Laserfiche WebLink
METAL BUILDING <br /> MANUFACTURER <br /> 1 2 (12) PURLINS 3 4 <br /> @30" C/C <br /> 12 2'-6" <br /> 10'-0" <br /> S <br /> (8) PURLINS � �� <br /> PEAK BRACE <br /> 12 11 I H EAVY @31" C/C 12 I FOR QUESTIONS, MODIFICATIONS, <br /> 07 (f <br /> 1.33� I J I 111 DUTY 11.33 REVISIONS OR CORRECTIONS NEEDED <br /> BRACE TO PLANS, PLEASE CONTACT THE <br /> S-4 METAL BUILDINGS MANUFACTURER <br /> LISTED ON PLANS. ENGINEER OF <br /> I `� I S-4 S-4 i MAIN BUILDING H EAVY RECORD <br /> FROM THQE METAL <br /> \ <br /> o I I I COLUMN POST: DUTY MANUFACTURER TO MAKE ANY <br /> - I LEAN TO I CHANGES TO PLANS. <br /> r° - i COLUMN POST: i (2) TS 2 %" SQ X B RAC E <br /> CD 14GA TUBES - LEAN TO <br /> i TS 2 %" SQ X I <br /> STITCH WELDED COLUMN POST: SEAL BELOW <br /> 14GA TUBE I i TS 2 / SQ X <br /> o QRoF EssI°�qr <br /> 14GA TUBE <br /> E E P 'VIG� <br /> BASE RAIL I BASE RAIL BASE RAIL FD <br /> G RA D E W C84908 m <br /> I I <br /> Epp, 03-31-2026or <br /> � <br /> 18'-01, 24'-0" 18'-0" `P�` <br /> MAIN FRAME CA'-' <br /> SCALE: 3/16" : 1' THE ENGINEERING SEAL COVERS <br /> STRUCTURAL DESIGN ELEMENTS <br /> ROOF SHEATHING - SEE ROOF SHEATHING - SEE PRESENTED IN THIS SET OF PLANS. IT <br /> SCHEDULE FOR FASTENER DOES NOT PROVIDE ANY <br /> SCHEDULE FOR FASTENER ARCHITECTURAL, SITE, ZONING, HVAC, <br /> REQUIREMENTS 12 ELEC, MECH DESIGN OR <br /> REQUIREMENTS <br /> 1.33 REQUIREMENTS. THESE ITEMS MUST <br /> BE ADDRESSED BY THEIR RESPECTIVE <br /> 12 „ PROFESSIONALS IN CHARGE. <br /> M <br /> 3 31 <br /> PURLINS PX. <br /> PURLINS PX 3011 ° PROJECT <br /> M ° °°° <br /> ° ROOF MEMBER <br /> I .I 1 g , 1"_12" TYP. PROJECT TITLE LOCATION <br /> ROOF MEMBER I I %" <br /> Ila I 1 „ RET. /„ �� 1� <br /> 1 " RET. Y8 L°JL°J HEAVY DUTY BRACE - TYP. %" �.� Q <br /> 1 N / _ 6" LG. CONNECTOR SLEEVE -- HEAVY DUTY BRACE - <br /> TYP. `'� ATTACH W/ (3) #12 14 X 1 °FIELD BOLT E.S. W/ (4) #1214 <br /> TEKS SCREW T.B., EACH SIDE °° ATTACH W/ (3) #12-14 X 1" U <br /> 6 LG. CONNECTOR SLEEVE - °° 1 1 (12 TOTAL) PROVIDE MIN. 111 X 1" SELF DRILLING SCREWS TEKS SCREW T.B., EACH SIDE �_L_I <br /> FIELD BOLT E.S. W/ (6) #12-14 ° 12 TOTAL PROVIDE MIN. 1" <br /> X 1" SELF DRILLING SCREWS EDGE DIST. ( ) Q OM <br /> EDGE DIST. Q IIJO <br /> SIDE WALL SHEATHING - SEE COLUMN POST LJ <br /> SCHEDULE FOR FASTENER Z <br /> Y-12" COLUMN POST REQUIREMENTS Q <br /> Y8„ 1„-12" Z LLJVA— <br /> U <br /> U <br /> %" 1"-12" COLUMN POST U <br /> 1 <br /> 1 12 COLUMN POST �J Q <br /> 2 6" LG. COLUMN �" 1 " RET. 6" LG. COLUMN SLEEVE %" Y2" RET `J O4 � <br /> ( ) - FIELD BOLT W/ (4) /„ TYP. <br /> SLEEVE FIELD BOLT g" TYP. #12-14 X 1" TEKS S.D.S. I °I g Q <br /> W/ (6) #12-14 X 1" TEKS WELDED ANGLE I. <br /> O <br /> S.D.S. Ie <br /> BASE RAIL Z BASE RAIL <br /> MAIN BUILDING : FRAME DETAIL <br /> 1 ,, .. , LEAN T0 : FRAME DETAIL <br /> SCALE. 3/4 1 2 <br /> SCALE: 3/4" : 1' <br /> REVISIONS <br /> # DATE DRAWN CHECKED <br /> BY BY <br /> 1 04/16/2025 NG JH <br /> FLASHING AT JOINT <br /> (2) 18" SLEEVE SHOP WELDED TO COLUMN PURLINS <br /> POST AND FIELD BOLTED TO LEAN TO ROOF <br /> BEAM W/ (18) 1/4 SDS AS SHOWN TOP MEMBER <br /> MPX 311, 0 <br /> o <br /> O 1 6, <br /> ° 6" <br /> O C O <br /> o ° G TITLE SHEET <br /> PEAK BRACE DOUBLED FRAME <br /> ALONG FOR 611 ELEVATIONS & <br /> LEAN TO ROOFip— DETAILS <br /> MEMBER PEAK BRACE <br /> 4 <br /> FRAME CONNECTION DETAIL CONNECTION DETAIL <br /> 3 NUMBER SHEET <br /> SCALE: 3/4" : 1' <br /> SCALE: 3/4" : 1' <br /> _ ILL <br /> O <br /> rn <br />