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PRECAST HEADEWMIN) <br />2 X 4 (MIN 2 X 3)1-3/16 TAPCCN <br />OR DIRIVE PIN (MIN SHANK SIZEJ45 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />13. FROM EACH END AND IS- <br />0 . MAI_ MIN 1- 1/4' EMBEDMENT <br />2 X 6 (MIN 2 X 3) 2-3/16 T_ <br />OR DRIVE PIN eMIN SHANK <br />MIN HEAD SIZE <br />"/2.�7L <br />MIN EMBEDMENT 1 1/4') <br />S' FFROM EAC44 END AND 18' <br />0 MAX. MIN 1-1/4' EMBEDMENT <br />___2 X (MIN 2 X 3) 2-3/16 TAPCON k <br />OR DIRIVE PN (MIN SHAW SIZE <br />MIN HEAD SIZ�E : <br />Omwl <br />MIN EMI E� NT 41 <br />SE <br />SE Uy <br />a. FROM EAC IS <br />END IS <br />MI. EA. END <br />M'_ <br />O_C_ MAY- MIN 1-1/4' EMBEDMENT <br />IA6' COB S+-EATHING <br />C _ WA <br />M WALL <br />ARCHWAY DETAIL <br />16" AND UNDER <br />SCALE: vr.r-v <br />DBL_ TOP PLATE <br />2X4 IS' OC-. MAX <br />SECURE 2X4 TO <br />WOOD W/2-12d - & . -S' <br />OZ. STACV.ERED- <br />SeOIRE 2X4 W1 2-%' <br />P <br />.145 MIN. HEAD SIZE <br />TA 300 MINF� <br />':'CONS OR I'VE <br />MI. S.Nr <br />6 "E <br />EMBEDMENT I V WIIN <br />8' EA_ END NOT TO ARCHW14Y <br />EXCEED IS'OC. <br />MAX <br />B, <br />PLATE <br />2X SOLID <br />EILOC��ING SECURE In' PLYUJOOD. <br />To SHEATHING WITH OR 1/16, O.SB. <br />MIN. 2-12d PER BLK <br />EA. END <br />M _CHWAY <br />Q 1,W OAJ3 OR IV PLYWOOD e�EATIHIW. <br />Q W EILDG. FELT <br />24 WIDE 26 GA. GALVANIZED METAL <br />FLASHING <br />@ MUST ADD DIS10, 336' WIDE AND <br />AND MUST 512 A MIN 24' WIDE METAL- <br />(�j) FIBERGLASS SHINGLES <br />- TMSS <br />S"'� <br />1/2' . BOARD 4 TEXT� <br />OLC <br />SP4 <br />611"� SP4 <br />2X4 DBL. TOP PLATE <br />EVERY <br />. EVEfRY <br />1/2' DRYUJALL <br />OTHER <br />OT14ER STUID <br />2X4 WOOD STUDS -WOZ� <br />STUD <br />//'UN.0 ON TRUSS PLAN <br />2X4 OONT. STRESS <br />BLOCKING MID -WALL <br />2X4 PT. PLATE <br />SIMPSON SP4 <br />32' 0,C. MAX <br />� Z SLAB <br />21. 1.. <br />1-STORY <br />r,-\INT. BEARING WALL <br />NOTE; FOR WALL$ W/NO UPLIFT OR <br />WAS FLOOR LOAD ONLY, DO NOT <br />INSTALL CONNECTORS. <br />COL. TOP I -LATE <br />2X4 16' OZ- MAX <br />SECURE 2X4 Ull 2-V <br />TAPOONS OR DRIVE PIN <br />�MR SHAW SIZE .145 MIN. <br />HEAD SIZE -100 MK <br />EMBEDMENT I ill, WAN a, <br />r <br />:A� END NOT TO EXCE D <br />18' OC. MAX <br />2X SOLIr <br />BLOM � SEIM <br />W <br />TO SHEATHING WIT� <br />MIN_ 2-12d PER IBLK <br />E� IFNr <br />PRECAST WEADEWMIN) <br />2 X (MIN 2 X 3)1-3116 TAPCON:��� <br />OR DIRIVE PIN ?MIN SHAW, SIZE.145 <br />MIN HEAD SIZE -100 <br />MIN EMBEDMENT 1 114') <br />S' FROM EAC44 END AND IS' <br />OIC. MAX, M N 1-114- EMBEDMENT <br />2 X 6 (MIN 2 X 3) 2-3/16 TAPCCN <br />OR DRIVE FIN (MI SHAW SIZE.14t, <br />M04 HEAD SIZE -900 <br />11IN ENIBIE NT 11/4') <br />a. FROM EACH END AND IS' <br />OZ. MAX. MIN 1- 1/4' EMBEDMENT <br />:4v <br />2 8 (MIN 2 X 3) 2-3/16 TAPCON4 <br />OR DRIVE PIN (MI SHANK SIZEJ4r, <br />MIN HEAD SIZE 300 <br />1/16'OSB SHEATHING <br />MIN EMBEDMENT 1 1/4') <br />2X4 W Or-, MAX <br />S' FROM EACH END AND 15' <br />(WHEN OVER IS' IN HrIGHTd <br />OC. MAX. MIN 1-1/4"'MI <br />2.4 SOLID BLOCKII,* — <br />SECURE TO SHEATHING Wl <br />MIN. 2-12d PER BLK EA END <br />r�� �CLOSED VALLEY F <br />DOUBLE TOP PLATE <br />2.4 CONTINCUO $TRES$ <br />BLOCKIW. MID WALL <br />2x4 STUDS . 16' OC. MAX, <br />U,ON, <br />J' T 4 G SUBFLCOR GLUED <br />AND SCRELLED AS PER <br />FASTENER SC44EDULE <br />IST FLOOR STUDS T <br />2ND FLOOR STUDS <br />SIMF­-,ON MSTA-36 - 32' <br />O.C. MAX <br />FLOOR TFRUS$ <br />DOUBLE TOP PLATE <br />2x4 C40NTINOJS STFRE 55 <br />BLOCKING MID WALL <br />2x4 STUDS * W Oj=. MAX, <br />VUCN. <br />1/2' GYP. WL. 5D. <br />SECURE BT. PLATE TO SLAB <br />W/ ANC44OR BOLT Wl 2' <br />WASHER SET IN SIMPSON <br />HIGH STRI=NGTH EPDXY I' <br />EMBED. MIN. <br />SIMPSCIN .1-4 -52' O.C. MA. <br />. . A— <br />(�,�INT 2-STORY LBW. <br />ARCqWAY DETAIL <br />16- AND�,Ul` <br />PFRE-EW, TRISSIES OR <br />CONV. PP.AMED IRAFTERS <br />a'O.SJB. SHEATHINd. OR J' <br />COX PLYWOOD SECURED <br />PER FASTENER SCHEDULE <br />2.4 BLOCKING UNDER <br />WALL STUDS SCUM <br />BETWEEN TRU55 BAY Wl <br />e3)12d'. EAC44 END <br />2x DOUBLE TOP PLATE <br />STUDS - WO.C. <br />MTS-12 a EVER STUD <br />2X4 BT. PLATE <br />DORMER <br />K_o'� ATTACHMENT <br />DEL. TOP PLATE <br />SECURE 2 X IRIP TO FIT <br />W/2 -12dS 6'-S' OC. MAX <br />1/8' TEXTURED FINISH <br />2 X 4 1&- OC. MAX. <br />(UJHEN OVER 16' IN HIE T.) <br />2 X 4 ARHEN OVER 16' IN HIEG44T,) <br />I/ A50NITE <br />GLUE 4 RAIL WlSd'S W-12'Or- <br />IF NEEDED. <br />2 X SOLID BLKG - ARCH <br />SECUIRE W/2-12d EACH END <br />ATTAC441ENT PER <br />MAKUFACTUREWS SPEC'S. <br />MTL UM FRAME <br />ND <br />TO EXCEED 114' <br />ARCHWAY DETAIL <br />(���CUTA�WAY <br />'�Y <br />-ULTE <br />2 X 4 (MIN 2 X.S) 1-3/16 TAFICON <br />OR DPJVr PIN (MIN SHAW, SIZEA45 <br />MIN HEAD SIZE _%W <br />MIN EM151E NT 1 1/4*) <br />S'FROM EAC44 ENE) AND 18' <br />EXISTING MLK ABV_ <br />OC. MAX. MIN 1- 1/4' EMBEDMENT <br />1/4' TEXTURED FINISH <br />2 X 6 (MIN 2 X 3J 2-3/16 TAPCON <br />1/0' TEXTURED FINISH <br />OR C"VE PIN (MIN SHAW, SIZE.145 <br />MIN HEAD SIZE SSO <br />lA&'OS5 SHEATHING <br />MIN EMBEDMENT 1 1/4') <br />S'FROM EACH END AND 18' <br />2 X 4 IS' OC. MAX. <br />OC. MAX. MIN 1-1/4' EMBEDMENT <br />(WHEN OVER 16' IN HEIC�HTJ <br />2 X 4 (WHEN OVER IS' <br />2 X 0 (MIN 2 X 3) 2-3/16 TAPCON <br />16' IN HEIGHT.) <br />OR DRIVE PIN (MIN SHAW SIZE.145 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1149 <br />2 X SOLID MILKI. - ARCH <br />SECURE W/2-12d EACH END <br />W FROM EAC14 END AND 18' <br />ATTAC44MW PER <br />orz. MAX. MIN 1-1/4, <br />MANUFACrUIRER'S 5"C'S. <br />MTL WDUI FRAME <br />114' TEMPERED MASONITE <br />+4CrrE: 140 GA' <br />"OlE GAP ' WOW F"'AME <br />GLUE 4 NAIL W/bd'6 S'-12' OC. <br />TO EXCEED 1/4' <br />IF NEEDED. <br />ARCHWAY DETAIL <br />CUTAWAY <br />ASPHALT SHINSLFS OVER <br />3C FELTON 1/16 O.&B. <br />PRE-Ews GABLE TIRLISS <br />SPF STIFFBA <br />(SEE 5EALD EN*, PACK FOR <br />SIZE 4 CONNECTION) <br />2.4 SPF BLOCKING BETWEEN TRUSSES <br />WHERE WeRACING IS PRIESENT <br />ml CONIT* 1,4 SPF RAT RUN <br />0 "1" ' <br />SECURE W, (') L <br />TRUSS <br />(2) 2.4 -2 S.Ypi ]DIAGONAL ISPEACE W/ (3) <br />12d'. . EAC44 'ONAL <br />T"'US5 (DIAC <br />X-IMPACIN63 TO COVER S-TRUSSES <br />1, Gypsurl 50ARD OR J, <br />HIGH STIRENSTA C-G. <br />NOTE: BOAF!0 <br />DIAGONAL BRACE CENTER OF TF4JS9 SPAN OR HIGHEST RIDGE. <br />DIAGONAL BRACE TO BE - ANY SPAN OR GRATER IRErER TO <br />TRJUSS ENG. FOR ADDITIONAL HORIZONTAL TFRUSS REINFORCEMENT. <br />0'-0: TO 30'-0' (1) X-BRACE <br />30, To &0'-0' (3) X-5RACE (1) X-BRACE a CENTER AND (2) <br />BRACE DMIDED EQUALY FROM CENTER TO ENO <br />n�CGABLE X-BRACING <br />_F <br />2. IRIDGE ONE SIZE LARGER <br />THAN RAFTER SIZE <br />MIR (3)12d NAILS OR <br />MIN. (4) 10d CAN NAILS <br />lx& COLLAR TIE AT EVERY OTHER <br />RAFTER UY <br />MIR <3)12d NAILS OR <br />MIN. (4) Od GUN NAILS <br />2x RAFTERS <br />Ix8 NAILER SECURE TO TRUSSES <br />BELOW Wl <br />(2)12d 14AILS OR <br />(3) 10d C-0.11N NAILS - EA. TFAJSS <br />R,AFTER TO TIRUSS NTS-12 <br />CREATE VOID FOR STRAP <br />ROOF DECKING OVER <br />PIRE-Ew. TRUSSES <br />PRE -ENG. TRILISS <br />ALTIER,IATE CONNECTION CO�NV <br />64E.Fl, <br />� _�D ROOF <br />M57A-24 RAFTER TO ISLKG 2 �jt <br />BETWEEN TRUSSES <br />0'-0' TO BIZACE <br />30'-I'TO &0'-0'(3)'X'5fRACE <br />(I 'X' BRACZ - CENTER) <br />(2'X'BRACE DIVIDED EQUALY FROM CENTER TO END) <br />FIBERGLASS SHINGLES OVER <br />W FELT ON 1/16- O.SJS. <br />(2) 2X4 -2 SYP DIA60NAIL BRACE � <br />Wl 5-12d - EA TRUSS ( DIAGONAL EIRACE <br />TO COVER 5-TFRU55E5 <br />2X4 BLOCKING UHEFRE 'X' BRACING <br />16 PSMSENT <br /><2) kVd NAILS EA END <br />TO TRlSS, <br />SFF 97PP95ACK <br />(SEE SEALD FW.. PACK FOR <br />SIZE 4 CONNECTION) <br />lA&* 0513 SHEATHING — <br />USE Sd NAILS AT <br />4' — EDGE 4 ( ' — FIELD <br />2X4 W/ 3/8' X 5 LAG -32' 0C. <br />OR SIMPSON MSTA-24 - 32' OC. <br />SHEATHING NAILING TO BE <br />&:-&' O.C. IN FIELD <br />4 O.C.-ALL EDGES W/Sd NAILS <br />TRUSS 24' ... <br />1/2' CLG. BOARD <br />NAIL CONT. FZAT FRUN TO <br />TftSS W/ e2)12d - SA. TFW86 <br />2X4 SYP RAT ADJACENT <br />TO DIAGONAL BRACE. <br />D5L TOP PLATE <br />2X4 STUD 16' D.C. MAX. <br />in, 2-STORY GABLE END CROSS BRACING <br />SCALE: 1/2'.1'-0' <br />!2 z <br />FINISH * LANDING <br />3/4' PLYWOOD FF. <br />D B L 2 X ro <br />-1115 UPLIFT <br />SIMPSCM 14TSMO <br />W/10 10d TO TF!USS <br />AND(4)1/4 .21/4' <br />TAPCCta TO CONT <br />POURED LINTEL <br />-2350 UPLIFT <br />(2) SIMPSOM WTSM20 <br />INSTALLED ON OPPOSITE <br />FACES Or BLOCK WALL <br />U1110 Od TO TRIJ <br />AND (4)1/4' . 2 1/4' <br />TAPCONS TO CONT <br />POUIRED LINTEL <br />CONTINUOUS <br />MOND BEAM <br />\ T""'SS <br />IIH /I <br />M N. 2' COVER <br />12 -IAP—ART <br />TRUSS A "CH R RETROFIT <br />'LT" <br />36" t'I�N. <br />3/4" PLYWOOD WITH <br />4 12 - D COMMON5 WINDER DETAIL <br />LANDING DETAIL <br />NAILED TH RU 3/4' <br />NAILED THRU 3/4' <br />LYWOO INTO <br />FINISH s LANDING__� PLYWOOD INTO <br />FA <br />E CH STRI N.E. <br />3/4'f'LYWOOD FF. EACH STRINGER <br />LESS THAN 4' TYFI. <br />5L X 12 <br />3-2xl2 SYf' STRINGER D5L 2X12 2XI2 TREAD <br />2XI2 T <br />ETWEEN SPINDLES <br />0 CUT T FAD <br />IT <br />REINFORCED W12X4 SFFOR CUT TO FIT <br />W/CONT. BEAD OF FLOOR J015T IXO R15ER <br />ER <br />5U5-FLOOR ADHESIVE <br />HAND RAIL, <br />I"L-400 OR SIMILAR Q <br />Z <br />EA HORIZONTAL RUN <br />SECURE TREADS TO STRINGER <br />T <br />WI(3)05 3' SCREWS 0 EA <br />STRINGER, UNTHREADED SHANK <br />1/2 <br />1/2' DRYWALL-,,, <br />TO EXTEND BEYOND THICKNESS <br />OF SUB -FLOOR SHEATHING <br />IXIO TRIM <br />NOTE: <br />I' NOSING 7YFI- <br />STAIRS RISERS TO CONFORM <br />TO F5r_R 5TH EDITION (2014) <br />�3) lod CUT NAILLS%. <br />MIN. TREAD 10', MAX� RISER 1-3/4' <br />Q 2X4 P.T. <br />311(o* MAX. VARIATION IN RI5ER5/TREAD5 <br />ro <br />SLEEPER INTO <br />ADJACENT TO EACH OTHER <br />315'MAX. VARIATION IN ANY R15ER/TREAD SLAB <br />HANDRAIL CIRCULAR CROSS SECTION DIA. <br />TO BE 13/4' ­114' OR PROVIDE EQUIVALENT <br />GRASPA51LITY STAIR <br />SECTION DETAILS <br />WINDERS- MIN. 6' WIDE a NARROW END <br />MIN. 11' WIDTH o 12' FROM NARROW END SCALE: <br />3/4'al'-O" <br />a4'MIN. HANDRAIL HGT. <br />IS <br />A R C N IT E C TS <br />G r2Desi n <br />o Vuo.nc.. <br />Al N. RONALD REAGAN BLVD. <br />LONGWOOD, FIL 32750 <br />PH: 407-774-6078 <br />FAk 407-7744078 <br />�.abdesigngroupmm <br />AA #-.0003325 <br />—1:7 <br />Floulmm de Lo <br />SILVERADO <br />LOT 2 <br />BLK 1 <br />1pRoJ=T# <br />04128.000-02001 <br />MODEM& <br />4EBB <br />1828-CALI" <br />GARAGIC SWMG: <br />LEFT <br />IPA03C: <br />misc. <br />DETAILS <br />50 MPH EXP. B_j <br />ARCHMECT: <br />QIF FLONDA <br />1w <br />mIDATM 09/19 <br />SCA.L.M 1/4"=V-0" <br />8*1mw <br />D <br />5 <br />