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PLANS- ,-'-1-.,-_'-_ :, 1--i- ­­­_­.�! --1--1 � I I.--l-1- - 11-1-- --- � . - . - - . __ ­ .11 I .- - I . � . I I 1 I I .� - � . �. '�: i 11 � 1I � � , . I�Il, � � I I 1 Vic' I . . . 1111, ,Y,. , „p.. W� „ .. .,. ,,.. .,.y..., . ..., .,-I..,. .• . „,�, . ..,, , . ,,1.. 1 I ". ,.,, 1 't -.: 1 1111 , 111 , I'll..„e .1, ,.,.,,.�-1111,�. ..,y, 1.., . .,e,I..,,,W.,,., „• ,..:,.,... ...,. . ,. .I , , ,, .. 'll ,. .,,. .,, . ,.1.:.a., . 1111 �..... ... .......W ., 1"`_'l , . 1111.. ..... „ - - , . ARCHITECTURAL & STRUCTURAL ABBREVIATIONS 1 I S 003 1 _ ( 1 ) (2, -r✓ ( 3 4 ` 5 A.B.:......:............. . ANCHOR BOLT - . RADE 24'-0" 24'-0 __ - .1..1.1..1.. __ — - - - ------ ,' -- ______ ---- -;24'-0"-------------- --- --- -- --- -- --- -24'-0" AFG . ABOVE FINISH G - - ----- - . . , A ALTERNATE - . - LT ..- : �4 Ill , ' 23-0 1 0 , - APP APPROVED :. / / , '-4 - - AV Y ASSEMBLY Y z, - .. : . BBB BA - G V RD GE - ; .....:... OA AND BATTAN . ;. --- - -- �, -------, �� ; ----- '_1 �, ------ ,�, /�, -- -- �� /�� ��\ BCNYS :.:.. .............:........ BUILDING CODE OF NYS / . �/ \ �/ \ \ / \ BFG ............... .............I... BELOW FINSH GRA1 '12DE \ / \ - ' / \ / \ / \ / ............ / \ / \ / \ / \ / \ BOS BOTTOM OF SLAB . _ _ _ ., �- - - --1 -_�--- - - - -------------------- _ - __ -� - BASEMENT- -------------- I -- ------� _ ( -I r I -1 f I --------- - v Ll —� (_ 4 { l� BSMT ........ B EM F_-._- -r- 1 -1 -_C - ------I - - ----------I --- - I--- - (C} --I i - - I -_ `' I -- - - ° -=- -- --= ----- ---z1_ �-°- L - I --------I CFM 1111... 1111... CUBIC FEET PER MINUTE I 1 4-_ �__-_- -._ i------ I �,-I - I -- �� I ___—�__________ ____�- P9 ___-- ___—___ -----_—____ ____ P°r, _—_ ____-------________ ______�s I -------T------- ----------I--- 19i --•--1------- —I i I CL, 1111. CEILING i �r �1 1. 1 PI !I I 1 PI1 �% I : 3 60 I — —_ I a I I —I— I I _-_ I I- y--- i _ —�.\c_j t ,r I I I 1, I I I I I I ;(�1 I I s�;_� i CL ..................................... CLOSET 1 ( . Ly �, — J I L _�— — _;,Y'; J i I NRY UNIT 1 I I I I _ I I I ( CMU CONCRETE M. I I �� G<< � I� I CO ... ... RBON X _ - \ I I I I I I \\ I I COL . COLUMN M I I DETECTOR ONO IDE 1 / 1 r / 111I.1 . . \ 1 I \ / \ / `\ ,/ `\ / \\ / 4' 1 / CONC CONCRETE \\ I i `� i \ il '� /� \ / \ '� /_ �\ \� /� \` �,` /--�\ /'�� \� I, ° /i COND CONDITION 3 ... �� I t____ / / -1 ,,_I- / 2 � - --�-- �' �, ,� / 2 / 1 i� `-----II---I---�� CONTR CONTRACTOR/ \ i \ \\ J \ / \�5-002 — ( �S-002 / �S-002 ./--�.— / �S-002 / — �C-s-oo2 i , T-� / — P, T T I CRNR ..11..1 CORNER \`_i 8 W x 3 -8 H POURED CONC. �_/ \-_-i \�_i I 1 - \ I FDN. WALL W/ NO. 4 BARS @ DBL DOUBLE '.. DEMO .... ...........:....... DEMOLITION "_ 24" O.C. TYP. U.O.N I I - i� E UEEN;BURY mZ I 11 1 fl I ( ) I DN .................. . DOWN TOWN MEMO I I, I - I - DF ...:. .,.:............ :.. DOUG FIR! sod on our limited examination,compliance - - 1 I � with.+u�>!r uarT�rr�Lnts shall not b�construed as 1 ^ I I i .EA . .EACH Irtc�it at11T 1 tPl lens �an+� s aecificW+titins Eire irl . I: I EL . ... ELEVATIO p e Ili rrn Ilrnce �vith thruiitlin Codes of I, EXIST'G ... EXISTING 1 1 I lew,yc i ;state. . . _ I it /r`\ NOTE: Ix6 W2 9xW2 9 W.W.M. // 4 \ ---- 1` , -1 - EQUIV EQUIVALENT - ,-\ — F.F. ........ ....: FINISH FLOOR. __ _ _4 6 S.O.G.S.O:G. W _ �\ tl I �\ FTG .......... G - Ji PROVIDE "J .' FOOTIN - 11 /� 1 I � \S 0 / SCREED / I 1 M NE 66COMPOALCTED NOO.BARRIER CEANOVER \ I GALV ...1111.. GALVANIZED _ / I; I \ % :. \ CONSTRUCTION JOINTS AS / / I GEN : ... ... .:.. GENERAL � t COMPACTED CLEAN I I - I 1 I I REQUIRED. JOINTS SHALL BES CRUSHED STONE OR I r L G.W. GYP I - EEN SAND OVER UNDISTURBED EARTH (TYP.) SUM WALL BOARD „�I LOCATED MID SPAN BETW _ _.-_ _ 1 - -- I - HD HEADPN �I CUEE $U �t°' I r I PIER LOCATIONS - h' - — - - -- - - - - --- - — -- - — - -- --- - -- - - — - — - - - - - --- - - -- -- -- ---- - --- -- - --- -- -- - -- - - - - --- -- --- - _ - ----- --- `� ,_ �,� �.. I _ I � �: I I HR .'HOUR � B }— ----I I —.I�____ � - 1— - -- - - - --- - - -- - I I - — - �; ' I I INS INSULATIONS r T, �_ _ i °i I -' -- I � IN I -- i I J S ..... JACK STU j - I . L _ I D� 1 . v� yo p . 1 't - -I I j I I LIN LINEN,HOME COUNCIL.. ._.._ T LHC LOG .. . . PROVIDE CONTROL JOINTS A I .. ... ....... ..... - v . 24'-0" O.C. BOTH WAYS MAX. . 11 \ I I _ I'k I / LOC . ...... ....:. . ...... LOCATION \� i - ....... \\ I II ��/ \�-------E`.--I--�� L/V/H LIGHT/VENT/HEAT I---�---- -11 II ,i l , LVL 1111...... . ..................... LAMINATED VENEERI�L LUMBER . . �• III I MAX :.:..........:..........: MAXIMUM - 1. I MIN .. ....................... MINIMUM ' 18"Wx10"D WALL FTG. W/ (2) I" I MO ... .... MASONR Y OPENING 8"W x 3'-0"H POURED CONC. I CONT. NO. (TYP.) I I NO ............. ........:... NUMBER I I _, ....... ....... 3 ` I I FDN. WALL W/ NO. NYS .. ON CON K STATE N 1 I BARS @ PROVIDE 3" CLEAR CONC. r - -1 I it I I O.C: '. ERS. , 24" O.C. (TYP. @ FRONT WALL) I / -_ \ I I � . COVER TO ALL BARS OHD .. OVERHEAD DOOR - — I . OPG OPENING , 1 \ i >, _ _ ,, �S 002 ;. — �• _ I �I - / / \ I \ _ - / \ . . ._ / \ \ ' �;�/ . I ' —�--_� OPT .. OPTIONAL s -�—? __ J__ — — I — / —� --A---, _ -- -T— -- , =00�� ��;� — ---�� \ . 1 �\ O:S:B. ORIENTED STRAND BOARD / 2 �� 1 _._. — —f——I——— — - �S-002 i �S-002 / i � S 2 / \ / !`� ~ j1 ��/��s=oo2 / \ / Y / , \ / \ \ / ! `' i} / \�,� I:! �{ �. 11 / \ � / \ _ �.. , ;% \ I"a� I \ PL PLATE - / ( I \ POLY POLY I �,� - / z • \ / .. ..... ETHYLENE \` / I I \ / lee ; \ / \ I / I \ I -" �, II I \ PREFAB .. PREFABRICATED - I \ { . J I % I 'a I ! I '1 /' � 11 PSI . ............. .....POUNDS PER SQUARE INCH I 1 / I I I - i I F_ -1 I I i I I r \' i I I \� L -� PSF . . POUNDS PER SQUARE FOOT I 1. j I IL-- ,-1% I I I ( I i I fil. I I I a.��rE -- 1 I I �-. 1 I I __ ---------------- ------- P T PRESSURE TREATED . I - 1 - I I -- 1---- =--=t---------- ----------- -- ----1-'= --- -------------------- ,F — -F -. REVERSE BOARD AND BATTEN 3 ------ - -I I— r � - —.- r - - -- -- ----------- --� _ . ---- - V - I I i I _�_ -� R B8�B -- I .. I v I I RCNYS ::....: ....... RESIDENTIAL CODE OF NYS ---- i -- �� - - �-- - —------- --- ------------- --- -- --- ��-------------------- ---- ---I _ n I _ i-- --j 1- _ - I —,-- I v a ------ -L- — — —I I A}_ n - I------------ ------- ----_ . I-=-== -----=---------=---- --- i - ------------- -----1 I- ----I-------==-_-_----- - � � REBAR ...... .....::'REINFORCING BAR . : a, L — — -I ----_— 1_ _ _ J L — I _ J --------- L _ — _ _J 1 3 I 1 ;RET .:.. RETENTION'/ RETURN / \ \ \ / \ , _ REQUIRED 1 READ RE . i SD SM ECTOR \ , - \ / \ \ OKE DET i \ i \ 1 --- — ---- ' ----'-- - R SHOWER . : :. SLAB ON GRADE 23'-0., 1 SPEC ..,....... .. ......... SPECIFICATION I _ 23-01. ;'--- -------------- __ - S-P-F . .. .................... SPRUCE-PINE-FIR 1 -0 , , 0" , O _.. .-._ P NE I �' q! it e SYP ... SOUTHERN YELL W 011 4• r 24'-011 �- 24'- -0' - , ---- -- - --- - - BYOB STORAGE AGE .11 --_ �_ STD 24 0 - - �� .:STANDARD ti UEB�G . 11 11 I CL - T8�G . TONG ROOVE . T.O.F. : TOP OF FOOTING 96'-0" e -.-x l�t I.; •.1 : TOP OF FIN -- --------- -- T:O.F.F. ISH FLOOR _ --- — T.O.R. - ------ 1111:. TOP OF ROOF - NOTE: NOTE: T.O.W TOP OF WALL W 1.111 :.s .z� • . ... ....... ........ .... . Y 1 �� \/ TYP TYPICAL :. . 10 GARAGE FLOOR DESIGNED FOR 50.0 PSF UNIFORM LIVE LOAD. S 003 PIER, BASE PLATE AND ANCHOR I --' U.O.N. ...................:.......... UNLESS OTHERWISE NOTED - - -- o,�.._ .��_. BOLT LOCATIONS PER DRAWINGS .. ... . :- - - I - 1. I AI4FO323A AB-1 AND AI4FO323A I ��li VAN W/ 1111 WITH ''. AB 2 DATED 09/16/14 ;��, ., ` PSTRIP" OR SAWCUT - \ ia. i5_ SBURY - 1111.. . 1111.. ... ZI W B WASHER BOX 6, P1 �r - FOUNDATION FRAMING PLAN 'AND CAULK r�W,� - E3�J6LDtt�lG GrataE W.W.M . WELDED, WOVEN WIRE MESH .--. _ , . ., „ , SCALE: 1 /4" — 1 �_�„IS I :, O - - . 11. RELEASED FOR.APPROVAL; 10;, 14 D.A:G. B.W.W. 1. . DO �, RELEASED FOR PRELIMINARY REVIEW1. 10-10-14, DAG. B.W.W. \ CONC.'SLAB NO. DESCRIPTION . DATE { DWN, CHECKED BY -_ . i. . . . . .p . _�—. 1. , 11I'llIII REVISIONS . �� . .. .. . o .a NO I'E. - - o a NOTE: SCALE: AS NOTED � �' V• . ;D., ; IT IS VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145 SECTIONI 1. p- . --- - y°� . -- -Q' -- 7209 FOR ANY PERSON,UNLESS HEIS ACTING UNDER THE DIRECTION OFA ARCHITECTURAL OR'STRUCTURAL r . . . DWN. BY: D.A.G. , - �. i. . �`. . ..p. .. . .. � 11 T.I.P It LICENSED PROFESSIONAL ENGINEER,TO ALTER AN ITEM IN ANY WAY. IF AN - CHANGES MUST BE APPROVED IN • V, ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED,THE ALTERING ENGINEER WRITING BY ENGINI.EER OF ' B W v• W. C K D BY: . H .V-:- . • - p.. , p` I. SHALL AFFIX 70 THE ITEM HIS SEAL AND THE NOTATION"ALTERED BY",FOLLOWED RECORD PRIOR TO �� :;..;..T2.- ",,.%;-. .. 1111-1111: .. . BY HIS SIGNITURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC ,.', --COMPACTED CLEAN DESCRIPTION OF THE ALTERATION. CONSTRUCTION. REVISIONS,WILL DATE: 10-,10-14 `.. -. ... '111..1:. - THIS DRAWING IS THE PROPERTY OF BREI W.WINCHIP ENGINEERING,_P.C:ALL DIMENSIONS NOT BE APPROVED POST i':'::'1111 1111 ..' .,,'-': ,: ':`1111;'.`.::`:: '.. ?:'•': CUT 50% OF I SAND OR GRAVEL PER ANDINFORMATIONISTOBEVERIFIEDBYTHECONTRACTORBEFORECONSTRUCTION. CONSTRUCTION. SHEET NO. 3 OF 15 �: ... _ �- ll . WIRES @ L:,.:.. ;;.... .. .... ,:._: ""..�-- SECTION :.-; 1111 : :•.•..::��.-..::�.�.:.....:.:::::�:-1111 ,.. ..::�:._::,-`111.1.:•::':.:.;.,;.�:',:.:.:..':•:::':•�.::. N DATI O N CONTROL JOINT 1% '.".' :=-6 MM POLY DESIGN LOADS: NEW STORAGE'`BUILDING FOU i.: Cyd . _ 1111.. , .. .. R IER PLAN _. : � - , vaPo BARB _ elk������, FOUNDATION- ��E�, ' _ COMPACTED PJ 60 PSF . k witin ?p SIGNWORKS NEON CORP. - GARAGE FLOOR 50 PSF �, , ADE s FROST DEPTH: 48" B.F.G. . . Z � BASIC WIND SPEED: 90.o MPH � , TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK 11,11- 1­1.11:1ilil,TAX ID 1.1 III1..II 111-lill III 1111-11 „J .,, C__ �/ w, i. - - - 3 EXPOSURE CATEGORY: B L'c�y �_ -cs s 0830�� Bret Wi�C in r`n . ,__ PROJECT NO - CO NTRO L J OI NT C ETAI L SEISMIC DESIGN CATEGORY: C FO `�I `•' "4 AAa��ssiO�P` P.O. Box 116, 6272 State Route 9 : "0035 - Y- . z� - SCALE: 3.. ._o.. SITE cLAss: D 41�'S�� a, - s . Chestertown, New York 12817 �� Stpya2 1 - DATE: 10-13-2014 Plhone: (518) 494-2555 Fax: ( SIG►` '���S1Rn 0$ �g-2-2 S-001 3 �- 1.111 . „ W,. „ ,.1,,., :.,. ,.,,. .....,.,�,.. . 11,11.11.11. 1111, .. 1111 . .w, ,,, . ., „.L,.. :�, , . .".�, , �, il,..• 1 „�, 1111 . W �� : � _ 27 Cafe on, eater 1 _. I Comm .'4 - I - - _ .u-., .... � ..,, _ _ _. — _. __ . ._ __ __ � . . _ . , ., ,.11: :, ,a I . — — — — -- — -- — — — -- — — — -- — — — — -- — — — — — — — — — — — — — — — — -- -- — — — — — — — -- — — — -- — — -- -- — — — — — — — — — — — — — _ I _ I I I - I i I ---18"WxIO"D WALL FTG. W/ (2) CONT. - I I NO. 4's (TYP.) PROVIDE 3" CLEAR I I I CONC. COVER TO ALL BARS . I I 3/4"Ox46"L ASTM-36 NO.'6 HAIRPIN 1. EBAR I 4'-0" I A.B.'s W/ 4" EXT. ABOVE' . ENCASED IN SLAB W/ 60 1'-0" , 1'-0" , l'-0" , 1'-0" I MIN. LEG EMBEDMENT IN 3'-p" I / ,--- ,-- i TOP OF PIER (TYP.) S Y ) I 3/4 6x46 L ASTM-36 6 , 1 0 1 0 / 6 , I I LAB (T P. 10 1/2"_-1 -1/2" , ;_1 1/2" ,10 1/2" O NO. 5's EA. FACE CONT NO 4 W L REINFORCEMENT `—/ I - - A.B.'s W/ 4" EXT. ABOVE O I 4 1 s �, V T ,10 1 '2" 4 NO. 5 s EA. FACE I - ( - - -- - 1 „ I AL r -._;�.-LTA- ,D v o � 101/2 , 11/2 „ 11/2 - - - - -- - = NO. 4 TIES @ 6 C .C. I' - NO. TIES @ 6 O.C. CONT. THROUGH PIER (TYP.) EXTEND —' . - - / ” , ; I TOP OF PIER (TYP.) o I I . p , - - - - - -- — — — ---.--------- -- --_ -- I -- ------- ----- -- '- " ° D' �-- ---- ---- I I----C-- r --I ---- CONT. WALL T&S BARS MIN. 8 0 EA. D D I - D ,o I i !I .! I I SIDE OF PIERS - -= - \ : , I r >T r,` --- I i D �"� —(4) NO. 5 BARS 3 °O I - - { 2 0 Lx2-0 Wx3-6 H/Z EA. FAC E - I „ „ __ -- - - \ - - - �__ - 4 i CONC. PIER -o'" ;�- a__- 0 0 I -=--- �\ --- - ------ ---- - - --- I - ----1 I c2 _T --- i ' `I - - --- - -------- - -- I --z_ °' . - . I tY7 N —', '9 0^ ,"r>1� " I --— - �P CV \ ------ --- - I c j L--� . m - I - _ NO 4 TIES c� -I- ?: 3'-0"x3'-0"xl 2"D SPREAD FTG. I I D' D �. I I f 8"W POURED CONC. ' ° D ��D @ 6 O.C. - I T� f, W/ (4) NO. 4 Bt�RS BOTH : I -_� -_' - 1 17 1 ` WAYS. PROVID= 3" CLEAR :I I - r I FDN. WALL W/ NO. 4 - �° ! I N I CD I 'O N �' `f', CONC. COVEF TO ALL BARS I I - i J, ' I BARS @ 24 O.C. (TYP.) \ __ o r-. ,� �•. I N . X NO. 5 DOWELS 01 I . 01 ' III �<` c, I — — - - — - -- ! —``` — — -- - —�. - I D �, � D ;;, `� I `� I _ ° FTG. PER PLANS ,;,-1 I \, 3/4"Ox46"L ASTM-36 A.B.'s I ,=' D 8 W POURED CONC. —..�� I I z, I W/ 4 EXT. ABOVE TOP OF I � - v v--- I I \ 1._ I 4'-0"x4'-0"x12"D SPREAD FTG. % D ° FDN. WALL W/ N0. 4 I \ `; I I / , PIER (TYP.) 1 ° D ° p . v - 1 I `� , i W/ (4) NO. 5 BARS BOTH . / D `� 1.Z , . BARS @ 24 O.C. (TYP.) \ I WAYS. PROVIDE 3" CLEAR ° - - ° - _r - at NO. 6 Hf:IRPIN REBAR I i I ; NO. 6 HAIRPIN REBAR I Vol `�- - CONC. COVER TO ALL BARS. I \ ENCASED IN SLAB W/ 60" ° : _c ° _r� r D _ _D ENCASED IN SLAB W/ 60 I " uI \ 18"Wx10"D WALL FTG. W/ I ; Ii I ill, ,ilf , w _ _ _ .. ,,,..,,,.,..,..,�..,. ,.:, ....... ....,, ...,rr..�W...�...-,,L.�,..,.,,.. �,�. •„ ,W,,,,w„ A:,,.:..,' ,:.:,.,:...,.,.,.',:.,... ,.,,. ,•,,d,,. '......Ww ..�..,...,�.,�.....,�.�,�.rr.,,•, �...�.,.., ,:,,.,..,..�.�.:,..�.,,,u.�,�m,,.., �. ,. , . I i - _ j - . ' ' - - - - i` • 1 ' 11 I - ' - , i - I 1 - '~ . .. 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WALL W/ NO. 4 BARS @ @ FRONT WALL ` - D ° 24" O.C. (TYP. U.O.N) \ 18"Wx10"D WALL FTG. W/ 2 NOTE: 8"W x 2'-10"H POURED CONC T -- y :I I�I�I,,,.,1_�I I� �,,,r,,:,��I�II-�1-:.:,:�I-I,iI,I�,1",�-�I.�1,,�..�L 1 I:,t I I I_.I. �I�I;I..I,:tI�/1�./-I�I.��,:"�..�I,-:,II.',%I-�,. O FDN. WALL W/ NO. 4 BARS @ �, CONT. NO. 4's (TYP.) . 24" O.C. TYP. @ FRONT WALL ` „ BOT. OF ALL FIGS. SHALL ( ) �-- ----= , PROVIDE 3 CLEAR CONC. D ;z - D BE 4'-0" MIN. B.F.G. -- , -r COVER TO ALL BARS - �, :, ' �I / ,' ;'/ ;< 1 %'- `� . SECTIO N SCALE: 1 /2" = 1 I_®II : - j - . I . NO-4'S @ 24" O.C. S.O.G. PER PLANS OVER 6 MIL POLY NO. 4's @ 24" O.C. ` S.O.G. PER PLANS OVER 6 MIL POLY - C I. ' YP FDN WALL ,I. I 11 t. 111..I.II 1�.,I I I.I I 11 I i1 ,%II,,Li'.I,�'�I I I.,-111,:�1,i,1����.0,1�.�I I 1II.II� 1�1It TYP. FDN. WALLS ". . . VAPOR BARRIER OVER MIN. 6" - ; (T S) VAPOR BARRIER OVER MIN. 6 _ PACTED NO. 1 CLEAN CRUSHED COM ]O',-HAUNCH (TYP. COMPACTED NO. 1 CLEAN CRUSHED ,:. 14 x i 4" �' i4" STONE OR COMPACTED CLEAN SAND ) 4"1 n z 1' , CQNT.'NO.'4 s - STONE OR COMPACTED CLEAN SAND ,-- @FRONT WALL) - ,._ ,,t - �a:..-, - T&S STL. TYP. 1t, OVER UNDISTURBED EARTH (TYP.) OVER UNDISTURBED EARTH (TYP.) . ( ) ,• CONT. NO. 4 s { - '�. k moo, - J' PRON FT&S STL. (TYP.) -- - _ _ _ __ -�.1II1­LII�I 1.�.I1'1I D D - ° D, ° T -==I GRADE (TYP.) o! _ rr nc-s.-r rr r � , E ir( �� Gi - r� -- - _ ,F. - - - .�I1::I.,,:-1 II o' CONC. NOTES: BACKFILL W/CLEAN SAND / GRAVEL ` 'i -' CONC. NOTES: , BACKFILL W/ CLEAN SAND / GRAVEL D - . D \i Z -_______t_ _ - \ ALLY COMPACT - MIX AND MECHANICALLY COMPACT - Z - MIX AND MECHANIC _ - ' - fc' = 4,000 PSI . MIN. ° o_ fc' = 4,000 PSI (MIN.) - ENSITY IN LIFTS NOT - ( ) TO 95� PROCTOR DENSITY IN LIFTS NOT TO 95% PROCTOR D _ . --- ---- - ---=� o fy = b0,000 PSI (TYP.) .I.�.I ,I:� II I. TO EXCEED 6" (TYP. @FROST WALLS) o\ fy = 60,000 PSI (TYP.) TO EXCEED 6" (TYP. @FROST WALLS) {� _ , 5 J� AIR ENTRAINED . 5-7% AIR ENTRAINED . III . .-- II.II.I 1 i,.I.I - \ . i \ a _ v--2'-10"H x 8"W POURED R '__I ; 0 3°-8"H x 8"1N l = POURED -e CONC. FROST WALL (TYP.) v GONG. FROST WALL (TYP.) ° D _ -- (---- /, . '<, '- 'i',` NO. 4 DOWELS @ 24" O.C. WIRE . ( � - NO. 4 DOWELS @ 24" O.C. WIRE- - 18"WxlO"D CONT. CONC.'WALL F1C. 18"WxIO"D CONT. CONC. WALL FTG. ! TIED TO VERT. BARS (TYP ) TIED TO VERT. BARS (TYP.) - „ W/ 2 CONT. NO.'4's TYP. PROVI E 3". _ „ W/ 2 CONT. NO. 4 s TYP.) PROVIDE 3 " EXTEND 2-0 INTO WALL POUR. O ( ) EXTEND 2 0 INTO WALL'POUR. . j O R 1 EAR CONC. COVER TO ALL BARS . CLEAR CONC. COVER TO ALL BAR II, CLL UNDISTURBED EARTH TYP. U DISTURBED EARTH TYP. ( ) . ( ) . i I . a AT FRONT WALL DETAIL = TYPICAL FROST WALL DETAIL (U .O.N .) : _ FROST WALL . I.l . t SCALE: 1 /2 1 0 .J - SCALE: 1 /2 _ i -0 , I , , . . , .. . - O v 11 RELEASED FOR'APPROVAL _ 10-13-14 I D.A.G. B.W•W. - - �0 RELEASED FOR PRELIMINARY REVIEW 10-10-14 D.A.G. B.W.W.-• I CHECKED. NO.' DESCRIPTION I DATE I -DWN BY . • „ „d 1, „ 9 ( V„ ' C REVISIONS , SOY' = NOTE: SCALE: AS NOTED. - : !1i IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145 SECTION • - ti - ' CENSEOD PROFESSIONA UE LG NEER TOCALTER AN ITEMHN ANY WIAOY. IOF AN ARCHG S MUST BE APPROVEDAIN ' DWN. BY: D.A.G. L N I GRAN E . ,.. ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED,THE ALTERING ENGINEER , I NG BY ENGINEER OF = ' WR TI - B W.W. D.BY. ` " HALL AFFIX TO THE ITEM H EAL AND THE NOTATION"ALTERED BY"FOLLOWED CHK - I S IS - ECO D P IOR TO R R R 1 1. BY HIS SIGNITURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC _ _ _ - - CONSTRUCTION. REVISIONS WILL DATE: _10 10 14 DESCRIPTION OF THE ALTERATION. NOT BE APPROVED POST ' i -THIS DRAWING IS THE PROPERTY OF BRET W.WINCHIP ENGINEERING,P.C.ALL DIMENSIONS `1 I `- -AND INFORMATION IS TO BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION. CONSTRUCTION. SHEET NO. S OF 1 5 . „ 1, NEW STORA BUIL NG FOUN, A IO i,��lI-l�I.-I.,:,.I-.:­I���,.-II�_-I,.�---�--"---_-�- I - GE DI D T N EI . _ ,� q w�.� . SECTION & DETAILS 1,L?NF1�, c A '�.�, � SIGNWORKS NEON CORP. , L S ` I _ TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK - TAX ID 308.16-2-2.2 . Z „ °, .. 1 - i 0. :�`c° PROJECT NO. ra - _ Bret W. Winchi n it'' in c SFdp ►t 1 = ��FESSiO��' i P.O. Box 116; 6272 State Route 9 l 3�®3� "3 s: = Chestertown, New York l 2817 T „ DATE: 10-13-2014 Phone: 518 494-2555 Fax: 518 494 25,66 S_003 r „ „ . , , „, , . „ . ,,.,, ..,,..,,. . ,.,.. 1 „• „ -1 ! . . . 96'-0"OUT—TO—OUT OF STEEL 5 High Eove 2 3 4 24'-0" 24'-0" 24'-0" 24'-0" 23'-0" 23'-0" C I Z I I I C D D D C BACKHOE FORKLIFT onS `r o d- I m m o� t x w W v_ c o 2 N C o UA E I AI°01 B 1 B 0. DD 00 O F'- n 1 T TRUCK TRUCK — TRUCK TRUCK O v 0 o = 01 rn U 1 m D a] X N 6 D D D B 0 00 0 o 0 01!0 0 0 0 I cPEN I pP / ' I nt✓�N ®(Pea/ A p X—Bracing co 23'-0" 23'-0" 23'-0" 24'-0" 24'-0" 24'-0" 24'-0" 1 2 3 4 5 Low Eave -- SCALE: 1/8"= 1'-0" — " SKETCH#141028-TRUCK SHED-FLOOR PLAN-A PREPARED BY FRED A. EARLY MET LABORATORIES AUTHORIZATION#E-212394 cMETus DESIGNS:Any design/artwork supplied by Signworks remains the property of Signworks and 27 Carey Rd.,Queensbury,NY 12804 the use of design/artwork or any facsimile thereof is expressly prohibited without the written Ph:518-745-0700-1-800-333-5709—Fax:518-745-0702 consent of Signworks and any written consent is subject to payment in full for said ns si nworkscor .com design/artwork service at Signworks'normal rates,all designs/artwork will be returned to E-mail:si 9 @ 9 p Signworks on demand. ©2014 N I i. vc: i i l 96'-0"OUT TO OUT B NORTH ELEVATION 1 SCALE: 1/8" 1' - 0" I� I r � I I I I I I i I I I I I I I i V I I I i I �I i i II B I P I I i u I I If i B SOUTH ELEVATION 1 5CALE: 1/8" = 1' - 0" ' N N I i I II I r l I I I h �w �W LL1=Q�1 Q LL GRADE i 1 11 E ; � J IkGPAQ IIiiII I� �I � I RI 6'MAN 40'-O"OUT TO OUT OF GIRT LINE B EAST ELEVATION B WEST ELEVATION 1 5CALE: 1/8" = 1' - 0" 1 5CALE: 1/8" = 1' - 0" SHEET PROJECT SIGNWORK5 NOVISIO ATE DY REMARKS PROJECTNO.: 04014-T5-1 CAREY INDU5TRIAL PARK 1 04-01-14 FAE 40'X 96'SHED ROOF BUILDINGALL ELEVATIONS DRAWN DY: FRED A. EARLY r 1 OF 6 Northern Diotributoro 5ubdivieion NO.6-87 DATE DRAWN: 04/01 /14 1 ==1 TITLE TRUCK SHED 3 SCALE: A5 SHOWN ALL BUILDING ELEVATION5 UNAUTHORIZEDALTERATION,COPYING,OR USE OF THESE PLANS,DETAILS,SPECIFICATIONS OR DESIGNS,IN WHOLE OR IN PART,IS PROHIBITED. 27 Carey Rd.,Queensbury,NY 12804 ® STEEL FRAME W/STEEL SIDING PLANS,DETAILS AND SPECIFICATIONS ARE THE PROPERTY OF SIGNWORKS,AND ARE PROVIDED AS PROJECT SPECIFIC,AND SHALL NOT BE Ph:518-745-0700-1-800-333-5709-Fax:518-745-0702 MODIFIED OR USED FOROTHER PROJECTS WITHOUTWRITTEN CONSENTOF ROBERTSTOYA,OWNER. @2014 E-mail:signworksneoncorp@verizon.net CERTIFICATION AND SCHEDULE OF DRAWINGS GENERAL FOUNDATION NOTES THIS IS TO CERTIFY THAT THE METAL BUILDING COMPONENTS FURNISHED BY AMERICAN BUILDINGS COMPANY FOR THE REFERENCED BUILDING HAVE BEEN DESIGNED IN OUR OFFICE FOR FABRICATION IN OUR PLANT. IN ADDITION TO THE DEAD LOAD (D) OF THE BUILDING COMPONENTS, THE MEMBERS ARE DESIGNED ON THE FOLLOWING SHEET SHEET 1. THE METAL BUILDING SUPPLIER ASSUMES NO RESPONSIBILITY OR LIABILITY FOR FOUNDATION, FLOOR OR SLAB DESIGN OR CONSTRUCTION. DESIGN BASIS: NUMBER NUMBER DATE REV. N0. DATE REV. NO. 2. THE FOUNDATION DESIGN SHOULD BE DONE WITH DUE REGARD TO THE SPECIFIC SOIL CONDITIONS PRESENT AT THE ACTUAL JOBSITE. COLLATERAL LOAD (C) 3. FOUNDATION MUST BE DESIGNED FOR THE APPLICABLE REACTIONS AS THEY APPLY TO A PARTICULAR BUILDING AND MUST BE ADEQUATE TO RESIST ALL OF THE CRITICAL COMBINATIONS 0.5 psf On Roof Members FOR EACH OF THE VARIOUS LOADING CONDITIONS. THESE REACTIONS AND LOAD COMBINATIONS MUST BE USED TO DETERMINE THE DESIGN LOADS TO BE RESISTED BY THE FOUNDATIONS. 0.5 psf On Supporting Frames C-1 10/13/14 1 4. REINFORCING BARS, WIRE MESH, ANCHOR ROD SHEAR ANGLES. TIE RODS AND/OR HAIRPINS (HOOK BARS) SHOULD BE INCORPORATED AS REQUIRED INTO THE FOUNDATION DESIGN. ROOF LIVE LOAD (Lr) C-2 10/13/14 1 THE HORIZONTAL THRUST AT THE COLUMN BASE ACTING IN CONJUNCTION WITH APPLICABLE VERTICAL REACTIONS, MUST BE SUSTAINED BY HAIRPINS, TIE RODS, BUTTRESSES, OR 20.00 psf on Roof Members OTHER DEPENDABLE MEANS. Tributary load Reduction On Supporting Fromes As Permitted By Code AB-1 9/16/14 0 5. COLUMN FOOTING SHOULD EXTEND A MINIMUM OF 12 INCHES INTO NATURAL SOIL, OR WHERE FILL IS USED, THE FILL MUST BE PROPERLY COMPACTED OR THE FOOTING SHALL SNOW LOAD (S) EXTEND TO THE NATURAL GRADE. IN ALL CASES THE FOOTING SHALL EXTEND AT LEAST 6 INCHES BELOW THE LOCAL FROST LINE. 40.32 psf Roof Snow Load AB-2 9/16/14 0 6. EXPANSIDN OR CONSTRUCTION JOINTS SHALL BE LOCATED AS REQUIRED IN FOUNDATION WALLS AND SLAB, AS SPECIFIED BY THE FOUNDATION DESIGNER. Roof Exposure Condition = Partially Exposed 60 psf Ground Snow Load AB-3 9/16/14 0 7. THE TOP OF THE FOUNDATION OR FLOOR SHALL BE SQUARE, LEVEL AND SMOOTH.ANCHOR RODS SHALL BE ACCURATELY SET TO A TOLERANCE 31/16 INCH ON DIMENSIONS WITHIN Thermal Factor = 1.20 THE GROUP SPACING FOR AN INDIVIDUAL COLUMN. ALL OTHER DIMENSIONS SHALL HAVE A 31/8 INCH TOLERANCE. Snow Exposure Factor = 1.00 E-01--07 10/13/14 1 S. COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED THE ALLOWABLE BEARING STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSIVE STRENGTH OF 2500 P.S.I. AT 28 DAYS. Snow Importance Factor = O.BODO SED-007-072 10/13/74 0 ` 9. UNLESS EXPLICITLY LOAD NOTED OTHERWISE. ALL EMBEDDED STRUCTURAL STEEL (INCLUDING ANCHOR RODS), OTHER MATERIALS, AND LABOR SHALL BE SUPPLIED BY THE FOUNDATION (" - CONTRACTOR. 90 mph Basicf Wind Speed (3-secgust) egor gXED-001 10/13/14 0 10.ANCHOR RODS SHOULD BE AS SHOWN AND CALLED FOR, INCLUDING PROJECTION FROM CONCRETE, DIAMETER AND QUANTITY. Enclosure Classification = P3-s 11. THE EMBEDMENT OF THE ANCHOR RODS IN THE CONCRETE AND CONFIRMING ADEQUACY OF ANCHOR ROD EDGE DISTANCE IS THE RESPONSIBILITY OF THE FOUNDATION DESIGNER. Internal Pressure Coefficients, GCpi = 0.55 and -0.55 THE FRAME REACTIONS ARE CONSIDERED THE MINIMUM LOADS TO BE DEVELOPED. Wind Importance Factor = 0.87 = 12. ALL ANCHOR RODS SHALL BE ASTM F1554 GRADE 36 R EQUAL IN ORDER TO CONFORM TO THE METAL BUILDING SUPPLIER'S DESIGN ASSUMPTIONS BASED ON THE ALLOWABLE SEISMIC LOAD Design Pressure for Wall Components and Cladding Supplied by Others 15.564 and -19.428 STRESSES GIVEN IN THE AISC MANUAL OF STEEL CONSTRUCTION. (E) Equivalent Lateral Force Procedure 13.ANCHOR ROD DIAMETERS FOR THE PRIMARY FRAMING AND ENDWALL FRAMING ARE DENOTED AT RESPECTIVE BASE PLATE DETAILS OR ON THE ANCHOR BOLT PLAN. ANCHOR RODS 0.35 9 0.2s Short Period Spectral Response Accelerotion S(s) FOR FRAMED OPENINGS SHALL BE 1/2 INCH DIAMETER UNLESS OTHERWISE NOTED. 0.10 g 1.Os Spectral Response Acceleration S(1) Site Classification = D Seismic Importance Factor = 1.00 Seismic Design Category = C Seismic Design Short Period Acceleration, Sds = 0.36 Seismic Design 1 Sec Period Acceleration, Sd1 = 0.17 Clossificotion of Building = I - Buildings and other structures that represent o low hazard to human life in the event BASIC MATERIAL SPECIFICATIONS of failure but not agricultural buildings intended only for incidental human occupancy. NOTES: PRIMARY FRAMING STEEL 1. ROOF DESIGN IS BASED ON THE LARGER OF LIVE LOAD OR ROOF SNOW LOAD. 2. ALL WELDING MUST BE PERFORMED BY AWS QUALIFIED WELDERS FOR THE WELDING PROCESSES AND POSITIONS TO BE STEEL FOR MILL-ROLLED STRUCTURAL SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A 36, ASTM A 572 GRADE 50 OR 55, OR ASTM A 992. USED. ALL WELDING AND WELD PREP MUST BE COMPLETED AND VISUALLY INSPECTED TO AWS ACCEPTANCE CRITERIA STEEL FOR ALL BUILT-UP SECTIONS SHALL CONFORM TO ONE OR MORE OF THE FOLLOWING: (TABLE 6.1) IN ACCORDANCE WITH THE APPLICABLE AWS STANDARD. WELD ELECTRODES USED FOR ALL FIELD WELD A. ASTM A 1011 SS, GRADE 55 PROCESSES MUST BE SELECTED FROM TABLE 3.1 IN AWS D1.7 FOR GROUP 11 MATERIAL GREATER THAN OR EQUAL 0.125" B. ASTM A 1011 HSLAS, GRADE 55, CLASS 7 THICK OF O 0 ABLE 1.2 IN AWS D1.3 FOR MATERIAL LESS THAN 0.725` THICK AND ALL FILLER MATERIAL MUST HAVE A C. ASTM A 572 GRADE 55 D. ASTM A 529 GRADE 55 STEEL FOR ENDWALL `C"SECTIONS SHALL CONFORM TO ASTM A 1011 SS, GRADE 55, OR HSLAS, GRADE 55, CLASS 1. AMERICAN BUILDINGS COMPANY SERVICEABILITY STANDARDS (2006 MBMA MANUAL CRITERIA) WILL BE USED FOR DESIGN AND STEEL FOR ROUND PIPE SECTIONS SHALL CONFORM TO ASTM A 500 GRADE B. 42 KSI. FABRICATION OF YOUR ORDER. THE ABOVE DESIGN LOADS ARE APPLIED IN ACCORDANCE WITH THE NYBC 10 SECONDARY FRAMING STEEL THE DESIGN IS IN GENERAL ACCORDANCE WITH AISCO5 AND NAUSDI STEEL USED TO FORM PURUNS, GIRTS, SAVE STRUTS AND `C"SECTIONS SHALL CONFORM TO ASTM Atoll SS, GRADE 55, OR HSLAS GRADE 55, CLASS 1, OR IF THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN OF THE FRAMING AND COVERING PARTS MANUFACTURED GALVANIZED SHALL CONFORM TO ASTM A653 SS, GRADE 55, G90 OR HSLAS, GRADE 55, CLASS 1, G90. BY AMERICAN BUILDINGS COMPANY. ACCESSORY ITEMS SUCH AS DOORS, WINDOWS, LOUVERS, TRANSLUCENT PANELS AND VENTILATORS ARE NOT INCLUDED. ALSO EXCLUDED, ARE OTHER PARTS OF THE PROJECT NOT PROVIDED BY AMERICAN ROOF AND WALL PANEL MATERIAL BUILDINGS COMPANY SUCH AS FOUNDATIONS, MASONRY WALLS, MECHANICAL EQUIPMENT AND THE ERECTION AND INSPECTION OF THE BUILDING. THE BUILDING SHALL BE ERECTED ON A PROPERLY DESIGNED FOUNDATION IN EXTERIOR PANELS SHALL CONFORM TO ONE OF THE FOLLOWING: ACCORDANCE WITH AMERICAN BUILDINGS COMPANY'S GENERAL ERECTION GUIDE". THE LATEST EDITION OF THE MBMA PANEL MATERIAL SHALL BE ALUMINUM-ZINC ALLOY-COATED STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A 792 SS, GRADE 80. MANUAL, AND THE JOB ERECTION DRAWINGS. THE DRAWINGS LISTED ON THIS SHEET SHALL REMAIN WITH AND BECOME PART OF THIS CERTIFICATION. MATERIAL MAY BE EITHER 26 OR 24 GAGE. PANEL MATERIAL SHALL BE ALUMINUM-ZINC ALLOY-COATED STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A 792 SS, GRADE 50, CLASS 1. PRODUCT APPROVALS AND CERTIFICATIONS, MATERIAL MAY BE EITHER 24 OR 22 GAGE. 1. UNIFORM BUILDING CODE (ICBO) - k FA-285-CARSON CITY, NEVADA PLANT. PANEL MATERIAL SHALL BE ZINC-COATED (GALVANIZED) STEEL, COATING DESIGNATION G90, CONFORMING TO THE REQUIREMENTS OF ASTM A 653 SS, GRADE 80, CLASS I OR CLASS 2, 2. INDIANA - 3 MASTER PLAN PROJECT NUMBERS OR HSLAS, GRADE SD. MATERIAL MAY BE EITHER 26 OR 24 GAGE. GABLE BUILDINGS : 337643 PANEL MATERIAL SHALL BE ZINC-COATED (GALVANIZED) STEEL. COATING DESIGNATION G90. CONFORMING TO THE REQUIREMENTS OF ASTM A 653 SS,GRADE 50, CLASS 1 OR CLASS 3, SINGLE SLOPE BUILDINGS : 337648 MATERIAL MAY BE EITHER 24 OR 22 GAGE. LEAN-TO BUILDINGS : 337649 THE CERTIFYING ENGINEER HEREWITH IS NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJECT AND IS 3. WISCONSIN-((200802-M, 13 BASIC STYLES. ONLY CERTIFYING THAT THE DESIGN OF THE METAL BUILDING COMPONENTS FURNISHED BY AMERICAN BUILDINGS BRACE MATERIALS: 4. CITY OF CLEVELAND, OHIO DOCKETS S-52-82. COMPANY SATISFY THE DESIGN REQUIREMENTS SPECIFIED ABOVE AND ON THE A.B.C. CONTRACT. THIS BRACE CABLES:ASTM A 475, 7-STRAND EHS WIRE CABLE BC4=1/4"DIA.(7mm) BC5=5/16`DIA.(8mm) BC6=3/8"DIA(10mm) BCS=1/2`DIA.(13mm) 5. CAN/CSA W47.1 DIVISION 1 CERTIFICATION AT EL PASO, CARSON CITY & LA CROSSE. CERTIFICATION EXCLUDES THE ERECTION OF THE STRUCTURE. BRACE RODS: ASTM A 572, 50 KSI (UPSET THREADS) BR5=5/8`OIA.(16mm) BR6=3/4'DIA.(20mm) BR7=7/8`DIA.(23rnm) BR8=1"DIA.(26mm) 6. CAN/CSA A660 CERTIFICATION AT EL PASO, CARSON CIN & LA CROSSE. OR ASTM A 529, 50 KSI (CUT THREADS) BR9=1 1/8"DIA.(29mm) BRIO=1 1/4`DIA.(32mm) BRIT=1 3/8` DIA.(35mm) BR 12=1 1/2` DIA.(39mm) 7. CITY OF LOS ANGELES FABRICATORS LICENSE #1390 AT CARSON CITY PLANT. STRUCTURAL PRIMER NOTE 8. STANDING SEAM II / STANDING SEAM 360 WIND UPLIFT-CLASS 90 (UL 90) CONSTRUCTION NO.S 93 AND 210A AS LISTED IN UNDERWRITERS LABORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY. "SHOP COAT PRIMER IS INTENDED TO PROTECT THE STEEL FRAMING DURING TRANSPORTATION TO THE JOBSITE AND FOR NOT MORE THAN 45 DAYS FROM THE APPLICATION. 9. LOC SEAM / LOC SEAM 360 WIND UPLIFT-CLASS 90 (UL 90) CONSTRUCTION NO.S 238, 238A, 2388, 238C, 331, 332, STORAGE IN EXTREME COLD TEMPERATURES OR WINTER SNOW CONDITIONS, INCLUDING TRANSPORTATION ON SALTED OR CHEMICALLY TREATED ROADS WILL ADVERSELY AFFECT THE 336, 435, 451, 487 & 567 AS LISTED IN UNDERWRITERS LABORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY. THIS PROJECT IS DESIGNED AS A PARTIALLY ENCLOSED BUILDING. DURABILITY AND LONGEVITY OF THE PRIMER. THE COAT OF SHOP PRIMER DOES NOT PROVIDE THE UNIFORMITY OF APPEARANCE, OR THE DURABILITY AND CORROSION RESISTANCE ( L U SS C90 IFT 10. LONG SPAN III PANEL WIND UPLIFT-CLASS MUST BE OF A FIELD APPLIED FINISH COAT OF PAINT OVER A SHOP PRIMER. MINOR ABRASIONS TO THE SHOP COAT PRIMER CAUSED BY HANDLING, LOADING, SHIPPING, UNLOADING AND 90) CONSTRUCTION NO.S 71, 161 & 167 AS LISTED IN ACCESSORIES (DOORS. WINDOWS, ETC.) BY OTHEDESIGNED AS "COMPONENTS AND CLADDING"IN ACCS ORDANCE TO ERECTION ARE UNAVOIDABLE AND ARE NOT THE RESPONSIBILITY OF THE METAL BUILDING SUPPLIER, ABC IS NOT RESPONSIBLE FOR THE DETERIORATION OF THE PRIMER OR UNDERWRITERS LABORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY. CORROSION THAT MAY RESULT FROM NEITHER ATMOSPHERIC AND ENVIRONMENTAL CONDITIONS NOR THE COMPATIBILITY OF THE PRIMER TO ANY FIELD APPLIED COATING." 11. 22 GA. STANDING SEAM 360 HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-120 CORPS OF SPECIFIC WIND PROVISIONS OF THE REFERENCED BUILDING CODE. ENGINEERS GUIDE SPECIFICATION 07416 AND HAS BEEN TESTED IN ACCORDANCE WITH ASTM E-1592. 12. 24 GA. STANDING SEAM 360 HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-120, CORPS OF `AS A MINIMUM AND SECONDARY TO MORE STRENUOUS JOB SPECIFIC REQUIREMENTS, PROJECTS LOCATED IN CANADA MUST BE ERECTED WITHIN TOLERANCES AS DEFINED ENGINEERS GUIDE SPECIFICATION 07416 AND HAS BEEN TESTED IN ACCORDANCE WITH ASTM E-1592. IN SECTION 29.7 OF SPECIFICATION 516.01 AND PROJECTS IN OTHER LOCATIONS MUST BE ERECTED WITHIN TOLERANCES AS DEFINED IN THE LATEST EDITION OF THE 13. 24 & 26 GA. LONGSPAN III HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-150. METAL BUILDING SYSTEMS MANUAL, PUBLISHED BY THE MBMA.` _ 14. 22 GA. LOC-SEAM 360 HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-180 AND HAS BEEN TESTED IN ACCORDANCE WITH ASTM E-1592. `-"<-�i �.K_q��j�';-",, CONSTRUCTION BRACING NOTE: 15. 24 GA. LOC-SEAM 360 HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-120, CORPS OF ENGINEERS t r -�,' •lc� �i• �`- q TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSEWORK, CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE ERECTION OPERATION IS TO BE DETERMINED, FURNISHED GUIDE SPECIFICATION 07416 AND HAS BEEN TESTED IN ACCORDANCE WITH ASTM E-1592. ,,�rf,C. AND INSTALLED BY THE ERECTOR. THESE SUPPORTS MUST SECURE THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING,AGAINST LOADS COMPARABLE IN INTENSITY 16. 24 GA. LOC-SEAM MODIFIED WITH 3M-VHB TAPE ,4,4950 MEETS CORPS OF ENGINEERS GUIDE SPECIFICATION 07416. TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED RESULTING FROM WIND AND OR SEISMIC ACTIVITY AND AGAINST THE LOADS RESULTING FROM THE ERECTION OPERATION. 17. MIAMI-DADE COUNTY, FLORIDA ACCEPTANCE NO. 11-0502.09 - 24 GA. STRUCTURAL STEEL 3" X 24`STANDING SEAM 360 18. MIAMI-DADE COUNTY, FLORIDA ACCEPTANCE NO. 11-1214.01 - 22 GA. STRUCTURAL STEEL 3" X 24` STANDING SEAM 360 i('� .'7 _;rc•,s` _ _ ;-''pi 19. MIAMI-DADE COUNTY, FLORIDA ACCEPTANCE N0. 12-0703.10 - 22 GA. STRUCTURAL STEEL 2" X 16` LOC SEAM 360 tt •,� �'f:µ :frn 4 /.1i 20. MIAMI-DADE COUNTY, FLORIDA ACCEPTANCE N0. 11-0624.06 - 24 GA. NON-STRUCTURAL (ARCHITECTURAL) METAL ROOFING 2" X 16` LOC SEAM 360 OVER STEEL DECK. - i t_.•�..3-�.co if Cil i! 21. MIAMI-DADE COUNTY, FLORIDA ACCEPTANCE N0. 17-0912.06 - 24 GA. NON-STRUCTURAL (ARCHITECTURAL) METAL ROOFING '�•�'�•�11� r .� ' 2" X 16' LOC SEAM 360 OVER WOOD DECK _- �•• .- .�t, 22. MIAMI-DADE COUNTY, FLORIDA ACCEPTANCE NO. 08-0827.20 - 24 GA. STRUCTURAL STEEL 1 1/4` X 36" LONG SPAN III 't`v.'i\'.. Q,�`KS ROOF PANEL. 23. MIAMI-DADE COUNTY, FLORIDA ACCEPTANCE N0. 08-0827.22 - 24 GA. STRUCTURAL STEEL 1 7/4` X 36" LONG SPAN III WALL PANEL. 24. MIAMI-DADE COUNTY, FLORIDA ACCEPTANCE NO. 08-0827.21 - 24 GA. STRUCTURAL STEEL 1 1/4" X 36" ARCHITECTURAL III - - WALL PANEL 10/ 25. FLORIDA PRODUCT APPROVAL FOR ROOFING (F7704-R3 AND FL4813-R2), SKYLIGHTS (FL6961-R2 AND FL7709-R2), AND 0 PANEL WALLS (FL705-R3). N0. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK D DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE 1 RELEASED FOR CONSTRUCTION MBS TR 10/13/14 10/13/14 STATUS BUILDER GFI Metol Building Sales (•] FOR CONSTRUCTION DRAWN BY: MBS 9/16/14 ( ] FOR APPROVAL CHECKED BY: AKM -9/l 6/14 CUSTOMER SignWorks ( ] FOR PERMIT ONLY AMERICAN BUILDINGS COMPANY [ ] FOR PRELIMINARY DESIGN APPD BY:ADB 9/16/14 LOCATION Queensbury NY DRAWING. RLv.NQ- caD BY: NUMBER' A14F0323A C-1 BUILDING PARAMETERS CANOPIES LINER PANELS WIDTH:40----- LENGTH:96------SW BAY SPACING:-4-a1_24 OTY PROJECTION / LENGTH / HEIGHT SLOPE SOFFIT TYPE GAGE COLOR LINER TRIM (CAP INCLUDED) _____ LOC HEIGHT / LENGTH PANEL TYPE GAGE COLOR CORNER TRIM COLUMN TRIM TRIM COLOR LEW BAY SPACING:_2_gl 20-___ REV! BAY SPACING:_2 of 20-_-_ FSW ___ _________________________ _____ ________ ____ -------------- LEW -------------------- ---- ---YES ---NO ---YES ---NO---- ------------ ---------------- EAVE HEIGHT (BACK):17_46__--- EAVE HEIGHT (FRONT)j.§------- RSW ___ ______________ FSW _________________________ _____ ________ ____ _____________________ ____ ---- ------------ ___ ______Y S NO ___YES NO ---------------- ROOF SLOPE (BACK): 0_4375:12____ROOF SLOPE (FRONT): ---------- LEW ___ _________________________ _____ -------------- REW ---YES ---NO ---YES ---NO PEAK DISTANCE FROM BACK SIDEWALL: 40___________ REW ___ _________________________ _____ ________ ____ ______________ RSW --------------------- ---- ____ ------------ ___YES ___NO ---YES ___NO ---------------- -------------------- ---- ---- ------------ --- ROOF PANELS EAVE TRIM : ------ TRIM COLOR:-------- DOWNSPOUT ELBOWS ONLY: --- DOWNSPOUT RETURN: --- ROOF ---YES NO ---YES ---NO ---------------- TYPE:_- Fj--_-___ GAGE:24--- COLOR:-ALCT____ OVERHANGS ROOF CURB FRAMING PAINT WARRANTY:NA_______ UL 90 CERTIFICATION:—No.--- OTY PROJECTION / LENGTH SOFFIT TYPE GAGE COLOR -------------- SIZES ARE INSIDE TO INSIDE CURB DIMENSION AS UNDERSTOOD BY THE METAL BUILDING SUPPLIERTHE FOLLOWING NOTES MAY OR MAY NOT PERTAIN TO THIS ___ _____________________ -_-_ DO NOT CUT PURLINS FOR CURB FRAMING UNLESS RELEASED BY A CERTIFIED DESIGN ENGINEER. SPECIFIC JOB BUT ARE NOTEWORTHY PRODUCT CHANGES. FSW MAXIMUM LOAD FOR STANDARD ROOF CURB FRAMING IS 3000'#. RIDGE:STYLE_HIGH 5LDE FLASHING RSW ___ _____________________ ------- ____ ______________ THE MAGNITUDE AND LOCATION OF ALL LOADS SUPPORTED BY ROOF CURBS MUST BE 1. THINK SAFETY! WALL PANELS CLEARLY SPECIFIED IN THE ORDER DOCUMENTS. DOWNSPOUT ELBOWS ONLY: -_-- DOWNSPOUT RETURN: --_ - TYPE:-L3!!--- GAG'c:_?6 COLOR:_WARM WHITE_P70_ WRN: NA_- OTY WIDTH LENGTH SLOPED AT RIDGE Sky Light -TYPE" Legend LEW ___ __------------------ ________ ____ ___ _____ ______ ____ _-__ L1= L3P PKSKL-10.4 BASE ANGLE (GA-2):____—______ REW ___ _____________________ L2= L3P PKSKLU9-10.4 (UL90) BASE CHANNEL:___________ ________ ____ ___ _____ _—___ ____ ____ L3= L3P PKSKU-10.4 - L4= L3P PKSKLIU9-10.4 (UL90) BASE 51= S2P PKSK2-1L TRIM:___________ PARTITIONS ROOF CURBS 52= S2P PKSK2-1R FORMED BASE ANGLE (BA20):_X_____________ OTY ORIENTATION LOCATION START END HEIGHT PANEL TYPE GAGE COLOR QTY OUTSIDE WIDTH OUTSIDE LENGTH MIN. HT. GAGE COLOR S3= S2P PKSK2U-1L (UL90) EAVE TREATMENT --- ---------- ------- ------- _ S4= S2P PKSK2U-1R (UL90) ------- ------- -------------- ----------------- S4= _________ _________ 8 78 55= 53P PKSK3-1L CUTTER:------NL-------FSW-----FT. RSW-----FT. ___ __________ _______ _______ S6= S3P PKSK3-1R _______ _______ ______________ _________________ ___ _________ _________ 18 _______ S7= S3P PKSK3U-1L UL90 _--------- SB= S3P PKSK3U-1R (UL90)end ___ __________ _______ _______ _______ _______ ______________ _______ Wall Light "TYPE Le DOWNSPOUTS:__________________rtFSV!_____nRSW_____ SKYLIGHTS / WALL LIGHTS 9 9 SAVE TRIM:STYLE=SIMPLE LAv_F-TRIM LOW________________ --- ---------- ------- ------- ------- ------- -------------- ----------------- TRANSLUCENT SKYLIGHTS OTY: W7= L3P PKSLLS-4.5 SIDELIGHT W2= A3P PKSLAS-4.5 SIDELIGHT TRIM COLORS FRAMED OPENINGS TRANSLUCENT 4' 5" WALL LIGHTS OIY:_________________________ W3= AVP PKSLVS-5.4 SIDELIGHT RAKE TRIM: DARK_BRON7E= 70_ EAVE:_DARK n(:N7E_P70_ Framed Opening Jamb Wrap Trim Required: None FACADE DOWNSPOUTS:__NLA_______ FRAMED OPENINGS:NIA__________ CLEAR FACIA FACIA FACIA SOFFIT SOFFIT SOFFIT BACK BACK BACK PANEL WALLBAY ID WIDTH HEIGHT --- OFFSET-DT/OT--SILL -BASE ELEV.- REMOVE PANELS TYPE HEIGHT LENGTH PROJECTION ELEVATION PANEL GAGE COLOR PANEL GAGE COLOR PANEL GAGE COLOR CORNER:DARK BRONZE=EZA-_ BASE TRIM:BURNISHED SLAT_____ FSW _--- --------- PRIMER COLO --------------------------------------- FSW ____ ____ ______ ______ _______ _____ _____ ___________ _____ _____ _____________ _____ _____ ___________ R PRIMARY:_RD_______ SECONDARY:__RD__—__ _-------------------------------------_ RSW ROOF FASTENERS --------------------------------------- LE1v - ------- ----- ----- ----------- ----- ----- ------------- ----- ----- ----------- STANDING SEAM II --------------------------------------- REW A #14 X 1 SELF DRILL HEX HEAD B. #14 X 1 SELF DRILL HEX HEAD W/ WASHER --------------------------- ACCESSORY ITEMS ACCESSORY ITEMS ----------------------- STANDING SEAM III A. '#14 X t SELF DRILL HEX HEAD RSW --------------------------------------_ 1 Erection Information B. #14 x t SELF DRILL HEX HEAD W/ WASHER --------------------------------------- LONG SPAN 111 A. #12 X 1 1/4 SELF DRILL HEX HEAD W/ WASHER ——————————————————————————————————————— B. #'14 X 3/4 SELF DRILL HEX HEAD W/ WASHER ——————————————————————————————————————— LOC SEAM A. #14 x t SELF DRILL HEX HEAD w/ WASHER -------------------------------------- B. #'14 x 1 SELF DRILL HEX HEAD W/ WASHER WALL FASTENERS --------------------------------------- LONG SPAN III OR ARCHITECTURAL III LEW --------------------------- ------------ A. #12 X 1 1/4 SELF DRILL HEX HEAD B. ff14 X 3/4 SELF DRILL HEX HEAD --------------------------------------- --------------------------------------- SHADOW PANEL A. #'12 X 1 SELF DRILL HEX HEAD W/ NUT BLANK _-------------------------------------- B. #14 X 3/4 SELF DRILL HEX HEAD --------------------------------------- TRIM --------------------------------------TRIM FASTENERS REW --------------------------------------_ ALL FASTENERS ARE #14 x 3/4 SELF DRILL --------------------------------------- FASTENER --------------------------------------FASTENER NOTE --------------------------------------- A = SHEETING/FLASHING TO STRUCTURAL CONNECTIONS B = SHEETING/FLASHING TO SHEETING/FLASHING CONNECTIONS --------------------------------------- INSULATION BY THE BY METAL BLDG Framed Opening Door Type and Opening Type Schedule f,��ti•"F%� C• ,L(n �;�`l,� NONE OTHERS SUPPLIER THICK TYPEf: COLOR •\" !"�. S1 if '•y ROOF x a 0 - Not DoorTypeOpening Type __-- _ __ ______ _______ D - No Framing SPECIAL NOTES /< -0e < Lf' 9 '` i €{J � ' 1 - Walk Door I - Jamb to Girt ,, [( mfr}. \�, S fi-•!1 WALLS x_ _0 i? - Self Flashing Window 2 - Jamb to Roof RIGID BOARD:____ ROOF:_____ WALLS: } 3 - Standord Window Opening 3 - Jambs Between Girts, Girts Cut E1!r"- +i)1�;��I: VI 7 LiJ Zi ---- BEARING PLATE:---- 4 - Overhead Door4 - Open Bay THERMAL BLOCK:-__ BY OTHERS:--- 5 - Inside Roll Up Door 5 - Added Girt 6 - Outside Roll UP Door 6 - Strip ,Com;.}t _'�::.T:O�s`✓ �•5.' Window ,a BY THE METAL BUILDING SUPPLIER: ___(1"THICK ONLY) 7 - Louver 7 - Jambs Between Girts, No Girts Cut B - Overhead Door Blocking �.� PANEL CLIP : 2_25 (FOR S2P/S3P 2.25 =SHORT 3.63=TALL W/T BLOCKS) 9 - Inside Mounted Door Blocking `.,,•�l� .,`- - �u_�,,.�\�'; ,j" SPACER STRIP :----- (FOR LOC SEAM WITHOUT INSULATION) 10 - Outside Mounted Door Blocking 11 - Window Blocking MISCELLANEOUS MATERIALC. 12 l2 - Sliding Door, Center (2) FJ15B-10'4 ------- 13 -,-. 13 - Sliding Door, Right 14 - Sliding Door, Left (1) FDH2-10'6 !o/131/7 15 - Window Blocking with Diagonal Rods MADE CKD DATE ENGR DATE NO. REVISIONS MADE CKD DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE 1 RELEASED FOR CONSTRUCTION MBS TR 10/13/14 10/13/14 STATUS BUILDER GFI Metal Building Soles [•] FOR CONSTRUCTION DRAWN BY: MBS 9/16/14 ?i%5" [ ] FOR APPROVAL CHECKED BYAKM 9 16 14 CUSTOMER SignWorks : [ J FOR PERMIT ONLY / / AMERICAN BUILDINGS COMPANY [ ] FOR PRELIMINARY DESIGN APPD BY:ADB 9/16/14 LOCATION Queensbury NY DRAWING. REV.NO. CAD BY:I NUMBER* A14FO323A C-2 1 0 1 96'-0" OUT—TO—OUT OF STEEL 5 High Eave 2 3 24'-0" 24'—D" 24'-0"—0 24'-0" 23'-0„ 23'-0" 1'-0' to C Do � n 0 0 � -20 0 D D 00 C 01 � U I O � Ea I I X m W W In O O ~ N C= OI B 0 0 E I A 6 1, 00 , '�\Vv b ;J.�� `�+`•`. CV ..,1®/`31/ -TOO oB D D D B TT 00 oa A co X—Bracing q v—D„ 23'-0" co 23'-0" 24'-0" 24'-0" 24'-0" 24'-0" 1 2 3 4 S Low Eave ANCHOR BOLT PLAN NOTE: All Base Plates @ 100'-0" (U.N.) v0. REVISIONS MADE CK'D DATE ENGRI DATE N0. REVISIONS MADE CK D DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE STATUS [•] FOR CONSTRUCTION DRAWN BY: MBS 9/16/14 BUILDER :GFI Metol Building $OIeS [ ] FOR APPROVAL CHECKED BY: AKM 9/16/14 CUSTOMER $i nWorks [ FOR PERMIT ONLY : 9 ( ] FOR PRELIMINARY DESIGN APPD BY: ADB 9/16/14LOCATION AMERICAN BUILDINGS :Queensbury NY A14F0323A DRAWING. REv.NO. caD eY: NUMBER' AB-1 D Dio= 3/4" Dia= 3/4" 8" � 3. � Dio= 3/4" Dio= 3/4" 6„ ���cw I I w � --� o ---I--- ---I--- I 0 i 0 a 0i0 Oi0 plp �3" I 3,• 0') 3„ 0 i 0 DO 010 DO 0 0 0 : 0 L__J 3 1/2" i_ 3 1/2" I 3 1/2" i 3 1/2" wj 1 1/2" 1 1/2 '8 1 1/2" 1 1/2 '8 1 1/2" 1 1/2' 1 1/2"Uj 1 1/2'8 EW SW SW SW See Plan 1 —0 1 —0 See Plan -DETAIL A DETAIL B DETAIL C DETAIL D 5'� 'GENERAL NOTES ` gin, 13 ti: !� . r -11r NOTE: ALL ANCHOR BOLTS SHALL HAVE A THREE INCH PROJECTION (UNLESS NOTED) ABOVE THE BOTTOM OF THE BASE �34g�2 '•�L,f PLATES,EXCEPT HALF INCH DIAMETER BOLTS LOCATED AT DOORS WHICH SHALL HAVE A PROJECTION OF ONE INCH. `� ;� `•v �.. :,,. ALL BOLTS SHALL HAVE A MINIMUM THREAD LENGTH OF ONE QUARTER INCH LESS THAN THE PROJECTION. THE PROJECTIONS SPECIFIED PROVIDE FOR A SINGLE BASE PLATE THICKNESS AND APPLICATION OF ONE THREE SIXTEENTH INCH WASHER AND ONE HEAVY HEX NUT. IN THE INSTALLED POSITION, THE TOP OF THE ANCHOR BOLT MUST BE FLUSH WITH OR ABOVE THE TOP OF THE NUT.ADDITIONAL PROJECTION LENGTH MUST BE CONSIDERED AND 101811f PROVIDED FOR ITEMS SUCH AS GROUT, DOUBLE NUTS, PLATE WASHERS, LEVELING PLATES, ECT.,THAT MAY BE !! SPECIFIED BY OTHERS. PROJECTION THREADS SHOULD BE GREASED OR OTHERWISE PROTECTED FROM CORROSION. NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CKD DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE STATUS [•] FOR CONSTRUCTION DRAWN BY: MBS 9/16/14 BUILDER :GFI Metol Building Soles [ ] FOR APPROVAL CHECKED BY:AKM 9/36/14 CUSTOMER Si nWorks - [ ] FOR PERMIT ONLYg rA.E"R1. ..I1DIN.S [ ] FOR PRELIMINARY DESIGN APPD BY: ADB 9/16/14 LOCATION :Queensbury NY DRAWING. REV.NO. CAD �= NUMBER' A74F0323A AB-2 0 NOTES FOR REACTIONS ENDWALL COLUMN: BASIC COLUMN REACTIONS (k ) FRAME LINES: 2 3 4 Wind n Building reactions are based on Frm Col Dead Collat Live Snow Wind_Lefit Wind_Rightl Wind_Left2 Wind_Right2 Press Y COLUMN LINE the following building data: Line Line Vert Vert Vert Vert Harz Vert Harz Vert Harz Vert Horz Vert Harz Width (ft) = 40.0 1 C 0.7 0.0 1.9 4.0 1.7 -2.4 0.0 -0.4 1.7 -2.4 0.0 0.0 0.0 Length (ft) = 96.0 1 B 1.2 0.2 5.8 12.2 0.0 -1.9 1.4 -5.8 0.0 -1.9 1.9 -6.3 -2.4 Eove Height (ft) = 17.5/ 16.0 1 A 0.5 0.0 1.9 4.0 0.0 -1.1 O.0 -1.5 0.0 -1.1 0.0 -1.5 0.0 Roof Slope rise/12 ) = 0.4 Dead Load tpsf ) = 2.6 Wind Wind Collateral Load psf = 0.5 FrmCol Suct Wind_Longl Long2 Seis-Left Seis_Right -MIN-SNOW--E1PAT_SL_1- Roof Live Lood sf 3 = 20.0 Line Line Harz Harz Vert * Vert Harz Vert Harz Vert Harz Vert Harz Vert Frame Live Lood(psf ) = 12.0 1 C 0.0 0.2 -1.5 -0.2 0.9 -0.8 0.0 0.7 0.0 1.6 0.0 2.3 Snow Load ( sf ) = 40.3 1 B 2,6 0.0 -3.8 -0.4 0.0 0.8 0.9 -0.7 0.0 4.9 0.0 3.1 Wind Speed (mph ) = 90.0 1 A 0.0 0.0 -1.3 -0.1 0.0 0.0 0.0 0.0 0.0 1.6 0.0 -0.3 Wind Code = NYBC 10 (IEC 06) Exposure = B Closed/Open P Frm Col E1PAT-SL-2- E1PAT_LL_1- E1PAT_LL_2- -LWIND7_L-- -LWINDI_R-- -LWIND2-L-- -LWIND2_R-- = Importance Wind = 0.87 Line Line Harz Vert Harz Vert Harz Vert Horz Vert Harz Vert Harz Vert Harz Vert Importance Seismic = 1.00 1 C 0.0 -0.3 0.0 2.2 0.0 -0.3 0.0 -0.3 0.0 0.0 0.0 -0.3 0.0 0.0 Seismic Design Cateory = C 1 B 0.0 3.1 0.0 2.9 0.0 2.9 0.0 -0.1 0.0 -0.1 0.0 -0.1 0.0 -0.1 Seismic Coeff (Fo*Ss = 0.54 1 A 0.0 2.3 0.0 -0.3 0.0 2.2 0.0 0.0 0.0 -0.3 0.0 0.0 0.0 -0.3 H H ID Description Wind Frm Frm Col Dead Collot Live Snow Wind-Leftl Wind_Rightt Wind-Left2 Wind_Right2 Press IV V - Line Line Vert Vert Vert Vert Harz Vert Harz Vert Harz Vert Harz Vert Harz 1 Dead+Calla terol+Snow+Slide-Snow 5 A 0.5 0.0 1.9 4.0 1.4 -2.6 0.0 0.2 1.9 -3.0 0.0 0.2 0.0 2 0.6Deod+Wind_Left2 5 B 1.2 0.2 5.8 12.2 0.0 -3.7 1.7 -4.5 0.0 -3.3 1.7 -4.5 -2.4 RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES 3 0.6Deod+Wind_Right2 5 C 0.7 0.0 1.9 4.0 0.0 -1.5 0.0 -1.1 0.0 -1.5 0.0 -1.1 0.0 4 0.6Dead+Wind_Long1+LWINDl_L2E Column Reactions (k ) 5 0.6Deod+Wind-Long1+LWINDI_R2E Wind Wind Frm Col Load Hmox V Load Hmin V Anc._Bolt Bose_Plate (in) Grout 6 0.6Deod+Wind_Left2+Wind-Pressure Frm Col Suct Wind-Longi Lon92 Seis_Left Seis-Right -MIN_SNOW--E2PAT_SL_7- Line Line ID H Vmax ID H Vmin Qty Dia Width Length Thick (in) 7 0.6Deod+Wind_Right2+Wind-Suction Line Line Horz Horz Vert Vert Horz Vert Horz Vert Harz Vert Harz Vert - _ 8 0.6Dead+Win d_Right2+Win d_Pressure 5 A 0.0 0.0 -1.1 -0.1 0.9 -0.7 0.0 0.7 0.0 1.6 0.0 2.3 6 2 -2.8 1.1 4 0.750 6.000 9.000 0.375 0.05 21. 2* C 1 8. 9 0.6Deod+Wind_Left1+Wind-Pressure 5 B 2.6 0.2 -4.2 -0.5 0.0 0.7 0.9 -0.7 0.0 4.8 0.0 3.0 5 C 0.0 0.0 -1.3 -0.1 0.0 0.0 0.0 0.0 0.0 1.6 0.0 -0.3 4 -1.8 -7.1 ANCHOR BOLT SUMMARY 2* A 3 3.8 -0.5 1 -8.5 21.3 4 0.750 6.000 9.000 0.375 0.0 Frm Col E2PAT_SL_2- E2PAT-LL-1- E2PAT_LL_2- -LWINDI-L-- -LWINDI_R-- -LWIND2_L-- -LWIND2_R-- 1 -8.5 21.3 5 -1.2 -6.7 Line Line Harz Vert Harz Vert Horz Vert Harz Vert Harz Vert Harz Vert Harz Vert 2* Frame lines: 2 3 4 Dia 5 A 0.0 -0.3 0.0 2.2 0.0 -0.3 0.0 -0.3 0.0 0.0 0.0 -0.3 0.0 0.0 Qty Locate (in) Type 5 B 0.0 3.0 0.0 2.9 0.0 2.9 0.0 -0.1 0.0 -0.1 0.0 -0.1 0.0 -0.1 RIGID FRAME: BASIC COLUMN REACTIONS 5 C 0.0 2.3 0.0 -0.3 0.0 2.2 0.0 0.0 0.0 -0.3 0.0 0.0 0.0 -0.3 (k ) O 24 Endwall 3/4" A36 Frame Column -----Deod-----Colloterol- -----Live---------Snow-----Wind-Leftl- -Wind-Rightl- O 24 Frame 3/4" A36 ENDWALL COLUMN: ANCHOR BOLTS & BASE PLATES Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 2 C 0.6 1.9 0.1 0.2 2.3 5.8 7.7 19.4 -2.7 -5.7 0.9 -5.5 BUILDING BRACING REACTIONS Frm Col Anc._Bolt Base-Plate (in) Grout 2* A -0.6 1.8 -0.1 0.2 -2.3 5.7 -7.7 19.3 -1.5 -3.8 3.3 -7.3 Line Line Qty Dia Width Length Thick (in) Frame Column --Wind - -Wind-Right2- --Wind-Longl- --Wind-Long2- -Seismic-Left Seismic-Right ± Reactions (k ) Ponel-Sheor Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert -Wall - Col -Wind - -Seismic - (Ib/ft) 1 C 4 0.750 6.000 8.500 0.375 0.0 2* C -3.2 0.0 0.1 0.1 -2.1 -7.6 0.8 0.4 -0.8 -0.6 0.8 0.6 Loc Line Line Harz Vert Harz Vert Wind Seis 1 B 4 0.750 8.000 12.25 0.375 0.0 2* A -1.0 1.9 4.1 -1.6 -0.8 -7.1 1.9 -3.7 -0.8 0.6 0.8 -0.6 L_EW 1 C,B 1.9 1.6 0.9 0.7 1 A 4 0.750 6.000 8.250 0.375 0.0 Frame Column -Seismic-Long -MIN_SNOW-- LWINDI_L2E- LWINDI_R2E- LWIND2-L2E- LWIND2-R2E- 6 F_SW A 2,3 3.3 1.9 6.6 3.8 5 A 4 0.750 6.000 8.250 0.375 0.0 Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert R_EW 5 Torsional B1.9 1.5racing Used 5 C 4 0.750 6.000 8.500 0.375 0.0 0.7 5 B 4 0.750 8.000 12"25 0.375 0.0 2* C -2.6 -2.2 3.0 7.7 -0.1 -0.7 -0.1 -0.1 -0.1 -0.7 -0.1 -0.1 B_SW C Tor2* A -2.9 -1.6 -3.1 7.7 0.0 0.0 0.1 -0.7 0.0 0.0 0.1 -0.7 2* Frame lines: 2 3 4 �✓+,,. UJ ` ,ter <f' J^'�i cava ,? ' 0�.;� .. NO. REVISIONS MADE CK_'D DATE ENGR DATE NO. REVISIONS MADE_'CK­D DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE 9 STATUS [•] FOR CONSTRUCTION DRAWN BY: MBS 9/16/14 BUILDER :GFI Metal Building Soles [ ] FOR APPROVAL CHECKED BY:AKM 9/16/14 CUSTOMER Si nWOrks [ ] FOR PERMIT ONLY 9 AMERICAN / BUILDINGS [ ] FOR PRELIMINARY DESIGN APPD BY;ADB 9/16/14 LOCATION :Queensbury NY DRAWING. REV.NO. CAD BY: NUMBER' A14F0323A AB-3 0 SPLICE BOLT TABLE MEMBER TABLE Qty Mork Web Depth Web Plate Outside Flange Inside Flange Mark Top Bot Int Type Dia Length Start End Thick Len Q th W x Thk x Len th W x Thk x Len th RF1-1 8.0 24.0 0.135 14'-2 7 16 6 x 1 4 x 16 -7 6 6 x 1 2 x 14'-3 1 8 SP-1 4 4 0 A325 0.750 2.00 24.0/24.0 0.219 2'-4 5 8" 6 x 1/4" x 2'-0 1/41 " RFI-2 24.0/15.0 0.188 7'-2 11/16" 5 x 1/4 x 34'-5 3/4" 5 x 1/4" x 7'-2 1/4" 15.0/15.0 0.135 20'-0" 5 x 1/4" x 20'-0" OFLANGE BRACES: Both Sides(U.N.) 15.0/24.0 0.188 7'-3 15/16" 5 x 1/4 x 7'-4 3/8" FBxx6(1) RF1-3 24.0/24.0 0.188 2'-3 11/16" 5 x 1/4; x 2'-0 1/4" 5 x 5/16' x 13'-0 1/8 A - L2X2X125 24.0 8.0 0.135 12'-11 5 16 5 x 1 4 x 15 -2 3 16" CONNECTION PLATES 24 Go. S2P, ALCT OID Ot Mork Part 40'-3 3 8" 1 5 CL-13 3 1 I� 40'-0 S 16" 3/8" it 7/16„ FB7A 1) � FB4A 1) 12 ----------------°'�---- II i ---- ------- _ DF8a3A 1) - FB3A 1)------^ ---- - FB6A -----------�------- RFSOAA ----------- 1) ------ R171- V) -----RF1-V) 2 I I _ I I I I I � I I N FSI I I I I I I - I I N I I r I I I c l I O + < I I � �Q OI I m � I —j + r7 I ti LLJ I I IW I I �T U I I I I I I I I LID I I I I I I I I I I I I I I I I I I 8„ I- I2'-0 3/4" 34'-6 11/16" �✓ Or CLEAR +/- I :'G;NG C. 40'-0" OUT-TO-OUT OF STEEL RIGID FRAME ELEVATION: FRAME LINE 2 3 4 NO. REVISIONS MADE CK'D DATE ENGR DATE N0. REwSIONS MADE CK'D DATE ENGR I DATE DRAWING SUBMITTAL SCALE: NONE DATE 7 RELEASED FOR CONSTRUCTION MBS TR 10/13/74 f 70/73/74 STATUS [•J FOR CONSTRUCTION DRAWN BY: MBS 9/16/14 BUILDER :GFI Metol Building $OILS [ ] FOR APPROVAL CHECKED BY: AKM 9/16/14 CUSTOMER Si nWorks ". .UILMN.S FOR PERMIT ONLY g � AM [ ] FOR PRELIMINARY DESIGN APPD BY;ADB 9/16/14 LOCATION :Queensbury NY DRAWING. REV.NO. CAD BY: NUMBER' A14F0323A E-07 D MEMBER TABLE ROOF PLAN QUAN MARK PART LENGTH 8 P-1 95Z13— 26'-6" 6 P-2 95Z14— 28'-0" 8 P-3 95Z14— 28'-0" 8 P-4 95Z13— 26'-6" 2 P-5 95Z13— 28'-0" 1 E-1 1E95S3— 23'-11 1/2" 2 E-2 1E95S3— 23'-11 1/2" 1 E-3 1E95S3— 23'-11 1/2" 1 E-4 1H95S3— 23'-11 1/2" 2 E-5 1H95S1— 23'-11 1/2" 15 High Eove 1 E-6 1H95S3— 23'-11 1/2" 96'-0" OUT-TO-OUT OF STEEL 28 SI-1 CBA- 4'-7 9/16" 2 3 4 4 SE-1 60C16- 3'-11 3/8" 24'-0" 24'-0" 24'-0" 24 4 SH-1 60C16— 3'-11 3/8 _0 C•• 4 CB-5 I BR5— 31'-0' CONNECTION PLATES 03 ROOF PLAN C E-6 RF1-1 E-5 RF1-1 E-5 RF1-1 E-4 M[Dj QUAN I MARK PART EC-1 �\ �� C_6 1 11 CL-13 SH-1 SH-1 � i SH-1 SH-1 p-I(TYP) �� P-2(TYP) �� P-3(TYP) I P-4(T i SI-1 SI-1 G, � � i SI-1I SI-ll U) ER-1 n t �� i� � ,Q ER-4 N elf x � CDCD SI-1 SI-1I ��� ��\ SI-1I SI-1I I bi USI-1 SI-1I ❑ �i� S SI-1I SI-1 l C) � i P-5 EC-2 SI-1 SI-1 / \ SI-1 SI-1 Ll E -5 �' rZQ-2 �� RFI-2 RF1-2 o P-5 SI-1 SI-1) \�� ��� SI-1I SI-1I SI-1 SI-1 \�� ��� SI-1 SI-1 ER-2 , �x� ,p I I ER-3 o SI-1 SI-1 'i SI-1 SI-1I , 0 SE-1 SE-1 SE-ll SE-1I q C-3 C-4 E-1 RF1-3 E-2 RFI-3 E-2 RF1-3 E-3 PURLIN LAP 2 6-12•_6- 1-6 17-6" -6-12'-6„ Low Eove ROOF FRAMING PLAN OFC. fir— �~�;�'��SSS �d�• • s NO. REv1510NS MADE CK'D DATE ENGRI DATE N0. REVISIONSMADE CKD DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE 1 RELEASED FOR CONSTRUCTION MBS TR 10/13/14 10/13/14 STATUS BUILDER :GFI Metol Buildin Soles [•] FOR CONSTRUCTION DRAWN BY: MBS 9/16/14 g [ ] FOR APPROVAL FOR PERMIT ONLY CHECKED BY: AKM 9/16/14 CUSTOMER :SignWorks [ ] rAM"ERI.N . [ ] FOR PRELIMINARY DESIGN APPD BY: ADB 9/16/14 LOCATION ;Queensbury NY DRAWING, REV.NO. CAD BY: NUMBER' A14FO323A E-02 I TRIM TABLE FRAME LINE C OID QUAN PART LENGTH 1 7 THS1 15'-2" 2 7 FJ.2 15'-2" 3 7 MEC2 15'-2" 5 1 THCSILU 1'-2" 6 1 THESIL 10 1/4" 7 1 THCSIRU 1'-2' 8 1 THESIR 10 1 4" 1rj E 96'-0"OUT—TO—OUT OF STEEL High ove 2 3 24'-0" 24'-0" 24'-0" 24'-0" 5 6 1 2 3 ❑ I 7 8 C I I I I I 1 I I I I I I I 1 I I I I I I I I I I I I I I I N I O I w I I v I I 0 U_ I I I l [If I CD I p N I � I I 0 I m I O I 1 I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I - ^— I Lo A — — -- -- ---- -- — -- -- — -- �'�~ JC?" S\ ---- -- ---- -- ---- ��^ �� a 14'-6" TYP y s Low Eove I.r! ; +LI C3 PANEL jfi s� PANEL SHADED AREAS REQUIRE ROOF SHEETING PLAN `� ;"®�-�o. �L' SEAM- CLAMPS (RSC) SEE PANELS: 24 Go. S2P — ALCT SED-010 FOR DETAILS NO. REVISIONS MADE CKD DATE ENGR DATE NO, REVISIONS MADE CK-D I DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE 1 RELEASED FOR CONSTRUCTION MBS TR 10/13/14 0/13/14 STATUS (�] FOR CONSTRUCTION BUILDER :GFI Metal Building Soles DRAWN BY; MBS 9/16/14 [ ) FOR APPROVAL CHECKED BY: AKM 9/16/14 CUSTOMER Si nWorks FOR PERMIT ONLY � g [ ) r."IRI. B.ILDN.S ( ] FOR PRELIMINARY DESIGN APPO BY: ADB 9/16/14 LOCATION :Queensbury NY DRAWING. REV.NO. CAD BY: NUMBER' A74F0323A E-03 TRIM TABLE C 40'-0" OUT-TO-OUT OF STEEL A FRAME LINE 1 OID QUAN PART LENGTH B 1 1 FJ15B-84 8'-4 20'-0" 20'-0" 7/16"h�, 2 1 FJ1513104 10'-4" 12 3 2 GA-1 20'-2" 4 1.25 FCRA2 15'-2" FB1A Gq_t�RSAI I FB1A Bs —F9 FB1A A3 E 15 3 TR1 15'-2" 2 za ------ --ER-1 FB1A 6 3 RSFI 15'-2" N I ------ 7 1 TRECL 8 1/8" BRCP5 3❑ --- 8 1 TRECR 1 8 1 8 m BOLT TABLE FRAME LINE 1 U'' LOCATION QUAN TYPE DIA LENGTH G_t G-2 21 Cor_Column Rof 4 A325T 1/2­ 2 ED IT) ER-1/ER-2 8 A325T 1/2" 2" ` I1 EC-2/ER-1 4 A325T 1 2" 2" I � MEMBER TABLE I `N FB2 78 I o FRAME LINE 1 ;. G-1 G-2 2 I QUAN MARK PART LENGTH 1p ® cD 1 EC-1 W8X18 16'-8 1 EC-2 12cl3- 14'-11 7 16" I 1 EC-3 W8X10 15'-3 1/16" 1 ER-1 W12X14 20'-4 3/8 LD g, LO 1 ER-2 W12X14 17'-0 3/8" 2 G-1 8OZ16- 21'-0" 2 G-2 8OZ16- 20'-3" I `� 03 I 1 CB-1 BR5- 22'-4" BRCPS BA-20 — T' i 1 CB-2 BR5- 22'-7" L ----------------------------- ------------------------------H� FLANGE BRACE TABLE H FRAME LINE 1 EC-1 EC-2 � EC-3 GIRTOID QUAN I MARK I LENGTH LAPS 1-D'1•_o 1 4 1 FB1 A 11'-9 3 8 2 1 FB2A 1'-9 1 2" ENDWALL FRAMING: FRAME LINE 1 CONNECTION PLATES FRAME LINE 1 DID QUAN MARK PART Q 1 2 cci 2 2 CL-2 3 1 CL-13 Q 7/16 122 4 2 CL-4 p s s I I I I I I I 3 I I 2 \ \ \ \ `r co CO d I DO N UD 0 rl5s(lam-J+ � ,.!2;y/��1{,y A '�`32 t:�:•Sys ENDWALL SHEETING & TRIM: FRAME LINE 1 ST PANELS: 26 Go. A3P - WARM WHITE-P70 [tD/y3^/lam I i NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'DI DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE 1 RELEASED FOR CONSTRUCTION MBS TR 10/13/14 1 1013/14 STATUS BUILDER :GFI Metol Building Soles [•] FOR CONSTRUCTION DRAWN BY: MBS 9/16/14 [ ] FOR APPROVAL FOR PERMIT ONLY gOrCHECKED BY: AKM 9/16/14 CUSTOMER Si nWks / [ ] AMERICAN ';I BUILpINGS [ ] FOR PRELIMINARY DESIGN APPD BY: ADB 9/16/14 LOCATION :Queensbury NY DRAWING. REv.NO. CAD BY: NUMBER' A14F0323A E-04 1 TRIM TABLE A 40'-0" OUT—TO—OUT OF STEEL FRAME LINE 5 OID QUAN PART LENGTH B�( 20'-0" 1 2 GA-1 20'—2 7/16" 20'-0" 2 1.25 FCRA2 15'-2" 12 3 1 FJ15B-84 8'-4" A3 -----2a 4 1 FJ15B104 10'-4" ER-3 F9 ER-4 FB1A FB1A I FB1A 85 F61A I 5 3 TR1 15'-2" _ _ ------ ------ 6 3 RSF1 15'-2" GA=1/RSA1 — -- ---- 7 1 TRECL 8 1/8" ------ I N 3 8 1 1 TRECR 1 8 1/8 I _ BRCPS i a, BOLT TABLE I I FRAME LINE 5 u') LOCATION QUAN TYPE DIA LENGTH Iz G-3 ,' G-4 I Cor-Column Rof 4 A325T 1/2'* 2 10 I ER-3/ER-4 8 A325T 1/2" 2" N i `�\\ , I _ N EC-5 ER-4 4 A325T 1/2" 2" N MEMBER TABLE I 62A in FRAME LINE 5 G-3 G-4 ^ QUAN MARK PART LENGTH ® ' I 1 EC-4 W8X10 15'-3 1/16" 1 EC-5 12c13- 14 -11 7/16" I I 1 EC-6 w8X18 16'-8" 1 ER-3 W12X14 17'-0 3/8" LD 1 ER-4 W12X14 20'-4 3/8" 2 G-3 80Z16- 20'-3' 2 G-4 80Z16- 21'-0" BRCP5 \`� 03 1 CB-1 BR5- 22'-4" T�I 1 CB-3 BR5- 21'-9"BA-20 I �H -------------------------------Hjj -------------------- --------- -z� FLANGE BRACE TABLE EC-4 EC-5 EC-6 FRAME LINE 5 GIRTVIDI QUANI MARK ILENGTH LAPS 7 D',_D 1 4 1 FBI A 11:-9 3/8" 2 1 FB2A 1'-9 1 2" ENDWALL FRAMING: FRAME LINE S CONNECTION PLATES FRAME LINE 5 Q ❑ID QUAN MARK PART C 1 2 CC1 2 2 CL-2 7/16" 0 3 1 CL-13 12 5 B 4 2 CL-4 O I I I I I I I I I 4 co Do 00 DO g I _ 00 co U-) CIO3 I 7 M to Lo i N M 1 f;r'....- .. •.,��. or I0 10 C0 LO COLo C. 9 �. � '4 1 s ---- ---- ---- `4✓ �,G`�,r ENDWALL SHEETING & TRIM: FRAME LINE 5 PANELS: 26 Go. A3P — WARM WHITE—P70 N13/1� NO. REVISIONS MADE CKD DATE ENGR DATE NO. REVISIONS MADE CK'D I DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE 1 RELEASED FOR CONSTRUCTION MBS TR 10/13/14 70/73/74 STATUS BUILDER :GFI Metol Building Soles [ ] FOR CONSTRUCTION DRAWN BY: MBS 9/16/14 [ 1 FOR APPROVAL EDESIGN ED BY: AKM 9 16 14 CUSTOMER Si nWorks r/ [ ] FOR PERMIT ONLY / / g (.ERICA.�..1L.INj.S [ ] FOR PRELIMINARY APPD BY: ADB 9/16/14 LOCATION :Queensbury NY DRAWING_ REV.NO. CAD BY: NUMBER' A14FO323A E-05 1 TRIM TABLE FRAME LINE A OID OILPART LENGTH 1 1 7 1 TFEC1 1 15 -2 MEMBER TABLE FRAME LINE A 1 96'-0" OUT-TO-OUT OF STEEL 5 QUAN MARK PART LENGTH 1 E-1 1E95S3- 2S-11 1 2 3 4 2 E-2 1E95S3- 23'-11 1/2" 24'-0" 24'-0" 24'-0" 24'-0" 1 E-3 1 E95S3- 23'-11 1/2" 1 G-5 8OZ15- 25'-0" 1 G-6 80Z16- 25'-0" 4 E-1 J6 E-2 E-2 E_3 '° 4 G-7 80Z16- 26'-0" 1 G-9 80Z16- 25-0" 2 CB-4 BR5- 28'-7" G-6 G-7 G-7 G-9 - I N I I I I I I - G-5 G-7 G-7 G-8 I I I I I � I I I 43 I BA-20 Q L — ---------- T7 I I I — I EC-3 RF1-3 RFI-3 RFI-3 EC-4 GIRT t 4-1--o- +_ 1. D.. 1. D.. LAPS t—O" +1.0.. SIDEWALL FRAMING: FRAME LINE A T Y 0 ----------------------------------------------------------------------------------- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SIDEWALL SHEETING & TRIM FRAM E LINE A PANELS: 26 Go. A3P — WARM WHITE—P70 ir�j G v NO. REVISIONS MADE CK'D DATE ENGR DATE N0. REVISIONS MADE CK'D DATE ENG DATE DRAWING SUBMITTAL SCALE: NONE DATE 7 RELEASED FOR CONSTRUCTION MBS TR 10/13/14 10/73/14 STATUS [•J FOR CONSTRUCTION DRAV7N BY: MBS 9/16/14 BUILDER :GFI Metol Building Sales [ J FOR APPROVAL CHECKED BY: AKM 9/16/14 CUSTOMER $i nWOfkS f/ [ ] FOR PERMIT ONLY g AMERICAN I BUILDINGS [ ] FOR PRELIMINARY DESIGN APPD BY: ADB 9/16/14 LOCATION :Queensbury NY DRAWING_ REV.NO. CAD BY: NUMBER' A14F0323A E-06 t BOLTED JOINTS: BOLTED JOINTS SHALL BE CONNECTED AND INSPECTED IN ACCORDANCE WITH THE ASTM A325 BOLT PRETENSION SCHEDULE .A. TYPICAL CONNECTION AT GAPS 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS", JUNE 30, 2004, RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS. UNLESS NOTED OTHERWISE ON THE ABC BOLT SPECIFIED MINIMUM BOLT NUT OR HEAD ROTATION FROM A325T BOLTS(TYP.) ERECTION DRAWINGS, ALL A325 BOLTS ARE USED IN CONNECTIONS DEFINED AS SNUG-TIGHT DIA- PRETENSION SNUG-TIGHT CONDITION See Drawing (SEE CROSS SECTION FOR BOLT GAGE JOINTS (ST). FOR INSTALLATION IN SNUG-TIGHT JOINTS, ALL BOLT HOLES SHALL BE ALIGNED tlb L <4 4tl <L <B Purlin SIZE AND QUANTITY) TO PERMIT INSERTION OF THE BOLTS WITHOUT UNDUE DAMAGE TO THE THREADS. BOLTS b- tlb b b-tlb SPLICE SHALL BE IN ALL HOLES WITH NUTS THREADED BEFORE COMPACTING THE JOINT TO THE 1/2'0 12 KIPS PLATE SNUG-TIGHT POSITION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID PART OF THE 3/4"0 28 KIPS �il A325T BOLT(S) JOINT. THE SNUG TIGHT CONDITION IS THE TIGHTNESS THAT IS ATTAINED WITH A FEW IMPACTS 1/3 TURN 1/2 TURN OF AN IMPACT WRENCH OR THE FULL EFFORT OF AN IRONWORKER USING AN ORDINARY SPUD 7/8 0 39 KIPS HAUNCH SPLICE---_ HAUIJCH SPLICE i (TYPICAL) WRENCH 50 THAT THE CONNECTED PLIES ARE SOLIDLY SEATED AGAINST EACH OTHER, BUT 1-0 51 KIPS PLATE(COLUMN) PLATE(RAFTER) NOT NECESSARILY IN CONTINUOUS CONTACT. MORE THAN ONE CYCLE THROUGH THE BOLT (Lb= LENGTH OF BOLT) Ii R 1'MIN.x E x T PATTERN MAY BE REQUIRED TO ACHIEVE THE SNUG-TIGHT CONDITION. 2) 1�2��v x 1 14�� 2'MIN. r (BOTH SIDES) CONNECTIONS WITH A325 BOLTS WHICH ARE DEFINED AS PRETENSIONED PT OR SLIP-CRITICAL INSPECTION: I'MIN. / ( ) A325 BOIts 1-11VIAIN. VARIES P2'z TxW (SC) JOINTS WILL N NOTED WITH SUCH ON THE ABC DRAWINGS TE SI THE ENGINEER OF INSPECTION REQUIREMENTS FOR SNUG-TIGHT JOINTS CONSISTS OF VERIFICATION THAT 1-114'I,11N. 2.MIN. RECORD. ALL CONNECTIONS WITH A490 BOLTS ARE EITHER PRETENSIONED (PT) OR THE PROPER FASTENER COMPONENTS WERE USED AND THAT THE CONNECTED ELEMENTS VARIES 1'MIN. - t'MIN. SLIP-CRITICAL (SC) JOINTS. PRETENSIONED JOINTS ARE TYPICALLY REQUIRED WHEN THE JOINT WERE FABRICATED PROPERLY. AFTER ASSEMBLY, IT SHALL BE VISUALLY ENSURED THAT R.F.COLUMN VARIES P VARIESxTxW VARIES IS SUBJECT TO SIGNIFICANT LOAD REVERSAL, THE JOINT IS SUBJECT TO FATIGUE LOAD WITH NO THE PLIES ARE SOLIDLY SEATED AGAINST EACH OTHER, BUT NOT NECESSARILY IN LOAD REVERSAL, THE BOLTS ARE SUBJECT TO TENSILE FATIGUE, THE BUILDING SUPPORTS A CRANE CONTINUOUS CONTACT, AND THAT WASHERS, IF REQUIRED. HAVE BEEN USED. I - 1'MIN. NO FURTHER EVIDENCE OF CONFORMITY IS REQUIRED. 4-� 1�2��u X 1 1/4„ F-T>11S' VARIES OF OVER 5-TON CAPACITY, OR THE CONNECTION IS PART OF THE SEISMIC LOAD RESISTING SYSTEM 1 E--F I-1I- AND THE AISC SEISMIC PROVISIONS (PISS 3MO ARE APPLICABLE. THE SEISMIC PROVISIONS ARE FOR TURN-OF-NUT PRETENSIONING, IN ADDITION TO THE INSPECTION REQUIREMENTS A325 Bolts f� APPLICABLE WHEN THE SEISMIC RESPONSE MODIFICATION COEFFICIENT, I IS TAKEN GREATER THAN 3 FOR SNUG-TIGHT JOINTS, THE INSPECTOR SHALL OBSERVE THE PRE-INSTALLATION NOTE THAT LOADINGS FROM WIND OR SNOW ARE NOT CONSIDERED SIGNIFICANT LOAD REVERSAL VERIFICATION TESTING AND MONITOR THE WORK IN PROGRESS TO ENSURE THAT THE Endwoll RDfter OR FATIGUE LOADINGS. SLIP CRITICAL JOINTS ARE REQUIRED WHEN SLIP IS DETERMINED TO BOLTING CREW PROPERLY ROTATES THE TURNED ELEMENT BY THE AMOUNT SPECIFIED (Shape Varies) 'A' SECTION'A'-'A' BE DETRIMENTAL TO THE PERFORMANCE OF THE STRUCTURE. INSTALLATION METHODS PERMITTED IN THE SCHEDULE. ALTERNATIVELY, WHEN THE FASTENERS ARE MATCH-MARKED AFTER dwOII Column I.SHIMS REQUIRED AT GAPS 1118'. (SECTION THROUGH GAP) FOR PRETENSIONED AND SUP-CRITICAL JOINTS INCLUDE TURN OF THE NUT PRETENSIONING, THE FIT-UP (SNUG-TIGHT CONDITION), VISUAL INSPECTION IS PERMITTED. THE SIDE (Shape VOrIeS� 2.PLACE NON-TAPERED SHIMS BETWEEN BOLT PAIRS AS REQUIRED IN CALIBRATED WRENCH PRETENSIONING, TWIST-OFF-TYPE TENSION CONTROL BOLT ASSEMBLIES, OF NUTS AND BOLTS THAT HAVE BEEN IMPACTED SUFFICIENTLY TO INDUCE THE MINIMUM GAPS IN COMPRESSION AREA GREATER THAN U'AND TACK WELD. AND DIRECT-TENSION-INDICATOR PRETENSIONING. PRETENSION VALUES EQUAL TO OR GREATER PRETENSION LOADS WILL APPEAR SLIGHTLY PEENED. NO FURTHER EVIDENCE OF 3.TACK WELD NON-TAPFRED SHIMS t'MIN.x E z T BOTH SIDES THAN THE VALUES LISTED IN THE BOLT PRETENSION SCHEDULE SHALL BE PROVIDED. CONFORMITY IS REQUIRED. BETWEEN Z'x T x W NON-TAPERED SHIMS TO MEET AISC'FINGER' SAFETY PRECAUTION. STMT' WORKERS SHOULD BE TRAINED IN FOR INSTALLATION BY TURN-OF-NUT PROCEDURE. NT ALL BOLTS SHALL FIRST BE TIGHTENED IN 4.ALL SHIMMING MATERIAL MILD STEEL. THE PROPER ERECTION PROCEDURES ACCORDANCE WITH THE SNUG-TIGHT PROCEDURE. THE NUT OR HEAD AS APPLICABLE SHALL BOLT INSTALLATION & INSPECTION NOTES MF91 5.RIDGE SHIMMING DETAILS SIM,ILIAR. FOR ALL JOBS. THEN BE ROTATED 8Y THE AMOUNT SPECIFIED IN THE BOLT PRETENSION SCHEDULE PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID PART OF THE JOINT. THE PART NOT TURNED BY THE 1/2-0, 3/4"0, 7/8"0 & 1"0 STRUCTURAL BOLTS (A325) AA TYPICAL VERTICAL HAUNCH SHIMMING WRENCH SHALL BE PREVENTED FROM ROTATING DURING THIS OPERATION, MF19A RIGID FRAME AA WEB OF FRAME BRACE ROD PURLIN ENDWALL COLUL �IN 1/2 x t 1/4 A325T/ 4 A325T/ 1/2 HVHX NUT 1/2 X 111/4/2 HVHX 2NUT ANTI ROLL CLIP --- 1/2—(2)XNUTOR AS/AN OPTION CL-12 = 8" PURLINS t 1/2 z t 1/4 RX NU CL-13 = 9 1/2-UR PURLINS () / t/2/4vHz Nur LIT 4TM CLIP HILLS;NUT WASHER I AND(t)1/2x2 3/16 A449 DE-TYP MAY VARY SEE SS01AA ---GIRT 1/2 X 1 1/4 A325T/ T / 1/2 HVHX NUT / _Sp -------- 2 1 2" i / x (2) 7/2 X 1 1/4 A325T/ ENDWALL RAFTER , � 3 3 0 1/2 HVHX NUT OR FOR 1/2" FLANGES (2) 1/2 X 2 A325T/ ENDWALL I rn� r�\ 1/2 HVHX NUT COLUMN II II RAFTER SEE ERECTION DRAWINGS FOR BOLT SIZE. AS REO'D AS REO'D AND SAFETY PRECAUTION: ALWAYS WEAR OSHA APPROVED EYE FLAT WASHER PROTECTIDIT WHEN OPERATING DRILLS OR ELECTRIC SCREW GUNS. ANTI—ROLL DETAIL UPHILL RF50 B24 CORNER COLUMN TO BYPASS LAPPED GIRT CONNECTION TO COLUMN C7 RIGID FRAME RAFTER AA ENDWALL RAFTER 03 �,� 1 ('GSA 4 .' J 11 91 REVISIONSMADE CK'D DATE ENGR DATE N0. REVISIONS - MADE CK D DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE STATUS [#] FOR CONSTRUCTION DRAWN BY: MBS 10/13/14 BUILDER :GFI Metol Building Soles [ ] FOR APPROVAL [ ] FOR PERMIT ONLY CHECKED BY: TR 10/13/14 CUSTOMER :SignWorks [ ] FOR PRELIMINARY DESIGN APPD BY: 10/13/14 AMERICAN BUILDINGS LOCATION :QueensburNY DRAWING. A14FO323A SED-001 REV.NO. CAD -YT NUMB-- p WE1YPREUUDON; WORKERS SNOULD DE TF—ED IN ME CORRECT AND SAFE OPERTION NOT REQUIRED IF OPEN ENDWALL OF LIFTING EOUIPuEN(. 3/4 A325T/ • ENDWALL EAVE STRUT ED Strut °/ : 1 1/4-SOS 3/4 HVHX NUT GIRT 4- w/o wash QTY. BY DESIGN #12 S. D. SCREW (cod P1) (Typical) CORNER COLUMN SHEET 1/2 z 1 1/4 A325T/ ANGLE 1/2^ x 1 1/4- _ 1/2 HVHX NUT I 2 1/2 X 1 1/4 A325T/ Rake Angle A325T Bolts � 1/2 HVHX NUT/ MAY VARY i SEE BS02AA + I 1^ - --- �T 1/4" 'NOT REQUIRED 3 0 fiiiOPEN SIDEWALL.- GABLE ANGLE ENDWALL RAFTER 1 Main Frame Rafter z , 4 UTILITY CLIP CORNER STRUCTURAL FASTENER(S)1/4 �` Dimension (z)g1zx1 1/a V-O AT 8" BYPASS ENDWALL COLUMN Varies 1'-1 1/2- AT 9 1/2- BYPASS ENDWALL ENDWALL RAFTER SPLICE DETAIL Fg CORNER GIRT CONNECTION BEAM & COLUMN CORNER COLUMN D18 RAFTER TO RAFTER CONNECTION 11 4 EAVE STRUT TO CORNER BYPASS SIDEWALL / BYPASS ENDWALL COLUMN 117 SAFETY PRECAUTION: DO NOT STEP. SIT OR CLIMB ON WALL WETT PREFADTIDN; GIRTS OR EAVE STRUTS. FAILURE TO ADHERE EACH WORKER SHOULD BE TRNNED TO THIS PRECAUTION MAY RESULT IN A ro USE THE WESREn AND uosr SECTION A SERIOUS INJURY. NOT REQUIRED IF OPEN ENDWALL PRDDUCTNE ERErnDH TECH'AOUEs. 7/2 X 1 1/4 A325T/ _ 1/2 HVHX NUT WITH (2) HT WASHERS = GIRT ENDWALL 1/2 X 1 1 A325T/ ONE UNDER THE WAS HEAD GIRT 4 / / PURLIN 4" AND ONE UNDER THE NUT) 1/2 HVHX NUT ( - .. ___________________ +e ..':'.]'_. CORNER CLIP CC1 � CORNER COLUMN I i 3- W SECTION A 1/2 X 1 1/4 A325T/ (2) 1/2 X 1 1/4 A325T/ -— p 1/2 HVHX NUT �1/2 HVHX NUT MAY VARY ATTACH INNER ZEE GIRT WITH SEE SS02AA wEBRREINF-RCOLLOR 1 1/4- 1 1 4_ 2 1/2" \-COLUMN ATT X 2 3/16 A449 DE BOLT - TYP O / SEE SS02AA CLIPS 1 CABEPOSE GIRT TO COLUMN CONNECTION (LAPPED GIRTS ONLY) F (2) 1/2 X 1 1/4 A325T/ ` BLE BRACING .� 1 2 HVHX NUT OR AS AN OPTION GIRT 3 0 (1) 1/2 X i 1/4 A325T/ 1/2 HVHX NUT AND (1) 1/2X2 3/16 A449 DE - TYP I m� MAY VARY SEE BSOIAA t i 1/2 X 1 1/4 A325T/ `FLANGE BRACE AS REQUIRED SECTION A 1/2 HVHX NUT SEE FRAME CROSS SECTION STRUCTURAL FASTENER(S) J RAFTER �; ----- (2)R 12X1 1/4 1 4" a 8. Uff 1'-0" AT 8"2 BYPASS ENDWALL SECTION A GABLE ANGLE SATEtt PRECAUTION: _ NOT GA-1 1•-1 1/2' AT 9 1/2" BYPASS ENDWALL PUT WORKER WEtt RRST. WITH 1/2 DE BOLT IN PLACE. OUTER ZEE GIRT CAN BE ATTACHED STANDARD PURLIN LAP G1 WITH 1/2 A325 BOLT AND ADDITIONAL CORNER GIRT CONNECTIONCOLUMN NUT ON I/2 DE BOLT. / D 2 7-1 BYPASS CONDITION 1/2�X 1 1/4 A325T/ BYPASS SIDEWALL BYPASS ENDWALL 1/2 HVHX NUT - TYP. SEE BS02AA 1/2 X 2 3/16 A449 DE BOLT - TYP .✓` r N SEE BS02AA f r BYPASS GIRT TO COLUMN CONNECTION LAPPED GIRTS ONLY r ` 'c��C C• .. :;., STEP TWO f:�f �v •AV \k--' it p :6':•:-n��::1 �.I -,, 88^842 NO. REVISIONS MADE CK D DATE ENGR DATE NO. REVISIONS MADE CK D DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE STATUS [ F BUILDER :GFI Metol Building Sales�k] OR CONSTRUCTION DRAWN B7: MBS 10/13/14 [ ] FOR APPROVAL CHECKED BY; TR "RI.N .U11.1NCS FOR PERMIT ONLY 10/13/14 CUSTOMER :SignWorks AM [ J FOR PRELIMINARY DESIGN APPD BY: 10/13/14 LOCATION :Queensbury NY DRAWING, REV.NO. CAD BY: NUMBER" A74F0323A SED-002 0 RIDGE BRACE CHANNEL 60C16- (TYPICAL THIS LOCATION) -� BRACE CHANNEL 50'_0" MAX. PURLIN BRACE CHANtJEL - - -— —-—CL RIDGE 60C16- BETWEEN BRACE CHANNELS SPACING 60C16- BRACE ANGLE ROOF LINEA SEE BR94AA CBA_ or CBBA_ 1. APPLICABLE TO ROOFS WITH STANDING SEAM II, STANDING SEAM 360. LOC-SEAIA, SEE BR96WAA BR51AA (ORIENTATION VARIES) PURLIN LOC-SEAM 360 AND SEAM-LOC PANELS. 2. PURLINS ARE TO BE INSTALLED WITH PURLIN WEBS 90' TO RAFTERS. 3. PURLIN BRACING IS NOT TO DISTORT OR ALTER PURLINS FROM THEIR INTENDED BRACE ANGLE SHAPE AND LOCATION. CBA_ or CBBA_ PURLINS (TYP.)-I � 4. SPACING AS REQUIRED BY DESIGN. (TYPICAL UIJLESS NOTED) EAVE STRUT BRACE ANGLE �\ BRACE CHANNEL PURLI IJSI F CBA_ 60C16- 5. FOR FACTORY MUTUAL REEMEPURLIN BRACING NOT 70 EXCEED 80" O.C. LESS 1 AND IS REQUIRED ONLY INN THE ENDND (NOTE ORIENTATION) SPACING BAYS OF THE BUILDING. NG. RAFTERAJ RAFTER BRACE ANGLE CHA(BRACING NOT APPLICABLE WITH SCREW DOWN ROOF SYSTEMS) BRACE 60C15NEL � GIRT LINE CBBA_ (TYPICAL THIS LOCATION) (NOTE ORIENTATION) EAVE STRUT 17AIETYRICIMION:PI CPB-1 * * * DON'T ALLOW OBJECTS TO BECOUE A FALLING HAZARD TO THOSE BENEATH BASE LINE THE ROOF. WORKERS SHOULD WEAR FIELD ATTACH TYPICAL BAY OSHA APPROJED HARD HATS. STRUCTURAL FASTENERS) S=NOTE FIELD ATTACH (2) #12X1 1/4 S STRUCTURAL DHH SPACING AS REOUIRED BY DESIGN. FASTENER(S) NOTE: (2) #12XI 1/4 SDHH INSTALL BRACE CHANNEL AS CLOSE AS POSSIBLE TO BRACE ANGLE. PURLIN BRACING NOTES BROA PURLIN BRACING KEY PLAN FB—R-9-0-1PURLIN BRACING CROSS SECTION—ROOF SLOPES LESS THAN OR EQUAL TO 1:12 BRg3 BRACE CHANNEL INSTALLATION BR92 AA 8" & 9 1/2" ZEE PURLINS -/CLIP-FASTENED ROOF AA 8.OR 9 1/2"ZEE PURLIN - RIDGE BUILDING SHOWN,SINGLE SLOPE SIMILAR AA 8" & 9 1/2" ZEE PURLIIJ I AA BRACE ANGLES ARE INSTALLED DIAGONALLY STRUCTURAL FASTENERS ALTERNATING END POSITIONS 12X1 1/4 SDHH rr BRACE ANGLE BRACE ANGLE (2) PER CBBA_ TAB SAFEtt PREGUf10N: CBA__ CBA__ DONT ALLOW HAZARD 10 BECouE BRACE CHANNEL _ A FAI.IJNG HAZARD TO THOSE BEHFATt -7 THOSE _ THE ROOF. WORKERS SHOULD WEAR O OSHA APPROVED HARD HATS. PURLIN W/(2) GPB-1 ,� SPACING 1 _=ROOF LINE BRACE CHANNEL I - I 6C16-LENGTH---- -— CBBA . BENT BRAC ANGL PURLINS (TYP.) I PURLIN SPACING LESS THAN 1'-6" EAVE STRUT STEP 1 STEP 2 (AT 8" & 9 1/2" PURLINS)) PURLIN SPACING LESS THAN 3'-O" (AT 12" PURLINS) EAVE STRUT 6016-LENGTH L EXISTING STRUCTURES WITH CBA 11 F AT PURLINS WITHOUT PUNCHING FIELD BEND ANGLVTIABIS CPB-1 AND FASTEN TO PURLIN WEB. GIRT LINE 1/2FIELD ATTACH (2) CPB-1 USINGSTEP 1: STEP 2: 2(8) #12x1 1/4 SDHH PER CLIP I INSERT BRACE ANGLE TABS BEND BRACE ANGLE TABS (4) PER CONNECTION INTO DIAMOND HOLES AND 90' FLAT AGAINST PURLIN STRUCTURAL FASTENEROTATE BRACE ANGLE 90' WEB TO LOCK IN PLACE. ANGLE HH BASE LINE UNTIL TABS ARE VERTICAL. (1)1 PER CBA.2X1 1/4DTAB CBA__ PURLIN BRACING CROSS SECTION — EAVE CONNECTION ANGLE_3 BRACE ANGLE INSTALLATION BR91 EAVE STRUT- ZEE PURLIN- RIDGE BUILDING SHOWN,SINGLE SLOPE SIMILAR CLIP-FASTENED ROOF AA ,+3�• TD��. 6� � 1�, i tSi Sy f'1 e Ct�j p y ,'4` NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE STATUS [*] FOR CONSTRUCTION DRAWN BY: MBS 10/13/14 BUILDER :GFI Metal Building Soles [ ] FOR APPROVAL [ ] FOR PERMIT ONLY CHECKED BY: TR 10/13/14 CUSTOMER :SignWorks ( ] FOR PRELIMINARY DESIGN APPD BY: 10/13/14 (A."IRI.. UIL.INCS LOCATION :Queensbury NY DRAWING. REV.NO. CAD 6Y: NUMBER' A14F0323A SED-003 0 USE WOOD BLOCKING TO ELEVATE AND SLOPE THE PANELS IN A MANNER THAT WILL ALLOW MOISTURE TO DRAIN. WOOD BLOCKING PLACED BETWEEN PANEL BUNDLES WILL PROVIDE ADDITIONAL AIR CIRCULATION. COVER THE SAFETY PRECAUTION: STACKED BUNDLES WITH A TARP OR PLASTIC COVER LEAVING ENOUGH SQUARE EAVE STRUT IT IS RECOMMENDED DAT ALL WORKERS OPENING AT THE BOTTOM FOR AIR TO CIRCULATE. SQUARE WEAR STEEL TOE SHOES wITIH uETOTARS:L GUARD.EYE PROTECTION,AND HARD HATS SAFETY PREUUTION: ROD ' WORKERS SHOULD ALWAYS WEAR BRACING CLOVES WHEN HANDLING PANELS. RIGID FRAME 2 X 6 WOOD BLOCKING SAFETY PRECAUTION: (BY OTHERS) DO NOT STEP,SIT OR CLIMB ON WALL I P77 GIRTS OR EAVE STRUTS. FAILURE TO ADHERE TO THIS PRECAUTION NAY RESULT IN A SERIOUS INJURY. GIRT,SPACING \ SAFETY L I WELL LEA STAY w O D CLEAR OF ALL LOADS RIGID FRAME COLUMN BEING MOVED BY ANY TYPE OF `ARCHITECTURAL PANELS UmNc DEVICE.DA KEEP HANDS AND FEET TYPICAL CONSTRUCTION OF THE WOOD BLOCKING•• ; QWN,"9V ZfM2 X 6 MINIMUM BOARD CLEAR Of MOVING LOADS. SIZE SHOULD BE USED. REFER TO THE CRO TIFRAI:IIFIGRAWINGS TO DETERMINE THE GIRT (BYOTHERS)ING ", °J.0 C c7 •� GIRT SIZE AND SPACINGS. �,C ✓ L � TARP OR PLASTIC COVER r !` �l 4' I USE SPACERS BETWEEN BUNDLES y r v Ali Y L ~ THE FIRST STEP IN THE SUCCESSFUL INSTALLATION OF THE ROOF OR WALLS IS TO HAVE THE BASE ANGLEJR J '1�Sln �� +/•`1�i PRIMARY FRAMING PLUMB AND SQUARE. FOR BEST RESULTS. IT IS RECOMMENDED THAT A TRANSIT 8 A. BLOCK ABOVE GROUND BE USED WHEN ERECTING THE STRUCTURAL STEEL. 1 ✓� F.;rb F BE SURE TO READ THE GENERAL ERECTION GUIDE PRIOR TO COMMENCING ERECTION. n L��(r I C`; TIE DOWN INSTALLATION OF THE BUILDING WALLS IS GENERALLY DONE BEFORE THE ROOF. BEFORE STARTING 11- ISI ((J 3} THE WALL SHEETING OR INSULATION, CHECK TO BE SURE THAT THE EAVE STRUT AND GIRTS AREn PANEL STORAGE WC51 BUILDING ALIGNMENT STRAIGHT AND PLUMB. TO ALIGN THE GIRTS, CUT TEMPORARY WOOD BLOCKING GE01 TO THE PROPER LENGTH AND INSTALL BETWEEN THE LINES OF GIRTS. THIS BLOCKING CAN BE GIRT BLOCKING E 3 ARCHITECTURAL AG MOVED FROM BAY TO BAY WHICH WILL REDUCE THE NUMBER OF PIECES REQUIRED. NORMALLY, v. `i:`\� O' \J: AA ONE LINE OF BLOCKING PER BAY WILL BE SUFFICIENT. AA ROOF AND WALL PANELS WALL FASTENERS MISCELLANEOUS FASTENERS GOOD ALIGNMENT OF THE FASTENERS WILL bqE A PROFESSIO AEARANCE OF SHEET SPECIAL CONDITION FASTENERS -�,.� ROOF AND WALL PANELS INCLUDING COLOR COATED, ALUMINUM COATED AND GALVANIZED, PROVIDE L6� INSTALLATION. THIS CAN BE ACCOMPLISHED BY"PRE--DRILLiNG%190LES IN THE SHEETS EXCELLENT SERVICE UNDER WIDELY VARIED CONDITIONS. ALL UNLOADING AND ERECTION PERSONNEL 7� DFSCRIPTIDN AT IDENTICAL LOCATIONS. UP TO 15 SHEETS CAN BE STACKED TOGETHER AND DRILLED SHOULD FULLY UNDERSTAND THAT THESE PANELS ARE QUALITY MERCHANDISE WHICH MERIT CAUTIOUS 11 DESCRIPTION DESCMPTION USING A TEMPLATE SHEET. USE 1/8" OR 5/32" DIAMETER DRILL BIT FOR SHEET TO CARE IN HANDLING. ✓1 � 112 X 1 1/4 1/8 BLIND RIVET 112 x 1 1/4 TEKa STRUCTURAL FASTENERS. AND 1 Or /1 SELF DRILLING CARBON STEEL. MARK D. 1/8 RIVET SELF DRIUINc cAnaDN STEEL. /4" DIAMETER BIT FOR THE SIDELAP CLEARANCE HOLES. UNDER NO CIRCUMSTANCES SHOULD PANELS BE HANDLED ROUGHLY. PACKAGES OF SHE SHOULD 3 I HEX HEAD FASTENER WITHOUT WASHER HEX HEAD FASTENER WITHOUT WASHER CLEAN METAL FILINGS OFF PANEL SURFACES AFTER DRILLING TO AVOID RUST STAINS. MARK NO. 112%i 1/4 SDHH NARK N0. /12X1 1 BE LIFTED OFF THE TRUCK WITH EXTREME CARE TAKEN TO INSURE THAT NO DAMAGE OCCURS TO - / /4 SOHHT4 APPLICATION THE TEMPLATE SHEET SHOULD BE LAID OUT IN ACCORDANCE WITH THE BUILDING ERECTION ENDS OF THE SHEETS OR TO SIDE RIBS. THE PACKAGES SHOULD BE STORED OFF THE GROUND APPLIcnnON (COLOR MATCHING) APPLICATION DRAWINGS. SINCE PRE-DRILLING WILL "HAND" THE SHEETS IT IS NECESSARY TO SELECT THE SUFFICIENTLY HIGH ENOUGH TO ALLOW AIR CIRCULATION UNDERNEATH THE PACKAGES. THIS AVOIDS I{IL1,JI1I UNEXPOSED FASTENER CONNECTIONS. FLASHING LAPS AND FLASHING STEEL THICKNESS GREATER THAN 12 GA GROUND MOISTURE AND DETERS PEOPLE FROM WALKING ON THE PACKAGES. ONE END OF THE PACKAGE CUPS AT OVERHEAD DOORS, TO PANEL CONNECTIONS END OF THE BUILDING FROM WHICH THE SHEETING IS TO BEGIN. PRIOR TO DRILLING THE AND UP TO AND INCLUDING 1/4 SHOULD ALWAYS BE ELEVATED ABOVE THE LOWER END TO ENCOURAGE DRAINAGE IN CASE OF RAIN. WALK ODORS.ETC. FIELD STRUCTURAL ATTACHMENTS TEMPLATE SHEET IT SHOULD BE CHECKED FOR PROPER HOLE LOCATIONS AGAINST THE ALL METAL PANELS ARE SUBJECT TO SOME DEGREE TO LOCALIZED DISCOLORATION OR STAIN WHEN _ BUILDING FRAMEWORK. BE SURE THERE IS NO SAG IN THE PURLINS OR GIRTS. WATER IS TRAPPED BETWEEN THEIR CLOSELY FITTED SURFACES. PANEL MANUFACTURER EXERCISES DESCRIPnON DESCRIPTION DESCRIPTION EXTREME CAUTION DURING FABRICATING AND SHIPPING OPERATIONS TO INSURE THAT ALL PANEL 112 x t t/4 S/1b DIAMETER RIVET WITH WASHER 112 X 1 1/2 iEKS STOCK IS KEPT DRY. HOWEVER, DUE TO CLIMATIC CONDITIONS, WATER FORMED BY CONDENSATION - ARCHITECTURAL INSIDF CLOSURE SELF DRILLING(COLOR MATCHING). MARK NO. SRV-1 SELF DRILLING CARBON STEEL, PRE-DRILLED TEMPLATE SHEET OF HUMID AIR CAN BECOME TRAPPED BETWEEN STACKED SHEETS. WATER CAN ALSO BE TRAPPED LOA! HEX HEAD FASTENER WITHOUT WASHER HEX HEAD FASTENER WITHOUT WASHER BETWEEN THE STACKED SHEETS WHEN EXPOSED TO RAIN. THIS DISCOLORATION CAUSED BY TRAPPEDMARK NO. 112X1 1/4 SDHH APPLICATION MARK NO. 112X1 1/2 SDHHT5 �� MOISTURE IS OFTEN CALLED WET STORAGE STAIN. \//' 16. APPLICATION SIDELIGHT SIDELAP CONNECTIONS THE STAIN IS USUALLY SUPERFICIAL AND HAS LITTLE EFFECT ON THE APPEARANCE OR SERVICE LIFE \� I SHEET TO STRUCTURAL CONNECTIONS APPLICATION SAFETY PRECAUTION: 1 STEEL THICKNESS GREATER THAN 1/i ALWAYS WEAR OSNA APPROVED EYE r OF THE PANELS AS LONG AS IT IS NOT PERMITTED TO REMAIN ON THE PANELS. HOWEVER, MOISTURE (BASE a:GABLE ANGLE.clRrs.EAVE AND UP TO AND INCLUDING 1 2 PROTECTIDN WHEN OPERATING DRILLS IN CONTACT WITH THE SURFACE OF THE PANELS OVER AN EXTENDED PERIOD CAN SEVERELY ATTACK STRUTS,ETC.) / OR ELECTPoC SCREW GUNS. �Y FIELD STRUCTURAL ATTACHMENTS THEIR FINISH AND REDUCE THEIR EFFECTIVE SERVICE LIFE. THEREFORE, IT IS IMPERATIVE THAT ALL 3 PANELS BE INSPECTED FOR MOISTURE UPON RECEIPT OF THE ORDER. IF MOISTURE IS PRESENT, DRY PTIDN THE PANELS AT ONCE AND STORE IN A DRY, WARM PLACE, IF POSSIBLE. DFSCRI114 x 3/4 DFSCRIPTION NOTE: WHEN HANDLING OR UNCRATING THE PANELS, LIFT, RATHER THAN SLIDE, THEM APART. BURRING - SELF DRILLING(COLOR LATCHING), 110 x 1 1/2 SEE FASTENER LAYOUT >� HE%HEAD FASTENER WITHOUT WASHER EDGES MAY SCRATCH THE COATED SURFACES WHEN SHEETS ARE SLID OVER ONE ANOTHER. NEVER SELF TAPPING CARBON STEEL, WCOS/AC MARK NO. 114X3 HEX HEAD FASTENER WITH WASHER \ ALLOW PANELS TO BE WALKED ON WHILE ON THE GROUND. SUPERVISION. PANEL SIDELAP CONNECTIONS,/4 SOHH MARK NO. 110x1 1/2 STHHw `STACKED SHEETS TO ROUGH AND IMPROPER HANDLING OF PANELS IS INEXCUSABLE AND A PRIME EXAMPLE OF POOR JOB APPUCAnON APpLICATION BE DRILLED _ PANELS TO WOOD STRUCTURE AT FLASHING TO PANEL CONNECTIONS AND ~ UNEXPOSED FASTENER CONNECTIONS CAUTION: PANELS ARE SLIPPERY. OIL OR WAX THAT HAS BEEN USED ON THE ROOF AND WALL ARCHITECTURAL OUTSIDE CLOSURE OTHER SHEET TO SHEET CONNECTIONS 6 (1/4'HEX HEAD SOCKET CONNECTIONS PANELS FOR PROTECTION AGAINST WEATHER DAMAGE WILL MAKE THEM A VERY SLIPPERY WALKING _ SURFACE. WIPE DRY ANY OIL THAT HAS PUDDLED FROM BUNDLES STORED ON A SLOPE. DEW. FROST AOUOR OTHER FORMS OF MOISTURE GREATLY INCREASE THE SLIPPERINESS OF THE PANELS. NOTE: ALL HEX HEAD SIZES SHALL REQUIRE A 5/16" HEX SOCKET UNLESS NOTED. KEEP ENDS OF PANELS ALIGNED PANEL STORAGE NOTES RC95 BASIC PARTS AND PIECES WC 61 PRE—DRILLING FOR FASTENER LOCATIONS AA AA ARCHITECTURAL III WALL PANELS AC ARCHITECTURAL III WALL PANELS AC SAFETY NOTES: SAFETY PRECAUTION: SAFETY PRECAUTION: THE METAL BUILDING SUPPLIER STRONGLY RECOMMENDS THAT SAFE WORKING CONDITIONS AND WORKERS SHOULD ALWAYS PANELS ARE SLIPPERY DUE TO ERECTION NOTES• ACCIDENT PREVENTION PRACTICES BE THE TOP PRIORITY ON ANY JOB SITE. WEAR GLOVES WHEN HANDLING of OR WAX APPUEO DUPoNG PANELS. MANUFACTURING FOR PROTECTION LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP AGAINST WEATHER DAMAGE. 1. ALL AREAS WHERE MASTIC IS TO BE APPLIED SHOULD BE WIPED CLEAN WITH A MILD ENSURE WORKER SAFETY. DETERGENT OR AN ALL PURPOSE CLEANER BEFORE MASTIC APPLICATION. THIS WILL INSURE A GOOD SEALING SURFACE AND IMPROVE WEATHER TIGHTNESS. MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING. EMERGENCY TELEPHONE NUMBERS, LOCATIONS OF FIRST AID STATIONS AND EMERGENCY 2. THE BLANKET INSULATION MANUFACTURER RECOMMENDS THAT DOUBLE SIDED TAPE PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. BE USED TO SECURE THE INSULATION TO THE EAVE. THE METAL BUILDING SUPPLIER DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES, THE USE OF HARD HATS, RUBBER SOLE SHOES ARCHITECTURAL PANEL IDENTIFICATION MARK NUMBER IS NOT RESPONSIBLE FOR THE INSTALLATION OR ATTACHMENT OF THE INSULATION. FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERIAL AND SAFETY NETS WHERE POSSIBLE ADDITIONAL ATTACHMENTS (BY OTHERS) MAY BE REQUIRED. ARE RECOMMENDED ERECTION PRACTICES. DETAIL "A" DETAIL "B" EXAMPLE A31? 24-30.0 3. ALL EXPOSED FASTENERS SHOULD PENETRATE THE SEALANT FOR THE MOST WEATHER THE METAL BUILDING SUPPLIER INTENDS THAT THESE DRAWINGS BE INTERPRETED AND 30'-0" IN LENGTH TIGHT CONNECTION IN WALL AREAS WHERE APPLICABLE. ADMINISTERED WITH SOUND JUDGMENT CONSISTENT WITH GOOD SAFETY PRACTICES. ARCHITECTURAL WALL PANEL 24 GAGE (22, 24, 26, & 29 GAGE AVAILABLE) =ARCHITECTURAL 4. THE ARCHITECTURAL PANEL IS DESIGNED FOR WALL APPLICATIONS ONLY AND SHOULD ALL SAFETY PRECAUTIONS, OSHA SAFETY REQUIREMENTS. OR ANY OTHER APPROPRIATE SAFETY OVERLAPPING RIB NEVER BE UTILIZED IN THE ROOF FOR PURPOSES OF PROVIDING A ROOF SYSTEM FOR REQUIREMENTS, CUSTOMARY OR STATUTORY, MUST BE ADHERED T0, TO ENSURE MAXIMUM WORKER ` (THIS RIB OVERLAPS OUTSIDE BUILDINGS. THE INVERTED RIBS INCORPORATED INTO ITS DESIGN PRODUCE SMOOTH SAFETY. PRECEEDING PANEL) SHADOW LINES AND SEMI-CONCEALED FASTENERS. ALTHOUGH SHEETING CAN USUALLY BEGIN FROM EITHER END OF THE BUILDING, APPLICATION OF THIS PANEL IS DIRECTIONAL. IF OIL OR TE OTHER SLIPPERY SUBSTANCES ARE SPILLED ON THE ROOF PANELS, WIPE THEM OFF '--1 r-- PROPERLY INSTALLED, THE LAP EDGES OF THE ARCHTECTURAL PANEL HAVE MINIMUM IMMEDIATELY TO PREVENT SLIPPING OR FALLING. L VISIBILITY. ERECTION OF THE ARCHITECTURAL PANEL REQUIRES THAT THE PROPER DIRECTION OF ITS APPLICATION YOU SHOULD MAINTAIN A FIRM, SAFE POSITION WHEN USING ANY TOOL. HH _ 5. WHEN FIELD CUTTING PANELS OR TRIM DO NOT USE ABRASIVE SAWS OR OTHER CUTTING BE MADE. THE DESIGN OF THE PANEL INCORPORATES A BEARING LEG INTO ITS LEADING EDGE YOU SHOULD MAINTAIN A CONSTANT AWARENESS OF YOUR LOCATION IN RELATION TO THE ROOF EDGE L`---'l WHICH PROVIDES SUPPORT FOR PROPER NESTING OF THE OVERLAPPING RIB OF THE NEXT PANEL. METHODS WHICH PRODUCE HOT METAL PARTICLES OR BURN THE CUT EDGES. THESE WHEN USING TOOLS AND MACHINES OR PERFORMING ANY OTHER FUNCTION ON.THE ROOF AREA. METHODS WILL DAMAGE THE PAINTED AND GALVALFINISH AND VOID ANY WARRANTIES. THE INSTALLATION OF THE PANELS (SHOWN AT LEFT) PROCEEDS FROM LEFT TO RIGHT. HOWEVER, CUT BEARING RIB UNLESS FIELD CIRCUMSTANCES DICTATE OTHERWISE, INSTALLATION OF PANELS CAN PROCEED FROM USE DOUBLE CUT SHEARS, NIBBLERS OR OTHER CUTTING DEVICES WICH DO NOT NOT UNDER ANY CIRCUMSTANCES STEP OR WALK THE SURFACE OF ANY FIBERGLASS SKYLIGHT. IF W (BEARING LEG GIVES EITHER LEFT TO RIGHT OR RIGHT TO LEFT AS LONG AS THE OVERLAPPING RIB IS LAPPED OVER PRODUCE HOT METAL PARTICLES OR BURNED EDGES. IF FOOT TRAFFIC IS NECESSARY OVER SKYLIGHT, USE WALK BOARDS THAT ARE PROPERLY SUPPORTED BEARING RIB SUPPORT TO SIDELAP) THE BEARING RIB. BY THE BUILDING PURLINS. DETAIL "A" SIDELAP DETAIL DETAIL "8" PANEL MARKING AND SIDELAP DETAILS WC63 ERECTION NOTESWC91 SAFETY COMMITMENT GE70 ARCHITECTURAL WALLS AC ARCHITECTURAL WALLS AC AA NO. REVISIONS MADE CK'D DATE ENGR DATE NO, REVISIONS MADE_CK_D DATE ENGR DATE DRAINING SUBMITTAL SCALE: NONE DATE STATUS [#] FOR CONSTRUCTION DRAWN BY: MBS 10/13/14 BUILDER :CFI Metol Building SOILS [] FOR APPROVAL n 14 CHECKED BY: TR 10 13 CUSTOMER Si Works [ ] FOR PERMIT ONLY / / g AMERICAN ' BUILDINGS [ ] FOR PRELIMINARY DESIGN APPD BY: 10/13/14 LOCATION :Queensbury NY DRAWING, REV.NO. CAD BY:11 NUMBER' A14FO323A SED-004 0 `"---"' THINGS TO R M. BASE ANGLE (ENDwgLL) 1------ EMBER BA-20 ^' 1. THINK SAFETY. 2. CARE FOR PANELS IN ACCORDANCE WALL PANEL i BASE FASTENER (BY OTHERS) ARCHITECTURAL PANEL (TYP.) WITH ERECTION GUIDE. I 1�4"O CONCRETE ANCHOR (min.) BASE ANGLE (SIDEWALL) GIRT, EAVE STRUT, BASE ANGLE OR 3, ALIGN GIRT. 3-0" O.C. (max.) BA-2D `GABLE ANGLE 4. PLUMB FIRST AND EVERY PANEL. WALL MAIN FASTENER(S) WALL STITCH FASTENER(S) 5. CHECK COVERAGE ON EVERY PANEL. WALL MAIN FASTENER(S) ! 1 (TYP.SEE NOTE 1 R14 X 3/4 6. FOLLOW SCREW ATTACHMENT SEQUENCE: 712Xi 1/4 ; ❑12 X 1 1/4 2'-0" O.C. VERTICALLY TRAILING TO LEADING. 1-0' O.C. 1'-0" O.C. (TYP. SEE NOTE 2) DETAIL 'A" TOP TO BOTTOM. I 7. DO NOT EXCEED INSULATION THICKNESS INSIDE CLOSURE I i (6" MAX.). �� ----- (OPTIONAL) 1 8. DO NOT 'RATCHET" OR OVERTIGHTEN WALL BASE ANGLE 1 1/2"t OVERHANG PANEL SCREWS. THIS WILL CAUSE "DIMPLING". BA-20 I I t 1 1 9. USE THE RIB OF THE ARCHITECTURAL PANEL 1 TO APPLY PRESSURE WHEN INSTALLING. - Z (SEE EXAMPLE) DO NOT DISTORT PANEL FLATS. GRADE DETAIL "A" 70. DO NOT USE ABRASIVE SAWS OR OTHER 2" NOTE: CUTTING TOOLS WHICH PRODUCE HOT METAL 7. WALL FASTENER(S) REQUIRED AT SIDEWALL PARTICLES OR BURNED EDGES. 'I�I81FE1171 I�IIB1FF, gIF IB B F3 I81 CORNER BASE ANGLE AND ENDWALL GIRTS. BASE ANGLE. EAVE THESE METHODS WILL DAMAGE THE 'BI II I II I I I FBC-1 STRUT AND GABLE ANGLE. FASTENER LAYOUT PAINTED AND GALVALUME FINISH AND WILL V010 'fI�I^F��711�1131�11��'a SHOWN ALSO APPLIES FOR LINER AND PARTITION ANY WARRANTIES. USE DOUBLE CUT SHEARS, II��ei alT E PANELS. 2. PANEL STITCH FASTENER(S) AS SHOWN REO'D. NIBBLERS OR OTHER CUTTING DEVICES WHICH ONLY AT PANEL SIDELAPS OR AT FLASHING DO NOT PRODUCE HOT METAL PARTICLES OR It�l LAPS AND FLASHING TO PANEL CONNECTIONS. BURNED EDGES. BASE ANGLE DETAIL BA01 FASTENER LAYOUT WC05 PANEL INSTALLATION NOTES GE04 SECTION AT BASE ANGLE BA02 AB ARCHITECTURAL WALLS AC ARCHITECTURAL WALL PANELS AG ARCHITECTURAL- III, ARCHITECTURAL 'V" RIB OR LONG SPAN III WALLS AB CLAMP AND WOOD BLOCKING BUILDING STRUCTURAL BUILDING STRUCTURAL BUILDING STRUCTURAL PRIOR TO WALL SHEETING ALIGN WALL GIRTS AS SHOWN IN GE03/AA. LINE (GIRT LINE) LINE (GIRT LINE) BY OTHERS (SUGGESTED) LINE (GIRT LINE) 1/4" 1/2- 1/2" INSULATION (BY OTHERS) IF REQUIRED, SHOULD BE INSTALLED PRIOR TO THE BUYTL CAULK PANEL INSTALLATION AND CONTINUED IN THE SAME MANNER AS SHEETING SSCK-1 1 17/32" WALL MAIN FASTENER(S) ARCHITECTURAL PROGRESSES ALONG THE WALL. EAVE STRUT URETHANE CAULK WOOD BLOCKING 12X1 1/4 V' RIB PANEL GTS !!! 1'-0" O.C. INSTALL THE FIRST WALL PANEL AT THE BUILDING CORNER AND ALIGN THE EAVE TRIM I / PANEL RIB WITH THE STRUCTURAL 0A GIRT LINE AS SHOWN. IT IS EXTREMELY 3 � � L// IMPORTANT THAT THE FIRST WALL PANEL BE INSTALLED PLUMB. USE A SPIRIT 2 LONG SPAN WALL MAIN FASTENER 5 LEVEL OR TRANSIT ON EACH PANEL. IT IS RECOMMENDED THAT A SMALL O ARCHITECTURAL FASTENER 1 floG PANEL #112X1 1/4 PANEL WALL MAIN FASTENERS) WEDGE/SPACER BE PLACED UNDER THE PANEL AT THE BASE ANGLE. APPLY SEQUENCE I DREG1101� ) 1'-0" O.C. ni2Xp„1/4 THE WALL 0.C. STRUCTURALANEL WALL OMEMBERS THE (NSULATION AND BEGINNING WITH INSTALL TOPWALL MOST FASTENERS ENT AND ZI CL MAJOR RIB (OVERLAPPING RIB PROCEEDING DOWNWARD (SEE SUGGESTED NUMERICAL FASTENER SEQUENCE). Z, REMOVE THE WEDGE/SPACER BEFORE ATTACHING PANEL AT BASE ANGLE. DO _ NOT ERECT PANEL BY ATTACHING AT BOTH ENDS WORKING TO THE MIDDLE OF SArLT'PREPA 'T : ARCH. 'v' RIB PANEL THE PANEL. THIS PROCEDURE PROMOTES "OIL CANNING. OUTSIDE CLOSURE /BLIND NOSTEP,SO E CUUR (TYP. U.N.) AOL(ST LE GIRTS OR EAVESTRUTS.FAILURE i0 ADHERE BEARING RIB6 TO THIS PRECAUTION VY LONG SPAN PANEL BEARING RIB INSTALL THE NEXT PANEL BY SIDELAPPING THE RIB WITH THE FIRST PANEL (AS RIVET RESULT IN A SERIOUS INJURY. (TYP. U.N.) OVERLAPPING SHOWN). CHECK FOR PLUMBNESS AND FASTEN THIS PANEL IN THE SAME (3 REO'D PER 5 ARCH. PANEL RIB OVERLAPPING RIB MANNER AS THE FIRST PANEL. CONTINUE TO SHEET THE WALL USING THIS IAP) 4 I (TYP. U.N.) PROCEDURE. CUT PANELS AT DOORS, WINDOWS, LOUVERS AND OTHER WALL 1/B RIVET BEARING OVERLAPPING RIB ` II RIBS( OPENINGS AS REQUIRED. I ' E0. E0. EO E0. EO E0. rE CE SHEETING CAN USUALLY BE STARTED FROM EITHER END OF THE BUILDING AND SHOWN. HOWEVER BY APPLYING THE SHEETS TOWARD THE DIRECTION OF 1/8"0 HOLE 1/B CONTINUED EITHER IN THE DIRECTION OF LEFT TO RIGHT OR RIGHT TO LEFT i/8"0 HOLE AS ARCHITECTURAL PANEL I "0 HOLE LONG SPAN PANEL LAP AND THE PREVAILING VEW, THE OVERLAP LINE AT THE SIDELAP OF EVERY PANEL I'1� BLANKET INSULATION PRE-DRILLED HOLE DETAIL ARCHITECTURAL PANEL LAP AND ARCHITECTURAL V' RIB PANEL LAP WILL BE LESS VISIIBLE. THE SAME PRINCIPLE CAN BE APPLIED WHERE HEAVY (BY OTHERS) PRE-DRILLED HOLE DETAIL AND PRE-DRILLED HOLE DETAIL PREVAILING WINDS OCCUR BY PLACING THE LAPPED EDGE ON THE LEEWARD SIDE (DOWNWARD SIDE) OF THE PANEL RIB. *SIMILAR AT CLEATED EAVE 9 ARCHITECTURAL PANEL SHOWN LONG SPAN PANEL SIMILAR PRE-DRILLING OVERLAPPING RIB FOR STITCH SCREWS WALL PANEL I H ARCHITECTURAL "V" RIB PANEL SINSTALLATION WC64 OUTSIDE CLOSURE INSTALLATION AT EAVE A3SIMILAR AS SHOWN WILL INSURE ALL SCREWS ARE ALIGNED. 7 NOTE! TO AVOID DIMPLING DO NOT OVER TORQUE LONG SPAN, ARCHITECTURAL WALLS, OR ARCHITECTURAL 'V" RIB PANELS AB ARCHITECTURAL WALLS AC SCREWS. rMil LIP N0. REVISIONS MADE CK TDI DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE STATUS [#] FOR CONSTRUCTION DRAWN BY: MBS 10/13/14 BUILDER :GFI Metol Building Soles [ 3 FOR APPROVAL CHECKED BY: TR 10/13/14 CUSTOMER Si nWOrks [ ] FOR PERMIT ONLY g AMERICAN ' BUILDINGS [ ] FOR PRELIMINARY DESIGN APPD BY: 10/13/14 LOCATION :Queensbury NY DRAWING. REV.NO. CAD BY: NUMBER' A14FO323A SED-005 0 BACKLAPPING THE PANELS 1' OR 2' IS ROUTINELY DONE TO MATCH PANEL COVERAGE WITH THE EAVE STRUT WOOD BLOCKING BUILDING WIDTH AND LENGTH. ON THE SIDEWALL THIS IS DONE WITH THE LAST PANEL INSTALLED. (BY OTHERS) ON THE ENDWALL THIS IS DONE AT THE RIDGE AND WILL BE MARKED ON THE ERECTION DRAWINGS. SAFETY PRECAUTION: DD NOT STEP,TIIr cuua ON ww-L \ WALL TRIM FASTENERTYP. C.RTS OR CAVE STRUTS. FRWRE TO ADHERE t ) TO THIS PRECAUTION MAY RESULT IN A x/14 X 3/4 SERIOUS INJURY. E i'-0" O.C. ALONG EAVE FLASHING RI�� RIO�E CAP FLASHING (SEE NOTE 2)� EAVE CLOSURE FLASHING FCP-1 RAKE FLASHING Ir II OUTSIDE CLOSURE (SEE SECTION AT EAVE) WALL TRIM FASTENERS WALL TRIM FASTENER #14 X 3/4 NOTE: SIS X 3/4 j V-0" O.C. ALONG RAKE SUPPORT 1. OUTSIDE CLOSURE 1'-0" O.C. [fll REQUIREDFOR BLDG. RA01 SL \ AB (SEE NOTE 5) SLOPES PES1 1 1/2 12 OR `114E TRIM FASTENER GIRT LESS. 11 X 3/4 2. CAP FLASHING REO'D. 1'-0" O.C. GABLE ANGLE FOR BLDG. SLOPES OUTSIDE CLOSURE GREATER THAN 1 1/2 : 12. (SEE NOTE 1) NOTE: WALL MAIN FASTENER 1'-0" O.C1/4 EIJDVJALL PANELS SHOWN, SIDEWALLS PANELS SIMILAR F12 X 1 LONG SPAN III SHOWN, ARHITECTURAL III & ARCHITECTURAL 'V" RIB SIMILAR. . PANEL BACKLAPPINGINC75 PANEL CLOSURE DETAIL AT RAKE RA01 ARCHITECTURAL III, ARCHITECTURAL 'V" RIB OR LONG SPAN III WALLS AB ARCHITECTURAL III, ARCHITECTURAL "V" RIB OR LONG SPAN III WALLS AB WALL TRIM FASTENER. (TYP.) °14 X 3/4 2'0 O.C. AT PANEL SIDELAP SATIETY PRECAUTION: WORKERSSHOULD BE TRAINED IN WALL FASTENER THE PROPER ERECTION PROCEDURES FOR ALL JOas. INSULATION i I ARCHITECTURAL III PANEL GIRT LINE OR BASE ANGLE TRIM INSULATION AND ' STRUCTURAL LIIJE WALL MAIN FASTENER BA-20 TURN VINYL BACK. INSULATION x'12 X 1 GENERAL NOTES: MUST NOT BE EXPOSED TO 1'-0" D.C. " WEATHER. ' WALL PANEL WALL TRIM FASTENER(S) 1. CROWD OR STRETCH PANELS SLIGHTLY AS #14 X 3/4 2'-0" O.C. VERTICALLY NECESSARY TO MAINTAIN 3'_0" COVERAGE PER PANEL. I " RCHITECTURAL III PANEL 2. PANELS MUST BE INSTALLED SQUARE WITH v � A ii ad .o _____ _______ BUILDING FRAME. 4 yI 3. PANEL SIDELAPS STITCHED 2'-0" ON CENTER WITH BASE ANGLE =========JI - yta WALL FASTENERS. 4. USE TOUCH UP PAINT WITH AN ARTIST TYPE CORNER FLASHING BLIND RIVET BRUSH. DO NOT USE AEROSOL TYPE PAINT FCRA2-LENGTH (6 REO'D PER FOR TOUCH UP. FLASHING LAP) 1/8 RIVET BASE ANGLE CORNER 5. GIRTS ARE BE BLOCKED MAINTAIN VERTICAL CORNER FLASHING GRTFLANGES. . FAILURE TO MAINTAIN VERTICAL GIRT FCRA2-LENGTH FBC-1 FLANGES WILL CAUSE DIMPLING OF PANELS AT SUGGESTED INSULATION DETAIL AT WALL PANEL BASE r IN02 CORNER TRIM DETAIL (OUTSIDE) F WC21 SCREW LOCATIONS. TYPICAL CORNER DETAIL AT PANELS WC20 AA ARCHITECTURAL III WALLS AC ARCHITECTURAL III WALLS C2 AC SATETY PRECAUTION: FASTENER AND WASHER .ORKERS SHOULD DE TRAINED IN OR OTHER MEANS (BY OTHERS) THE PROPER ERECTION PROCEDURES TOR ALL JOBS. MAY BE USED TO ATTACH INSULATION (BEFORE EAVE CLOSURE FLASHING IS ATTACHED) NOi E: ROOF PANED _ FOLD INSULATION BACK ONTO J/ - - ----------__ ITSELF FOR COMPRESSION r----- BETWEEN EAVE STRUT AND ' ROOF PANEL IT MUST NOT BE i ----------------- EXPOSED TO THE WEATHER. INSULATION , EAVE CLOSURE FLASHING ~ `• FECt f G C i� J •to EAVE STRUT rT.�,`A4,J 1` eF j TODOUBLE USESIDED TOTAPE SECURE IINSULBY )ATIDN. `i:� <�1�,LI-L 4`/:`�1T,L• - I i WALL PANEL FLASHING ' ' TRIM INSULATION AND T�c OR cl r 1 TURN VINYL BACK. INSULATION �J ME UST NOT BE EXPOSED TO WEATHER. SUGGESTED INSULATION ATTACHMENTS AT EAVE IN01 /o/pa -7 AA N0. REVISIONS MADE CK'D I DATE JENGIRI DATE N0. REVISIONS MADE CK D DATE ENGR DATE DRAWING SUBMITTAL srATus SCALE: NONE DATE BUILDER :GFI Metol Building Soles "RICA. ..IL.1N.S FOR CONSTRUCTION DRAWN BY: MBS 10/13;14 FOR APPROVAL CHECKED BY: TR 10 13 14 CUSTOMER Si nWorks FOR PERMIT ONLY / / g AM [ ] FOR PRELIMINARY DESIGN gppD BY: 10/13/14 LOCATION :Queensbury NY DRAWING. REv.NO. CAD eY: NUMBER' A14170323A SED-006 0 USE WOOD BLOCKING TO ELEVATE .AND SLOPE THE PANELS IN A MANNER THAT WILL ALLOW MOISTURE TO DRAIN. WOOD BLOCKING PLACED BETWEEN PANEL BUNDLES WILL PROVIDE ADDITIONAL AIR CIRCULATION. COVER SAFETY PRECAUTION DDN'T ALLOW BLOCKING TO BE A 6 �—2 x THE AREA BENEATH PANELS WITH POLYETHYLENE A TARPAULIN TO 50UARE PURLINS FALLING HA?ARD TO THOSE BENEATH SQUARE / PREVENT DIRT AND DEBRIS FROM ENTERING FEMALELE SEAM. THE ROOF. 1ORKERS SHOULD WEAR 2'•, WOOD BLOCKING OSHA APPROVED HARD HATS. 1 Lbw Ett PRECAUTION MAJN A CLEAN AND RDD ORDERLY WORK AREA BRACING F RIGID FRAME 2" NOTCH 2" NOTCH RIGID FRAME QptJ , PT PURLIN SPACING Y SAFETY PRECAUTION PURLIN SPACING + 2" STAY WELL D CLEAR OF ALL LOADS BEING MOVED BY ANY TYPE OF LIFTING DEMCE.MOv1 KEEP HANDS AND FEET Straight Purlins y CLEAR OF uONNG LOADS. 9 P tins afe 0 necessity. Zee SeCliOnS hove 0 natural tendency l0 r011 out a( plane and deflect horizontally. This must be corrected by forcing the purlins into proper plane 7 WOOD BLOCKING and spacing. Wood blocking is recommended as one method to accomplish this. Typical construction of wood blocking is s�� b'��2 v1i„minimum board size should be used. Refer to the cross section framin ' IT s,,t)mt C"d pb`ri_te,It the building to determine the purlin size and spacing. Meosure ti€p1,r)1tin•1 d^ ;nq"tih,in board accordingly. PANEL BUNDLE tl�+ ,,.1Dogr".on Purfn Block'no POLYETHYLENE OR TARPAULIN THE FIRST STEP IN THE SUCCESSFUL INSTALLATION OF THE ROOF WALLS IS HAVE THE Before installing the roof panels and insulation, be certain that the purlins are straight and of 90' +' } BE USED WHEN ERECTING THE STRUCTURAL STEEL. � V �� Y PRIMARY FRAMING PLUMB AND SQUARE. FOR 9 RESULTS, IT IS RECOMMENDED THA T A TRANSIT to the slope of the roof. Use wood blocking to assist with purlin alignment if adjustment is '17 A- � BE SURE TO READ THE GENERAL ERECTION GUIDE PRIOR TO COMMENCING ERECTION. needed. Start with one row of temporary blocking in the center of the bay. Use additional rows i; ^ �' 7 1 T of blocking i( needed to maintain straight purlins. As sheeting progresses to within one panel 'FT' r. width of the blocking it should hold the purlins in olignment allowing the blocking to be removed. PANEL STORAGE RC51 BUILDING ALIGNMEIIT Move blocking to next boy as the erection progresses. � STANDING SEAM SA GAEA01 9 PURLIN BLOCKING •,�F; GE02 "•„�Sq -,.ems 1'-A. - AA /. _ 1 •-_ ••IF CONJUNCTION USE REINFORCED PANEL CUP(STEN) CUP ATTACHMENT Rif STANDING SEAM II PANEL ROOF SYSTEM HAS UNiOUE SIDELAP SEAMS WHICH ENGAGE THE ADJACENT Tj g�A2 IN CONJUNCTION WITH SSPE-_IN DESIGNATED vT? „r ROOF PANEL BUNDLE SPREADER BAR AREAS. SECONDARY MATERIAL PANEL TO FORM A TIGHT PENETRATION FREE CONNECTION. THE PANEL IS ATTACHED TO THE (LOCATE OVER RIGID FRAME) ••SSPC-2T THICKNESS FASTENERS SUPPORT FRAMING BY A SPECIAL STANDING SEAM II PANEL CLIP WHICH IS INTERLOCKED WITHIN - If`s�`[^^:�;;= W/TBIT THERMAL BLOCKS THE SEAM AND FASTENED TO THE PURLIN WITH SELF-DRILLING FASTENERS. THE PROPER INSTALLATION 16 CA-- 12 GA (2)112 X 1 1/4 SDHH ROOF FASTENER OF THE PANEL WILL REQUIRE TOOLS SPECIALLY DESIGNED FOR THIS PURPOSE. _ sArett PRECAUTION: _ ---- - -- - ••SSPC-1 W/0 THERMAL BLOCKS 17 GA- 1/{ (2)F12 X 1 1/4 SDHH74 n14X1 SDRF OR R __ - E ECTION NOTES: STAY WELL IN THE CLEAR Dr LOADS _ -- - D 1 4 - 1 2 14x1 SDHHW ILLUSTRATED BELOW ARE THE TOOLS USED ON A STANDING SEAM ll ROOF PANEL SYSTEM. j.��B� BEING MOVED BY ANY TYPE LIFTING - 'L ,fT /- /• [2)R12 X 1 7/2 SOHHTS 'r1 �� U( AND Ff BE SURE To KEEP HANDS — •NCIe: 1. ALL AREAS WHERE MASTIC IS TO BE APPLIED SHO D BE WIPED CLEAN WITH A MILD AND rEEi CLEAR OF MOVING LOADS. 1 / Faclocy-.1-3 iobs(Fu Rolin9)may Y onv�r oaa;I:onol or e.Ha.anl Iuslencrs BAFTEY PRECAUTION: DETERGENT OR AN ALL PURPOSE CLEANER BEFORE MASTIC APPLICATION. THIS WILL r' a clips. USE ENECORRECT TOOL FOR ENSURE A GOOD SEALING SURFACE AND IMPROVE WEATHER TIGHTNESS. DETAIL A" 1 �i EACH JOB. 2. THE BLANKET INSULATION MANUFACTURER RECOMMENDS THAT DOUBLE SIDED TAPE RIGID FRAME PURLINS BLOCKING BE USED TO SECURE THE INSULATION TO THE EAVE. THE METAL BUILDING SUPPLIER (FR PREVENT PURLINS IS NOT RESPONSIBLE FOR THE INSTALLATION OR ATTACHMENT OF THE INSULATION. PACKAGE�` FROM ROLLING OVER -' � ' UNDER WEIGHT OF 4 THERMAL BLOCK 3. DQ NOT USE THE DIMPLES IN THE END OF THE PANELS TO LOCATE FASTENERS AT PANEL PACKAGE.) SEAM CLOSURE TBIT STANDING SEAM II MIRROR LOCKING CLAMP STANDING SEAM II DUCKBILL VIS GRIPS DESEAMER THE EAVE. DIMPLES ARE FOR THE FASTENERS AT THE PANEL ENDLAPS ONLY. PURLIN STANDING SEAM II PANEL CLIP SC-0 ET-S2PM ET-SSPLC ET-52PVG ET-S2PD5 4. ALL EXPOSED FASTENERS SHOULD PENETRATE THE SEALANT FOR THE MOST (SEE RC69EA) (SEE RC66EA) (SEE RC65EA) (SEE RC76EA) WEATHER TIGHT CONNECTION. DETAIL "A" RAFTER 5. WHEN FIELD CUTTING PANELS OR TRIM DO NOT USE ABRASIVE SAWS OR OTHER TO FACILITATE THE HANDLING OF THE ROOF PANELS, PANEL BUNDLES CAN BE LIFTED CUTTING METHODS WHICH PRODUCE HOT METAL PARTICLES OR BURN THE CUT EDGES. AND PLACED ON THE ROOF IF LOCATED AT A RIGID FRAME AND WITH BLOCKING IN PLACE TO THESE METHODS WILL DAMAGE THE PAINTED AND GALVALUME FINISH AND VOID ANY ® PREVENT THE PURLINS FROM ROLLING OVER. DO NOT SLIDE BUNDLED PANELS ALONG ROOF WARRANTIES. USE DOUBLE CUT SHEARS, NIBBLERS OR OTHER CUTTING DEVICES FRAMING. LIFTING BUNDLED SHEETS, MAKE CERTAIN THAT THE BUNDLE 15 ADEQUATELY STANDING SEAM STANDIN SUPPORTED., AS WHICH DO NOT PRODUCE HOT METAL PARTICLES DR BURNED EDGES. AS A RULE WHEN LIFTING, NO MORE THAN 1/3 OF THE LENGTH OF THE PANEL SHOULD BE LEFT UNSUPPORTED. STANDING SEAM LAP STIFFEN R METAL EAVE CLOSURE METAL OUTSIDE CLOSURE REFER TO ERECTION DRAWINGS FOR THE ROOF PANEL MARKINGS AND STAGE SSLS-1 SSMC-1 SSMC-O BUNDLES ACCORDINGLY. THIS WILL MINIMIZE PANEL HANDLING AND SPEED THE ERECTION STANDING SEAM PANELS IN GENERAL ARE KNOWN FOR THEIR TENDENCY TO RUMBLE PROCEDURE. IN HIGH WINDS IF INSULATION IS NDT USED.STANDING SEAM 11 AND 360 ARE NO DIFFERENT. SA'—PRECAUTION: STANDING SEAM II SEAMING MACHINE STANDING SEAM INSTALLATION CLAMP CLAMPDSEAMER UNDER NO CIRCUMSTANCES SHOULD STANDING SEAM 11 OR 360 BE USED WITHOUT BLANKET ALWAYS WEAR GLOVES WHEN ET-S2PLS/ET-S2PRS INSULATION BETWEEN THE PANEL AND THE PURLIN/BAR JOIST. HANDLING MATERIALS. ET-SSPLC ET-S2PC5 (SEE RC35EA) (SEE RC70SA) (SEE RCOIAEA) PANEL STORAGE ON ROOF RC54 BASIC PARTS AND PIECES RC61 STANDING SEAM II ERECTION TOOLS RC62 ERECTION NOTES — STANDING SEAM RC91 AA STANDING SEAM 11 EA EA SA NOTE: PANELS ARE DIMPLED AT BOTH THE STANDING SEAM ROOF PANELS HAVE B%N DESIGNED SO THAT BOTH SIDES OF A GABLED BUILDING CAN BE SHEETED SIMULTANEOUSLY. IF THE OOF OF THE BUILDING IS SYMMETRICAL ABOUT THE RIDGE SAFETY NOTES: ENDS. DIMPLES ARE USED FOR THE SHEETING CAN BEGIN AT EITHER ENDWALL. HOWEVER, IF THE BUILDING IS NOT SYMMETRICAL ABOul FASTENER LOCATIONS AT THE THE RIDGE OR IF THE BUILDING IS SINGLE SLOPED FROM THE EAVE TO EAVE, THE SHEETING MUST THE METAL BUILDING SUPPLIER STRONGLY RECOMMENDS THAT SAFE WORKING CONDITIONS AND FACTORY APPLIEDA"A1_ DE—TAJL—_B-- PANEL ENDLAPS ONLY. PRECAUTION T1oH SAFETY PRECAUTION BEGIN AT THE ENDWALL INDICATED ON THE BUILDING ERECTION DRAWINGS. ACCIDENT PREVENTION PRACTICES BE THE TOP PRIORITY ON ANY JOB SITE. MASTIC 00 NOT SEEP ON RIB or DD NOT STEP ON PANELS PMJEI ALWAYS STEP ON UNTIL FULLY SECURED WITH SIDEWALL FIAT SURFACE. fENERS. LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP ENSURE WORKER SAFETY. 52R MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A SHEETING DIRECTION BUILDING. EMERGENCY TELEPHONE NUMBERS, LOCATIONS OF FIRST AID STATIONS AND EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. STANDING SEAM II PANEL IDENTIFICATION MARK NUMB R S2P DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES, THE USE OF HARD HATS, RUBBER SOLE SHOES —� �— FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERIAL AND SAFETY NETS WHERE POSSIBLE FEMALE EDGE MALE EDGE EXAMPLE S2R 24-30.0 CLOF RIDGE ARE RECOMMENDED ERECTION PRACTICES. STANDING SEAM II ROOF PANE I 30'-0" IN LENGTH THE METAL BUILDING SUPPLIER INTENDS THAT THESE DRAWINGS BE INTERPRETED AND DETAIL "A" DETAIL "B" 24 GAGE ENDWALL ADMINISTERED WITH SOUND JUDGMENT CONSISTENT WITH GOOD SAFETY PRACTICES. NOTCHED RIGHT SIDE LOCATION ALL SAFETY PRECAUTIONS, OSHA SAFETY REQUIREMENTS, OR ANY OTHER APPROPRIATE SAFETY END STANDING SEAM It IS 6 B G S2P REQUIREMENTS, CUSTOMARY OR STATUTORY, MUST BE ADHERED T0, TO ENSURE MAXIMUM WORKER C. o B I SAFETY. RIDGE IF OIL OR OTHER SLIPPERY SUBSTANCES ARE SPILLED ON THE ROOF PANELS, WIPE THEM OFF OJ S2L IMMEDIATELY TO PREVENT SLIPPING OR FALLING. S2P52L S2R s 5 I YOU SHOULD MAINTAIN A FIRM, SAFE POSITION WHEN USING ANY TOOL. THE STANDING SEAM II PANELS MAY BE DELIVERED WITH THREE DIFFERENT MARKING PREFIXES. PANELS MARKED AS S2P WILL BE VOID OF ANY NOTCHES IN THE SEAM AND WILL BE THE RIDGE — YOU SHOULD MAINTAIN A CONSTANT AWARENESS OF YOUR LOCATION IN RELATION TO THE ROOF EDGE PANEL OF ANY SINGLE OR MULTI-PANEL RUN. PANELS MARKED S2L AND S2R WILL BE NOTCHED WHEN USING TOOLS AND MACHINES OR PERFORMING ANY OTHER FUNCTION ON THE ROOF AREA. EAVE FOR PANEL ENDLAPS ON THE UPPER END, AND WILL BE THE EAVE PANEL OR THE INTERMEDIATE SIDEWALL FEMALE PANEL OF MULTI-PANEL RUNS, AND WILL BE LOCATED ON THE LEFT AND RIGHT SIDE OF THE PANEL STAGGER LAYOUT - DO NOT UNDER ANY CIRCUMSTANCES STEP OR WALK ON THE SURFACE OF ANY FIBERGLASS SKYLIGHT.EDGE RIDGE RESPECTIVELY. TO ASSURE A WATER TIGHT CONNECTION, STANDING SEAM ENDLAPS IF FOOT TRAFFIC IS NECESSARY OVER SKYLIGHT, USE WALK BOARDS THAT ARE PROPERLY SUPPORTED ARE DESIGNED TO BE STAGGERED FROM ONE PANEL RUN TO THE NEXT. BY THE BUILDING PURLINS. SEE ERECTION DRAWING FOR PROPER ENDLAP LOCATIONS. TYPES OF STANDING SEAM PANELS S21? - NOTCHED FOR PANEL LAP, LOCATED ON RIGHT SIDE OF RIDGE PANEL MARKING AND NOTCHING RC63 DIRECTION OF ROOF PANEL ERECTIONRC64 SAFETY COMMITMENT S2L - NOTCHED FOR PANEL LAP, LOCATED ON LEFT SIDE OF RIDGE STANDING SEAM II EA STANDING SEAM GE70 S2P - UNNDTCHED, LOCATED ON EITHER SIDE OF RIDGE SA AA NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK D DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE STATUS [#] FOR CONSTRUCTION DRAWN BY: MBS 10/13/14 BUILDER :GFT Metol Building Soles [ ] FOR APPROVAL CHECKED BY: TR 10/13/14 CUSTOMER Si nWorks [ ] FOR PERMIT ONLY g AMERICAN ' BUILDINGS [ ] FOR PRELIMINARY DESIGN APPD BY: 10/13/14 LOCATION :Queensbury NY DRAWING. REV.ND. CAD BY: NUMBER' A14FO323A SED-007 0 SAFELY PRECAUTION INSULATION HAS NO LOAD BEARING AS YOU ARE SETTING EACH PANEL, INSTALL THE EAVE CLOSURE AS PER THE FOLLOWING INSTRUCTIONS STRENGTHAPpR.IAAi S'C'V BODY WEIGHT INSULATION STANDING SEAM II ON SECURED RED SCAFFOLDING OR (BY OTHERS) TAPE MASTIC EAVE SUPPORT FLASHING STANDING SEAN 11 PANEL (MALE RIB) SECURED ROOF PANELS. 3/4 TM PANEL (MALE RIB) INSIDE METAL CLOSURE rMASTIC MASTIC PAPER BACKING STRUCTURAL FASTENER(S) (NOTE MASTIC LOCATION) 3/4 TM 3 4 TM IAASTIC / / INSIDE METAL INSIDE METAL CLOSURE 3/4 TM SSMC-I 1 CLOSURE SSMC-I EAVE CLOSURE FLASHING `n ROOF FASTENER n MASTIC TAPE MASTIC WALL FASTENER(S) - �A '14X1 f', l �3/4 TIA I I ROOF FASTENER ' STP 1. APPLY TAPE MASTIC TO TOP SIDE OF METAL '14X1 EAVE CLOSURE FLASHING WALL FASTENER(S) CLOSURE. DO NOT REMOVE THE PAPER STEP 2. POSITION CLOSURE UNDER MALE RIB AND BACKING. E 3. LIFT PANEL AND INSTALL THE INSIDE FASTENER, ./ IN THE OUTSIDE FASTENER THROUGH STEP EAVE SUPPORT \-STRUCTURAL CAULK THE PRE-PUNCHED HOLES. REMOVE THE PAPER FROM THE MASTIC AND STRUCTURAL FASTENER(S) PRESS THE PANEL FIRMLY IN PLACE. 8 FLASHING SSCK-1� WALL PANEL STANDING SEAM II (MALE RIB) (FEMALE RIB)) WALL FASTENER(S) ROOF FASTENER PANEL (FEMALE RIB) INSIDE METAL ® \` //14X1 CLOSURE SSMC-I ROOF FASTENER �IJ) ROOF FASTENER OUTSIDE CLOSUREJ (TYP. U.N.) e (TYP. U.N.) ROOF FASTENER MASTIC '14X1L14X1 (TYP. U.N.) EAVE STRUT A3/4 TIA '14X1 .. 1 / R PRIOR TO THE INSTALLATION OF THE FIRST ROOF PANEL, THE SIDEWALL AND ENDWALL SHEETING Is 'Zi. WALL PANEL SHOULD HAVE BEEN COMPLETED AND THE ROOF INSULATION STARTED. START A LINE OF gg ARCH. WALL PANEL 3/4" X 3/16" TAPE MASTIC DOWN THE EAVES AS SHOWN ABOVE. LEAVE THE PAPER BACKING U SHOWN. OTHERS ON THE TAPE UNTIL THE ROOF PANEL IS READY TO BE SECURED. SIMILARIMILAR EAVE STRUT STEP 4. INSTALL EAVE FASTENERS IN THE FLAT OF THE STEP 5. INSTALL THE NEXT PANEL RUN AND REPEAT PANEL IN THE CORRECT PATTERN. INSTALL STEPS 1 - 4. BE SURE TO INSTALL A A FASTENER THROUGH THE SIDE OF THE ROOF FASTENER INTO THE SIDE OF THE NEXT A PROPERLY COMPLETED RIB CLOSUR CLOSURE AS SHOWN ABOVE. APPLY CAULKING PANEL AS SHOWN ABOVE. MASTIC AND INSULATION APPLICATION AT EAVEEA28 TO THE INSIDE FACE OF THE SEAM OVER THE INSIDE METAL CLOSURE INSTALLATION EA36 OUTSIDE CLOSURE WITHOUT THERMAL SPACERS AB STANDING SEAM II EA STANDING SEAM PANEL PURLINS STANDING SEAM PANEL 6" MINIMUM BUTYL CAULK 6" UP MALE RIB SSCK-1 SLIP ANGLE CLIP EAVE STRUT INSULATION ROOF TRIM FASTENER(S) (TYP.) 1 PER PURLIIJ INSULATION LOCATION USE AFPRCVED PE OFFS.NETTING CAUTON (SEE DETAIL EA26/SA) GL-21 OR RNLS WHEN WORKING ON ROOF '14X1 EAVE TRIM SURFACES. �o ---------------------- NOTE: 6 GABLE ANGLE WALL PANELS OMITTED RAKE SUPPORT RAKE SUPPORT FOR CLARITY. ANGLE ANGLE \ RSA-I STRING LINE INSTALLATION OF THE FIRST PANEL BEGINS BY PURLIN PANEL CLIP I FASTENING PANEL CLIPS AT EACH PURLIN (EXCLUDING THE EAVE STRUT) ALONG THE RAKE. O BEFORE ATTACHMENT, BE SURE SLIDING PORTION / PURLIN OF CLIP IS CENTERED ON THE CLIP BASE . ESTABLISH GABLE ANGLE GABLE ANGLE A STRAIGHT LINE BY PULLING A STRING OR THIN STRING LINE GA-1 WIRE FROM THE EAVE STRUT TO THE RIDGE ALONG `.� SLIP ANGLE CLIP ENDWALL RAFTER THE OUTSIDE EDGE OF THE GABLE ANGLE ON BOTH SIDES OF THE BUILDING. THE LINE SHOULD BE AS AFTER INSULATION IS IN PLACE ALIGN RAKE SUPPORT ANGLE (RSA-1) WITH RAKE GABLE CLOSE TO THE EDGE OF THE BUILDING AS ANGLE. HOOK SLIP ANGLE CLIP (CL-21) OVER VERTICAL LEG OF RAKE SUPPORT ANGLE POSSIBLE WITHOUT OVERHANGING THE EDGE OF INSULATION OMITTED AND ATTACH SLIP ANGLE CLIP TO GABLE ANGLE AT EACH PURLIN LOCATION AS SHOWN. THE GABLE ANGLE. MEASURE THE DISTANCE OF FOR CLARITY PRE-PLAN STARTING AND FINISHING PANEL CUTS SO THAT A 6" MINIMUM PANEL FLAT IS THE STRING LINE FROM CENTERLINE OF THE FRAME EAVE STRUT ✓ ACHIEVED TO ALLOW PROPER INSTALLATION OF RAKE TRIM. UNLESS NOTED DIFFERENTLY ON BOTH SIDES OF THE RIDGE TO VERIFY EQUAL GABLE ANGLE PURLIN ON THE BUILDING ERECTION DRAWINGS, EXTEND THE LOWER END 3" PAST THE BACK SIDE DISTANCES. SET CLIPS FLUSH TO THE STRING LINE AND OF THE EAVE STRUT (A STRING LINE EXTENDED OUT FROM THE EAVE STRUT WILL HELP SECURE TO PURLIN WITH TWO FASTENERS. THE IMPORTANCE EAVE CLOSURE FLASHING S KEEP THE PANEL OVERHANG STRAIGHT). REMOVE PAPER BACKING FROM APPROXIMATELY OF HAVING A STRAIGHT AND SQUARE FIRST PANEL RUN MUST O 2 FEET OF EAVE MASTIC AND INSTALL ACCORDINGLY. NOT BE OVERLOOKED AS IT WILL DETERMINE THE COURSE OF SF-F" FUTURE PANELS. FIRST PANEL INSTALLATION UNIVERSAL RAKE RC11 CLIP INSTALLATION ALONG CUSTOM RAKE RC10 STANDING SEAM EAVE SUPPORT FLASHING SA STANDING SEAM SA NOTE: REVIEW EAVE TRIM DETAILS 3 IF FLANGE BACK GUTTER IS TO BE STANDING SEAM II PANEL PANEL CLIP 3 USED AS THIS OPTION CHANGES THE STANDING SEAM II PANEL 12 3 LOCATION OF THE MASTIC. STANDING SEAM CAULK 2" SSCK-1 FEMALE RIB 3' 2" FASTENER (TYP.) INSULATION 2"3- (SEE DETAIL EA26/SA)>!! 3 #14X1 STANDING SEAM PANEL '14X1 ------------------------------------� SAFETY PRECAUTION �"` l I - "�•�., aDHC NOS UNTIEP L WITH FASTENERS.NFULLY SECU PANEL NEAR CD �% l•� ".-mss+.y •<`/�r�Y�1t v PURLIN J i•r f GABLE ANGLE r4 .., d I.4 is- TAPE ROOF TRIM FASTENER(S) MASTIC '14X1 `� PANEL CLIP GA-1 3.n ! Cl':'1I11L•� 1,�II d ENDWALL RAFTER r is EAVE SUPPORT THE FIRST RUN OF PANELS IS NOW READY TO BE INSTALLED. BEGIN WITH THE EAVE PANEL. s:;`h � Z�\;V`. a 441 ?EAVE CLOSURE FLASHING FLASHING HOLD THE PANEL VERTICALLY WITH THE MALE EDGE UP AND THE FEMALE EDGE AT THE e i CLIP. HOOK THE FEMALE EDGE OF THE PANEL OVER THE INSTALLED PANEL CLIPS. UNLESS Nt ff° EAVE STRUT NOTED DIFFERENTLY ON THE BUILDING ERECTION DRAWINGS, EXTEND THE LOWER END 3" PAST "� /1�•. 1�i?C�5'L1G F' S�"'DIMPLES, FOR PURLIN THE BACK SIDE OF THF FAVF STR T (A STRING LINE EXTENDED OUT FROM THE EAVE STRUT .v�`--,.` _ �5,.,,� •`LOCATING FASTENERSEAVE TRIM WILL HELP KEEP THE LINE STRAIGHT). REMOVE THE PAPER BACKING FROM APPROXIMATELY _..;r n ;}^ IN ENDLAPS ONLY S 2 FEET OF THE EAVE MASTIC. ROTATE THE PANEL IN PLACE. PRIOR TO INSTALLING NEXT PANEL `J Cj'l OL' tJOj� GABLE ANGLE CAULK MALE PANEL RIB FROM PANEL END UP TOWARD RIDGE SIX INCHES. REPEAT THIS CAULKING `'•w"�-,_-v ;;_ '` ON EACH MALE PANEL RIB. FASTENER INSTALLATION AT EAVE STRUT EA26 FIRST PANEL INSTALLATION CUSTOM RAKE 10�13 /'1(� STANDING SEAM ROOF SA 1/2 INSIDE METAL CLOSURE RC 1 Z G EAVE STRUT STANDING SEAM II EA N0. REVISIONS MADE CK•D DATE ENGR DATE N0. REVISIONS MADE CK•D DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE STATUS [#] FOR CONSTRUCTION DRAWN BY: MBS 10/13/14 BUILDER :GFI Metal Building Sales [ ] FOR APPROVAL CHECKED BY: TR 13 CUSTOMER Si nWks J� [ ] FOR PERMIT ONLY 10/ /14 gorAMERICAN l BUILDINGS [ ] FOR PRELIMINARY DESIGN APPD BY: 10/13/14 LOCATION :Queensbury NY DRAWING, REV.NO. cnD BY: NUMBER' A14FO323, SED-008 0 NOTE : BEFORE ANY MASTIC !S APPLIED. CLEAN PANEL SURFACE OF ANY DIRT AND OIL. 0 IT—SSPLC —0 OUTSIDE METAL EDGE OF RIDGE ---UPPER STANDING SEAM PANEL L CKING CLAMPS FLASHING SCA SEAM CLOSURSTANDING SEAM—� CLOSURE STANDING SEAM CLOSURE SSMC-0 STANDING SEAM OUTSIDE SC-0 METAL CLOSURE SSMC—O TAPE MASTIC T NCCONTINUOUS TI OUS 3/4 TM BUTYL CAULK SSCK—I SETTHE SEAM CLOSURE I- SACK FROM THE RIDGE COVER FLASHING USE RIDGE FLASHING AS A GUIDE TO DETERMINE IAVL MASTIC CORRECT LOCATION OF SEAM CLOSURE. 3/4 T1.4 LOWER STANDING SEAM PANEL STEP I INSTALL CAULK ON BOTH SIDES OF STEP 2. INSTALL 3/4 X P� 3L/I6 TAPE MASTIC STEP 3. INSTALL METAL CLOSURE FLUSH STEP 4. COMPLETE THE INSTALLATION BY F SEAM AS SHOWN ABOVE. POSITION ACROSS NEL ATAND OVER RIB WITH EDGE OF MASTIC_ SECURE RUNNING 3/4 X 3/16 TAPE MASTIC Clamp mole ribs at endl.p prior to installing fasteners A SEAM CLOSURE OVER CAULKED SEAM AND CLOSURE. KEEP RUN OF MASTIC IN PLACE WITH (6)}/14X1" ROOF CONTINUOUS ALONG TOP EDGE AND ENSURE FIRMLY IN PLACE. INTACT FOR PLACEMENT ON NEXT FASTENERS IN PRE—PUNCHED OF CLOSURE ASSMBLY. RE A SMALL AMOUNT OF BUTYL PANEL. HOLES. CAULKING SQUEEZES OUT FROM ENTIRE UNDER SIDE OF THE IT SC—TO 0 THE ROOF OSURE TPANEL. SEAM O PROPERLY SEAL CLOSURE AND OUTSIDE METAL CLOSURE INSTALLATION RC34 CLAMPING DETAIL AT ENDLAP STANDING SEAM rim] SA STANDING SEAM 11 EA STANDING SEAM 11 DUCKBILL VISE GRIPS I'Z' ET—S2PVG PULL BACK 2 o PV G 'L'" Uu"O'LL V'�"` PULL STANDING TANDING SEA. PANEL STANDING SEAM 11 DESEAMER ET—S2PDS STANDING SEAM 11 PANEL Position vise grips as shown and squeeze handles together to seam panel. This tool may also be used at female leg at endlop during panel lop The Standing Seam 11 deseamer is used in the event a panel is damaged. The deseomer installation (position vise grips as shown before installing any fasteners). is hooked under the femole leg of panel at seam and pried apart by pulling bock on handle sepo rating the female leg from the seem without damaging any of the snaps on the mole leg. STANDING SEAM 11 DUCKBILL VISE GRIPS RC65 STANDING SEAM 11 DESEAMER F_R_C7 6-1 EA EA C.- A P rr i. to — NO. REVISIONS MADE CK*D DATE ENGRI DATE NO. REVISIONS MADE_CK'D ffA_TEDATE TE DRAWING SUBMITTAL SCALE' NONE DATE STATUS BUILDER :GFI Metal Building Soles [*] FOR CONSTRUCTION DRAWN BY BS 10/13/14 BY. MBS FOR APPROVAL C. FOR PERMIT ONLY CHECKED By'. TR 10/13/14 CUSTOMER :$ignWorks AMERIC.AN BUILDINGS FOR PRELIMINARY Y S DESIGN APPI BY. 10/13/14 LOCATION :Queensbury NYT REV.NO. CAD BY:I �323A SED-009 STANDING SEAM 11 PANEL I SEAMING (FEMALE LEG) FACTORY APPLIED MASTIC MACHINE�� SEAMING MACHINE STANDING SEAM PANEL (LEFT HAND) ET—S2PLS BUTTON UNLOCKED BUTTON (RIGHT HAND) ET—S2PRS (MALE EDGE) SEAMING MACHINE � ET—S2PLS (LEFT HAND) BASE OF ET—S2PRS (RIGHT HAND) STANDING SEAM II MIRROR y STANDING SEAM 11 PANEL ANGLE TILTED ET—S2PM (MALE LEG) LOCKED BUTTON STANDING SEAM II FIGURE 1 PANEL I 6 11 INCORRECT POSITION SEAMING MACHINE ---BASE OF ANGLE FLAT ALIGN SEAMING MALE RIB AS SHOWN ITO INSNE URE E _G BUTTON A PROPER SEAMING TECHNIOUE PURLIN AND TO PREVENT DAMAGE OF THE FIGURE 2 FEMALE SEAM STANDING SEAM PANEL FIGURE 3 (MALE EDGE) SEAMING MACHINE ET—S2PLS (LEFT HAND) In preparation of the seaming operation, Seem the two panels together by pushing [ ET—S2PRS (RIGHT HAND) ------------------------------- move the seam machine onto the unlocked down on the handle of the seaming machine seam by leaning the handle away from the until the panels ore heard to snap. Move / STANDING SEAM II PANEL operator as indicated in Figure 1. Rotate the machine forward approximately B to 12 the seomer bock into the working position inches and repeat the seaming procedure. Use the Standing Seam II mirror to verify that the seam has been completely snapped on the seam d shown in Figureed 2 with the Continue the procedure for the full as indicated above. Repeat the installation lifting shoe under the bottom edge of the length of the panel as shown in Figure 3. p procedures for the remaining panel mole seem. CORRECT POSITION runs. Be sure to measure stroightness of panel runs frequently, especially with lapped panels. DETAIL AT SIDELAP RCOI STANDING SEAM II SEAMING APPLICATIONS RC36STANDING SEAM II SEAMING MACHINE RC68 STANDING SEAM II MIRROR RC69 STANDING SEAM 11 EA EA EA EA THE STANDING SEAM 11 PANEL CLIP HAS 0.125-0 HOLES IN THE TAB TO ALLOW FACTORY APPLIED STRUCTURAL FASTENER(S) 2 REOUIRED PER CLIP CAULK IN PANEL TO SEEP THROUGH FORMING #12X1 1/4 SDHH �� STANDING SEAM II PANEL A WEATHERTIGHT SEAL. REINFORCING STANDING SEAM II PANEL SEAM CLAMP RSC REINFORCING MID—SPAN OF PURLINS ' SEAM CLAMP RSC REINFORCING PANEL CLIP STANDING SEAM 11 PANEL AT CLIP SEAM CLAMP (MALE EDGE) LOCATIONS RSC AT CLIP PANEL CLIP I LOCATONS PANEL CLIP PANEL CLIP SSPC-- i PURLIN CLIP FASTENER PANELCLIP SSPC-1 AT HIGH SIDE EAVE ONLY ___________ ________________ STANDING SEAM If—/ PANEL PURLIN NOTE THE CLIP IS THEN INSTALLED OVER THE LEADING OR MALE EAVESTRUT BE CERTAIN THE SLIDING PORTION EDGE OF THE PRECEEDING PANEL. MAKE SURE THAT THE OF THE CLIP IS CENTERED ON CLIP TAB IS IN POSITION TO SUPPORT THE RIB. SECURE HOOK TAB OF CLIP OVER MALE LEG OF PANEL AND PUSH DOWN INTO POSITION, SECURE THE CLIP BASE. THE CLIP TO THE PURLIN WITH TWO STANDING SEAM CLIP CLIP TO THE PURLIN WITH TWO $12 X 1 1/4 SDHH FASTENERS. A GAUGE SHOULD BE USED FASTENERS. TO MAINTAIN PANEL MODULE. INSTALLATION OF PANEL CLIP RC67 TYPICAL CLIP ATTACHMENT TO PURLIN RC17 REINFORCING SEAM CLAMP DETAIL RC04 REINFORCING SEAM CLAMP MID—SPAN OF PURLINS DETAILFR—CO-4—Al STANDING SEAM II EA STANDING SEAM 11 EA STANDING SEAM II ROOF EA STANDING SEAM II ROOF EA REINFORCING SEAM CLAMP RSC STANDING SEAM a CLAMP SEAMER —�� ET—S2PCS STANDING SEAM 11 PANELS i i I I I I i O O O O O O OjTI ? 4y'�5' .y { %�'•6] After the Standing Seem II panels have been completely installed and ;.,J4L3,. snapped together, install reinforcing seam clomps at the designated e, -. ^`, 1 locations (see roof sheeting plan). The reinforcing seem clamp `'��-..=;,,, J•..r+7 should be placed on the panel seam as shown and then gently squeezed into place using the clamp seomer (see details a and b). DETAIL A DETAIL B - Core should be token to ensure that reinforcing sea,^ clomps are completely engaged on the panel seam. REINFORCING SEAM CLAMP INSTALLATION RC01A STANDING SEAM II EA NO. REVISIONS MADE CK•D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGRI DATE DRAWING SUBMITTAL LE: NONE DATE STATUS SCA [#] FOR CONSTRUCTION DRAWN BY: MBS 10/13/14 BUILDER :GFI Metol Building Soles [ ] FOR APPROVAL CHECKED BY: TR 10/13/14 CUSTOMER Si nWOrks [ FOR PERMIT ONLY � g [ ] FOR PRELIMINARY DESIGN APPD BY: 10/13/14 rME"..N .UI1.IN.S LOCATION :Queensbury NY DRAWING. REV.NO. CAD BY: NUMBER' A74F0323A SED-010 0 First Panel Installation - (RC10SA) then (RC12SA at Custom Rake/RC11SA at Universal Rake) All Subseouent Panel Runs PURLIN (12X1 1/4 FASTENER OR PURLIN 1) Install panel/panels from eave to ridge/high eave, straight and square with the building. Be 7) Caulk the first 6" of the lop of male rib of the panel (RC11SA/RC12SA). PRE-DRILLED HOLE sure to overhang the panel at eave the correct amount. Install all panel clips 8) Loy panel in position next to previous panel. (RC67EA/RC18TA). If there are endlops, complete the endlops (RC06SA/RC07SA). 9) Position a small framing square at the 1'-0" mark on the eave. Align the center of the 2 ) Determine where the center line of the panel rib will fall, based upon the width of the starter (middle minor rib) of the panel with the edge of the square positioned at the 1'-D" mark. if 0` BUTYL CAULK panel. Mork o line on the vertical port of the eave flashing at this point. this is a Standing Seam 360 panel, hook the female leg to the mole leg of the preceding 6" UP MALE RIB l� PANEL CLIP SSCK-1 3) From the first vertical mark on the eove flashing, toy out the entire length of the building, panel the entire length (RCOITA), then align center of panel with edge of square. putting a mark on the vertical leg of the flashing at 1'-0" O.C.. These marks will be used as 10) Holding the middle of the rib at the edge of the square, push the panel uphill or downhill to the roof progresses to p p STANDING SEAM get the proper overhang amount (See Erection Drawings). This can be read right off the 1• STANDING SEAM p 9 position the pone] and to position the SSMC-I closure. 9 q typically PANEL PANEL 4) Mork the center line of all SSMC-I closures with a vertical mark. Install the first closure markings on the square. Note, the dimension shown is t call from face of eove strut. T? (EA36EA/EA36TA), with the mark on the eave flashing and the mark on the closure aligned. Subtract wolf panel depth for correct overhang from eove flashing. 5) Installed cove fasteners will pass through the panel, tape mostic, eave flashing and TFSE(T). 11) Once in position, install one fastener through the flat of the panel at the center of the flat. Fastener locotionis upslope from dimples at the end of the panel. 12)If Standing Seom II panel, the panel can now be seamed at this time (RC36EA). TAPE MASTIC _ 6 6) After the clips are installed on this first panel run, measure from the center of the fasteners 13)Install fasteners in panel flat from the center to completed seam and into the SSMC-I 3/4TM �UUL� which hold the panel clips to the purlins, at each panel endlop location and at the ridge/high closure. eave purlin, and put o mark on the top of the purlin at 2'-0" O.C.. Then put in one #12X1 14) Using another SSMC-I, install closure by aligning the mark in the center of the Closure, with 1/4" clip fastener or drill a small hole at each 2'-0" mark. These holes or fosteners will be the next 1'-0" mark on the eave trim (EA36EA/EA36TA). ERNE CLOSURE FLASHING used as the roof progresses to position the panel clips in these locations at a perfect 2'-D" 15) Install remainder of fasteners in coverage, thus maintaining module and panel flat towards newly installed SSMC-I, then install 9 9 pone) straightness/alignment. fastener from trapezoid into closure. TAPE MASTIC 16) Install panel clip at endlap or ridge/high eave location by either removing fastener or finding / _ FRAMING SQUARE the pre-drilled hole at 2•-0" increments and then installing the foslener through the panel clip INSIDE METAL CLOSURE �- (BY OTHERS) .� base into the pre-drilled hole. Then odd the second fastener to the clip. SSMC-1 SEE APPROPRIATE 17)Panel should now be straight and on module, and the balance of the clips can be installed. (SEE EA36EA FOR SSII)) FIRST PANEL SEE APPROPRIATE 18)If there is a panel endlop, you would next toy the overlapping panel, make up the endlap (SEE EA36TA FOR SS360) INSTALLATION DETAIL FIRST PANEL utilizing the suggested clam INSTALLATION DETAIL Ps (RC66EA/RC66TA). and put on the pone) clip at the next uphill " EAVE CLOSURE FLASHING \ pre-drilled location. Then till in the balance of the clips (RC67EA/RC78TA). EAVE STRUT `EAVE STRUT 19) Depending on insulation thickness and other job site variables• you may choose to lay out one or more additional purlins at panel midspons on these 2'-0" centers for proper clip/ponel PANEL MODULARITY AT CONNECTING PANEL RC71 PANELrILMODULARITY-ALL SUBSEQUENT PANEL RUNS RC72 STEP 1 STEP 2 STANDING SEAM II/360 SA STANDING SEAM II/360 SA TAPE MASTIC SAFETYSTANDING SEAM II PANEL SHOWN DO NOT STEP ON RIB OF PANEL. 3/4TM STANDING SEAM INSTALLATION CLAMP ALWAYS STEP ON FLAT SURFACE. 1 T ET-SSPIC STANDING SEAM 360 SIMILAR Z.` PURLIN I PURLIN 0'C Oy fRFOf IT STANDING SEAM If GAUGE PANEL NG SEAM STANDING SEAM ET-S2PGA Gf PANEL ' STANDING SEAM $ PANEL TAPE MASTIC 3/4TM EAVE CLOSURE FLASHING s y STANDING SEAM II EAVE CLOSURE FLASHING ROOF TRIM FASTENER( g The standing seam installation clamp will help keep roof runs on module and clamp e� PANEL (SEE DETAIL EA26/SA� 6� will remoin out of the work area when in use. This will not need to be used on �� ROOF TRIM FASTENER(S) 1 #14X1 6 every panel run but only when required to help modify sheets to stay within `�c'�o (SEE DETAIL EA26/SA) 3 tolerance. They are also adjustable to allow for broader ranges of corrections. 14X1 TF 9 q$j SEE APPROPRIATE FA$ 8 slipping the flat tob f T SEE APPROPRIATE a PPi t (located below the zi hinge point of the clamp) under the Nf FIRST PANEL fp seam of the root As on option, Standing Seam II panel gauges are available for use in addition R f FIRST PANEL panels and then squeezing the handles closed, the two base to pre-drilling of panel clips to aid in maintaining modularity. $ INSTALLATION DETAIL R fQ� $fQ INSTALLATION DETAIL angles grip the lower trapezoid of the panels and shorten the distance between P 9 P P fNOf, tfN the vertical legs of the roof sheets. When used at end laps and ridge/high eave Panel coverage gouges such as shown above will help to maintain correct coverage. EAVE STRUT Ef` STEP 4 EAVE STRUT locaions of the roof, you can manipulate the growth of the sheets caused by Place one of each end of the panel, one at midspon, and if applicable, one above the increasing amount of insulation being laid under roof systems. or below the lop. STEP 3 PANEL MODULARITY INSTALLATION RC73 STANDING SEAM INSTALLATION CLAMPRC70 STANDING SEAM II/360 STANDING SEAM II GAUGE RC77 SA STANDING SEAM II/360 SA EA THE STANDING SEAM GAUGE BAR CAN BE USED IN ADDITION TO THE PANEL MODULARITY INSTALLATION THE STANDING SEAM GAUGE BAR CAN BE USED IN ADDITION TO THE PANEL MODULARITY INSTALTHE STA14DING SEAM GAUGE BAR CAN BE USED IN ADDITION TO LATION THE PANEL MODULARITY INSTALLATION DETAILS (RC71SA/RC72SA/RC73SA). DETAILS (RC71SA/RC72SA/RC73SA). DETAILS (RC71SA/RC72SA/RC73SA). PANEL GAUGE (AS RECOMMENDED) STANDING SEAM PA14EL 4'-2 3z8" SHOWN, GAUGE BAR TYPICAL 2'-0" COVERAGE 2'-0" COVERAGE A PART A ___ ______ - STANDING SEAM GAUGE STANDING SEAM 7/8 PURLIN PANEL CLIP PART B A ✓'y.-�• . � r Et STANDING SEAM PANEL - - ------- ---— - ------ ENDLAP I PART B .�'1 SHEETING DIRECTION --- ------- ---- -- ----' y SAFETY PREPART GunONo STANDING SEAM GAUGE II---II y,,it r,�.,,,, ,--I, WIPE OIL AND OTHER SLIPPERY SUBSTANCES FROu ROOF PANELS. O PART B § J1I�I c DO NOT STEP ON RIB OF PANEL OR WITHIN 5 FEET OF UNSECURED EAVE STRUT \' PANEL END. USE OSHA APPROVED TIE OFFS.NETTMGS OR RAILS WHEN W COVERAGE G ROOF. PANEL COVERAGE GAUGES SUCH AS SHOWN ABOVE WILL HELP TO MAINTAIN CORRECT COVERAGE. s� ._ _....._._ _. _ +.5. PLACE ONE AT EACH END OF THE PANEL, GAUGE EACH PURLIN RUN AND ABOVE OR BELOW --- --- -- -- - __ ^` (,-32542 ,d'r. '✓f�,' THE ENDLAP. --- -- --- --- --- SECTION A-A PART A PART 6 A STRING LINE SET AT THE NEXT RAFTER IS RECOMMENDED FOR TAKING MEASUREMENTS BACK SHEETING DIRECTION - TO THE PANELS TO ENSURE THAT THEY ARE RUNNING STRAIGHT AND SQUARE. (1" X 1" X 1/8" TUBE) (1 1/4" X 1 1/4" X 1/8" X 3" ANGLE) `^.t_;``C? PANEL GAUGING RC41 STANDING SEAM PANEL GAUGE LOCATIONS RC42 STANDING SEAM GAUGE BAR ASSEMBLY DETAIL RC43 /p/f3�Pt�✓ STANDING SEAM PANEL SA SA SA NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE STATUS [#] FOR CONSTRUCTION DRAWN BY: MBS 10/13/14 BUILDER :GFI Metol Building Sales [ ] FOR APPROVAL CHECKED BY: TR 10 CUSTOMER Si nWorks [ ] FOR PERMIT ONLY /13/14 : g [ ] FOR PRELIMINARY DESIGN APPD BY: 10/13/14 AMERICAN BUILDINGS O LCATION :Queensbury NY DRAWING. REv.NO. CPD �` NUMBER" A14F0323A SED-011 0 ROOF TRIM FASTENER(S) SLIP ANGLE CLIP "PIGTAIL" MASTIC TO JOIN CONTINUOUS -74X7 ROOF TRIM FASTENER(S) 1 PER PURLIN LOCATION 6° 0 C PURLINOORAGABLERANGLE OUGH CL-21 ) RAKE F JRUN OF MASTIC UNDER 61 � TAPE .45710 RA05 #14X1 RAKE FLASHING 3/4 TM An 6" O.C. I ROOF TRIM FASTENER (TOP AND BOTTOM OF METAL CLOSURE ' 1 RAKE FLASHING 15.24 cm O.C. (S) min, TRI-15.2 TAPE MASTIC 1` (4) #14X1 SDRF METAL CLOSURERAKE FLASHING I HIGHSIDE FLASHING SSIdC-0 ROOF PANEL 3/4 TV. (FIELD CUT) / j THS_ STANDING SEAM PANEL CUT PANEL CLIP - - - --_ -- --- ROOF PANEL I FIELD SECTION OF LAP STIFFENER ' PURLIN a ..*.. BACKUP FLASHING SSLS-1 ' ------------------- I _________________ i FEB-10.0 TAPE MASTIC I{ STRUCTURAL FASTENER(S) 3/4 TM RAKE SUPPORT (2 PER CLIP) WALL MAIN FASTENER(S) / ,-'k 11'-0'' O.C. RAOI RS SING RAKE SUPPORT ANGLE lUtt #12X1 1/4 ROOF TRIM FASTENER(S) AB RSA-1 14X1 WALL TRIM FASTENER(S) 6) PER CLOSURE #14X3/4 / GABLE ANGLE BLIND RIVET i'-0" O.C. STRUCTURAL FASTENERS_ GA-7 `\ 1/8 RIVET 30.48 cm O.C. O UNIVERSAL RAKE FLASHING 000 1'-0" O.C. STRUCTURAL FASTENER(S) WALL MAIN FASTENERS) (+2 PER PURLIN) TRi-15.2 #12X1 1/4 #12X1 1/4 272X1 7/4 +>!. "J" FLASHING 1'-0" O.C. FJ2 HIGHSIDE EAVE STRUT 30.48 cm O.C. WALL PANEL PURLIN ++'1 1/40 URETHANE CAULK EAVE CLOSURE FLASHING 1 5/16" GTS MEC2 NOTE: SEE DETAIL RC34SA WALL PANEL NOT SHOWN AND RC355A FOR CLARITY BLIND RIVET HIGHSIDE EAVE FLASHING ATTACHMENT EA05 UNIVERSAL RAKE DETAIL 1/B RIVET / SO Loc SEAM OR STANDING SEAM ROOF RA02 UNIVERSAL RAKE DETAIL STANDING SEAM ROOF AT OPEN SIDEWALL / ARCHITECTURAL OR LONG SPAN WALLS RA05 UNIVERSAL RAKE FLASHING FL02 AA EXPANDED vlEw OF RAKE CONNECTION AA STANDING SEAM, LOC SEAM & SEAM LOC AA REF. DETAILS FL06AA, RC35AAA & RC35wAA HIGH SIDE EAVE FLASHING BLIND RIVETS 1/8 RIVETTHS_ HIGHSIDE SAVE FLASHING HIGHSIDE EAVE FLASHING BLIND RIVETS (TYP) � ' UNIVERSAL RAKE TRIM (9) 1/8 RIVET \ * ROOF TRIM FASTENER(S) * / � ROOF TRIM FASTENER(S)14X1 SDRF I �`.� / ( ) ROOF TRIM FASTENER(S) �3) PER ENDCAP i / T �T' � 3) RIEQUIRED (3)X1 +� APPLY URETHANE CAULK TAPE MASTIC (3) REQUIRED ' ?c` ALL AROUND i i i, 3/4 TM y 1/40 BEAD �+ "PIGTAIL" MASTIC TO JOIN / GTS APPLY URETHANE CAULK ALL AROUND I `. I CONTINUOUS SEALING RUN `4, `. 1/40 BEAD URETHANE CAULK I OF MASTIC UNDER * �`� �' - -- GTS RAKE FLASHING GTS HIGH SIDE EAVE FLASHING TAPE MASTLC 1/40 BEAD TAPE MASTIC \ '�` 'C9� 3/4 TM I 1 ALL AROUND 3/4 TM i T I I I FIELD CUT .... _ --------- 9" SECTION OF BACKUP FLASHING -------- -- FEB-10.0 \\` .. _— ' BLIND RIVET -_ - `�� .. -'� ADJUST FEB CUT LENGTH AS i 1/8 RIVET ------ REQUIRED. .�i �! (4)PER ENDLAP B%8 R vE7ET HIGHSLDE EAVE 5 ..... ..'. _ STOP FEB SHORT OF "PIGTAIL' ( ) REQUIRED CLOSURES AND SUPPORT ______-__ -- ENDCAP MEMBERS UNDER FLASHING. RAKE ENDCAP BLIND RIVET (SEE NOTE 2 AT FL06A4) PART 'A" HIGHSIDE CORNER BOX ALIGN WITHA EA EN SEAL 1DCA /8 RIVET `` (4) REQUIRED 1/4"0 URETHANE CAULK RAKE ENDCAP THCS__U ` GTS TREC_ APPLY URETHANE CAULK ALL AROUND PART "B" 1/40 13EAD HIGH SIDE EAVE FLASHING FL03 UNIVERSAL RAKE ENDCAP INSTALLATION RA70 HIGHSIDE CORNER BOX RA04B RA70A HIGHSIDE EAVE ENDCAP STANDING SEAM SA LEFT HAND SHOWN AA STANDING SEAM ROOF WITH UNIVERSAL RAKE S,4 REF. DETAILS FL06AA, RC35AAA & RC35WA4AA STANDING SEAM PANEL ROOF TRIM FASTENER(S) #14 X 1 NOTE: SEE DETAIL EA26SA AND EA36EA OR EA36TA STANDING SEAM SAFETr PRECAVUON METAL CLOSURE _/1 Dp NpT$TEP IL PANEL NEAR SS TAPE MASTIC TxE EAvE UNTIL FILLY SECURED 3/4 TM WTTx FASTENERS. TAPE3M45TIC TM ROOF TRIM FASTENER(S) / � #14 X 1 \ i ' (2 PER CLOSURE) EAVE SUPPORT FIASSHE(T) EAVE CLOSURE FLASHING TFEC EAVE STRUT I �,,, �,ry-_.r L' '•. ^,j +�. WALL MAIN FASTENER(S) 305mm O.C.1'-0" O.C. STRUCTURAL FASTENER(S) WALL TRIM FASTENER(S) ES(17 'a�y�?\::��•'t//. ;r- 3d-SChirrO.O.C. '4 #14 X 3/4 ```. ,�;u, �a }•t_l : 305mm O.C.1'-O" O.C. .-� •` "✓: OUTSIDE CLOSURE WALL PANEL •`�( _C38JrJ NOTE:HORIZONTAL LEG OF FLANGE BACK GUTTER WHEN REQUIRED IS INSTALLED BETWEEN THE MASTIC AND THE EAvE TRxA, SECTION AT EAVE WITHOUT THERMAL BLOCKS EA04 �•X07/ STANDING SEAM ROOF / ARCHITECTURAL OR LONG SPAN WALLS SB NO. REVISIONS MADE CK'D DATE ENGRI DATE NO. REVISIONS MADE CKD DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE STATUS [#] FOR CONSTRUCTION DRAWN BY: MBS 10/13/14 BUILDER :GFI Metal Building Soles _ ( ] FOR APPROVAL CHECKED BY: TR 10/13/14 CUSTOMER Si nWOFks / [ ] FOR PERMIT ONLY g AMERICAN ' BUILDINGS [ ] FOR PRELIMINARY DESIGN APPD BY: 10/13/14 LOCATION :Queensbury NY DRAWING. REv.NO. CAD BY: NUMBER' A74F0323A SED-012 O NOTE: DRAWINGS NOT TO SCALE, DRAWINGS TO REPRESENT PROFILE ONLY COLD FORMED ANGLES STANDARD FLASHING PROFILES -L I 63 L re � -j j RSA-1 BA-20 FC 1 V_-_ FCI-_ FCIA2-_ FCP1 FCR-_ FCRA2-_ FDH2-_ FDH4-10.2 FFC- FFW- FJ 15-_ FJ L L 1.1516-_ (TCAV-_ SIM.) 9 FL2A_ FL22A_-10.2 FL2VL FL3A_ _ FL3V_ FL6 FL7 FL8 FL13 FL17 FL18 FPEC1-10.2 GA-2 GA-5 7 n FOCF__-_ RFE_ VFF7 FRW FSF_ FSJ1 LARF-1 MEC3 PED_ PF95-_ (LSRF_ SIM.) RJF14 1 RLF_ GA-3 GA-6 , U TFSET RSF1 SEF1 SEF2 TARF1 TFEC_ TFSE�— TGF_ TGT1 THC_ THL_ THS_ GA-4 GA-7 NOTE: DUE TO MATERIALIZATION USAGE FLASHING LENGTHS MAY BE SUBSTITUTED WITH LONGER LENGTHS THAN WHAT IS CALLED OUT ON THE BILL OF LADING. NOTE: GALVANIZED PIECES SUCH AS TFSE/RJF-1/TRCZ MAY BE PLACED UNDERNEATH THE PLASTIC ON THE TICAV TL1 FR1 TR1 C TR1 S TRCZ BOTTOM SIDE OF THE FLASHING CRATE. TRW TTEC TTES TVG 1_-10.2 TVG2_-1 0.2 VFF1 STANDARD SCREWS & BOLTS STANDARD CLIPS FEB-1 0.0 OF + X31. o� GE `; 1/8 RIVET SRV-1 #10X1 SDPH #10X1 STPH 17/12-14X1 7/16 TCP #10X1 1/2 STHHW #12X7 1/4 SDHH 1/2 X2 3/15 DE CPB-1 CL-3l;7 n--� un 1/2 X1 1/4 BHB (5 3/4 X 10 GA X 5 CL-2 (5 X 10 GA X 6 3/8) W/ OXYSEAL (WOODMATE ) (NON DIMPLING FASTENER) (6 1/4 X 10 GA X 10 1/4) 3E(� nT T �! J [ #12X1 1/4 SDHHW -12X.1 1/4 SDP.F #12X1 1/2 SDHHT5 #14X3/4 SDHH #14X3/4 SDHHW #14X3/4 SDRF (3 X 10 CLFBGA X 4) 10\0 #12X1 1/4 SDHHT4(SIM.) #74X1 SDHHW(SIM) #14X1 SDRF(SIM) #12X1 SDYC NUTBLK 3/8X1 1/2 A354 DB CL_4 (5 X 10 GA X 7 7/8) GL-15 c4X ,D GAX77/B) � y N0. REVISIONS MADE CK'D DATE ENGR DATE NO, REv S10NS MADE CK D DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE [#] FOR CONSTRUCTION DRAWN BY: MBS 10/13/14 FOR :GFI Metol Building $OILS [ ] FOR APPROVAL [ ] FOR PERMIT ONLY CHECKED BY: TR 10/13/14 CUSTOMER :SignWorks AMERICAN BUILDINGS ( ] FOR PRELIMINARY DESIGN #PPD BY: 10/13/74 LOCATION :Queensbury NY DRAWING. REV.NO. CAD BY: NUMBER' A14FO323A XED-001 0