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2x RIDGE ONE SIZE LARGER <br />THAN RAFTER SIZE <br />MIN. e3� 12d NAILS OR <br />PRECAST HEADER(MIN) <br />A <br />11114. (4) LOd GUN NAILS <br />2 X 4 (MIN 2 X 3)1-3/* TAPCON <br />DIBL� TOP PLATE <br />1.6 COLLAR TIE AT EVERY OTHER <br />OR DRIVE I -IN (MIN SHAW 61ZEJA� <br />SECURE 2 X R P TO PIT <br />RAFTER W/ <br />HEAD SIZE MV <br />DBL. TOP PLATE <br />W/2-12dS 6*-S'OC. MAX. <br />MR (3) r2d NAILS OR <br />MMIN <br />IN EMBEDMENT 11/41) <br />2X4 16' OC_ MAX�� <br />1/8' TEXTURED rNIS14 <br />MIN. (4) hVd GUN NAILS <br />0' FROM EACH END AND IS' 4 <br />1/16'OSS SHEATHING <br />0,C. MAX MIN 1-1/4'01"MOMENT." <br />2 X 6 (MIN 2 X 3) 2.sA& TAPooN ST <br />x <br />2 X 4 16' DO MA)C <br />2. RAFTERS <br />OR DRIVE PIN (MIN SHAW OIZE.145 <br />-FT-T-9 <br />(WHEN OVER W.' IN HIEGHTJ <br />bS NAILER SECURE TO TRUSSES <br />MIN HEAD 61ZE <br />CURE 2X4 W/ 2-%. <br />11 [1- <br />2 X 4 40ALW OVER 16' IN HIEGHT�) <br />BELOW W1 <br />1300 <br />M 04 EMBEDMENT t/4') <br />PC <br />TA _CNS OR <br />(MR SHANK 61 DIVE PN <br />ZE3=45 <br />I <br />114' TV -Pi MASON TO <br />(2)12d NAILS OR <br />8* FROM EACH END AND IS' <br />HEAD 61 MM <br />Ze <br />GLUE 4 NAIL W/Od'S S*-I2'OC. <br />(3) Wd GUN NAILS - EA, TRUSS <br />O'C' MAX. MIN 1-1/4'EMEC"ENT <br />EMBEDMENT V W/ N 0' <br />F NE ED. <br />2 X 0 (11 2 X 3) 2-3/16 TAPCON k <br />EA. END NOT TO, EXCEED <br />ST. PLA <br />2 X SOLID BLK�3 - ARCH <br />OR DRIVE PIN (MIN 844AW SIZE.145 <br />MIN HEAD SIZE 300 2X4 15LOMWI <br />10, 01C. MAX <br />K <br />SECURE W41-12d EACH END <br />RAFTER TO TRUSS MT&-12 <br />CREATE VOID FOR %* <br />neoLID <br />SE TO 614111 W1 <br />MIN EMBEDMENT 1 1/4') C <br />Si 7 <br />N <br />ATTACHMENT PER <br />E.T4,T <br />f �Tr <br />M tLURE <br />PE L <br />S' FROM EACH END AND 10' MI 2-12d PER 5LK. EA. IND <br />R . 7W <br />HEATWINS, <br />MANILFACTURER'S SPECS. <br />ROOr DECKING OVER <br />O.C. MAX. MIN 1-1/4' EMBEDMENT lAb'OSB <br />1/2'PLYWCOP <br />MlL WDW FRAME <br />PRE-EW. TRUSSES <br />. WA <br />CMU WALL <br />BLOO 2X4 SOLID <br />_K <br />_ING SECURE <br />OR IA6' O.S.S. <br />-NOTE; NO GAP - WIDW FRAME <br />PRE -ENG. TRUSS <br />ARCHWAY DETAIL <br />TO SHEATHING WITH <br />MR 2�15!d PER MILK EXTERIOR <br />ARCHWAY <br />To <br />ARCHWAY DETAIL <br />C 0 ROOF <br />(-T-'\16- AND UNDER <br />WITH WINDOW <br />CUTAWAY <br />�NVr <br />MTA-24 RAFTER TO BLKt, I_Eq�VD <br />SCALE; 1/2'-1'-0- <br />BETWEEN TRUSSES <br />B <br />2 X 4 (MIN 2 X.S� 1-3/16 TAPCON <br />PRECAST <br />OR DRIVE PIN (MIN SHANK, SIZE.145 <br />0'-0 TO 30'-C* (1) 'A'MRACE <br />2 X 4 (MIN 2 X 3)1-3/16 TAPC ON <br />MIN 14EAD SIZE 300 <br />MIN EMBEDMENT 1 114') <br />3101-1: TO 60'-0' (3� 'X' BRACE <br />OR Dmye PIN (MIN SHAW SIMMS <br />&'FROM E W END AND 18' EXISTING 15LK ABV. <br />(I 'X'BRACE - CENTER) <br />MIN 14EAD SIZE 300 <br />O'D. HIM 1-1/4* EMBrOt-1115INT 114- TExTURED FINISH <br />(2 �X' BRACE DIVIDED EQUALY FROM CENTER TO END� <br />1115 UPLIFT <br />DBIL. TOP PLATE -Z <br />2X4 *'Or_ MAX <br />MIN EMBEDMENT 1114') <br />9' PROM EACH END AND V <br />2X& (MIN 2 X 3) 2-3/W, TAPCON 112V TEXTURED FNIe44 <br />SIMPSOM HTSM20 <br />SECURE 2X4 TO <br />OC. MA>C MIN 1- 1/4' EMBEDMENT Ei <br />11 <br />OR DRIVE FIN (MIN SHAW, SIMMS <br />FIBERGLASS SHINGLES OVER <br />WOOD W/2-12d - 6'-D* <br />2 X " (MIN 2 X 3) 2-3/16 TAPCON <br />MIN HEAD SIZE 300 1/16' 086 SHEATHING <br />-30 FELT ON 1AWOS.B. <br />AND (4)1/4' . 2 1/4' <br />OC. STAGGERED <br />OR DRIVE PIN (MIN SHAW 61211 <br />MIN EMBEDMENT 1 114') <br />PO <br />TA _DNS TO CONT <br />M HEAD 61ZE 2300 <br />2 X 4 I&'OC. MAX. <br />POURED LINTEL <br />SECURE 2X4 W1 2-V <br />MIN EMBEDMENT 1 1/4') <br />1'. FROM EACH END AND IS' <br />?WWEN OVER 16- IN Wi <br />C.C. MAX. MIN 1-1/4' SMISEDMENT 2 X 4 (WHEN OVER 1. <br />P <br />(2 2X4 -2 SY DAGONAIL BRACE <br />2310 LIM IFT <br />TAPGONS OR DRIVE <br />OC. M M NI-1/4' EMBEDMENT <br />1 <br />X 8 (MIN 2 X B) 2-3/16 TAPCON 16' N HEIGHT.) <br />W/ a-12.1 . EA TRUSS ( DIAGONAL BRACE <br />TO COVER 5-TRUSSES <br />2) SIMPSOM 14TSM20 <br />PIN (MR SHAW SIZE <br />MIN. HEAD SIZE <br />2 X 8 (MANX 2 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHAW SIZEI45 <br />INSTALLED ON OPPOSITE <br />.145 <br />300 mrr-L <br />OR DRIVE PIN (MIN SHANK SIZE.145 <br />2 X SOLID ISLKY. - ARCH <br />MIN HEAD SIZE 300 <br />FACES OF BLOCK WALL <br />EMBEDMENT I VWIN <br />MIN HEAD SIZEI"O 1/16'065 Wl* <br />SECURE W/2-12cl EACH END <br />MIN EMBE ENT 11/4*) <br />2X4 BLOCKING WHERE 'X' BRACING <br />U/10 10d TO TRU <br />sl/94 <br />li END NOT TO w <br />nATI41 <br />M IN EMSEOMENT 1/4*) 2x4 16- o A, <br />a. PROM EACH END AND 10' ATTAC441ENT PER <br />IS PRESENT <br />AND (4)1/4' x 1 <br />EXCEED IS'OC. <br />a. FROM EACH END AND 1. (WHEN OVER 16' IN MIGHT) <br />CC. MAX. MIN 1-1/4' EMBEDMENT MANIFACTURERS 0"C.S, <br />(2) kOd NAILS EA END <br />7A <br />TAPCONS TO CONT <br />POURED LINTEL <br />MAX <br />2X4 SOLID-/ <br />DID. MAX MIN 1-1/4, EMIMM'ENIT <br />2X4 SOLID BILOCKINd, <br />MTL WOW FRAME <br />.1. NO GAI <br />1/4' TWIPERED M460NITE 440TEz NO GAP - (LOW PR.611E <br />TO TRUSS <br />� I � <br />ISL ING, SECURE <br />SECURE TO SHEATHING Wl <br />MIN. 2-12d PER BLK EA END <br />GL UE A NAIL WSdS &'.12* OC TO EXCEED 1/4' <br />SPF STIPPSACK <br />TO SHEATHINS, W17H <br />MR 2-12.1 PER BILK <br />IF NEEDED: <br />(SEE SEALD rN3. PACK FOR me A -A is 8 8 m is is is in 8 8p is 11 is A 11 x llm9nm* <br />SIZE 4 CONNECTION) <br />FRE-11W. TRAS <br />EA END <br />ARCIjWAY DETAIL <br />ARCHWAY DETAIL <br />Lc, <br />rq`\EXTERIOR ARCHWAY <br />�AAND UP <br />CUTAWAY <br />1/16, 065 SWEATWIW. TRUSS 24'­ <br />CONTINUOUS <br />BOND BEAM <br />USE Od NAILS <br />4- ­ EDGE AeT' -FIELD <br />1/2' CLQ. BOARD <br />2X4 X T <br />OR 51 Ml 4�40 :32'.O.0 M NAIL CON , RAT R.N TO <br />24 32 6Z. MAX TRUSS W (2)12d - EA. TRUSS <br />2X4 SYP RAT ADJACENT <br />I A <br />ROOF TRUSS UPLIFT <br />TO DIAGONAL BRACE. <br />CONNECTOR NOT <br />SHEATHING NAILING TO BE <br />O.C. IN IE 0 OBIL TOP PLATE <br />6 4 F LI <br />TAP - <br />M N. 2 COVER <br />\ " <br />U. <br />SHOUN FOR <br />4: 0,C.-ALL EDGES tI/Sd NAILS <br />2 Al R' <br />CLARITY (SEE <br />2X4 STUD 16' D.C. MAX. <br />44OF DUr <br />Q 11W 0.6.5 OR PLYWOOD SHEATHING <br />2 STORY GABLE END CROSS BRACING <br />TRU-aE-.ANCHOR RETROFIT <br />-30 BLDG. FELT <br />Or -ALE! 1/2'-1'-0' <br />N.T.S. <br />24. WIDE 2& GA. GALVANIZED METAL <br />- A014W. <br />rL <br />MUST ADD DMIC, 316- Wl E AND <br />EXTERIOR WALL <br />AND MST BE A MIN 24'WIDE METAL. <br />SHIEATHIW3 (SEE <br />7' <br />12 <br />NOTES) FASTEN EACH STUD <br />-FINISH 0 LANDING <br />FIBERGLASS SHINGLES <br />TO DeL. TOP PLATE <br />3/4' PLYWOOD FP. <br />LU/ USP SPT24 NAIL <br />PER MANUF. SPECS. <br />SECTION AT TOP <br />CL <br />IDBL 2Xro <br />(R-�CLOSED VALLEY FLASHING DETAIL <br />OF EX ERIOR WALL <br />17x- <br />�� _XT <br />36' 1-11N, FiN�eH <br />3/4' PLYWOOD WITH <br />PRE-EW. TRJJ&5E OR <br />ASPHALT SHINGLES OVER <br />W FELT ON <br />4 12-D COMMONS WINDER DETAIL <br />LANDING DETAIL <br />CONV. 0 RAFTE" <br />7\ <br />-EW. GAISLA TRUSS <br />=TFPSACK <br />NAILED THRU 3/4' <br />PRE-EW. TRUSS <br />DOU15LE TOP MATE <br />PLYWOOD INTO <br />2x4 CONTINOUS STRESS <br />(SEE SEALD EN3. PACK FOR <br />SIZE 4 CONNECTION) <br />FINISH * LANDING H STRINGER <br />R PRE -FAE <br />BLOCKING MID WALL <br />S 4MIPSON I <br />2.4 SPF BLOCKING BETWEEN 7RUSSES <br />B/4" PLYWOOD r.F. <br />/2'CLG.=RD 4 TEXT. <br />2x4 6 S * 160 OjC. MAX, <br />SP4 32, TUD <br />WHERE 'X'ISRACNG, IS PRESENT <br />LIE65 THAN 4' TYP. <br />2X4 COL. TOP PLATE <br />SIMPSON "I <br />O.C. UO.N, <br />3-2xI2 SYP STRIN GER I D5L 2X12 2X12 TR4EADETWEEN SPINDLES <br />D <br />-W'DRYWALL <br />2X4 WOOD STUM -I6'OClll <br />T 4 G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />m 11 <br />REINFORCED W/2X4 sPrOR CUT To FIT <br />UJILO ON TMJ96 PLAN <br />FASTENER SC14EDULE <br />W/CONT, BEAD Or- FLOOR JOIST 'g, RI <br />ixe RISER <br />2X4 CONt STRESS <br />IST FLOOR STUDSTO <br />2ND FLOOR STUDS <br />SUB-FLOCR ADHESIVE <br />BLOCKING MID -WALL <br />SIMPSON MSTA-36 32. <br />PL-400 OR SIMILAR ID HAND FRAIL, <br />O.C, MAX <br />EA HORIZONTAL RUN <br />SECURE TREADS TO STRINGER <br />,�X4 PT. P ATE <br />.0 EAT I- OR <br />J'0.5.5. SHEATHING OR <br />Uj/(3)05 3' SCREWS ID EA <br />A <br />1 <br />S!�� SP4 <br />32 OC. MAX <br />PRE-Ews FLOOR TRUSS <br />X Si <br />cox PLYWOOD SECURED <br />DD <br />CONT. 2.4 SPF RAT R 14 <br />STRINGER, UNTHREADED SHANK 1/2' DRYWALL <br />1/2"'A.15, 32' O.C. <br />DOUBLE TOP PLATE <br />PER FASTENER SCHEDULE <br />R r SCHEDULE <br />SECURED W/ (2)12d'. EACH <br />TO EXTEND BEYOND THICKNESS <br />EMISEDM ENT <br />2x4 CONTINOUS STRESS <br />rWAOHIER <br />I- UNDE. <br />2.4 I-SLOCKING UNDER <br />Twee <br />(2) 2,x.4 12 S.Y.P. DIAGONAL BRACE W1 (3) <br />OF: SU5-FLOOR SHEATHING IXIO TRIM--� <br />BLOCKING MiD WALL <br />WALL ZSTLCIS SCURE <br />12d EACH TRUSS (DIAGONAL <br />NOTE: <br />C SLAB <br />2x4 STUD$ . 16' O.C. MAX, <br />UON. <br />WEEN W <br />BETWEEN TRUSS BAYS W1 <br />(3)12d'. EACH END <br />X-BRACIW. TO COVER 5-TRU&SES <br />11 NOSING TYP. <br />STAIRS R15ERS TO CONFORM <br />15'. CONT. <br />1/2' GYP, WL, W. <br />2� DOUBLE TOP PLATE <br />P <br />GYPSUM 50ARD OR <br />TO F5CR 5T�4 EDITION (2014) <br />SECURE ST. PLATE TO SLAS <br />STUDS - 16* CC. <br />HIGH S7REW.TW CLG. <br />NOTE: BOARD <br />MIN. TREAD 10', MAX. RISER 1-3/4' (3) 10d CUT NAILS <br />U/ XS' ANC44OR BOLT W1 2' <br />SET IN SIMPSON <br />MTS-12 EVER STUO <br />S.,� EVE Z <br />DIAGONAL ISRA,=E CENTER OF TRUSS SPAN OR HIGHEST RIDGE. <br />1D 2X4 P.T, <br />3/16' MAX. VARIATION IN RISERS/TREADS <br />HIGH STRENGTH EPDXY <br />2X4 5T. PLATE <br />DIAGONAL SPACE TO BE * ANY SPAN 5'-0- OR GRATER REFER TO <br />TRUSS ENG, FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. <br />SLEEPER INTO <br />ADJACENT TO EACH OTHER <br />EMISED_ MIN. <br />0'�O: TO 30'-V' (1) X-BRACE <br />SLA5 <br />3/8' MAX. VARIATION IN ANY RISER/TIREAD <br />I -STORY <br />SIMPSON SP4 6 32- OC. MAX <br />30'-1 TO X-BRACE (1) X-EIRACE - CENTER AND (2� <br />DORMER <br />BRACE DIVIDED EQUALY FROM CENTER TO END <br />HANDRAIL CIRCULAR CROSS SECTION DIA. <br />INT. BEARING WALL <br />INT. -STORY LB.W. <br />n9 TTA FN�T <br />f MI <br />@lo�gGAABLLE X-BRACING <br />TO 15E 1 3/4* ­1/4' OR PROVIDE EQUIVALENT <br />C <br />-jP __'�STAIR <br />I: C U"FT R� <br />SO <br />L <br />SO -0' <br />SCALE: 1/2'.1' <br />rq SECTION DETAILS <br />WINDERS- MIN. (o' WIDE o NARROW END 03 <br />HAS FLOOR LOAD ONLY , DO NOT <br />INSTALL CONNECTOFS. <br />MIN. 11' WIDTH tv 12' FROM NARROW END SCALE: 3/4'cl'-V <br />34'MIN. HANDRAIL HGT. <br />A R C N I T E C T 8-1 <br />6 <br />Des n <br />G r aouslOv. a.. <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FIL 32750 <br />PH: 407-774-6078 <br />FAK 407-774-4078 <br />www.abdosigngroup.com <br />AA #. 0003325 -A <br />`7 <br />F-sumirv. a, Lo <br />SILVERADO <br />LOT #12 <br />BLK #6 <br />ipnojwT# <br />04128.000-01261 <br />mopmflu <br />4EGB <br />"GALEN" <br />GARA039 8111111 <br />RIGHT <br />3PAGN: <br />misc. <br />DETAILS <br />%150 MPH EXF. Bj <br />ARCHI7111ECT: <br />STATE Or- F=LOPM <br />r-pyaNT <br />DAIM 11/8/17 <br />NICALM 1/4"=I'-0" <br />8*1zmw <br />% D5 <br />