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PRECAST 4EADERMN) <br />2 X 4 MN 2 X 3) 1.3116 TAPCON <br />OR DRIVE PIN MN awp K 513145 <br />MN LEAD 612E 300 <br />MN Vila Dtiew I V4') <br />S' FROM EACH 00 AND Is: <br />Or- MAX MN 1-1/4' EM'BmMOIT . <br />2 X 6 MN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PM MN SMAK 813J48 <br />MN READ 517E 300 <br />- MN B O'BEOMNT 1 1/4') <br />r FROM EACH END AND W' <br />OG MAX MN I-V4* EFOEDFINT <br />2 X 0 MN 2 X 5) 2-3/16 TAPCON <br />R ODRIVE PIN MN SMA K, 812EI45 <br />MN HEAD 512E !00 <br />MN 19MMOP BR 1 V4') <br />TOEa'PROMCACN <br />V/�.. <br />BD AND W' <br />PEOG <br />MAX MN 1-1/4' ESDMOIT <br />BHEWALL <br />ARCHWAY DETAIL <br />I 16" AND UNDER <br />ecaLE: --,-- <br />DEL. TOP RATE <br />2X4 W Or- MAX <br />SECURE 2X4 TO <br />WOOD WR-Qd . 6' -a' <br />OC. STAGGERED <br />PIN MN SHWK SIZE <br />J45 MN HEAD SIZE <br />300 MN <br />EMBEDMENT I W WAN <br />a• EA END NOT TO ARCHWAY <br />EXCEED W' OZ. <br />MAX <br />2X4 SOLD BT. PLATE <br />BLOCKING. SECURE I/2' PLYUDOD- <br />TO SHEATHING MTN OR TA6 <br />A ' ODD. <br />00 <br />MN 2-Qd PER BIND <br />EENO <br />3 XTERIOR ARCHWAY <br />SCALE. I!1'.I•_C• <br />lO. 10W CAB, OR k' MYWOOO SHEATHING <br />O 90 BLDd- FELT <br />3O 24UWE 26 GA GALVANZED METAL <br />... <br />FLABHNG <br />O MOT ADD DBTO, 36' WIDE AND <br />AND MUST BE A MN 24' WIDE META-. <br />0 RMEMLAW 6MNCLES <br />Oft. TOP PLATE <br />2X4 W' OG MAX <br />SECURE 2X4 UV 2-4W <br />TAPCONS OR DRIVE Ph <br />MN WA4C SIZE J45 MN <br />HEAD SIZE 300 MN <br />EMBEDMENT 0.1 Wm 1' <br />EA END NOT TO EXCEED <br />M' OG MAX <br />2X4 SOLI[ <br />eLoacINJG SECUM <br />TO 01EATWM VTF <br />MK 2-12d PER BLK <br />EA END <br />2 WITH WINDOW <br />SCALE: UQ'.I'-0' <br />PRECAST HEADEIYMM) <br />2 X 4 MN 2 X 3) 1-3/W TAPCON <br />IVE RIVE PH (MN SHAW SIZEJ45 <br />DR <br />MN FEAR SIZE 300 <br />MN E 110ff I V4') <br />IS* FROM EACH END AND W' <br />OG MAX MN 1-1/4' EMBEDMENT <br />2 X 6 MN 2 X 3) 2-3/16 TAPCCN <br />OR DRIVE PIN MN SHNK NZEJ4a <br />MN HEAD S13 3" <br />MN EMBEDMENT 1 V49 <br />a' FROM EACH ED AND W' <br />OG MAX MN 1-VA' EMBEDMENT <br />2 X 6 (MN 2 X 3) 2.3/W TAPCON <br />R DRIVE PIN MN SHAK 312EJ45 <br />MN READ SIZE 300 <br />1/16' 08B 51EATHNG <br />MN EMBEDMENT I V4') <br />2x4 W' OZ. MAX <br />a' FROM EACH END AND W' <br />(WEN OVER W' N W.'T) <br />OG MAX MN 1-1/4' ET'BEDMIDU <br />2X4 SOLD DLOCKN' <br />SECURE TO NEATMNG UV <br />MIL 2-12d PER OLIO EA END <br />ARCHWAY DETAIL <br />4 16 AND UP <br />SCALE: I/J'• 1-0' <br />5 CLOSED VALLEY FLASHING DETAIL <br />KTS. <br />T'a1B8 <br />aMPaoN <br />I/1' CLG. BOTENT. <br />SP4 . 32'. <br />8R'1POON SP4 <br />2X4 DBL. TOPP PLATE <br />PLATE <br />OL. <br />• 32, oz. <br />V2' DRYWALL <br />2X4 WOOD STUDS .W' OC. <br />UNO. ON TRUSS PLAN <br />2X4 CONY. STRESS <br />BLOCKING MD -WALL <br />2X4 PT. PLATE <br />' <br />BPIPSCIN 8P4 . <br />92. OG MAX <br />I/J'Xa' 3Y OL. <br />�• EMBE, DMENT <br />CONC. BLAB <br />2 s'. CCW. <br />1-STORY <br />INT. BEARING WALL <br />7 SCALE, <br />.. MOTE: FOR WALLS WINO UPLIFT OR <br />HAS FLOOR LOAD ONLY, DO NOT <br />INSTALL CONNECTORS. <br />DOUBLE TOP PLATE <br />2.4 CONTNOUS STRES6 <br />BLOCKING. MD WALL <br />2.4 STUDS . W' OZ. MAX, <br />UON. <br />i' T f C. SUI FLOOR GLIEC <br />BT FLOOR STUDS TO <br />2ND FLOOR STUDS <br />54IF-30N MOTA-36 a 32' <br />OC. MAX <br />PRE -ENG FLOOR TRUSS <br />DOUBLE TOP PLATE <br />2x4 CONTINUOUS *TWOS <br />BLOCKIG MID U4LL <br />2x4 STUDS . 16'Or- MAX <br />UOK <br />1/2' GYP. U-. BD. <br />SECURE <br />BT. PLATE TO SLA <br />UV I'x5' ANNC 4OR BOLT W/ 2' <br />WA51ER SET N SIMPSON <br />HGH 5TREWTH EPDXY U' <br />EMBED. MN <br />SI PSON SP4 . 32' OL. MA: <br />�Q11NT. 2-STORY LB.W. <br />SCALE, V2'.i'-0' <br />PRE-ENG TRUSSES OR <br />CONV. FRAMED RAFTERS <br />J' OBB. SWATHING. OR I' <br />COX PLYUIOOD SECURED <br />PER FASTENER SCHEDILE <br />2.4 BLOCKING UNDER <br />WALL STIRS 8CUE <br />BETUEEN T16186 BAYS UV <br />(3) Qd'. EACH END <br />2x DOUBLE TOP PLATE <br />STUDS . 14' OG <br />MTS-Q . EVER STUD <br />2X4 BT. PLATE <br />DORMER <br />n9 ATTACHMENT <br />SCALE: V2'•I'-0' <br />DBL. TOP PLATE <br />SECURE 2 X RP TO FIT <br />UW-Qtl6 6'-V OL. MAX <br />TT' TEXTURED FINISH <br />UA6' OSD SHEATHING <br />7 X4 WOG MAX. <br />/•FEN OVER W N HEwRJ <br />2 X 4 (UNDN OVER W N HECfR.) <br />114' TO'PKIED MAGONRE <br />CLUE N NAIL UVSd'6 B-Q' Or- <br />r NEEDED <br />2 x SOLID BLKr.. ARCM <br />SECURE WR-Qd EACH END <br />`---MTL UDW FRAME <br />NOTE: NO GAP . UDW FRAM <br />TO EXCEED V4' <br />1'-0• <br />2 X 4 MN 2 X 311-3/16 TAPCON <br />OR DRIVE PIN MN SH•YK IMZEJ45 <br />MN READ &M 300 <br />MN EME01XIENT I VA') <br />a' FROM EACH WO AND W <br />EXISTING BLK ASV. <br />OG MAX MN 1-iW EI'BE17ENT <br />1/4' TEXIIRED FNW/1 <br />2 X 6 (MN 2 X 3) 2-3/16 TAPCON <br />l/a' TEXTURED FN16H <br />OR DRIVE PIN MN SHANK SI?FJ46 <br />MN HEAD SIZE 300 <br />TA6' OSB 8MATHING <br />MN EMBEDMENT 1 1149 <br />6'PROM EACH END AND W' <br />2 X 4 W' OG MAX <br />OG MAX MN I.V4' [FBEDFENT <br />(WHEW OVER 16' N HEIGHT) <br />2 X 4 (WREN OVER IS- <br />2 X a MN 2 X 3) 2-3A6 TAPCON <br />16, N HEVifT.) <br />OR DRIVE PN (MN SWANK SMMS <br />MN READ SIRE 300 <br />MN B!!DC ENT I V4') <br />2 X SOLID BLKK . ARCH <br />SECURE UV/-Qd EACH END <br />a' FRROM EACH END A 0 W <br />ATTACM@( "T PER <br />OG MAX MN 1-11I' !M'BlOM'Q(T <br />MANUFACTUER'S SPECS, <br />MTL UDW FRAME <br />114' TEMPERS MABONTE <br />MINUTE: NO GAP . WOW FRAME <br />GLUE I NAIL W/Sd'O b•-Q' Or -TO <br />EXCEED VI' <br />F NEEDED. <br />ARCHWAY DETAIL <br />rjD_1 CUTAWAY <br />6CA.LE: IR'.I'-0' <br />ROOF TRJSS UPLIFT <br />CONNECTOR NOT <br />SHOUN FOR <br />CLARITY (SEE <br />SHOP D I 5.) <br />EXTERIOR WALL <br />SHEATHING (SEE <br />NOTES) FASTEN EACH STUD <br />TO DBL. TOP PLATE <br />W/ LISP BPT24 NAIL <br />PER MAdIF. SPECS. <br />SECTION AT TOP <br />OF EXTERIOR WALL <br />6 SCALE: NTS <br />ASPRALT SHWILfS OVER <br />30 FELT ON 1/16OSH. <br />PRE -ETC GABLE TRUSS <br />SPF STFFBACK <br />(SEE BEALD ENG. PACK FOR <br />SUE f CONINECTK.T) <br />2.4 SPF BLOCKING BETUEEN TRU86ES <br />U6ERE 'X' BRACING IS PRESENT <br />CONT, 1,4 SPF RAT RN <br />SEARED UV (2) Qd'.. EACH <br />TRIGS <br />(2) 2.4 •A S.T.P. DIAGONAL BRACE WV(3) <br />Qd'.. EACH TRUSS (DIAGONAL <br />X-BRACNG TO COVER 5-TVWWS <br />Ih GYP51AT BOARD OR k <br />HK.H STRENGTH CLG. <br />BOARD <br />DIAGONAL BRACE . CENTER OF TRUSS SPAN OR HKiEBT RIDGE. <br />DIAGONAL BRACE TO BE . ANY SPAN B'-0' OR GRATER REFER TO <br />TRUSS ENl FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. <br />C-0' TO 30'-C' (I) X-BRACE <br />30'-1' TO 60'-0' (3) X-BRACE (1) X-BRACE . CENTER AND (2) <br />BRACE DIVIDED EORLALY FROM CENTER TO END <br />id GABLE X-BRACING <br />1 v SCALE: VA'.I'-C' <br />2x RIDGE ONE SUE LAi'!R <br />THAN RAFTER SIZE <br />MN (3) Qd NAILS OR <br />MN (4) 10d CAN NAILS <br />b'6 COLLAR TIE AT EVERY OFFER <br />RAFTER 0 <br />MN (3) QO d NAILS R <br />MN (4)10d CAN NAILS <br />b,a NAILER SECURE TO TRUSSES <br />BELOW UV <br />(2) Qd NAILS OR <br />(3) IOd CAN NAILS a EA TRUSS' <br />RAFTER TO TRUSS MT6-12 <br />CREATE VOID FOR STRAP <br />ROOF DECKING OVER <br />PRE-ENG TRUSSES <br />PRE-ENG. TRUES <br />,Ea„e,E 10 CONV. FRAMED ROOF <br />MIBTA-74 RAFTER TO BLKG SCALE: IR'•I'-0' <br />BETIIEEN TIH169E9 <br />0'-0' TO 30'-O' (1) DC BRACE <br />30'-I• TO 6&-0' (3)'XBRACE <br />(U A' BRACE . CENTER) <br />(2 'X BRACE DIVIDED EOJJALY FROM CENTER TO END) <br />FIBEI'LAW 814NGLEB OVER <br />30 FELT ON TA6. OSJ9. <br />(2) 2X4 R STP DIAGONAiL BRACE --/ <br />UV 3-12d . EA TRUaB ( DIAGONAL BRAG <br />TO COVER 5-TWLIOSES <br />2X4 BLOCKING U•ERE 'X' BRACN6 <br />16 PRESENT <br />12) 10d NAILS EA END <br />TO TRU66 <br />SPF STR•6ACK <br />(SEE SEALD ENG. PACK FOR <br />84ZE 4 CONNECTION) <br />1A6' 080 SWATHING — <br />U8E Sd NAILS AT <br />4' o EDGE f 6'., FIELD <br />OR BF'PBO/NXMSiA-24 <br />SHEATHING NAILING TO ISE <br />6' Or- N FIELD <br />4' OZ.-ALL EDGES UVDd NAILS <br />TRUSS 24' OG <br />1/2' CLCi BOARD <br />NAIL CONT. RAT RN TO <br />TRW UI/ (2) Qd . EA TRUlS5 <br />2x4 SYP RAT ADJACENT <br />TO DIAGONAL BRACE. <br />DBL TOP PLATE <br />2X4 STUD W' OL. MAX. <br />n2-STORY GABLE END CROSS BRACING <br />SCALE: V2•.1'-O' <br />• IMS UPLIFT <br />SIMPSO'i NTSMQO <br />W./10 10d TO TO" <br />AND (4) 1/4' x 2 1/4' <br />TAPC40N6 TO COIN <br />POURED LINTEL <br />•2350 UPLIFT <br />(2) SFTPSOM 14T8MQ0 <br />INSTALLED ON OPPOSITE <br />FACES OF BLOCK WALL <br />WAV led TO TOM <br />AND (4) 1/4' x 2 1/4' <br />TAPOO NS TO CENT <br />12 KT9. <br />12' Z <br />FINISH a LANDING L <br />3/4' PLYWOOD FF. <br />i <br />� I <br />DBL 2X6 <br />I <br />\ ( I 36' MIN. FIN15- 1 <br />� V <br />VI 3/4' PLYU100D WITH <br />LANDING DETAIL 4 12-D COMMONS WINDER DETAIL <br />NAILED THRU 3/4' <br />FINISH •LANDING PLYWOOD INTO <br />3/4' PLYWOOD FF. EACH STRINGER <br />LESS THAN 4' TYP. <br />3-2x12 5YP STRINGER D_BL 2XI2 2XI2 TREAD <br />ETWEEN SPINDLES <br />REINFORCED W/2X4 SPF CUT TO FIT <br />FLOOR JOIST <br />W/CONY. BEAD OF IX8 RISER <br />SUB -FLOOR ADHESIVE m' <br />PL-400 OR SIMILAR a <br />i HAND RAIL <br />EA HORIZONTAL RUN <br />SECURE TREADS TO STRINGER <br />m <br />W/(3n 3' SOWS a EA <br />STRINGER, UNTHREADED SHANK <br />I2' DRYWALL <br />TO EXTEND BEYOND THICKNESS <br />OF SUB -FLOOR SHEATHING <br />IXIO TRIM <br />NOTE: <br />I' NOSING TYP. <br />STAIRS RISERS TO CONFORM <br />TO FBCR 5TH EDITION (2014) (3) 10d GUT!NAILS <br />-1-3/4'3/I6'MAX. <br />MIN. TREAD 10', MAX. R15ER <br />VARIATION IN RISERS/TREADS SLEEPER IN <br />m Q <br />ADJACENT TO EACH OTHER SLAB <br />F <br />3/8' MAX. VARIATION IN ANY RISER/TREAD <br />HANDRAIL CIRCULAR CROSS SECTION DIA. <br />TO BE 1 3/4' .-1/4' OR PROVIDE EQUIVALENT <br />GRASPABILIT7 3 STAIR <br />SECTION DETAILS <br />6 <br />WINDERS- MIN. ' WIDE 6 NARROW END <br />MIN. II' WIDTH a 12' FROM NARROW END SCALE: <br />3/4'.I'-0' <br />34' MIN. HANDRAIL HGT. <br />GroO <br />L441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.W78 <br />FAX: 407-7744078 <br />W RU.i bd86l[agl W PASII I <br />AA III:0003325 <br />h <br />W <br />O <br />O <br />C <br />sumrv. at IAOT. <br />SILVERADO <br />LOT 40 <br />BLK 6 <br />�soascs'� <br />04128.000-04061 <br />�>oM, <br />4EJB <br />"2807—ELLS" <br />OAI►Rwgis S1R190: <br />RIGHT <br />PA O]& <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />2Q <br />FDAM 10/18/17 1/4"=1'-0" <br />D5 <br />