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PRECAST HEADER(MIN) <br />2 X 4 (MIN 2 X 3) 1-3/16 TAPCON <br />OR DRIVE PIN MN SHANK SIZEJ45 <br />MN HEAD SIZE 300 <br />MN EMBEDMENT 1 1/4') <br />e' FROM EACH END AND B' a' <br />O.C. MAX. MN 1-1/4' EMBEDMENT �� <br />2 X 6 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK SIZEJ45 <br />MIN HEAD SIZE 900 <br />MN EMBEDMENT 1 1/4') <br />8'FRCM EACH END AND 19' <br />OC. MAX. MN 1-1/4' EMBEDMENT <br />7 X 8 MN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MN SHAWL SIZEA45 <br />MIN HEAD SIZE 300 <br />2X4 SOLID BLOCKING <br />MIN EMBEDMENT 1 I/4') <br />SECURE TO SHEATHING W/ <br />8' FROM EACH END AND B' <br />MIN. 2-12d PER BLIC EA. END <br />OC MAX. MN 1.114' EMBEDMENT <br />l/16' 09B SHEATHING <br />CM WALL <br />ARCHWAY DETAIL <br />1 16" AND UNDER <br />5CALE: IR'•I'-0' <br />DBL. TOP PLATE <br />2X4 16' OC. MAX. <br />SECURE 2X4 TO <br />D W/1-12d • 6'-S' <br />SECURE 2X4 W/ 2-i6' I I 11 <br />TAPCONB OR DRIVE <br />PIN MN $HANG SIZE <br />J45 MN. HEAD SIZE <br />300 MR <br />EDAr EE"TO Nor io ARCHWAY <br />EXCEED IS' OC. <br />MAX <br />2X4 SOLID <br />BT. PLATE <br />BLOCKING SECURE I2' PLYWOOD. <br />TO SHEATHING WITH OR 1/16' 022B. <br />MIN_ 2-12d PER MILK <br />EA END <br />EXTERIOR ARCHWAY <br />v SCALE: 1/2'•I'-0' <br />14,; O.SB. OR 1(2' PLYWOOD D SHEATHING 1O. <br />0 -30 BLDG. FELT <br />O 24' WIDE 26 GA GALVANIZED METAL <br />FLAMING <br />O MUST ADD DI910, 36' WIDE AND <br />AND MUST BE A MIN 24- WIDE METAL. <br />0 FIBERGLASS SHINGLES <br />TRUSS <br />91MP9C <br />1/2' CLG. BOARD / TEXT, <br />SP4 e <br />SIMPSdN SP4 <br />2X4 DBL. TOP PLATE <br />EVERY <br />• EVERY <br />1/2' DRYWALL <br />OTHER <br />OTHER STUD <br />2X4 WOOD STUDS V.OL. <br />STUD <br />UNO. ON TRJ55 PLAN <br />2X4 CONT. STRESS <br />BLOCKING MID -WALL <br />ld <br />2X4 PT. PLATE <br />91MPBO 1141 <br />f-12' OC. MAX <br />/2'X9' AB. 32' OC. <br />l' EMBEDMENT <br />CONC. SLAB <br />2 S'e CONT" <br />1-STORY <br />- 6 INT. BEARING WALL <br />SCALE: I/2'.1'-0' <br />NOTE: FOR WALLS W/NO UPLIFT OR <br />HAS FLOOR LOAD ONLY, DO NOT <br />HAS <br />CONNECTORS, <br />DBL. TOP PLATE <br />2X4 16. O.C. MAX <br />SEOIRE 2X4 W/ 2-%' <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANC b1ZE .145 MN <br />HEAD SIZE 300 MN <br />EMBEDMENT I Y.' W/N e' <br />EA. END NOT TO EXCEED <br />IS' O.C. MAX <br />2X4 SOUL <br />BLOCKING SECURE <br />TO SHEATHING WITH <br />MIN. 2-12d PER ELK <br />EA. ENE <br />PRECAST HEADER(MN) <br />2 X 4 (MIN 2 X 3) 1-3/16 TAPCON <br />OR DRIVE PIN (MIN SHAWL SIZEJ45 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />e' FROM EACH END AND IS' <br />OC. MAX. MN 1-1/4' EMBEDMENT <br />2 X 6 (MIN 2 X 3) 2-3/16 TAFCON <br />OR DRIVE PIN MIN SHANK SIZEJ45 <br />MN HEAD SIZE 300, <br />MIN EMBEDMENT 1 1/4') <br />8' FROM EACH END AND IS- <br />OC. MAX. MIN 1-I/4' EMBEDMENT <br />2 X S (MN 2 X 3) 2.3/16 TAPCCN <br />OR DRIVE PIN IMIN 9HAAeC 91ZE.145 <br />MIN HEAD SIZE 300 <br />1/I6' OSB SHEATHING <br />MIN EMBEDMENT 1 1/4') <br />2X4 I6' OC. MAX <br />8' FROM EACH END AND IS- <br />(WHEN OVER 16' IN HEIGHT.) <br />OC. MAX MN 1- 1/4' EMBEDMENT <br />2X4 SOLID BLOCKING — <br />SECURE TO SHEATHING W/ <br />MR 2-12d PER BLK EA END <br />ARCHWAY DETAIL <br />4 16 AND UP <br />SCALE• 1/2'.I'-0' <br />/-��CLOSED VALLEY FLASHING DETAIL <br />'J ITS. <br />DOUBLE TOP PLATE <br />2x4 CONTINOUS STRESS <br />BLOCKING MID WALL <br />2.4 STUDS s 16' OC. MAX, <br />UON. <br />T I G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />IST FLOOR STUDS TO <br />2ND FLOOR STUDS <br />SIMP5ON META-36 a 32' <br />OC. MAX <br />PRE-ENG FLOOR TRUSS <br />DOUBLE TOP PLATE <br />2x4 CONTROU9 STRESS <br />BLOCKING MID WALL <br />2.4S TUDS s 16' OC. MAX, <br />v:uo,,L <br />1/2' GYP. ILL. W. <br />SEUURE MT. PLATE TO SLAB <br />W/ I'x9' ANCHOR BOLT W/ 2' <br />WASHER SET IN SIMPSON <br />HIGH STRENGTH EPDXY l' <br />EMBED. MIN. <br />SIMPSON SP4 • 32' OC. MAX <br />/ 7 \ INT. 2-STORY L.B.W. <br />SCALE: 1/2'-F-0' <br />PRE -ENS TRISSE9 OR <br />CCNV. FRAMED RAFTERS <br />a' OBB. SHEATHING OR }' <br />COX PLYWOOD SECURED <br />PER FASTENER SCHEDULE <br />2x4 BLOCKING UNDER <br />WALL STUDS SCIURE <br />BETWEEN TRUSS BAYS W/ <br />(3112d'> EACH END <br />2. DOUBLE TOP PLATE <br />STUDS s Ib' O.C. <br />MTS-12 • EVER STUD <br />2X4 BT. PLATE <br />DORMER <br />ATTACHMENT <br />8 SCALE: <br />05L. TOP PLATE <br />SECURE 2 X RIP TO FIT <br />W/2-12d9 6'-8' OC. MAX <br />1/8' TEXTURED FINISH <br />lAb' 096 SHEATHING <br />2 X 4 16' OL. MAX. <br />lLLHEN OVER 16' IN FIIEGHTJ <br />2 X 4 (WHEN OVER 16' IN HIEGHTJ <br />114' TEMPERED MASONITE <br />GLUE + NAIL W/8d'S 8'-12' OC. <br />F NEEDED. <br />2 X SOLID BLK'G a ARCH <br />SECURE W/2-12d EACH END <br />ATTACHMENT PER <br />MANUFACTURER'S SPECS, <br />MTL W.DW FRAME <br />440TE: NO GAP a WOW FRN"E <br />TO EXCEED 114' <br />ARCHWAY DETAIL <br />CUTAWAY <br />Ly SCALE: IR'.I'-0' <br />2 X 4 (MIN 2 X 3) 1-3/I6 TAPCCN <br />OR DRIVE PIN MIN SHANK SIZE145 <br />MIN HEAD SIZE -100 <br />MIN EMBEDMENT 1 1/49 <br />8' FROM EACH END AND IS' <br />EXISTING BLK ABV. <br />OC. MAX. MIN 1-1/4' EMBEDMENT <br />114' TEXTURED FINISH <br />2 X 6 (MIN 2 X 3) 2-3/16 TAPCCN <br />1/8' TEXTURED FINISH <br />OR DRIVE PIN (MIN 9HANC SIZE.145 <br />MN HEAD SIZE 300 <br />1/16' OSS SHEATHING <br />MIN EMBEDMENT 1 1/4') <br />8' PROM EACH END AND 18' <br />2 X 4 16' O.G. MAX. <br />(WHEN OVER WV IN HEIGHT.) <br />O.C. MAX. MIN 14/4' EMBEDMENT <br />2 X 4 (WHEN OVER 16' <br />2 X 6 (MN 2 X 3) 2-.SA6 TAF=CON <br />16, IN HEIGHT) <br />OR DRIVE PIN (MIN SHAWL SIZEJ45 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1/4') <br />2 X SOLID BLK'G ARCH <br />SECURE W/1.12d EACH END <br />8'PROM EACH END AND B' <br />ATTACHMENT PER <br />OC. MAX. MIN 1-114' EMBEDMENT <br />MANUFACTURER'S SPEC'$. <br />MTL WOW FRAME <br />1/4' TEMPERED MA^ BITE <br />NO GAP • WDW FRAME <br />GLUE 1 NAIL W/8d'S e'-12' OC. <br />TO EXCEED 1/4- <br />IF NEEDED. <br />ARCHWAY DETAIL <br />%1 CUTAWAY <br />$GALE: I/1'•I'-0' <br />ASPHALT SHINGLES OVER <br />30 FELT ON 1/Ib' 0.5B. <br />PRE -ENS GABLE TRUSS <br />SPF STIFFBACK <br />(SEE SEALD ENG. PACK FOR <br />SIZE I CONNECTION) <br />2x4 SPF BLOCKING BETWEEN TRUSSES <br />WHERE 'X' BRACING IS PRESENT <br />CONT. 1,4 SPF FIAT,RUN <br />' <br />SECURED W/ (2112d'e • EACH <br />TRUSS <br />0) 2x4 2 S.YP. DIAGONAL BRACE W/ (3) <br />126's • EACH TRU99 (DINsONAL <br />X-BRACING TO COVER 5-TRUSSES <br />I <br />j' GYPSUM BOARD OR J}' <br />HIGH STRENGTH CLG. <br />NOTE: BOARD <br />DIAGONAL BRACE s CENTER OF TRUSS SPAN OR HIGHEST RIDGE. <br />DIAGONAL BRACE TO BE ! ANY SPAN B'-0' OR GRATER REFER TO <br />TRUSS ENS. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. <br />0'-0' TO 30'-0' (1) X-BRACE <br />30'-1' TO 60'-0' (3) X-BRACE (V X-BRACE ! CENTER AND (2l <br />BRACE DIVIDED EOUALY FROM CENTER TO END <br />%1 GABLE X-BRACING <br />SCALE: I!G'.1'-0' <br />2x RIDGE ONE SIZE LARGER <br />THAN RAFTER SIZE <br />MIN (3) 12d NAILS OR <br />MIN. (4) 1Cd GUN NAILS <br />Ix(. COLLAR TIE AT EVERY OTHER <br />RAFTER W/ <br />MIN. (3) 12d NAILS OR <br />MIK (4) Wd GUN NAILS <br />2x RAFTERS <br />Ix8 NAILER SECURE TO TRUSSES <br />BELOW W/ <br />11) 12d NAILS OR <br />(3) I0d GUN NAILS ! EA TRUSS <br />RAFTER TO TRUSS MTS-12 <br />CREATE VOID FOR STRAP <br />ROOF DECKING OVER <br />PRE-ENG TRUSSES <br />PRIM-ENG. TRUSS <br />CONV. FRAMED ROOF <br />SCALE: 122'.It <br />0'-0' TO 30'-0' (1) 'X' BRACE <br />30'-1' TO 60-0' (3) 'X' BRACE <br />(1 'X' BRACE • CENTER) <br />(2 'X' BRACE DIVIDED EGUALY FROM CENTER TO END) <br />FIBERGLASS SHINGLES OVER <br />30 FELT ON 1/16' 0.Sm. <br />(2) 2X4 2 SYP DIAGONAIL BRACE — <br />W/ 3-12d • EA TRUSS ( DIAGONAIL BRACE <br />TO COVER 5-TRUSSES <br />2X4 BLOCKING WHERE 'X' BF <br />19 PRESENT <br />(2) 10d NAILS EA END <br />TO TRUSS <br />SPF STIFFBACK <br />(SEE SEALD ENG. PACK FOR <br />SIZE / CONNECTION) <br />1/16' OSB SHEATHING — <br />USE 9d NAILS AT <br />4' oc. EDGE / 6' oc. FIELD <br />2X4 W/ 31V X 5 LAG !32' OC. <br />OR 91MP9ON MSTA-24 s 32' O.C. <br />SHEATHING NAILING TO BE <br />6'-e' OC. IN FIELD <br />4' 0C..ALL EDGES W/9d NAILS <br />TRUSS 24' oc. <br />1/2' CLG. BOARD <br />NAIL CONT. RAT RUN TO <br />TR15S W/ (2) 12d • EA TRUSS <br />2X4 SYP RAT ADJACENT <br />TO DIAGONAL BRACE. <br />DBL TOP PLATE <br />2X4 STUD 16' O.C. MAX. <br />11�2-STORY GABLE END CROSS BRACING <br />SCALE: <br />" 1115 UPLIFT <br />511MPSOM HT8MT20 <br />W/10 10d TO TRUSS <br />AND (4) I/4' z 2 1/4' <br />TAP TO CONT <br />POURED LINTEL <br />• 2350 UPLIFT <br />(2) SIMPSOM HTSM20 <br />INSTALLED ON OPPOSITE <br />FACES OF BLOCK WALL <br />W/10 10d TO TRUSS <br />AND (4) 114' x 2 114' <br />TAPCON9 TO CONT <br />-POURED LINTEL <br />-ENS TRJ88 <br />TAP CONS <br />MIN. 2' COVER <br />2' APART <br />12 TRUSS ANCHOR RETROFIT <br />N.T.S. <br />,2 7- <br />FINISH 6 LANDING y: <br />3/4' PLYWOOD F.F. <br />DBL 2X6 <br />36" MiN. F!NiSI-I <br />1 3/4" PLYWOOD WITH <br />LANDING DETAIL 4 12-D COMMONS WINDER DETAIL <br />NAILED THRRIN 3/Z <br />PLYWOOD INTO <br />FINISH B LANDING— <br />ANDING EACH STRINGER <br />3/4' PLYWOOD F.F. , <br />3-2x12 SYP STRINGER DBL 2XI2 <br />REINFORCED W/2X4 SPF�LOOR JOIST <br />W/CONT. BEAD OF <br />SUB -FLOOR ADHESIVE <br />PL-400 OR SIMILAR o <br />EA HORIZONTAL RUN <br />SECURE TREADS TO STRINGER <br />W/(3n 3' SCREWS ® EA <br />STRINGER, UNTHREADED SHANK <br />TO EXTEND BEYOND THICKNESS <br />OF SUB -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 />3/16' MAX. VARIATION IN RISERS/TREADS <br />ADJACENT TO EACH OTHER <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 />GRASPAB I L I TY <br />WINDERS- MIN. 6' WIDE A NARROW END <br />MIN. II' WIDTH m 12' FROM NARROW END <br />34' MIN. HANDRAIL HGT. <br />LESS THAN 4' TYP. <br />2X12 TREAD ETWEEN SPINDLES <br />CUT TO FIT <br />IX8 RISER <br />1m"- <br />HAND RAIL <br />1/2 DRYWALLS <br />IXIO TRIM— <br />(3) 10d CUT NAILS <br />6 2X4 P.T. X <br />SLEEPER INTO <br />SLAB <br />3 STAIR SECTION DETAILS <br />SCALE: 3/4' - P O' <br />• O r Y I T! 1� T! <br />Design <br />Grou ill. <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 All <br />F <br />W <br />h <br />w <br />0 <br />c, <br />0 <br />4 <br />chi <br />y <br />C <br />F <br />O <br />Z <br />d <br />F W <br />d <br />0 O <br />aysnsv ae LOT <br />SILVERADO <br />LOT 12 <br />BLK 1 <br />PltOJMCT <br />04128.001-12001 <br />]IIODEIs <br />4EBB <br />1828— CALI" <br />GAP —ADM 81►ING: <br />RIGHT <br />PAGS: <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />ARCHITECT-- <br />DA 11/02/16 <br />DCAL k 1/4"=f-0" <br />8IiffiET <br />R 5 <br />