|
6"
<br />6"
<br />14 X 11/8 HWLI W/EPM 14, X 7/8 HWH W/EPM m
<br />WASHER @ 24" O,C.0 WASHER 24" O.C. R:
<br />@ EA. SUPPORT @ EA. SUPPORT
<br />3 GIRDER
<br />L 1 1/2 X 2 1/2 X - GIRDER -' / a {SEE SHT. A-] FOR SIZE}
<br />L1112X21 2X18-- -
<br />GA. GALV. (CONY.) (SEE SHT. A-1 FOR SIZE) I CA. GALV. (CONT.)
<br />F `__ c.?
<br />CHAT 1 , 2"x 3' x 3 X 12 GA. WIND ACV FASCIA PANELS ,f f
<br />ACM FASCIA PANES - l E 1,;
<br />STIFFENER BOLT EA. END TO ROOF
<br />SUPPORT BEAMS W/ MIN. (2) 1/4" �rCL
<br />i X 1 1/4 S.S. BOLTS. -
<br />c� a PURLIN (SEE SHT, � v
<br />E.. . ...................... .» ,»,».,,,.,.,.,... ... .,»».»._...._,...... w........_..�,».,»,.._..........._ .. _ .�.,.,..»,»,..,»..,._._..._............... ., .w..,, .,,.,..,._»....... ... .,.,,,,,.,,.,......, . ... .».»»»»,. .___ _ ._.._..........,... .... ua C r� I—
<br />26 GA. GALV, FLASHING
<br />A---1 FOR SIZE) Tr
<br />f f � L:
<br />26 GA. GALV. FLASHING W/ CONY. CAULKING W/ CONY. CAULKING I I/ I i
<br />1
<br />PURLIN (SEE SHT. A-1 FOR SIZE) 3 I ( 1 /4 ,TYP
<br />I I SEAL AND DAM ALL COL.
<br />14 X 7/8 HWH W/EPM I; 14 X 7,18 HWH W/EPI,�� s
<br />WASHER @ 16 " O.C. & I I I WASHER @ 16" O.C. 8c I I TO DECK LOCATIONS
<br />I I' C EA. SUPPORT _ _ ''' — W.:I I — ..._ �-- _ —
<br />®®— --- ------ _.._ w
<br />@ EA. SUPPORT \ n _ _._ ___...___._... � .___._.. �. _._ _ � j n � _
<br />a 1 co _ I CIO
<br />f5
<br />COLUMN 3" 0 PVC DOWNSPOUT ¢
<br />It
<br />14 X 7/8 HWH �Pd%EPDM j I --- - --- - __ _._ _ _ - -
<br />''0 GA. STUCCO EMBOSSED SHEET METAL {SEE SE. A-1 FOR SIZE)
<br />MASHER 16" O.C. I I I L11 8X638X20GA.W.A.
<br />L 1 1/B X 6 3/8 X 20 GP,. W.A.�� CEILING PANELS PRE--FiNISHE WHITE WITH 3" I � / / #14 X 7/8" HWH W/
<br />f I I 20 GA, EMBOSSED SHEET METAL BOTTOM -RIM ANGLE (CONT_)
<br />BOTTOM TRIM ANGLE {CON).) / RIB SEAMS @ 1'4' O/C 1 == , I COLUMN TRIM PREF!NISHED WHITE. ATTACH EPDM MASHER C 8 Q.C. I DOWNSPOUT END. ATTACH TO COLUMN WITH o ��
<br />- - 2 12 X 1 HA, HD, ATTACH TO LEADER TO -
<br />/ / { #10 X PHILLIPS ROUND —DRAIN ASSY. Bd ( �
<br />#10 X 1" PHILLIPS ROUND I W 1 8" WHITE POP RIVET 3 PER SIDE}. St)PPUED BY u DOWN POi T �TR,�P { }
<br />20 GA. SMOOTH WHITE �---- ( � � ATTACH 20 GA COLUMN TRIM TO SCREW @ 24" Q.C. m ` � � I I I �_ I DOWNSPOUT END WITH 8 WHITE POP RIVETS _
<br />SCREW @ 24" G,C, 1" 5" 3" 20 CA. W.A. GUTTER LEADER COVER I i i I + 1 5 3
<br />- t I COLUMN W/12 X 1" HX HD i8 REQ'D) — P,hlD INSTALLED BY 2 PER LEADER - 3" PVC DOWNSPOUT
<br />MADISON ERECTOR 20 GA. SECONDARY � � _
<br />L 2 X 2 X 16 CA. X 3'-0" DECK.? _ --
<br />BRACE W/(3) #14 X 7/8 HWH
<br />W/EPDM WASHER (1 PER COLUMN)
<br />CZ
<br />SECTION
<br />(FRAM SHEET A- i ) -
<br />(FRAM SFEEET A-1 ) 0 n
<br />SCALE: 1" 1'--0"C I ION SCALE: 1" = 1' O" <
<br />u Cn
<br />z,
<br />-- - -- L3x3x3/16 KICKER W/ -- __ CD I
<br />T-- Ln
<br />(1 }-1 /2" O x 1 1/2" L3x3x3/1C 'a�/ (2)-3/4" X 1 c
<br />BOLT @ EA ENO TOP; OF FASCIA LINE
<br />n 00
<br />3/4" A325 BOLT'S AT EA BEAM � 0)
<br />L-__- S T EL SIGN FRAME
<br />Adh°9 FASCIA LINE (BEYOND) -` � I `�� -- T � �
<br />' GIRDER (SEE PLAN) © L 5 X 3 1 /2 X 5/16CONNECT W/ 3/4„ DI� A325 BETS `-
<br />! 12� a LiJ
<br />(1)-1/2"O x 1 1/T 12 (2) TO PURLIN & 1/2' DIA. A325 BOLTS ! C/Id LLJ
<br />(1) TO EA SIGNFRAME SUPPORT ( TYP} i 00
<br />BOLT. (LOWER HOLE
<br />i Y 1 SIGN FRAME ,SUS i BE FLUSH 0. r >
<br />OF 2 UNUSED`) � ; � � �- �` LJ L,
<br />1 WITH BACK LEG OF GUTTER 0-)
<br />R
<br />PUEI�LLJ
<br />PURLIN i C/)
<br />ri
<br />j x 3x3x3/16 SIGN FRAME ASSEMBLY ° E
<br />� u
<br />�
<br />_----____..-..------_--____---- .-._ ._.__ -- -__----.--_____.—. ZEE W/
<br />- - - 12 X 1 FIX HD SCREWS W
<br />' 20 GA. CAE.
<br />I 1 1/4 X 1 1/4 SS BOLTS TO PURLIN
<br />NEd WASHER {AT 16" O,C_}
<br />i
<br />n DO NOT USE ANY SCREWS ON LEFT OR
<br />\- LO GA. W.A. GUTTER -..�
<br />RIGHT SIDES OF SIGN OPENING `' - I a ,
<br />_ 20 GA, WA, GUTTER
<br />I
<br />20 CH. DECKCn
<br />FASCIA BEYOND Lu
<br />(FROM SHEET A-1 (FROM SHEET A— 1)
<br />SCALE: 1" - 1'—0" SCALE: 1" = 1'-0"
<br />S3 SECTION 84
<br />`
<br />r�
<br />4 - A-3,25 GALV. = 5
<br />3/` " DIA. X 2" BOLTS (TYP) } ' 1 #14 X 7/8" HWH tN/EPDM 1SS" MB 1/4"
<br />#14
<br />/ WASHER SEE PLAN FOR / ( r
<br />r ( 12 GA. GALV STEEL
<br />F YRIAL: 2d GP. STEEL REQ'Q LOCATIONS =-- = MATE _ __ RANGE BRAOE i
<br />y GELD STRENGTH = 5G ksi --
<br />_
<br />v
<br />t (THICKNESS) _ ,036 inches'cl
<br />/" t'v w �:
<br />(2) �14 X 7
<br />------ - - <- W/EPDM WASHERS
<br />1 /4 k ._- _ Wl 4 EA. END ra
<br />PURLIN PURLIN
<br />18 GA. SM COLUMN CAP TACK WELD U° ROOF PANEL - - —
<br />_ w - TO COL. WATERPROOF AS NECESSARY
<br />` (FROM SHEET A-1)
<br />SPLICEDETAIL — T—PLATE DETAILFIB o I EDETAILSCALE: 1°@ = 1°-0°° (FROM SHEET A--1) SCALE: 1°° c 1°A0°° FROM SHEET A--3 SCALE: 1 1/2" � 1'=0" (FROM SHEET A-1) AE,E. 1 1/2" 0 1%0" (FROM SHEET ,✓�-1 SCALE: 1`° 1°-0'° FROM SHEET A-1
<br />THESE DECK TO DECK BEAM DRAVANGS AND ALL NFORMATION HEREON
<br />TYP. HAT 1,5 X 3 X 3 X 12 GA. WIND
<br />STIFFENER, BOLTED @ EA. END TO !._._ ,�2„ ARE of A coNF�c,ENTTAI NAIt,RE AND REMAIN THE
<br />ISO dE'3,GDRAINUHdLE AT DRAIN BOX PURPOSE,
<br />PROPERTY U MADISON OF INDUSTRIES (M') ANY Y
<br />/// ,� OR REPRODUCTION OF THESE DRAVAteGS FOR ANY
<br />ATTACHMENT DETAIL PURPOSE EXCEPT BY WRITTEN PERMISSION OF
<br />SUPPORT BM. �4 2 1 4"0 SS BOLTS TYP. MADISON INDUSTRIES IS STRICTLY PROHIBITED.
<br />scW°°1 `'° B BOLT & DECK CLIP @ LOCATION. DRAIN BOX TO HAVE 3—Iv! 540
<br />FIRST FOUR LAST FOUR RIBS OF / CAULK BETWEEN DRAIN BOX AND GUTTER TO p.
<br />CANOPY (ALTERNATE). USE DECK CLIPS SEAL WATER TITE. USE (12) - #14 X 7/8 HWH
<br />STITCH SCREW W EPDM WASHER
<br />STAGGERED ON OTHER RIBS.
<br />DECK
<br />BEAM v
<br />MADISON ERECTOR TO CUT 2" X 8" HOLE IN
<br />- - FERNCO COUPLING GUTTER
<br />r' 3" OFF BOTTOM OF GUTTER AT SCUPPER
<br />ELEVATION VIEW „ LOCATION.
<br />3" STEEL DECK
<br />DECK BEAM `= f
<br />_APROFESSIONAL
<br />...._........---------- ENGINEER
<br />m f
<br />I
<br />P
<br />--- --- --- - -----------------
<br />MODEL
<br />I i \ SCALE
<br />SCHEDULE
<br />I
<br />DRAIN BOX (12) 1/8" POP DRAWN BY DATE
<br />1 RS 9/29/21
<br />r RIVETS PER _
<br />GUTTER SEAM CHECKED BY DATE
<br />_ 1 OU I DIGGER E2 2 X 18 CA, GALVANIZED SHEET METAL � 4'-0" O.C. MP 10/1 /21
<br />-
<br />_IF,F t...l �:_T -� 1 -c_D� ,
<br />Ml ENGINEER DATE
<br />i a r;,_T ,1,zD `,T F01iR P 2 OUTRIGGER FASTENER (3) #14 X 7/8 H1�>*�H W EPDM WASHER PER OUTRIGGER ML/aFB 7/13/21
<br />I- ATTACH OVERFLOW COVER TO GUTTER DRAAG. No. -_-__--
<br />PLAN VIEWSECTION
<br />r/ {2) 1/8 POP RIVETS EA, SIDE GIRDER TO PURLIN CONNECTION (4) 3/4"0 x 2" A,325 M. BOLTS
<br />0 GIRDER TO COLUMN CONNECTION (4) 3/4' 0 x 2 1/2" A325 MI. BOLTS
<br />sI EET or
<br />5 COLUMN CAP PLATE PLATE 3/4" x 9" x V-11" 5 5
<br />JLiS NO.
<br />J
<br />(FROM SHEET A-3) CA6�:1"`�1`��°° {FROM SHEET A-3) a1
<br />
|