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M. <br />Im- <br />GIRDER TRUSS <br />VIA DIfIIII *:rAE7a111 <br />15# FELT <br />VDIA. E.B. OR TOGGLE <br />6OLTS @ 24' O.C. <br />2x4 P.T. STUD <br />STUD BEARING WALL TO BLOCK SECTION <br />3/4' = 1'-0" <br />LINTEL RATINGS <br />LINTEL LENGTH CLEAR SPAN I LINTEL plf <br />DBL. 2x4 TOP PLATE <br />SIMPSON SP2 <br />SP2 <br />- - - R11 BATTS INSULATION <br />- - - - FIRE STOPPING <br />DWELLING -GARAGE ARE SEPARATION <br />1/2' GYPSUM BOARD, GARAGE SIDE <br />REF, TABLE R302.6 <br />2x4 STUDS @ 16' O.C. <br />- SIMPSON SP1 SPI�� <br />2x4 P.T. PLATE W/ 1/2' J-BOLTS <br />x 7" EMBED <br />H6 SIMPSON (TYP <br />AT EACH STUD) <br />[All <br />TRACK BRACKET - <br />ATTACH PER MFG. <br />RECOMMENDATIONS <br />#5 VERT. WALL REINF. <br />GROUT CELLS SOLID <br />1/2'x8' J-BOLT <br />W/ NUT & 2' SQ. WASHER <br />x 1/8' OR 9/16' WASHER <br />(3) PER SIDE <br />/-- P.T. DOOR STOP <br />2x6 PT JAMB <br />GARAGE DOOR ATTACHMENT DETAIL <br />3/4' = 1'-0" <br />SIMPSON SP 2 <br />/—JACK STUDS EACH <br />2'-10" <br />1'-6" <br />1700 <br />SIDE. SEE HEADER <br />3'-6" <br />2'-2" <br />1700 <br />j TABLE FOR NUMBER <br />% OF JACKS) <br />DOUBLE HEADER4'-0" <br />2'-8" <br />900 <br />(SEE HEADER TABLE <br />4'-6" <br />3'-2" <br />900 <br />FOR SIZE) <br />ATTACHED TOGETHER <br />5'-4" <br />4'-0" <br />900 <br />USING DOUBLE ROAD <br />OF 10d COMMON <br />5'-10" <br />4'-6" <br />900 <br />NAILS AT 6" O.C. <br />6'-6" <br />5'-2" <br />1200 <br />SIMPSON HDU5 <br />7'-6" <br />6'-2" <br />800 <br />\` \ <br />8'-4„ <br />7'-0" <br />650 <br />9'-4" <br />8'-0" <br />450 <br />pp00, P.T. BOT. PLATE <br />10'-6" <br />9'-2" <br />350 <br />/� 1 <br />11'-4" <br />10'-0" <br />450� <br />\ANCHOR <br />12'-0" <br />10'-8" <br />400 <br />BOLT (5/8) <br />12'-6" <br />11'-2" <br />350 <br />TYPICAL OPENING FRAMING <br />13'-4" <br />12'-0" <br />350 <br />- - -- <br />(LOAD BEl'-11P,k;h WAIL) n,Ts <br />14'-0" <br />12'-8" <br />350 <br />14'-8" <br />13'-4" <br />350 <br />17'-4" <br />16'-0" <br />470 <br />19'-4" <br />18'-0" <br />500 <br />TRU55 BOTTOM CORD <br />OR 2 X 4 BLOCKING W/2 <br />16d NAILED EA. END. <br />1/2' CD. GB: <br />(TEXTURE FIN.) <br />SIMPSON 5TC W/3 - Sd <br />COMMON NAILS 12' <br />2x4 PT. PLATE <br />1/2' G rP. BD. <br />EA. SIDE 4 2x4 STUDS <br />m 16' O.G. <br />(DOUBLE STUDS AT <br />OPENINGS 4 CORNERS) <br />2x4 BLOCKING <br />FIRE STOP <br />2x4 PT. PLATE W/1/4' <br />1--)IA. 3' L. TAPCON OR <br />EQ. AB.'s 32' O.C. <br />FLOOR SLAB <br />T"�f I CAL INTO fRI OfP, f=AfRT I T I ON <br />SCALE: 1' =1' -0' <br />,�— EDGE OF SLAB <br />SEE PLAN <br />- - �CONC. FTG. BELOW <br />SEE PLAN <br />COLUMN DETAIL <br />3/4' = 1'-0" <br />— 16' DIA. CMU COLUMN <br />W/405 403TIES G12' <br />I O.C. <br />20' 5Q. CMU BASE <br />1/6, SAWCUT TO BE FILLED W/ <br />ELASTOMERIC SEALANT AFTER <br />�i G E � 1�=, CLEANING OUT WITH COMPRE55ED AIR <br />0- CONCRETE FLOOR SLAB ON GRADE <br />7 W <br />a <br />COMPACTED FILL m LVAPOR BARRIER <br />SAWED JOINT TO BE SAW -CUT WITHIN 12 <br />HOURS OF CONCRETE PLACEMENT <br />CONTIROL JOINT. T�f ICAL C;ONCfRETE. <br />eL,45 eAUJ = CUT E:)TA I L <br />SCALE: 3/4' = V-O <br />I HEREBY CERTIFY THAT I HAVE REVIEWED <br />THIS PLAN AND FOUND IT TO BE IN <br />COMPLIANCE WITH ASCE 7-16, & FBC 2020 <br />(7th. EDITION). <br />PROFESSIONAL ENGINEER SEAL <br />ENGINEER OF RECORD <br />David W. Smith P.E. <br />FLORIDA LICENSE NUMBER 53608 <br />9909 Wallaston Drive <br />Dade City, Fl. 33525 <br />Ph. 813-469-2289 <br />Email: dwsflpe@ rthlink.net <br />%0VII lit. <br />i <br />0. 536t i <br />NA L <br />Plans By: <br />Larry deMontmollin <br />90 Country Club Lane <br />Mulberry, FL 33860 <br />Phone: (863)397-7525 <br />DATE: 2-15-21 <br />DRAWN BY: L.E.D. <br />REVISION: <br />R01 <br />RO 2 <br />RO 3 <br />RO 4 <br />DATE: <br />PROJECT ADDRESS: <br />3855213th. ST. <br />Zephyrhills, Florida 33542 <br />CONTRACTOR: <br />BUTTERFIELD INVESTMENTS <br />HOUSE PLAN <br />SECTIONS & DETAILS <br />REV. 0 <br />