HomeMy WebLinkAboutErection Drawings.pdfSENTINEL BUILDING SYSTEMS P. O. BOX 345 ALBION, NE 68620 (800) 32 7-0790 ERECT I ON DRAWINGS FOR TALLY HO CONSTRUCTION 1 45 COUNTY RD 225 RIFLE, CO 81650-9400 APPROVED PROJECT: SUBJECT
TO NOTED IXClmONS & INSPECTIONS GARFIELD COUNTY KIP D COSTAN ZO , LLC 1014 ACCESS RD RIFLE, CO 81650 BUll~J) EPA!]M~NT DIlle I LDJ CByO·?~\p~y:":::--B30456 NO INSPECTION WITHOUT ,T.gIIeE
SE PLANS oOr N SITE BUILDING DATA: Width (ft) = 50 Peak Offset (ft ) = 25 Length ( f t) = 100 Eave Height (ft) = 15 Roo f Sl ope (rise /12) 2 . 0 : 12 Dead Load (psf) = 2.800 Live Load
(ps f) = 20 .00 Live Load Reduction = No Frame Load (psf) = 20 Collateral Load (ps f) = 1 Roof Snow Load (psf) = 40 Gr ound Snow Load (psf)= 47 . 62 Wind Load 90 mph Wind Code = IBC
09 Closure = Closed Internal Wind Coeff 0.18 ,-0 . 18 Exposure = C Importance -Wind 1 . 00 Importance -Se i s mic 1 .00 Seismic Coefficient 0.542 (Ss*Fa) Sei s mic Zo ne /Design Category
= C Designer = RRR DATE: 3/5/13
ALL HIGH STRENGTH BOLTING ANIAOLT TIGHTENING PROCEDURES Fii~LD WELDING REQUIRES SPECIAt" iNSPECTOR, PROVIDE APPROVAL Hl,PORT AT FRAMINg INSPIiCTION A32S BOLTS w ',,r-"'--...,,, ( /",
I .:. ' A325 ':. -" .-_ . /"' DIRECT TENSION INDICATOR TURN-OF-THE-NUT METHOD BOLT SIZE W SPECIFIED MINIMUM INCHES INCHES FASTENER BOLT LENGTH BOLT LENGTH BOLT LENGTH TENSION KIPS <=40ia.
4 Oia.<=8 Ola. 8 Oia.<=12 Ola. 1,000 Ibs. 1/2 7/8 12 5/8 11/16 19 3/4 1 1/4 28 1/3 TURN 1/2 TURN 2/3 TURN 7/8 1 7/16 39 1 1 5/8 51 1 1/4 2 71 JOINTS NOT SUBJECT TO TENSION LOADS JOINTS
NOT SUBJECT TO TENSION LOADS need only be tightened to snug tight condition. This is defined as the tightness attained by a few impacts of an impact wrench or the full effort of a man
using an ordinary spud wrench. JOINTS SUBJECT TO TENSION LOADS Two tightening procedures are specified for A325 Bolts in joints subject to tension loads, Turn-of-the-Nut Method or Direct
Tension Indicator. Turn-of-the-Nut Method -First bring bolts to a "snug tight" condition to ensure that the parts of the joints are brought into a good contact with each other. Next,
place bolts in all remaining bolt holes and bring to "snug tight". Then additionally tighten all bolts by the table above -progressing from the bolts nearest the web, until the bolts
have been tightened to applicable nut rotation. During this operation there shall be no rotation of the part not turned by the wrench. Consult the latest edition of the AISC Manual of
Steel Construction for more complete instructions for installing high strength bolts.
Multi -Rib or R-Loc Panel Lap Note: PER panel shown. If a Non-PER panel is used the long leg does not exist, both are short. Mastic tape sealant is optional on wall panels 1/2" MASTIC
TAPE SEALANT~I I r---' ~ E~ on" n r 'l ~LONGER LEG Lap shorter leg over the longer and screw 1/2" offset on high rib of panel 20" O.c. Sheet walls from left to right. Begin sheeting
walls by centering the middle of the major rib of the first panel on steel line at the left side of the wall. Rl:vl DESCRIPTION Plumb the first sheet and fasten in place. Mark 3'-0"
from the end of the first sheet to where the edge of the next sheet L "ODED (Fr NlDU...( CQRtrIER DETAIL REVISIONS '--DATE I APPROV(D I '''22/1121 DtI'W should terminate. When installing
the next sheet, stretch or_ I ld h f h h th k ~~ 10';"9 PrU/e In Bui1dm9 [xcellence I"'" "'1 compress the pane to ho t e edge ate s eet on e mar you Srl'~~ F , ....... have just made
to keep the major ribs on one foot increments. ~B~'Z.:'~ F"" Sla. .J..S caxr' R74J79IJ _.......&1MTC' 4)-l/fJi!
UL-60 ROOF RATING SCREW PLACEMENT For 'Multi-Rib or R-Loc' type panel profiles only NOTE: USE (2) TK ___ SELF DRILUNG SCREWS PER FOOT AT EACH SPUCE IN ROOF SHEETS IF ROOF SHEET ARE NOT
LONG ENOUGH TO COVER AN ENTIRE ROOF SURFACE TK ____ SELF DRILLER WALL/ROOF SCREW (2) PER FOOT NEXT TO HIGH RIB AT EAVE USE LAPTEK SELF DRILUNG SCREWS ON EVERY HIGH RIB ALONG THE LAP
IF PRESENT, WITH MASTIC CAULK SEALER BETWEEN PANELS. TK ____ SELF DRILLER WALL/ROOF SCREW (2) PER FOOT NEXT TO HIGH RIB AT PEAK LOCATE TK ____ SCREWS 2 1/2" OFF CENTERUNE OF MAJOR RIBS
TK ____ SELF DRILLER WALL/ROOF SCREW (1) PER FOOT NEXT TO HIGH RIB AT PURLIN ""V DESCAIPTlCIII DAT£ I ~vt:D ADDED (Ff" KlOULE aJH£R IJETAIL 5/;:!l/OC:J DN\oI REVISIONS Teking Pridf!
In Buddjng Excellence toPA(,[',.,. So,n-lt,rI£-l BU-ll D-ING-Sl"-I:TDI'I: --237 SllITH 4TH Sf ALBICW. 1£ 68620 Sl(jHo ..t.$ CfIOt1) 327-0190 '" 1(, 4/:va.?
ENGINEERI~ Job Number: B30456 DATE: I BUILDING Job Name: KIP D COSTANZO,LLC 2/28/13 l-I CODE: Job Location: RIFLE, CO 81650 DESIGNED BY: IBC 09 Builder: TALLY HO CONSTRUCTION RRR I I
! BUILDING DESCRIPTION STATE WIDTH: 50 feet I CODE: LENGTH: . 100 feet IBC 09 EAVE HEIGHT: 15 feet ! ROOF SLOPE: 2.0:12 I , DESIGN LOADS I I i LIVE LOAD: 20.00 psf ROOF SNOW LOAD (Ps
): 40 psf RIGID FRAME LIVE LOAD: 20 psf ROOF SNOW LOAD FACTORS I COLLATERAL LOAD: 1 psf GROUND SNOW LOAD: 47.62 psf ROOF DEAD LOAD: 2.800 psf I = 1 .00 ~ = 1 Ct = 1.20 Cs = 1.00 Terrain
Category: C I FRAME SELF WEIGHT: INCLUDED Slippery/Unobstructed Roof: Y WIND LOAD: 90 mph Rain-on-Snow Surcharge = 0.00 psf I EXPOSURE: C i WIND IMPORTANCE FACTOR: 1.00 IINTERNAL PRESSURE
COEFFICIENT: +0.18 /-0.18 . SEISMIC IMPORTANCE FACTOR: 1.00 SEISMIC DESIGN CATEGORY: C li SEISMIC COEFFICIENT: 0.542 (Ss'Fa) ASSUMED SITE CLASS: 0 OCCUPANCY CATEGORY: II -Normal Ss=
0.36 S,= 0.08 Sos = 0.36 So, = 0.12 SEISMIC RESISTING SYSTEM: Structural Steel System Not Specifically Detailed for Seismic Resistance ANALYSIS PROCEDURE: Equivalent Lateral Force Procedure
The index force analysis procedure is used for buildings located in seismic design category A [Eqn 11.7-1. ASCE7-05 (IBC06/IBC09)]. in which case Cs and R do not apply and are not used
to r---calculate the base shear. V. ICOMMENTS De De E' S' Rf D. DRAWING INDEX PAGE(S) . . DESCRIPTION PAGE(S) DESCRIPTION 1--3 COVER SHEET /'7-.).;J... GENERAL DETAILS 4-:5 ANCHOR BOLT
PLAN .:13 -;k.S ACCESSORY DRAWINGS (;p RIGID FRAME SECTION 7~9 ENDWALL ELEVATIONS /d--II SIDEWALL ELEVATIONS S!:~'.~ /:J.. ROOF FRAMING PLAN 237 SOU: ADDITIONAL DETAILS AlBION. i."f-L6
JOB SPECIFIC DETAILS (800) ~
# 12 SELF DRILLING TK2125-1 1/4" LONG PANEL TO FRAMING ONLY NO INSULATION TK2150-1 1/2" LONG PANEL TO FRAMING ONLY UP TO 4" INSULATION TK2200-2" LONG PANEL TO FRAMING ONLY 4" + INSULATION
#14 SELF DRILLING LAPTEK-7/8" LONG LAP/TRIM SCREW PANEL TO PANEL TRIM TO PANEL POP-RIVET 1 /8"¢ ALUMN SLEEVE WITH STL. MANDREL ALL TRIM SPLICES
COLD FORMED STE PRIMED MEMBERS: ASTM Al0ll-SS Gr. 55 SHAP DIMENSIONS MEMBER PROPERTIES CEE/CHA i SECT. NAME A B C D GA. AREA Ix Iy Se -ct PCE04256 4 2.5 2.5 .77 16 .57 1.51 .51 0.64
I PCE04254 4 2.5 2.5 .80 14 .71 1.86 .64 0.84 PCE04356 4 3.5 3.5 .77 16 .68 1.95 1.15 0.72 ! PCE04354 4 3.5 3.5 .80 14 .85 2.41 1.43 0.90 A i PCE06256 6 2.5 2.5 .77 16 .68 3.84 .59 1
.11 PCE06254 6 2.5 2.5 .80 14 .85 4.75 0.74 1.44 I PCE06356 6 3.5 3.5 .77 16 .80 4.85 1.34 1.19 I PCE06354 6 3.5 3.5 .80 14 .99 6.00 1.66 1.55 PCE06352 6 3.5 3.5 .87 12 1.41 8.41 2.36
2.40 -BI PCE08256 8 2.5 2.5 .77 16 .79 7.53 .65 1.60 i PCE08254 8 2.5 2.5 .80 14 .99 9.33 .81 2.13 ZEE PCE08252 8 2.5 2.5 .87 12 1.41 13.14 1.15 3.28 -I ! PCE08356 • 8 3.5 3.5 .77 16
.91 9.33 1.47 1.65 PCE08354 8 3.5 3.5 .80 14 1.13 11.57 1.83 2.29 PCE08352 8 3.5 3.5 .87 12 1.61 16.29 2.60 3.52 I PCE08350 8 3.5 3.5 .63 10 1.97 19.77 2.86 4.44 ! PCE10256 10 2.5 2.5
.77 16 .91 12.81 .69 1.99 A PCE10254 10 2.5 2.5 .80 14 1.13 15.90 .86 2.87 1 PCE10252 10 2.5 2.5 .87 12 1.61 22.44 1.23 4.48 • PCE10352 10 3.5 3.5 .87 12 1.81 27.39 2.79 4.78 PCE12356
12 3.5 3.5 .77 16 1.14 23.97 1.66 2.48 YD <I-B-· PCE12252 12 2.5 2.5 .87 12 1.81 34.96 1.29 5.81 ; PCE12352 12 3.5 3.5 .87 12 2.01 42.11 2.95 6.17 , PZE04256 4 2.5 2.5 .65 16 .57 1.55
1.08 0.62 EAVE S1 PZE04254 4 2.5 2.5 .68 14 .71 1.92 1.35 0.80 , PZE04356 4 3.5 3.5 .65 16 .68 1.99 2.54 0.65 _c-==\_ PZE04354 4 3.5 3.5 .68 14 .85 2.46 3.18 0.85 -PZE06256 6 2.5 2.5
.65 16 .68 3.91 1.08 1.07 PZE06254 6 2.5 2.5 .68 14 .85 4.84 1.35 1.37 PZE06356 6 3.5 3.5 .65 16 .79 4.91 2.54 1.13 PZE06354 6 3.5 3.5 .68 14 .99 6.09 3.18 1.47 A PZE06352 6 3.5 3.5
.73 12 1.41 8.57 4.58 2.27 PZE08256 8 2.5 2.5 .65 16 .79 7.62 1.08 1.51 PZE08254 8 2.5 2.5 .68 14 .99 9.46 1.35 2,04 PZE08252 8 2.5 2.5 .73 12 1.41 13.35 1.95 3.18 _BPZE08356 8 3.5 3.5
.65 16 .91 9.42 2.54 1.53 PZE08354 8 3.5 3.5 .68 14 1.13 11.69 3.18 2.19 MATERIAL THI( PZE08352 8 3.5 3.5 .73 12 1.61 16.50 4.58 3.38 16go = 0.1 PZE10256 10 2.5 2.5 .65 16 .91 12.93
1.08 1.87 14go = 0.1 PZE10254 10 2.5 2.5 .68 14 1.13 16.06 1.35 2.68 12go = o. PZE10252 10 2.5 2.5 .73 12 1.61 22.71 1.95 4.34 lOgo = o. PZE12356 12 3.5 3.5 .68 16 1.14 24.11 2.54 2.31
PZE12352 12 3.5 3.5 .73 12 2.01 42.43 4.58 5.97 PDL06P06/PDH06P06 6 4.0 4.0 .77 16 .85 5.35 1.85 1.21 PDL06P04/PDH06P04 6 4.0 4.0 .80 14 1.06 6.62 2.30 1.59 EAVEL84 EAVEH84 8 4.0 4.0
1.0 14 1.23 12.96 2.74 2.54 EAVEL82 EAVEH82 8 4.0 4.0 1.0 12 1.74 18.11 3.79 3.77 ~.Ru EAVEL04 EAVEH04 10 4.0 4.0 1.0 14 1.37 21.63 2.95 3.24 " o-_01A 237 SOU EAVEL02 EAVEH02 10 4.0
4.0 1.0 12 1.94 30.29 4.08 5.10 ALBION, (800) ;
FRAME LINES: 234 ~ ~ COLUMN LINE ---H -H Iv Iv r RIGID FRAME: MAXIMUM REACTIONS. ANCHOR BOLTS. & BASE PLATES Column Reactions ~k ) Frm Col Load Hmox V Load min V Anc._Bolt Base_Plate
(inf Grout Une Line ID H Vmox ID H Vmin Qty Die Width Length hick (in) ---------------2' A 1 16.3 28.3 2 -5.0 -6.5 4 0.750 6.000 13.00 0.375 0.0 1 16.3 28.3 4 -2.0 -9.1 2' D 3 5.0 -6.5
1 -16.3 28.3 4 0.750 6.000 13.00 0.375 0.0 1 -16.3 28.3 5 2.0 -9.1 2' Frome lines: 2 3 4 GENERAL NOTES 1 1. Foundation design and construction are nat the responsibility of SENTINEL
Buildings Systems. 1 2. The building reaction dato reports the loads which this building places on the foundation. 3. Anchor bolts shall be accurately set to a tolerance of +/-1/8" in
both elevation and location. 4. Column bose plates are designed not to exceed a bearing pressure of 1050 pounds per square inch. 5. All walk doors are to be field located with drilled
in wedge anchors. 6. Total anchor bolt length is embedment + projection. Bend length is not included in total length. 7. All bent anchor bolts to be ASTM F1554 Gr36 threaded round stock
(rolled plain finish. unless noted. or cut thread) with 8. When anchor rods ore located close to the free edge of the concrete. the tensile and/or shear strength of the anchor rods cannot
be fully developed. In these cases, steel reinforcement in the concrete must be sized and developed (not by Sentinel) for the required tensile or shear forces in the anchor rods. 9.
For buildings classified os closed (Closed/Open = C). Sentinel Building Systems does not investigate the influence of the design wind load on the metal building s~stem with doors and
windows left open. The end customer must assure that during times of igh winds all overhead doors. sliding doors. large doors (such as bi-fold & hydraulic). walk doors and windows will
be closed & latched. ~ BUILDING BRACING REACTIONS ± Reactions (k ) Panel -Wall -Col -Wind --Seismic -Shear Loc Line Line Horz Vert Horz Vert (Ib/tt) -----------------LEW 1 A.B 1.8 1.6
1.2 1.0 F_SW D 4.5 2.6 1.4 4.4 2.3 R_EW 5 C.B 1.8 1.9 1.2 1.3 ~.E-, B_SW A 3.2 2.6 1.4 4.4 2.3 23'1 SO. AlBIOA (800)
I i , : ! I ! I ! I , Die, . 3/4" Die 3/4" Vl 4-~O 11 ~"'0 !~ 4" 11 c-y=-=; r-y=-=; , I III I-00 3-;" I III IL-l 2 1/2' W Ll_ EW/I I 2 SW 8" See Plan DETAIL A DETAIL E Dio-3/4-~ 4-~o
11 "'0 !~ -r=" I III -;" 3-I III -L-l 2 1,12' W L 2-See Plan DETAIL B Dio-3/4-~ 4-~o II "'0 !~ -r , I III I-00 3-I III -L-l 2 1/2' W L 2-See Plan DETAIL C Dio-3/4-I 6-I ,.----T I 1111111
I-. 1111111 -6-1-_.1 4-SW 1 3/4.1-~1 3/4-See Plan DETAIL D Nom OUT -TO-OUT Of STEEL DIMENSIONS DOES NOT INCLUDE OPTIONAL NOTCH. ADD NOTCH DIMENSIONS TO OVERALL MEASUREMENTS AT DESIRED
LOCATIONS. I III 1-3" I II 1-L-l 2 1/2 L 2" 0 ;"1 , ... I r--. ...J t:J1's' til\.:::! "-0 f-, => 0 0 I I .,.. 0 -f-I f-=> 0 , Ire-'TI~ <o0n ~ I r--. @;,,' , 0-'0 I r--. , ... .,.I. -,
0 I r--. , -0 FRAME LINE (1) r.;]A g' '0 0 ~ CD I x ~ B ~ ~A 6'-10" CANNOT BE BASE MEMBER (ANGLE OR DIMENSIONS 1 USED \11TH OPTIONAL CHANNEL> ,,-'-" 25' 0-:1E 12' 4-25' 0-NOTCH [,I/ALL
PANEL DELUXE ~ ~~ BASE TRI~~' r--. ,<;;>1>'\ j~7' "L,.-.......:.:. ...'" .<;;>I>'\'~'\'-'-" ALL DRA WINGS NOT TO SCALE OPTIONAL ~~ 0 BASE TRIM ~ I 1 r--. OPTIONAL NOTCH ~~ ~ " (oUTSIDE
Of STEEL LINE> '-~ "'-I~ 1 112' CONCRETE fOUNDATION ~ 1 1/2' PLACEMENT OF OPTIONAL CONCRETE NOTCH , DIAGONAL MEASUREMENT = 111'-9 5/8' @* • • D E~ D ;•' f;• 5' -10-5'-10-2 ? X I ~E 1
: 2 SI:!iT!NEt Bu ... ~.(W 237 SOlJ AJ.BION. (800) •
SPLICE PLATE & BOLT TABLE Mark Qty Top Bot Int Type Dia Len th SP-1 4 4 0 A325 0.750 2.50 SP-2 4 4 0 A325 0.750 2.00 "V FLANGE BRACES: Both Sides(U.N.) FBxxA(1): xx=length(in) A -L2x1/8
3/4 ~ " css -\1 SR Gray 26 Go. ' S1;ru~ --4'-0· I e; 3'-8" 15'-0" -I 3'-8" ~ 3'-8" 2'-2 5/8" A Width Thick 6" 3/4" 6" 1/2" Len th 2'-10 1/2" 1'-10 1/2" MEMBER Mark RF1-1 RF1-2 ps-'""
I 45'-6 3 Cleoronci '-" OUT T RIGID FRAME ELEVATION: FR,I ~'-~ 237 SOL AlBION. (800)
, o I III 8" A2" 12 2'-1" A 17'-4" G-1 G-1 T4 38" OF CLEARANCE FOR OVERHEAD 000 OPERATOR BETWEEN HEADER AND UNDE OF PURLINS AT THE DOOR JAMB. CHEC OVERHEAD DOOR SUPPLIER TO ENSURE DOOR
WILL HAVE ADEQUATE CLEARAN 50' -0" OUT -TO-OUT OF STEEL 14'-0" DH-1 '0 I ;. = = -------~--------J ----------EC-2 C EC-~ FIELD SLOT GIRT WEBS FOR CABLE/ROD. MUL TJPLE SLOTS MAY BE REQUIRED
ACROSS GIRT DEPTH SLOTS 1 1/2' WIDE AND 3' LONG .-ALIGN GIRT SLOT(S) WI COLUMN SLOT(S) • ~~Or~ l~~~~~; ~~~ --r:"--l-depth for bracing • attachIng to endwo.lt corner co UMns ENDWALL FRAMING:
FRAME LINE Srnmm,!'lI Ar.... 237 SOl AlBION. (800)
, o I 10 D 8" 42" 12 I 3'-8" I I' 17'-4" <$> (1'-3 1 i 13070 I I DOOR I I I I G-1 G-2 G-1 50' -0" OUT -TO-OUT OF STEEL T 14' 0" T ~ 1'\3 0" --84 I --Q G-3 G-3 C4 @fl -~__ =b~C~-=--=-~--~-~-~--=-=--~-
~--~-~-=--=J~ -~-~-~--~-=-=~-~--~-~-~-~-~-EC-5 EC-6 C ECNote: Girts below 7' -4" may be cut in the field to allow installation of field located walkdoors and windows. ENDWALL FRAMING:
FRAME LINE ! FIELD SLOT GIRT WEBS FOR CABLE/RO MUL TIPLE SLOTS MAY BE REQUIRED ACROSS GIRT D SLOTS I 112' "IDE AND 3' LONG .-ALIGN GIRT SLOT<S) ,,/COLUMN SLOT<S) • ~~Or~ l~~~~~; ....,..-"'---L
d .. pth for br • 0. t"to.chlng to I?ndwo.ll corne co UMns Si.garr.u-m., ~ 237 SOL ALBION, (800)
i ~ ~ I 42" 0 12 D c::::-::::.::: ! <V i <gC . •-• ~ -.", .I" I .I" I ,..I. " .. i' ,... ,... i 0 I , • •-• • -on • -on I I ! on I I i--i--<3> I I <0 <0 -I i-n in -0 0 I 1 ----------i
ENDWALL SHEETING & TRIM: F , PANELS: 26 Go. SR -Charcoal : ~ ~ ~ 42" 0 12 , ....::J D L <V \3> <V -oC:: -j=----., , • •-• •-• • in • • -in I in -• • -on I I '" I I on -• -in on I I i-I-i-I-to
t-o -to to I I i--"" I I I <0 --<0 <3> I in i-n <0 ----<-0 ENDWALL SHEETING & TRIM: FRAME LINE 5 PANELS: 26 Go. SR -Charcoal (CSS) S"iW!!1Ui 237 SOb AlJJION. (800) .
• 0 I ;" (}) 25'-0' ji) 4'-0" E-1 ~ ~ G 4 DH·-2 ,3'-8" '" r,. 4.£ -@• 0 I I 3'-8" .., 0 '" " G,..4 3'-8· -----J EC-4 12' -0' ~ ..I, 0 @--CD B>~ .® pi G -5 G-5 G-5 h [ ~ I!I 111~ Ii I!I
I RF1 -1 26' OF CLEARANCE FOR OVERHEAD DoeR AT THE EAVE. 32.7· AT THE FIRST PURUN LOCATlON. CHECK WrrH OVERHEAD DOOR SUPPLIER TO ENSURE THE DoeR Will HAVE ADEQUATE CLEARANCE 100' -0"
OUT -TO-OUT OF STEEL c: G 6 G-6 ..I, 0 G-6 J 25'-0' E-1 pi DH -L • 0 I I '" .., -0 -----[ 12'-0" Q) ~ G-7 G-7 G-7 Ii ~ Ii ~ Ii ~ I RF1 -1 c: G-7 G-7 G-7 J 25'-0' E-1 DH 2 , -•0 ..I,
I 0 '" ----. 12'-0' SIDEWALL FRAMING: FRAME LINE D ~ (Gutter with 3 downspouts) ~D IC==================================%= ========== • I ;-" • I ;" • I ;" 8~ I k.. .11 I '" w",1 '" •
• I I in in ~ • I ;" • I ;" • I ;" s<;) I r.-.. I I I ·N W'" '" • • I I in in ~ -• I ;" • I ;" • I ;" I I I -IN '" ~" q) 0~ SIDEWALL SHEETING & TRIM: FRAME LlNI PANELS: 26 Ga. SR -Charcoal
(CSS) Sm.r_rnm..! 237 S' AlJJIO) (800)
• o I '" ® 25' 0" ® E· 1 4'-0" II G-8 3'-8" rr G-8 I I 3'-8" I 6x3 I " I G-8 3'-8" EC-4 0 10> IZ ~ ~ ~ h Ul ~ I RF1-l 100' 25' 0" E-1 G-9 G 9 I 6x3 I G 9 0" OUT TO OUT OF STEEL 0 ~ ~
ir ir ~ I RF1-l 25' 0" c_ 1 1:_0 ~G-o/M~ Co G 9 I SIDEWALL FRAMING: FRAME LINE A ~ (Gulter with 3 downspouts) FIELD SI MUlTIPLE SLC SLOTS 1 11 AND .-ALIGN GJR \II COLUMN i>0 <W DCI ==================
========================= • • • , • • • • • • 0 I I I I I I I I I I '" '" '" '" '" '" '" '" '" '-" • • • • • • • • • • • • I I I I I I I I I I I I '" '" '" '" '" '" '" "in '" '" '" "in
SIDEWALL SHEETING & TRIM: FRAME LINE PANELS: 26 Ga. SR -Charcoal (CSS) ~ .• ~ 237 SO{) AlJJION. (800) ,
A.J-r----I u w <t.. N I u w '"I u w ... I u w D)-l----PURLIN LAP ER-l ER-2 GENERAL NOTES: 25'-0" E 1 ~. 1(lyp) P-·l (Typ) l r c--' 100'-0"OUT-TO-OUT OF STEEL 25'-0" 25'-0· ~ RF1-l E-1
-~ RF1-l E-l ~ P -~('trut) /@} ~ ~'& V~ "",..,._«lyP)/P 2(lyp) RFI-2 V RFI-2 //"'" -;/"'" ~ ~ P 2(Typ) ~ p. 2(Typ) "'" /RFI-2 "'" /RFI-2 A L'¢~. ~'& //P-3(Strut) "'" '" P-3(Strut) _
<IY RFI ., 0-1 <IY Rfl 1 [-1 0P 2'-I~ 2'-, 3/4" 2'-1 ROOF FRAMING PLAN SE!m!ir;L ~ A~. NOTE: Refer to the rigid frame cross section drawing for roof sheet placement and extension ast
eave strut. 23'1 SO ALBIO~ (800)
3 ACCESSORY: 6030 \JINDO\J FRAMED OPENING DETAIL \JITH ZEE GIRT AT 3'-8" 8. 7'-4" '-8/1 ///NOTE #1. CLIPS MAY BE 'WELDED TO THE JAMBS DR ELSE SELF DRILLING SCRE'WS MAYBE USED. /r GIRT-""
'" '" --\HEADER -~ ~CHC 3'-0/1 JAMB-(SILL --!-V CHC1 r--/~ /"-""" r----GIRT 6'-0" s
FLANGE BRACES ONLY REQUIRED WHERE DESIGNATED NOTE, IF BUILDING HAS BOLT THE FLANGE AN ENDWALL OVERHANG, BRACE TO THE CLIP PLACE THE GABLE RAKE AT THE RAFTER AND ANGLE, ON THE BOTTOM
ROTATE THE FLANGE OF THE PURLIN BRACE UNTIL THE JMFBS GABLE RAK ANGLE END OF BUILDING-I JMFBS CLIP IS FASTENED TO UNDERSIDE OF PURLINS IJ 1 (4) ~12 SD SCREIJS RIGID FRAME RAFTER CLIP
CONTACTS THE PURLIN, SCREW THE JMFBS CLIP TO THE PURLIN, BOL TS, 0,5' x 1.0' A307 <TYP) (2) REQUIRED , o 0 WELDED CLIP 0.5 x 1.0 A307 BOLTS <TYP) ~SECTION THRU END~ALL RAFTER ~ IJHEN
MEMBRANES ATTACH TO UNDERSIDE OF PURL INS 1/2'xl' A307 BOLTS USE (2) PER IJELDED CLIP SIDEIJALL GIRT---IJELDED GIRT CLIP CGC? CLIP ENDIJALL GIRT //~ CORNER COLUMN~ ~ CORNER COLUMN TO
~ALL GIRT BOL TS, SEE ENDVALL DRAVING FDR DIA 8. TYPE, VASHER ON COLUMN SIDE, CLIP IS ALVAYS UPSLOPE FROM VEB OF COLUMN ENDVALL~ UNLESS NOTED OTHERVISE RAFTER ~ [ USED VHEN I ENTIRE
DOOR IS TO ONE SIDE OF PEAK [ POSSIBLE ENDVALL COLUMN ATTACHMENT OPTIONS @ENDIJALL RAFTER TO COLUMN BASE PLAT ENDWALL CDLUMN BASE PLATE TO END~ALL COLUMN DR DOOR JA..M....B. ~,~~ 237
SOl Af,jJ10~ (800)
INOTE, I REVIE'w' RIGID FRAME CROSS SECTION DRA'w'ING FOR THE NUMBER OF FLANGE BRACES AND THEIR LOCATION. THERE MAY BE 0, ! DR 2 FLANGE BRACES REQUIRED. NOTE, ORIENT THE BOLTED CLIP
'w'ITH THE SHORT LEG FACING UP. COLUMN FLANGE BRACE FRAME COLUMN 1/2'xl' A307 BOLTS RIGID FRAME INSIDE FLANGE BOL TS, 0.5' x 1.0' <TYP) (2) REQUIRED/GIRT @WALL GIRT TO FRAME COLUMN DOOR
JAMB~ 'w'ELDED GIRT CLIP WALL GIRT I I 1I2'x!' A307 BOLTS W'ALL GIRT TO DOOR JAMB --GABLE RAKE ANGLE 812 S.D. seRE'J (TK2075) NOTE, IF BUILDING HAS AN END'WALL OVERHANG. PLACE THE GABLE
RAKE ANGLE ON THE BOTTOM OF THE EAVE STRUT. EAVE STRUT ENDIIALL RAFTER @THE4'LEGOFRAKEANGLERUNSALONGTHEEND'WALL TO FASTEN 'WALL SHEETS TO THE BUILDING. ( 18 EAVE STRUT TO ENDW'ALL RAFTER
, -1112 S.D. SCREWS JMES CLIP FIELD LOCATE EAVE STRUT DOOR JAMB DOOR JAMB TO EAVE STRUT ~.~ 23'1 SOi ALBIOJ/(800)
F -~ I'\. /~r V ~ .. ~, CI /""'---""--9 .~ /.""-~ ... , .... -,. ... . ..It. r • ~, ~ M ~ .. ... .. .. r ~ re .... ~ . STANDARD ENDWt THE STANDARD BEARING E FRAME UTILIZES THE DIAP ACTION
OF THE WALL PA~ TRANSMIT LATERAL WIND ( FORCES TO THE FOUNDAT DIAPHRAGM ACTION IS INA RESIST THESE FORCES m FOLLOWING METHODS WILL TO SATISFY THE BRACING o PTI 0 NAL CAB LE WHEN DIAPHRAGM
ACTION IS INADEQUATE, THE FIRST TO ADD CABLE BRACING B COLUMNS. IN THIS CASE, I REQUIRE FIELD SLOTIING 1 CABLES. CABLES CAN ALS( ROOF BETWEEN ENDWALL I FRAME TO TRANSFER THE THE ENDWALL.
OPTIONAL FIXED [ IF THE ENDWALL FRAMED ( ARE PLACED THAT CABLE I CAN NOT BE PLACED, THEI CORNER COLUMNS MAY BE CORNER COLUMNS WILL IN TO THE FOUNDATION REQU NOTE PANEL DIAPHRAGM ACTION
IS STANDARD ALL OTHERS ARE OPTIONS r
DOOR JAM\ TK____ SCREWS @12" O.C~'=1~ /~ TK____ SCREWS @EACH GIRT JAMB TRIM HEADER COVER JAMB COVER JAMB TRIM BASE TRIM HEAD TRIM STRIP OF MASTIC TK____ SCREWS EACH SIDE OF MAJOR RIB
ROOF SHEET· INSIDE CLOSURE EAVE TRIMI--I LAPTEK SCREW -.. -~ @12" O.C. OUTSIDE CLOSURE SIDEWALL SHEETEAVE TRIM CORNER TRIM \ ~ JAMB TRIM R HEADER JAMB COVER STANDARD TRIM PLAC[M[NT Sf~~W
23'1 SOUTH AllJ/ON, Nt (800) 32'1
LOCATION OF CLOSUII PRE-FORMED HID BEADS OF MASTIC ____ ROOF PANEL "" Ir _1 . S, CLOSURE 'W /MASTIC ON NoN-ADHESI E SIDE ----..,.." D,S, CLOSURE EAVE TRIM~ 'LEAVE STRUT 1.S, CLOSURE
/'WALL PANEL BASE ANGLE/CHANNEL 1 112' BASE LAP T SECTION THROUGH SIDEw ALL NOTE: ALL BUILDING MODELS HAVE MASTIC IN ROOF PANEL SEAM AND UNDER BASE ANGLE DR BASE CHANNEL
RAKE TRIM !..APTEK SCREWS @12" O.C. BOTH LEGS PEAK BOX !..APTEK SCREWS UL-60 ROOF TK-___ SCREWS @12" O.C. AT PURLINS UL-90 ROOF TK____ SCREWS @6" O.C. AT PURLINS ROOF PEAK PURLIN TK____
SCREWS il 6" O.C. ROOF SHEET RAKE ANGLE, SCREW TO PURLINS WITH A SDSS (TK2075) AT EACH PURLIN ENDWALL SHEET, USE TK-___ SCREWS Iiil 6" O.C. AT RAKE ANGLE ROOF AT PEAK/PEAK BOX RAKE TRIM
!..APTEK SCREWS • 12" O.C. BOTH LEGS SIGNAGE BOX !..APTEK SCREWS CENTER SIGNAGE BOX ON ENDWALL ENDWALL SHEET, US TK-___ SCREWS il 6" O.C. AT RAKE ANGLE RAKE ANGLE, SCREW TO PURLINS WITH
A SDSS (TK2075) AT EACH PURLIN ROOF AT SINGLE SLOPE SIGNAGE BOX RE' PU ANI MASTIC APPLlC AT INSTALl SENTINEl BIIU ._ .... 237 SOl/TH AtBION, NA (800) 327
END\JALL SHEETING ( TOP OF ROOF SHEET 24/1 1 ---J ----t ·lSHEET -----------------------EN-D\.JALL SHEETINGANGLE USE FOR 2 12 ROOF SLOPE ONLY TOP OF ROOF SHEETl f-----28/1----l , -------USE
FOR 3 -------------~==------_-L ""'-" .-I -tru l SHEET ANGLE END\.J ALL SHEETING-12 ROOF SLOPE ONLY
f rr I 0 1 0 0 0 1 C 1 1 1 I~ 1 lk b6" x 3/4" S~ :~ ~ 1 0 11 1 0 I~ 1 1 z}7/8"~ -J ?i ~ I-Z 7/8" 5 1/4" 4 3/4" 8 3/4" 8 3/4' 9 3/4" 9 3, T: T: iT -<90-iT 1-<90-~ 1-+'1>0" i \ -Z I/Z"
~" I I--Z"-I 7" TYPICAL USE PART TYPICAL USE PART GIRT TO COLUMN 76830 GIRT TO COLUMN PC8BLT C I~ ---------l!a :,,1 I", BEND UNE •., I~ "-0-r-1 j~T 0 -9/16" x 3/4" SLOT ~;=dJ L1~ I 1-<90.
l -2"---! I 1/8" J r--2"· r!J' t f----~ :-~ '" l:1 TYPICAL USE PART TYPICAL USE PART FOR SHEETING A'ITACHMENT POINT CGC8 FOR SHEETING A'ITACHMENT POINT AT THE CORNERS OF BUILDING AT
THE CORNERS OF BUILDING CGC6
GUTTERS AND DO~N SPOUTS ARE AN OPTION INSIDE CLOSURE ROOF PANEL LAPTEK SCREINS GUTTER STRAP 24' O,C, LAPTEK SCREIN @12' O,C, ===~;it~~~~--L@A PGTUETKT ERS CRSETIRNA PS J..&.lrltJl-¥--~r--(A
VE T RI M TK SCREIN TK____ SCREIN (SEE NOTE A) (SEE NOTE A) EAVE STRUT SIDEINALL PANEL:---i LAPTEK SCREIN @12' O,C, STANDARD GUTTER GUTTER OUTLET OUTSIDE CLOSURE o DolNN STRAP f..--.-----...J
'--I-l----I---+---SEE DE T A I L A -A DolNN STRAP I----+L BolN LAPTEK SCRE' Do\ SH -DOl" '--------' POP RIVET (2) REQD PER STRI SENTINfI BUI oIIn-c.<iL1I 23'1 SOlll AUJION. (800) J
OVERHEAD STYLE DOORS ARE AN OPTION TH~ TYPICAL SPRING PAD CONFl (CONSULT YOUR DOOR SUPPLIER FOR 1-------0PENING '.tIDTH--PAD LOCATION FOR ADDITIONAL SHAFT BRAI DOORS OVER 18'-3' '.tIDE"
-l S.R. 7 'jiii CENTERLINE L --.J -OF SHAFT SQUARE AND PLUMB ~JAMB I 81 Q , ~I -" ~I , STEEL PADS F ANCHOR BRACK • See track detail for headrooM clearo.nl .ll Not o.ppllco.ble to full
vertIcal track S.R. = MiniMuM Required Side rOOM
OVERHEAD STYLE DOORS ARE AN OPTION THI OVERHEAD DOOR SPRING P CONSULT DOOR MANF. SPECS FOR SPRING PAD LOCATIONS NOTE ALL PARTS ARE ATTACHED WITH TK2075 SCREWS ENDWALL DOOR SPRING PAD
FRAMING 2"x 3"x 16 ga ANGLE (Field Bend to Match Roof Pitch) SIDE VIEW ENDWALL RAFTER----END VIEW (From Bldg 1 SPRING PLATE---~ HEADER TYP. Y 2"x 3"x 16 ga ANGLE TYP HOT ROLLED RAFTER
OR COLD FORMED RAFTER WITH RAFTER RESTING ATOP COLUMNS