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16 GA. PL W/ (3) #12 SCREWS INTO <br />JAMB AND (3) #12 SCREWS INTO <br />LINTEL BEAM EACH SIDE OF LINTEL <br />BEAR LINTEL ON TOP OF VERT. STUD <br />CONTINUOUS TOP RUNNER <br />TRACK WELDED TO HEADER <br />(16 GA TYP.) <br />(2) 6" CEE STUD (16 GA.) <br />6" STUDS SEE DETAIL #3 <br />LOAD BEARI NO <br />'HEADER <br />NO SCALE <br />STEEL JAMB STUDS <br />NESTED TOGETHER SEE <br />DETAIL 3 <br />4"x4"x16 GA CLIP ANGLE <br />5" LONG. SCREW <br />ATTACHED TO JAMB & <br />TRACK / (6) 112 <br />HEAD AND/OR <br />SILL SET <br />NO SCALE <br />FULL HEIGHT STUD <br />JAMB STUD SEE <br />DETAIL 3 <br />16 GA. RUNNER <br />TRACK } <br />WELD TO TRACK <br />4'x4'x16GA. <br />(N.T.S.) CUP ANGLE <br />5" LONG, ATTACHED <br />TO =A.CH SIDE OF <br />JAMB <br />2 JAMB ANCHOR DET <br />NO SCALE <br />DOOR ELEVATION <br />NO SCALE <br />FULL HEIGHT 6" CEE STUD <br />(18 GA.) TO BE PLACED <br />ADJ. TO ALL JAMBS & WELD <br />(3) 6" CEE JAMB <br />STUD EACH SIDE OF <br />OPENING <br />WELD ATTACH JAMB <br />STUDS TOGETHER <br />3 TYP JAMB DET <br />NO SCALE <br />112 TEK SCREWS <br />1\7 (16 GA.) COLD -ROLLED <br />CHANNEL (CRC) <br />PLACE 0 4'-0" O.C. MA <br />(2) 110 TEK <br />16 GA. BRIDGE CUP W I O <br />EACH STUD <br />ALL METAL STUD FRAMING <br />IS TO BE DESIGNED BY A <br />LICENSED FLORIDA P.E. <br />SUBMIT SIGNED & SEALED <br />CALCULATIONS & SHOP <br />DRAWINGS. <br />BRIDGE CUP CAPACITY <br />DESIGNATION <br />F1 kips <br />M1 in. -kips <br />BC600 6" STUD <br />0.680 <br />0.720 <br />BC800 8" STUD <br />0,680 <br />0.900 <br />LATERAL BRACT NO <br />NO SCALE <br />4"x4" x 16 GA. CUP <br />5' LONG ATTACHED T <br />FULL HEIGHT STUD & <br />RUNNER TRACK <br />RUNNER TRACK <br />16 GA. MIN. TYP. <br />FULL HEIGHT STUD <br />JAMB STUDS <br />HEADER NOT SHOWN <br />FOR CLARITY <br />4 JAMB <br />ANCHORAGE DET <br />NO SCALE <br />I Ilvv LLLVA I IUIN 1 <br />STOREFRONT EXISTING <br />DOOR SCHEDULE <br />MARK <br />WIDTH <br />HEIGHT <br />THICKNESS <br />H.C.S.C. <br />DOOR DESCRIPTION <br />MATERIAL <br />DOOR FINISH <br />FRAME <br />FRAME FINISH <br />DOOR <br />ELEV. <br />SILL <br />TYP. <br />LOCK <br />REMARKS <br />KEY <br />PRIVACY <br />PASSAGE <br />1 <br />10'-10" <br />12'-8" <br />1 3/4" <br />i <br />— <br />EXIST. STOREFRONT <br />GLASS / ALUMN. <br />EXISTING <br />EXISTING <br />EXISTING <br />1 <br />EXIST. DR TO COMPLY W/ COUNTY APPROVAL. INCLUDING CLOSERS & PANIC HARDWARE. G.0 VERIFY. <br />2 <br />3'-0' <br />6'-8" <br />1 3/4" <br />— <br />— <br />NEW SWING (RESTROOM) <br />WOOD <br />SATIN <br />WOOD <br />PAINT <br />2 <br />PROVIDE DOOR CLOSER AT RESTROOMS <br />3 <br />3'-4" <br />6'-8" <br />j 1 3/4" <br />— <br />— <br />EXIST. METAL <br />EXIST. METAL <br />EXISTING <br />EXIST. <br />EXISTING <br />3 <br />EXIST. DR TO COMPLY W/ COUNTY APPROVAL. INCLUDING CLOSERS & PANIC HARDWARE. G.0 VERIFY. <br />DOOR HARDWARE SHALL BE COMMERCIAL GRADE, ADA COMPLIANT LEVER TYPE AS MANUFACTURED BY SCHLAGE OR APPROVED EQUIVALENT. <br />DOOR HARDWARE NOTES <br />DOOR OPERATION SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: <br />1008.1.2- EGRESS DOOR SHALL BE SIDE -HINGED SWINGING. <br />1008.1.8- EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS <br />SIDE WITHOUT USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. <br />1008.1.9- PANIC HARDWARE SHALL COMPLY WITH THE FOLLOWING: <br />A.- THE ACTUATING PORTION OF THE RELEASING DEVICE SHALL <br />EXTEND AT LEAST ONE-HALF OF THE DOOR LEAF WIDTH. <br />B.- MAXIMUM UNLATCHING FORCE OF 15 POUNDS. (67 N) <br />11-4.13.9- HARDWARE SHALL BE LEVER TYPE, PUSH TYPE & U SHAPE HANDLES. <br />11-4.13.10- CLOSER TO BE ADJUSTED SO THAT FROM THE OPEN POSITION OF <br />70' THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A <br />POINT 3" FROM THE LATCH, MEASURED TO THE EDGE OF DOOR. <br />11.4.13.11- DOOR OPENING FORCE: <br />A.- EXTERIOR HINGED DOOR 8.5 Ibf (37.8 N) <br />B.- INTERIOR HINGED DOOR 5 Ibf (22.2 N) <br />C.- SLIDING OR FOLDING 5 Ibf (22.2 N) <br />TYP E 1 <br />ALUM. DOOR W/ <br />GLAZING. SEE DOOR <br />SCHEDULE. <br />BUG SWEEP <br />ALUM. THRESHOLD <br />X <br />Q <br />TYPE 2 <br />DOOR <br />DOOR SCHEDULE. <br />THRESHOLD <br />N MASTIC. <br />LE TYPE. <br />5" <br />TYPE 3 <br />EGRESS FLOOR LEVEL NOTES: <br />1. LEVEL CHANGE AT DOORS SHALL NOT EXCEED 1/2" PER 11-4.13 F.B.C. <br />2. DIFFERENCE IN FLOOR LEVEL BETWEEN OPPOSITE SIDES OF EGRESS DOORS <br />SHALL NOT EXCEED 1 /2". (N.F.P.A. 101 - 7.2.1.3) <br />HOLLOW METAL DOOR <br />SEE DOOR SCHEDULE. <br />ALUM. THRESHOLD <br />SET IN MASTIC. <br />BUMPER TYPE. <br />X <br />Q <br />ATTACH BOTH ENDS <br />OF RUNNER TRACK <br />TO STUD SECTION <br />W/ #12 TEK SCREWS <br />SING SHORT <br />)F STUD <br />RUNNER TRACK <br />16 GA. MIN. <br />TYP. <br />5 TYP.RVNNER <br />TRACK SPLICE <br />NO SCALE <br />CLEAR ANODIZE[ <br />ALUM. FRAME. <br />KI ST. <br />TOREFRONT D00 <br />�.ti.rr��111`1► <br />11N. RUNNER TRACK <br />...... STUD TO RUNNER <br />TRACK W/ (2) #12 TEK <br />SCREWS EA. SIDE TYP. <br />s TYP. STUD <br />ANCHORAGE <br />OD FRA <br />iD DOOF <br />3E STAI <br />ELEVATION 2 <br />NEW <br />NO SCALE <br />ELEVATION 3 <br />EXISTING <br />METAL FRAME <br />METAL DOOR <br />ISSUED FOR: REVIEW <br />11.01.2021 <br />will limemmim, <br />Ofw>—(n-0zcn <br />E-i <br />�D di <br />O Lo <br />Q � <br />co <br />m [z <br />O <br />� Q <br />� N <br />w > W <br />O m <br />� � Q <br />W <br />z <br />Lo <br />o > <br />Lo <br />z w <br />U U Z <br />w w � <br />0 0 w <br />O _ <br />a_ V) <br />Lp� <br />r­o <br />d' U <br />co U <br />I <br />v� <br />co CS <br />co W <br />Nm <br />�o <br />�® <br />0 <br />z <br />co <br />co <br />a <br />H aj <br />co <br />El <br />U <br />N <br />V1 Q) <br />a <br />U <br />W <br />a <br />o <br />m 4, <br />Lw N <br />ft <br />a o <br />% w <br />� <br />O_ co <br />GCE JOB. N2 <br />COA. NO. 29.11116 <br />MAZEN MARIE, PE. <br />(FL. PE # 60166) <br />O Q <br />�c'_d,W <br />A�' F �z <br />ova„ O w <br />EET <br />BEFORE PERMITTING OR START OF CONSTRUCTION: <br />1. TENANT TO ACQUIRE LANDLORD WRITTEN APPROVAL OF ALL PROPOSED ALTERATIONS. <br />2. CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS AND ELEVATIONS. <br />3. CONTRACTOR TO COORDINATE ROUGH WINDOW/ DOOR OPENINGS SIZE W/ MFR SPECS <br />L IJ <br />