Laserfiche WebLink
TPO TO EXTEDN UP WALL AND OVER <br />TOP WITH GALV CAP INSTALLED AT <br />TOP OF WALLS <br />a <br />SINGLE KNOCK OUT LINTEL BLOCK <br />BABCOCK DAVIS BA3630 WITH 1 - #5 REBAR TIED TO VERTICAL <br />TOP OF ALL WALLS EXCEPT ALUMINUM ROOF ACCESS RODS AND POURED SOLID WITH 2500 <br />AS SHOWN ON ELEVATIONS HATCH PSI CONCRETE <br />MINIMUM R30 GAF ENERGY GUARD ROOF INSULATION BOARD <br />GAF EVER GUARD TPO ROOF SYSTEM WELD JOIST AT TOP OF ANGLE <br />WITH 1/4"X2 1/2" WELD AT EACH <br />SIDE OF BAR JOIST <br />VULCRAFT 1.5F22 WITH 36/5 CONNECTOR PATTERN <br />ROOF DECK <br />" BEARING LOCATION OF .............. <br />0 <br />O <br />N <br />0 <br />0 <br />0 <br />Bo <br />TOP OF OPENINGS <br />0 <br />GRADE <br />00 <br />00, <br />z <br />0 <br />J_ <br />D <br />i <br />co <br />LL <br />0 <br />w <br />w <br />m <br />LL <br />- <br />O <br />O <br />_ <br />m <br />O <br />-_:_- <br />0 <br />„_ <br />-- <br />---- <br />---- <br />2' 0" <br />26K7 STEEL BAR JOIST @ 48" OC <br />CONTINUOUS STEEL STUD FRAME WALL <br />FROM FLOOR TO BOTTOM OF ROOF DECK <br />ADD HORIZONTAL BLOCKING AS NEEDED <br />AT LOCATIONS FOR ROOF ACCESS LADDER <br />SHEET WALL SECTION ON FACE OF WALL <br />WITH 3/4" PLYWOOD. <br />ALACO #560 FIXED WALL MOUNT <br />ROOF ACCESS LADDER FOR ROOF <br />HATCH. VERIFY LENGTH IN FIELD <br />AND INSTALL ON FACE OF WALL. <br />STEEL ROOF DECK <br />INSULATION BOARD <br />BAR JOIST 3 5/8" TO 5 1/2" 20 GA TOP TRACK WITH 1 #8X1/2" <br />SMS AT EACH SIDE OF TRACK INTO STEEL STUD. <br />SECURE WALL TO STEEL ROOF DECK WITH #8X1" <br />SMS AT 16" OC <br />3 5/8" TO 51/2" 20 GA. STEEL STUDS AT <br />MAXIMUM 16" OC WITH 1/2" GYPSUM WALL <br />BOARD EACH SIDE. <br />w <br />> <br />3 5/8" TO 5 1/2" 20 GA. BOTTOM TRACK. WITH 1 #8X1/2" <br />SMS AT EACH SIDE OF TRACK INTO STEEL STUD. SECURE <br />WALL TO CONCRETE FLOOR WITH MASONRY ANCHORS <br />THAT PENETRATE MINIMUM 1" SPACED 24" OC <br />WEBB DESIGN BY OTHERS <br />4 EQUALLY SPACED ROWS OF <br />1"X1"X7/64" MINIMUM ANGLE <br />BRIDGING <br />TYPICAL 4" MINIMUM 2500 PSI CONCRETE WITH <br />WIRE MESH, 6 MILL VISQUEEN OVER CLEAN <br />COMPACT TERMITE TREATED SOIL, SEE GENERAL <br />NOTES ON COVER SHEET FOR SOIL COMPACTION <br />REQUIREMENTS <br />TYPICAL BUILDING CUT SECTION DETAIL <br />NOT TO SCALE <br />STEEL ROOF DECK <br />INSULATION BOARD <br />BAR JOIST <br />SECURE 1/2" X 4" X 4" STEEL ANGLE TO FACE OF <br />WALL TO SUPPORT BAR JOIST WITH 5/8"X5" 1/2" <br />BOLT SIZE EXPANSION BOLTS 24" OC TYPICAL <br />FRONT AND REAR WALL <br />ALL INTERIOR FACE OF BLOCK WALLS TO <br />BE STRUCK JOINT BLOCK WITH VALSPAR <br />EGG SHELL EPDXY PAINT OR EQUAL <br />EXTERIOR BLOCK WALL <br />CORE FILL ALL OPEN CELLS OF <br />EXTERIOR BLOCK WALLS WITH <br />R-3.67 FOAM OR EQUAL <br />16" DEEP X 24" WIDE 2500 PSI CONCRETE <br />MONO FOOTING WITH 3 - #5 REBAR ON <br />CHAIRS TYPICAL ALL EXTERIOR WALL <br />FOOTINGS <br />10" 20 GA TRACK SECURE TO FACE OF <br />10" 20 GA TRACK SECURE TO EACH BLOCK WITH 2-1/4"X 1 3/4" TAP CONS <br />STEEL STUD WITH 2- #8X1" SMS SPACED 24" OC SECURE 10" JOIST TO <br />SECURE 10" JOIST TO TRACK WITH TRACK WITH 10 #8X1/2" SMS AT EACH <br />/- 10 #8X1/2" SMS AT EACH SIDE SIDE <br />O O O 10" 20 GA STEEL STUD CEILING JOIST @ 24" OC" O O O <br />3 5/8" TO 5 1/2" 20 GA TOP TRACK. WITH 1 #8X1/2" <br />SMS AT EACH SIDE OF TRACK INTO STEEL STUD. 1/2" CEILING TYPE <br />SECURE WALL TO STEEL CEILING JOIST WITH GYPSUM BOARD <br />WITH #8X1" SMS AT 16" OC <br />3 5/8" TO 5 1/2" 20 GA. STEEL STUDS AT <br />MAXIMUM 16" OC WITH 1/2" GYPSUM WALL <br />BOARD EACH SIDE. <br />0 <br />0 <br />3 5/8" TO 5 1/2" 20 GA. BOTTOM TRACK. WITH 1 #8X1/2" <br />SMS AT EACH SIDE OF TRACK INTO STEEL STUD. SECURE <br />WALL TO CONCRETE FLOOR WITH MASONRY ANCHORS <br />THAT PENETRATE MINIMUM 1" SPACED 24" OC <br />TOP OF ALL WALLS EXCEPT <br />AS SHOWN ON ELEVATIONS <br />ROOF DECK <br />BEARING LOCATION OF <br />DOUBLE KNOCK OUT LINTEL BLOCK <br />WITH 1 -#5 REBAR EACH COARSE <br />TIED TO VERTICAL RODS AND POURED <br />SOLID WITH 2500 PSI CONCRETE <br />TOP OF OPENINGS <br />PRECAST LINTEL OVER ALL <br />DOOR AND WINDOW OPENINGS <br />DOUBLE KNOCK OUT LINTEL BLOCK <br />WITH 1 - #5 REBAR EACH COARSE <br />TIED TO VERTICAL RODS AND POURED <br />SOLID WITH 2500 PSI CONCRETE <br />TOP OF OPENINGS <br />2' 0" <br />BOTTOM OF FOOTING TO BE <br />MINIMUM 12" BELOW GRADE <br />PRECAST LINTEL OVER ALL <br />DOOR AND WINDOW OPENINGS <br />0 <br />0 <br />#5 VERTICAL REBAR AT EACH CELLS <br />OF ALL EXTERIOR BLOCK WALLS WITH <br />CELL POURED SOLID WITH MINIMUM <br />2500 PSI CONCRETE <br />ALL LAPS OF REBAR TO BE MINIMUM 25" <br />O <br />0 <br />0 <br />fV <br />CO <br />0 <br />N <br />ARKAY ENGINEERING INC. <br />STRUCTURAL ENGINEERS <br />v <br />04 <br />N <br />I RICHARD L. KIDDEY P.E. <br />FLORIDA LICENSE NUMBER 37296 <br />I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS <br />rr <br />�4 <br />e01� <br />dJ (Q cq <br />• <br />oo # <br />mcq �0 <br />to jj <br />Z <br />N� <br />x <br />u s m <br />W � 0 4L <br />m <br />_z <br />40 <br />co <br />uj 5 <br />Ul <br />Q <br />)- t <br />Y <br />O cz <br />qD <br />70 <br />�Ib <br />��Y <br />W �Qu-1 <br />co <br />cz m -c <br />0 <br />� QN� <br />to <br />co <br />L0 <br />1 <br />c0 <br />� <br />Z <br />� <br />W <br />Z <br />~ <br />00 <br />0 <br />si <br />THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE <br />AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND <br />EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE <br />PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION <br />UHA.6N ,. 6UT IN rHL _ JLNI I PRORS OC^,l IR THE DFSIGNFR WILL NO' -1 I IABI F FOR COST OF <br />RFPAIRS IR DELAY TO THE CONSTRUCTION <br />TYPICAL INTERIOR METAL STUD WALL DETAIL "A" <br />NOT TO SCALE <br />TYPICAL INTERIOR METAL STUD WALL DETAIL "B" <br />NOT TO SCALE <br />WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION <br />ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE <br />FLORIDA BUILDING CODE 2017 6TH EDITION AND ASCE 7-10 <br />FOR 139 MPH WIND ZONE RISK CATEGORY II <br />ARKAY 18739 <br />