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CEILING AND WALL BETWEEN GARAGE AND <br />RESIDENCE TO PAVE MIN. 1/2' C.B. (type X)- <br />APPLIED TO TPE GARAGE SIDE PER R302.6 <br />-- SIMPSON SP 2 <br />H6 SIMPSON (TYP <br />AT EACH STUD) <br />DOUBLE HEADER <br />(SEE HEADER TABLE <br />FOR SIZE) <br />ATTACHED TOGETHER <br />USING DOUBLE ROA <br />OF 10d COMMON <br />NAILS AT 6" O.C. <br />TYPICAL OPENING FRAMING <br />(LOAD BEAR11'1G WALL) NTS <br />JACK STUDS EACH <br />SIDE. SEE HEADER <br />TABLE FOR NUMBER <br />OF JACKS) <br />IMPSON HDU5 <br />P.T. BOT. PLATE <br />BOLT (5/8) <br />7-0 <br />11 <br />TRUSS BOTTOM CORD <br />OR 2 X 4 BLOCKING W/2 <br />16ci NAILED EA. END. <br />1/2, CD. rsB: <br />(TEXTURE FIN.) <br />SIMPSON STC W/3 - Sd <br />COMMON NAILS 12' <br />2x4 PT. PLATE <br />1/2" GYP. BD. <br />EA. SIDE 4 2x4 STUDS <br />4s 16' O.C. <br />(DOUBLE STUDS AT <br />OPENINGS 4 CORNERS) <br />2x4 BLOCKING <br />FIRE STOP <br />2x4 PT. PLATE W/ 1/411- <br />D IA. 3' L. TAPCON OR <br />EQ. AB.a 32' O.G. <br />FLOOR SLAB <br />Z <br />Q <br />n <br />Ld <br />W <br />M <br />T'*�i='IGAL INTEfR10iR PARTITION <br />SCALE: 1'=1'-0' (LOAD BEARING WALL) <br />(12) T. @ 10" = 10'-0" <br />3>_92„ <br />3'-6" <br />I <br />- <br />I <br />FIN. FL. EL. 10'-8 3/4" , <br />16" <br />T' S. C� 24 <br />O.C. 2 )16x1 3/ "4" PARALLAM'S; ' <br />16" FT'S. @ 24" O.C. <br />; <br />(2) 16"x1 3/4" PARALLAM'S <br />HANDRAIL ' ; <br />I <br />PER <br />SEC. R311.7 , = ` <br />°° <br />I I <br />; <br />� o <br />, i <br />I <br />N II <br />, <br />Lq <br />I <br />I L U <br />BEARING WALL <br />1 <br />II <br />I <br />N <br />I <br />I (3) 2x12 STRINGERS <br />5'-4" 1, 10'-01' I I <br />15-24" I. 3'-911) L 13'-01" <br />32'-0" <br />TYPICAL WALL SECTION THRU STAIRS <br />FASTENERS & UPLIFT <br />LATERAL LOADS 133 & 160 <br />HETA <br />MODEL <br />NUMBER <br />I H <br />1 PLY TRUSS <br />DOUG-FIR-LARCH <br />/SO. PINE UPLIFT <br />SPRUCE -PINE <br />/FIR UPLIFT <br />2 OR 3 <br />PLY TRUSS <br />DOUG-FIR-LARCH <br />/SO. PINE UPLIFT <br />SPRUCE -PINE <br />/FIR UPLIFT <br />DOUG-FIR-LARCH <br />/SO. PINE <br />SPRUCE -PINE <br />/FIR <br />HHETA <br />133 <br />160 <br />133 <br />160 <br />133 <br />160 <br />133 <br />160 <br />F1 <br />F2 <br />F1 <br />F2 <br />HETA20 <br />16 <br />10-10dX112 <br />1240 <br />1490 <br />1065 <br />1280 <br />10-16d <br />1825 <br />1890 <br />1575 <br />1890 <br />335 <br />730 <br />270 <br />625 <br />= <br />12-101 1/2 <br />1490 <br />1785 <br />1280 <br />1535 <br />12-16d <br />1890 <br />1890 <br />1890 <br />1890 <br />335 <br />730 <br />270 <br />625, <br />14-1001 1/2 <br />1735 <br />1890 <br />1495 <br />1790 <br />12-16d <br />1890 <br />1890 <br />1890 <br />1890 <br />335 <br />730 <br />270 <br />625 <br />16-10012 <br />1890 <br />1 1890 <br />1705 <br />1890 <br />12-16d <br />1890 <br />1890 <br />1890 <br />1 1890 <br />335 <br />1 730 <br />270 <br />625 <br />HHETA20 <br />116 <br />17-101 1L2j <br />2130 <br />1 2130 <br />1860 <br />2230 <br />15-16d <br />2310 <br />2310 <br />2310 <br />1 2310 <br />335 <br />1 730 <br />270 <br />625 <br />TRUSS ANCHORS <br />N.T.S. <br />TS SIRAPS <br />L <br />F <br />(t 60) <br />TS9 <br />1512 <br />tP <br />11 5/6 <br />Y <br />led <br />18d <br />�14jIN <br />530 <br />865 <br />930 <br />102 <br />F3//8' <br />Ild <br />1215 <br />8E <br />MjQ41Y <br />FAS8NQIS & UMLATERAL <br />LOADS (133 h 160) <br />y <br />H <br />1-PLY lAUSS <br />F1Y 1M15; <br />�'IFT <br />IPIJfT <br />Pt <br />9i81C AYE FR <br />on) <br />1 (10) <br />(I.V <br />(180) <br />(14 <br />(160) <br />F, <br />Ft <br />F, <br />Fx <br />NETAX <br />1 <br />12100-1 <br />5M <br />1290 <br />= <br />10164 <br />1500 <br />15DD <br />128D <br />15DO <br />335 <br />0 <br />270 <br />545 <br />A18 <br />14 <br />14 00-1 2 <br />15M <br />ISM <br />1495 <br />1500 <br />10 IN <br />15DO <br />1500 <br />1495 <br />15M <br />335 <br />635 <br />270 <br />545 <br />YETA20 <br />16 <br />1410d10-1 <br />1500 <br />IND <br />1500 <br />1500 <br />1015d <br />1500 <br />15M <br />1500 <br />5M <br />335 <br />635 <br />270 <br />545 <br />18 <br />4 -1 <br />ND <br />1 <br />15M <br />101 <br />1500 <br />1500 <br />50O <br />635 <br />270 <br />56 <br />IETA24 <br />2D <br />410m0-1 <br />15DD <br />1 <br />ISM <br />150D <br />10IN <br />15DO <br />1500 <br />1500 <br />1500 <br />35 <br />635 <br />210 <br />545 <br />YiTA40 <br />36 <br />1410dK1-1 <br />I500 <br />1500 <br />1500 <br />15M <br />1016d <br />1 <br />1500 <br />1500 <br />1500 <br />HM6 <br />12 <br />1110d10-1 <br />1365 <br />1635 <br />'175 <br />1410 <br />11 IN <br />1890 <br />1890 <br />1730 <br />1890 <br />335 <br />730 <br />270 <br />625 <br />fEfA20 <br />16 <br />1010011-1 <br />loran-1/i <br />14 1000-1/2' <br />1240 <br />1490 <br />1735 <br />1890 <br />t7&5 <br />1.0 <br />1890 <br />1065 <br />1z6D <br />1405 <br />1705 <br />1�0 <br />1535 <br />1790 <br />1.0 <br />d <br />1112 d <br />ledd <br />1 <br />189D <br />1890 <br />1890 <br />SO <br />1890 <br />1890 <br />100 <br />1575 <br />INN <br />1890 <br />logo <br />1890 <br />1e90 <br />1890 <br />logo <br />335 <br />335 <br />38 <br />38 <br />730 <br />73D <br />730 <br />730 <br />270 <br />2ro <br />270 <br />270 <br />0 <br />625 <br />6251810d10-1/2' <br />825 <br />IEFA24 <br />20 <br />161001-1 <br />1890 <br />189D <br />1705 <br />1890 <br />1216d <br />1090 <br />logo <br />189D <br />189D <br />335 <br />73D <br />270 <br />625 <br />fEfA4D <br />36 <br />(8)100-1/Y <br />NO <br />00 <br />VA <br />1025 <br />(8) IN <br />146D <br />1755 <br />1280 <br />1510 <br />-- <br />-- <br />-- <br />-- <br />I.) 4 EYOED" N (WL) <br />2.1R E HNFACIlfiR'S 99 DRA74R0 SU MJT0S SDPOKIR TRESS 1A0 UK& <br />'01 <br />0 <br />�� , +� \-• �t <br />-- r , �'i II/ <br />©II,1I��.�III <br />III�I"1w.i <br />llll� <br />�IIW <br />�IIIIIIII\VLiIIIIIII�IIIIiWi <br />{RI,'��.l��—IIIIII� <br />;TI�`1l41�'®®Ills"JIIII'�®IliLi�i'�.Il'u�"�IIII<' <br />:II <br />JII <br />IIIa,�III��IIJ <br />I�IlI1,�Illli�l� <br />©o��e®oomm®oommo <br />�11 , • u �� <br />000�� <br />©III���IIIIIII�IIIII��YI�I���!.III�II�I�IIIIIII� <br />,O�1�-m0��00��m0 <br />:,��I <br />II��©II�IIIII� <br />�m <br />Id <br />I1 <br />IIIIIIII��I�®I��IIIIIII�II:W <br />II�©®IIIIIII� <br />� .� <br />om���0000me000me <br />®IIYiI�YWW-4�IYI�iIII�IIII•� <br />:{'1 <br />:{'I <br />IIiJ�Illllll�®®II"'�II�IIIIII� <br />0®0ME3M0E3E3 <br />0 <br />� ., <br />� IR <br />®II��LWiY�(L��W1W—I. <br />'��'1}!1��ll <br />'ll <br />I�I�IIIIIII�III��lJ <br />IIIIIIIII�IIII�•..Wiy.'��I{�iL� <br />EMMOIII <br />i <br />�IIW�1I'.,�■�'ilY�.iflii <br />I 1.11 <br />II�IIII�IWI'I`,....,,.yi,yd�''1�11'��II�IIIIIII�II�II�wy,�JlI�I�IIIIIII� <br />y"IIw�'11111111211111111 <br />�IIW��I� <br />I 1II <br />111111111�11IIWwiI��II�I�I�■IIIIIII�mII�II�mIIIIIII� <br />�II�' <br />SV4`.itlL� <br />I IIt ����IIII��I�iiLJI�I�IIIIIIYIIIIIII� <br />'I®'�'■111�' <br />II�III�IIIIIIIII� <br />�11�' <br />� <br />I1 <br />IV�L":1�14�1:(�I�I�I�I�I�IIIIIIr <br />II�IIIIIII�IIII�llllll� <br />1 SEISMIC &c HURRICANE TIES <br />11U <br />Co <br />I <br />10'-0" <br />TYPICAL PLAN @ STAIRS <br />1 /4" = 1'-0" <br />TYPICAL WALL SECTION THRU STAIRS <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 />• s Z <br />NO.53608 <br />-, STAT OF <br />0 090»° \; <br />4®�s � d a ►oe\��� C� - �' <br />q <br />PROFESSIONAL ENGINEER SEAL <br />ENGINEER OF RECORD <br />David W. Smith, M.S., P.E. <br />FLORIDA LICENSE NUMBER: 53608 <br />9909 Wallaston Drive <br />Dade City, Fl. 33525 <br />Ph. 813-469-2289 <br />Email: dwsflpeg@gmail.com <br />Plans By: <br />N <br />Larry deMontmollin <br />90 Country Club Lane <br />Mulberry, FL 33860 <br />Phone: (863)397-7525 <br />DATE: 01-12-21 <br />DRAWN BY: L.E.D. <br />REVISION: <br />RO 1 <br />RO 2 <br />RO 3 <br />DATE: <br />PROTECT ADDRESS: <br />5827 7th. ST. <br />ZEPHYRHILLS, FL. 33542 <br />CONTRACTOR: <br />BUTTERFIELD INVESTMENTS, LLC <br />TOWNHOUSE PLAN <br />SECTIONS & DETAILS <br />3/41' = 1'-0" <br />3/41' = 1'-0" <br />DWGS. BF-TH-001 <br />SHTO 9 OF 11 REV. 0 <br />