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.a <br />PRECAST HEADEWMIN) <br />2 X 4 (MIN 2 X 3) 1-3A6 TAPOON <br />OR DRIVE PM (MIN 84" 5IZP148 <br />MIN HEAD SIZE 300 <br />MINEMBEDMENT 1 1/4') <br />e' PRCM EACH END AND 18' <br />ornAX MIN I-I/4' LRMBEDI'ENT = <br />2 k 6 MIN 2 X')2.3/I6 TAPCON? <br />OR DRIVE PIN (MIN SHMK SIZE.145 w" <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4'1 <br />8' FROM EACb H END AND ' <br />OZ.MAX MIN I-V4' EMBEDMENT <br />2 X 8 (MIN 2 X 3) 2.3A6 TAPCON <br />OR DRIVE PM (MIN SHANK SIZE148 <br />MIN HEAD SIZE 300 <br />2X4 SOLID BLOCKING <br />MINEMBEDMENT 111/4') <br />SECURE TO SHEATHING W/ <br />Vl/*' <br />e' PROM EACH END AND B' <br />MIN, 2-12d PER MILK EA. END <br />O.G. MAX. MIN I-V4' EMBEDMENT <br />088 SHEATHING <br />CMU WALL <br />ARCHWAY DETAIL <br />1 18" AND UNDER <br />DBL. TOP PLATE <br />2X4 I6' O.C. MAX: <br />SECURE 2X4 TO <br />D W/2-12d • 6'-8' <br />O.C. STAGGERED <br />PIN MIN SHANK SIZE <br />.146 MIN. HEAD SIZE <br />300 MIN <br />7 <br />EMBEDMENT IV W/M <br />8• EA END NOT TO <br />p <br />ARC;141 1,4 <br />EXCEED IS' O.G. <br />MAX <br />2X4 SOLID <br />MIT. PLATE <br />BLOCKING SECURE <br />1/J' PLYWOOD - <br />TO SHEATHING WITH <br />OR I/W' OSB. <br />MIN. 2.12d PER SLK <br />EA END <br />rq-1EXTERIOR ARCHWAY <br />v <br />SCALE: I/t'•1'-0' <br />0 144 DOB. OR) PLYWOOD SHEATHING <br />Q7. F30 DLOG. FIT <br />O 24' WIDE 26 GA GALVANIZED METAL <br />PLASHING <br />MUST ADD DISIO, 36' WIDE AND <br />AND MUST BE A MIN 24' WIDE METAL. <br />O FIBERGLASS SHINGLES <br />DEL. TOP PLATE <br />2X4 IS- CO. MAX <br />SECURE 2X4 W/ 2A <br />TAPCONS OR DRIVE PIN <br />(MIN SHANK SIZE A46 MIN <br />HEAD SIZE 300 MIN <br />EMBE fIENT I V WAN 6' <br />EA ETD NOT TO EXCEED <br />B' O.C. MAX <br />2X4 SOLIC <br />5L000342 SECURE <br />TO SHEATHING U3ri <br />MIN. 2-126 PER SLK <br />EA ENL <br />PRECAST HEADER(MM) <br />2 X 4 MIN 2 X 3)1-3/16 TAPCCN <br />OR DRIVE PM (MIN SHANK SIZE145 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />a' FROM EACH END AND 0- <br />O.C. MAX. MIN 1.1/4' EMBEDMENT <br />2 X 6 MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PM (MIN $MANIC 61ZE146 <br />MIN HEAD 8122.300 <br />MIN EMBEDMENT I V49 <br />8• FROM EACH END AND IV <br />O.C. MAX. MIN 1-1/4' EMBEDMENT <br />X 8 <MM 2 X 3) 2.3A6 TAPCON <br />2X. <br />OR DRIVE PM MIN SHANK SIZE345 <br />MIN HEAD SIZE 300 <br />1/16'HE 6' 050 SWATHING — <br />MIN EMBEDMENT 1 V4') <br />2X4 14' O.C. MAX <br />8' FROM EACH END AND B' <br />(WHEN OVER W' M HEIGHT.) <br />O.G. MAX. MIN 1-1/4' EMBEDMENT <br />2X4 SOLID BLOCKING — <br />SECUE TO SHEATHING W/ <br />MIN 2-1241 PER BLK EA END <br />ARCHWAY DETAIL <br />�1 18 AND UP <br />SCALE: V2'.I'-0• <br />5 CLOSED VALLEY FLASHING DETAIL <br />Nr13. <br />I <br />IR' GLG. BOARD 4 TEA <br />S. • 32' <br />4 32" <br />SIMPSON SP4 <br />2x4 DBL, TOP PLATE <br />O8P4 C. <br />• 32' O.C. <br />1/2' DRYWALL <br />2X4 WOOD STUDS -W' O.C., <br />UN.O. ON TRUSS PLAN <br />2X4 GCNT, STRESS <br />BLOCKING MID -WALL <br />X4 PT. PLATE <br />SIMPSON SPA <br />32, O.C. MAX <br />I/2'XS' AB. 92. O.C. <br />I'EMBEDMENT <br />CONIC. SLAB <br />2 'S's CONT. <br />1-STORY <br />7 INT. BEARING WALL <br />SCALE: 1/J•.I'-0' <br />T. <br />FOR WALLS WINO UPLIFT OR <br />HAS FLOOR LOAD ONLY, DO NOT <br />INSTALL CONNECTORS. <br />DOUBLE TOP PLATE <br />2x4 OCHTINOUS STRESS <br />BLOCKING MID WALL <br />2x4 STUDS • 16' OZ. MAX, <br />USN. <br />j• T 4 G SUBFLooie GLUED <br />AND SCREWED AS PER <br />FASTENER 80I$DULE <br />1ST FLOOR STUDS TO <br />2ND FLOOR STUDS <br />SIMP50N META-36 • 32' <br />O.C. MAX <br />PRE-ENG FLOOR TRUSS <br />DOUBLE TOP PLATE <br />2.4 CONTNNOUS STRESS <br />BLOCKING MID WALL <br />2.4 STUDS • IV O.C. MAX, <br />UOx <br />1/2, GMT. WL. 5D. <br />SECURE ST. PLATE TO $LAE <br />W/ ANCHOR SOLT W/ Z' <br />WASHER SET IN SIMP80N <br />HIGH STRENGTH EPDXY I' <br />EMBED. MIN. <br />SI M-SON SPA • 32. O.C. MA: <br />%11NT. 2-STORY L.B.W. <br />SCALE, 1/2'.P-V <br />PRE-ENG TRUSSES OR <br />CONY. FRAMED RAFTERS <br />I}' O.S.B. SHEATHING OR <br />COX PLYWOOD SECURE <br />PER FASTENER 6CHEOA <br />2.4 BLOCKING UNDER <br />WALL STUDS SCURE <br />ETUEEN TRUSS BAYS W/ <br />(3) 12d'. EACH END <br />2x DOUBLE TOP PLATE <br />STUDS - 16. OL. <br />MTS-12 • EVER STUD <br />2X4 ST. PLATE <br />DORMER <br />9 ATTACHMENT <br />SCALE, I/U'.I'-0' <br />Oft. TOP PLATE <br />SECURE 2 X RIP TO FIT <br />W//-12dS 6'-S' O.C. MAX <br />1/91' TEXTURED FINISH <br />1/16' o8E SHEATHING <br />2 X 4 IS' OO. MAX <br />(WHEN OVER *'IN HISGHTJ <br />2 X 4 AMEN OVER W' IN HIEGMTJ <br />I/4' TEMPERED MASONITE <br />GLUE 4 NAIL W/Sd'S 8'-12' OG. <br />P DEEDED. <br />2 X SOLID MILK'G • ARCH <br />SECURE W/2.12d EACH END <br />—MTL WOW FRAME <br />NOTE, NO GAP • WOW FRAME <br />TO EXCEED 1/4. <br />ARCHWAY DETAIL <br />A CUTAWAY <br />SCALE. IR•.I'-0' <br />2 X 4 (MIN 2 X 3) 1-3A6 TAFNZM <br />OR DRIVE PIN (MIN SHANK 61ZEJ48 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT I V4') <br />8' FROM EACH END AND 18' <br />EXISTING ELK ASV. <br />O.C. MAX. MIN 1.1/4' EMMSEDMENT <br />1/4'TEXTURED PMISH <br />2 X 6 MIN 2 X 3) 2-3/16 TAPC24 <br />I/8' TEXTURED FIN16W <br />OR DRIVE PIN (MM SHANK $IZEJ45 <br />MIN HEAD SIZE 300 <br />IA6' 098 SHEATHING <br />MIN EMBEDMENT 1 1/4') <br />8' PROM EACH END AND 16' <br />2 X 4 16' O.G. MAX <br />(WHEN OVER IS' IN HEIGHT.) <br />O.C. MAX MIN 1-1/4' EMBEDMENT <br />2 X 4 (WHEN OVER 16' <br />2 X 8 (MIN 2 X 3) 2-3A6 TAPCON <br />16' M HEIGHT.) <br />OR DRIVE PIN (MIN SHANK SIZE.145 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 I/49 <br />2 X SOLID E.KIG • ARCH <br />6ECURE W12-124 EACH END <br />8' PROM EACH END AND 18' <br />ATTACHMENT PER <br />OC. MAX MIN 1-1/4' EMBEDMENT <br />MANUFACTURER'S SPEC'e. <br />MTL WOW FRAME <br />1,14' TEMPERED MASONITE <br />NO GAP • WOW FRAME <br />GLUE 4 NAIL W/8d'8 S'-12' O.C. <br />TO EXCEED 1/4' <br />IF NEEDED. <br />ARCHWAY DETAIL <br />%n1 CUTAWAY <br />SCALE: IR'•I'-0' <br />ROOF TRUSS UPLIFT <br />CONNECTOR NOT <br />SHOU.N FOR <br />CLARITY (SEE <br />SHOP 0111135.) <br />EXTERIOR WALL <br />SHEATHING (SEE <br />NOTES) FASTEN EACH STUD <br />TO DBL. TOP PLATE <br />W/ U5P 5PT24 NAIL <br />PER MANUF. SPECS, <br />SECTION AT TOP <br />6)a_ <br />F EXTERIOR WALL <br />LE+ TUTS <br />ASPHALT SHINGLES OVER <br />W FELT ON V16. O.S.B. <br />ggPPPRFFE-ENG GABLE TRUSS <br />(BEESSEALDENG. PACK FOR <br />SIZE 4 CONNECTION) <br />2.4 SPF BLOCKING. BETWEEN TRUSSES <br />WHERE 'X' BRACING 16 PRESENT <br />�-- CONT. 2.4 SPF RAT RN ' <br />SECURED W/ (2) 12d'+ EACH <br />TRUSS <br />(2) 2x4 -2S.Y.P. DIAGONAL BRACE W1 (3) <br />12d. a EACH TRUSS (DIAGONAL <br />X-BRACING TO COVER 5-TRUSSES <br />I' Gr-SU M BOARD OR ✓'' <br />NIGH STRENGTH CLG. <br />NOTE: BOACID <br />DIAGONAL BRACE • CENTER OF TRUSS SPAN OR HIGHEST RIDGE. <br />DIAGONAL BRACE TO BE • ANY SPAN S'-0. OR GRATER REFER TO <br />TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. <br />0'-0' TO 30'-0' (I) X-BRACE <br />30'-1' TO 60'-0' (3) X-BRACE CV X-BRACE • CENTER AND (V <br />BRACE DIVIDED EMALY FROM CENTER TO END <br />�n1 GABLE X-BRACING <br />lv SCALE: U2•.I'-0' <br />2x RIDGE ONE SIZE LARGER <br />THAN RAFTER SIZE <br />MIN. (3)12d NAILS OR <br />MIN. (4) 10d GUN NAILS <br />Ix6 COLLAR TIE AT EVERY OTHER <br />RAFTER W/ <br />MIN. (3) 12d NAILS OR <br />MIN. (4) Od GIN NAILS <br />a�3:= <br />Ixe NAILER SECURE TO TRUSSES <br />BELOW W/ <br />(2) 12d NAILS OR <br />(3) 10d GUN NAILS • EA TRUSS' <br />RAFTER TO TRUSS <br />CREATE VOID FOR <br />ROOF DECKING OVER <br />PRE-ENG TRUSSES <br />PRE-ENG. TRUSS <br />CONV. FRAMED ROOF <br />SCALE: I/!'.I•_0• <br />0'-0' TO 30'-0' (U 'X' BRACE <br />30'-1' TO 60'-V (31'X' BRACE <br />(I 'X' BRACE • CENTER) <br />(2 X. BRACE DIVIDED EOUALY FROM CENTER TO END) <br />FIBERGLASS SHINGLES OVER <br />'-0 FELT ON IA6' 0.65. <br />(2) 2X4 F2 SYP DIAGONAIL BRACE <br />W/ 3.12d • EA TRUSS ( DIAGONAIL BRACE <br />TO COVER 5-TRUSSE5 <br />2X4 BLOCKING WI -ERE 'X' BRACING <br />15 PRESENT <br />(2) " NAILS EA END <br />To TRUSS <br />SPP STIFFSACK <br />(SEE SEALO ENS. PACK FOR <br />SIZE 4 CONNECTION) <br />1A6' 08S SHEATHING — <br />USE 8d NAILS AT <br />4' ox:. EDGE + 6' o4:. FIELD <br />OR SIU/MPSreOIJXM6T,k.A :332' oLl <br />SHEATHING NAILING TO BE <br />b' OG. IN FIELD <br />4' OZAALL EDGES W/8d NAILS <br />TRUSS 24' o- <br />1/2• CLG. BOARD <br />NAIL CONT. RAT MN TO <br />TRUSS W/ (2) 12d • EA. TRUSS <br />2X4 SYP RAT ADJACENT <br />TO DIAGONAL BRACE. <br />DBL TOP PLATE <br />2X4 STUD 16' O.G. MAX <br />2-STORY GABLE END CROSS, BRACING <br />SCALE: 1/2'-P-0• <br />• I115 UPLIFT <br />SfMPSCM HTOM20 <br />WAC 10d TO TRUSS <br />AND (4) 1/4' x 2 1/4' <br />TAPCONS TO CONT <br />POURED LINTEL <br />F 23" UPLIFT <br />(2) SIMP50M PTSM20 <br />INSTALLED ON OPPOSITE <br />FACES OF BLOCK WALL <br />W40 Od TO TRUSS <br />AND (4) 1/4' x 2 1/4' <br />TAPC," TO CONT <br />-POURED LINTEL <br />TRUSS <br />CONTINUOUS <br />BOND BEAM <br />9TRU1 <br />3 <br />ANCHOR RETROFIT <br />NT.S. <br />12° <br />FINISH S LANDING 7 <br />3/4' PLYWOOD FF. <br />z <br />- — - -- <br />DBL 2XS � <br />\ f MIN. FINISH <br />�6" <br />yl <br />3/4' PLYWOOD 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 SYP STRINGER DEL 2XI2 2XI2 TREApfETWEEN <br />SPINDLES <br />REINFORCED W/2X4 SPF�OOR <br />CUT TO FITW/CONT. <br />JOIST <br />BEAD OF IX8 RISERSUB-FLOOR <br />ADHESIVE0'PL-400 OR SIMILAR <br />HAND RAIL <br />EA HORIZONTAL RUN <br />E <br />SECURE TREADS TO STRINGER <br />IIII a <br />W/(3)08 3' SCREWS 0 EA <br />4 -v <br />STRINGER, UNTHREADED SHANK <br />Y"i 1/2' DRYWALL <br />TO EXTEND BEYOND THICKNESS <br />OF SUB -FLOOR SHEATHING <br />* IXIO TRIM <br />NOTE: <br />1' NOSING TYP. <br />STAIRS RISERS TO CONFORM <br />TO FBCR 5TH EDITION (2014) (3) 10d GUT NAILS <br />MIN. TREAD 10% MAX. RISER 1-3/4' <br />3/16' MAX. VARIATION IN RISERS/TREADS SLEEPER INTO <br />m <br />ADJACENT TO EACH OTHER SLAB <br />3/6' MAX. VARIATION IN ANY RISER/TREAD <br />HANDRAIL CIRCULAR GROSS SECTION DIA. <br />TO BE 1 3/4' «-I/4' OR PROVIDE EQUIVALENT <br />GRASPA5ILIT7 3 STAIR <br />SECTION DETAILS <br />WINDERS- MIN. 6' WIDE 0 NARROW END <br />MIN. 11' WIDTH a 12' FROM NARROW END <br />34' MIN. HANDRAIL HGT. <br />• Den E r E E r• <br />6 <br />G ous. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-774-4078 <br />www.abdesigngroup.com <br />AA N: 0003325 <br />F <br />N <br />y <br />Kam, <br />w <br />0 <br />W <br />C <br />e� <br />C <br />z <br />s';W0 • as LOT <br />SILVERADO <br />LOT 18 <br />LOT 6 <br />PROJffiCT <br />04128.601-01861 <br />MODDLT <br />4EHB <br />"2605—HAYDEN" <br />QAltAGM NIM90: <br />RIGHT <br />PAGM: <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />D TM 11/08/17 <br />aDCALM 1/4"=1'-0" <br />eIts= <br />D5 <br />