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• Y r Y IT C r T 4 <br />PRECAST HEADER(MIN) <br />2 X 4 (MIN 2 X 3) 1-3/16 TAPCON <br />OR DRIVE PM (MIN 64" SIZE145 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/49 <br />8' FROM EACH END AND I$ -a' <br />OL. MAX MIN 1-1/4' EMBEDMENT �4 <br />2 X 6 (MIN 2 X 3) 2-3/16 TAPCON Ni <br />OR DRIVE PIN (MIN SW" SIZE.145 w_ <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />8' FROM EACH END AND 18' <br />OL. MAX MIN I-1/4' BB -EDMEJT <br />2 X 0 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PM (MIN SHANK SIZE.145 <br />MM HEAD SIZE 300 <br />2X4 90LID BLOCKING <br />MIN EMBEDMENT 11/4') <br />SECURE TO SHEATHING W/ <br />e' FROM EACH END AND IS, <br />MM. 2-Qd PER BILK EA. END <br />O.G. MAX. MIN I-V4' EMBEDMENT <br />1/IB' OSB SHEATHING <br />CMAJ WALL <br />ARCHWAY DETAIL <br />rl-"\16" AND UNDER <br />SCALE V2'.i'-0' <br />DBL. TOP PLATE <br />2X4 I6' O.C. MAX. <br />SECURE 2X4 TO <br />WOOD WR-12d • 6'-8' <br />O.C. STAGGERED <br />.145 MIN HEAD 61M <br />300 MIN. <br />EMBEDMENT I w N <br />e' EA. END NOo T TD <br />ARCHWAY <br />EXCEED 18' OL. <br />MAX <br />2X4 SOLID <br />DT. PLATE <br />BLOCKING SECURE <br />V2' PLYWOOD - <br />To SHEATHING WITH <br />OR 1/16' OSS. <br />MR. 2-12d PER DI.K <br />EA END <br />o EXTERIOR ARCHWAY <br />V <br />SCALE: I/2'.I'-0' <br />0 11W OAS. OR Ig PLYWOOD SHEATHING <br />O W BLDG. FELT <br />O3 24• WIDE 26 GA GALVANIZED METAL <br />FLASHING <br />MUST ADD DIS10, 36' WIDE AND <br />AND MUST BE A MN 24' WIDE METAL - <br />FIBERGLASS SHINGLES <br />17 P - TRJ66 <br />I/2' CLG. BOARD 4 TEXT. <br />SIHPSON SP4 2X4 DBL. TOP PLATE <br />• EVERY 1/2' DRYWALL <br />OTHER STUD 2X4 WOOD STUDS 016' O.G. <br />URO ON TRUSS PLAN <br />2X4 CONT. STRES$ <br />BLOCKING MID -WALL <br />X4 PT. PLATE <br />$IMP` J $P4 <br />32' O.C. MAX <br />112"' A.B. 32' O.C. <br />T'EMBEDMENT <br />CONC. SLAB <br />2 'S's COAT. <br />1-STORY <br />6INT. BEARING WALL <br />6caLE, 1a'.r-m. <br />NOTE: FOR WALLS WHO UPLIFT OR <br />HAS FLOOR LOAD ONLY, DO NOT <br />INSTALL CONNECTORS. <br />DBL TOP PLATE <br />2X4 16' OL MAX <br />SECURE 2X4 W/ 2-%' <br />TAPOONS OR DRIVE PIN <br />(MIN SHAKO SIZE .H5 MIN <br />HEAD SIZE 300 MIN <br />EMBEDMENT I Y' W/N 8' <br />EA END NOT TO EXCEED <br />IS' O.G. MAX <br />2X4 • LIC <br />BLOCKING SECURE <br />To SHEATHING UAR <br />MRi 2-12d PER BLK <br />EA ENr <br />PRECAST HEADER(MIN) <br />2 X 4 (MIN 2 X 3) 1-3/16 TAP —CON <br />OR DRIVE PM (MN SHANK SIZEA45 <br />MN HEAD SIZE 300 <br />MIN EMBEDMENT I V49 <br />8• FROM EACH END AND B' <br />O.G. MAX. MIN 1-1/4' EMBEDMENT <br />2 X 6 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PM (MIN SHAM SIZE.14500 <br />MIN HEAD SIZE 3 <br />MIN EMBEDMENT 1 V4') <br />8' FROM EACH END AND B' <br />OZ. MAX. MM 1-1/4'' EPIBEDMEIT <br />2 X 8 (MIN 2 X 3) 2.3/16 TAPGON <br />M <br />OR DRIVE P(MIN SHAW SIZE146 <br />MIN HEAD SIZE 300 <br />1/16. CGS BHEAT14 <br />MIN EMBEDMENT I I/4') <br />2X4 16' O.C. MAX <br />8' FROM EACH END AND V <br />(WHEN OVER Ka' N HEIGHT) <br />OL. MAX. MIN 1-1/4' EMBEDMENT <br />2X4 SOLID BLOCKING <br />SECURE TO SHEATHING W/ <br />MIN 2-12d PER BLK EA END <br />==CLOSED VALLEY FLASHING DETAIL <br />v N.TS. <br />PRE-ENG TRUSS <br />DOUBLE TOP PLATE <br />2X4 CONTINOUS STRESS <br />SIMPSON BLOCKING MID WALL <br />$P4 • 2x4 STUDS • 16' O.G. MAX. <br />EVERY WAN. <br />OTHER r T 4 G 5UBFLOOR GLUED <br />STUD AND SCREWED AS PER <br />FASTENER SCHEDULE <br />IST FLOOR STUDS TO <br />2ND FLOOR STUD$ <br />SIM1PSON MSTA-36 • 32' <br />D.C. MAX <br />PRE-ENG FLOOR TRUSS <br />DOUBLE TOP PLATE <br />2.4 CONTNNOUS STRE55 <br />BLOCKING MID WALL <br />2.4 STUDS • 16' O.G. MAX, <br />U.O.N <br />1/2' GYP. WL. BD. <br />SECURE BT. PLATE TO SLA <br />W/ ANCHOR BOLT W/ 2' <br />WASHER SET IN SIMP` N <br />HIGH STRENGTH EPDXY 1' <br />EMBED. MIN <br />SIMPSON SPA - 32- OC. MA <br />(711NT. 2-STORY L.B.W. <br />SCALE: <br />ARCHWAY DETAIL <br />SC <br />16 AND UPLi <br />PRE-ENG TaJS5E8 OR <br />=NV. FRAMED RAFTERS <br />J' 0.6.5. SHEATHING OR I• <br />CDX PLYWOOD SECURED <br />PER FASTENER SCHEDULE <br />2.4 BLOCKING UNDER <br />WALL STUDS SCURr <br />BETWEEN TRUSS BAYS W/ <br />(3) 12d'e EACH END <br />2x DOUBLE TOP PLATE <br />STUDS - 16. O.C. <br />MTS-Q • EVER STUD <br />2X4 BT. PLATE <br />DORMER <br />8 <br />ATTACHMENT <br />SCALE: 1- 1 -0' <br />DBL. TOP PLATE <br />SECURE 2 X RIP TO FIT <br />02-12d8 6'-8' O.G MAX <br />1/0' TEXTURED FNIS44 <br />1/16' 050 SHEATHING <br />2 X 4 IG' O.G. MAX <br />(WHEN OVER IG' IN HIEGHT) <br />2 X 4 (WHEN OVER W' IN HIEGHT.) <br />I/4' TEMPERED MA5 SITE <br />GLUE (NAIL W/8d'5 8'-12' O.C. <br />F NEEDED. <br />2 X SOLID BLK'G • ARCH <br />SECURE All-Qd EACH END <br />ATTACHMENT PER <br />MIANIFACTURER'S SPEC-8- <br />MTL WOW FRAME <br />NOTE : NO GAP • WOW FRAME <br />TO EXCEED 1/4' <br />ARCHWAY DETAIL <br />A CUTAWAY <br />SCALE: V2'.I'-0• <br />2 X 4 (MIN 2 X 3) 1-3/16 TAPCON <br />OR DRIVE PIN (MIN 5144NK SIZE.145 <br />MIN HEAD SIZE _NW <br />DI'¢ MIN EMBENT I V4') <br />6' FROM EACH END AND 18' <br />EXISTING BLK AS, <br />O.G. MAX MIN 1-V4' EMBEDMENT <br />1/4' TEXTURED FINISH <br />2 X 6 (MIN 2 X 3) 2-3/16 TAPCON <br />1/6' TEXTURED FINISH <br />OR DRIVE PIN (MIN SWANK, SIZF-145 <br />MIN HEAD SIZE 300 <br />1/16. 055 SHEATHING <br />MIN EMBEDMENT 1 1/4') <br />8' FROM EACH END AND 10' <br />2 4 W' 00. MAX <br />O.C. MAX. MIN2I-V4' EMBEDMENT <br />(WHEN <br />X4 OVER Ka' IN HEIGHT) <br />2 X 4 !WHEN OVER W' <br />2 X 8 (MIN 2 X 3) 2-3/I6 TAPCON <br />16, IN HEIGHT.) <br />OR DRIVE PM (MIN SHANK SIZE.145 <br />MINN HEAD SIZE 300 <br />MIN EMBEDMENT 1 V4') <br />2 X SOLID ISM* • ARCH <br />SECURE W!1-Qd EACH END <br />8' FROI'1 EACH END AND 10' <br />ATTACHMENT PER <br />O.C. MAX. MIN 1-1/4' EMBEDMENT <br />MANUFACTURER'S SPEC'5. <br />MTL WDW FRAME <br />V4' TEMPERED MASOINITE <br />MOTE: NO GAP • WOW FRAME <br />GLUE 4 NAIL W/8d'S 8'-12' OG- <br />TO EXCEED 1/4' <br />F NEEDED. <br />ARCHWAY DETAIL <br />Kn1 CUTAWAY <br />L SCALE: IR'.1'-0' <br />ASPHALT SHM6LES OVER <br />W FELT ON 1/16' OSB. <br />PRE-ENG GABLE TRUSS <br />SIFF STIFFBACK <br />(SEE 5EALD ENG. PACK FOR <br />SIZE 4 CONNECTION) <br />2x4 SPF BLOCKING BETWEEN TRUSSES <br />WHERE 'X' BRACING IS PRESENT <br />COAT. 2,4 SPF RAT RN ' <br />SECURED W/ (2) Qd'a •EACH <br />TRJSnS <br />(2) 2x4 4 S.YP. DIAGONAL BRACE W/ (3) <br />12d's r EACH TRU55 (DIAGONAL <br />X-BRACING TO COVER 5-TRUSSES <br />I' GYPSUM BOARD OR }' <br />HIGH $TRENGTH CLG. <br />NOTE: BOARD <br />DIAGONAL BRACE • CENTER OF TRUSS SPAN OR HIGHEST RIDGE. <br />DIAGONAL BRACE TO BE • ANY SPAN 15'-0' OR GRATER REFER TO <br />TRUSS ENG FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. <br />0'-O' TO 30'-V (U X-BRACE <br />TO 69>'-0' (3) X-BRACE (1) X-BRACE s CENTER AND (2) <br />BRACE DIVIDED EGUALY FROM CENTER TO END <br />��1 GABLE X-BRACING <br />SCALE: V2'.I'-0' <br />2. RIDGE ONE SIZE LARGER <br />THAN RAFTER S1ZE <br />MN. (3) QR d NAILS O <br />MIN. (4) IOd GUN NAILS <br />Ix6 COLLAR TIE AT EVERY OTHER <br />RAFTER W/ <br />MIN. (3) 12d O NAILS R <br />MIN.(4)10d GUN NAILS <br />NO NAILER SECURE TO TRUSSES <br />BELOW W/ <br />(2) 12d NAILS OR <br />(3) 10d GUN NAILS • EA TRUSS <br />RAFTER TO TRU$S MTS-12 <br />CREATE VOID FOR STRAP <br />PENETRATION <br />ROOF DECKING OVER <br />PRE-ENG. TRUSS- <br />4LTERNATE CONNECTON 10 CONV. FRAMED ROOF <br />MISTA-24 RAFTER TO BLK'G SCALE: Vt'•I'-0' <br />BETWEEN TRUSSES <br />0'-0' TO 30'-0' (V 'X' BRACE <br />30'-1' TO 60--0' (3)'X' BRACE <br />(I 'X' BRACE • CENTER) <br />(2 X. <br />BRACE DIVIDED EOUALY FROM CENTER TO END) <br />FIBERGLASS SHINGLES OVER <br />�30 FELT ON T/I6' OSB. <br />(2) 2X4 -2 SYP DIAGONAIL BRACE � <br />W/ 3-12d s EA TRUSS ( DIAGONAL. BRACE <br />TO COVER 5-TRUSSES <br />2X4 BLOCKING WHERE 'X' BRACING <br />IS PRESENT <br />(2) 10d NAILS EA END <br />TO TRUSS <br />SPF STIFFBACK <br />(SEE SEALD EN , PACK FOR <br />SIZE 4 CONNECTION) <br />1/16' 065 SHEATHING — <br />USE Sd NAILS AT <br />4'— EDGE 4 6- — FIELD <br />2X4 W/ 3/8' X 5 LAG :32' O.C. <br />OR 51MPSOW MISTA-24 32' OZ. <br />SHEATHING NAILING TO BE <br />O.C. IN FIELD <br />4' O.C,-ALL EDGES W/8d NAILS <br />TRUSS 24' — <br />1/2' CLG. BOARD <br />NAIL CONT. RAT RLIN TO <br />TRIM W1 (2) Qd • EA TRUSS <br />2X4 SYP RAT ADJACENT <br />TO DIAGONAL BRACE <br />DEL TOP PLATE <br />2X4 STUD 16' O.C. MAX. <br />n2-STORY GABLE END CROSS BRACING <br />SCALE: 1/2'.1'-0' <br />• 1115 UPLIFT <br />$IMP6OM HT5M20 <br />WID 10d TO TRJS5 <br />AND (4) 1/4' x 2 1/4. <br />TAPCONS TO CONT <br />POURED LINTEL <br />• 2350 UPLIFT <br />(2) SIMPS '1 HTSM20 <br />INSTALLED ON OPPOSITE <br />FACES OF BLOCK WALL <br />WAO 10d TO TRUSS <br />AND (4) 1/4' x 2 1/4' <br />TAPCONS TO CONT <br />-POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS <br />BOND BEAM <br />TAP CONS <br />MIN. 2' COVER <br />2' APART <br />12 TRUSS ANCHO TROFI <br />Nrs. <br />12' <br />FINISH o LANDING <br />3/4' PLYWOOD F.F. = <br />i I - <br />z <br />DBL 2X6 <br />1 - <br />I <br />3/0" MIN. FINISH <br />1 3/4' PLYWOOD WITH <br />LANDING DETAIL 4 12-D COMMONS WINDER DETAIL <br />NAILED THRU 3/4' <br />FINISH o LANDING PLYWOOD INTO 7 <br />3/4' PLYWOOD FF. EACH STRINGER <br />2 SYP STRINGER I DBL 2XI2 REIN <br />REINFORCED W/2X4 SPFOR s_ <br />W/CONT. BEAD OF FLOOR J015T IJ-r <br />5UB-FLOOR ADHESIVE <br />PL-400 OR 51MILAR <br />EA HORIZONTAL RUN <br />SECURE TREADS TO STRINGER <br />W/(3)'8 3' SCREWS * EA <br />STRINGER, UNTHREADED SHANK <br />TO EXTEND BEYOND THICKNESS <br />OF 5U5-FLOOR SHEATHING <br />NOTE: <br />STAIRS RISERS TO CONFORM <br />TO FBGR 5TH EDITION (2014) <br />MIN. TREAD 10', MAX. RISER 1-3/4' <br />3/16' MAX. VARIATION IN RISERS/TREADS <br />ADJACENT TO EACH OTHER <br />3/8' MAX. VARIATION IN ANY RISER/TREAD <br />HANDRAIL CIRCULAR CRO55 SECTION DIA. <br />TO BE 1 3/4' f-1/4' OR PROVIDE EQUIVALENT <br />GRASPABI L I TY <br />WINDERS- MIN. 6' WIDE o NARROW END <br />MIN. II' WIDTH o 12' FROM NARROW END <br />34' MIN. HANDRAIL HGT. <br />2XI2 TREAD <br />GUT TO FIT <br />IX8 RISER <br />1O' <br />I <br />(3) 10d GUT NAILS <br />0 2X4 P.T. <br />SLEEPER INTO <br />SLAB <br />HAND RAIL <br />1/2' DRYWALL <br />IXIO TRIM <br />-I' NOSING TYP- <br />7 <br />�X <br />3 STAIR SECTION DETAILS <br />SCALE: <br />Design <br />Grou .nc. <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.a bdesigngroup.lbrtl <br />AA #: 0003325 <br />F <br />w <br />y <br />W <br />0 <br />U <br />W <br />0 <br />(r <br />4 <br />U <br />C <br />O <br />BUDDIV. & LOT: <br />SILVERADO <br />LOT 20 <br />BLK 1 <br />PROJECT <br />04128.00 -20001 <br />MODRU <br />4EGB <br />"GALEN" <br />OAIZ/1OE BTIWGO <br />LEFT <br />PAO= <br />MISC. <br />DETAILS <br />%150 MPH EXP. B <br />ARCHRECT: <br />STATE OF FLORIDA <br />1, 11/07/16 <br />BCAXJM 1/4"=1'-0" <br />BiiEET <br />D <br />