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HomeMy WebLinkAbout38031 NORTH AVE (2)Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. ` FIELD 10 CA PED ACCESSORY-DETAILS ACCESSORY SCHEDULE GLOSSARY OF ABBREVIATIONS MARK QTY. = ... DESCRIPTION AFF - ABOVE FINISHED FLOOR ES - EAVE STRUT RF - RIGID FRAME 2 2 (130 MPH) 3070 SO (LHO) WALKDOO2 W/ HANDICAP MORTISE LOCKSET & DOOR CLOSER. Al BLDG - BUILDING IF - FINISHED FLOOR SIDW - SIDEWALL 3 12-2 X 12-0 F.O. FOR OHD W/ CHANNEL FLASHING. Afi BM - BEAM FS - FAR SIDE SH - SHADOW PANEL ONE 10-0 X 12-0 F.O. FOR OHD W/ CHANNEL FLASHING. A8_. BO - BY OTHERS FLSH - FLASHING SHT - SHEET ____________- -T` BRKT - BRACKET FO - FRAMED OPENING SIN - SIMILAR 3 4 BUILDING NOTES: BUEW - BUILT UP ENDWALL GA - GAUGE SL - SHUR-LOK PANEL 1. ALL STRUCTURAL STEEL TO BE PAINTED WITH ONE SHOP COAT OF OXIDE PRIMER. (COLUMN AND BEAM) GSM - GULF STATES MFRS. SLN - STEEL LINE BUILDING ELEVATIONS 2. WALL SHEETING MATERIAL TO BE AS FOLLOWS: CHNL - CHANNEL HSW - HIGH SIDEWALL SPEC - SPECIAL -_ (A) -GSHR 26GA. REGAL WHITE - CENTER LINE LT - LEAN-TO SYM - SYMMETRICAL ABOUT E T 3. ROOF SHEETING MATERIAL TO BE AS FOLLOWS: CO - CHANGE ORDER LSV - LOW SIDEWALL TBS - TO BE SELECTED (A) -GSHR 260A. GALVALUME 4. LINER PANEL MATERIAL TO BE AS FOLLOWS: COL - COLUMN MAX - MAXIMUM TOS - TOP OF STEEL (A) - CONC - CONCRETE MEZZ - MEZZANINE TW TRADITIONAL PANEL 5. SOFFIT PANEL MATERIAL TO BE AS FOLLOWS: CP - CENTENNIAL PANEL MIN - MINIMUM TIP - TYPICAL W = (A) -GSHR 26GA. REGAL WHITE CW - CLASSIC PANEL NS - NEAR SIDE UN - UNLESS NOTED Q m m 6. ALL FLASHING MATERIAL TO BE 26 GAUGE WITH BAKED ON PAINT. DB - DIAGONAL BRACE OC - ON CENTER VC - WAINSCOT PANEL m < } 7. SECONDARY FRAMING MEMBER SIZES AND WINDBRACING SIZES ARE NOTED ON Ui 0 I- DRAWINGS WHERE APPLICABLE. DIA DIAMETER OPP - OPPOSITE WL WALL-LOK PANEL o 8. SEE DRAWINGS FOR SPECIFIC NOTES, COLORS, AND EXCEPTIONS TO THE NOTES EA - EACH W- PLATE - VP - WORKING POINT U ao + w v=Ni z ABOVE. DRAWINGS ARE NOT TO SCALE DIMENSIONS GOVERN. EH - EAVE HEIGHT PKG - PACKAGE Z - GIRT OR PURLIN Z SCREW SCHEDULE �_ W "SD" - SELF-DRILLING "ST" - SELF-TAPPING "SP" SELF-PENETRATING GENERAL NOTES: EL - EAVE LINE PNL - PANEL 4 ANGLE — --- d 3 s 8 a f TYPE SIZE COLOR LOCATION 1. STANDARD DETAILS ARE IN ALPHABETICAL ORDER WHICH HAS NO INFLUENCE ON THE ELEV - ELEVATION REV - REVISION 0/0 OUT TO OUT u. w _ ti N a. - W z ORDER OF ERECTION. THESE DETAILS ALONG WITH THE SPECIAL DETAILS WILL BE ENDW - ENDWALL o c M i 2 z " SD #12 X 1 1/4 LONG LIFE ROOF PANELS REFERENCED ON THE BUILDING FRAMING PLANS AS SHOWN IN THE KEY PLANS ABOVE. RL - ROOF-LOK PANEL _ _ SD 114 X 7/8 LONG LIFE SIDELAP SCREWS ON ROOF OR ENDLAP SCREWS ON SHUR-LOK ROOF 2. THE BUILDING MUST BE ERECTED ACCORDING TO THE FRAMING PLANS. STANDARD W SD #12 X 1 1/4 LONG LIFE ALL OTHER SCREWS FOR ITEMS SUCH AS' COLDFORM, ETC DETAILS, SPECIAL DETAILS, AND NOTES TO ASSURE COMPLIANCE WITH DESIGN LOADS AND BOLT AND NUT IDENTIFICATION MARKS SD NI2'X 1 1/4 REGAL WHITE WALL PANELS BUILDING CODE REQUIREMENTS. '` N SD #14 X 7/8 REGAL WHITE WALL PANELS(AT PANEL SIDELAPS) 3. FIELD MODIFICATION OF THE BUILDINGS OR BUILDING COMPONENTS WHICH WILL BOLTS LARGER THAN �/Z DIA. GRADE MARKING MANUFACTURER SD #12 X 1 1/4 REGAL WHITE FLASHING (FLASHING TO COLDFORM) AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING WILL NOT BE ALLOWED WITHOUT LD. PR OR APPROVAL BY AN AUTHOR IZED REPRESENTATIVE OF GULF STATES MANUFACTURERS SD #14 X 7/8 REGAL WHITE FLASHING (FLASHING TO FLASHING) 4 ALL BUILDING COMPONENTS MUST BE PROTECTED TO MINIMIZE WEATHER DAMAGE WAINSCOT PANELS _ UNTIL ERECTED. SPECIAL CARE SHOULD BE GIVEN TO PANELS AND FLASHING ( SPECIAL \ PARTITION PANELS INSTRUCTIONS ON PANEL AND FLASHING PACKAGING). SD #12 X 1 1/4 REGAL WHITE SOFFIT PANELS 5: DUE TO THE UNIVERSAL DESIGN AND USE OF METAL BUILDING COMPONENTS, SOME m FACADE FACE PANELS OF THE HOLES WILL NOT BE USED IN EVERY APPLICATION. REFER TO DETAILS AND BOLT FACADE BACK PANELS CHART FOR NUMBER, SIZE, AND TYPE OF BOLTS TO BE USED IN CONNECTIONS. GRADE 6. MOST OF THE ACCESSORIES FURNISHED WITH GULF STATES BUILDINGS ARE FRAGILE _ TYPE INDICATOR SD 01/4-14x1 1/4 LONG LIFE SHOULDER SCREW FAS180 (PSCL_ MARKING GRADE MARK _ TO GABLE ANGLE) TO SOME EXTENT AND MUST BE HANDLED WITH CARE. (OPTIONAL) C,C3,D,DH,2 OR 2H a' Iii SD f1/4 U x I LONG LIFE FAS183 CLIP SCREWS FOR__ GABLE ANGLE ATTACHMENT, ROOF-LOK AND 7. MOST DETAILS PERTAINING TO SHUR-LOK ROOF PANELS WILL BE SHOWN IN THE BOLT HEAD HEAVY HEX NUTS m SCREWS FOR BANDING, EAVE STRUTERECTION MAN AL NOTE: EITHER OF THE ABOVE MARKINGS v e N SHUR LOK PANEL CLIP CONNECTION, SHUR-LOK MANUAL. ARE ACCEPTABLE.CCE BLE m x ) PLATES, ETC. (ALL NUN-EXPOSED ROOF SCREW APPLICATION) ERECTION NOTES: n l £325 BOLT AND NUT CD W n o BOLT SCHEDULE 1. GULF STATES MANUFACTURERS PROVIDES THE NECESSARY MATERIALS FOR A Z _I ) U. In 'SAFE AND STABLE STRUCTURE WHEN ALL MATERIALS ARE PROPERLY ERECTED AND ` NOTE, A HARDENED FLAT WASHER IS REO'D WHERE SPECIFIED AT A325 BOLTS. '� z n r ¢ r INSTALLED AS SHOWN IN THE GSM LITERATURE AND ERECTION DRAWINGS. HOWEVER, �12 DIA. BOLTS a. I- z I- o _ a MANUFACTURER LD QTY. TYPE SIZE LOCATION -' DURING ERECTION OF THE STRUCTURE, THE ERECTION PROFESSIONAL SHALL TAKE a O �' N E'. A307 1/2 x 1 1/4 ALL LOCATIONS EXCEPT AS NOTED MEASURES TO INSURE THE STABILITY OF THE STRUCTURE. TEMPORARY SHORING, GRADE MARKING - Z m Zd it 4 A307 1/2 x 3 1/2 4) - INDICATES ANTI-ROLL PURLIN CONNECTION. BRACING, FRAMEWORK. ETC. USED TO ALIGN AND TO STABILIZE THE STRUCTURE DURING A325 U m a a o o a (n ! 82 A325 1/2 x 1 1/4 AT DIAGONAL BRACE CONNECTIONS (BOTH ENDS). (WASHERS REO'D) ERECTION IS THE RESPONSIBILITY OF THE ERECTION PROFESSIONAL. 4 A325 1/2 x 1 1/4 O - INDICATES (2) BOLT CONNECTION. -ALL PRIMARY AND SECONDARY FRAMING, WIND BRACING, ETC. SHALL BE INSTALLED, I - OR D W iTc) 'PILOPERLY ALIGNED, BOLTED OR WELDED PRIOR TO THE INSTALLATION OF THE ROOF AND Z n O A325 1/2 x 1 1/4 ❑- INDICATES (4) BOLT CONNECTION. WALL`PANELS. ----^" GRADE MARKING 3 Q o U D! g A325 1/2 x 1 1/4 BUEV CORNER COLUMN CONNECTION TO RAFTER TYPE INDICATOR GRADE MARK Q W a (OPTIONAL) HEAVY HEX NUTS C,C3,D,DH,2 CR 2H No S _ p, ERECTION LOADS SUCH AS SHEET BUNDLES, EQUIPMENT, ETC. SHALL BE SUPPORTED BOLT HEAD af U Q 28 A325 1/2 x 1 1/4 BUEV COLUMN CONNECTION TO BUEW RAFTER NOTE: EITHER OF THE ABOVE MARKINGS 'DIRECTLY OVER MAIN FRAME 'LINES' (NOT ON PURLINS-AT-MID-BAY) WITH THE ARE ACCEPTABLE. A325 3/4 x 2 ENDWALL COLUMN CONNECTION TO R.F. RAFTER PURLINS PROPERLY SHORED TO PREVENT ROLL AND/OR BUCKLING. IN NO CASE SHOULD A325 BOLT AND NUT NOTE: NO MARKINGS ON 307 A325 3/4 x 2 BUEV RAFTER PEAK CONNECTION -ERECTION LOADS EXCEED 2,000 POUNDS. S BOLTS AND NUTS. 16 A325 1/2 x 1 1/4 BUEV RAFTER SPLICE CONNECTION ALL BOLTS OR WELDS, PURLINS AND ALL COLUMN AND RAFTER INNER FLANGE BRACES iF ��IW 32 A325 1/2 x 1 1/2 FLUSH CANOPY RAFTER CONNECTION (W/WASHERS) MUST BE PROPERLY INSTALLED ON 'MAIN FRAMES' AS THEY ARE ERECTED AND BEFORE LOADS ARE PLACED ON THEM, ) � A325 STRUCTURAL CANOPY RAFTER CONNECTION ERECTION O 2. DO NOT STAND OR WALK ON SECONDARY FRAMING MEMBERS SUCH AS GIRTS, PURLINS, A325 INTERIOR COLUMN TO R.F. CONNECTION AND EAVE STRUTS UNLESS THEY ARE FIRMLY SECURED AT BOTH ENDS AND LATERALLY S� A325 FACADE OUTRIGGER TO COLUMN CONNECTION T SUPPORTED. O (CS A325 FACADE STANCHION TO OUTRIGGER CONNECTION � 3, DO NOT USE METAL BUILDING PANELS AS WALK BOARDS OR WORKING PLATFORMS. 7 �s _ ' BOLT A BETWEEN SUPPORTS UNLESS THE G HEAD NUT A325 L.T. RAFTER TO COLUMN CONNECTION - NEVER STAND OR WALK ON METAL BUILDING PANELS BE WEE � ` � 1� A325 L.T. RAFTER TO BRACKET CONNECTION PANELS ARE FIRMLY FASTENED AT BOTH ENDS AND BOTH SIDES. `xiv �� 1� 1rr 4. METAL BUILDING PANELS ARE WAXED OR OILED FOR FINISH PROTECTION DURING A325 3/4 x 2 1/2 WINDBENT COLUMN BASE CONNECTION SHIPPING AND STORAGE. THE WAX OR OIL MAKES THE PANELS SLIPPERY AND > f 16 A325 1/2 x 1 1/2 WINDBENT COLUMN TO EAVE LINE BRACKET CONNECTION (W/WASHERS) HAZARDOUS TO WALK ON OR STAND ON. THE WAX OR OIL CAN BUILD UP ON SHOES, A307 BOLT AND NUT HAZARDOUS. 36 A325 3/4 x 2 WINDBENT RAFTER TO WINDBENT COLUMN CONNECTION GLOVES, AND CLOTHING MAKING CLIMBING OR WALKING ON OTHER COMPONENTS �L 48 A325 3/4 x 2 RF. HAUNCH CONNECTION 5. GULF STATES WALL LIGHTS ARE DESIGNED AND INTENDED FOR WALL USE ONLY. o A325 R.F. HAUNCH CONNECTION UNDER NO CIRCUMSTANCES ARE WALL LIGHTS TO BE INSTALLED IN BUILDING ROOFS. : DIRECTION OF CUT DIRECTION OF CUT A325 R.F. HAUNCH CONNECTION UNDER NO CIRCUMSTANCES WILL GULF STATES FURNISH WALL LIGHTS FOR INSTALLATION A325 RROOFS.HAUNCH CONNECTION IN BUILDING SECTION NO. O A325 R.F. PEAK CONNECTION 6. GULF STATES ROOF LIGHTS ARE NOT DESIGNED FOR FOOT TRAFFIC OR TO SUPPORT SECTION PAGE SECTION IS PAGE SECTION IS THE WEIGHT OF AN INDIVIDUAL WITHOUT POSSIBLE INJURY TO THE INDIVIDUAL AND/OR NAME DRAWN ON CUT ON A325 R.F. PEAK CONNECTION DAMAGE TO THE ROOF LIGHT. EXTREME CAUTION SHOULD BE EXERCISED WHEN ERECTING STANDARD SECTION SPECIAL SECTION wA325 R.F. PEAK CONNECTION WOR WORKING AROUND ROOF LIGHTS. ROOFING LADDERS OR 2" X 8" PLANKS SHOULD BE KEY PLAN KEY PLAN (1) A325 RF. PEAK CONNECTION USED DURING ROOF INSTALLATION, ROOF REPAIR, OR IN THE CASE OF ANY OTHER - HUJ_ _ - .> •7,' 20 A325 3/4 x 2 R.F. SPLICE CONNECTION WORK ON ROOF. - - - �Y A325 R.F. SPLICE CONNECTION 7. TURN-OF-THE NUT TIGHTENING - WHEN THE TURN-OF-THE NUT METHOD IS USED TO PROVIDE THE BOLT TENSION, THERE SHALL FIRST BE ENOUGH BOLTS BROUGHT TO A " A325 R.F. SPLICE CONNECTION 'SNUG TIGHT' CONDITION TO INSURE THAT PARTS OF THE JOINT ARE BROUGHT INTO } o J A325 R.F. SPLICE CONNECTION GOOD CONTACT WITH EACH OTHER. SNUG TIGHT IS DEFINED AS THE TIGHTNESS RR' !T T n' DRAWINGS SUBMITTED EQR. < I - VViLDI 40 A325 1/2 x 1 1/4 CL201K/202K TO ENDWALL RAFTER CONNECTION ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN $Ull.l�1NG PFIMITSN61�. USING AN ORDINARY SPUD WRENCH. FOLLOWING THIS INITIAL OPERATION, BOLTS SHALL _ 1IQT SUBMITTED A _ BE PLACED IN ANY REMAINING HOLES IN THE CONNECTION AND BROUGHT TO SNUG PERMIT �NAL DRAWINGS - TIGHTNESS. ALL BOLTS IN THE JOINT SHALL THEN BE TIGHTENED ADDITIONALLY n o BY THE APPLICABLE AMOUNT OF NUT ROTATION SPECIFIED IN THE TABLE BELOW, WITH �{ /,1►V,(� S - _ �; TIGHTENING PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID PART OF THE JOINT t+ v w s PART NOT TURNED BY THE WRENCH. THIS TO ITS FREE EDGES. DURING THIS OPERATION THERE SHALL BE NO ROTATION OF THE �r BUILDING SYSTEM _ _ ) DISPOSITION OF OUTER FACES OF BOLTED PARTS BY _ r BOTH FACES NORMAL TO THE BOLT AXIS, I BOTH FACES SLOPED NOT MORE OR ONE FACE NORMAL TO AXIS AND THAN 1:20 FROM NORMAL TO BOLT "" Q OTHER FACE SLOPED NOT MORE THAN AXIS (BEVEL WASHER NOT USED) 1:20 (BEVEL WASHER NOT USE d JOB NO. @uR� m lJ F BOLT LENGTH NOT BOLT LENGTH FOR ALL LENGTH OF BOLTS 3692 W10 K 1/4' DIA. WINDBRACING CABLES w/ 5/8' DIA. EYEBOLT and 7/8' STD, HILLSIDE WASHER <FAS 137 WINDBRACING IDENTIFICATION MARKS EXCEEDING 8 DIAMETERS EXCEEDING 8 DIAMETERS V2DK 5/16' DIA WINDBRACING CABLES w/ 5/8' DIA EYEBOLT and 7/8' STD HILLSIDE WASHER (FAS 137 OR 8 INCHES OR 8 INCHES REVISION NO. W30_K 7/16' DIA. WINDBRACING CABLES with 3/4' DIA. EYEBOLT and TFC BRACER WASHER (FAS 128) 1/2 TURN f 2/3 TURN 13/4 TURN WRRIO_K 1/2' DIA. WINDBRACING RODS with TFC BRACER WASHER (FAS 128) NUT ROTATION IS ROTATION RELATIVE TO BOLT REGARDLESS OF THE ELEMENT (NUT OR �j TTD j]�'+ TH FULL TURN) NCJ�{ A TULLE lr►J WRR20_K 5/8' DIA. WINDBRACING RODS with TFC BRACER WASHER <FAS 128) , • BOLT) BEING TURNED. TOLERANCE ON ROTATION: 30 DEGREES (ONE-TWELFTH L MA�` j `j�j PAGE WRR30K 3/4' DIA. WINDBRACING RODS with TFC BRACER WASHER (FAS 128) OVER AND UNDER. FOR COARSE THREAD HEAVY HEX STRUCTURAL BOLTS OF ALL SIZES WRR40_K 7/8' DIA. WINDBRACING RODS with TFC BRACER WASHER (FAS 129) . AND LENGTH HEAVY HEX SEMI-FINISHED NUTS. BOLT LENGTH IS MEASURED FROM 017 997, GULF STATES MANUFACTURERS E 1 OF 3 J WRR50_K 1' DIA. WINDBRACING RODS with TFC BRACER WASHER (FAS 129) UNDERSIDE OF HEAD TO EXTREME END OF POINT. - - - _ - .jl , [-II+(• AI€ll. i ,i ,i'ii ,. I_ . il . _ ._I..I -i l - _ [ .,€� 't - - - - , - - - GENERAL ERECTION NOTES: DOWNSPOUT FLASHING 2 LAYOUT SHOWN TYPICAL 1) (o) DENOTES (2) 1/2' . X 3 1/2.. A307 BOLTS. C - ES92005K FC D - ES92006K-CF (1) 00200 2) (a) DENOTES (2) 1/2'' DIA.A. A325 BOLTS. E = G95009K-PR E F = cssotoK RP 3) THE MASONRY WALLS BY OTHERS MUST BE DESIGNED TO SPAN (1 ) EL200 BETWEEN COLUMNS. 3 4 4) THE COLDFORM MEMBERS LOCATED AT THE TOP OF THE MASONRY - - E (1 DS215 WALLS ARE NOT DESIGNED TO TRANSFORM LOADS FROM THE WALL BUILDING ELEVATIONS (4) DSS2OO TO THE COLUMS. i 0 L WOO U- W - - _ - - - pv J O b. 1- w0 /n z z < 0 < ' - - o ow - - - - - - U a z z LU o ALL CANOPY PURLINS & EAVE STRUTS TO USE CL30'S TYPICAL UNLESS NOTED F F 75-0 LSW 4 1-6 28-6 • 25 0 18-6 1-6 3 LCTP100L I (5)SF116 (5)SF316 (5)EG116 (26)EGCL100 LCTP10OR N r r o - 0X60065 00 XBOOZ6S3 3 L00 6S3 Q o r O< _ o$ N o CR2X 214 X90026 klXd -XLOOb60 CR1 X LILT-N900S60 CR2X o y o o n j 6d-X9OOZ60 LIL!_XL00460 LILi_X900S60 v a)4900c60 .2. 4.°7d o4 a a r F N 0 F210 0 _� CL73 AD19 CL73 �N n w n O • � fl TYP. H 06 4 60 OH-X90c60 TYP. N - Z- m LL n DB 40 B ' z n r x w x ~ z• Q o I HG-)I990 U0-)41'g 6 - ( 'r w °� FZ �pp w F to ~ x H X 6 0-514 OS6 H-X 90S6 f w m a a & a ui xo J �� x ?O r h xo HO )4Z9060 OO Xr�GS6O OH 9060 3 ro o w W H0-XZ90Z60 00 Xt90Z60 0H-)I0 90Z60 �� z Q o (1 > F 2 HO-XZ90Z60 B Q N w d i C C CC o0 O E 0 HO-X29 6 � Xi 9J 0 L. H-)I 90 6 0 4. 4 H _ - - -X4905 - - H-X O 2 HO-)IZ9 DB 4 $6 B8 OH-XS OS60 D02'- _____AD09 C ADO H a0-)ft'9O' 60 0H-)490Q6e ADO6A H -X29O 0O- 3G60 H-X 90560 mI AD03A 02 H -X 9 6 B - -X4 0 60 88 0H-Ic90c6 - - - NI HO-N9060 IN B 00-)1190260 OH-X090260 H0-N9060 DO BB r, O t1 - _ H- S9 S .yk- Ld 2 -Ho-)199 c 0 )1490 OH-X 90 60 DB H -X 90469 X490S60 X 90 0 x a M H X X90 60N. OH XS 6 n 0- s_ HO->I 9 6 N. -4490 6 -X 9 $6 m C Hp-)49Ot60 -X49 6 6 -XS S 2 2 HO 9 460 -X49 H-XS90S 82 A 4 A A A 0 HCTP100IR (5)HSF116 (5)YSF2D1K HCTP10 ti w Z 0 1-6 28-6 25-0 18-6 1-6 > M i:i �N J 75-0 -.1 HS W rt - ROOF FRAMING PLAN = _ M N -- - 1 JOB NO. [ 369210 REVISION NO. PAGE E2 OF 3 2 I ^ —BM6X AT 13-6 — - — — —BM5X AT 13-6 0 o CL1 HF116 CL1 LI HF110 CL1 - fl - I DH151K DH152K CHF116 CHF110 BUILDING ELEVATIONS 0 0 DL 1X ION IO bN� WC1 -. ,fl^ Io FRAMING k FLASHING LAYOUT AA FOR ACCESSORY CL4 CL4 CL4 CL4 FRAMING & FLASHING LAYOUT FRAMING k FLASHING LAYOUT t I WBR2X FOR ACCESSORY FOR ACCESSORY I. - n _ N ^ _ - - U O �a, > U W to Z J p 01 - - I #I _ : . I U—BM5X AT 13-6 C7 LI HF110 CL1 u a a w I x X CH851K UJ C 4 aL w a w z 21-5 o f CLEAR o CHF110 0 o z 0127 CL27 - - I w AAO L27 CL27 CL27 OPP. HAND y A I -cn 30-0 25-0 I 20-0 ro u u or CL78 CL78 1 - - - 2 _ - - 3 - - - -- ¢ - - - - - - - - - FRAMING & FLASHING LAYOUT FOR ACCESSORY WALL OPENING TO THER FOR MASONRY (BAY #2 ONLY) # t` ELEVATION # 1 AT COLUMN LINE „ A,, » t m •8-G86042K SN •A- 086038K-NNID 0 OPP..HAND - _ - N -1 BM6X C AAO1 - BM4X BMSX of n x WG8X11.567 i / WG8X1i.56 WG8X13.64 WBR1X F 6041K-NI B 04 K G8 -ON K NJ z M r m w x G86037K NJ m O u u o 86041K-N G86040K-BO O G8604I K-ON O - © 3 w a co AD2 I I I o ,- ai n G86037K-NJ CCt X a d rc m a v, N G86047K-NN G86046K-NN G86045K-NO Err W 10X16.57 N / x 21-9 x o •B Oq J Oq wirWTHEXWEB B p v WG10X14.08 (2) BAT3 u u W n Y 0 BADC100 Z 10-0 - 4-10 12-2 12-2 12-2 ,)l-6 0 o = a F 0 C) Q r 1-1 1-10 I 1-10 0-10 25-0 20-0 25-0 • 28-6 1-6 3 Z 3 2 WIND BENT FRAMING AND CLEARANCES AT TSW I 75-0 ELEVATION # 2 AT COLUMN LINE „p ,, _- - t•• FASTENERS - - - _ - BEAD MASTIC (8DC1 ROOF PANEL - - - ROOF PANEL O - to t 19-0 5 8 23-5 7 8 GSHR 26GA G:VALUTAE UL-90 L 24-2 11/16 GSNR 26GA GALVALUME UL-90 z i EA4E sTRUT ALVALUME U1-90 / d .d �b o 6GA G �6 o o d o. o O WG10X14.08 TYP. N � O tmo 1 Oi I BM�LX BM3RX CL202K OPP.. HAND V W , `� BM LX CL202K w I CL201K o BM2RX CL201K p - AB23 x B2 G8605OK-JB B G86049K-BB 8 CR2X CR2X N o K 4 - 082 8605OK-JB jB2 G86049K-88 AB46 J w `° N N 1 AD17A 3 o » c8ID1] I ,o _ 0 - N G86050K-JB G86049K-8B G86048K-BJ g U - _ p w 1- N* G86050K-JB DB2 _ _G86049K-BB '_ADO2J-F,_ 88048K-8J082_4_ y $ F o CE6RX CE5RX CE4RX ICE7RX W/WG10X14.o8 wj wc� wc� r WG10X14.08 WGIOX14.08 WG1OX14.08 WG10X14.08 u 3 1 N THE WEB u 3 u 3r U 3 3 BAT3 8AOC100 PPP S p L ' IIa 20-0 20-0 18-6 1-6 1-6 18-6 20-0 18-6 1-6 JOB NO. F ° A A e c ° 369210 5-0_• 60-0 60-0 5-0 REVISION NO. N� WALL OPENING TO THE ROOF FOR MASONRY ANOPY ELEVATION #` 3 AT COLUMN LINE # 1 ELEVATION # 4 AT COLUMN LINE #4 PAGE E3 OF 3 C:4 _ri ._&Jk.i .ij L� , _lla:ct- !-.. --;C - •1� - _ _ - - — - _ Page is too large to OCR. ENDWALL GIRT WALL FASTENER (2 PER GIRT) _ INSIDE OF STEEL FERENCE LINE MASONRY SIDEWALL BUILDING I C COLUMN WALL PANEL 2" MIN. FLASHING LL WALL PANEL + EAVE STRUT (MSF_) [ r (2) t/z" A 307 GIRT t/4'• X 1 1/4"HI HILTI (n " i CHArWEL JPMB INSIDE CLOSURE ►ETAL HIT ANCHOR ROOF PANEL ENDWALL MEMBER Y�' EAVE LINE GIRT BOLTS AND NUTS STRIP OR EQUAL Ai (GABLE ANGLE) GIRT LINE ' ¢ 14)_h/2. ) 1/2" A 307 -- ------ - FASTENER ?NOT BY GSY) w SEE NOTE /3 ----- --------- BOLTS AND NUTS GIRT CLIP - BASE ANGLE TRIM EAVE STRUT PURLIN _ O � (BATS FASTENERS W w (CL27 OR CL28 � s 2'-0 C/C �- ( k' 1 �• ��e 0 C/C Z STIFFENEDFASTENERS • `• FASTENERS WALL PANEL ————— `•.e• ` ({F ERECTED MASONRY ANCHORS c9 CHANNEL JAMB ` e•e• BEFORE 2'-0 cc SEE NOTE /2 MAJOR RIB + GIRT f MASONRr (Nor BY GSM) SHEETING NOTCH ) CAULKING CORNER FLASHING FASTENERS •-CLIP 93L SIDEWALL OPTIONAL (NOT BY GSM) (CF_) (2)-1/2„ A 3072' 6 C/C 1' 6 AT BUILT-UP ENOWALL GIRT MACHINE 2" STEEL REFERENCE LINE STEEL REFERENCE LINE MASONRY WALL �---ENDWALL PANEL BOLTS AND NUT GIRT CLIP MAX • (NOT BY GSM) ALONG PANEL SIDE LAP FASTENERSL WALL PANEL 2'-0 AT RIGID FRAME ENDWALL (FAS 55 & FAS 85) (WELD�0 TO NOTES 2 -0 C/C JAMB NOTES STEEL LINE ----- t. WALL FASTENERS MUST NOTES OUTSIDE OF SHEETING DIRECTION STRUCTURAL PASS THROUGH CLOSURE. 1. MASONRY ANCHORS ARE NOT REQUIRED IF BUILDING NOTE CHANNEL JAMB FLASHING IS INSTALLED BEFORE MASONRY. 1. SEE WALL PANEL FASTENER NOTES 1. LAP ENDWALL GIRT OVER SIDEWALL GIRT AND BOLT GIRT 2. SEE WALL PANEL FASTENER INSTALLATION AND SPACING DETAILS. INSTALLATION AND SPACING DETAILS. 1. t OF MAJOR RIB ALIGNS WITH F WITH TWO 1/2" A 307 BOLTS AND NUTS 2. (WCL 1) AND THREE FASTENERS REQUIRED STEEL REFERENCE LINE. AS SHOWN ABOVE. 3. (WCL 1) AND THREE FASTENERS REQUIRED WITH WALL—LO( PANELS. 2. �c 2 1/2" WITH 9 1/2" SIDEWALL GIRTS. WITH WALL—LOK PANELS. SAVE LINE ENDWALL GIRT I AD21A CORNER SECTION AT TURNED CORNER MASONRY SIDEWALL FLASHING AT HIGH WALL PANEL SIDE LAP CORNER FLASHING COLUMN WITH EXTERIOR GIRTS A025 ADB4 BASE ANGLE TRIM WITH CLOSURES AE06 AE52 WALL PANEL AT ENDWALL AE54 AF02 AF03 '_r SIDEWALL SHADOW PANEL CONNECTION TO EAVE STRUT GIRT TO JAMB CONNECTION SHADOW PANEL WITH TURNED CORNER COLUMN SIDEWALL AND ENDWALL SHEETED 1 INSIDE FASTENERS WALL WG BEAM (SHOWN) FASTENERS BUILDING ASONRY WAl [ OR STRUCTURAL CHANNEL CLIP CL1 2 0 C/C - � 2' 0 C/C �- AND AT ------- I� HEADER t NOT BY GSM I EACH GIRT IN FIELD CUT GIRT TRIP FLASHING WALL PANEL �L--z GABLE TRIM -------------- GIRT FLASHING —��t:i:i___---PURL + + + a (TZ ) FIELD BEND LEG OFJAMB A FASTENER INTERMEDIATE (GF� i -0 1 1 -0 ( 1'-0 - TRIM TO CLEAR RIB SEE NOTGIRT TT JAMB TO (2)-1/2" AMASONRY ANCHORS «HEAD BOLTS AND NUTS2'-0 C/Ci PERES. AND FASTENERS BEAM CLIP 1�. ROOF PANEL (NOT BY GSM)(CL77) - - (FAS 172 k FAS BS} ( FASTENERS TYP.-► BEOR MASONRY) + i 0 C/C MASONRY WAL EACH GIRT ------- MACHINE CAULKING (NOT BY GSM CAULK WALL PANEL w (4)-1/V' A 307 BOLTS AND NUTS OUTSIDE CLOSURE EAVE STRUT (NOT BY GSM) EAVE STRUT - (NOT BY GSM) TRIM FLASHING WALL PANEL L FAS 55 k FAS 85) RAKE (ENDWALL) MEMBER WALL TRIM FLASHING MACHINE ( STRIP OUTSIDE OF (TZ-) FEEL REFERENCE LINE BASE FASTENER BOLTS AND NUTS JAMB ( I JAMB WALL PANEL WALL PANEL BASE ANGLE BUILDING AN2 - IC WALL D -A C GIRT (TZ� FASTENERS • (FAS 55 k FAS 85) CLIP CLI SIDEWALL FLASHING BNTERMIASE DIATEE RGIIRTS 2'-O CC 4 OPENING HEADS AND SILLS AND A -- ---- • NOTES (SF...) EACH GIRT + >. 0 NOTES t 1. FLASHING FASTENER MUST NOTES TRIM FLASHING�� +-WALL PANEL (7]L`( Y W 1. SEE WALL PANEL FASTENER NOTES Z_) Z O HEADER INSTALLATION AND SPACING DETAILS. PASS THROUGH CLOSURE. NOTES ( 3 T` U 1. MASONRY ANCHORS ARE NOT REQUIRED IF 1. SEE ALTERNATE TRIP FLASHING- C� 2. (WCL 1) AND THREE FASTENERS REQUIRED FLASHING IS INSTALLED BEFORE MASONRY. i. SEE WALL PANEL SIDELAP INSTALLATION DETAIL. 4 ` S CL SECTION A WITH WALL-ION PANELS. DETAIL n cJ U Q JAMB TO WG BEAM OR AD81 HEADER (WITH BOLTED CLIP) ADBZ WALL PANEL AT INTERMEDIATE GIRT AE31 SIDEWALL FLASHING WITH CLOSURES /�47 GABLE TRIM FLASHING AT ENDWALL - AE5g WALL PANEL FASTENER INSTALLATION AFOi CORNER (BUTT) FLASHING AT MASONRY AF03B ALTERNATE TRIM FLASHING (TZ-) AF09 WITH ROOF SHEET EXTENDING PAST EAVE WITH MASONRY AND SPACING INSTALLATION STRUCTURAL CHANNEL CONNECTION TO JAMB CONNECTION STRUT SHADOW PANEL SHADOW PANEL i SHADOW PANEL 1 OUTS I DE CL I * 11/2" 1.. * BUILDING L INSIDE CLOSURE ROOF 1 FASTENERS TYP. 2 1 2" CANOPY A STRIP FASTENERS FASTENERS r FASTENERS qTUl(3EB � ENDWALL FLASHING FASTENER BUILDING EAVE _+ (EF_) 1'-0 1'-0 1'-01' 0 C/C 4 MASTIC BDCT PANEL ( -�R o0F tGABLE ANGLEROOF PANEL — CAULK ——————————————— ROOF PANEL ROOF PALL EDC)ROOF PANEL ( ENDWALL THIS DIMEN5IION IS DEPENDENT UPON WALL PURLIN TUBE CAULK ALL INTERMEDIATE PURLINS (EMS}LNGEAVE STRUT PANEL TYPE. • (BEDC) EXCEPT PANEL ENDLAPS +� --EAVE STRUT EAVESTRUT EQNDWALL CAULK ENDLAPS • FASTENERS_-�/ POP 2 -0C/CWALL PANEL (9-RFASTENER* - THIS DIMENSION IS DEPENDENT UPON WALL - i7' 5' 7•' 5' 7 5 2' 0 C/C rIT PANEL PANEL TYPE AND FLASHING REQUIREMENTS. ** SEE ERECTION I \ `PURLINDRAWINGS FORSEE EAVE FLASHING DETAILS. THIS DIMENSIONTSSIDEWALL FLASHING (6-REQ'D) tt rt r +(SF_) NOTES NOTES BUILDING STEEL REFERENCE LINE +-ENDWALL PANEL 1. SEE EAVE DETAILS FOR FLASHING AND CLOSURE 1. ROOF PANEL FASTENER MUST INFORMATION. NOTESPASS THROUGH CLOSURE. FLASHING EAVE STRUTS2. SEE ROOF PANEL FASTENER 2. SEE INSIDE CLOSURE STRIP INSTALLATION DETAILS 1. SEE BELOW EAVE CONNECTION DETAILS FOR (EF-) END PLATE RIDGE INSTALLATION AND SPACING DETAIL. FOR PROPER INSTALLATION OF CLOSURE, CAULKING. FLASHING AND CLOSURE INFORMATION. (EFE_) HIGH SS NOTES AND MASTIC WHEN REQUIRED. SINGLE SLOPE BUILDINGS HIGH SIDE AT LEAN-TO AND z 2. SEE MASTIC DETAILS FOR PROPER INSIDE OF 1. SEE SOFFIT PANEL INSTALLATION 3. SEE ROOF PANEL FASTENER INSTALLATION AND INSTALLATION WHEN CAULKING AND MASTIC IS BUILDING DETAILS. SPACING. REQUIRED. SIDEWALL FLASHING ON BOTTOM OF A104 ROOF PANEL WITH CLOSURE AT AI10 ROOF PANEL EAVE DETAIL A127 ROOF PANEL AT BELOW EAVE CONNECTION A129 ENDWALL FLASHING LAP A137 ENDWALL FLASHING END PLATE _ A138 ROOF PANEL FASTENER INSTALLATION AJO1 RAKE FLASHING AT SHEETED ENDWALL AJ03 L^ w s L EAVE STRUT WITH SOFFIT EAVE STRUT AND SPACING DETAIL INSTALLATION j J 2 PANEL EXTENDS PAST EAVE STRUT SHADOW PANEL i.i ENDWALL ROOF PANEL v FLASHING SEE NOTE /1 �ROOFPANEL a Y i-- FASTENER 1/2 (Ef ) PANEL GABLE ANGLE 1'-o C/C a H tFA50 C/C MASONRY SIDEWALL FLASHING COR R TRIM MASTIC (BDC� OUTSIDE CLOSURE (NSF_) -___ CAPCTyFLLAASSHING(EF �ROOFSTRIP PANEI SIDEWALL WITH RIVETS HIGH FLASHING CAULK ENDLAP FASTENERS 6.. (HSF_) HIGH 2 -6 C/C FASTENER ' — c 2'-0 C/C ALONG PANEL (CALK ENDLAPS) • SIDEWALL SIDE LAP ROOF PANEL 1" FASTENERS FLASHING ^� PURLIN MAJOR RIB EAVE STRUT GABLE TRIM • — er (HSF—.) BEVEL CUT END FLASHING �' --BE MASTIC -FASIENERS WALL lAP AND FIELD TRIM ABDC-) I 2'-0 C/C ( FASTENERS �•a E/W FLASHING i 1 `�•� (�-) ROOF PANEL AS SHOWN - } FL HING ENDWALL POP RIVETS EAVE ROOF PANEL (TZ FLASHING FIELD TRIM 2. OFF (8)-REQ'D. ENDWALL GUTTER CAULK CAULK END (EF-) BOTTOM LEG OF E/W FLASHING - (NOT BY GSM) _ (NOT BY GSM) CLOSURE FLASHING.SIDE WALL fi• (EF-) PURL IN (EFC-) INSTALLATION CORNER TRIM (NOG) OUBY GSM) STEEL REFERENCE LINE MASONRY WALL PROCEDURE (CT-) P JOB -NO- (NOT 369210 . . (NOT BY GSM) CORNER NOTE! EXTEND E/W AND HIGH SIDE WALL FLASHING CORNER TRIM (8) REQ'DS FLASHING (CT-) j, NOTES (CT-) 2• BEYOND THE FACE OF THE CORNER FLASHING. INSTALLATION NOTES 1. INSTALL ENDWALL FLASHING. SEE ENDWALL PROCEDURE REVISION NO' 1. SEE ROOF PANEL FASTENER 1. SEE CLOSURE INSTALATION FLASHING DETAILS. t. INSTALL ENDWALL FLASHING. SEE ENDWALL FLASHING INSTALLATION DETAILS. INSTALLSTION AND SPACING DETAIL. DETAILS. �� 2. INSTALL HIGH SIDEWALL FLASHING. 2. FLASHING FASTENERS MUST 1. FIELD WORK FILLER FLASHING AROUND ROOF PANEL. 2. INSTALL END CLOSURE. SEE DETAIL A130. PASS THROUGH CLOSURES. 3. INSTALL CORNER TRIM AS SHOWN ABOVE. 3. INSTALL EAVE GUTTER END CAP. SEE DETAIL G120. 4. INSTALL CORNER TRIM CAP. 4. INSTALL EAVE CUTTER. SEE EAVE GUTTER INSTALLATION DETAILS. PAGE 5. INSTALL CORNER TRIM AS SHOWN ABOVE. OUTSIDE CORNER DETAIL A140 RAKE FLASHING AT MASONRY ENDWALL AJO5 ROOF SHADOW PANEL SIDE LAP AJ1fi ROOF PANEL ENDLAP A113 HIGH SIDEWALL FLASHING WITH MASONRY A117 ENDWALL FLASHING FILLER A130 HIGH SIDEWALL CORNER A133 S Z Q 5 AT STEEL REFERENCE LINE DETAIL AT BUILDING CORNER WITH ENDWALL AND HIGH SIDEWALL WITH FLASHING• EAVE GUTTER AND ENDWALL FLASHING -- - - - - - - - _ _— -- •- r - - ri�L3e.�t3�L�d= .. _ ���._-__ yJ.—r1..11 L'-t i,-• -ari a:� ua.i� - - - - - - --- - _ - - - - - - - — - SIDE LAP MASTIC FAR SIDE BASE FLASHING OR LAP RIB BEARING RIB VIEW POINT EAVE HIGH SIDEWALL (BDCI) l'ii FASTENER ROOF PANEL �� i13 5�h END LAP MASTIC ;:ii:i ING RIB1'-0 C/ FLSHINGBDCI) BEARING R1t3 �I ND LAP YASTIC FE11 b 1Iti END LAP MASTIC (BDCI) LAP RIB 1 (BDC ) SIDE LAP MASTICI_ Li _J N SIDE LAP MASTIC (BOC1) 2'' LAP (BDCI) CLOSUURE I e a E IH H 96 a (POLO ) I 2-0 C/CFASTENERS EAVE STRUTCONTINUOUS RUN OF i_� MASTIC TOP AND BOTTOM 7Z E OF CLOSIUURE I SOFFIT STEEL REFERENCE LINE mod - ROOF PANEL, BDC // ROOF PANEL PURLIN I i ROOF PANEL ( ) I SIDEWALL FLASHING - PANEL W PURLIN I I ROOF PANEL PURLIN (SF-) o L——— ——— - EAVE STRUT O i 13; 97 PURLIN INSTALLATION PROCEDURE FASTENER L NOTES ; ; LAP RIB 1. AFTER ROOF PANELS ARE ERECTED, APPLY A LAP RIB CONTINUOUS RUN OF MASTIC ON TOP OF PANELS. 1. APPLY ALL MASTIC CONTINUOUS AS SHOWN ABOVE. NOTES NOTES OVERLAP MASTIC 2 • AT MASTIC ENDS. AVOID GAPS BY OVERLAPPING MASTIC 2" RP1 RP21 RP3 2. PLACE CLOSURE ON TOP OF MASTIC. APPLY TUBE NOTES AT MASTIC ENDS. RIDGE 1 t 1. APPLY ALL MASTIC CONTINUOUS AS SHOWN ABOVE. 1. APPLY ALL MASTIC CONTINUOUS AS SHOWN ABOVE. CAULKING IN JOINTS OF CLOSURES. 1. SEE SOFFIT PANEL FASTENER 2. BEFORE INSTALLING ENDWALL FLASHING, APPLY RIDGE PANELS-► O j 1c? 98 AVOID GAPS BY OVERLAPPING MASTIC 2" AVOID GAPS BY OVERLAPPING MASTIC 2' INSTALLATION AND SPACING DETAIL. A CONTINUOUS RUN OF MASTIC ALONG LAP RIB. 1 I AT MASTIC ENDS, AT MASTIC ENDS. 3. APPLY A CONTINUOUS RUN OF MASTIC ON TOP OF CLOSURE. 3. LAP MASTIC WITH TOP OF CLOSURE MASTIC. _ 2. BEFORE INSTALLING ENDWALL FLASHING, APPLY 4. INSTALL BASE OR HIGH SIDEWALL FLASHING. SEE INSIDE CLOSURE INSTALLATION DETAILS. I I A CONTINUOUS RUN OF MASTIC ALONG LAP RIB. AJ23 i 1 MASTIC INSTALLATION FOR AJ28 MASTIC INSTALLATION FOR ALL PANELS AJ30 SECTION THRU OUTSIDE CLOSURE STRIP AJ37 - SOFFIT PANEL TO EAVE STRUT AT LOW AMO1 ROOF PANEL LOCATION FOR AJ19 MASTIC INSTALLATION FOR EAVE PANEL 3 10 I 94 INTERMEDIATE PANELS EAVE STARTING RUN AT RAKE (STARTING RUN-FAR SIDE) ; INTERMEDIATE RUNS-FAR SIDE) (ENDING RUN-FAR SIDE) W SIDE LAP MASTIC LAP RIB -- -, - i (BDC 1) AJ37 WALL PANEL BEARING RIB SIDE LAP MASTIC-' BEARING RIB i a —_ —rn r—_nrr—--T (BDCI) , END LAP MASTIC END LAP MASTIC g OI Oi 93 o PANEL 2 u t I n I t n t t It OUTS IDE STEEL REFERENCE L� (BDCI) � �(9 (BDCI) t 1 w CLOSURE PURLIN (6) 1/2•• A 307 O F CANOPY RAFTER BOLTS AND NUTS SIDE LAP MASTIC LAP RIB yF� 2" LAP IIHA A FASTENER I r i (BDCI) CONTINUOUS ONSIDE CLOSURE MASTIC V� 1 OS 92 (POLL ) BEARING RIB TOP OF I r 1- EAVE i 1 CONTINUOUS MASTIC (BDCCLOSU4)RE ROOF PANEL -SIDE BDC 1 LAP �ASTB __ I OUTSIDE 1 t cn UNDER CL URE FILL GROVE WITH BASE FLASHING _l _ __ CLOSURE r NEAR SIDE (BDC 4, SIDE LAP MASTIC TUBE CAULK FASTENER f OR HIGH SIDE _STRIP 0 0 w 5 VIEW POINT STARTING INTERMEDIATE ENDING N FASTENER (BDC 1) (BEDC) 1 FLASHING ( N RUN RUN LAP RIB / SOFFIT PAIL L PURLIN PURLIN BEARING RIB S IASHIRIM I CLIP 30 ROOF PANEL ROOF PANEL t CLOSURE► (FSING LAP RIB (POLO) EAVE STRUT NOTES -wINSIDE FASTENER t CLOSURE 1'-D C/C m 0 LJ NOTES 1. DASH LINES DENOTE LINE OF MASTIC. BEARING RIB CONTINUOUS YASTIC NOTES FILL GROVE WITH TOP AND BOTTOM NOTES ht i Y 0 2. SEE MASTIC INSTALLATION DETAILS. LAP RIB 1. APPLY ALL MASTIC CONTINUOUS AS SHOWN ABOVE. 1. APPLY ALL MASTIC CONTINUOUS AS SHOWN ABOVE. TUBE CAULK OF CLOSURE3 L • U AVOID GAPS BY OVERLAPPING MASTIC 2 AVOID GAPS BY OVERLAPPING MASTIC 2" 3. APPLY MASTIC ONE PANEL AT A TIME. (BEDC) (BDC 4) 1. FLASHING 'FASTENERS MUST Q �t 0 0- AT MASTIC ENDS. AT MASTIC ENDS. NOTE NOTE SECTION A-A PASS THROUGH CLOSURES. .. = a 4. ERECT PANELS ON BOTH SIDES OF RIDGE 1. EXTEND SIDE LAP MASTIC OVER CONTINUOUS 1. EXTEND SIDE LAP MASTIC TO FLAT OF ROOF 2. BEFORE INSTALLING ENDWALL FLASHING. APPLY 2. LAP MASTIC WITH TOP OF CLOSURE MASTIC. AND INSTALL RIDGE PANELS IN THE ORDER SH0WN. O c' U a A CONTINUOUS RUN OF MASTIC ALONG LAP RIB. SEE INSIDE CLOSURE INSTALLATION DETAILS. CLOSURE MASTIC AS SHOWN ABOVE. PANEL AS SHOWN ABOVE FOR __ MASTIC LAP. MASTIC INSTALLATION FOR AJ24 MASTIC INSTALLATION FOR EAVE PANEL I AJ27 ROOF PANEL LAYOUT AND END LAP /SIDE LAP MASTIC LOCATIONS I AJ20 INSIDE CLOSURE STRIP INSTALLATION AJ33 OUTSIDE CLOSURE STRIP INSTALLATION AJ35 SHADOW PANEL SOFFIT TO SHEETED WALL AN09 PURLIN CONNECTION FOR FLUSH CANOPY CA15 INTERMEDIATE PANELS (INTERMEDIATE RUNS-FAR SIDE) WITH PANEL SIDE LAP MASTIC WITH PANEL SIDE LAP MASTIC AT CANOPY OR FACADE (DOUBLE CLIP 30) (STARTING RUN-FAR SIDE (SHADOW PANEL) (SHADOW PANEL) O � EAVE GUTTER -_,._� CA15 EAVE STRUT CA17 (EGO ,, r { EAVE STRUT I f CANOPY RAFTER CHANNEL SUPPORT �- - I CANOPY LINE CANOPY RAFTER (2)-1/2'' A 307 { BOLTS AND NUTS CANOPY RAFTER (CHS10-K) (6)-1/2•• - CANOPY RAFTER BOLTS AND NUTS GUTTER OUTLET DOWNSPOUT EAVE if ___ 1'- (DS..) (GO_) I `TRAP G(E)R i 'r DSS-) L - 0 5 -0 C/C r t t r DOWNSPOUT �t t� 1 r I DOWNSPOUT-► ELBOW t _ (ELF h CLIP 30 STEEL REFERENCE DOWNSP T CA16 SPACER PLATE Q © I LINE (US PURLIN1 N ELBOW WHEN REQUIRED ON RAFTERPY SPACER PLATE EAVE STRUT WALL ( ELBOW I (EL) ( � TOP FLANGE COLUMN TOP FLANGE R-FASTENERS AT EACH CLIP 30 OF COLUMN OF COLUMN DOWNSPOUT --► ,., > PURLIN OR EAVE STRUT p RIVETS —ate _ (DS_) w A 325 BOLTS &NUTS COLUMN ORWE RAFTER PURLIN NOTES DOWNSPOUT (B 'PER ELBOW - NOTES DOWNSPOUT STRAP LU IDSS_! SEE BOLT SCHEDULEk""\\ OVERHANG 1. SEE GUTTER OUTLET INSTALATION 1. SEE GUTTER OUTLET INSTALATION w i (4)-A 325 BOLTS, NUTS DETAIL (GEO2) DETAIL (GE02) = k WASHERS (SEE ERECTION DRAWINGS) SEE BOLT SCHEDULE ELBOW CANOPY PROJECTION STEEL LINE RIGID FRAME 2. SEE ELBOW INSTALATION DETAIL (GE05) (EL-) 2. SEE ELBOW INSTALATION DETAIL (GEO5) z 3. SEE DOWNSPOUT STRAP INSTALATION 3. SEE DOWNSPOUT STRAP INSTALATION 1. ALL CONNECTIONS TO USE 1/2'' A 307 BOLTS AND NUTS UNLESS NOTED. DETAIL (GEO4) DETAIL (GEO4) EAVE LINE FLUSH CANOPY AT RIGID FRAME CA05 FLUSH CANOPY RAFTER CONNECTION CA18 BUILDING EAVE STRUT CONNECTION CA19 CHANNEL SUPPORT AT FLUSH CANOPY CB10 TYPICAL DOWNSPOUT GEO1 DOWNSPOUT ELBOW GEO5 CANOPY RETURN DOWNSPOUT GE09 CY 1WITH EXTERIOR GIRTS AT RIGID FRAME OR BEAM RAFTER TO FLUSH CANOPY RAFTER OVERHANGSHORT CONNECTION I WITH LONG CONNECTION I LONG CONNECTION CA15 CANOPY RAFTER � OOF MAJOR RIBR r EAVE STRUT ROOF PANEL FASTENERS CANOPY RAFTERWALL PANEL (2)-1/2" A 307 a BOLTS AND NUTS CANOPY RAFTER ® INSIDE EAVE GUTTER I I t i ® YF • n POP ER FASTENERS N [ i1 = t t —— EAVE GUTTER` GUTTER OUTLET DOWNSPOUT STRAP) (4) PER STRAP \ t {( I I cO ~ \ = (EC—) I GUTTER OUTLET (DSSL = 1 1 CLIP 30 A 325 BOLTS, NUTS (GO-} DOWNSPOUT - TOP FLANGE PURLIN k WASHERS , (DS_) TUBE CAULKING OF WCOLUMN WHEN REQUIRED CA19 SEE BOLT SCHEDULE S T I (BEDC) GUTTER CLIP -- EAVE STRUT OR RAFTER 3'-0 C/C _ COLUMN EB RAFTER FASTENERS�'- CAULK COLUMN TOP FLANGE OF COLUMN BEAM RAFTER (3) REQ'D (BEDC� OUTSIDE EAVE GUTTER JOB NO. OR RAFTER (4)-A 325 BOLTS, NUTS GUTTER 369210 k WASHERS NOTE SEE BOLT SCHEDULE 1. APPLY A CONTINUOUS BEAD OF TUBE CAULKING A 325 BOLTS k NUTS AROUND THE OUTSIDE OF THE INSIDE PIECE INSTALLATION PROCEDURE DOWNSPOUT REVISION NO. SEE BOLT SCHEDULE OF GUTTER. 1. PLACE EAVE GUTTER ON TOP OF ROOF PANELS CANOPY PROJECTION STEEL LINE (DS )) COLUMN FOR ALIGNMENT OF GUTTER CLIPS WITH PANEL RIB. NOTE 3. FASTEN WITH OP RIVETS (12)UATI 1 GUTTER. 2. ATTACH GUTTER CLIPS TO GUTTER AS SHOWN ABOVE. 1. ALL CONNECTIONS TO USE 1/2" A 307 BOLTS AND NUTS UNLESS NOTED. CENTERS. 3. HANG GUTTER OVER EAVE AND FASTEN AS SHOWN ABOVE. PAGE BUILDING EAVE STRUT CONNECTION TO I CA16 FLUSH CANOPY RAFTER CONNECTION I CA17 EAVE LINE FLUSH CANOPY AT OLD STYLE CORNER COLUMN CBOS GUTTER OUTLET TO DOWNSPOUT GEO2 DOWNSPOUT STRAP GEO4 G114 EAVE GUTTER CLIP DETAIL 6117 S 3 QF ' FLUSH CANOPY RAFTER I AT RIGID FRAME OR BEAM RAFTER I• I WITH BEAM RAFTER AND EXTERIOR GIRTS 2 EAVE GUTTER LAP DETAIL WITH SHORT CONNECTION WITH SHORT CONNECTION AT SHADOW PANEL MAJOR RIB r.. ,I .i t - - - GUTTER CLIP EGCLIOO-600 END CAP (EGC 100 R/L) SAVE GUTTER W GUTTER P CAULK LINE GUTTER Z i CLIP TUBE CAULK INSTALLATION PROCEDURE 1. APPLY TUBE CAULKING TO END CAP AS SHOWN ABOVE. 2. PLACE END CAP INSIDE GUTTER WITH OUTSIDE OF FIELD BEND SPUR END CAP BEING FLUSH WITH END OF GUTTER. TO LOCK CLIP f[ 3. FASTEN WITH POP RIVETS (10) AT 1 1/2' ON GUTTER �/ CENTERS. 4. CAULK POP RIVETS FROM INSIDE OF GUTTER. GUTTELEG 5. CAULK INSIDE EDGE OF END CAP WHERE IT JOINS GUTTER. GUTTER END CAP INSTALLATION GI20 GUTTER CLIP LOCKING 0122 F DETAIL SPUR DETAIL J o DOOR JAMB O � INSUL. DOUBLE i u:i J n i»ni iiJJJiJ i STICK TAPE �� INSULATION F W � TRIM BLANKET INSULATION BACK = E 1 1/4 AID FOLD VINYL BACKING U) OVER BLANKET AS SHOWN LU DOOR JAMB e i .tl uiaJ Lv f41r JJL riiJri - - - - - - _ TRIM FLASHING— —L\- m C J F(TZ_) WALL PANEL W WALL FASTENERS z Y U a a1 _ a. p - O Q 1 INSULATION DETAIL AT DOOR JAMB OE02 WITH SHADOW PANEL I1h - F ja L -JOB NO_ 369210 REVISION NO. PAGE s44 r ------ ----------------- ---- --- ------ ----- ------------------------------ ----------------------- ----- ------- ----- --- --- ---------------------------------------------------- - ------------------ ------------ ------- F ERECTION PROCEDURES FOR QIADRU-S2IN0 DOER$ - DOWN EX1EM ION - - }. _ r-J 1/2 -I. IF I/2'*NCI(R BOLTS ARE MOT PRE-SET. DRILL.Ig111 IN.1 SETTING FIR 8..110 DR TIE DOOR I IN A CL06[0 FR61TI TIE AS A GUIDE.ID,WLE LEE NEATER 17. INSTALL IENI 5151CMFLAIlING(K f11 TN 01E WALL FASTENER AT CAD' AN AMER F - - - 1 - - - - 1/2 [WAIGION ANCHORS.LOCATED IN ACCORDANCE WI7N DOLT SE7Ti MS PLUS. f0 OBTAIN A UI If OW CRACK E'TAIl TIE TOP Cr TIE DOOR LEAP NO THE ADDITIONAL FASTENER#ILL POINTMEOJIDROII TI TIE( NT[R AS DOORS. - - `!�//yJy�>ilPppT MART -! - - - - MENDER. SHIN 7(1. TIE DOW JAIIP BASEALPLLATTE TO MAINTAIN THE DESIRED TIEApBFOTTOI 1€I DTI[LOWEST 1FP00E160 ON THE FACE[¢�{fy1`AW LNG CF THE F Am,Ip l�V/ - I _ JAIQ - 3. 3 SE% E 00(1 FRAIE WCIIIPE BOLTSY LOAM 1'S TIME lEAVER CIM BEM PR.011511101 I IS .. CRACK Al !STR NKC� AIQ STAIRS [I[DGE�Q'NEE lEAf YO T1 jN[ TfELIEAOEN�T0SQ TO ME 1pE DO(R d.EEARNKf. FTI1E K/D P�ABtNMG 1 TAIF15 TIC F - - - - - - """ "�W"JMk���"' _T 111411 �1�, JNEE iEEq M6L[ - - �q CTL DE 1E IRNE)- BE JMI@ - - G•J oxREND TIRE[ALIB TNBEE[LOMAS LADED(A J/C)PAST TIE FACE K' ITLJ IrMC BOOT I[JREII ■ (M IN _ C -_ TED T@ EIAEA TIYeD'WAND AND SnMC 7fE iE�E ��, BTRIIAI.M14 AllOlbi BfY75. LOCI ODOR LAIR. - - - ! - �•+ INS JAWS 70 MTAMN 7E C�ifiGT NOOK {S,� '!J - IF TIERS F NOT*51157 A7 7--J l .110051 LEE 3/i�B47B W TK - ,D• IS WTIAISALBOI.E.E�ITICJADDWOgR..ENEAffESSSTEMPY BPo. wNAINBA UNIFORM CRAQ1 11. W BUi014,15 INSULATED. INSTALL A RUN ff INSULATION DOgLE 871 CK - J�gatt _ C 1DiWERB 657E FRAME. ((TEEN WADER AMD T1 r T{E IM WO LEAVES MEN VERTIC"V TAPE IIIIQAp PERIMETER ff OrENiNG Np I ALL IWALATION. T14E ELAN ET - FULL L[YBM PAIg - f1111W OODR NEAR71 fai"7Ia 'W OETEEN.M TOG OK%R LEAVES- ?(,IJ INSULATION MUST E WT OFF AT LEAST 11/1�Z CLEAR ADO•[TEE BOTTOM 4' - - - \ - rl3 - 0 - - r O - - 2A. IS M DOOR IS BEING INSTALLED IN A RILL HAVING 0 1/2 CARTS INSTAL - - O TI(HEM FLASHRG TO PREVENT NICKING. M 1.11151 1011LATl01 MOST B[ - - - \ F'-4 - II 5.1 s,x 1 __ TE$WING DOCK DEADLLE TIR( TIE INS10E 1(1 50 E a MEAGER - 11. ATTACH THE D00R HEADER TO 175 FLANGE OF'R E 7'-3 1/2 BAIT WITH HALL 2i CUT BACK OE A1D OS QUARTER 1MOE5(1 1/4-)ALOM6 JAILS TI CLAA# - - �p \. o✓• SW11E JNB ` j WITH WALL FASTEN ERSS SIX tYCE t"]OM01G CENTER. FASTENERS SIX INCHES OM CEXIER_ 1,a►] TIE TRIM FLASHING. - - - RASA \ _ - H - - _ - _ - - - M y _ IF THERE IS NOT A GIRT AT 7•-S 1/'t ATTAOI 1HE TOP ff EACH DOOR JAMB y IMB \ t/t"NlS - 3. STAID f1E DOOR FRAME IN PLACE BY LfANINO TK A�SEWI D FRAME NI E%7ENSIol1 7D M[AMC S7RIR ER GIRL/BOIL 11114 SIX WALL FAS'SMERS- 1N- INSTALL WALL PANELS AS PER DETAILS FOR YOM PMTIOLAR PANEL TYPE. - \ (K...1 - �\ - FNItk7ER5 Bp,ii - B(3t MEL[ - -1 >• SL IDIMG IHE WADER UV O1ER DIE FLANKS ff M 7-3 1 GIRT.BULL TIE OPENING IN 11E PAELS MIAT K COT BAG(APPRCKIMATELY OE AID CBE - \` - M11*0008 JAM - - (4 [Xw1Ela) - PINCHING THE BOTTOM OF THE►RAE TOGETHER SLIOHRY. - -)IA. W TIE ODOR IS KING INSTALLED IN A IC PAVING 1 551 GILTS AD THERE DONIIER IN01 11 1/T'1 D' THE FACE OF TIE JAW. A SIA.L HORIZONTAL - - A - IF HERE 15 NOT A 6147 AT T'-3 1 SLIPLY 9E7 M ASSEM[.EO FRAME :AE N1Y IN'ERL.:OIA7E 1MLL GIRLS C( K PN.L WILL RECEIVE LINER PAELS. FLIT WSW E CUT AT EACH CPA)IS AT THE TOP OF TIE OPENING FOR THE REM - - - - - - R 6Y OM OHEB 51 *304(1 BOLTS. INSTAL.114.5111100*JMB FILLER S14 T 11LaG THE INSIDE EDGE OF(AG1 sa FLASHING. IF FILLER FLASHING 13 REQUIRED(SEE IN 51115ATIa DETAILS). \\ AI [ JAM 11Th WALL FASTENERS Six INCMS W-]ON CENTER, PRIOR TO INSTALLING THE PAWL ADJACENT TO EITHER 510E OP DOOR. - - - \ 7. - 1WINC 0(XR JNB y - SA IF THE DOOR IS 1E Ill INSTALLED IN A WAL HAVING 0 1/2'GIRlS1 TIE - ."i�+ - ETERMIIE THE 1105[EFFICIENT USNE FOR THE-►TILER RABMiNG(TS AD - - - - 1 .� SING DOOR BEM r1U.ER INSTALLS INSIDE THE INER FLANGE DF 7 31/S - INS. N TIE DOOR IS BEING INSTALLED 111 A WALL HAVING P 1/2•CARTS AD THERE 153 WETIER IT WILL INSTALLED BEFORE OR AFTER THE PNEL.3fXA7 PA S _ _ _ _ _ CIRT. - - AE AMY IN1[REDIATE WALL GILTS FIELD HOCK INSIDE FLANGE AD 10 CIF _ y, - AGM DOQ MOBi HELD C,UF FROM FULL 4ENGTM PANELS. - _ .� (i - - WALL GIRLS TO CLEAR OFFSET CKE IlD BY TIE M1M DOOR JNM F IDLER. _ - _ - - _ 4. MY THE MINA JAMB 70 THE CON(7ER-LOOSE DOLT THE STRIE JNM TO HI RD. IF FILLER ILASHI IICr TZf„•) IS EOMIED All IS TO K INSTALLED PRIOR TO - OGOW FRAME - - 5CIMCA OObt MEM i0 JAW COWECiIpI $r7N6 DOOR KM TO JAB CORECTIOM MILK DOOM JAW 7EFRIxE.NAND BRAGf AMGt HJI - 71E CONCETE. - - 12. INSTALL MY INTERMEDIATE GIRTS ADJACENT TO TIE SWINGA CODs-AS SECRE iI(PANEL A ION �B ff M FILLER FLASHIIIf.11TH TIE fBEE EOIJ7:Q - - W11Y DOOR EXTENSION 001(51101 TO FOINDATIOM TEN TO THE JAMB WITH TWO CALL FASTEERS. THE JAMB DID FASTERNo WJ./ASTDERJ AT 2''0 OX LFNT[R. a C. 5. TIOGTE1 TIE 3/B'BOLTS III TE COIMER5 OF TIE FRAME. - MDSE:FASTENERS IN THE AM[L,7H1 MAST A�IIE$TTALL AT LEAST OE AID - - _ // CLiAR 1EYCKFGR TIE Alt 1*7RIMi*9TH r(TZ1, A"70 KUl[ 21. THE EDGE OF TIC 31A'LEG O'M J TI TRIM FLAWING_AIL IS TO ESET • ... I. PLUW THE HINGE JAMB SC SEWjE THE MEAER TO THE FLANGE Or THE NUJ BACK ONE OUMTER NOI E[,4')HTOY TIE FPAZ151 ME TIE 5*.1 CLEAN H -A fY 7'-J t55 6111 11114 RISC 6R 14 C f1MP5 DIECAY IBOE H1 HGE JAMB. d. HINGES MO IMIXE. ATTAR TIB Yli VII PLASMHID TO THE JNi WITH WALL TK[ P ;;jJ(tJ IF TIERS IS MOW A GIRT Al T')-J 1 MOOD JAW EY05 TI 0 OE WILL 13. INSTALL LGCIC[T IN DOM(i0 AggOMINE 7O"r.TR=IONS►ACKAGED WITH J'� FASTENERS 2-B OI CENTER. HE" K JSYMEOJINED. SLIDE TIE DOOR XLAW 511 INSIDE TIE 004 AND TIE11 LGD(5ET. _ N..H - ADJUST'11E[%'fENSIOIS TO(EANp1�1J�AW EWMf RUT 01 GIRT AROY[ DOOR. IIDff: TIC 51111(11 RATE .1MIS1E0 IN TE 14LOT05T BON IS EV[1S1 22. M FILLER LASHING t I CO IS TIE AD tA.1*55 Ill AIINNNSTALLED PT 10R70 - r+ - - - - - ATTACK NGE J�ENO GREG ENE TOP OF TIC(1T51611111611 TALL 11 TO THE0.EAK STRU7 O - W TE7(1).4TALLFA i0.LIMA M11M TE LOOGSE7 ISYALL[N 11151 - - 79 TIEP Q.PO�I1101 ACL D<HE JYB PROVIDE PT LA NIK(It)WITH NO VAST TSEN AT : AllLOA 1O)MCLF - f TTEEIRt �W (o A GIRT Wi17�H VISE Oi1P C CLAMPS. LE - - pqg5 - • - 2 OM N7EM7EIt. - - - - $TTRIKE JAM - - NOTE GETEOUAARTER I III M 1 1/{4A]N(F;ERCN TIC AO1107 25 INSTALLED JAEM TO AM.LOW - u M-AGTS\ESppApt LEN Af.GXIRD f01�AINSTTRUCTIIONS PACKA(EDAD MI 5001 jWITH!HE 23.CMLK TE SL175 AT EACH LONER OF M OPENING. _ OR M6[AM ® - - - - MEARANCE volt TE JM6 78111 FLASHING 1i2.3. _ HEM AD fLE BOLTS. INSTALL 7K 2 ASTRAGAL ALONG N EDGE T TE tWACTIIf LEAF WHIM PCP RIMES OE FORT €L P VENTER. INSTALL TIE - 2A-FIELD MOTOR TIE MES OLD AS EQUIRED TO CLEAR THE DSOR FRAL STOPS. 7. REYOYE M DOOR FROM TK CARTON BUT DO NOT REMOVE 7ME•POLY-BAG FROM lNOR*GL LOCK FI1LEX PLATES TO RING 1W LOCK PREPAMTIOA III IM USING uE THESHOLD AS A 7EIPLATE, LOCHi1 All DRILL 5/IB'WOES IN• �' _ - THE DOOR LEN'Ix1TIL IIESiILL K 15 0021115. 1116TN1 N111BES 01 M _ - 1 (L LEN'. IF TILE L0CKj;IS A PANIC K1149. I111 AU.T[ _ - CONCRETE FOR EIPAISMOM$MIELOS. INSTALL TIMSHOLD 114*251(1 KO OF GWG - - - - - P WO1 LEA,11114 50.1 CIO ZKI$PER NURSE. _ $11121(LA?)II M IMAGTIIE IEK. AD FA$lEM TO OPMAXTE 1111145)050101. - \ - _ - 5. $111 001 IN PLACE AM ATTACH ILIMEE5 TO DOOR JAMB WITH FOUR Ito 10.PHELO WORK,BASE ANKE To FIT Al$IDED OF DOGE. 2e. INSTALL 0001�DrTpN STEEP WITH$MIS PROAIOEO. ADJUST GO 7EAT VIA II AIMAgt q70 \\ $ffE1S FER NIAEE- .. - - - - - S1EEP TLOSES CRA+FM AT ODTTGN DF DOOR. - - NO. IF THIS IA/ALLASINGLE DOOR, INSTALL M STRHC JAW BRAf.$AN LE $AID - - - DOOR - - - • - yr i OSlA ilk FAW (REPEL ENEHI ND AA1CH TRIBR TOJT.ATTACM1E1'R[LOER 10- 11671.1 1 NEATMER STRIP MORD D➢OI lI1H SOKNS P0(1010. - - _ - - - 'A - BASE Ill \ - - tI - - - '$ - I�N'LERIEDT A7 WEl ifi LOGTEOMAATKTE APFRDKI QK IG17 OF TE RDA - 27. ,INSTALL 00oR SE0(R IIf PROVt00A)ACCORDHD TO RSWACT404 PACKAGED - - - - T - - _. - _ - _ - -_ - STBtItL.1J[ ANGLE GALA K OHTIEO. . �. 7M CL�ER.. - - - - - - q' _ - -: - _ 25.REMOVE 1).V-BAW I=0051 15%AM RETOUCH AMY SJIATOES BR ABRAS106. - _ - - - - - - ERECTION PROCEDURES FOR QUADRU:-SWING DOORS ERECTION PROCEDURES FOR QUADRU-SWING DOORS UADRU-SWING DOOR (UNIVERSAL FRAMING DETAILS) FASTENERS - _ 1gAp �- F'BT - - BAL - - - - Wl RIAC - - -/A�•w�'••�+- _ EMS 57AYT - (F►[R B0lSIBia) - WALL PASR7EKILEUSOSAFTI _ - .-/ W FBI Ia1 L AS Jl1p/�Ll- liA-.J Q FASIElERS - 7'-3 t/2 f"C/G - - R 1/x.•mRT _ - WALL WALL tf PFR EXi[MEIa) -_ Gtet - - WtWT - - —0'•GIRT KING DOOR - - - 17(1•• 2 - WADG II _ C".,. - S•G/C - s G"' _ - _ Cam-. I - - sWI1Ri.N DOITt FAS7EME4S _ (1 PEA EX7EMIa) - (1 F FX DOH) I - ro. - (1 PER EYlUE1tR) _ - WAD►ILLER - — - - C/� - HEM LASHING - - - _1 �j reA t 13 - - - _ _ --0BW.NY 'sp"s - 1.MEAD FLASHING ATTAC ESA HEADER WITH - PLANT VIER - _ '- -- - 1.ATTA01 JAI!P,lLf7t.FIEND NOIDI WART AM 114 (1WK y fA67WiER FEN END.M ADDONALITI rASTENN OODR' - _ - - - - _ _ FK1EM TO JAMB AS S M IS ME. WILL AS p IKD AT DENIER OF DOut[POCK. _ 1. 1161011 I PWEATH ER STRIP nTN - - -SWING OUT 10* _ m - W - 6 _ TY'ICAL SECTION THRO. 1 PALE WT DETAIL EATEIIRIP INSTALLATION RETAIL T0SHIIIAI METOIIM6 DETAIL Z Y 0 E YGTIfiN ItR RUT SLING DOOR ERNE ;4GTHOM TR0ACH SWING DOOR FRAIF- - SECTION YMROMOI SNUG COW FRAME i"GIRT DOOR V WO KING 00011 NEAR FILLER SECTION CHEDlG1 MI D0 GIRT FRAME 2551101 TIROl1OM1 SWING OOCYH FRAME 0 1/!"GIRT OOR JABOM TO SWING DOOR EM AT DOOM V (J-' AT EAYF.STRUT C17M fYTENL41O1 ATTACHED 10 01RT AT-GIRL W1111 DOOR EXTENSION SWING DOOR JAB _ INS.ALLA7fOM DETAIL ATTACHED TON 1 AT 0 1 CIR"f WITH DCII EXTENSION SWING DOOR JAW M��. _ {ASH NNy a t� o. I E�'3 Lou PANEL LIto RYEL�-- ETZE..FS HMG U i 7R, NB Lil[R PAIBL � - v` - -. • � _ �j - k r �� - - - •J - TRIM FLASN11N1 _ 1W14TIlARU1i FASTEIERR : - - r - F T� y :' s - FAS7EIERS- f —.} - LtKA►AEI Jf _ ODW F - OOGR IEAafJE _ - _ _ DGa IEAER 'ft"011HT - F` ILK (•�L.ri - _ - __ DOar tur I ( - - - _ sgEN _ _ - DOGE - _ D=JNB - K JMB -.kV6 BBW LEAF A6IRACAI _ FASTENERS - - ��II �[n�i C/G _ r,L2E'R-BfI�G/yG1 _ - - - B0TTa1 #UE9KLi - ume4OD WT.SgI € _ : k R (7E ) rrriiii TEALRR55 y I'-0 CA H i - • E •2-0 F - F 15 - - .IqT - — p0 stl1EWF nTN --J (57AWFFJWD) - $1RINE(1W 7) • 4s 1[�tfL - 1.FEE 111ER PAEL FASTENER f16TALLATIOM - _ - - - - rnTP • s-G. IL' - - - E1TAN6ia SIIIFLB -- (10 51116 IIIN 1.EE TYPICAL LI ER TRtll AT ACCESSORIES. - �•. 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'OFT ' - AB SPACING ETAIL. • - - - - - _ i - - - - - - } SECIIDN 7/WIOI 01 SING SECTION 11RO"SlIMG - SECTION TROUGH SWING DOOM"tNE • ° _ gCTla 1!/gIIGN SHINTO D0(Yt - SECTION 71FO101 SWING DOOR 2 AS7RAWl t16TNJ.A7N01 DETAIL - - BRA 9 B'pIH(E tNSTN1AT101 WAIL • • S[CTIOM i1EGUKWI$11115 DOCK JAMB - SECTION 7HIRDIXif SWING DON LEADER - • • D00t DEADER 11TH B 1 61#1S DOOR DENIER AT 0 1//2 $11115 _ - ATFAOEu^TO S 1//�� GIRT - AlBAST(SWING Ni 00Ot} AT BASE(SWING IN D0011) 1a - AT LINER SNEL AT L LACK PANEL - AT L 11ER AD 11111 PAk1 I AT LINER PANEL - QUADRU-SITING DUOR 8'M GIRT FRAMING DETAIIAS) QUADRU-STING DOOR (9 12" GIRT FRAMING DETAILS) UADRU-SHYING DOOR UNIVERSAL SHEETING AND ACCESSORY DETAILS 4 - WALL s J� a WL ,NM - _ .YM F 1WpH1ERs _ _ C LL f r-' BALL CALL - _ - - 1+�+ 2 i SIMDa PAa - ---1• - [k{ i 1IR'.E3^r _2'-0�� 2�"0 DIG pAf7EER6 �B�. � _ FASIEIRXS - =�'�,E NIiAER --. MMS'1 r/tS F 2'♦cotD i ro f TEERF —+� IMMCOI FMMIIL _WA Q v SNM1DR PYEL - - vAN[L NEAIrR O C/2 CSHHDYtIK PAS. - - _ - _ _ p -- •\ ... 7-° - TRAY ELATIMNC FAH�1 - _ ` IHB \ - - - - FN1R(LMMIED �r - MEAD FLAOHK _ - 9� - - STADAD$CTION(12 1 - ECTIOI TROUGH DEADER DY y NL�FyAy1 l73 7 �1F 1 G i-6 � . - .J - HEAD ILAW M • ITV—) V� A(i J IM - _ - R DI SHADOW ANEL GJ2 _P?�I'cir.... _ *1 _ FOP 1r_ CENTENNIAL PJIEL _ - STMRMiB SECTION - - 7-0 CID 2• R1y01S SECTION THFHD1101 DOOR IEAOERj _ - rAs'ffN - (TRWITMORL PNEL SIrtLAR) U ) iR1F1,IB11A,» 1RN/TrtABH1 - 5ECTMOr 1HR'OM01 DOOR LEADEN - _ _ -_ - Y-0 -- - a A _ ( J _ �7 _ - tT/..)• _ A _ _ _ _ - - - - r I7EE MIHiWT PMFL LIII WAINSCOT [ ( IOM TROUWII ODOR JAMBS - - '4 . _ - - 1 11117AL S'_CTION THROUGH OWM JAWS •- - _ - - ( • -_ BILL _ a - III _ _ - 2�-0 0/C 7RIY IEAOR PA4 y y - - - E • ,+C.. MDR ZONTAL SSExC771 �.• $TADARD SECTION - - - FMM47pDt5 -- A� - - ( WI1LI E STAND RD SECTI - - - ` • a7ERHATI SECTION BI - - - 1Yµ[1ER5 _ - l/` SECTIONS THROUGH JAMB tF • _ _ • • _ - Fi WX. ��"^] - - - - . HEND - I SWING DOm TRAY FLASIHNw - - (WAINSCOT PL)L)- - • _ 6 tM M 7= (T2 ) F hAE� 2-05/3 - - )1Np IEADFR - _ _ - - - �J • 3-0 G/G SECTION THROUGH DEADER _ - _ - - _ y C/3 - - - JAM _ F IDLER PMININ G _ MITI%A"*CD=LI * - aim(LANDING — _ • -- _ f JAlle _ _ HT TYPICAL HEM FLASHING (TS - • _ _ 1 CI" - _ - `�'J - JAM •- ItGTN.lATl Ol - - .�.. _ _ - _- IEAER 1°I JF ' �.i*ON Ti SWOON PANEL - TPICK KM FLASHING (J _ MIL7LENE - �tEM S - _ FA51E1EI15—►*J7 .�. INSTALLATION - - �i CJD - - r VALL F2"fi C/AC�N�� TR IADDITIOW PAEL - . ± - WILL I - L - - -SMAoa PA/il TR(TZ_l INGSTANDARD SIMON yl _ - • - - - FASTENERS - - - - - MALL CENTENNIAL PAMl - - - - - - hI - tFIELDEMLEc - - fiANIL FLA5HUC 1 F - 2'-0 C/C ff RIN FLAMIM - - - JIM - - - _ FINN Cl"LEGTO .M1B 2 10 C/C LL BI _ - NI,P R.AEIIM - 70 CHAR Rte - - 251151101111 _ ML-) - - (TL-) - - - - - - - UIY FLMUSKI GUAR PIE).RID - CRA0171ONAL PAEI SECf1OM 11R000H DEADER r1 T1 DtAREL FLASHING - OIAM►LAEHIM (\/� � � - - - - - illr FL IM v - - - - - - _ _ ,.• 41 - �-7RIr ILA9111� y - (T2_) - - *5Y K--1 - __ _ _ JIM-) - ,NAB. - _ "" ALTEIBAIE 5ECGIOG - - r 3 _ _ �N 1 / lTi_.) ALTERNATE 5EOTIOI _ 1 - - 1 " _ RL - - - L--,JJ _ iK - JOB F[{ V - - - - 0.EN 1 _ _ _ - TYPICAL.TRIM FL14MINC 4 _ 1RH(T�HM _ - - NO.- THROUGH JAYS - ALTPRATE sECT1Ol - - iNSTNA.ATtOI - - SECTION TYPICAL.THIN RASMIN6 - - - 5ECTIOM T" JAW r ( PANEL) SECTION THROU( I J B nTl awPE� FLASHING P SHADOW INSTALLATION ,m:,z�(��— (TRADITIONAL PANE QUARUR-SWING DOOR INSTALLATION DETAILS QUADUR-SWING DOOR INSTALLATION DETAILS REV 15 I ONE NO. WITH CENTENNIAL PANEL WALLS TYPICAL LINER TRIM AT ACCESSORIES 'WITH SHADOW PANEL TALUS PAGE Al E •r t .. J! L ! - - - - Page is too large to OCR. Page is too large to OCR.