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CONTINIOUS C—CHANNEL METAL TRACK <br />FASTEN WITH HILTI X—U UNIVERSAL <br />KNURLED —SHANK PAF'S @ 24" O.C. <br />(EMBEDMENT = 1") <br />i nj 0 <br />EXISTING CONCRETE BLOCK WALL <br />,, I � <br />(1) #1OX 1/2" TEK SCREW <br />PER STUD FLANGE <br />STU D <br />2 <br />4" METAL STEEL STUD 0 16" O.C. <br />TOP PLATE DETAIL <br />4" STEEL 18GA <br />FULL HEIGHT JAMB STUDS. <br />4" LONG SECTION OF STUD <br />ATTACHED TO JAMB <br />w/(4)#10-16X 1/2" TEK SCREWS. <br />25ga. MIN. TRACK <br />HEADER CONNECTION. <br />CAP OPENING SIDE OF JAMB <br />w/TRACK ATTACHED <br />w/(l)#10-16X 1/2" TEK SCREW <br />0 16"o.c. IN EACH LEG. <br />(2)UNPUNCHED 4- <br />STEEL STUD 18GA <br />'EEL 25GA <br />ILE STUDS <br />0-16X 1/2- TEK SCREW <br />EACH FLANGE <br />0-16X 1/2" TEK <br />NS 0 16*o.c. <br />CLIP ANGLE FASTEN TO STUD <br />SCREWS EACH ANGLE <br />BOXED HEADER CONNECTION <br />DOOR AND ROLL UP DOOR DETAIL <br />CONTINIOUS C—CHANNEL METAL TRACK <br />FASTEN WITH HILTI X—U UNIVERSAL — <br />KNURLED —SHANK PAFS 0 24" O.0 . \ <br />(EMBEDMENT = 1" <br />Ar <br />4A <br />EXISTI <br />4" METAL STEEL STUD @ 16" O.C. <br />"1111 <br />6q.- <br />3-C <br />(1) #10X 1/2" SCREW TEK <br />PER STUD FLANGE <br />STUD BASE DETAIL <br />EXISTING EXISTING EXISTING <br />I hereloy certify that I have reviewed this plan and -Found it to loe in <br />compliance with ASCE 7-16 and the Florida Building Code 2020 7th Edition <br />David W, Smith, RE, #53608 <br />OPENBUILDS FULFILLMENT CTR <br />40343 AIR TIME AVE <br />ZEPHYRHILLS, FLORIDA <br />D.W.SMITH.M.S.,P.E.#53608 <br />FLORIDA PROFESSIONAL ENGINEER LICENSC-NUMBER 53608 <br />PROJECTS ENCINEERINC CONSULTANT <br />9909 WALLASTON DRIVE-DADE CITY,FLORIDA 33525 <br />PHONEi (CELL) 8 13-469-2289 E-MAIL: dwsf [pe@earth link, net <br />RICK COLLHARDT - DRAFTSMAN <br />813-761-3651 <br />rgollhardt0tampabay. rr. com <br />SHEET OF <br />2 OF 5 <br />JOB NO, <br />DO NOT SCALE 14 MAY 2021 <br />DESIGN/DRAWN CHECKED 2021-0411 <br />R. GOLLHARDT D.W.S.PE <br />