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NOTES: <br /> 1. REFER TO STEEL BUILDING DRAWINGS FOR STEEL BUILDING COLUMNS, <br /> BASE PLATES, BUILDING CROSS SECTIONS, ETC. <br /> 2. VERIFY ALL DIMENSIONS WITH STEEL BUILDING DESIGN DRAWINGS. <br /> 40'-0" <br /> 3. VERIFY DIMENSIONS PER ANCHOR BOLT PLAN FOR FOUNDATION LAYOUT. <br /> 0 4. PLAN VIEW DIMENSIONS ON THIS SHEET ARE FOR REFERENCE ONLY. <br /> w REFER TO STEEL BUILDING DRAWINGS FOR COLUMN AND/OR ANCHOR <br /> 0 0 C4 BOLT LOCATIONS. <br /> CnOf <br /> CD <br /> SHEETED SIDE WALL / ROOF LINE <br /> 3X7 11 <br /> MAN FE <br /> DOOR <br /> FLOOD OPENING ANALYSIS <br /> SIDE WALL / I 3 FLOOD VENTS 1 I SCALE BAR <br /> ( ) BUILDING AREA = 2,400 SF 01 1" <br /> © THIS WALL 5 01 25mm <br /> USE ICC PRE-APPROVED FLOOD VENT PRODUCT <br /> 0 o FREEDOM FLOOD VENT MODEL FFV-1608 IF THIS BAR IS NOT <br /> ONE VENT FOR EVERY 250 SQUARE FEET AS SHOWN, ADJUST <br /> 0 0 SCALES ACCORDINGLY <br /> a- a ICC-ES EVALUATION REPORT # ESR-4332 <br /> J J <br /> 2025 COPYRIGHT BY <br /> 0 0 250 SF/VENT X 10 VENTS = 2,500 SF JTOSTE ENGINEERING <br /> THIS DRAWING AND/OR <br /> 0 o USE 10 VENTS (SEE FLOOR PLAN & ELEVATIONS) DOCUMENT SHALL NOT BE <br /> N N ALTERED, REPRODUCED, <br /> CHANGED, TRANSFERRED, <br /> OR COPIED WITHOUT <br /> WRITTEN CONSENT FROM <br /> JTOSTE ENGINEERING. <br /> UNAUTHORIZED USE OF <br /> THIS DRAWING AND/OR <br /> DOCUMENT BY A THIRD <br /> z LEGEND PARTY WILL HOLD JTOSTE <br /> J ENGINEERING HARMLESS. <br /> 0 PORTABLE FIRE EXTINGUISHER, 2A10BC <br /> FE TYPE. MOUNT TO WALL NO HIGHER <br /> of THAN 48" ABOVE THE FLOOR. MUST BE <br /> J TAGGED WITH STATE FIRE MARSHAL <br /> STEEL TUBE FRAMING, TYP. Q SEAL. FIRE EXTINGUISHERS SHALL BE <br /> (SEE STEEL BLDG. PLANS) 3:: LOCATED WITHIN 50 FEET WALKING <br /> 0 DISTANCE AT ANY LOCATION IN THE <br /> w BUILDING, AS SHOWN ON THIS PLAN. Know whays below. <br /> Uj <br /> Call before you dig. <br /> Iw <br /> w <br /> I � <br /> OPTIONAL NON-STRUCTURAL SLAB <br /> OR COMPACTED EARTH FLOOR Z <br /> (SEE STEEL BUILDING PLANS) o <br /> CL <br /> END WALL 0 <br /> o W <br /> o SLOPE � I SLOPE LW O <br /> I GROUND o GROUND V) U_ <br /> 2% 2% <br /> i-i <br /> FINISH FLOOR ;_;; o <br /> ELEV = 15 (NAVD 88) Cr a o g v o <br /> (4) FLOOD VENTS c~j p Lu �' oo � � <br /> LiJQCrZQ � p1 <br /> © THIS WALL 5 3ma- x0 � to <br /> xCDQV > j <br /> � QC3 3V00 i;j0 <br /> cr Q O <br /> Q LO a H <br /> C� 00 <br /> z END WALL <br /> J <br /> U_ Y <br /> o N <br /> Z L0 00 00 <br /> < Q PO <br /> U LO <br /> z Lq W W - a, <br /> (n p <br /> 0 N <br /> wLLJ <br /> o Z v � <br /> c=n 0 D U <br /> 1 O U <br /> FLOOD VENT <br /> o Z W <br /> (TYP. OF 10) o <br /> X W � � <br /> N m O <br /> 01F <br /> o <br /> oil � <br /> 3 FLOOD VENTS <br /> ® THIS WALL 5 SIDE WALL M Q <br /> 3X7 <br /> FE MAN <br /> L DOOR <br /> SHEETED SIDE WALL / ROOF LINE QP�BERTo <br /> w 0 o� TOE <br /> 0 0o N No. 77,3 <br /> (/) Of <br /> U ! CIVIL <br /> f �9TF OF CA��F��� <br /> SIGNED: 6-29-2025 <br /> SHEET <br /> FLOOR PLAN <br /> Scale: 1/4" = V-0" 4 <br /> 4 OF 11 <br />