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PRECAST HEADER(MIN) <br />2 X 4 (MIN 2 X 3)1-3/16 TAPCON <br />OR DRIVE PIN (MIN SHAW StZEJ45 <br />MIN HEAD SIZE -WO <br />MIN EMBEDMENT 1 114') <br />1'. FROM EAC14 END AND 15"1 <br />'MAX'".""'.. <br />C IS - T <br />X <br />2 6 (MIN �l 1�312 TEA= <br />OR DRIVE PIN (MIN eHANK SIZEJ45 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 114') <br />'#�'.N <br />S'FROM EACH END AND IS- <br />C. MAX. MIN 1- 114' EMBEDMENT <br />2 8 (MI 2 X 3) 2-21/16 TAPCON <br />OR DRIVE PIN (MIN SHAW, SIZE I'S <br />MIN WEAD SIZE <br />ED LOOKING <br />'I"" <br />L: <br />MIN EMBEOMEN;�11"4� <br />AT. W/ <br />To W3 W/ <br />E To <br />��ALT'.' <br />PEER <br />a. FROM EA IS <br />IS <br />I al .' END <br />L �.A END <br />OC� MAX. MIN 1-1/4' EMBEDMENT <br />EAT.I� <br />1/16'065 9HEATWIW, <br />CMU WALL <br />ARCHWAY DETAIL <br />16" AND <br />];��DER <br />D51L. T PLATE <br />2X4 16- Or. MAX <br />SECURE 2X4 TO <br />PIN (MIN. SWANK SIZE <br />SECURE 2X4 W 2-)6* <br />TAPCONS OR DRVE <br />145 MIN. HEAD SIZE <br />'w M"L <br />W/rN /,4fRCHW,4 <br />EMBEDMENT I y ' AfRCHW,4Y <br />S' EA. END NOT TO <br />EXCEED Is, or. <br />MAX B <br />2X4 5OLIO—/ BT. PLATE <br />BLOCKING SECUSCE 1/2'F-LYWOM- <br />To SH ATWIW� WITH OR lA9,'ObB. <br />MIN 2-12d PER BLK- <br />EA� END <br />DIEREI�j� <br />/2 .'� <br />_:CHWAY <br />1,W O.S.B. OR PLYWOOD 9+41EATWING <br />-30 5LOG. FELT <br />24 WIDE 26 GA. GALVANIZED METAL <br />FLASHING <br />@ MUST ADD OIS10, --�' WIDE AND <br />AND MUST BE A MIN 24- WIDE METAL. <br />FIBERGLA55 SWIW.LE5 <br />5'Mp6C <br />11 �L.. I TEXT. <br />S 4- <br />SIMPSON SP4J 2X4 DBL'. TOP PLATE <br />EVERY <br />EVERT 1/2' DRYWALL <br />OTHER <br />OTHER STUD 2X4 WOOD STUDS *16'OZ, <br />STUD <br />//-UN,O. ON TRILI55 PLAN <br />2X4 CONT. STRESS <br />BLOCKING MID -WALL. <br />PT.. ATE <br />r-2X4 <br />SIMPSON SP4 SS <br />32' OZ. MAX <br />vx� <br />11/2'X'S' A15. 32 Or. <br />' EMBED ENT <br />Im <br />�'—f A. <br />�-2 -5'. CONT <br />1-STORY <br />r,--\ INT. BEARING WALL <br />NOTE: FOR LUALLS W/NO UPLIFT OR <br />FLOOR LOAD ONLY, DO NOT <br />WAS <br />NSTALL CONNECTORS. <br />DISL. TOP PLATE <br />2X4 IS,- Or, MAX <br />SECURE 2X4 W 2-%' <br />TAPOONS OR DRIVE PIN <br />(MRSHANK IZE.I45MFN. <br />WEAD SIZE -B" MIN. <br />EMBEDMENT I).' WAN 8' <br />EA END NOT TO EXCEED <br />Is- Or. MAX <br />BLOC 2X SOLIC <br />_Kj - SECURE <br />W <br />TO SWEATWING UT� <br />MIN. 2_12d PER BILK <br />EA� END <br />WITH WINDOW <br />SCALE 1/2'-1'-0' <br />PRECAST WEADEWMIN) <br />2 X (MIN 2 X 3)1-3/16 TAPCON <br />OR DRIVE PIN (MIN SWAJ4K 51 J45 <br />MIN WEAD SIZE -100 <br />MIN EMBE MENT 1 1/4') <br />0. FROM EACH END AND 8' <br />Or. MAX.M4 1-1/4'EMBEDMENT <br />2X6 3) 2-3� T <br />MIN 2 X APC4N <br />A <br />OR DR, VE PIN (MIN ANK SIZE.149 <br />MIN WEAD SIZE 300, <br />MI N E EDMENT 1 1/4') <br />1. FROM EACH E AND IS-- <br />OZ M AX MIN 1-1/4' EMBEDMENT <br />2 X (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SWANK SIZE. <br />HEAD SIZE -100 <br />1/16' CGS SWEATWIN6— <br />MIMIN <br />N EMBEDMENT 1 1/4') <br />2X4 16 - Or. MAX — <br />1. FISCOM EACH END AND 10' <br />fWWEN OVER Id,' IN HEIGWT.) <br />CC. MAX. MIN I - 1/4' EMBEDMENT <br />2X4 SOLID BLOCKINGS <br />SECURE TO SHEATHING W1 <br />MIN- 2-12a PER ELK- EA. END <br />r-,-�CLOSED VALLEY FLASHING DETAIL <br />r;"� INT 2 <br />DOUBLE TOP PLATE <br />2x4 CONTINOUS STRESS <br />BLOCKING MID WALL <br />2.4 STUDS SS 16' O.C. MAX, <br />UON. <br />T 4 C. 51"LOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />IST FLOOR STUDS TO <br />2ND FLOOR TUDS <br />51 Z MAX <br />MP50N PIST4--',& 32' <br />0 <br />PRE -ENG FLOOR TRIJSS <br />DOUBLE TOP PLATE <br />2x4 C40NTINOUS STRESS <br />BLOCKING MID WALL <br />2x4 STUDS - 16' Or- MAX, <br />UONL <br />1/2' GYP- WIL. BD. <br />SECURE 5T. PLATE TO OLAE <br />W1 J'xS' ANCHOR BOLT W/ 2' <br />WASHER SET IN SIMPSON <br />W'r <br />W STRENST EPDXY T <br />rMBED- MIN. <br />SIMPSON SP4 0 32' O.C. MA: <br />ARCIjWAY DETAIL <br />L& A U <br />SCALE �11� 1- --0 <br />PRE-ENG, TRUSSES OR <br />GONV. FRAMED RAFTERS <br />Ob.5- SHEATHING OR J' <br />CDX PL SECURED <br />YWOOD <br />PER FASTENER SCHEDULE <br />2.4 BLOCKING UNDER <br />WALL STUDS SOURE <br />BETWEEN TRIJSS BAY W1 <br />(B) 12d's EACH SEND <br />2. DOUBLE TOP PLATE <br />STUDS - 16, Or. <br />MT6-12 S, EVER STUD <br />2X4 IST. PLATE <br />DORMER <br />ATTACHMENT <br />DESIL. TOP PLATE <br />SECURE 2 X RIP TO FIT <br />=-12dS &*-S' O.C. MAX. <br />1/8' TEXTURED FINISH <br />1/16, SWEA114W. <br />Or <br />2 X 4 16 - MAX <br />(LU4EN OVER 16- IN HIEGHT.) <br />2 X 4 N"EN OVER 16- IN klEGkT.) <br />I <br />/4' TE RED MASONITE <br />GLUE 4 NAIL W/Sd'S Or. <br />1: NEEDED. <br />2 X SOLID BLKI� - ARCH <br />SECURE W/2-126 EACH END <br />—ML WDW FRAME <br />+IOTE; NO GAP - WDW FRAME <br />TO EXCEED [14' <br />ARCHWAY DETAIL <br />CUTAWAY <br />SCALE: <br />2 X 4 (MIN 2 X 3)1-3/16 TAPIC40N <br />OR DRIVE PIN fMIN SWANK SIZEJ45 <br />HEAD SIZE 300 <br />MIMIN <br />N EMBEDMENT 1/4') <br />a. FROM E END AND 18' <br />EXISTIW. BLK ABV. <br />Or M AX. MIN 1-1/4' EMBEDMENT <br />114' TEXTURED FINISH <br />2 X 6 (MIN 2 X 3) 2-3/16 TAFICON <br />1/0' TEXTURED FINIGH <br />OR DRIVE PIN (MIN SHAW, SIZE.145 <br />MIN 14EAD SIZE 300 <br />IA&' OSIS SHEATHI <br />MIN EMBE MENT 1 1/4') <br />8. P EACH END AND 18' <br />ROM <br />2 X 4 16' Or. MAX. <br />(II.WEN OVER 16' IN WEIGHT.) <br />OC. MAX. MIN 1-114' EMBEDMENT <br />2 X 4 (WHEN ClIER 16- <br />2 X & (MIN 2 X 3) 2-.�/I& TAPCON <br />16' IN WEIGHT.) <br />OR DRIVE PIN eMIN SWANK SIZEJ45 <br />MIN HEAD SIZE -100 <br />MIN EMBEDMENT 1 1/4-� <br />2 X SOLID ISLK,ri - ARCH <br />SECUNE W/2-12d EACH END <br />S'PRCM EAC14 END AND 18' <br />ATTAC�IMENT PER <br />OZ. MAX. MIN 1-1/4' EMBEDMENT <br />MANUFACTURERS SI -EC'S. <br />MTL 11M FRAME <br />1/4' TEMPERED MASONITE <br />-.NOTE: NO GAP - uA:,W FRAME <br />GLUE 4 NAIL W/Sd'6 '-12' Or- <br />TO EXCEED 1/4' <br />FONEEDED. <br />ARCHWAY DETAIL <br />CUTAWAY <br />ASP14ALT SHINIC5.46 OVER <br />30 FELTON 1/16 OGB. <br />PRE-rNG GABLE TRUSS <br />51-F STIFF5ACK <br />(SEE 5EALD ENG. PACK FOR <br />SIZE d CCNNECTION) <br />2x4 $FF BLOCKING BETWEEN TRJ55ES <br />WHERE 'X'BRACIWS 18 PRESENT <br />2,4 EPP RAT RUN <br />SEC:URED W1 e2)[2d'. <br />TRUSS <br />(2) 2�4 -2 S.T.P. DIAGONAL BRACE W/ (3) <br />12d.. . EAC44 TF;WS5 (DIAGONAL <br />X-BRACIW, TO CO�ER 5-TRJSSES <br />J'GYPSUM BOARD OR J' <br />WIG4 STR= TW CLa <br />NOTE: BOARD <br />DIAGONAL BFZACE CENTER OF TRUSS SPAN OR WIGWIEST RIDGE. <br />DIAGONAL BRACE TO BE . ANY SPAN 5*-0' OR GRATER REFER TO <br />Tf;aJSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. <br />V'-0: TO 30'-0' el) X-BRACE <br />30'-1 TO 60'-0'(3) X-BRACE ?1) X-BRACE - CENTER AND (2) <br />BRACE DIVIDED EQUALY FROM CENTER TO END <br />GABLE X- BRACING <br />2. RIDGE ONE SIZE LARGER <br />THAN RAFTER SIZE <br />MIN. (3)12d NAILS OR <br />MJN� (4) Od GUN NAILS <br />1.6 COLLAR TIE AT EVERY OTHER <br />RAFTER W/ <br />MIN. (3)12d NAILS OR <br />MIN. (4) 10cl GUN NAILS <br />2x RAFTERS <br />NAILER SECURE TO TWSSES <br />BELOW W1 <br />(3) loCl C.�UN (2)12d NAILS OR <br />NAILS - EA. TF419S <br />RAFTER TO MSS MTS-12 <br />CREATE VOID FOR STRAP <br />ROOF DECKIW. OVER <br />PRE-ENG TRUSSES <br />PRE - ENS. TRIJ-49 <br />CO�NV <br />�D ROOF <br />0'-0' TO 30'-0* (1) 'X' BRAr-E <br />30'-1' TO 60-0' (3)'X' BRACE <br />(I X'BRACE - CENTER) <br />(2 'X'BRACE DIVIDED EOUALY- FROM CENTER TO END) <br />'LASS SWIW <br />F15EFW. LES OVER <br />-30 FELT ON 1116'0A.B. <br />(2) 2X4 -2 GYP DIAGONAL BRACE <br />TO COVER 5-TI14ISSES <br />W/ 3-12d 0 EA TRJ55 C DIAGONAIL BRACE <br />2X4 BLOCKING WHERE 'X'BF <br />16 PRE ENT <br />(2) lodsNAILS EA END <br />TO TRUSS <br />SIPF STFFISACK <br />(SEE SEALD ENG. PA FOR <br />SIZE 4 CONNECTION) <br />1/16'065 SHEATHING. — <br />USE Od NAILS SAT <br />4'o-EDGE 6'...FIELD <br />2X4 A "' 1 5 LAG :32'.Or- <br />OR SIMPSON MSTA-24 32 D.C. <br />SHEATHING NA LIWS TO BE <br />IL <br />Or. IN FIELD <br />4' OCAALL EDGE$ W18d NAILS <br />TRUSS 24' <br />1/2' CLG. BOARD <br />NAIL CONT. RAT FRUN TO <br />TRUSS W1 (2)12d . EA. TRUrS <br />2X4 6 RAT ADJACENT <br />TO DIAGONAL BRACE. <br />DBL TOP PLATE <br />2X4 STUD 16 O.C. MAX. <br />rjj�2-STORY GABLE END CROSS BRACING <br />81-ALEs 1/2'-l'-O' <br />1115 UPLIFT <br />SIMPSOM WT&120 <br />W110 10d <br />ITO TRUSS <br />AND (4) 21/4' <br />TAPCONS TO CONT <br />POURED LINTEL <br />2350 UPLIFT <br />2) SIMPSOM WT5M20 <br />INSTALLED ON OPPOSITE <br />PAC -Eel OF 15LOCK WALL <br />WAO Od TO TRUSS <br />AND (4)1/4' x 2 1/4' <br />TAPCONS TO CONT <br />POURED LINTEL <br />F-IN15H a LANDING <br />FLYWOOD FF. <br />DBL 2X4&-1 <br />17\- <br />3/4'_FLYWOOD WITH <br />4 12 D COMMONS WINDER DETAIL <br />LANDING DETAIL NAILED THRU 3/4' <br />FLYWOOD INTO <br />FINISH,s EACH STRING <br />—1. <br />3 -2 12 5Yfl STRINGER ']--)BL 2X12 <br />X <br />REINFORCED W/2X4 6F-FOR <br />W/r-ONT. BEAD OF FLOOR JOIST <br />5UB-FLOOR ADHESIVE <br />FIL-400 OR SIMILARs <br />DEIL 'X" <br />OR <br />EA HORIZONTAL RUN LOOR JOIST <br />SECURE TREADS TO STRINGER <br />W/(3)'5 3' SCREWS 6 EA <br />STRINGER UNTHREADED SPANK <br />TO EXTEND BEYOND THICKNESS <br />OF SU5-FLOOR SHEATHING <br />NOTE: <br />STAIRS RISERS TO CONFORM <br />TO FBCR 5TH EDITION (2014) <br />MIN. TREAD 10', MAX. RISER 1-3/4' <br />311ro' MAX. VARIATION IN RI&ERB/TREADS, <br />ADJACENT TO EACH OTHER <br />3/0' MAX. VARIATION IN ANY RISER/TREAD <br />HANDRAIL CIRCULAR CROSS SECTION DIA. <br />TO BE 13/4' -1/4' OR PROVIDE EQUIVALENT <br />GRASF1,451LITY <br />WINDERS- MIN. 6' WIDE e NARROW END <br />MIN, I I' WIDTH 6 12' FROM NARROW END <br />34'MIN. HANDRAIL HIST. <br />PRE -ENG TRUSS <br />CONTINUOUS <br />BOND 5rAM <br />TAP —S <br />MINL 2' COVER <br />2' APART <br />LESS THAN 4' TYfl. <br />1 <br />2XI2 T ETWEEN SPINDLES <br />READ <br />RCUT TO FIT <br />i, <br />IX8 RISER <br />10 <br />PAND RAIL, <br />3 <br />1/2' DRYWALL <br />X10 TRIM <br />V NOE71NG TYFI. <br />(3) 10d CUT NAILS <br />6 2X4 P.T. <br />SLEEPER INTO <br />SLAB <br />STAIR SECTION DETAILS <br />SCALE: 3/4'zl'-O' <br />a D m IT c P v 0 <br />Ign <br />roup, <br />Im. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FIL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroupcom <br />AA 111: 0003325 <br />1� <br />ro-=Drv. a IMN <br />SILVERADO <br />LOT 1 <br />BLK 1 <br />PRojmcT# <br />04128.000-01001 <br />MODELS: <br />4EHB <br />"2605-HAYDEN" <br />GAItAGE STaNG: <br />RIGHT <br />PAGE: <br />misc. <br />DETAILS <br />%,150 MPH EXFP. B)',f <br />ARCHrrECT-. <br />PIUNT 09/20 <br />DATE: <br />SCAX.E: 1/4"=V-0" <br />