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_ 1 1 1 I 1 1 _ epI I <br />NON -INSULATED ROOFING ROOF PURLIN AND ROOF PANEL, <br />PANELS �\ BY PEMB MFG <br />1 BUILDING SECTION <br />SCALE: 1i2"1 - - - - <br />ANCHOR TRACK TO PURLIN WITH <br />812.14 HWH FASTENERS 012" <br />C/C <br />FASTEN TRACK TO STUD USING <br />810 SELF -TAPPING SCREWS <br />ROOF FRAMING SYSTEM, SEE <br />PLAN <br />CONTINUOUS <br />STEEL TRACK SEE <br />PLAN FOR SIZE <br />5/8' GYPSUM EACH SIDE � <br />�\ STEEL STUDS. SEE PLAN FOR SIZE <br />PROVIDE CONT HORIZONTAL BRIDGING <br />\ AT MID POINT FOR WALLS OVER <br />10'-0" HIGH. <br />ANCHOR TRACK TO CONCRETE <br />SLAB WITH 34' LONG POWDER <br />ACTUATED FASTENERS 0 24" CSC <br />\\ STEEL TRACK SIZE AND GAGE TO <br />MATCH STUDS <br />i <br />- R•30 VINYL BACKED ROOF INSULATION, <br />SEE PEMR SPECS FOR ATTACHMENT <br />+SEE PLAN <br />TOP OF ROOF <br />*SEE PLAN <br />TOP OF FRAME STEEL <br />tHANG AT EAVE (WHERE <br />SATED) , SEE PEMB SPECS FOR <br />E INFO. <br />_ BACKED INSULATION, SEE <br />.CS FOR ATTACHMENT <br />26 GAGE <br />3Y PEMB <br />+0'-0" <br />TOP OF SLAB (FFE) <br />WALL INSULATION, SEE <br />PLANS <br />PEMB WALL PANEL AND -- <br />BYPASS GIRT <br />20 GAGE EDGE ANGLE PER <br />MFG SPECS. RUN PANEL MAX <br />- --- - - 6' PAST TOP OF SLAB <br />6 TYPICAL INTERIOR WALL TO DECK <br />SCALE: 3/4"=1'-0" <br />CORNER <br />NOTE: <br />1. TYPICAL CONFIGURATION: FASTEN TOGETHER WITH (2) 810-16 <br />AT 12' C/C VERT, UNO <br />2. BUILT UP COLUMNS SHALL BEAR ON EQUAL GAGE TRACK MIN <br />4" LONG <br />3. DOUBLE POST AT ALL LOAD BEARING HEADER LOCATIONS. <br />FASTEN TOGETHER WITH (2) X12.14 AT 12' C/C VERT. USE 3 <br />OR 4 STUD CONFIGURATION BASED ON LOCATION. ADD <br />16GAGE CLIPS AND VERTICAL TRACK FOR HEADER <br />ATTACHMENT. SEE SSMA DETAILS FOR MORE INFO. <br />4. ADD COLD ROLLED BRIDGING AT 48' MAX VERT SPACING <br />7 TYPICAL STEEL STUD CORNER CONFIGURATION <br />SCALE: 3/4"=1'-O' <br />TYPICAL EXTERIOR FOUNDATION <br />SCALE: 3i4"=1'-0" <br />i <br />1'-0' !-- <br />148 HAIRPIN <br />TENSION ROD <br />LAP AND TIE TO <br />REINF OF SLAB �• <br />-- METAL WALL BEYOND <br />DOOR NOT SHOWN <br />PROVIDE 3/4' SLOPING <br />RECESS AT MAN DOORS <br />CONCRETE ASPHALT APRON •••" • <br />a \ <br />1/2" ASPHALTICILI <br />-- <br />EXPANSION MATERIAL Lij <br />n <br />1 <br />BACKFILL WITH CLEAN, TREATED AND <br />COMPACTED SOIL (COMPACT TO 95% MODIFIED SEE PLAN - - <br />PROCTOR ASTM 01557) <br />(TYP ALL AREAS) <br />r � <br />r- SEE PLAN <br />` 6 MIL VAPOR BARRIER <br />CONT AND TRANSVERSE <br />REINFORCMENT, SEE SCHEDULE <br />FOR MORE INFO <br />HAIRPIN TIE FOUNDATION SECTION AT O.H.D. <br />SCALE:1/2"=1'-O" SCALE- 3/4'=1'-0" <br />JOINT SEALING EDGE EACH SIDE Wi <br />COMPOUND 1/8' RADIUS <br />I <br />DRILL AND EPDXY NEW 93 X IS' LONG 0 48' \ MID HEIGHT <br />C/C REINFORCEMENT STAGGERED EACH SIDE, \ <br />MIN 4' EMBED <br />- NEW 4' CONCRETE SLAB 4X4 W4 X W4 WWF SMOOTH DOWEL COATED TO <br />SLAB SAWCUT FOR MISC - (TYP) OR FIBERMESH PREVENT BOND <br />UTILITY INSTALLATION \ CONSTRUCTION 'COLD JOINT" <br />16' MIN �- <br />SAW CUT JOINT 1/8' <br />/ W N W <br />BACKFILL WITH CLEAN TREATED AND X 1i4 T <br />COMPACTED SOIL (COMPACT TO 95% -- ------ -� --- <br />� MID HEFT - — <br />EXISTING 6 MIL VB TO REMAIN, - MODIFIED PROCTOR ASTM D1557) <br />INSTALL NEW 6 MIL VB, TYP UNOALL AREAS <br />3 SLAB POUR BACK DETAIL (PIPE TRENCH) <br />SCALE: 3/4'1 <br />PRE-ENGINEERED METAL <br />BUILDING END COLUMN <br />:D ANCHOR BOLTS W/ 18- <br />LL PERIMETER COLUMNS. SEE - SEE PLAN FOR SLAB <br />iRE INFO. 22' TOTAL LENGTH THICKNESS <br />\ 1 1-X5 CONT @ CORNER <br />1 <br />�- HAIRPIN ROD. OVERLAP WITH <br />WIREMESH REINFOCEMENT. <br />SEE PLAN FOR LOCATION AND <br />SIZE. <br />CONT WALL <br />FOUNDATION IN <br />FOREGROUND <br />SEE PLAN FOR <br />REINFORCING <br />REQUIREMENTS <br />CRACK CONTROL JOINT <br />SLAB CONTROL JOINTS <br />j SCALE: 3/4"=1'-0" <br />NOTE: ALL STEEL FRAMING INCLUDING <br />SECONDARY MEMBERS AND CONNECTION <br />HARDWARE SHALL BE HOT DIPPED <br />GALVANIZED <br />GALVANIZED - 3/4' 8 DOUBLE NUT A36 STOCK ANCHOR <br />BOLTS WITH WASHER SEE PEMB BASEPLATE LAYOUT FOR <br />PLACEMENT. MIN 20" EMBEDMENT 4' PROJECTION MIN <br />TOTAL LENGTH 24" <br />/ — PILASTER, SEE PLAN AND DETAILS <br />SLAB ON GRADE, SEE PLAN <br />\ li2' ASPHALTIC EXPANSION <br />MATERIAL FULL DEPTH OF LAB <br />PROVIDE PILASTER �- <br />TIES AS SHOWN 3N <br />2' <br />I <br />MAIN PEMB FOUNDATION SEE <br />SCHEDULE FOR SIZE AND REINF <br />NOTE: <br />1. BACKFILL WITH CLEAN AND COMPACTED SOIL (COMPACT TO 95% <br />MODIFIED PROCTOR ASTM 01557). <br />2. PROVIDE MIN 3' COVER FOR ALL REINFORCEMENT. <br />3. ALL STEEL FOR WALL AND FOUNDATION SHALL RUN CONT THROUGH <br />PILASTER. <br />4. PROVIDE STANDARD HOOK AT TOP AND BOTTOM OF ALL VERT REINF IN <br />PILASTER. <br />5. PROVIDE 1/2' CHAMFER ON ALL EXPOSED EDGES <br />p PILASTER AT OPEN BAY <br />SCALE: 3/4'1 <br />PEMR MAIN COLUMN -- <br />AND BASEPLATE AT <br />OPEN BAY, SEE MFG <br />SPECS <br />-------F.G.(V.I. <br />G LIGHTNINSTEEL <br />� --- - - l 9-0174 <br />CONNELLY GROUP <br />CONSULTING ENGINEERS <br />Q200 2nd Ave South - #465 - St Petersburg, FL 33701 <br />Info Oconnellyengineering.com <br />(T) 813. 232. 8448 (F)800.698. 1945 <br />Il>I <br />www.connellyengineering.com <br />PROJECTFIRI -I <br />O � " WALL N CMTM "CM TO BE A UMM To PICIM WnN TTE WERE . DATA <br />C1.1 AI" M" AB A MMM TO MUTL UWEL. ALTER OR iT UM ANY ff THE PROYIMONB' - -- - - <br />N, W THE TEDICAL WDE6. NMI OWL WMIANCE OF A MOST ►REwIT THE EILOFIO DESIGNER <br />OFFICIAL FROM r4RW ER REDWING A CIN IFlTld1 OF 011019 W MAR <br />Ch ENEW <br />.. CRC <br />ChWVAUDWUTHE WOW ALITHIff�MMIT 0CWTIN0 <br />MDNTHR AFTER CIE "MIANCE. DR F THE WOE! AUTI"RQED BY III PERMIT" DRAWN BY <br />MDBPBIEED MR ABAH"MED FDR A PERIOD DF OM MONTNB AFTER THE TIRE THE WMM ■ <br />JJC <br />aW WE HOW CERTIFY TWAT THERE PLANE AI" BFOFT+ATTONB CORPLY WITH <br />RIM INI of TIE APPLEABLE MEDW CEDER WCIFEO ON THE TITTLE OIEET CHECKED <br />p CRC <br />0 <br />J <br />CL <br />LUW <br />W <br />m <br />s <br />III FBC <br />cn I <br />6TH EDITION <br />CU <br />m (2017) <br />a CONNELLY GROUP CONSULTING ENGINEERS AND THEIR <br />r3 AGENTS. RESERVES THE RIGHT TO REVISE DETAILS <br />> SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT <br />a IN ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE <br />CO DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN <br />F-' CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD <br />w VERIFICATION. <br />x, <br />W <br />W N <br />F— o n <br />Q (n <br />p cn <br />z I � TRTTRTTnnT� <br />O U. <br />Z L) cn <br />U)� <br />z a <br />U J V <br />o cm L), <br />a Ln <br />U U_ N mc <br />mc <br />3 <br />J O W <br />DRAWING SETS <br />REVIEW - 11.14.18 (01) • 12.04.18 (021_ <br />BID DO.00.00 <br />�I <br />PERMIT (BD REVIEW 08.08.18 <br />- -- --_—A <br />PROFESSIONAL SEAL <br />DATE SEALED: SEPTEMBER 6, 2019 <br />I <br />pp <br />O'i o N o <br />9 � <br />A � <br />W CHRISTOPHER R. CONNELLY, PE <br />0-' PE-FL83888 i CA -FL E6841 <br />J DETAILS <br />Q <br />F- <br />H <br />m' <br />S200 <br />cn <br />