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PRECAST HEADEWMIN) <br />2 X 4 (MIN 2 X 3) 1-3/W TAPCON <br />OR DRIVE PIN (MIN SHANK SIZE.H49 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/41) <br />0' FROM EACH END AND W' � <br />O.C. MAX MIN I•I/d' EMBEDMENT? <br />2 X 6 (MIN 2 X 3) 2-3/W TAPCON 8? <br />OR DRIVE PIN (MIN SHANK SIZE.M9 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 11/4') <br />a' FROM EACH END AND V <br />O.C. MAX, MIN I•V4' EMBEDMENT <br />2 X 8 (MIN 2 X 3) 2.3/16 TAPCON <br />OR DRIVE PIN MIN SHANK, SIZE.149 <br />MIN HEAD SIZE 300 2X4 SOLID BLOCKING <br />MIN EMBEDMENT 1 V4') SECURE TO 9HEATHNG W/ <br />MIN. 2.12d PER BLK EA. END <br />S' FROM EACH END AND IS <br />OG. MAX. MIN 1-1/4' EMBEDMENT l/16' COB SHEATHING <br />CMU WALL <br />ARCHWAY DETAIL <br />OBL. TOP PLATE <br />2X4 W'OL. MAX <br />SECURE 2X4 TO <br />WOOD W/2-12d • 6'-a, <br />O.C. STAGGERED <br />PIN MIN SHANK, SIZE <br />.149 MIN NEAR SIZE <br />300 MIN. <br />EMBEDMENT 1)2` WIN <br />e' EA. END NOT TO ARCHWAY <br />EXCEED IS' O.C. <br />MAX <br />2X4 SOLID BT. PLATE <br />BLOCKING SECURE IR' PLYWOOD. <br />TO SHEATHING WITH OR 1/16` OUlB. <br />MIN 242d PER BLK <br />EA, END <br />EXTERIOR ARCHWAY <br />`') SCALE: 1/1'•I'-0• <br />l.(6 OSB. OR IT PLYWOOD aHEATHING <br />IQ. 30 SLOG FELT <br />0 24. WOE 26 GA GALVANIZED METAL <br />FLA914ING <br />MIST ADD DBlO, 36' WIDE AND <br />AND MOT BE A MIN 24' WDE METAL. <br />0 FIBERGLASS SNIMGLES <br />TR10S <br />IR' COG. EHOARD 4 1EXT. <br />SIMPSUgP4 <br />2X4 DBL. TOP PLATE <br />s <br />SIMPSON SP4 <br />• 32' O.C. <br />1/2, DRYWALL <br />OL. <br />2X4 WOOD STUDS •I6' O.C., <br />UN,O. CN TRUSS PLAN <br />2X4 CONT. STRESS <br />BLOCKING MID -WALL <br />.2X4 PT. PLATE <br />SIMPSON SP4 <br />92' O.C. MAX <br />1/2". AB, 32' O.C. <br />:NC. SLAB <br />W. CONT. <br />1-STORY <br />I INT. BEARING WALL <br />7 SCALE: 1/!'•1'-0' <br />NOTE: FOR UAALL9 WINO UPLIFT OR <br />HAS FLOOR LOAD ONLY, DO NOT <br />INSTALL CONNECTORS. <br />DBL. TOP PLATE <br />2X4 16' OG. MAN <br />SECURE 2X4 W/ 2-% <br />NB TAPCOOR DRIVE PN <br />(MIN. SHARK SIZE ,H9 MN, <br />HEAD SIZE 300 MIN <br />EMBEDMENT I V WIN 8' <br />EA END NOT TO EXCEEC <br />IS' OG. MAX <br />2X4 SOLD <br />BLOCKING SECURi <br />TO SHEATHING WITH <br />MIN. 2-12d PER BLK <br />EA ENE <br />PRECAST IEADERMIN) <br />2 X 4 (MIN 2 X 3) 1-11/I6 TAPCON <br />OR DRIVE PIN MN SHANK SIZE.149 <br />MIN HEAD SIZE 300 <br />INEMBEDMENT 1 1/41) <br />e' FROM EACH END AND IS' <br />O.C. MAX. MIN 1-1/4' EMBEDMENT <br />2 X 1, (MN 2 X 3) 2-3/I6 TAPCON <br />OR DRIVE PIN (MIN SHAW 612E.149 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 I14') <br />8' FROM EACH END AND 18' <br />O.C. MAK MIN 1-V4' EMBEDMENT <br />2 X 8 MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN MIN SHANK SIZEMS <br />MN HEAD SIZE 300 <br />IA 09B BHfATHINCs <br />MN EMBEDMENT 1 1/4') <br />2,4 <br />8' PROM EACH END AND E' <br />(WEN OVER W' IN HEK•HT) <br />O.0 MAX. MN 1.1/4' EMBEDMENT <br />2X4 SOLID SLOGGING — <br />SECURE TO SHEATHING W/ <br />MIN 2-Dd PER ELK EA END <br />ARCHWAY DETAIL <br />n16 AND UP <br />SCALE: 1/i'•I'•0' <br />CLOSED VALLEY FLASHING DETAIL <br />DOUBLE TOP PLATE <br />2x4 CONTINOUS STRESS <br />BLOCKING MID WALL <br />2.4 STUDS W' CC- MAX, <br />U ON. <br />I' T 4 G SUBPLOOR GLUEC <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />1ST FLOOR STUDS TO <br />2NO FLOOR STUDS <br />SIMPSON MSTA-36 • 32' <br />O.C. MAX <br />tlSI1.SP4..'OC.MAX <br />PFE-ENG FLOOR TRUSS <br />D <br />OUBLE TOP PLATE <br />2x4 CONTINOUS STRESSBLOCKING MID WALL <br />2x4 STUDS • IW O.C. MAX, <br />UOX <br />1/1'GTP. WL. BO. <br />SECURE ST. PLATE TO SLAB <br />W/ I'x9' ANCHOR BOLT W/ 2WASHER SET IN SIMPSONHIGH STRENGTH EPDXY 1'EMBED. MIN. <br />%o1INT. 2-STORY LB.W. <br />SCALE, IR'•I'-0' <br />PRE -ENE+ TRUSSES OR <br />CONY. FRAMED RAFTERS <br />J} OBB. SHEATHING OR I' <br />COX PLYWOOD SECURED <br />PER FASTENER SCHEDULE <br />2x4 BLOCKING UNDER <br />WALL STUDS 801RE <br />BETWEEN TRUSS BAYS W/ <br />(3) 12d'G EACH END <br />2x DOUBLE TOP PLATE <br />STUDS • 16, O.C. <br />MTS-12 • EVER STUD <br />2X4 SIT. PLATE <br />DORMER <br />9 ATTACHMENT <br />SCALE, I/2'•I'-0' <br />DBL. TOP PLATE <br />SECURE 2 X RIP TO FIT <br />W/2-12d8 b'•S' O.C. MAX. <br />1/9' TEXTURED FINISH <br />l/16' 088 SHEATHING <br />2 X 4 W' O.C. MAX <br />(WHEN OVER W N HIEGHT) <br />2 X 4 (WI -RN OVER WIN HIEGHIT) <br />I/4' TEMPERED MIASONITE <br />GLUE 4 NAIL W8d'S 8'•12' O.C. <br />IF NEEDED, <br />2 X SOLID BLKG • ARCH <br />SECURE W/2-12d EACH END <br />ATTACHMENT PER <br />MANUFACTURER'S SPECS. <br />MTL WDW FRAME <br />MOTE, NO GAP • UOW FRAME <br />TO EXCEED 1/4' <br />/-A'\AR CUTAWAY TAIL <br />2 X 4 (MN 2 X 3) 1-3/I6 TAPCON <br />OR DRIVE PIN MN SHANK SIZE.149 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT I V4'1 <br />a' FROM EACH END AND 18' <br />EXISTNG BLK ABV. <br />O.C. MAX MIN 1.1/4' EMBEDMENT <br />1/4' TEXTURED FINISH <br />2 X b (MIN 2 X 3) 2.3/I6 TAPCON <br />1/8' TEXTURED FINI8H <br />OR DRIVE PIN MIN SHANK SIZEAS <br />MIN HEAD SIZE 300 <br />1/16' 085 SHEATHNG <br />MIN EMBEDMENT 1 114') <br />S.FROM EACH END AND W' <br />2 X 4 W' OC. MAX <br />OL. MAX. MN I•I/4' EMBEDMEM <br />(WHEN OVER W' IN WEIGHT.) <br />2 X 4 (WHEN OVER W' <br />2 X 8 (MN 2 X 3) 2-3/I6 TAPCON <br />W' IN HEIGHT) <br />OR DRIVE PIN (MN SHANK, SIZE.149 <br />MN HEAD SIZE 380 <br />MIN EMBEDMENT 1 V4') <br />2 X SOLID BLKG • ARCH <br />SECURE W/2-12d EACH END <br />6' FROM EACH END AND 18' <br />ATTACHMENT PER <br />O.C. MAX. MIN I-V4' EMBEDMENT <br />MANUFACTURER'S SPECS. <br />MTL WOW FRAME <br />V4' TEMPEI�D MASONITE <br />MOTE: NO GAP • WOW RRM"IE <br />GLUE 4 NAIL W/8d'S 8'-12' 0r— <br />TO EXCEED V4' <br />IF NEEDED. <br />ARCHWAY DETAIL <br />rpm CUTAWAY <br />L SCALE: IR'•I'-0' <br />ROOF TRUSS UPLIFT <br />CONNECTOR NOT <br />SHOILN FOR <br />CLARITY (SEE <br />SHOP DLLGSJ <br />EXTERIOR WALL <br />SHEATHING (SEE <br />NOTES) FASTEN EACH STUD <br />TO DBL. TOP PLATE <br />W/ USP 5PT24 NAIL <br />PER MANUF. SPECS. <br />SECTION AT TOP <br />6OF EXTERIOR WALL <br />SCALE: NT9 <br />ASPHALT SHINGLES OVER <br />-W FELT ON 1/I6' 0.5.5, <br />PRE-EN-G GABLE TRUSS <br />SPF STIFFBACG <br />(SEE SEALD ENG. PACK FOR <br />SIZE <br />4 CONNECTION) <br />2.4 SPF BLOCKING BETWEEN TRUSSES <br />WHERE 'X' BRACNG IS PRESENT <br />`CONT. 1,4 SPF RAT RUN ' <br />SECURED IW (2) 12d'G • EACH <br />TRUSS <br />0) 2.4 <br />•Z S.Y,P. DIAGONAL BRACE W/ (3) <br />0d'G • EACH TRIM (DIAGONAL <br />X-BRACING TO COVER S-TRUSSES <br />I' GYPSUM BOARD OR I' <br />NIGH STRENGTH COG. <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'-0. TO 30'-0' (U X-BRACE <br />30'-I' TO 60'-0' (3) X-BRACE (U X-BRACE • CENTER AND (2) <br />BRACE DIVIDED EQUALT FROM CENTER TO END <br />10 GABLE X-BRACING <br />SCALE: V2'•I'-0' <br />2. RIDGE ONE SIZE LARGER <br />THAN RAFTER SIZE <br />MIN. (3) 12d NAILS OR <br />MIN. (4) I" GUN NAILS <br />Ixb COLLAR TIE AT EVERY OTHER <br />RAFTER W/ <br />MIN. (3) 12d NAILS OR <br />MIN. (4)1" GUN NAILS <br />2x RAFTERS <br />Ix8 NAILER SECURE TO TRUSSES <br />BELOW W/ <br />(2112d NAILS OR <br />(3)11 CAN NAILS • EA. TRUSS <br />RAFTER TO TRUSS MTS-12 <br />CREATE VOID FOR STRAP <br />PRE-ENG. TWOS <br />ALTERNATE CONNECTION �1 C NV. FRAMED ROOF <br />MOTA-24 RAFTER TO MIME SCALE: V2'•I'-0' <br />BETWEEN TRU8SE6 <br />V-0' TO 30'-0' el) 'A'BRACE <br />30'-I' TO 60'-0' (3)'X' BRACE <br />(I 'X' BRACE s CENTER) <br />(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) <br />FIBERGLASS SHINGLES OVER <br />•30 FELT ON 1/I6' CAB. <br />(2) 2X4 •2 SYP DIAGONAIL BRACE <br />W/ 3-12d EA TRUSS ( DIAGONAIL BRACE <br />TO COVER S-TRUSSES <br />2X4 BLOCKING WHERE 'X' BRAC AING <br />IS PRESENT <br />(2) 10d NAILS EA END <br />TO TRUSS <br />SPF STIFFBACK <br />(WE SEALO ENG. PACK FOR <br />SIZE 4 CONNECTION) <br />caw-IQMI <br />1/16, O8B SHEATHING TRUSS 24' oa <br />USE Bd NAILS AT <br />4' o.C. EDGE 4 6' — FIELD <br />U1 3/g g qG y 1/2' CLG. BOARD <br />2X4SI /Mp80N META-24 i &oo'5zM NAIL CON(, RAT . E . T <br />Oft TRUSS W/ (2) Cd � EA TRUSS <br />2X4 SYP RAT ADJACENT <br />TO DIAGONAL BRACE. <br />SHEATHING NAILING TO BE <br />6' OG. IN FIELD DBL TOP PLATE <br />4. O.C.-ALL EDGES W/ed NAILS 2X4 STUD W' O.C. MAX, <br />n2-STORY GABLE END CROSS BRACING <br />SCALE: 1,12'.T-0- <br />• IIl9 UPLIFT <br />SIMPSOM HTSMI20 <br />W/10 IOd TO TRUSS <br />AND (4) 1/4' x 2 I/4' <br />TAPCONS TO CONY <br />POURED LINTEL <br />• 2350 UPLIFT <br />(2) SIMPSOM 14TOM O <br />INSTALLED ON OPPOSITE <br />FACES OF BLOCK WALL <br />UVIO 10d TO TRUSS <br />AND (4) 1/4' x 2 1/4' <br />PRE-SING TRUSS <br />CONTINUOUS <br />BOND BEAM <br />TAP CONE <br />MIN. 2' COVER <br />2' APART <br />�21TRUSS ACHORNRETROFIT <br />N.TS <br />12" Z <br />FINISH o LANDING <br />*2X&P <br />D FF. <br />Z <br />CL <br />1 <br />Ik 36" 1'9iN. FINISH <br />3/4' PLYWOOD WITH <br />LANDING DETAIL 4 12-D COMMONS WINDER DETAIL <br />NAILED THRU 3/4' <br />FINISH w LANDING PLYWOOD INTO <br />3/4' PLYWOOD F;-- 4'CH STRINGER <br />LESS THAN 4' TYP. <br />3-2x12 SYP STRINGER DBL 2XI2 2XI2 TREAD <br />ETWEEN SPINDLES <br />REINFORCED W/2X4 SFIFOR CUT TO FIT <br />R JOIST <br />w/GON7, BEAD of IXs RISER <br />SUB -FLOOR ADHESIVE 10, <br />PL-400 OR SIMILAR o <br />z HAND RAIL <br />EA HORIZONTAL RUN <br />SECURE TREADS TO STRINGER V <br />W/l3Y:B 3' SCREWS 0 EA <br />1) a <br />4 <br />STRINGER, UNTHREADED SHANK <br />1/2' 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) <br />MIN. TREAD 10', MAX. RISER �-3/4' (3) 10d GUT NAILS <br />3/I6' MAX. VARIATION IN RISERS/TREADS <br />m Q <br />ADJACENT TO EACH OTHER SLEEPER INTO <br />SLAB <br />3/5' MAX. VARIATION IN ANY RISER/TREAD <br />HANDRAIL CIRCULAR CROSS SECTION DIA. <br />TO BE 1 3/4' --1/4'OR PROVIDE EQUIVALENT <br />GRASPABILITY 3 STAIR <br />SECTION DETAILS <br />WINDERS- MIN. rc' WIDE o NARROW END <br />MIN. 11' WIDTH * 12' FROM NARROW END <br />34' MIN. HANDRAIL HGT. <br />wpmFA I T e e r s <br />6 <br />Design <br />Grou �R�. <br />L44i N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7748018 <br />FAX: 407-774-4078 <br />www.abdesigngroup.can <br />AA #: 0003325 <br />y <br />C�a <br />W <br />V <br />V <br />O <br />F <br />CF <br />C <br />BVSDIN At W7 <br />SILVERADO <br />LOT 42 <br />BLK 6 <br />PROJRC" <br />04128.000-04261 <br />MODMX& <br />4EAB <br />"1672— ARIA" <br />GARAGR 8wING: <br />RIGHT <br />PAGR: <br />MISC. <br />DETAILS <br />150 . B <br />DRENIT <br />A 10/19/17 <br />8CAIM 1/4"=V-0" <br />elazsa' <br />