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HomeMy WebLinkAboutBarn PlansDrawing Index r U Page Description m� F1 Anchor Rod ii metallic building company F2 Anchor Rod De SII � F3 -F4 Reaction Drawings s 7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 BOLT TIGHTENING - All bolted ,Joints with A325 specified as snug -tightened joints In nccordnn for Structural Joints Us Ing ASTM A325 or A490 Pretensloning methods, Including turn -of -nut, twist off type tension control bolts or direct NOT required. Instal Iatlon Inspection require Bolts (Specification for Structural Joints Sec cp T cp T �x No I I I I BLDG 'B' I I I I CKWI U� 6+F -G./ 0.185x1'-6=NEB GSW2A I CSWSA R Z5 BLDG'A' � 1 I I I CSWSA mm I I I I CKW } T 6xj=Fl.G� 1 1 0.165x1rLG } I I I I I I I I swc EWB 'e' EWD swc KEY PLAN EWB EWD SWA EWB 'C' EWD SWA d) cb PRIMARY STEEL LOCATION PLAN V d SWC EWB 'B' EWD SWC 17802-1 F1802-1 KEY PLAN EWB EWD 'A' F797-1 F797-1 SWA DOWNSPOUT LAYOUT DOWNSPOUT LAYOUT [2 REQ'D] ® "SWC" BLDG. 'B' [2 REQ'D] ® "SWC' BLDG. 'B' EWB C. EWD DOWNSPOUTS AT BUILDING ARE TO BE PLAED AT A SPACING NOT TO EXCEED SWA BO' -0 WITH A DOWNSPOUT WITHIN 1'-0 O EACH END OF THE GUTTER RUN. SOMBREE11NG PANEL IWE = PBR (BRAE RED) F49 -1X (1) F49 -1X - F4048 -2 (1) F4048-2 ••� 4' �� 16.4 15-a 4 10-4 1 _ SAG MILES Y-51{ Y-51{ 6'-51i 6-6j 3-66 6-6 6-5& 3-5A 6-5A b cb cb Gb CZ1EA C21F CZ1F CZ1EB WIOX12 WIOX12 WIOX12 WIOX12 SIDEWALL ELEVATION "SWA" AT GRID LINE "A" BUILDING "C" F395-2GL - F235-1 \j72-; 1 RUSTIC 'C WALL PANELS PANEL COVERAGE = 2'-B COLOR = BARE PANEL PKG REO'D. = PBS -3 Fled Cut Pend and Trim as required per Construction Details SWC EWB 'B' EW) SWC KEY PLAN EWB EWD 'A' SWA EWB 'C' EWD SWA F395--1CR (1) F29O2-1C F235-1 N71 PBC( -01 S 12 SWC EWB B. SWC KEY PL EWB 'A' SWA EWB C. SWA CL292- FA51 ARTS ON EA ENDWALL CIX GIRT ELEVATIi REFER TO DE SAG ANGLES 4'-4 1 V-4 4'-4 3'-0 1'-6 3'-0 6'-0 3'-0 6'-0 3'-0 1 V-6 1 S-0 4'-4 P-4 4'-4 d) d) cb cb CZ1EB CIA CSWG CSW3A CIA CZICA WIOX12 5y4=RG./0.134x8-=WEB 5x),=FL3./0.134x8'=WEB WIOX12 ENDWALL ELEVATION "EWD" AT GRID LINE "4" BUILDINGS "A", "B" & "C' F236 -IG F679-1 C4 011 ol 0l`1� F267 -1R 1`267-21. (1)F29M_1X F395-1CR (1)F29b1'1x (1) F234- F395-2CL F235-1 (I) F234 -IL � F235-1 m T V F-- (1)FL37-3 --1 'S (1) FL852-2 I o I "'W PBC-OSC-01 (T'P) S I 1 "" l i PBC -HD -01 i — v PBC -,B-01 RUSTIC 'C' WALL PANELS F. vcI PANEL COVERAGE = T-8 I COLOR = BARE PANEL PKG. REOb. = PBS -2 I Field Cul Panel and Trim as I requked per Construcfm Details — — — — II d. PBC % a 4 II F172-1 (TYP) —11— (TYP) FlUMUOICTIVAIM7,12M. on Ref # Detail A DateRev Nov '16 00 Fixed Base Cantileder Column Eave Strut II II [6] Column Top Stiff. �F FLANGE TO WEB WELDS 9OULD BE TWO SIDED FOR THE FIR9 12" AT Main THE TOP AND THE LAST 2' AT THE Frame BOTTOM OF THE FBCC. Column I I j Fixed Base MFColumn Full Del 3 Cantilevered Column stiffener (Far Sic Web [1] FBCC Name 6 Depth j [14] [4] Web Thk I Conn j l [5] Flanges Size lain Frame Coiur Bolts [7] Gusset Size II � II 3/16 V [8] Base Plate 1/4 [9] FBCC Anchor Design Summary-, [15] MF Anchor Rod Diameter Sidewall A, Frame line 3, Left side of Col. 3—B. Rod Diameter Sidewall C, Frame line 3, Right side of Col. 3—E. ,� O 0 0 Job Number lRef# Detail B 15-13-57465 Date Rev Nov'16 00 LEu11 LV (W8x10) rafter 10'-0" Job Nulmber Lean-to Connection to Main Frame 1 15-13-517465 m� ----------- *Note: Use frame connection sheetI �for Leon—To bolts gauge and spacing. BuilHiing purrlin 0050258 �SS10NA�E� Nov 22, 20 SWC I N� 'B' EWD II SWC KEY PLAN EWB EWD 'A' SWA EWB C. EWD SWA 0 m CP 1p 1p qD Gb CiD ANCHOR ROD SETTING PLAN m 0050258 "i vN a1RRm. RE1011a5 roR eAa1 Leto may slwan flucnaa rm FAm Lan mow 4JkAllat Orbs NOM All koctkm�s are M Ups mJ kI�K TIG iR t6: RO NOIES 1 Alliemtbr ws F Fpe m0 klp-N. 1YC11:1Rm CIES (1] Alareoctlme ne k�k4e mE klp-M 1�F:11:iR e6 (S) yak ewre. m�tl� 1ac1w (Rne9e) rot MWtleE M Me 'RBDMEq' mU 'RBUPFA' laoJ Gaup reecllw:a (3) Tx eMmk evxelmath (Rn i Ie GUCSO M Me 'RBDNEU' mE 'RBUPEO' Leaf 6auV reactlon> Seiemk 'BASE-mLY ewnbFelbn rmelMm MUM m aw -O facto, of. 1.T30 SeMnk 'BAg-ONLY' EMa[bn Mil m owrehm9th Imlw et. 1.850 _ r7tr?: 9 ❑ R aA �o El El N 6zA�Q H 3 arcow¢ e ammm O Scale: NOT TO SCALE Drawn by. EMH 11/18/16 Checked by. SB 11/18/16 Prafe t Eneineer. LDG 1.1 r ! r .., •,. • , .. r: r , r r .• • r r ., 1 I rr r r •.,• a• . r• "41, l r r% .. rr r a r r r r r r r r THAT ARE NECESSARY TO COMPLETE THE METAL BUILDING ACCORDING TO THE r -ra• DOCUMENTS,e DAMAGED OR DEFECTIVE MATERIAL - DAMAGED OR ESS OF r , •; ' r a' 1 •r 1 r arr r • r 1 r' r I •r\, r r • r r - r r r r ... .,. „ , ,. ,. r ,. , r r a• r CAN BE DETE'­­W�iAC INSPECTION. OIL CANNING IS NOT CAUSE FOR REJECTION EXCESSIVE MATERIAL - THE MANUFACTURER RESERVES THE RIGHT TO RECOVER ANY_ MATERIAL DELIVERED IN EXCESS OR THOSE REQUIRED BY THE ORDER DOCUMENTS. ,. VERBAL DRAFTING, BILL OF MATERIALS,THE MANUFACTURER ,.THE CORRECTION , DESIGN., OF FABRICATION i THE 'INITIAL CLAW INCLUDES.ERROR. DESCRIPTION OF THE NATURE AND EXTENT DF THE ERRORSINGLUDING QUANTITIES.��lm 2. ESTIMATE D MAN-HOURS.3. MATERIAL TO BE PURCHASED FROM OTHER THAN THE MANUFACTURER, INCLUDING ,- I a-ra• r r r r• , , .. , , .-UNLOADED a••r• 1 I, err 1 , r ara a. iit IN WRITING BY THE'� ISSUEDAN 'AUTHOhATION FOR CORREcTvE WORK" MUST BE MANUFACTURERTO AUTHORIZE THE CORREC11YE WORK AT A 1 aar MAmmum 0rAICOST SET FORTH. ALTERNATIVE CORRECTIVE WORK OTHER THAN THAT PROPOSED IN TIE *INITIAL CLAIM' MAY BE DIRECTED BY THE MANUFACTURER IN THE, r• r r r�- r r SERVICE DEPARTMENT MAY .a• I r .r .n �r r a. r rr• ,, .., r r r• r r r•• r- r I r . aPERSONNEL i r:, r a I UNLOADING, HANDLING, AND STORING MATERIALS ! al - r ar NOTE: PIECE MARKS ARE STENCILED ON PRIMARY STRUCTURAL MEMBERS AT LOWER END, V-0- FROM END. INSPECT ALL SHIPMENTS PRIOR TO RELEASING ME TIE -DOWNS REMEMBER,r • rQuANTinES a .-r • r r a� r rr r r r r. ;.. , .r �: . a• it a' r ! gal • 1 r•a r I r r a• ' �n , I ,>r. STANDARD PRACTICE, 9TH1. al r r i . a a a rir � •a �ir r r i ..'. r 1EDGES ` `li. 1 �I /� a r a r a r as FALSO FORCES THE SEALING WET D OVERDRIVINGASTENER rr HFAD CREATING A LEAK AT THIS POINT. PROPER TORQUE ADJUSTMEN4T OF THE SCREW GUN OR PREFERABLY THE USE OF A DEPTH GAUGE�r OVERDRIVEN i ra•r � r a� , r, r� r r WALKINGG ON THE PANELS CAN CAUSE DAMAGE. WORKMEN SHOULD STEP OR 4W-.1=ft- T. -F R?QIU" IT #?E4S If THE PANEL AND AVOID STEPPING ON THE PANEL ENDS AND EDGES INHICI. �CAN BE BENT BY CARELESS HANDUAG. IF 161b UA;l,AtL 1� M77-13F_k MUST BE STORAIGHTENEDPRIORWEATHER TIGHTNESSS OF THE PANEL COULD BE AFFECTED. DRAGGING ONE PANEL ACROSS= ERECTIONSINCE�1"I'I'll SAFETY a' a, ESTIMATED QUANTITIES AND COST.4. MAXIMUM TOTAL COST OF PROPOSED FROM OTHER THAN THE CORRECTIVE R. ear , a ►Z� ■ ' ' 11-1w,-. . I . .- aSAFETY COMMITMENTTHE -.. a r-rr •rF r�u r r BUILDER/CCINTRACTOR IS RESPONSIBLE FOR APPLYING AND OBSERVING ALL PERTINENT SAFETY RULES AND OSHA STANDARDS AS APPUCABLE. THE BUILDING MANUFACTURER HAS A COMMITMENT ,. ,..,., ,. .., r r••r.r r. .. . r r r r k• •- .. ,. ' r 1 a• a rBEYOND r THE CONTROL OF THE BUILDING IT IS STRONGLY rar ERECTORSITE PRACTICES OF THE THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTIONPRACTICES >i r •a' r J ■ ■ Q ra• r r r r r r r Iii ,'a' .,. , �•r r- r - r� r r r• r r ,. .. , , , ... I r r r r r r a r a r' r • r r arr r ' r I r � � r r � a -r I ... a a r r - r al rr r r. - ,r• • rr r, BE THE TOP PRIORITY DF ANY JOB SITE. LOCAL, STATE AND FEDERAL SAFETY AND HEALTH TO HELP ENSURE WORKER FOLLOWED,. r r WHETHER STANDARDSTATUTORY OR CUSTOMARY, SHOULD ALWAYS BE I r e. k ••r r - :: - r r. r� •rr r. ..,. I a a a' r - � ,. •rr •ar a ra W , a v aMATION rr it r r r ar r . ` i it i r n r a a r IS REQUIRED CONTACT THE FIELD SERVICE DEPARTMENT.a REMOVAL EXCESSIVE ICE AND SNOW SHOULD BE REMOVED FROM ROOF IMMEDIATELY a DAMAGE TO 'F AND POSSIBLE COLLAPSE. DO NOT USE METAL TOOLS TO REMOVE THE ICE r DEBRISANY FOREIGN DEBRIS SUCH AS SAWDUST, DIRT, LEAVES, ANIMAL DROPPINGS, ETC. WILL CAUSE CORROSION OF THE ROOF, GUTTERS, TRIM, ETC. IF LEFF ON BUILDING SURFACE FOR A LONG .r,FIR V i AOF IIME. PERIODIC r Ir r r ar •arr 'r r •rr � •� .......... . . . . . . . . . . . 1 _ _ a• a' _...._.- _. Ku rir r r•PARTICULARLY - PERIODICALLY INSPECTED FOR TIGHTNESS, IN CRANE BUILDINGS AND AFTER ANY SEISMIC ACTIVITY OR WIND ACTIVITY. • a• r a ri I YEARS DRAINAGE - KEEP ROOF FREE DF DEBRIS AND KEEP DEBRIS BUT OF GUTTER TO ALLOW WATER TO QUICKLY BRAIN FROM ROOF. DO NOT USE WOOD BLOCKING TO HOLD EQUIPMENT OFF OF PANEL SEAMS. THIS BLOCKS THE FLOW OF WATER r rr HOLDS r I �-t'I • � � (� !J � • J r r • . 1 - - - •r 1r �I ®11111111' X111111111 :1 r : ............... , • � r �11'I'I,I' r r 1 1 r 1 J � W 11 111 •1• •11 .11•' fJflf/J tJllfll fJllfll . Dram by. EMH 11/22/16 Checked by. SB 11/22/16 Project Engineer. LDG r �``��/�Sheet Number R3 of 15 �/��/`��, r. r 1 /1 r �� s PBR Roof Panel - Northern Standard MPR04010 PBR Roof PR05010 PBR Panel - Northern Standard and Northern Large MPR17006 PBR Panel - Structural Canopy PR21004 Low Eave Rake Comer with Eave Gutter Ma '16 a O6 Rake End Lap Installation -14' Wall Panel Oct'16 04 Signature Rake Trim - Purlin Extension - PBR Soffit Ma '16 04 Signature Northern Standard Gutter - PBR or PB3U Soffit Ma '16r4 J--14 Fosterer x �" fi`LL Fastener /4 SD W/WaehH 3-14 x I' LL SO W/Washer Roof Panel Fastener 14 Tape Sealant Rake Trtm To Rake End Cap 3' O.C. max. ]-14 x �" LL SD W/Woacher HW5G5 Root Pond F235 (Trim Color, For Placement both sides of high rib F-14. N4 See Details Below) 1'-O O.C. Standard Rake Tri 3-14 I'LL Fastener /4 F234L (Shown) (Trim Color) SD W/Waaher 3-14 z �" LL Gutter Support (Opposite) 3-14 a I' L t La Fastener 177A F234R Its P SO W/Wosher 1'-0 O.C. Field Cut lip off \ �� SO W/Washer 12-14 1I' Tape eater End View Gutter back �� 3' O.C. Max. / SO /Washer required �� � Trim Color) l each purlin Rake Trim q,e \ Standard F234 (shown) f'4d iXl� .larva I Large F996 Fastener 117A I Inside Panel Closure HW455 -It12-14 x 13" Fastener µ tLel�' Sheeting IMW508 tapuand bottom Seder / I 3" bead of Tube 1 Spacer Tran SO U �sher 3-14 x I' LL SO W/ylasher er 13Taps Sealer Sealant to vanaP 1 Fastener /14 F2901 - 8' Member Rake Angle at 1 -0 O.C. 3'e x 13" F2914 - 10' Member x 1I' LL SD W/Waeher2'o.c. max. F2927 - 12• Member RA7 w j14AFastener /4(sF� Placement irFldd Cul flush details below) 3-14 z I' LL SD W ajoaherO.C.with Face of Panel See Below both e'xba of malar ribor Trlm beatl \Standard Eave Gutter j Tube Sealant `SOMt Panel (1) Fostmer /4F394R (Shown) Fastener 114End Cap F394L (Opposite) J'o x limax. 13' Fastener 117A LL W/Wah�Fastener /17A 12-14 x 13" 12-14 x 13" SO W/Washer Fastener 114 F395R (Shown) (10) required Rake Trim SO W/Washer 2'-0 O.C.3.exJI.F395L (Opposite) (Profile varies, RakaTrim eacpurlin Rake Tnm 2' O.C. Mm. Southern Standard Gutter Support(15) Required Backside l/bw of Lap F50 shown) F312 <- 1:12Rake Slide Trlm f550 > 1:12Fastener /I7A(]) Fastener 114 (7) Fastener 114 (7) Fastener 114 (8) Fastener i d at 1ap14 Fastener /4A F215 at Every Other Major Rb12 1 O.C.4 x 13' SD W/Waeher Field Dtermine requreFldd Cut lip required al lap required of lap requied al lap 3-14 s I'e4 x /4 Fastener /4 SD W/Waaher Fosterer /4A(Etter Fastener /4 3-14 z I' LL Fastener 14 So W/WI'her 1'-0 O.C. So W/Wesh�'Standard Guttert ProdSO W/Washer14 a' LL 3-14 x 3' LL (4) Regal At Lap 1-0 O.C.F394 W cher (a) Req d At Lap w/Wpehx Standard AlternateFastener 1141.) Apply Tube Sealant to End Cop bottom and side tuba. Install (4) Req'd At Lap (4) Req'd At Lap i Far roof rune of For roof runs ener 114End Cap Cap at a field deter mined distance In from the end of the i T IOU or len greater than 100' fo xlix {j' Gutter. Inspect after Installing and seat any gaps with Tube T 3-0 O.C. Eave Trim 1'-0 O.C. Sedont. Note: For some special Conditions the outside db of the finish panel may fall F2955 2.) Attach Eave Gutter to Roof Panel Ixotlng end 1f past face short of the roke trim. Use the race extension trim for this condition. Field 1I' Eave canopy, Projection YF.cTriof of Panel orTrim. (See Gutter Placement) Cut the rake trim and rake extension trim N required. 3.) Align wages of Eave Gutter and Rake Tree antl attach Rake Spacer Tnm Steel Panel Tnm as shown. Apply Tube Sealant along edges to seal. F2902 - 8' Member (Shown) Lim F2915 - 10 Member 4.) See Eave and Rake Construction Details Included with Erectlan t t Gutter Placement Drawings far attachment of Eave Gutter and Rake Trim to Roof Southam Standard Southern Large Northern Standard Northern Large F2928 - 1Y Member and Walls. F50 F3850 F234 F996 Page Page P�614020 Downspout Strap Attachment OPooD1z DP00020 Go1aD10 p PBR Soffit End Lap DetailsDace Rex 04 PurlPurimExtension -PBR Soffit Sheeted Wall Dace ae� PBU, RBU, 7.2, & Horizontal 7.2 Fully Sheeted Wall Jun'15 R00 Press Broke Downspout Layout 4" x 5' Jan -16 01 Nov'15 Apr '161 03 NI fadanen shown aro Endwdl Panels to be fldd Punln GutterFastens /17A un notched around roof member. (Profile 12 -it x tf SD W/Washer Fnlener µA Downspout Strap May vary) t r -a' a.c. (unless noted) 1-14 x I' ((1) /w� 7 F797 - 33•x4• and 4•x5' Downspouts u o (2) at FBI, F903 and F1829 F81 - 6'x8' Downspout F1829 - 8•x8' Downspout Fastener 114 F903 - 93'x93• Downspout Field locate I's x J, Pap Rivet SS Downspout opening in gutter. 3.. 1 1 (1) Per Side at F797 n (2) Per Side at FBI. F903 pBU Wall Panel Attachment (4•z5• Shown) Rake Angle and F1829 (4) Fosterer 114 RAI Sed Downspout to U v 3 x �• Endwdl Panel Gutter Connection withFosterer #4A downspout Strap Tube sealant MN54_ F7197 (Sae DPODOit lhru DP00014 3-14 z I' SD W/Washer Downspout Strap for Downspout Strw Fasteners) 1 As Req. Fastener /IB F797 - 33'x4' and 4'x5' Downspouts 3- 3-14 r x 1I' SD W/0 Washer (2) at FB1, F9031) at tFF797 F81 - 8'x8' Downspout Upper Dovai 3 al Each Roof Member F1829 - 8'x8• Downpou! FF1t Faate We 114 F903 - 93'x9I' Downspout Eaves Stmt Eave Channa Interior Zee Lop Punin Root Panel 3'e x f}' Pop Rivet SS POR(Proohile Varies (1) Per Side at F797 DOW18p°Yl 11. PCR shown) (2) Per Side at FBI. F903 RBU Wail Panel Attachment (4•x5' Shown) and 1`1829 i' (a6) Fastener /14 3 �(ryy.ir tapnae) Fastener /4A Downspout trap 1" Thin. 3-14 z I' SD) at 1`7 f797 - x 4' and 4'x5' Downspouts 4fflt m'n�}-{-I.} W.P. HW45Foarn Closure (1) at 1`787 FBI - 6'x8• Downspout I IjlWll/Ijl// HW458 Fasetwer 117A (2) al FBI, F903 and F1829 Downspout with Foeternr 114 F1829 - 8'x8' Downspout Kickout F7B02 12-14 x 1' SD W/Wesher I's x t]' Pop Rwet Ss F903 - 93•x8I' Downpout Soffit Trial (1) Per Side at 1`797 Downapoul PBR Soffa 1`49 Rakke Mgls RA1 (2) Per Side of FBI, F903 (4'x5' Shown) • 3 I's x 1i' Pop.RivstFortmer nSS (FMeld Notch al Roof Member) and 1`1829 7 2 Wall Panel Attachment 1'-0' O.C. 'OpPtknol' Outside 1i'Parnd Closure rim fastener 14A FGet /4A (Sees GD06003) F84 X14 z I' SD W/Waeher 3-14 x I' SD W/Woeher Jamb Filer Trim -� Fastener IMA Downapout Strap i'-0' O.C. 1'-0' O.C. F4048 3-14 x I' SD W/Washer F797 - 33'x4• and 4•x5' Downspouts WON Panel (1) at F197 F81 - 6•x6• Downspout Note: (2) at FBI x903 and F1829 1. Refer to the building erection drawings for the spacing of the downspouts. �@ High EOVe 1`1829 - 8•x8• Downspout Fastener 114 Fosterer 114 1`803 - 9 x93' Downspout 2. Locate all downspouts over a pond major b t m of a. I' 3. Downspout straps 1`797 are Located at the bottom of a downspout, bdor a salla, and I's x ()' Pop Rivet 55 I'll x 47 Pop Rlvel SS Downspout at a mid point of downspout longer than 10'-6'. See DP00011 thru DPOD014 for downspout 1'-a' O.C. (1) Per Stere at F727 Nari:antat 7.z (4•x5• Shown) strap fasteners Finishing Off Module (2) Per Side at FBI' F903 Well Paid tat7.2Attachment 4. Field notch downspouts for lap os shown and out to length. and F1029 =0- C C C E� Sn O Sol 0o H V o U na m G1 a ,°, < a m C �r� Add ao e W Utyy E�ZD � a o ® ElI� 2N0< r U 0< °05~NW C nor' Z 4.w .; F s � d o ❑ ❑ 95 .. 5<0mW ,w°, m p 60M Z h o03Z .c 3 wrcowrc ° V amour O Scale., NOT TO SCALE Drown by EMH 11/22/16 Checked by. SB 11/22/16 Project Engineer. LOG Job Number. 15-B-57465-1 Sheet Number., R10 of 15 The engineer whose seal appears hereon is on employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. Ronald Bennett. P.E. - PBR Panel ,.. .-1111• Perimeter Trim Reference - Trim Fastener/MasticOEM .;. ,•111 I f.1111 Trim Reference - Northern Standard Trim Perimeter Trim Reference - Trim Fastener and Stmomo FASTENER 814A 1/8' x 3/8' Pop Rivet Stainless Steel FASTENER 8226 3/16' x 9/16' Closed End Rivet FASTENER 843 LT.P. Member Screw 1/4'-14 x 1 1/4• 5/16' Hex Washer Head w/ 1 1/8' O.D. Washer FASTENER 843L LT.P. Member Screw (Long Ufa) 1/4m-14 x 1 1/4' 5/16' Hex Washer Head w/ 1 1/8' O.D. Washer FASTENER HW399 #6 x 1' Rubber Grommet 1/4' Hex Head w/ Washer FASTENER 844 LT.P. Stitch Screw 1/4-14 x 7/8 5/16' Hex Washer Head w/ 1 1/8' O.D. Washer FASTENER 844L LT.P. Stitch Screw (Long Life) 1/4'-14 x 7/8• 5/16' Hex Washer Head w/ 1 1/8' O.D. Washer FASTENER 835 /14 x 1 1/8' O.D. Bonded Washer �1Perimeter seem, EERL�JjMLAL M18 4' Seclon Soolook Q942 ;64: O SIoloet True Colar F292 M3 Tree 4* Secicnt .. o®®® 'Wim Sofft ` Soffft Foxbowiul SID .With ®®©® ©=- - V-0 O.C. el, ScrIe"TftTrue .. color mn TH. color 0141 . -0 OX, .. T. ®® NOTE: Refer to bill of materials Fasteners =1 for specific job requirements al,; 7 '16 FASTENER 8271 11111111D B-18 x 1/2* Trim Screw FASTENER 824 *1111111113 8 x 5/e' Nibbed Driller FASTENER 8228 4Q 10 x 1/2• Grommet Washer FASTENER 814 1/8' x 3/16' Pop Rivet Stainless Steel FASTENER 814A 1/8' x 3/8' Pop Rivet Stainless Steel FASTENER 8226 3/16' x 9/16' Closed End Rivet FASTENER 843 LT.P. Member Screw 1/4'-14 x 1 1/4• 5/16' Hex Washer Head w/ 1 1/8' O.D. Washer FASTENER 843L LT.P. Member Screw (Long Ufa) 1/4m-14 x 1 1/4' 5/16' Hex Washer Head w/ 1 1/8' O.D. Washer FASTENER HW399 #6 x 1' Rubber Grommet 1/4' Hex Head w/ Washer FASTENER 844 LT.P. Stitch Screw 1/4-14 x 7/8 5/16' Hex Washer Head w/ 1 1/8' O.D. Washer FASTENER 844L LT.P. Stitch Screw (Long Life) 1/4'-14 x 7/8• 5/16' Hex Washer Head w/ 1 1/8' O.D. Washer FASTENER 835 /14 x 1 1/8' O.D. Bonded Washer Tape Sealant and Tube Sealant trrtt ':1 ,�• •:. T ... tellll111110. mo 000 SELLianiLmocilliul IL L Fastener #38 _FFLAT TAPE SEILER Wall Fastener; TRI -BEAD TAPE SEALER TAPE SEALER - SWAGED Member Screw Meenber Screw 5/16* Hex Washer H TRIPLE BEAD TAPE SEALER FLAT TAPE SEALER ./w.sh.r w/washer 13.ttw,;I�Lk HS■ IIf.' •I� URETHANE TUBE SEALANT TAPE SEALER NON -SKINNING BUTYL HW512 Hex Washer Hoad 14. Woother Head �' CII IIII IIII1f�'F..tener #12A Membar So, Member Screw Pancake Heod Optimal Optimal Fastener #17B Fastener #3ASSBX MINOR RIB TUBE (VAPOR SEALANT) 12-14 12-14 x 11* 111111\\\11Ti. F.wtmer 055 Fastener f7G HW540 (Whie) 5/16* Hex Washer Head 5/16' Hex Washer Head HW541 (Gray) IMP7100 (WHITE) Mernber Screw Member So, 2" WIDE X 24 CA, ILEXIBLE MEMBRANE EPDM) STRAPPING Hex Washer Head 7 Hex Wcshff Head Footener f76 Fastener #51 !C\ �C ■I I III'If�' �� IIII IIIIIIIIG' C—II 11 II'IIIIIIf3' �I IIII I.l!Illllld�' C_II 111 VIII: 5/16" Hex ... .. Wo -her or Stitch ScrewDEKSTRIP 9' WIDE HW5228 �I111111111\11111111\11��. ■11111\\1111,� DEKSTRIP 12* WIDE HW5229 47 Hex Washer H.cd renderer #16 NOTE: Refer to bill of /wesher 12-24 :0 SREWS 2" D.C. MAX. PERIMETER Golvolume Plus Only . HW521 - 24" x 50'-0' RollAPE SEALANT BOTH SIDES - FL471 - 100'-0" Roll:� CII i�UBE SEALANT EACH END Golvalume Plus Only I we White Wash Coat NOTE. Rff.�. to bill of materials efor specific job requirements Fasts.. /46 1/4-14 x 5/e' Type B Long Life 5/16' Hex Wim'a'{1Is1��hj�w Hs@W w/ Woshs -Q } C $ O O N M b qa o Om $ � W U lv oNzz ZNaoat ® El r ' U O< V U = O X S N g� dMNn2 yC R� G : o F� E � 8 0 ❑ ❑ Z N Samw °' M FE op e 0000 n 0�3 o.c o a Xow� U o_mOm O Scale: NOT TO SCALE Drawn by EMH 11/22/16 Checked by. SB 11/22/16 Project Engineer. LDC Job Number: 15-B-57465-1 Sheet Number. R12 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. I I F49 Soffit Trim 0 F395 Gutter End Cap MEQ 6a" F981 Channel Closure Trim F1802 4" x 5" Downspout 45' Kicker F123 Open Wall Corner Trim 1 }" F482 Framed Olening Jamb Trim I L F2901 Low Eave and Rake Trim 53� F195 Parapet High Eave Trim 4y F2902 Low Eave Spacer and Rake Trim r� LL 1� F234 Rake Trim V F550 Gutter Support 4}• F2905 High Eave Spacer Trim F235 Rake Trim End Closure F675 Expansion Ridge Trim 1 J"f F236 F259 Peak Box High Eave Trim F679 Ridge End Cap 31 I 1� F2955 F4048 Flat Eave Trim Jamb Filler Trim F797 Downspout Strap 7 F267 Corner Box End (Cap :m J r F394 Gutter 4}" (VEI F848 Framed Opening Sill Trim 005025181 5n., 77 764R