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GIRDER TRUSS <br />8x8x16 CMU EXT. WALL <br />15# FELT <br />VDIA. E.B. OR TOGGLE <br />ILTS ® 24' O.C. <br />20 P.T. STUD <br />. . <br />STUD BEARING WALL TO BLOCK SECTION <br />3/4" = 1'-0" <br />LINTEL RATINGS <br />LINTEL LENGTH CLEAR SPAN I LINTEL plf <br />2'-10' <br />1'-6' <br />1700 <br />3'-6' <br />2'-2' <br />1700 <br />4'-0' <br />2'-8' <br />900 <br />4'-6' <br />3'-2' <br />900 <br />5'-4' <br />4'-0' <br />900 <br />5'-10' <br />4'-6' <br />900 <br />6'-6' <br />5'-2' <br />1200 <br />7'-6' <br />6'-2' <br />800 <br />8'-4' <br />7'-0' <br />650 <br />9'-4' <br />8'-0' <br />450 <br />10'-6' <br />9'-2' <br />350 <br />11'-4' <br />10'-0' <br />450 <br />12'-0' <br />10'-8' <br />400 <br />12'-6' <br />11'-2' <br />350 <br />13'-4' <br />12'-0' <br />350 <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 />DBL 20 TOP PLATE <br />SIMPSON SP2 <br />___= ;1 <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 016' O.C. <br />- SIMPSON SP1 <br />l' <br />SP1 <br />2x4 P.T. PLATE W/ 1/2' J-BOLTS <br />x 7' EMBED <br />H6 SIMPSON (TYP <br />AT EACH STUD) <br />DOUBLE HEADER <br />(SEE HEADER TABLE <br />FOR SIZE) <br />ATTACHED TOGETHER <br />USING DOUBLE ROAD <br />OF 10d COMMON <br />NAILS AT 6" O.C. <br />EDGE OF SLAB <br />SEE PLAN <br />5 VERT. WALL IEINF. <br />GROUT CELLS SOLID CONC. FTG. BELOW <br />1/2'z8' J-BOLT — I — SEE PLAN <br />W/ NUT & 2' SQ. WASHER <br />x 1/8' OR 9/16' WASHER I — — <br />(3) PER SIDE <br />• <br />P.T. DOOR STOP I I W/ D"5 < "3UTIES 0UMN <br />'42L.. , <br />TRACK BRACKET — 2x6 PT JAMB 0 <br />ATTACH PER MFG. <br />RECOMMENDATIONS <br />GARAGE DOOR ATTACHMENT DETAIL I — <br />3/4" = 1'-0" <br />SIMPSON SP 2 <br />TYPICAL OPENING FRAMING <br />^v' N, L L i NTS <br />ACK STUDS EACH <br />;IDE. SEE HEADER <br />ABLE FOR NUMBER <br />)F JACKS) <br />COLUMN DETAIL <br />3/4" = 1'-0" <br />TRUSS BOTTOM CORD <br />OR 2 X 4 BLOCKING W/2 <br />16d NAILED EA. END. <br />20' SO. CMU BASE <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 />(AL EDITION). <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 />`, 411 ® Email: dwsflpe@ea ink"net <br />® VN T O �#w <br />S � <br />r <br />No. 5 08 <br />® • ,� J <br />Sr <br />A�ATI°P <br />ON <br />OR <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 />112' CD. GB �--J / y I <br />(TEXTURE FIN.) REVISION: DATE: <br />SIMPSON STC W/3 - 8d <br />COMMON NAILS 12' <br />2x4 PT. PLATE <br />1/2' GYP. BD, <br />EA. 51DE 4 2x4 STUDS <br />6 16' O.C. <br />(DOUBLE STUDS AT <br />OPENINGS a CORNERS) <br />2x4 BLOCKING <br />FIRE STOP <br />MPSON HDU5 2x4 PT. PLATE W/1/4' <br />DIA. 3' L. TAPCON OR <br />EQ. AB.* 32' O.G. <br />BOT. PLATE FLOOR SLAB <br />ANCHOR BOLT (5/8) <br />9 <br />5AWCUT TO BE FILLED W/ <br />0-i ELASTOMERIC SEALANT AFTER <br />CLEANING OUT WITH COMPRE55ED AIR <br />QCONCRETE FLOOR SLAB ON GRADE <br />T''f'IGAL INTEfR10iR f=y4fiRTITION <br />SCALE: 1' = V -0' <br />COMPACTED FILL Q —VAPOR BARRIER <br />SAWED JOINT TO BE SAW -CUT WITHIN 12 <br />HOURS OF CONCRETE PLACEMENT <br />CONTfROL JOINT. 7* FIGAL CONCfRETE <br />SLAB SAUJ-CUT IDETAIL <br />SCALE: 3/4' = V-0 <br />R01 <br />RO 2 <br />RO 3 <br />RO 4 <br />PROJECT ADDRESS: <br />3855013th. ST. <br />Zephyrhills, Florida 33542 <br />CONTRACTOR: <br />BUTTERFIELD INVESTMENTS <br />HOUSE PLAN <br />SECTIONS & DETAILS <br />DWG, BF-S2 <br />REV. 0 <br />