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STAMPED PLANS - 17-00626 - Valley Wide - Remodel
Valley Wide Cooperative !6' Rexburg, Idaho symmB PROjK CONSULTANTS s— INDu . . ....... . —j LLJ 0 2 LU LLJ 0 Ln LL. �A-O L �l �2,7z \SIGN HDOHT/LOGTION\ VEHICLE PARKING/ACCESS �1ROUTE-CLEAR WIDTH �1LEVEL CHANGES .... �mzoe-� f�x3TH1-�RStZ vr35tu�t r1 ROLL -IN SHOWER �\TYPICAL DOOR �1WATER CLOSLT-LOGTION - _ R OOORS-CLEAR WIDTH 2 TURNING CLEAR FLOOR SPACE `_�J xaZu� `f rwsrue xovut xa ssin[ TRUCK TURNING RADIUS DIAGRAM `% OF AC��SF $IgILAIrySYMeOL �.1 WATER CLOSET-CLEAMNCEro \. /.1WATER CLOSET -SIDE WALL � r � 4 WATER CLOSET- BACK WALL•^' --------------- I _m=- DTOECL6RRANCE roxu �ZKNEE CLEARANCE �y1 �1 REACH i00.WARD /SIDE LLI 9 Y LLI LLI N m ; CD-3 =7 ---------- - - W�� - --------------------------- L7-i, ---- - --------- 10- ..... ------------------------------ ----- ------- - --- - --- ------ . -------------- - ---------------------- o®m©m�0000 c�rr0©m00000 m000�v000 0 0000000 00000000ve ma000poee 000000�voo m000000000 TWN r R NO - 0 MOP w.x ms T.wFxus u. �wsn_mwxL mp1S EEE ua ----------- J L_________I \ ® G SI-I I W MAIN STREET _ S [� _---------- _ --_. -------- ---------- 1 � uj L s" in \ .o�icxu.nxw ,a. x.. .nuxm rorc.uou,m. c.wuxvur.wcx um.rc..uuwxrw--•�._.___--__-������-- SUMMERS DRIVE 4I �Tvoioi wnw. Q ml ryes°u.o E<° _ e•��a�� ' W ,aamemi mrermaao°. °� L u p ds 2 _ RV STATION 1 /2" — 1' 0" 0 Ln ; C Q LL J— ❑ awaeac/ ❑ a ? TRASH ENCLOSURE 1 /4 = 1 —0" I I 5I-3 p _ 7 LL P-5 - - -- - ------ LLI Li LLJ tA m HVAC l+-111"I'l—I COVER m`anwwio`�i ^mzn #1 � nannnw Dana. 3 MECHANICAL COVER 1/4" = 1'-0" � � /a,�e or eeame.a�srsaewe VFSNTIEW Concrete / Carpet 1 EAST VESTIBULE 112" = V-0" VESTIBULE �� aesessea tames mn Concrete / Carpet 5 OVERHEAD DOORS 1/4" = 1'-0" 2 NORTH VESTIBULE 1/2" = "0" 11 Ep_1 54 ""�— ��v J J W 0 W i ce w u C O s Z NLL 3 a I I EP-2 U � ===,-H-- J W 0 O W Y 9 LLJ 0 �s Vf Q LL 7 LOADING DOOR ROOF 1 /7' = -O" I I BS-3 xnxue � d� `�.a• a �- BREAK RM. / LOCKER RESTROOMS OFFICE R F UD —11 ING P AN I �R. _ �,_D• I I RCP- �IIIIIIIII I � IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIRI IIIII aR110 1 IIIRIIIIIIIRIIIRollllll .. q= J W 0 W ' LY - Q LL EE-1 GRADING & UTILTIY PLAN FOR: VALLEY WIDE COOP. REXBURG = MHz ae� EXISTING ASPHALT, CRUSHED GRAVEL, PIT RUN I F T X GRAVEL, AND GEOTEXTILE FABRIC TO BE I REMOVED AND REINSTALLED TO NEW GRADE.Rig o pg�- zo �I Z J3� =_A R7 EXISTING VALLEY COUNTRY STORE �LEGEND p'� ` j� j 11 ,e=nl Kill om.Fuo i i T 3t _ K Z U N LU ¢ LU 11liY]JfTAI 90Y� � C� me.s n Gum11: 1 FOUNDATION PLAN FLOOR FRAMING PLAN =�==i i i - -° ..._. - ---= - t -n iii� 1 -- 9, ROOF FRAMING PLAN S2.2 C l_ P. R. m .. I us S3.0 o ®..1 f e 8 n � g LL �17467 E0.1 o �tc.� FJIISTNGE�E'CMNvev...- s �17467 ED1.1 ME Is . . . . . . . . . . . . . . . . . . . .. . . . . . . . . .. . . a• 'j{ y �unyj{ u m m \ ....... . I ........................ —17467 EI.OA .. O LU ui T U)_„ - - - - - r -EM - - - r EIECIRN:N. GNII � � mau�ioa _ �17467 z ISM E1.1 E1.IA 4 a ••. m fr-=. —2a- � I LU i� af o-- -- -- - - - ---- -- - —`--- - dro 03- - 461 goo Q ,..rs •� _ h i m gym. a '. _— A m s b b b rl ! h ELFCiRICAL�MNERt SPECUL SiEM5.4N�LEVELI�� E.M. E2.1 3 ENU DCHECNgRM HEN _S� xy . a.ncrv..`mmw a iE �rxo�Es _ •o �E J W o o W =' e� sxsaecc ads d' e � wco "z 3 �EMURGFDSERNCEGJI.PlIER �.�� m_ Y17467 'Ic^al E4.1 rvnre .._ .. _ _... — m N PDWSA—RDS4GRPA1 - ... P17467 w. E5.1 Bo�e��7 J W W W O 3 O Q LL B0Ei7-+ranno'�308 /:/5 InspeRlon CM1askllst ��•� =C�ISM �Im.nwruyMop wmgl. �Cemwle !./1 EatMor uoMleo �ompllurceCM�nub \.s E7.1 !./11n1�Mer tlpml c�Pn,oiw,:�anukal. -_ � !=/t lnsP�stien Ckacklizt ���� �� LLLJJI _ �17467 w.s E7.2 mm © HIS — rr � �s �WYE um 0I seminal! . �om0000a ®o�oeaoa �o®aeem e' ■ EWAN= ��©0000©�a000m000�o 000m�� oho ®�aoo0moomo ®�000moomo m�0000000000000®© ©a�oouoou0000no0mo ©019mMINES, US 2©000�0�0 m�oom000©®000000000�© ©00CMff"M— d m0000E3=0 cm "=oon000nnoo© ©r�000moon000noom© G08�®0000oue��0 .J W o �e 0:xx - LLI o> U) 3 LLLL M6.1 !./4 InsO� len CM1eckllst �A =sue !./1 Mectunl-1 C-mplbnce Leniflule M7.1 !: /4 Insp4cHon Checklistaa mum M 7.2 PLUMBING GEN- U- PD1.1 0 (AO� -PUMP LLI P�P.MMHSUPMlMER a LLI mr w of 0 rj) 3 2 IQ :u:aEnRour JT LL z 0 2 REO WAIEq HEAIERPIPINGNKTIMS P5.1 Z. OZ DESIGN DOCUMENTS ao FOR a� e SS2 ni VALLEY W �DE C 0 0 P �iim ��.�i9l9�i� �ei�i�i'� 0- C? 1833 S. LINCOLN AVE o� JEROME, ID 7EET LEGEND ' z. no0c.cuurw nw . uectwrxe✓x run DATE 1 1 DEC. 2017 14. �.IA o\ �\ ( z 22 [ _ � �,2 cl oilwojojoed � § » 2� Z. s Oo Q� 3 It � f � J C 3 = t i A 7 i Y Z i tt t tgg cl Z N yE o E Q ~ R 0 Q o aN _ 0. o � � � g Z ear �e Z. y � O [ Iliol HIM a� k ci O O 'O O cl Z- Oa a� a 269 mi i a . 1 s _ Y s i ,a — JA Z' OZ p O o _ aF - \% Ix r a� - �R 5- 5 I !� � R i v.�N �a�zf � wn crux (AK o �a+e � w mva I ifs[PER(1i •i 83EiSi irii��• i:. it1:�9 ies�lS iL O z 0 5 u � R- rt o � s Z. z i Op � - 4 ar � a� - � � E a g g o � Zi 00 o � � a ,a �ojA Z � � O � ar Q O � 4 d 4 � _ f 11PHI I to TT O o w � � N ----- - a b - 4 5- b F scr� a. Z' Oo l7 - Qp Q �II!!fill nuIII mmLn] Illlllll�llll�llllllllllll�llllll�llllllllpl� II �� �'� � =-'�= = =: ='�,� i�� n � i.�6��dmnl" TiSTiF' FL�N[n FRT C�,C7iLTiI�TirTrR•Y -1 I��I ��a�� ■riu airiit- a.uru ei3i a ui. ii,�ai I��I �[�ilidl lil[(� I(adlJ[SiiY �YSIi[il _ _ _ _ I�1�1 t+aai • � ". I • I�11�1 ' .. 1011 it - - - ---- =� -- VP BUILDINGS VARCO PRUDEN ERECTION GUIDE LIST: BASIC ERECTION GUIDE 4001 BASIC PANELS AND ACCESSORIES ERECTION GUIDE 4000 SSR ROOF PANEL ERECTION GUIDE 4005 BUILDER NOTE: GILDING ATTACHES TO EXISTING BUILDING AT GRID LINE 2 WITH FLASHING AND T IDS ONLY. THERE IS NO STRUCTURAL ATTACHMENT BETWEEN BUILDINGS. VP IS NOT RESPONSIBLE FOR ANY LOADS IMPOSED ON E EXISTING BUILDING. - TYPE DAM D.C.-ON A1111F1011I5 ASIY OESIGNAnONW Amtlor Rod DlAwingB iilm201T FOR CONSTRUCfgN Final Emcd,n Dm%AnEE 1111112017 FORCONSTRUCRM D�su�s secTvxaml �� � HGH STRFI1Gi11 BOLTnGNTENING RECARREN&M iaEs.aTmr > iuxu�alaWenaD e+r��iv. O'amx Uz1 MCCi'nva uai E �atE o curt. INSPECRONAND IESTNG AlelalSw Pwl Lvartl CONSnetlP wnrn aRuirv�Nu1_n�e Muu�� ip m�oam�uis ,�uwmr+t�oet wa va�nm wSeEartlme�NEa�anwm�aEew�ax�cpf� �06 .. .� EES510NAL FyCi — QQO `GENSFO 9F _ P 14874 ... ai71.1� OF foT'�� FIML LMCDOII DMWIU Hm Utfl OPPPOVID D7 RV �0.1 L. FO MrZ-. 1- 29 DR[: 11/1612017 11 /162017 Nx oa PaaroauxceaPouiaexEens sPPertieD evw�P11a '"�"uR°O5E Ni1PNOflW1x�sPaoviaFwewuxcs aePaoaXFn Dam f�i COVER SE sivawOSPememuxrAM �� A Uf IN:D �wM x�e'ma D+F i AC472 n ixr m ZWRa ..eocimuwa�iA'r eau'ir�xi Codes and Load, WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS, HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC., MAY ANSOLT IN DIFFERENT LOAD APPLICATION FACTORS THAN INDICATED BELOW. SEE CALCULATIONS FOR FURTHER DETAILS. WIND LOADS ARE APPLIED TO OVERALL BUILDING COMMON MALLS BETWEEN CONNECTED SHAPES ANH NOT SUBJECT ENVELOPE. City: Rexburg County: TO EXTERNAL WIND LOADS. Wadi... State: Idaho Coontry: United State, Buildinq Coda Buildinq Code: 2013 Idaho State Building Code Structural: IOAISC - ASD Rainfall: L: 4.00 inches per hour Based on Building Code: 2012 International Buildinq Code Cold Form: 12A232 - AID V- 3000.00 psi C..... to Builtlinq Risk/ .... p... y Category: II (Standard Occupancy St ... to-) Dead and Collateral Load, Material Dead Weight Root Live Load Collateral Gravity:1.00 pa! Roof C ¢ring ♦ Second. Dead Load: Varies Roof Live Load: 20.00 psf Not Reducible Collateral Uplift: 0.00 psf Frame Weight (assumetl for .eismic):2.80 paY - OSR Wind Load S.ox Load Load Wind Speed: Wit: 115.00 (Vasd: 89.08) mph and Snox Load: pg: 50.00 f pa re Lateral Force Resisting Syatema using 8gviva lent Force P cetlure Let... The-Envelo P1011dure• is Used D. Flat Root Snox1 pf: 35.00 psf Napped MC A...I...till: S.: ig Wind HER oeure: C - Kz: 0.923 Design Snox (Slopetl): P.35. 00 psf 16.40 Mapped MCB Aeeeleiatfon: S1: 16.T0 49 s Wind Bxpoeure Factor: 0.923 Rain Surcharge: 0.00 Site Class: Stiff ,oil (D) Wind 6ncJoe.. : Enclosed - Specified Minimum Roof Snox: 35.00 psf (USE) 3ei.mir Importance: I.: 1.000 Topographic Factor: Kit: 1.0000 Exposure Factor: 2 Partially Exposed - Ce: 1.00 Design Anceleration Parameter: Sda: 0.4824 Snox Importance: Is: 1.000 Design Acceleration Parameter: Shc: 0.2304 NOT Windborne Debris Region Thermal Pactor: Nested - Ct: 1.00 Seiamie Design Category: D Base Elevation: 0/0/O Ground / Roof Converalon: 0.70 Seiamie Snox Load: 7.00 psf Primary 1.11 Strip Width: 2a: 17/10/6 a Snox Used In Seismic: 20.00 Part. / Portion, Zone Strip Width: a: 8/11/3 - Diaphragm Condition: Flexible Basic Wind P..... to: q: 26.56 psf Fundamental Period Height Used: 14/0/0 e Diiectlon Parameters Ordin..Y Steel Moment F.- Redundancy Facto,: Rho: 1.30 Fundamental Pe,i,d: 1,: 0.2312 Wal R-Factot: 3.50 Overatrength Facto,: Omega: 2.50 Deflection Amplif ..tion Facto,: Cd: 3.00 Be,, Shear: V: 0.1378 x W Snow Buildup Shape DeaCT.Pti.. X illation Y Location Magnitude Addition Root: A UMalanced Snox Load 1, Shifted Left : Roof: A 0.0 1t 0.0 !t 35.1 psf 80.0 ft 0.0 !t 35.1 psf 80.0 tt 13.] tt 35.1 psf 0.0 ft 13.T !t 35.1 paZ Addition Roof; A Unbalan,,d Snox Load 1, Shifted Left Roof: A 80.0 ft 0.0 ft 35.1 pal 82.0 !t 0.0 tL 35.3 paZ 82.0 tt 13.1 ft 35.1 ps! 80.0 tt 13.7 ft 35.1 pat Addition Roof: B Unbalanced Snox Load 1, Shifted Right Roof: B 0.0 ft 0.0 it 35.1 Ds! 80.0 ft 0.0 ft 35.1 psf B 0.0 !t 13.' !t 35.1 psf 0.0 ft 13.7 ft 35.1 pat Addition Roof: B Unbalanced Snox Load 1, Shifted Right Roof: B -2.0 ft 13.T ft 35.1 pa! -2.0 ft ... ft 35.1 pa! 0.0 ft 0.0 ft 35.1 paZ 0.0 ft 23.7 ft 35.1 psf 1. The Snow Buildup loading ah.WN is in addition to the flat or .loped ...I U.N.S 2. The X and Y Location dime.. Sons are from the point of origin of each surface. Longltudival DSzectiov Pa,ameLe,a Ordinary SLaal CoveanLiie Branad Frame, Redundangy Faetor: Sho: I.I. Fundament.. Period: 1,: 0.111. R-Factor: 3.25 Overatse.gth Facto,: Onega: 2.00 Defleetlon Amplifl-tiov Faetor: Cd: 3.25 Base Shear: V: 0.1484 x W FOR CONSTRUCTION W.mN.Ix x,xi CODES AND LOADS ESFOc�yFp 4 9 14874 u Ny'L O OF 10rr� NO4 L. F01� 11/16/2017 REspa+slaunEs maBlmnad Fndiro. 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' zpyaamaYeerepaea Mtuansw9apmva ]Fn m+a]fF w�zNmnma xaoyea Wee Paad Ptl®�dmmzFaf �p'+.mae�..mvz+ v� t�iez ma��evaPe qaa Iw h�.e Ne Wmg�wzb: sae ®au �+p�vv4rzt°��w+eennrteeN'y �wz gm or e m pwee Pvemve n Ne m. msroea aam9 �ai.aaq°,amm+Ylmmamageaz,en9eemv. �aaagaamasm gut ee negrreeapa aoaaaa Pot+Mo-aNnaaroFe ate ac+°a nuvmaaw-a paa�nripa�ma eve waemaptnnnV mram� m�wmrm�i awe�sampmt� ��A�w�tz AnoS Noo<syv�rbwa�ets �ea�°u� Bz�scve�daxsgs dom M V Iv�+LSYmamt-6.nm p C1ry a W a Nmgm G 6Bm°Nt: Ory a lvzgon. l%]B] 6 aZK �q �AZti1�Pax Cv+gV, dvefnsR Sa.emumo Wery,GIDg I�gn APPo�a+ �vmnvV�m Pngm �sw�5>.ePsa�vmil�aunsmw �I�MiMsa ac l�W%vnmaovNcaoamvo agm uaaB � auMnlz N-N�Mva ac �CMtiPBXPo09]Q NB/fof x1: tlartgota9]%, as V1aFvtaa Evauayst Repd',a (exw.pnmvpl RN S)bvn-/ESR-35i] gee a pees From appwas (vww adaadpmn° vy Appoea��Rm�dsugea�w a+pz9+lm 5awvm ac nose Apgme fa-a-•a+m+naee OooAztmrpmae) aPno.aa Izmdra ugm tang Vam poem aauaps nc ,aaewnere teadavY Aµvaaa N.aasam a+v wm tnem,n m mea W RaLIF,CK[-t,J: 55R Cmpmm dcr am 9JlAei(3IX-t t H SSRwr� emdc Cim°o1.aRltiat�]B: aam souaraocau par ran wnt u c,m soaxrrC.olap Ratl a®sou,<„wcso.-,eo..is..aso-,ra-zm,-za�.am Fades nam,.l ApPP,w° Ang,aim wwlea. ear wtm ro m*aa � m..e) 5`, �rmd skate as iPv�we d wIw,Y9e apgmwu as IHea d FM MPme miss ssR lo.oz:rrmagrr.l>wal.wmame, a+-ra tm. zxsssRmom- dmg rmtl ssan.e was m vara,vm .pplaraa am ogee � ne ApPeaal mesa z.casw n Idozzrra�.aer.aaamnl. mam t-]saa tnzn FOR CONSTRUCTION ag p> aann.y.aamwd u.,p„.a x,zs ERECTION NOTES �55\ORAL fy6 yQpF y�OENS C�9a�. 9 14874 OF A L. FO 11/16/2017 NOTE: The Builder has to be —are that c col—. need to be tl before masonry rwall or takeprecautions boltingtingplate access \JIII/ Y � 7._0. Ja6.60 J�3.60 19•-6• 20'-0"�20'-0^�19'-6• BL BL ANCHOR ROD PLAN z 1•-0^ 1 6" ❑ Dimena ion Bey -NDIBDESIC EDNAINBPACI-MhIEDE3KiNlED BAYS DDLLRTI BASE REACTDNS BFSE P4AlE3 NJDMICHDR RDDS OAE AFFEC1F.p BYlH3 BMGNGAND D W(Y�N4l5IMY NOTBE PELOGIEO �ll'IlpIIfCW3LLBNGTE BUILDIIIG SIRPNERS EN[iIEER FOROOPSIRUCTON ANCHOR ROD PLAN EMS cP���`Sc asy 9 14874 a Q, OF kO��V� GNOA L. FO 11 /16/2017 T -II}— PRoacnar , x MIICIH�xx3Dgi�EN� Ax 2B1/2' IT 21/2 I I2BAmm I/2' 2a.mm ( �21/2' 2a1 /2m I I21 2' { f @ e«am Am ti ra 110n�xu.,— m ExaNE A.E.A1E Axtxal Imo 1tpp��rrµµ ABOrE ME B]i1W 6 nm RASE Pr.AIE faaxaAPvro—T —I— BE REaR® BY M DS (4)3 9• D a. ar—Mchet ROda Axp BCD FmJECnW wYNEm IO BE p1T OPF( S. Mehet Rotle �2(-4)11/4' Dla. GR36 Mahot Rode D3 (4)3 1/4" Dia. 4R3fi Mahon: Rod. D4 (413/4• Die. GR3fi Mchot Rotla lateplaR-B^•-1•e-: A-1•-o^ ime R-1 -o•eitw-5• Real ove-3•SUGGESTED ANCHOR R00 PROJECTION -loo •-0• .-loop-0^ Elev.-300'-0" Rlev.-101 -0• lea.-lol•-o- 1/2" 161-1 DIAMETER � rRax mns. xu(s. xAVNRm wARmts Ata A. —A CONCRETE Alk..S 1U11UY� Yr�u F'A E�xi�mm Ire"s AIe ro ec nnwlvim er cwmAcrm (BY OTHERS) n AND z Asw uas ixxaax mxura DPmh rae . k -� �, a. rc mFNBixmasri xD IxePNOra°Arza)s mw .woioxxsci s o uEmm E W Framed9Opening r monxvs ARE ro eE Dfimmmm Br orxms JC�E'-EU-11- uiJ— a—.. -.ED. ANaan nms Nm a— rORNIDA3'Ce_Ix_PME Axx.'µsEaJc nary amoAngaxa0sUST e. k 1 E —A— PUCEa AS SxarM 1 1/4• OPENING W101M 1 1/4' �e Dx— ax smm Rni xoT nr. ra aAmDt Walk Door w/ Sib Frame xaDs 32mm 32mm Alscxr 0' STuM� m EI YC t5 NOTE: 1- (25mm) PROJECTION ABOVE XMTEAS a my nm2AmR'SB mx�N A —.. BASE I.AN OA AM JAMB CIJP \\\\\\�T y �k\\\\\\\ STD = 1/Y" (17mm) A¢xT Alt —K .-1/C $ PLAN fU4 JAMB SIZES: J -SIZE yyllllllllUUll111YYYJ AI\\\\\\\ (LUSH = 0 (Dmm) . � ar �R * i JAMB 'EO.' VALUES apmho'm4m . ♦ t/1I -i/ .mts aP o EQ - T Stmm, B.5 EQ - 2 3/4' Tanm Walk Daar w/0 Sub Frame 4 p�c1aulxroRiAl"fi• B ton-[, x 10 EQ - 3 1/2W.M. 11.5 EQ - 4 1/P lObnm TYPICAL COLUMN • LD°eem.°imx a urr An aam ma mDux FRAMED OPENING DETAIL FRAMED OPENING AT MASONRY BASE PLATE DETAIL s.Dmm�woDs mrnoxs BE umaxmwnc F S5\ EN CQ %CENSFO /yFF 9 14874 m 9L �F OF \O �A L. FO 11/16/2017 FOROONSTRUCTION amonv..aw ov.memmxYx aela ( ANCHOR ROD PLAN -DETAILS Bracing PBtt Sthedole P—t Qty Length Detail 03RS2403 4 24•-3^ BRO1G2 05R53102 4 31•-2^ Bx01G2 05RS2401 4 24•-]^ BRO-2 3BSA1810614 2 19•-4 3/4^ BR15L1 1 6^ EIDime0.ioD Key irzx t Irzaysrea](44a44)No Rur(ma� woyws�ms. swononen Bass 6aRa1 sBcaNQom canecnoNe, scca4a4Rr wP caxcmaNs /1a RNIGE annce cawccnaas, uaessxwmona;Rwse RB.sDRcer�RrPu]6s ra<BBDN1raE wrw]eD OR]RBSNae sloe a6 ]� xBB ns � wusioe vus�x T T T T T 19•-6"�20'-0•--�-20'-0"�19'-6^ eo•-o" BL BL PRIMARY AND ROOF BRACING PLAN Rod, Stilt. .hd Hill. ComettloB Bolt. Id Qty Gt.de Bolt Di— Bolt Laogth Pat 1 2 A325 3/4' 2 1/2' 00972B4 t S5\ONAL CQ Ey CENssO,yFF 9 14874 OF tOr3i�44 GN�A L. FO 11/16/2017 FOR CONSTRUCNON PRIMARY AND ROOF BRACING PLAN Flame H.ebet Bchedale FaLC Hem Width Think WebThk. Depthl CBX001 10001 5.0000 .1345 -10002 .1345 8 1/2" CBX001 5.0000 .1345 .1345 8 1/2" CX001 1 6.0011 .3110 .1644 1`-0^ RBX001 2 5.0000 .3125 .1815 3'-0^ 3 5.0000 .3125 .1395 1'-10^ RBX002 4 5.0000 .3]50 .1345 1'-10" RBX003 5 5.0000 .3750 .1345 1`-0" RBX004 6 5.0000 .3]50 .1345 1'-8" CX001 l 5.0000 .3125 8 6.0000 .3750 .1875 .1644 11-8" 1`-0" Depth2 Approt.Lgth Apptox.Weight 0 1/2^ 41-1 3/16" 364 8 1/2" 4'-1 3/16^ 364 2`-6" 11'-1 3/4 •' 3471 1`-10" 28`-2 3/16^ 858{ 1`-30" 1'-0' 24'-5 ]JB" 5294 1•-8' 24'-5 ]/0" 51i4 1'-8• 28-2 3/16" 8594 3-0" 21-6" 11-1 3/4" 3474 4 p0p :12 y6' L^J 2 9 a i o e i ry D1 GBxp01 � �g0 I I e I % I QBolt Connection 4 Plate Schedule Id Oty Grade Bolt Bolt Plate Well Rora Tan.lon Washer PaxtNo Dies. LeagtR ihlok. Oat In Bolt A 8 A325 1/2' 1 1/2• - - - 49080 B 30 F1852 3/4• 2 1/4• 1/2" 4 1 Yea tea 0091389 C 8 F1852 3/4• 2• 3/0^ 2 2 Yes 0091388 D 4 F1852 3/4• 2• 3/B• 1 1 Yea Yaa 00973BB E 10 F1852 3/4• 2^ 3/8^ 3 2 Yea Yea 0097388 Frame Cleataacea Hotlt. Clearance betreen membeta 1(CX001) and 8(CX001): 93`-l" Vert. Clearance at member 1(CX001): 11-1 3/4• Vest. Clearance at member 8(CX001): 11-1 3/4• Finished Floor elevatlov 100-0• (Oala.a Noted Oth-ill) BUILDER NDTE: Zaatallation of ienaI.. Control Bolt. may sot be Z, 8 p... lble in ar a. Where ..treme pitcb" atiffener loutlon, beam depth or other ob.-ti... Way o li 6 4 •4. '. pp0'2Z Tv the.a a..... .a. .ubatieution of nuts and bolt. A tightened With W ..thee a requited. 08.y0g4 C C01'002 I I I I I 100'-0" 12 2'-1 5/16" 4.000:12 aB FRAME CROSS SECTION AT FRAME LINE(S) 2 B 11 30`-8" Ridge Ht. 10 2'-1 5/16" 9 2 8 3'-5 13/I6• 8 1'-8 13111" l 1'-0• 6 9 3/4- 5 3'-2 1/4" 4 4'-0" 3 8 1/;/4' 4 V -1;• 2 13'-4" 1 2,_gw FIDimen.ion Key 1. UBE 12%1 trz P.25T e01r(4908%NIDNJl (41120) wov s�WRs.aN�cnwrENeals wRutsBcaawrmae:cnas. sPcdw"m wP mr+scnams, aw NSN6H ew,cs cDNscnaNs, u ss wrEDanERvnse. x filol ra N PulPB rHFD Nor aE wrwnn aH n� saxes snx: oP na vm ASI�m wusice v4aa� WR. SOENFOG'yFi" 9 14874 N �O Q OF 1O S3"� OA L, FO 1111612017 FORCONSTRUCTION FRAME CROSS SECMON AT FRAME LINE(5) 2 Frame NemDei Schedule Paxt Nem Width .Thilk1345 .1345 . Depth- Depth: Appiox.Lgth Approx.Beight CB%001 10001 5.0000 .1345 .1345 0 1/2" 8 1/2" 4'-1 3/16" 369 CB%001 10002 5. 0000 .1345 .1345 8 1/2" 8 1/2" 4'-1 3/16• 364 Cxo 02 1 0.0000 .3750 .2500 1•-0" 2•--1" 7/8• 1854 RBX005 2 5.0000 .3750 .2500 3•-9• 2'-4• 28•-2 3/16" 12749 3 5.0000 .3150 .1875 2•-.• 2•-4• RB%006 4 6.0000 .3750 .1141 2•-4^ 1-5" 241-5 1/8^ 7111 RB%007 5 6.0000 .3750 .13.5 1'-5" 2-4" 24•-5 7/8^ 661. RBX008 6 5.0000 .3750 .1875 2•-4" 2•-4" 20'-2 3/16" 1201P 7 5. 0000 .3750 .2500 2_ 3'-9" C%002 B 8.0000 .3750 .2500 1•-0" 2•-11" 30•-5 7/8" 485f 4 ,000:12 6 'i1y6" ._0" �p01 �x00S i i i i 12 2•-1 S/16" 4.000:12 11 30•-0^ Ridge Ht. 10 2'-1 5/16" 9 2 8 3•-5 13/16" 8 1'-8 13/16" 7 1'-0" 6 9 3/4" 5 31-2 1/4" 4 4'_0. 3 0 1/2• 2 13'-4" 1 2'-0" ❑ oimenalon Rey t. te6+rs x t trs NzsreO-TI<eaS01/a0 ROtH7+mt W O vta96ts. Sw0 nti1R! BOLLS FOR w. SEC efts.anrcuPcow�Ecna:u.aoNs,x�60rw tt4ESS NOIEDOniBN45E 1 ator RBrFORCEro:Nr Pw7Fs N3:D Nor BE for 91tECFMENFB ABME WNSIOE V14SIIER oxOg6 0BoIt Convection i Place schedule Id Qty I- Bolt Bolt Plate Roea Roe. Tenaion Basher ParCNo Dia. Length 1TSck. Out YD Bolt A 8 A325 1/2• 1 1/2• B 8 F1852 3/4• 2 1• /25/0• 3 1 Yes Yea 0097390 C 10 F1852 3/4" 2^ 3/8• 2 3 Sas Tea 0097 BB D 6 F1852 3/4• 2• 3/8• 1 2 Yes Yea 0097388 Frame Cleaxan... ff. ziz. Clearance between memDexs 1(C%002( and 8(C%002): 92•-9• Vert. Clearane. at member 1(C%002): 20•-5 l/e• Vert. Clearance at member 8(C%002(: 10•-5 7/8• Finished Floor Elevation 100•-0• (Dnless Noted Oth-l-e NOTEof Tenaion Control Bolt. say Sn ar as where eztzeme pitch, atlffener , beam depth or other obse -l...may E c sea 1-Ititution of oIts and Dolts d with w nch.. a required. FRAME CROSS SECTION AT FRAME LINES) 3 gxo� ga cat', i i ENScQO�E`SO NAL 0G�yF �9 14874 N Nr ZO Q' Z7 7TF OF 10 yy4. �OA L. FO 11/16/2017 FORCONSIRUCMON w xiao .ra"nm u.�Pna7n :em FRAME CROSS SECTION AT FRAME LINES) 3 Frame Member schedule QBOIc Co 11cion a Plate Behedule Part Mem Width Thick WebThk. Depths Depth2 Appror.Lgth Approx.Welght Id Qty Grade Bolt Bolt Plate Rowa Rows Ien.III Nasbez Partwo CB%001 10001 5.0000 .1345 .1345 8 1/2" 8 1/2• 4'-1 3/16" 36! at.. Length Thick. Out In Bolt CBX001 10002 5.0000 .1345 .1345 8 1/2" 8 1/2- 4'-1 3/16" 36! A e A325 1/2• 1 1/2' - - - 49080 C%003 1 9.0000 .3750 .1815 1-0" 3'-4^ 10-8 11/16' 499! B 6 F1852 3/4" 2 1/4" 1/2^ 3 1 Yea Yea 009T389 RBX009 2 5.0000 .3550 .2500 3'-8" 2'-6^ 28•-2 3/16" 1283! C B F1952 3/4" 2• 3/8^ 2 2 Yea Saa 009T3B8 3 - 5.0000 .3T50 .18T5 2`-6" 2'-6^ D 6 P1852 3/4" 2• 3/8• 1 2 Yea Sea OD97398 RISXOIO 4 6.0000 .3T 50 .1644 2'-6^ 1'-1" 24'-5 '!/8" 699! RBXO11 5 6.0000 .3750 .1644 1'-3^ 2'-6" 24•-5 7/8^ 699! Frame Clearances RBX012 6 5.0000 .3550 .18 75 2'-6^ 2'-6" 28•-2 3/16^ 1283! Noriz. Clearavea between members 1(IXD037 and 8(IX003): 91•-11' '! 5.0000 .3T5a .2500 2'_6' 3`-8" Vert. Clearance at member 11IX003): 10•-e 11/16' Vert. Clearance at member 81IX003): 30`-8 11/16' IX003 8 9. 0000 .3750 .1875 1'_o^ 31-4" 10'-8 11/16" 499! FSni,hed Floor Elevation - 100•-0' (Bnleaa Noted Otherwlae) BDILDER NOTE: maeauaeion of rension cmnerol eolca vy n c be possible 1. aresa where .acres. pitch. atlf fever loeatlo beamdepth or other ch,trvetivna may v ti P 9.p Iv these ease, aIb-i-tion of vut, sad belts q 00:1I tigbteved with w nchaa a required. ..-yi--�� ,`` -_ _ - s I ®OOi i �%p09 i CBXO� Io I I � I I 100'-0^ �� ) FRAME CROSS SECTION AT FRAME LINES) 4 11 2'-1 5/16" 4,100212 10 30'-8" Rdge Ht. 9 2'-1 5/I6i 8 2 0 3'-5 13/16" 7 1'-8 13/16" 6 1'-9 3/4^ 5 3'-2 1/4" 4 4'-0" 3 8 1/2" 2 13'-4" 1 2'-0" MDimenalon Key t.1BE \rzx\ trsaysreDgrHsoam MQMUI(411BB �cownmcuP arr+Ecn�ars�nw c�wx�F cavHfcmcar+Ecnarvs, z SlaNmFDonn3xasE. r RBriaYCEEFxr nnlEs 1EED MDr BE LoaIFD aN 1HE s.ME mDE OF ThE V4]3 A311E N LLSDE IWSHER S51ONA(fN aQO�Ey OENSe C/y9 14874 N �� r0 Q 2'G OF NOS L. FO 11/16/2017 FOR CONSTRUCTION ssmBmoasoaaw.mw.�w �mn FRAME CROSS SECTION AT FRAME ISNE(S)4 Frame Member Schedule C> Ic Connection a Plate Schedule Part Mem Width Thick WebThk. Depth! DePth2 Appxo%.Lgth Appror.Meight Id Oty Grade Bolt Bolt Plate Rofs-.. Rofa SeaalOa Waaber Pa - CBX001 10001 5.0000 .1345 .1345 8 1/2" B 1/2". 4•-1 3/16• 364 Dia. Length Thick. 00t Fn ..It C-001. 10002 5.0000 .1345 .1345 8 1/2• 8 1/2" 4•-1 3/16• 361 A 8 A325 1/2• 1 1/2• - - - 49080 -004 1 8.0000 .3750 .2500 1'-0" 2'-11" 10'-5 '!/8• 485P B 8 F1852 3/4• 2 1/2• 5/8• 3 I Yea yea 0091J90 -XO13 2 5.0000 .3750 .2500 3'-9" 2'-4" 28•-2 3/16" 1279P C 10 F1852 3/4• 2• 3/8• 2 3 Yaa Yea 0097350 3 5.0000 .3750 .1875 2•-4" 2'-4" D 8 F1952 3/4^ 2^ 318• 1 3 Yef T. 0097388 "XO14 4 6. 0000 .3750 .1345 2`-4" 1•-6" 24'-5 7/8^ 665P B B F1852 3/4• 2 1/4• 1/2• 3 1 Yea ` Yes 0091389 -.015 5 6.0000 .3750 .1345 1'-6^ 2•-3" 24•-5 7/8^ 668• RBX016 6 6.0000 .3750 .1644 2'-3" 2•-3" 28'-2 3/16" 1312b Frame Cleasaacea 7 6.0000 .3750 .2500 2`-3" 3'-8" Morix. Clearance between members 11-104) sad 11-.051: 92`-5,• CX005 8 9.0000 .3750 .1875 1•-0^ 3'-3" 10`-0 3/8^ 493P Vest. Clearance at member 1(CXUD4): 10`-5 7/8• Vert. ClearanC. a member 8(CX005): 10-8 3/8- ` Finlahed Floor Bleva tion 100•-0• (unless Woted OCherWiael /y\ iaat BDILaFR NOTB: " A p00;12 t 52 - llation of Tem ioa Contrml Botts uy aoc M 7 )j6 B 7�2 Po331ble in ar ea Whese aftxeme pitU, atifteaer 0 location, beam depth IT othax obatsactioea uy o g z„ t 6" 4'0p0;tZ A In iheae ...... aubaticutlov of vmtf aud, holta tightened With r nehea a regniced. ME3. e e - e ,�' ° aexpla �xdte c C Coo 0t I I I I I Hlh 100'-0" e FRAME CROSS SECTION AT FRAME LINE(S) 5 11 2'-1 5/16. 4.000:12 10 30'-B" Ridge Kt. 9 2•-1 5/16•. 8 2 0 3'-5 13/16" 7 1'-8 13/16^ 6 1'-9 3/4" 5 3'-2 1/4" 4 4•-0" 3 8 1/2• 2 13'-4" 1 2`-1" Q OimenalOn Key 1. USE trz%1 trz 6325T BDLT (4808%PID NJI µ112q WOWteHQ5.9N1D ntgrtFN BOLIS WR NL BECC YCONEGaONR sEcoralm cup araa=cnaWR as 6wicE eFncE caNv=cttaa. ualss w:EoomEmWBP. mar BBOPwcEat:Hr vtnlEs IE6D Nor eE LOG47m aN lre sa6,E SIDE of Tha V.EB ag niE I-0ILSICE NpaHB2 cQ�4�`'SO EN NAS 9 14874 N NZ' OF 10Y'S11.40 �A L. FO 11/16/2017 FOR CONSTRUCTION Baa e, am9 B,te.mwom mmPa.lx mtn FRAME CROSS SECTION AT FRAME LINE(S)5 Frame member Schedul. - Part Rem Width Thick WebThk. Depthl Depth2 Approx.L9th Approx.Weight CBx001 10001 5.0000 .1345 .1345 0 1/2^. 8 1/2" 4•-1 3/16• 361 CB%001 10002 5,0000 .1345 .1345 8 1/2• 8 1/2" 41-1 3/16" 36f CX006 1 5.0000 .2500 .1345 1'-0. 3`-1" 11•-8• 1954 -1011 2 5.0000 .1345 .1144 1'-1• I'-3" 30'-2 1/4• 4060 3 5.00.0 .1345 .1644 1•- - 9• -018 4 5.0000 .1875 .1345 9^ 1•-2' 22'-5 7/8• 2901 5 5.0000 .1875 .1345 1•-2^ 9^ RBx018 6 S.0000 .1875 .1345 9" 1•-2' 22'-5 7/.' 2904 7 5.0000 .1875 .1345 1'-2• 9" RBX019 0 5.0000 .1345 .1644 9^ 1•-3- 30'-2 1/4" 406t 9 1.0000 .1345 .1644 1'-3" 1'-1• Cx006 10 5.0000 .2500 .1345 1•-0^ 1'-1' 111-8• 2950 eP%001 11 S.0000 .1345 .1345 10• 10' 15'-4 1/1^ 916 EPX002 12 5.0000 .2500 .1644 20" 10• 23•-9 1/4^ 2264 EPX003 13 5.0000 .2500 .1644 10• 10• 23•-9 1/4• 2266 EM004 14 5.0000 .1345 .1345 10^ 10• 15•-4 1/8' 911 - IO 4 p6Ds2 I ■n, J . QBolt CovneCL10D t Plate Schedule Deta11 Id QLy Gxade Bolt Bolt Plate Rora Rova T.na10n 9aahex Paitpo Di.. Length Thick. Out Iv ..It A 0 A325 3/2• 1 1/2• - - - 19080 B 6 F1852 3/4- 2 1/2' 5/e' 1 2 Yea _ Tea 0091390 C 4 F1852 3/4' 2- 3/e' 1 1 Y.a Yea 0..1388 D 6 F1852 3/4• 2' 3/B• 1 2 Yes tea 009T388 E 4 M25 1/2• 1 1/2• 3/8' 1 1 490a0 <8. - (2) WaaU-. (095972) reg`d at .1-9. Biace to S.Covdaty. Frame Clearance. HOrit. Clearance betreen member. 1(C%006) avd 10 (CX006): 961-S• Vert. Clara... at -I, 1(=006): 12•-8- Vert. Clearance a member 10(C%006)a 12'-e- BR25G V.rt. Clearance at member 11(RP%001): 16•-3 5/16• Vert. Clearance at member 12 (EPX002): 241-8 1/2' BR25G Vert. CI ... Itc. at memDex 13(EPX003): 24'-8 1/2' BR25G Vest. Clearance at member 14(EP%004): 16'-3 5/16' BR25G F1.iah.d Floox Elevation - 300'-0• M..... Woted Oeherriae) O 13'-0^-I---25'-0• �2d'-0•� 2S•-0•-�131-0• 11 2'-1 130t00:12 CL CL CL 85 4.1 0 1-1Rid.H. 1 FRAME CROSS SECTION AT FRAME LINES) 6 0 2 1 3'-5 13/16" 7 1'-8 13/16" 6 1'-9 3/4" 5 3'-2 1/4" 4 4•-0^ 3 1 1/2" 2 13'-4" 1 2•-0" MDlmenelon Kay «sP+ax, ,dw3zsrBarcasmo,Awwrtw7,m� yroyu.Hm+s. swx)naa6H IarsFoRuls6c«aaurcwac7 S6�V f/ CJP CON.£CIIpJ3, I1D MIJC£ PRACE CONhLRONR +C4ewRD,spogm,Wss. z 4wrREwaRCEr6Wrvu�6s w=8nrvorDelorw7maR,w=sa,W sIDE OFII£nEa PS 1HE wLL51DE WASHER HHILOBR atiov 11. eva Inatallof Yion Control Holt, may n b. possible Sv ax sa whet. .rirama pitch, tiff... Iota tion, beam depth or other oh-ctiova may occu In than. C. substitution of nuts and bolt. tightened rich r enchea a r.gmlr.d. SS\ONAL QQp'cF'`' CE1,S�cO 9 14874 a C NZ9G /F OF \O'r0� NO4 L. F01� 11/16/2017 FOR CONSTRUCTION ssa9B+ir+weoar•mm+ie m+a FRAME CROSS SECTION AT FRAME i)NE(S) 6 a o 1K., 1K BASIC EREC— WIDE — SIRDCNRA- CQOE��SO ENS C,yFA E` 9 14874 Q• y'G OF %Or��� NSA L. 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AT COLUMN mm Keoo,1) su +w �+ ^�w-SO.E2 GABLE GUIT CGNN TO ftgxE BEAM �55\ONAL E4.G Qpi yOENSF��ytF 4 e °rc (axiTO°uee'O v. �xaHee ~ sccn A -A FL 9 14874 (r � T'T�e"a=n+-A. rnIILMII irr" Lo°wt ° 8 T.. vr. ,>.x.%�i e I/.• .r x yr nwe L FO SICT T>/T AT l°� un wx aue>xe an+ra SECipw - �:v�m p ECNON A -A ��/I6�ZO77 FOR CONSTRUCTION JAMB i0 GIRT Y v52oB2 aOARIA JAMB 80.5E ATTWHMENi wS20Be x '-' �` GIRT TO JAMB WS2OF2 _HEWER TO JAMB ws2OFs 1. LHESS NOTm.I.aE Irzx 1 rsAstsTBOLT(gmeD)gw NUTNTt� MJgsHsfts SNWTItiDEw mLTs FGRAFLfS usEc«awrcorrErnoxs. CESAREANUOF3+FLPARTOSTABIIITTOFTHE �s sl eE PRGPERLr wsrwmPwoRTUBnErna+ S REMWgL�ORAitERAT01JOFnNV CONPOnpRISPROHIBITED. _ w mmBAlaeoe Zm wslate WALLSECONDARYSED'S Ax. RAGG—TE °bra IpN o—El alGu M.rywee Nrs ESyONAL EyG 4QO� E NSFO,yFR` 9 14874 a o¢ s y9G �OF �0��� NOA L. PO 11/16/2017 FOR CONSTRUCTION tua SSImEn,USE,axt,rsrussranrN)/�Nit�) oSpuoTF wov,aslees.swGnGMEneousFOR,w.sewrnnarww+EcpGNs. WALL SECONDARY SED'S 2FWK£fl4gCEgMfµlMEff+gLPPRTOFTE5fPBIpTYOFTIE svEpFlEn ar µ BRNORIPgLSY51FMAN0 M9TBEPROPEPLYINSfPllFD PRN%t TO EREtT S%r i TWn N4,l Ou,w�3m RFquwEMFMS THE PNiFOSE.rtS.NLLlUTffMOpF1E0. REPRORKEOOR LGEOFOR.WYO v wn n GP t`WILLN]Rrc'c R,ccrc TO iREPERFORIMNCE OR EERGNOF TMEGENERK COMRIGlOR uuM EAEOfORp SOIELY RESfVN9ElE FORILgwI.TE mp '��VlmyMb Of(p ary OTMER PR00.GlaR WMFOIENi - - _.. ____ wnuuw3lrvltavRnrviE vnm ms d iEMpJPLORILTEMMINOFPNYOOMFONE1IfIS PROHIBf1E0. �F„RU Rxm Rrwnvemtn ury � ,uG elTRUL�s �$n NTa4 uLISPUGaFwBUEruYc4 p��=�P e ring Schedule IdV ¢ty Start Length ¢ty Stagger Length Type Gage Fin. Color 0lrectlon 012 21 38'-2 1/8^ 21 39'-2 1/8^ ::1 24 2p K Left to Right 013 21 16'-6 7/8^ 21 20'-6 ]/8^ 24 2 K GL Left to Right 014 21 38'-2 1/8^ 21 34'-2 1/8^ SSR 24 2 K Right to Left 015 21 16'-6 7/8^ 21 Oper. Code:2-S¢,S¢ 20'-6 7/0^ SSR 24 2 K GL Right to Laft FSn19 - (Kynar) Colo-r:GL-Cool LeaY Green 11 Covering Nark Schedule Id ¢ty Start P nel ¢ty Stagger/Last Panel Direction 012 21 S38021242ML 21 934021242ML Lett to Right 613 21 S16067242KGL 21 S20067242KGL Left to Right 014 21 330021242KGL 21 .34021242RGL Right to Left Y15 21 S16067242KGL 21 S20067242KGL Right to Left Q I am — Trim Schedule Id Pasta Colox Detalla T1 (12)RSC10, (12)RSR110, 56059i NOL Applicable RCV31i T2 SRC F06,(8)3RCF10,SRCN06,(8)SRCN10 Cool Leaf Green RC 418,-19, RCV420 T3 (12)RSC10,(12)RSR110,56059] Not Applidable RM17 T4(11)STCIOA,(11)RFR10-130,(11)RSB10, Cool Leaf Green RC10A1,RC30A9 (11)RSC10,(5)RKF20,RKF10 TS SRCF06,SRCFIO,SRCN06,SRCN10 Cool Leaf Gxeeo RCV418, RCV419,RCV420 T6 SPC40,SRR4 -01 Leaf Gxeeo RCVSOI, RCV502 T] (B"' 10B,SET05S,(5) TA14,(4)6G204, Cool Leaf Green RC03A2,RC38E2,RCV009,RCV324 EG1241(43) STR4,(9) GRA10 TB RFR10-130, RKF10, RSB10, RSC10, STCIOA Cool Leaf Gxeeo RC10A1,RC30A9 T9 BSI,_ FI, GGC4,NCC1 Cool Leaf Gxeen RC3 EN1 210 RFR10-130;RKF10, RSSIO, RSC10, STCIRA Cool Leaf Green RC1BAl,RC3DA9 T11 (8)3ETIOB,3ET058,(5) TA14,(4)BG204, Cool Leaf Gxeen RC03A2, RC38E2,RCV009, RCV324 eG124,(43)STR4,(9)GRA30 T12 BSl,FPRFI,GGC4,NCC1 Cool Leaf Green -38N1 NASe�G/y�9 FN T12 14874 80'-0^ N Nl O Q 4li Z9C��OF Ice Oamminq Contlltiona gxfat gL gL \Or= "tQ.4 FOB 1 1-0^ Staxter Panel (Cut Dim. - 1'-1^1 ❑Dimenafon Key - ROOF COVERING PLAN 11/16/2017 FORCONSTRUCTION PRSDwur+Gwuue=TPARou_gFaasmuc]uar4 FnsiFeu;gs 1.NAY BE Po:WI EO FORIEAW GPC£1ESTED2FP,PM'ORFRSTENERS rosmucn.R4leEuns o T ROOF COVERING PLAN 2PmA1H8NE PN INI[iWPL PART DFNE SIRUCR.PAL SY5IEM. IRSGEPIWHRSCIRHEIBIIED. a ro 6WORAPFLpTLFTRApRINWG2LUASIRWLnEY 6 t-e y,eFry—eW NRMf11T1A0l1R1ONpePoS0RRO,lRUFM1PFMNCPoREMI H SE MEGME Po SNOMs REuecalso avw N—YD=M:MPOER nri�nxc Tla maaEc:OSE OF TEu eau:wEeSCIpµ VM Line,/Soffit Schedule Id Oty Type Length R16 2 FR 23-2" 92 2S 811 28 PR 1•-9" Ope,. Code:1_SD'So Finlah:R�N[L (Ryna,) Co1oz:G-111 Sttaw Gold Gage OP Finish Colo, D—Ction 26 1 GD Left to Right 26 1 R GD Left t Right 26 1 K GD Left to Right 26 1 GD Left to Right 26 1 R GD Left to Right rAM Line,/Soffit Ma,k Sehadula Id MY Stazt Panel L.-Panel Di,ettlon Sta,t Dis. 916 2 .23.20261RGD W23020261RGD Left to Right 0•-0',0•-0• 9] 2 W20040261KGD W20040261KOD Left to Right 0•-0', 0•-0• 91] 2 W09086261MD W09086261SGD Left to Right 0'-0•, 0•-0• 42 28 W03090261WGD W01090261KGD Left to Right 3•-0' ill 28 W01090261KGD 903090261RGD Left to Right 31-0• T T TziW SohedDla IPazta C010t Detal3a Tl (6)RT19, (1)RT10 Coo1 St— Gold FC26A1 T2 LTA05 Cool SLtaw Gold WC618G R s 50E°�fp 14874 '"s•7`�� a �e OFt A L. FOB 11/16/2017 FOR CONSTRL=ON w Due W. sa n.w•amw.w.roh.rx x.0 ROOF LINER PLAN Covering Schedule Id, Qty Type Start 1119t5/8•h Gage OP Pin. Color Dit—Tin. Trim Schedule f1 24 PR 1! -1 26 1 _ K GD Left to Right Id Petta Co1oi Detal3a f3 3 PR 1'-11 1/8^ 26 1 K GD Left to Right T1 (4.5)BG2415, (]7 BT10 Cool S[raw Gold EH52A1, eWv003, RCODAI, WCOlAB, Opel. Cod WC04G1,WS21B2,WS27D2 Ffniah:K�KXL (Xynar) T2 DFTI2,J 2 Cool Straw Gold NC24A1 Col":GD-Cool Straw Gold T3 T4 OFTI2,HTS12 IS)PCAlOB Cool Straw Gold Cool Straw Gold WC24a2 WC11P3,WC11F4 Covering Nark 6ghedole TS (2)SCE]5, CP530 Cool Leaf Green RC38R1 Id Qty Start Panel Direction 3tait Dim. T6 5CE]5,(2)CF5lO,DNl,(3) DST1 Cool Leaf Gieen RCSBRI 11 24 W12115263KGD Left to Right 0'-0•,]2•-0• - f3 3 No 1111261KGD Left to Right 63'-0" T 1 T 80'-0• BL BL COVERING ELEVATION AT A NSSOcy 14874 Paatener Schedule 19L OF % Part Color Description Hpq Fp 009]584-104 Cool Straw Gold (T-2) f12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Waaher - Panel to Strootosal L o097581-104 Cool Straw Gold (T-1) 1/4-14 x 7/8•. 5/16" Hex Hd, 39 Cap w/Waaher - Panel to Panel 11/16/2017 FOR CONSTRUCTION PREI»OLLPoO IB ODMETER IIttE3 fYMt 91RUCRPPi FASTENERS v 9Er dnw:o roRxFwwGAc;E NesrEnzEe.uax'cavnsreNERs ws�6ow 99wvre nE PRoveRnoP rP acw,s�so E0.uori�rarEooPa�o N�B,T4•o. u.mwrN afz COVERING ELEVATION ATA ( TnsrRuenaenLeFu4s A uu�,wiNrPc�uPunarT�smucTuwisysTetis x A1oR,uTewTnwwn�artPwoRAGr vwnwis PRaNiein=o. or�Pwrrwae o uirForRiFnr moo ou mT�wn.�iw.TSHIai nE4Hei wiwseuµ�Dw 1— •aAwwre .o..Tr,,.��",w4 M m ra94rAcn3ar4; u4erAraws sHawr Fa.E1s MAv R9aUne Peen s96TTe cwEwresnEa.Te raT curlFwGme. sff DErwis saRcoveRiNCAHOTwHrAs�9.Eascccincnnaa ,.,,���"•,.•.�.••L,.�,•., a,.q ro�ao�ER uac`ax°sK ,..-,��„�.....�.,�.,..•f.j«. nF,.a",,....00.,,.., covering Schedule Id Oty Type Start Length Gage OP Pin. Color Increment Direction 44 1] PR 281-10^ 26 D K GD -1•-0• Left to Right 45 17 PR 28'-10^ 26 c K GD -1•-0• Right to Left Opez. Ccde:D-SQ, RT Oper. COde:C-SQ,LP Pin1.h:K-KKL (Kynar) Color:GD-Cool St- Gold COverinq Mark Schedule Id Qty Start Panel Last Panel Increment Direction Start Dim. f4 1] X2810026DKGD p1210026DKGD -1'-0" Left [o Right 0•-0• 45 1] X2810026CKGD W1210026CKGD -1'-0^ Right to Left 0•-0^ 1 COVERING ELEVATION AT 6 Trim Schedule Itl Part. Color D.ta11s T1 (6.7)BG2425,(10)RT10 .Cool Strati Gold RN52A1.RRl003.R000A1,MCDIAH. WC04GI.RS2]B2,RS2]D2 T2(3)GAC1024,(5)NLTAl0,NLTA05,SC$2026L. Cool 3tle, Gold RC80R2,RCB 0R3,RC80G1,Cl2Al (3)CSA2011L,(44)CSA1042L,CSAl101L T3 (3)GACI024,(5) NLTA20,NLTA05,5C32026R, Coll Strae Gold RC8022, RC80H3, RC80G1,MC12A1 (3) CS A2011R,(44)CSA1042R,CSAll01R T4 CT16 Cool Staar Gold HC20A1 ENSC'yF F9 14874 Paaten.r Schedule r o Pare olor Deacrlption c 'Gi1.ogOL 1FO� 009]S84-104 Cool Str.. Gold (T-2) 012-14 x 1 1/4", 5/16^ Hex Hd, SS Cap X/Hasher - Pan al to Structural 0097581-104 Cool Strain Gold (T-1) 1/4-14 x 7/8", 5/16• Hex Hd, SS Cap u/Hasher - Panel to Panel 11/16/2017 FORCONSTRUCTION t. Pg60lOWNG rm OIANEIER HODS FIXi SDUIOTUUL FPSTENERSIN roREQui�DFDR�,wGe� resrED2Ee.arvDaRFasrERERs smucrtnaieeasu OitOR RFmurvs�RROReStt OF r oma .,,q„rR s,m COVERING ELEVATON AT usaR<µiRrernuPaRraFrre smucnwnisrsreM. x�MCSPNORPiTERAnW NrtIgRPmg3a0r11IX02AnON i3 PRq.aiiFD. MvaracnwnDuaranarvs aCGiwa rHr y-e macaw sHDRrPa.m'e ayvREouiRE EiDs6snecwewnGsctffnaeFDRwrQ;Mans. SEE OR OQ,FRINGAIU IiUM FASIErER SFECIFKAMIN. ec,.iimc^c.�.. c^.rnc^w.A ...........�c.,.eec,.i Rc..c rc..we.^...^.,..., rO PROFEa FREOiiOM� s � yssy N51 Covering Sehadule Itl Qty Type Start Length Gage GP yin. Colo. Direetion B9 24 PR I,'-" 5/e" 26 1 K GD Left to Right B10 3 PR, 1`-11 1/8^ 26 1 K GD Left to Right Opel. Code:1-SQ,SQ Fi,ilh:K:KKL IKynarl Colo.:GDCool Straw Gold Cove.ing Mask S.hedule Id Qty Start Panel Di ... tlon Start Dial. B9 24 W12115261KGD Left to Right 0'-0", 18•-0^ B10 3 W01111261KGD Left to Right 9'-0" T 1 - Schedule In Part, Colo. Details T1 (4.5)HG2415,(7)ST10 Cool Straw Gold SR52Al,BWP003,RC0RAl,WC03AB, WC04GI,WS2782,WS27D2 T2 DFT22,JT12 Cool St... Gold WC24A1 T3 DFTI2,HTS12 Cool Straw Gold -24" T4 (8)PCA30a Cool 8t.ax Gold WC11 P1, WC11F4 TS 1215CRT5,CP510 T6 5C375,(2)CP510, DH1,(3)DS'T1 Cool Laaf G.... Cool Leaf G.... RC3BR1 RC30R1 T4 all 011110111111111 BL BL COVERING ELEVATION AT F ENS �9 14874 (p V•� rO Q, Pa are... Sehedule Pa[t Colo. Description Npq Fp 009T504-104 Cool 8erax Gold (T-2) Y12-14 x 1 1/4", 5/16" Rax Rd, 33 Cap x/Washes - Panel to Structural 009TSB1-304 Cool Straw Gold (T-1) 1/4-19 x T/8", 5/16^ Hex Hd, 8S Cap R/Waehez - Penal to Panel 11/16/2017 lwl.4 FORCONSTRUCTION t.PR6IXUWNG tre gaf.G]FA IplBBFDR S]R11C]UPOl FaSIFIlERS tuveE PEd:a aD FaR4wGs�rWSTED2Be,Ar4vcR FnstErsas rosTmJcnrmlaBu4s D E,EC aEM�NS TtE PROpEan oc T JBI ad. Ne,F�.TN Min COVERING ELEVATION AT 2. SIEEL PMELS NlEP]tINIEORpl PAR]OF TIE SiRUCR6Y15VSlEM PEMOVAL CR rYTEMRON W1110t1]PNOR 4lRt10fUUTW 19 PRp4BITE0. MaNIFRCIUlING aREJDCNnNG.SEERECWEWNOSCt£gAEFIX9CD]IENGMS. MS OR,CWM wtMTxB Tm,4M, Caeau>an t�aO4 '^"^ VMe]Yb Gasp CM]RDW98Ngi]PANELS MAV REWIRE ovxOtE,EMRECIgn, p o. ��tnM 4. SFE JOB DE(PJLS FIXt C[NEWNG 4NDTPoM FPSIFIER BPECIFKARg1 1'^pt]PaM _ - tutvmn t2ie i> "'"'�'`]MVi1 A19mtmao�t •�......r��� - - nxAmA vvw/cawrxc < t t caa x<x . COWw (x�mAU _ reu,q (c.arj aU _ _ of M'[�.2'x `wa Aou— nuPosr (aA , su - Unozr «+w - eln�cAa Aosr PANEL RiB ROBP AND FALL PAnA (PR) rare wAu ru+n AAS all A R rl Si - - rS �P Srn� fA6ECT. �dw � ftOOP INST—ION WIRE A�e•�aAD�K _ _ _ r (Noxa>,u)� max' FALL ,R Iros uaA re �•� s.M �r w µ wR,'OA ----- -- €��" - �♦ ..'-xa::6°'•�eos A„%on,:Rxgx s swo ua �tmei,w. S510NAFy t I,/.• �+fw I rs,swR twL •y QQOt��OEN@�cL -a��yt^` iqe .-o ac a }i I xs 9 jv<-I:d,& �s •Kr Po. xa,s / „° 14874 Sri An.xu o..Io-r (sic a:, ,,.„Ace aNawr.,wE r4 I— �'1 L• f 11/16/2017 SSR STARLING RANEaxp ^` SM �PA�Kq TRIM R (1NM r3 I W sib TI1A ATTACHMENT ""'^' ^ E— OUTIER CgiNER ASSEMBLY ftct DAt uLw/euHNn xwr. RCJ0A9' �RCK2 uiuo) �Rc]BNt FOR CONS7RUCTON to vdnN�aRoolBierw LY P rerarew++ce � v�eRciissaROEn�Ain Ai EREP waa. u.mrrrN selzs COVERING B TRIM SEO•S u was w�rai¢�,lavly i'��)roL °loin)°T,w o e vo. mwn isr'�'n„"Ea,v.l ]vw �T��o nv[, *aQ rvw'(m 0 m°ygMn w'�m m s,.icr j) n,„z Star anm sa®iwr T. losnl,�=mu°eoM Pow.mw,icn,ol r „% 3 °°°°"°. ✓A�\ I roxPwcu,s w amova E�^=�'m „ FOR i _ �IN� a�vEi rM.oa M.wP.Rw ,°R �m 17`+n v" - F T r°Nww 4PURIJN wI°rtrtn ¢,SIP n�,° n" , •w vuu �„ r ec�Oi.; _a°�°vrn i.Q o� - ASSEcwaV %„RCSOE2 �N4 PURLIN CLOSURES YRCBOES "R�'�� ^ �T � "' " RC39R1 rD]L°YsrS— PURLIN CLOSURES (YOSURES SSR ROO w/ EAV£ W R g t,xro, m,ax.v o'i w'.'.'�' 'G.• :,a.� �.e Pao eM° .µa ,e ewro ieo,o„+:<.,..+ ..%a'i' Ns'ue'ss�Lrn.• ry ro P.w, �» °G��;.-,»x. 1 +xo»vNi°t aw c_, tsea»aim Ms ®.,:, � ..a ea°t tin - Asa -- 4D1l vw a,Ti KWUMr FASTENER LOCARONs rv=xc xu,u�YA E Pd�:,a'"`oTh• o•�� Nxnm' .n^L nu „ �RCV416 SSR EXPANSION JOINT (FLEXIBLE) RCV31T icoP[ .Ru.1fL MM f TRIM SPU.s SSR PA ATTA ..' �RLV325 PLwurvsR® SSR� xE0 PAN¢ C_ •-ACV]53� _ AnEt STAOGEFEO ENONP Ix-,R.Ra�,/.'as� ia� mrin Iz.o-) o¢ ��1 \ / "'III"` PNxx m=iaw "14,V _�•. ,AF[ 'ros ;=lrsgI I I I I ].a•c,a __—�_—SSXGNAL — — -err mu. a¢QssFxc'w,.>, fee a+s + I I ..EX'm >• am.iiuoe Fo nc Ltt. SLiL�ui�n w°) w emx. , c���J°ENSF c�y`F Q y s cou,. w.La< wwo Pe .,xx eePMw sc, µ:iF vv=� '`". 14874 .y(IFOFT���Q� •° +/e•°: s c s)nn O1n P°s w..•: .m le°iii NOA FO g�w P l�n>°i riciwvn "'ss ^"�' L. 11/16/2017 FOR CON51RWnON RCV4T8 SSR RIDGE COVER ATTACHMENT ssa sEAa cA HICH aIe RCV41B a `RCV42o rtcE�Tap slnoN nnswNc �`rsV _ ,s ssa srAccERED PAN¢ ENDLAP vL,n vfq ° _ NFREfN4 REMVNSTH: PRJPER,Y OF Y°ftO amow.+..amc iF.°w.=TR a, COVERING&TRIMSED's —II REPROWC[oo _ u'nN!l CuWvn r ' �,Fq,T svVM'NL,v� v Ve°yMe} PROPER EREGrw, gr.l isrx"'_'w �W v% rro�vmnsi[xs � tc Imm�>d I /��tK ruc rs�c RBI mr �`wRsm°¢o` m uE vAr¢ vAm Vr s.a rm /.vi_N ipi`rsr EE, . a [mr • r • aea wa vi L leoim (� I at9Ee aminE sxxc nlT w°�F �o3ilsElx ' 4[®o°P,nexana i �roE :n xw[� M..) >�n RCv50�... RIOOEAu.TwAUAnArv¢�s 9T� 5W RIDGE TO RPKE lHAN51TIGN CK28P"EVIP,ccEREO ENOUP ^WCOtAB . BASE OF wLL^ATTAb1NENT ANEL RR3 WALL ruin`t ��sxm I¢uxuva w »A¢ n I I em naT/R r . nen T � ens .xoc JJi_j' J Aw•nt �/Y ¢[p.x¢ ?�o o.c'm .w. ¢ (wlrcol rmx e�•� i tar,-[sma/` E\ ¢vt nlwxM vAA wNA xAxx xNL..x¢ _ •./r a.:n m°u o w rcr-)n / E M-1 ^WCIt Ft PR, NR Y RPR W LL AT EAVEA• ^yrcI1FC WALL AT CANOPY ROOF - WALL PANELxAT RAKE IE%iENS10N WCI2AI somT (A¢ Rarsf d^•^^ ^~wC10Al OUTSIDE CORNER —TRIM WCI<4t JAMB IMY AT ONflafgD DOOR �teol D) ¢ $ECTION A -A Mr'—, ®: �T� w as [urz �� ai taro vw. � �r flp%lo[{so.'Wwv (i�lscrxniq e ewwrq Lxu \ S510NAL 9 - xw'd!'- �/ 000n DAslxa rxor �"i� 91 - v / ' 14874 Q• coon xuow al e)-r I5�_!x!M• d �.r �O Z91�OF en� n•i[i�/=/' SM— A -A •-? . s l AA L. FO 11/16/2017 e WALL TRIM AT DOOR HEAD NC26A2 BASE GIRT AT COLUMN W52]B2 a DOOR HEADER Y HOOD SUPPoRT CDUNG LINER PAN W'C61W EL UP FOFtClNS1RUC77EN1 ou R�EOP�E`RoacEuoRROusEOFon"uxsPo��oF �.eTx m[ss COVEPoNG BTRIM SED'S cPi,eRxrol+.x.cTa+u.aox _ tv Rxw.N HiPI eReGRErcwTHseuEiwLxo °RvaitTlaE uNvr''+c TStnwRwWm�mm '••L•'0ey`^M' �..�.� �wnwa[ oPRovE eL4 Nat ERc`Eivaxc.0 ECEa iEmoµO°"ReR� QDE��50ENNNS OC,yF C 9 14874 u Ny' OF \O'��Q' G�O4 L. FO 11/16/2017 FOR CONSTRUanON mo .r+aeau .w+.*�s+ss COVEMN03TMMSEOS zp�wNAE2�Lw ip z-PURLw z-PURLCw�� Tp ��R�p1 FNDT BY BLUESCO�IN CgrypIGpLIEE�NApN�fETRa pI I OT Y¶BLUESCOPE) (NOT BY¶BL4ESG�y gg p�A1E 5�R�1 HANGER LOAD HANGER LOAD `NOT BY HLUESCCPcJP IHANOER LOAD WEB HANGERS FOR 1/2' DIAM. BOLT TO PURUN COIAECIION-- NAX HANGER LOAD•I500IbP PURUN NUST BE SPECIFICALLY DESIGNED FDA LOADS GREATER THAN .0 LB. 5EE NOTE y2. 6° k A "EST BY BLUE T Z-PURUN W+DTH HALF FLANGE CE RN 1♦I aCER pEN BmmW V�J p �pL[ F ATOTEtIN ORIl9R5 FL M'. LIP Z- PURUN ((A�COPED /16 "O A�P�RUT�N VERIFY OVERALL PURUN DESIGN CAN TAKE APPLIED LOADS. SEE NOTE /2 NAMMUN LOAD SUSPENDED PRON BOTTOM FTANDE (LOCATED AT HALF -RANGE NOW) RRICKNES5 — LOAD aw I 110bs MAX LOAD 0.0B9' 2001bs DOES, 1204P 0.098' 250be 0.0T9' 1BOLP 0.113' 2506a FOR LOADS LOCATED MORE THAN HALF FLANGE WIDTH PROM 1 , USE HALF OF THE LOADS S—N ABOVE. BOTTOM FLANGE CLAMP HANGER BOTTOM FLANGE ROD HANGER TOP FLANGE SIMILAR TOP FLANGE SNILAR DO NOT USE ANY OF THE DETAILS ABOVE F R00F SLOPE IS GREATER THAN 4:12 Z-PU10.1N `NOT BY BLU"ESGOPE) Z-PURUN RI AX pEp q RI �q s �Lt�v 4AA9D E FOR (N 9Y BL0ME) Pll11RRLN �NANGER LOAD 114ANCER LOAD DOUBLE PURUN HANGERS VERIFY OVERALL PURUN DESIGN CAN SUPPORT APPLIED LOADS. GEGDNFNR[ANL NOTIE �S TAR ,yI 5pp 1. FOR OIg.A.1gO1,AOADSp(IOL5F5BUTAIIMNG SFTBpSEDlE11Cpyn OT}NN ANY SNQEtpPURUN WSSTT BE EXPLICITLY LOCATED -0 DESIGNED 2.0.* ANfFRS 41IIOIILO� BE �&l ALPRD)C E�IIL$A AA D WEN vURIIN SPAOND (D 2 L VURUN W r jP r'P'P P MA0.5M P MAXI 0.1M P NAX- O2 r P E Y f r r r r $ -wDw Mom P MAX- 0.2M P MAX- 0.— E%AAPLD A PIPE IS S S;p.pED FROV A PU181N AT 3 LOCAAOIS EQUALLY SPA® BAY SPAQNO � 24=0' PU3N SPAONO D'-O� SPEOBED COLLATERAL LOAD 5 PST W -S PSFX 5 FT -23 PIF L; 24-0' DUETHE PURUN CAN SUPPORT 3 LOADS UP TO ISO LES EACH. PICK A NAN— CONNECTION CAPAHE OF SUPPORTING ACTUAL. APPLED LOADS 3. FOR LOADS GREATER THAN 250 !e. FURI.ILS NUST BE'BLOLNOD� AT LOCARON OF LDAD TO PREVENT PUNUN ROTATION. ,. EQUIPMENT LOADS SHOULD BE OBTAINED FRON CERTIFIED EOUIPNEMT ORAWNGS AND NANUTACTURER'S DATA T uxDElt SxOw AND W1N0 LOAD; IIEMs THAT NAY ff DAMAGED OUE TO OE'FLELTIW; (EX 5. UUENESU[NVTEpRIF�YppTTpHAT PIPES OR �SpU5µ5SEPpIE�pyN1DTED E(TOry�A[PpMp�ENpT� ARE CONPA(TKLL.EERNIHRAINQFEXAPSECTEIyE�ID OE/LECIIEI�ON( RRAANHI}G5EEELF(31/IBO� B. "rRIS`,i&5L11TX NE Ot9GNMING R IS NOT !E WGEAIEEi f1DTo RRPE TM 55UPPQtP M. NEN FOR THR IOADMIN� T. ,:ISFS%ULAjp WLL NEED TO BE BRACED (TO THE PAWABY FORCE RESISTING SYSTEN) FOR LATERAL STABLLIY DUE B. HANGER DES— IS NOT TVA RESPOSANUTY OF BUlESCOPE 8' TOP RA %N IF TOP FIANCE HANEER�SDARE REWIRED RATE T1E IHr-kqS AT 1HE-ROOF PANEL NAAR�C.ek 0AR0N DCATICN TO AVOID O—.— THE ROOF PANEL WITH THE HANGER 1NQl THE GR�OOF PANEL IS ILADEp OR wMl® QN. 10. TMEENTOBP Z WEECI V, TO AVOID DANAGNGG WHANGERSE ROEMAANEL MM TOP WE AM Mtf]1TM WER00 WPMEL 13 LOADED D, � WALKED ON. 11. DO NOi HAND ANY TYPE OF DAANE HOIST, CONVEYOR OR ANY MOMNG LOADS FRON THE Z-RIPENS M DO NOT NANO ANY LOAD RROI BBRA SUPPLIED PURUN BRACE OR BPoDCNC. m DO NOT NELo ANY PART OF WE Z-FURLN. IA. Q% 111USTDI 04,ylFEpeAfV M-DER UNLES AURI0 = BY BBNA ENOEEISR. DRLL OR REAM ROLE %I, N FOR CONSTRUCTION w wmF. noo �w+amom. M.�o•.1H m+a CONCENTRATED LOADS ON ROOF T M. , ARC1 dRR DJC1- d" DJC2-'� DJC4L_ mod' DJC4R_ n.,z EAP1 EAP2 ESBS_ yy e'er r m T c m T `l y� 0 ESH- FFC- GC78- GC19 �*�;^�^ GC5 GC53 GC71- on ---yam GC9 GC91b GCD GCE GCW1 GCZZ ao GFA ^ ° °e FJTG1 _ JTG2 'N JTG3 _ JTG4 KMA1 am W C4/PCS PC27 -"- PGt PGV_ �,� ap®� ®Z ®e .nu��wncru VCC- WBBC2 02H- „,� a 06H- BENT CLIPS B B-081765 04 FOR CONSTRUCTION w a+sro, rmo w..dmob. rwmmTn v,a BENT CUPS 11-4 AT_ BT_ CET— Dt' �� CT_ uti�.�, DF_ — ET_ GGC_ HET HT_ IHTS_ ICF_ JT_ ^..., FmcC1 MS_ MT_ MWT OCT_ PRC - RCF_ RCL_ RGC RHC RKF_ S—T--SEF_ ,„ SET_ -- SPC 1=1 ST_ ULJ ;°;pTM.; TC_ NI U E RY TLT_ Wes„^ WRF_ *TRIM COLOR NOTE" DESIGNATES COLOR SIDE STANDARD TPoMS B 5-081766 01 FORCONSTRUCTION ana y �Awr.osa„^wm.N x,a STANDARD TPoMS ROOF/WALL STRUCTURAL FASTENER MARK 812-14 x 1 1/4'. 5/16' HEX HO. 55 CAP W/WASHER NUMBER COLOR 097584_- SEE COLOR SUFFIX CHART BELOW ROOF/WALL STRUCTURAL FASTENER MARK /12-14 . 1 1/2'. 5/1C HEX HD, SS CAP W/WASHER NUMBER COLOR 097585__ SEE COLOR SUFFIX CHART BELOW WALL STRUCTURAL FASTENER (T-2) $17/j'12-14 x 1 7/8". STAND OFF 5/16* HEX HD. SS CAP W/WASHER MARK NUMBER COLOR 097597_ SEE COLOR SUFFIX CHART BELOW ROOF/WALL STITCH FASTENER (T-1) 1/h14 x 7/90, 5/I6' HEX HO, SS CAP W/WASHER NUMBER COLOR 097581_ SEE COLOR SUFFIX CHART BELOW ROOF STITCH FASTENER (T-1) 1/4-14 x 1 1/8', 5/16' HEX HO, SS CAP W/WASHER MARK NUMBER COLOR 097582-- SEE COLOR SUFFIX CHART BELOW COLOR SUFFIX CHART SUFFIX COLOR SUFFIX COLOR 100 COOL ARCTIC WHITE 101 COOL EGYPTIAN WHITE 112 COOL GRANITE GRAY 113 ODOL SIERRA TAN 102 COOL COTTON WHITE 103 COOL COLONIAL RED 115 COOL COLBALT BLUE 118 COOL ZINC OKAY 104 � COOL STRAW GOLD 105 COOL DARK BRONZE 117 COOL COPPER PENNY 118 COOL METALLIC SILVER 106 COOL WEAIHEREO COPPER 107 COOL 8 RMUDA GREEN 119 COOL JADE GREEN 120 COOL BRIGHT RED 105 COOL HEMLOCK GREEN 109 COOL LEAF GREEN 121 COOL PARCHMENT 122 COOL OLO TOWN CRAY 110 - COOL EBONY 111 COOL IMPERIAL BLUE UNPNTD , UN PAINTED SPR - SPECIAL REQUEST ROOF STITCH FASTENER (T—AB) 017-14 x 1". 5/16' HEX NO. SS CAP W/WASHER MISC. STRUCTURAL FASTENERS MARK NUMBER 55307 I/hl4 x 11/4', 3 e" HpI HO 55310 T-3 55310 7-3 7/4-74 x 3', 5/18� HE% F♦D 55371 1/4�14 x 4'. 5 16 HIX HD 56104 i 12-24 x 1 1/ ' S/16' HIX HD S9227 /4-28 x 8, 5%18 HIX HD 5A228 T-5 I/4-28 x 4" 5/I6' HEX HO 5530E T-A ) p7-14 x 14. 5/16' HIX N0. SS CAP W/WASHER (BAG of SO) 68015 —7) 1/4-14 x 1 1/8'. 5/16' HIX HD. SS CAP W/ 7/B' WASHER RIVETS BULB T1TE SRiUCTURAL BLIND RIVET MARK NUMBER DESCRIPTION COLOR 55160 VP200 RIVET (RV660h6-8W OLYMPIC BOLD TlE) ALUMINUM 55181 VP205 RIVET RVBBOhB-4W OLYMPD BOLD TIlE COOL ARCTIC WHITE 551W VP205 RIVET W60h8-4W OLYMPIC SUM TILE COOL DARK BRONZE SEALANT MARK NUMBER DESCRIPTION 016688 016688 CRAY SKINNING GRAY SKINNING 025392 WHITE NON-SKEJNING 80507 BRONZE SKINNING 110531 FLEX BLE FLASHING SILICONE ADHESWE (GRAY) TAPE MASTIC MARK NUMBER 042715 DESCRPTION 1/W X 1 1/2" X 40' ROLL 80345 1/8" X 1' % 28' BOX OF 100 PER BOX 200 LINEAL FEET OF] COVERAAND 80347 gr 3'GE 10�0 PE71 BOX 027693 LINEAR%FEEEL(50E COVERACEI 1/8' X 1' X 25' ROLL 025390 3/10' X 1/4' % 40' ROLL PANEL CLOSURES NUMBER DESCRIPTION 80130 PANEL RIB X INSIDE CLOSURE 80140 PANEL RIB S OUTSIDE CLOSURE 80360 VEE MB 3 INSIDE CLOSURE 80362 VEE RIB 3' OUTSIDE CLOSURE 80140 TIM X INSIDE PANEL CLOSURE 80130 RPR T OUTSIDE PANEL CLOSURE 80135 SSR FOAM INSIDE CLOSURE 80130 SSR HARD RUBBER INSIDE CLOSURE POP RIVETS POP RIVET 1/8 x 3/5" MU.ElMARK R DOLOR cir,59 Ofi73BD_ SEE COLOR SUFFIX CHART BELOW FOR CONSiRUCTIoN w May. amoRq..oew. wmetx min VP COMMON WAREHOUSE PARTS xcp. ai prtsi nux w•h TRUSS PURLIN DETAIL 1 RLnLMNC KFY t I Isc �u mwi al .�.mo wp„ox orra w THERMAL BLOCKS AT OPEN AREAS V HppT - OnR - � gin• . m,. w 19 a.ma ux THERMA_ BLOCK AT OPEN AREAS DETAI FOR CONSTRUCTION ,wvu.S ffI.ROlinsionL—DER FOR T&d II E RE-1 a oeaciueeo' �a+a^.• REI -I I—E—IRED.-Ewno smxucrusovosuroewrawo.novnoR ErzAREFOR—F I FORobix s.ss SSR DERMAL BLOCK INSTALLATION._a•wAxxw+sniv wsxecruxiiws.u�Pno inrcwrzw+uceuxiniHsa '°••�au.rwu•rnw uPFIiF —C YaorywN. nio p E99 I�Imn,,, =::••o � `�- lei �ii0�iiiiliiiiill'�' .III4°tlilliillli�E '. 7��I� I� .�, �I©I 1 0�r®f 111M EE-1 W MAIN STREET na.r n 'I • UU / csvn �\� I H nv vawioco �• I .ou..o / w.mm.cuw , m. W I• w I ©( W t� / ��io,orte f e •I ''� vo I E . LuLu i Lu e i La rj Q u Z i p • w. SUMMERS DRIVE n....�m CITE PLAN 7• _ D• S1_2 -- I I = oz �Jggg 1 I STATION 1 /4" o S-7,- LU 3 TRASH FNCI O NR 1 /4" = V-0- I I SI-3