. I ii illy, Z ' ZI 0 o O O 0 0 0 O O 0 O O 0 0 0 0 00 0 o O 0 0 0 0 0 0 0 0 O O o 0 > O O O O O O O O O O O O O a O O O O O O o O O O (D O o O O O O O {> O m w Q) o m (D m O m (D m o m Lo rn o cn 00 m O a) (..D m o m w m o m LD m �> 0 0 0 0 0 O o O 0 o O o O 0 0 a o 0 0 0 o a o 0 o a a o 0 0 o c> - - - CV cv CV CSI m m m m �r v �l �r �r �r �r �r m m m m N N nI N - - 0 0 0 0 0 0 0 0 o O o O o O O o 0 0 0 o O o 0 o O o O O o 0 0 0 END 0 , " 0 E END +; SHEETING 'rSHEET 1 NG OUT TO OUT STEEL I (1E 12 1 f`1 x 7 rA x OD FRAMING ELEVATION AT F GENERAL NOTES; SHEETING ELEVATION X l ? Al- FRAME LINE - 1 6. IT MAY BE NECESSARY DURING ERECTION TO MAKE MINOR PANEL IS 26GA. KIRBY WALL OYSTER GRAY ADJUSTMENTS AND ALIGNMENTS TO BOTH PURLINS AND GIRTS 2. USE,. x 1 A307 BOLTS FOR ALL GIRT TO COLUMN TRIM IS 26GA. GULFSIREAM BLUE ii o —RAKE GT10) — GT110 RF{002- (W1OX' 2) IGT110 BUILDER TO FIELD CU'F OR BACK LAP PANELS AS REQUIRED. 12 A �B O C BUILDER TO FIELD BEVEL ENDWALL PANELS ON SLOPES OF �D) • I ,;� m nI 2:12 AND GREATER. N G23- (8Z 16) �_ I' (fix X OX 5. QX NX (82C16) mX OX (_\l O co Il CV O PRIOR TO 1-HE INSTALLATION OF THE WALL PANELS. I (1E 12 1 f`1 x 7 rA x OD FRAMING ELEVATION AT F GENERAL NOTES; X l ? CD (1) BF 1 6. IT MAY BE NECESSARY DURING ERECTION TO MAKE MINOR A325 BOLTS m ADJUSTMENTS AND ALIGNMENTS TO BOTH PURLINS AND GIRTS 2. USE,. x 1 A307 BOLTS FOR ALL GIRT TO COLUMN CTYP.) IjFtt9 ii o BEGIN SHEETING AT PEAK, — a 10 RF{002- (W1OX' 2) B. BUILDER TO FIELD CU'F OR BACK LAP PANELS AS REQUIRED. '- O EiF 109 BUILDER TO FIELD BEVEL ENDWALL PANELS ON SLOPES OF z1. ADEQUATE TEMPORARY BRACING MUST BE PROVIDED BY THE 2:12 AND GREATER. 100,1 _ tl 0 -_-- ---j G23- (8Z 16) ERECTOR DURING THE ERECTION OF THE BUILDING. 10, I `f 5. - — (82C16) G'1 FI6- (82C1 6) MUST BE INSTALLED, PROPERLY ALIGNED, BOLTED OR WELDED Il FRG' Lo?-.o{cR (cVf'•1 GnC?-l8 � rcYt-1 PRIOR TO 1-HE INSTALLATION OF THE WALL PANELS. \ O N UJJ s O w U UJ Cv (1) UJ r- C810341 1 / C8103307 N w <LJ / ENDWALL GIRT ELEVS. I I i I I I. I ii illy, Z ' ZI 0'8 250 lV 25'0„ I 100'0' I (1E 12 1 f`1 x 7 rA x OD FRAMING ELEVATION AT F GIRT LAP DETAIL KEY GIRT LAP KEY CODE 1,2,. LAP............ A 2'4 " LAP........... B 3'6+' LAP........... C 11'8." LAP........... D NOTE: ALL GIRT LAPS NOT INDICATED WILL BE O' 2 f' DOOR GIRTS: ALL GIRTS ATTACHED AT ONE END TO A DOOR JAMB ARE 16 GAGE UNLESS NOTED OTHERWISE. T ,g J , T J Q �J _ _0.8- ;i t. DETAIL KEY KIRBY ENGINEER'S SEAL CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY'S DETAIL NO, PURCHASE ORDER AS APPLIED TO THE STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED BY KIRBY BUILDING SYSTEMS, INC., IF ERECTED AS INDICATED. I REFERENCE J. WALTER LEWIS ERECT II S CEDAFLORIDA P.E. #23966 KIRBY BU I L DIW SYSTEMS 124 KIRBY DRIVE PORTLAND, TN. 37143 v (615)325-4165 'I' . I I it'vf o th� s1z a i z v "'pg, W be Prior totft Ir;+ �, ' <�, -ih- �5`�1.1F;� .i 't11.��; I inar �. h t�!d 1;1,».d, 1�.19rt�.��7 v� I'�./ IS'U1 3%,� iJi.. 1.1"Iwd G1 J 'u j.��l. ?✓YG31. '^Mott': t1h c, c?.r l Iirip.� ,� y o,"tkis project. changes r j r it d REV DESCRIPTION BY DATE S STRUCTURAL bwh 14-JUL-00 Kir BUILDING SYSTEMS N A DIVISION OF ASSOCIAI"ED BUILDING SYSfEMS,INC. TITLE: LEFT ENDWALL BUILDER: METAL BUILDING MAINT CUSTOMER: BENCHMARK LOCATION: SANDFORD, FL I D NUMBER. 527074MB-EWL bwh JOB NO: 527074 MA10 �L.S-�'Gc., DRN.BY: DATE, CKD.BY: DATE, DWG. NO: E13 OF: 15 GENERAL NOTES; 'I . USE -j'0 x 1 A307 BOLTS FOR ALL GIRF LAP AND GIRF 6. IT MAY BE NECESSARY DURING ERECTION TO MAKE MINOR TO CLIP CONNECTIONS. ADJUSTMENTS AND ALIGNMENTS TO BOTH PURLINS AND GIRTS 2. USE,. x 1 A307 BOLTS FOR ALL GIRT TO COLUMN PRIOR TO INSTALLING PANELS. ' FLANGE CONNECTIONS. 7. BEGIN SHEETING AT PEAK, 3. REFER TO BEARING FRAME DETAILS ©F FOR CONNECTION B. BUILDER TO FIELD CU'F OR BACK LAP PANELS AS REQUIRED. '- REQUIREMENTS OF RAFTER TO RAFTER AND RAFTER TO COLUMN. 9. BUILDER TO FIELD BEVEL ENDWALL PANELS ON SLOPES OF z1. ADEQUATE TEMPORARY BRACING MUST BE PROVIDED BY THE 2:12 AND GREATER. ERECTOR DURING THE ERECTION OF THE BUILDING. 10, DRAWINGS ARE NOT TO SCALE. `f 5. ALL PRIMARY AND SECONDARY FRAMING, WIND BRACING, ETC. MUST BE INSTALLED, PROPERLY ALIGNED, BOLTED OR WELDED PRIOR TO 1-HE INSTALLATION OF THE WALL PANELS. GIRT LAP DETAIL KEY GIRT LAP KEY CODE 1,2,. LAP............ A 2'4 " LAP........... B 3'6+' LAP........... C 11'8." LAP........... D NOTE: ALL GIRT LAPS NOT INDICATED WILL BE O' 2 f' DOOR GIRTS: ALL GIRTS ATTACHED AT ONE END TO A DOOR JAMB ARE 16 GAGE UNLESS NOTED OTHERWISE. T ,g J , T J Q �J _ _0.8- ;i t. DETAIL KEY KIRBY ENGINEER'S SEAL CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY'S DETAIL NO, PURCHASE ORDER AS APPLIED TO THE STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED BY KIRBY BUILDING SYSTEMS, INC., IF ERECTED AS INDICATED. I REFERENCE J. WALTER LEWIS ERECT II S CEDAFLORIDA P.E. #23966 KIRBY BU I L DIW SYSTEMS 124 KIRBY DRIVE PORTLAND, TN. 37143 v (615)325-4165 'I' . I I it'vf o th� s1z a i z v "'pg, W be Prior totft Ir;+ �, ' <�, -ih- �5`�1.1F;� .i 't11.��; I inar �. h t�!d 1;1,».d, 1�.19rt�.��7 v� I'�./ IS'U1 3%,� iJi.. 1.1"Iwd G1 J 'u j.��l. ?✓YG31. '^Mott': t1h c, c?.r l Iirip.� ,� y o,"tkis project. changes r j r it d REV DESCRIPTION BY DATE S STRUCTURAL bwh 14-JUL-00 Kir BUILDING SYSTEMS N A DIVISION OF ASSOCIAI"ED BUILDING SYSfEMS,INC. TITLE: LEFT ENDWALL BUILDER: METAL BUILDING MAINT CUSTOMER: BENCHMARK LOCATION: SANDFORD, FL I D NUMBER. 527074MB-EWL bwh JOB NO: 527074 MA10 �L.S-�'Gc., DRN.BY: DATE, CKD.BY: DATE, DWG. NO: E13 OF: 15 FIELD LOCATED ACCESSORIES G (1) SERVICE DOOR PKG . 5D3070M 1 HOG j I — HT030Y Y I I a 0 I I z I RF15GB �)L100 I�� AC125 I (2) RF20GB ?! 201 0 / ICI�o'6 c Y l ' Y I PLI�� I� ,,.,=•roto`/ 1' r. • o 0 i r -r ' I ~ Lu q CAM. .XT. � Q O u D I l ♦^ T r� c— ; (EA I , . Z Ac". PF6 I GB� RF 1008 RF I (>(;a -Y RF2()G8 C2) WOT060Y WCT060Y PL1 39 1 PL13 PLI 60 HLT I 5ZA (5) 7 T_ (2) HLT20ZA (D 0 0 LLJ[F 0 T_ LLJ >_ Ld CL k F-rk J, LU > 0 > < OPEN FOR 'EXISTING 'BLDG. 0 < LU < T_ 0 OPEN FOR EXISTING BLDG .WW > LLJ > z < Lij Uj (D Q (D (D 0 0 Q (D (D (D (D 0 0 0 0 0 (x) 0 0 (D 0 Q 0 Q 0 0 (D 0 (D 0 0 0 0 0 (D (D 0 0 0 0 0 0 (D 0 0 -0 -,o ".0 0 0 0 (D 0 Q 0 0 0 0 0 0 0 O (D (D 0 (D m Co cy) 0 m co m 0 m (_Q U) 0 0 U) Co m 0 CT) (r) 0 U) Co m (D (D W m 0 0 0 0 O 0 0 0 (D 0 0 0 0 0 0 0 Iko 0 0 C-) 0 0 0 0 0 0 0 0 0 0 0 0 0 (D ()c) L 0 fj) 1'- 03 00 (x) (J) J(3) 0T) 0) ) U) cy) 07 co W CID CD (I- I\- (.O W m W QO o0 0 C) 0 0 0 (D 0 0 0 0 0 '�o o o o o o o o o o o o o o o o o o 0. _ O CJEND 0'6 END SHEET I NG- �0, SHEETING w. 4 FY 0- 50 0" -1 o o OUT TO OUT STEEL _�OUT TO OUT STEEI CANOPY, TION AT FRAME L 1 NE T I N G E L 5HEE PANEL IS 260A. KIRBY WALL OYSTER GRAY RAKE TRIM 15 26GA. GULFSTREAM BLUE T 110 1 GT1 10 FGT1 10 c E W 6 m a) 0 T_ x �E x IT x J1, *iA , , _x x x x x 000 G) -A, x 0 x 0 x 00 x 00 1(4) j- CD W NO (\j 0 W 0 < D: A325 OLT 12 CT U ISI. (n Cr�3XII 0) RH008_ H006 - — ----- X RH005- ('"I8X' 0) (W8x 1 o) 12 A 0 X 1 4, A A 6423 •(8Z I (0� 6� A325 BOLTS OT107 025- (FJZI 6) A A11 G 325- (8Z 16) q 023- (8Z 16) _T A A A A H7- (82C 16) HS- (82C 16) H6 -(82C]6) (D OF109 a_- RHO 12- (WI QX 12) M74 T_ LLJ (-D i I 0 RHO I I - (W I o_X 1::2). �11 Q j 0 LLA LIJ < � U T_ T_ (D CEH 031501 - LU CN LIJ LU 0- Ca103311 0 LU > 0 LIJ > < :E 0 LU < LUO 5 0 T_ W U LU 1-7 > CANOPYar > 0 LLJ jilt LLJ0 / '44) < '1A R UD �RH 10 �7- ,,,3 X I tH 0'5- r 0 A 025- (FJZ 16) ENDWALL IIID 7' Q 1 RT ELEVS. 1 All' Zt III ID ZI) 44 F3 0'8 • 25'0"' 25' 0" 25' 0" 25'0" 25, 0 25' 0" T S0 0 OUT TO OUT STEEL 100 0 OUT TO OUT STEEL E7 9 T I ON AT FRAME L !N_ FRAMING FLEVA TN( I S I Uf CTURAL, Of this Thi.:,.so drawings accuratelY (":D"PiCt Ohc al ( 4p losion project and rnmy br; use.d to vc,"fify eh-� fraining 1.11,C."albor sizes. . prior to the d-,live"I'y of thh; -ovo't "Qi of dmWitigo's will be a any ,oldiiiiomal detail issued vvith 0,ao pileco, mffl�ks -U 'I necen"'my -l'or constflux"fion biJ11-dixag system. 1110tC: thICS0 df4-1AV5.11GS aT'e poj to bas -approval drawings 6.-,Iivory of this project. and airy chiai)gcs made may GENERAL NOTES: 'I USE x V' A307 BOLTS FOR ALL GIRT LAP AND GIRT 6. IT MAY BE NECESSARY DURING ERECTION TO MAKE MINOR j. 31RT LAP DETAIL KEY ADJUSTMENTS AND ALIGNMENTS TO BOTH PURLINS AND GIRTS DETAIL KEY KIRBY'ENGINEER'S SEAL DESCRIPTION DATE TO CLIP CONNECTIONS. A D J US REV B Y PRIOR TO INSTALLING PANELS. 2. USE -1'0 x I A307 BOLTS FOR ALL GIRT TO COLUMN GIRT LAP KEY CODE CERTIFICATION EXTENDS ONLY FOR 5 STRUCTURAL bwh 1`I-JUL-Qo FLANGE CONNECTIONS. 7. BEGIN SHEETING AT PEAK. THE LOADS SPECIFIED ON KIRBY'S DETAIC tQ9. PURCHASE ORDER AS APPLIED TO THE 1 '2" LAP............ A Kur', 3. REFER TO BEARING FRAME DETAILS FOR CONNECTION 8. BUILDER TO �IELD CUT OR BACK LAP PANELS AS REQUIRED. STRUCTURAL COMPONENTS OF THE BU I LD I NG REQUIREMENTS OF RAFTER 'TO -RAFTER AND RAFTER TO COLUMN. 2'el�' LAP .......... I B BUILDING DESIGNED AND SUPPLIED SYSTEMS 9. BUILDER TO FIELD BEVEL ENDWALL PANELS ON SLOPES OF BY KIRBY BUILDING SYSTEMS, INC., A DIVISION OF A9WCIATED BUILOINQ 5YSTEHS,INC, 3'6t" LAP ........... c 4. ADEQUATE TEMPORARY BRACING MUS -1 BE PROVIDED 13Y THE 2:12 AND GREATER. IF ERECTED AS INDICATED. TITLE: ENDWALL TION OF THE BUILDING, zl'8�' LAP ........... D ERECTOR DURING THE ERECTION J. WALTER LEW15 RIGHT REFIER T I 04i BUILDER. 10. DRAWINGS ARE NOT TO SCALE. TC. ERE FLORIDA P.E. METAL BUILDING MAINT. 5. ALL PRIMARY AND SECONDARY FRAMING, WIND BRACING, E NOTE: ALL GIRT LAPS NOT DETAILS 23966 KIRBY BUILDING SYSTEMS TED OR WELDED MUST BE INSTALLED, PROPERLY ALIGNED, BOIL CUSTOMER: BENCHMARK PRIOR TO THE INSTALLATION OF THE WALL PANELS. INDICATED WILL BE O'2j- Al I A ATTACHED A -rt nm� A nn AO 12,1 KIRBY DRIVE F)r)nD r'- T DTC n I D,r q f7 1,1 n T n on rl n -V LOCATION•SANDFORD FL DRN. BY: DATE; CKD. BY: DATE: r N twi , tyl. 371x8 U F, 25-4165 JAMB ARE 16 GAGE UNLESS NOTED OTHERWISE. col 3 ID NUMBER: 527074MB-EWR bwhl JOB NO; 527074 DWG, NO: E15 OF: 15 IL D- 2 . I i #12 x I SDS w10 wash (Typ) Pur L i n lei 7,I (Cad P L) Rake Channel, Eave Strut Bear i ng Frame— (Shape Var i es) X 1T� A325/A307 Botts - -- -- Rafter (Shape Varies) 1 0 38 *=Reference Roof Framing PLan For Bot t Size and Strength and for Eave Strut Connection to the Frame. PRI 01 -#12 x l i-., D S w/o 4QSh CCad PO Eave Strut - (Typ i ca 0 (Typ i ca L) — x 'It' ---Rake ChanneL A325/A:30 7 Bo L is U I mens i on Interior Frarne =a r9 Varies $ ;�)K=Re Ference Roof Framing Plan for BoLt *-Reference Roof Framing PLan for BoLt Size and Strength for Eave Strut to Frame Connection Size and Strength and For Eave Strut to Frame Connection P R 1 34 PR132 I _ 2'3 8_ II 2'3 8 Rake ChanneL «12 x 1 "SDS w/o wash _ pw. L in CCad P L) _ - _ -.. - � �IT >I" x 1 r" A325/A307 BoLt., Main Frame RaFter (Shape Var i es) 1 ,24 2'3j — " **=Reference Roof Framing PLan F -)r Boit Size and Strength and For Eave Strut Connection to the Frame.K-1 " 1 PRI 0 k I� 2 3- Pur Lin Girt or PurLin R- _-- -_-_- --- --------- -- (2)-2„/ X � w, Clip (GCOo) �, (D I I A307 or I - I ( 2) 1-„ 0 X 1� � I I Rafter 'F Lange A325 BoLts ` XX I I_ Frame r XF Lan e Brace _ -_-Re Ference appropriate a to We l coieci Erect. Dwg . Cross Sect. For X 1~A325 BoLt Strength and Brace Size 4a , _or A307 Bolts C l i p l -"I I "I fir, -Re Ference Roo F PLan Erect. Dwg For BoLt Size and Strength at PurLin to Frame �-See RooF Phan For Locations Conn and req" d �Bo L t Strength �F3R 1 as BR 12 4 CABLE �..r,_. I Lap Varies Lap Varies r ruin v 2 0 x FLange Brace�\ A307/A325 BoLts ` Reference Roof �I „ \, .i Framing PLan \fl8 For BoLt Strength Reference Roof Framing Plan For PurLin Laps. IF a Flange Brace i s Required at a Purl -in with a 2'4'L Lap, Use One 0 BoLt for Lap and Flange Brace Connection. IF Flange Braces Require A325 BoLts (Reference Frame Cross Section) Use 2„ 0 x 1 � // A325 Bo L is at Both Ends of Flange Brace. PRI 1 Q Eave Strut Eave Strut WEB W- FRAME I - (Typi L) �RaFter G i r t or Pur L i n , ape �s) (Shape Varies) Iµ CSh Var i Rafter HILLSIDE WASHER EYE BOLT ---- if.. St i F Fener� I_ ° ~ _ �� ^ - - Imo__`- - e o n d) 41, q I r- ---� (Beyond) Frame � F Lange Brace = I I _ X 1 q I -- ____ - I1. ~ II Shop We Lded --- `' ��--✓�`- I II R __ I I I I I I A325 BoUs. is at I I _. Ra f erenc e Endwa L! '(Shape var,i es) I B i I l I I C o L u rn n t o R a F t e r C 4) „ x 1 CLi Ct ) ��-Re Ference RooF PLan Erection \ � - , ,, I II I ,I p gP A325 Bo L is a t I B Dwc For Bo L t Strength and NU AND rection Drawings r„ , , Connection -I- �`�"_..`ti--.�� „I 11 - ) A P� for 3oL'cs Quant i ty -and 5i zs , I ! I I 1,4 I I I II r S i ze a t,l,kl,� lr L i n to Frame Conn . FLAT WA -HER �� I I I l�o Lurnn to Ra'F ter I I Re Ference a ro ria to Cross Section i on -'� � -�-" - Connec t, i on I I Pp P \ Erec t i on Dwgs . For Bo L t and - �' 6 B F ') Q Q I Co Lumn I I I Corner Co Lumn Brace S i zea �� CShape Varies) I I I I (Shape Var i es) l BR 1 06_1 I - \w..� r I I I y BF1Q9 BF1 12 I , r F e Pur L i n 2 x 14"" X -La varies re Ference G i r It Purhin R�a t..r (Shape Var i es) A307 Bo L is i i r t CIL i appropriate Erection I Endwa L L Aln a t p Girt C tc ) -1 d i F Feren t ELev . From o JP ., C'I CO?) (2) X 1 Dwg , For hap I I I s i dewy L L g i r t 3 - Corner Co Lurnn requirements q)i A307 Bo L is I I I (shape vac es) o (2) x i 4, ,/, I II A307 Bolts - - - - - I II s t I F F n e r �!k I I _ x �, ___-- C 2) 2 7 E3 o t I I I T Column A30 _ .Y�1-----(beyond) -_II I (shape varies) � �' � �` ��.�� . L._ ~ - L I - - _ _ °' �1� I''� 'Corner Cox -Al-- __ - I I -- ------ Corner Co Lurnn �I a �,.� �, _f.,, 1 rip.. __- _ _- o I - --- ,1, E ,n�, ,<� ,.�r°_�.,�,� (rig pe Csha e varies) ______ --_ = _ _�_-_� �: ; c1 �; Naz-�.,�w�raf �:zr r, t _ v'�ri s) N I III i ! q p ¢J " } ( i � uai`� rf� _R?t z' *� 'r tr C::.—as L :csve . �a� �"Y. I41 � be I I �O3 .1" t.�, I Tp C 2) %�' X 1 I I ( I I I — l-- — i 1 'r , i.a' ,. 4) 2 x 1 .� I I Sheetin o r n �I =� ys z rfr.':, ° '--� '- I i Girt Girt �fj I- Girt �- I A325 Bolts - A32� Bolts - I II Anc Le f ��Ir, ��at,�Is, r Rafter I c� J I r � .>ti �.� , ., (Shape Varies) o a I g I �F, ,� r a'1 rr � r,yl� �r� r,�rr ��e I �Iu ,rlP�a Y ��cl..a �� r i I I - =I------ ----=----- -E 1A `�,E 4- Glr d�W�. r i ;✓' ! !IfJL �� ,�1„. 9 di�.3.,-.5 Endura L l -- -- _ *-Reference Endwa L L Endwa L L _ SAO] 4 A 5! f "'�' •o�i L. Erection Dwgs . w/ C2) 1 , „ GC03 w/ C4) x 1 dew. for r Wind C o L . # 12 �c 1 �- � � ;� � , �- 1�° �' ' Bo L. t Q t�� . and Size (Shape Varies) 1„ �D� CC gad . �) A307 Bo Ltstri t'�''; sari �' r � �- P Cad. P L . 2 0 X 1 C C ) A307 Bo L is Sheeting Ang Le SDS jP To .G i r t To G i r It (SA01 4A) w/ (2) It 1 2 x 1 , Girt C L i) (GCO2) G T 1 0 B A307 Bo L is (typ) G T 1 1 0 ~�-�- (ty) 4 G T 1 0 7 �p SDS (Cad . P L) w/ C2) -- x 1 B F 1 1 9 BF 1491 u 1 A307 Bo L is "° 1 2 To Girt NOTES _ - ~�— REV DESCRIPTION BY DATE 1. Shee t. i nc and Tr I rn Fast-eners are the ..game co Lor 3. Bronze Co Lored Tube Sea Lan t i sYrim rov i ded For 6 Bo L t strength may vary i r noted on Erection Drawings. s �� riucrueA� wr i-Iq.« as the First pIece o f sheet, mo to L through F i e Lds tone Bronze Si�ee t i ng and app L I ca t I ons . Kwr" which the Fastener Passes. White Tube Sea Lan t is provided For a L L other co Lors . 7. Use x 1 A307 Bo L is at ALL ,Pk-ir l i n Laps. BUILDING SYSTEMS 4. Fasteners For ALL Trim i rn are Required a t 12 I n c h e o n A DIVISION OF ASSOCIATED WILDING SYSTEM% INC. 2. B L i nd Rivets Are Provided in ALL K i rbg ko te20008 Use �� x 1 4„ A307 Bo L is a t ALL, `PurLin, to Frame Connec t i ons . TITLE: ERECTION DETAILS DRN.BY: Cera ter Un Less Noted Otherwise. Use Tube Sea Lan t a t Co Lors . Cad iurn-P La ted Rivets W i L L be providedL i Sices. ALL Trim BUILDER: METAL BLDG. MA I NT . DATE: — For a L L other Non -Standard Kirby co Lors . p 9. Drawings are NOT to scca a.e . � � ; � - CUSTOMER: BENCH MARK CKD.BY:_ y — LOCATION: SANFORD FL DATE: 5. Bolt Length may vary i F noted on Erection Drawings. a IID NUMBER: 527074_CE0001 _AES JOB N0: 527074 NO, NO: D 1 OF: 3 11 I 7 r y Pur L i n 2)Note. Ho LlesLril in Rlc� F ter I 1 X $ SDS „ °� ��- "" r w/�rashei (1 2 � o/c) r. ,�-_.� __ Roo �' Pn L , � 'I ' , ,:. - _ # For CGC2`-*) C L i S WALL PnL. 12 X 1 SD sea Lan t Y I - - - r 2 p I w/o wash ' �� G i r t Roof Pn L. . ; � u - - - . - Roof to Wa L L I C 1 2"o/c) • ---r--- ' A' I i I Rake - 1 �1 X a"SDS C� k� Tr I m (RWT)� ____�-- -" II Girt CLI Facia,-- _�_______ Gutter S�. ap w/wash I Rafter I i P CGTS01) (36 I 7 S Inside (GC03) (RF) c) C2 er stru ) \ ''SDS 1 4 X SDS i P P r I `- "I 2 X 1 C Lc)sure II I w/ C) x 1 B L I nd R I ve c- 1 I X �D.�w/wash _ ) I .3`' Roo F Pn L. I w/wash (See " Girt II - I A307 Bo L is , „ — Rake Channe L (I per s trap ---- ' w/o wash I C 1 2 o/c,) 1, CGC25) _ _ _ _ _ _ - ._ _ _ _ _ 1 2x 1 -� SDS / C 1 2 o/c) I PL 1 4�3 For r__� _ -,� Girt - - ,r - - --� - - - - - w/o wash I _�- - - - s ac i nc) Tape Lvgu� -- - _ � I -- I P J C1 "0„q/c) --�- r r I �` SeaLant o r f i t P n L 12 X 1 1 SDS s Girt 14 X - I T/' Cr =----------- _-- _ �� E w/o wash --- �-�� SDS w/o �Jsh I _ _ _ _ _ _Inside Eave ++ 1 ” 0 - - - - - Closure (1 2 o/c) { _ _ _ C Losr_lre r { (1 " 0 " o/c) Trim (tape sea Ler - - Strut __-- �.�_ I .i top bottom) Outs I de C Losure - Ou is i de A307 Bo L is '� F i e Ld Dr i L L C2) 6"" I Pur L i n CCL 1) , M, So F F i t Tr i rn I Roof Pn L. C Losure ' LP Ra F ter' �I_r C, , I 1 2x 1 a„SDS I C t( ) s in Girt r t Outside ,- l__�---- � �� 1 2 �C 1 -� S D S (ST) I � I i Ho Le C Losure w/wash C4 o/c) W 1 L L Pn L. t' "(GCRI _ i,. CCcid , P L .) Eave Gut ter ~, 0 X 1 ”" G I (Typ) (EG) �----� 1 1 SDS NOTE: F i e Ld Cut 6„ Endwa L L Pn L . 7„ w/oN gush Pn L . around Pur L i n ` A307 Bo L t 1 X a SDS `' —Fuve Strut (12 o/c) h (typ) w/wash - _ Canopy Be'arn G T 1 3 1 S e t." A P L 1 0 0 c E o/ c) --'! Irl a L L Pn L. i�1�T� : ---� P L 1 1 4 P L 1 2 S i v r r�ry rYY� vrrry rr r �w r' Tape lea Lan t is 14 XSDS r Use Ir 12 x '1+ 5D5 6 "" $ 7' Outside re ' �J i7e t��een u c (Cad P L) w/o wash a t ------- w/o rr w(.lsh C Losure Gut ter strap 3'0'ro/c For InstaLLation (12 o/c) Roos PnL. pt ` O f Base F Lash i n� _ _ _ _ _ _ _ _ _ _ _ _ SaecidI eLap Fastener -- - - - - `Scre'rr L _ocu 'tions ,j \\ Layout for spacing Note: Locate Fastener s"�-7 -` -` - I i� so cis to Not Inter,f,,re I Notes: a sealant "tape LEM (continuous) with Fastening o F W�.I L L " I CW" I 1 . F i e Ld Tri rn Both r jes of 2 (turned down I �� KirbyRib 11 Roof PnL. Pane L to Base Mernb,;r' Tr I fn I ns 1 de _Gut ter Section as Shown. � � � at eave) Wa L L Pn L. I �� 's- �.AAs-,��. �'` Match W A L L I I 111 1 2 . App LU + Bead of 5e0 i ant 2" 1. I Member and Stitch I u 1 2 x I„SGS Match WG L L Frorn Outer Ed je on Ometer' Section. Screws (Refer U hi LL or, Peak PrnL. W/ wash (I ' 0 o/c) Member and I 3. P Lace GI_I t ter iect i ons Together 1 �' P ' to deta I L PL15 3) 1 with 2” La SECTION THRU SIDELAP /—Fini shed F Loor S t i tch Fasteners I p. (ReF. PL153) 4. Secure Gutters Sections Together '�� Sealant Tape `, I Use Above and BeLow Pop RivetS. F i A Ler 5tr i p� tt I Tube Sea len t �w - I Gutter S L I Ce ASSeifnb L � p. atnEndaLops) Base Any Le Supp L 1 ed / I P y Eave strut � Base FLh I n 20 Lengths -� K I rb JWa L L - ,. Sea Lan t Tape (BF) F I eL�1 Cut at (-ILL - I P L 0 Closure 'Trim `\�� -"� (typ. at Side Laps) " Corner WaLL Panel I, Rarnse t or e�ucl L Openings Co L .- I (Not by Locations as regi' cl Wa L L Pn L . � Tr I m I w,. A �`-ter- _ ,_� Downhi LL or gave Pn�. MgnclFac turer) CWCT)I � inside FI LL�r, ---�--� `'`-� _ � =y; (Max 4 0' o/c) J P L, 1 42 Strip ��\ ` (Max. 120 From any enol) I )KNOI-E : A L Low �"p ± GaBetween Base o F Pane L I �1 � I Gutter Lap as shown #,12x1 J'SDS W/o wash at Each Girt (Typ.) -#14x 'SDS w/o wash (1) Between Each Girt (Typ at Each 5ideLap) a14xi'SDS w/o wash (2) Between Base and 7'4' -Tape Seale. Girt (Typ at Roof Pane L Each Side Lap) # l 2x 1 j" SDS i• ,r Tripe' °'feu L' Eave (Lap Eave Trim same as Gutter: Caulk and Pop Rivet as req"d) Gutter Strap (3B" o/c) 12" 12" 12" ^-1 Gutter, Z Rake Trim Strut" IVPEAK PANEL, ENDLAP AND EAVE FASTENER LAYOUT " ,� >* 1 2 X 1 �" SD5 CW/WASHER) INTERMEDIATE PURL T N FA51'ENER LAYOUT (9) PER PANEL +r12 X 1 L'SDS rW/WASHER) General Motes: (3) PER PANEL UL V' Locate the Center of the First Major Rib Exactly Over 5� In the Event a Screw Is InstaLLed In the Wrong Location or 5houtd Steel Line -Attach Panels Then Attach Cap Sheet. A Screw Break During the Driving Process, Remove the Screw and + 0 Each Side of KirbyRib Panel and the KirbyRlb Cap Must Install. One of a Larger Diameter to Prevent Leaking, If RemQvuL of Be Run in Conjunctlon w/Each Other, to Insure Correct Alignment. Screw Remnant Is Not PessibLe, Water Proofing Measures are to be Bo l torn Pane l T O p Pane L 3 Refer to Different Sections on Erection Drawinggs For Details Taken to Prevent Leaking. G Relating to Eave Alignment of Roof Pane Ls, Sealer Application, O Concentrated Heavy Loads (Personnel or, Materials) Occuring on Roof Fastener Types, and Spacing and Building Accessories Located During ConstruQtIon Shalt be Distributed UnlFormly Over a Large On Roof.� Area in Such a Manner as to Prevent Damage to Bullding Components. ALL Damaged Paint Finishes are to be Retouched to Prevent Ru sting.va All Metal Shavings Occuring as a Result of Drilling Operations on the ?� �h Roof are to be Removed In Such a Manner as to Prevent Dama,e or \ Staining of Roof Finish.(This Shall be Done at the End of och Day.) .�r 4 -.4 S I DEL'AP FA TENER LAYOUT ,AI \\\ \\ aW O 4y't #14 X f" SDS (W/WASHER) PL 1 48 w/o wash\ i . , "" at Base �� \—\�`�� r HI -LO TR I Nl 1 2 X i , SDS (Typ.) \ \�� (HLT) F w/wash (9) per pn L . 14 SDS I -WALL PANEL Genera L Notes: (I 2o/c) I I �r - I NS I DL- rr II II, I I f {, 1. Block Gins to "Levet" Position Be Fore Starting Panel Erectic,i• L r TAPE SEALANT CLOSURE Roo F PnL. I Maintain BLocking UntiL Panel to Structural Fasteners are lns+:aL d• Closure I _ 2. A L i gn and P Lump First IJa l l Panel with Roof Panel. 0 1 r • I ' I ROOF PNL . i .., i #12 and Base Flash. I N s; PL1 7 PL1 39 w/oma i � wash — — _ _ --,— —, _— -- I I Y � i 4. There is Plus Minus Tolerence Br_ailt Into the Kirby Walt Pun I i sa, �_ -,¢ 12x 1 +' SDS Panel Side La s w/o wash P at Eave Strut Eave CTyp.) (1 Q / C ) - - - - - - - - - - - - - - - - - - -- r #,12x1 J'SDS W/o wash at Each Girt (Typ.) -#14x 'SDS w/o wash (1) Between Each Girt (Typ at Each 5ideLap) a14xi'SDS w/o wash (2) Between Base and 7'4' -Tape Seale. Girt (Typ at Roof Pane L Each Side Lap) # l 2x 1 j" SDS i• ,r Tripe' °'feu L' Eave (Lap Eave Trim same as Gutter: Caulk and Pop Rivet as req"d) Gutter Strap (3B" o/c) 12" 12" 12" ^-1 Gutter, Z Rake Trim Strut" IVPEAK PANEL, ENDLAP AND EAVE FASTENER LAYOUT " ,� >* 1 2 X 1 �" SD5 CW/WASHER) INTERMEDIATE PURL T N FA51'ENER LAYOUT (9) PER PANEL +r12 X 1 L'SDS rW/WASHER) General Motes: (3) PER PANEL UL V' Locate the Center of the First Major Rib Exactly Over 5� In the Event a Screw Is InstaLLed In the Wrong Location or 5houtd Steel Line -Attach Panels Then Attach Cap Sheet. A Screw Break During the Driving Process, Remove the Screw and + 0 Each Side of KirbyRib Panel and the KirbyRlb Cap Must Install. One of a Larger Diameter to Prevent Leaking, If RemQvuL of Be Run in Conjunctlon w/Each Other, to Insure Correct Alignment. Screw Remnant Is Not PessibLe, Water Proofing Measures are to be Bo l torn Pane l T O p Pane L 3 Refer to Different Sections on Erection Drawinggs For Details Taken to Prevent Leaking. G Relating to Eave Alignment of Roof Pane Ls, Sealer Application, O Concentrated Heavy Loads (Personnel or, Materials) Occuring on Roof Fastener Types, and Spacing and Building Accessories Located During ConstruQtIon Shalt be Distributed UnlFormly Over a Large On Roof.� Area in Such a Manner as to Prevent Damage to Bullding Components. ALL Damaged Paint Finishes are to be Retouched to Prevent Ru sting.va All Metal Shavings Occuring as a Result of Drilling Operations on the ?� �h Roof are to be Removed In Such a Manner as to Prevent Dama,e or \ Staining of Roof Finish.(This Shall be Done at the End of och Day.) .�r 4 -.4 S I DEL'AP FA TENER LAYOUT ,AI \\\ \\ aW O 4y't #14 X f" SDS (W/WASHER) PL 1 48 w/o wash\ i . , "" at Base �� \—\�`�� r HI -LO TR I Nl 1 2 X i , SDS (Typ.) \ \�� (HLT) F w/wash (9) per pn L . 14 SDS I -WALL PANEL Genera L Notes: (I 2o/c) I I �r - I NS I DL- rr II II, I I f {, 1. Block Gins to "Levet" Position Be Fore Starting Panel Erectic,i• L r TAPE SEALANT CLOSURE Roo F PnL. I Maintain BLocking UntiL Panel to Structural Fasteners are lns+:aL d• Closure I _ 2. A L i gn and P Lump First IJa l l Panel with Roof Panel. 0 1 r • I ' I ROOF PNL . i .., i #12 3. To Prevent OIL -Canning ALA Panel Fasteners Should Start it oin ise Angle and Secured to Each Structur•ai, Girt Toward Eave. IUi I N '� \ I w/oma i � wash — — _ _ --,— —, _— -- I I 4. There is Plus Minus Tolerence Br_ailt Into the Kirby Walt Pun �_ a or (1 Q / C ) Measure and Mark 36' o/c (Beg i nn i ng 6" From the S tee A L 1 ne w 1 th I" — — — — — — — — — - — — — — 7,?..7 �L� a v u I c I Girt F L or #,12x1 J'SDS W/o wash at Each Girt (Typ.) -#14x 'SDS w/o wash (1) Between Each Girt (Typ at Each 5ideLap) a14xi'SDS w/o wash (2) Between Base and 7'4' -Tape Seale. Girt (Typ at Roof Pane L Each Side Lap) # l 2x 1 j" SDS i• ,r Tripe' °'feu L' Eave (Lap Eave Trim same as Gutter: Caulk and Pop Rivet as req"d) Gutter Strap (3B" o/c) 12" 12" 12" ^-1 Gutter, Z Rake Trim Strut" IVPEAK PANEL, ENDLAP AND EAVE FASTENER LAYOUT " ,� >* 1 2 X 1 �" SD5 CW/WASHER) INTERMEDIATE PURL T N FA51'ENER LAYOUT (9) PER PANEL +r12 X 1 L'SDS rW/WASHER) General Motes: (3) PER PANEL UL V' Locate the Center of the First Major Rib Exactly Over 5� In the Event a Screw Is InstaLLed In the Wrong Location or 5houtd Steel Line -Attach Panels Then Attach Cap Sheet. A Screw Break During the Driving Process, Remove the Screw and + 0 Each Side of KirbyRib Panel and the KirbyRlb Cap Must Install. One of a Larger Diameter to Prevent Leaking, If RemQvuL of Be Run in Conjunctlon w/Each Other, to Insure Correct Alignment. Screw Remnant Is Not PessibLe, Water Proofing Measures are to be Bo l torn Pane l T O p Pane L 3 Refer to Different Sections on Erection Drawinggs For Details Taken to Prevent Leaking. G Relating to Eave Alignment of Roof Pane Ls, Sealer Application, O Concentrated Heavy Loads (Personnel or, Materials) Occuring on Roof Fastener Types, and Spacing and Building Accessories Located During ConstruQtIon Shalt be Distributed UnlFormly Over a Large On Roof.� Area in Such a Manner as to Prevent Damage to Bullding Components. ALL Damaged Paint Finishes are to be Retouched to Prevent Ru sting.va All Metal Shavings Occuring as a Result of Drilling Operations on the ?� �h Roof are to be Removed In Such a Manner as to Prevent Dama,e or \ Staining of Roof Finish.(This Shall be Done at the End of och Day.) .�r 4 -.4 S I DEL'AP FA TENER LAYOUT ,AI \\\ \\ aW O 4y't #14 X f" SDS (W/WASHER) PL 1 48 w/o wash\ i . , "" at Base �� \—\�`�� r HI -LO TR I Nl 1 2 X i , SDS (Typ.) \ \�� (HLT) F w/wash (9) per pn L . 14 SDS I -WALL PANEL Genera L Notes: (I 2o/c) I I �r - I NS I DL- rr II II, I I f {, 1. Block Gins to "Levet" Position Be Fore Starting Panel Erectic,i• L r TAPE SEALANT CLOSURE Roo F PnL. I Maintain BLocking UntiL Panel to Structural Fasteners are lns+:aL d• Closure I _ 2. A L i gn and P Lump First IJa l l Panel with Roof Panel. 0 1 r • I ' I ROOF PNL . i .., i #12 Panel) Atony the Base Angle to Check Dimensions Gained or Lost :r I "' GHEE TING During InstaLtatiOn. II I — waay..rvn..•vu: I ' Y w • a R'L r +.n,,.en. w•. nvuww..w•aenrma.m 11 S. Foundation Must be Sra�.iare,Levet, and Correct to the out to Out I �I (i N X12 X 1 +' SDS ANGLE it ,Y„•,...x..,,w,G.•.n..,...X �'� G)r-, j PURL I N OR W/O WASH (RA02) f + -- Stee.l Dimensions. r II � � °� II I 6. Erection Crew is to Clean ALL Watt Pane Ls Before Leaving Job-iiC ( / EA i- STRUT I q� _'TM" r CLi� EACH PURL I N I c �'. 9; j Y aP'y L inn r?. 7. ALL Metol Shavings Occur i ng as a Resu L t of Gr i L t i ng Operations o rh„ / I II r „ J -'E.a c1`L n t t C1 e t- a t V I. �� kM„� Roof are to be Removed in Such a Manner as to Prevent Damage or, Eave Strut j r' OR EAVE STRUT) I #12 X 1 SDS o P Tope Sea a L 1 11 'llese draw.i � ,� cllWgti (l (+ � rr a � .��y i Staining of Roof Finish, (This ShaLL be Done at the End of Each ry.) II I w/o wash d.y I?..� I))r?, fkc ,Cti i WALL PANEL / _ _ I I (1 2' o/c) I I Plr0j(..0t i)II�i r�l�ly b I i) ” to ,, i r ,a1 JOS) (KIRBYWALL)� LONG LEG ON TOP I I I I.I,.,,. ,crj/ ,`). �. Ii -.___-... ..-.. iJsfied it, PL1 S II Ir -WALL PANEL (BELOW) irl00eul.lr)1 ?l; cUIII:Ix.;ra1 t) tlal<7.,.<1 i�#t.i'i; a`IOra ERECTOR NOTE: SHORT LEG ON PANEL TO BE LEADING EDGE. Note: : thel,y , (.li ziw-ill �,:; I I not to a.3P,� , d I y s)I31 .0v6,iJ, t`_ITcI'� i rlgs ,. PLI II 'I F.' p 1 3' i.. a y �y o f c• r- V' r r {,. 4 / '�%I(� c'I,riJ Cl�Ic ri '',.�� ISI: t..:, YTIiI;/ i:. ,. �A �.t.ta� aa�' t•;s ,)i �i>I� �)I'U�t'i:l:. 60 --- �--__ .__.. _PWI� NOTES:_ I REV DESCR 1 PT l ON B'( PATE Shee t i nc and Trim Fasteners are the same; c:o Lor 3 . Bro �e Ccs Lored Tube Sea Lcln t is rov I ded For 6. Bo L t strength mag vary 1 r r ro ted on free t i on Draw i nys as the first piece of gheeL rn1toL through Fiel:Istone Bronze Sheeting and Yrim appLieations. ;, which the Fastener Posses. Wh i t Tube Sea Lan t is provided for a L L other colors. 7. Use x 1 A307 ao L is at ALL Purl, 118A, ups . # BUILDING SYSTEMS ,r;.;` A OIVISION OF ASSOCIATED OUILUING SYSTEMS, INC. 2. B L i nd Rivets Are Provided in \ L L K i rbc ko te2UUU `I Fa t :Hers For ALL Trim are Required a t 1 2 Inches on 8 , Use "" x 1 4 "" A307 Bo L is u t �� L L Purl; In Co Frame Connections . TITLE: ERECTION DETAILS DR .BY Cent r Un Less Noted Otherwise, Use Tube Sealant at N Co Lors . Cad i urn -P La ted Rivets w i LL be provided ded - BUILDER: METAL BLDG MA I NT . DATE: ' P ALL ri i m Sp L I Ces . 9 . Draw i n s are NOT to sca'Le . CUSTOMER: BENCH MARK CYD BY: � For a L L other Non -Standard K i rbg col -ors. g � 5. B( i t Len th mai vary i noted on Erection Drawings. � ': —LOCATION: SANFORD FL � DATE: 1 D NUMBER: 527074TCEp002 AES JOB NO: 527071 DWG. NO: D2 OF: 3 3. To Prevent OIL -Canning ALA Panel Fasteners Should Start it oin ise Angle and Secured to Each Structur•ai, Girt Toward Eave. IUi I N '� \ I w/oma i � wash — — _ _ --,— —, _— -- I I 4. There is Plus Minus Tolerence Br_ailt Into the Kirby Walt Pun �_ a or (1 Q / C ) Measure and Mark 36' o/c (Beg i nn i ng 6" From the S tee A L 1 ne w 1 th I" — — — — — — — — — - — — — — Panel) Atony the Base Angle to Check Dimensions Gained or Lost :r I "' GHEE TING During InstaLtatiOn. II I — waay..rvn..•vu: I ' Y w • a R'L r +.n,,.en. w•. nvuww..w•aenrma.m 11 S. Foundation Must be Sra�.iare,Levet, and Correct to the out to Out I �I (i N X12 X 1 +' SDS ANGLE it ,Y„•,...x..,,w,G.•.n..,...X �'� G)r-, j PURL I N OR W/O WASH (RA02) f + -- Stee.l Dimensions. r II � � °� II I 6. Erection Crew is to Clean ALL Watt Pane Ls Before Leaving Job-iiC ( / EA i- STRUT I q� _'TM" r CLi� EACH PURL I N I c �'. 9; j Y aP'y L inn r?. 7. ALL Metol Shavings Occur i ng as a Resu L t of Gr i L t i ng Operations o rh„ / I II r „ J -'E.a c1`L n t t C1 e t- a t V I. �� kM„� Roof are to be Removed in Such a Manner as to Prevent Damage or, Eave Strut j r' OR EAVE STRUT) I #12 X 1 SDS o P Tope Sea a L 1 11 'llese draw.i � ,� cllWgti (l (+ � rr a � .��y i Staining of Roof Finish, (This ShaLL be Done at the End of Each ry.) II I w/o wash d.y I?..� I))r?, fkc ,Cti i WALL PANEL / _ _ I I (1 2' o/c) I I Plr0j(..0t i)II�i r�l�ly b I i) ” to ,, i r ,a1 JOS) (KIRBYWALL)� LONG LEG ON TOP I I I I.I,.,,. ,crj/ ,`). �. Ii -.___-... ..-.. iJsfied it, PL1 S II Ir -WALL PANEL (BELOW) irl00eul.lr)1 ?l; cUIII:Ix.;ra1 t) tlal<7.,.<1 i�#t.i'i; a`IOra ERECTOR NOTE: SHORT LEG ON PANEL TO BE LEADING EDGE. Note: : thel,y , (.li ziw-ill �,:; I I not to a.3P,� , d I y s)I31 .0v6,iJ, t`_ITcI'� i rlgs ,. PLI II 'I F.' p 1 3' i.. a y �y o f c• r- V' r r {,. 4 / '�%I(� c'I,riJ Cl�Ic ri '',.�� ISI: t..:, YTIiI;/ i:. ,. �A �.t.ta� aa�' t•;s ,)i �i>I� �)I'U�t'i:l:. 60 --- �--__ .__.. _PWI� NOTES:_ I REV DESCR 1 PT l ON B'( PATE Shee t i nc and Trim Fasteners are the same; c:o Lor 3 . Bro �e Ccs Lored Tube Sea Lcln t is rov I ded For 6. Bo L t strength mag vary 1 r r ro ted on free t i on Draw i nys as the first piece of gheeL rn1toL through Fiel:Istone Bronze Sheeting and Yrim appLieations. ;, which the Fastener Posses. Wh i t Tube Sea Lan t is provided for a L L other colors. 7. Use x 1 A307 ao L is at ALL Purl, 118A, ups . # BUILDING SYSTEMS ,r;.;` A OIVISION OF ASSOCIATED OUILUING SYSTEMS, INC. 2. B L i nd Rivets Are Provided in \ L L K i rbc ko te2UUU `I Fa t :Hers For ALL Trim are Required a t 1 2 Inches on 8 , Use "" x 1 4 "" A307 Bo L is u t �� L L Purl; In Co Frame Connections . TITLE: ERECTION DETAILS DR .BY Cent r Un Less Noted Otherwise, Use Tube Sealant at N Co Lors . Cad i urn -P La ted Rivets w i LL be provided ded - BUILDER: METAL BLDG MA I NT . DATE: ' P ALL ri i m Sp L I Ces . 9 . Draw i n s are NOT to sca'Le . CUSTOMER: BENCH MARK CYD BY: � For a L L other Non -Standard K i rbg col -ors. g � 5. B( i t Len th mai vary i noted on Erection Drawings. � ': —LOCATION: SANFORD FL � DATE: 1 D NUMBER: 527074TCEp002 AES JOB NO: 527071 DWG. NO: D2 OF: 3 ' 1 1 1=111 1.111 u I kill- (No II'(No t by Manufacturer) I nsu La t i on Tr 1 n IZZ (9) #1 2x 1 1; SDS �+, ,. •; Er.d Lap De to i L w/wa -- (0 ' I `� I Corner Tr i m • I 4 C c) CauLk with I I FieLd Bend Bottom ELastomeric of Gutter Down C3) # 12x 1 +" SDS !iT Sealant Into Downspout w/wash i PLI80 'I C 1 0 o/c) Sea Lan t Tai � i i I i Pop Rivet Downspou t PL201 "KR2" I Roof PnL. Bottom of Gutter (9) #1 2x 1 i" SDS (i 4 Iw/wash- a(0'4 I Use #12 x 1'SDS CO � 4 y o/c) ' ' ``�'� `� (Cod P L) w/o wash at Gutter Strap I i Pur L i n } 3' 0 o/c for I ns to L La t i on CT p. I / % `� of Base F Lashing Note: Locate Fastener L I u so as to Not Interfere ROOF Panel with Fastening of WaLL WaLL PaneL Cross Cut Panel to Base Member i i ' ► i 1 I i ' �� Trans Lucent Panel Sect i on "Ary l I KR) I P ► I. # 12x 1 +"SDS Base Ang Le L 1 / w/o wash CBA01) E a V e G U t t e i^ , C 1' 0"o/c) Masonry Anchor (Not by Manufacturer) S i de La Fasteners PurL i n I --! #14x 11_ • l See P L 1 9 4 -_--, 4 Eave , Strut w/wash (1 oic) I u � Masonry Lash-)\ I For Downspout Sea Lan t ToE �� 1. Iii r.. I (MF) I Attachment to Gutter "KR2" P i Roof Panel H 1 X111 I � I ' Pur L I n I ' Downspout llui, 1 i al i I Ma'sonrg -WaLL I' p Wo Panel , (DSB) I, "KW"off„KR., li MA 1 1 7 I I Downspout Sp L i ce _ (3) Pop Rivets Jamb Trim b "JTW"-K i rbywa L L (Ref. . PL 168) JTR -Kirb rib I (Ref. PL167) Ridge Vent WILL PaneL , I (shc:pe Varies) �, I Downspout 8' or 10 I WaLL Panel w/E Lbow (DSA) Down spou t Strap _ _ _ _ _ _ _ _ Door Frame I (DSW) or (DSR) k Use P c Rivets for r4 x I"SDS w/wash - # 12 x 1-" s0s G i r t R; I p (4 o/c) w/sealant W/O Wash S tra t0 Downspout tae Ct ) yP Roof PnL, (t ) ” I � P P yP C1 0 o/c) CT . ) h P I e and # 1 4x $ SDS - (w/o wash) S tra 9" Throat - - - - - - - - - P -------------- Header Trim N to WaLL Pane L " PurLin (typ) (HT) i` WaLL Girt B•Low '' 2 � 3'0 or 6' 0" NOTE : I 7'0" (Field Cut Attach Frame Base Clip to Floor !`' ) AC 20 to Length) Opening w i th (2) -}" Ramset or equal (Not by Manufacturer) o NOTE: Some Translucent Panel runs may faLL within the (4) Roof Pane Ls Req'd. at k I each Ridge Vent. It w i L L be the Respons i b i L i ty 9 of the Erector to properly space the Trans Lucent Section Thru Jamb Section Thru Head � .J PaneL runs to meet the owners requirements. I ;I ACI25 a r STRUCTURAL, DRAWIT I I. }}!! S !t tp A fy�9g }' C ci 4 e ,x9r 4. R�.�tr AtYi CL1 design . ®H tLAf.:S These drax inns � . at �1y d ro•ect and may he useod to �rcr�.fy the frar�� ng n�entber sizeV. Prior to the d..lixery of trans PY j F,. qy a set of r a�vi 1 s will be, issued with the piece marks an:1 in, of tt r r^ 4 C.1. necessary for I tr.Lactic:ra �'�ai5 a��.etr � .)�.zal ��?� ��. i I ,,. th.(; cams T � , are II Note: these d�awin ,.� use not t(� be u�,c(z � s i I � a d�isb°�d(;t��• �.��'il��:� and any chan�Ls glade n1ay _ NOTES: REV DESCRIPTION BY DATE Ia 1 . Sheet i n and Trim Fasteners are the sam<3? co Lor 3. Bronze Co Lored Tube Sea Lan t i s rov i ded for 6 . BoLt t strength may vary i f no ted on Erection Drawings. s s,-,2, e_ -T-0 a -AI- !b -I. 7_,�.00 x pp ., as the first piece of sheet metol through FleLdstone Bronze Sheeting and Trim appLicotlons Kor which the Fastener Passes. White Tube Sea Lan t is prov I ded for a L L other co L or s . 7. Use x 1" A307 Bo L is at ALL Pur L i n Lops. BUILDING SYSTEMS " " A DIVISION OF ASSOCIATED BUILDING SYSTEMS,INC. d i ►� ALL K i rb ko te2000 4 Fasteners for ALL Trim are Required a t 12 Inches on 8 Use ' x 1 A307 Bo L is a t ALL Pur L i n o Frame nnec tions. 2. B L I nd Rivets Are Provide L y- t Co ons . TITLE: ERECTION DETAILS DRN BY: C t U L N t d 0th e U e Tube S aL r\ I- at Co Lors . Cad i um -P La ted Rivets w i L L be provided en er n ess o e erwls s e a ALL Trim Sp L i ces I BUILDER: METAL BLDG. MA I NT . DATE: ;, . 9 . Drawings are NOT to scale . for a L L other Non -Standard Kirby co Lors. CUSTOMER; BENCH MARK CKD.BY: • BoLt Length may vary 1F noted on Erection Drawings. LOCS. 527FORD FL DATE: . ' :I �------------____.___.__._—.r_.____ .___--- ___ ..__..—._...—_..._——._.._..._—�.--------�..—_._----,..�-----------•--------- 10 NUMBER:527074_CED003 AES JOB NO: -------------- �? .._—._._.. DWG. N0: D3 OF:3 —)