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PRE-ENSINEERED <br />Tmas <br />4'-C'MIR <br />MTS-12 <br />124 <br />50TTOM PLATE <br />1/1610S.E. <br />(2)12d NAILS AT <br />2X4 <br />EA. STUD. <br />BTM. <br />PLATE <br />—2X4 DBIL. TOP PLATE <br />2X4 STUD V.' OC. <br />111 <br />-mw oe,.B. <br />1/2' As, W1 MIN. <br />EMBEC41ENT <br />NI <br />CIATr &'-W PROM ENDS <br />AND 32' OC. MAX. <br />TEXTURED FINISH <br />MTS-12-V <br />META-16 <br />32' O.C. MAX <br />S' CMU WALL <br />(2)12d NAILS WITHIN 4' OF EA. <br />PRE-ENGINEERE, <br />END 4 (2)12d NAILS <br />- 12' Or. <br />TRUSS <br />MAX IN FIELD. <br />KNEE WALL DETAIL <br />STICK BUILT WALL DETAIL <br />TO BLOCK <br />vv.-v-0. <br />SPS - EA STUD TOP 4 <br />III <br />w <br />Pleg-ENG TM46ES iU/ TRUSS <br />BOT70M <br />SECURE 2.6 MIN. TO ELK <br />F T W1 2' WASI-ER <br />W/ (2) Y,' <br />SET <br />ODNINECTOR VERIFY W/ <br />PRI PLAN <br />TFAASSES WITFAM <br />(�> <br />IN 4.1-1 STRENGTH <br />DOUBLE TOP PLATE <br />WEADE,� <br />CONNECTOR UP TO IAM <br />SECURE 2. TO BLOCK <br />EPDXY 4' EMBED. <br />2X4 SECURED TO <br />UPLIFT <br />LW (2) a- TAPCONS OR <br />GABLE END <br />W/(2)I2d-PA� UPRIGHT <br />CRIPPLE STUDS . IS" oz. <br />MAX <br />DOUBLE TOP PLATE <br />DRIVE PIN <br />(MIN SHANK SIZE JI <br />'ZE <br />HEADER SIZE PER <br />__< <br />2X4 SECURED TO <br />SIMPSON LSTA-12 - EA JACK <br />SIMPSON M$TA-24 - EA� JACK <br />(MIN IffMmEr.>. 111) <br />1.3 <br />GABLE ENS, W/(2)12d <br />SPA14 CHART. <br />STUD'IBOTH SIDES OF <br />2.8 STUDS . 16' O.C. MAX W1 <br />MAX W/ <br />WITHIN a' OF EACH <br />EACH <br />(11-6104. <br />OPEN ING. <br />SHEATHING. SHEATHING TO BE <br />END AND IS' D.C. MAX <br />MAX <br />—L-7— <br />2x STUDS - II MAX W/ <br />WITHIN I- OF WINDOW/ DOOR <br />I <br />SPACING. <br />SECURE 2.4 ON <br />SHEATHING. SHEATHING TO BE <br />OPENING AND SECURE PER <br />FLAT TO ELK <br />WITHIN J' OF WINDOW/ DOOR <br />FASTENER SCHEDULE <br />THING M <br />C-em. SWEATWIW. OR <br />W1 CUT NAILS. <br />OPENING AND SECURE 1 ER <br />(2) STUDS, (2� JACK& - EA. <br />r <br />=A, <br />rox PLYWOOD <br />FASTENER SCHEDULE <br />SIDE or OPENING <br />KING STUD 8 (SEE HEADER <br />JACK STUD ASSEMBLY To BE <br />SPAN CHART FOR DETAILS <br />AND SPECIFICAT ION) <br />SECURE = PLY . A TIME. <br />-D ONE <br />USE 12.1 NAILS. TWO WITHIN &- <br />2x4 BLOCKS <br />It <br />GABLE BLOCKING <br />JACK& (SEE HEADER SPAN <br />THAN 12' OC- STAGGE D <br />CM WALL <br />SIDES, <br />2X& GARAGE DOOR BUCK UW (3) <br />TmJSS <br />2x4 BLOCKIW <br />TF <br />CHART FOR DETAILS AND <br />I ION) <br />SPECIF CAT <br />WINDOW SILL W/CRI LES <br />),.Xa, J-ISOLTS 4' EMBEDMENT MIR <br />E A RAFTER <br />L-M EA� <br />JACK STUD ASSEMBLY 70 BE <br />16, 01C. <br />I <br />W/ 21X2.4 wAe4-ER AND NUT <br />SPACED EVENLY PROM FLOOR TO <br />p-AFTER <br />SECURED ONE PLY A TIME <br />DIA ANIC BOLT <br />GARAGE DOOR HDIRL IN JOINTS <br />—1425 EA. <br />USE 126 NAILS, TWO WITHIN 6' <br />T IS, OC.WOR <br />MAX WITH 1. <br />PRIOR TO FILLING. <br />1-2X& - <br />L <br />PROM EACH END 4 NO MORE <br />THAN T2'O.C. STAGGERED <br />EMSE =NT AND <br />A <br />IA. WASHER <br />W" <br />PT BLOCK CENTER Or <br />DOOR HEADER W/0) Y,'XS'J-BOLTS <br />__:AFTER <br />24' O.C. <br />SPA W5 . TOP AND <br />SIMPSON MSTAM-24 - EA� <br />A' EMBEDMENT kLV 2-X2-Xy.- WASHER <br />2.4 <br />PL <br />SOTTOORM ATES . EA RILL <br />SECURED III/ <br />AND NUT <br />FRAMING <br />LENGTH STUD, BOTH SIDES <br />SPECIFIED ANCHOR& <br />It <br />(TYP) <br />OF OPENING. <br />SHEATHING TO LAP TO TOP <br />OF MASONRY WALL, <br />2X0 P.T. BOTTOM PLATE <br />NOTESt ALL ME IN ACCORDANCE T <br />ALL ANI SH <br />lF <br />M IN ONS <br />ANUFACTURER'S STALLATION INISTRUCTI WHERE <br />SHEATHING MU T NOT <br />SUCH INSTRUCTIONS ARE MORE STRINGENT <br />BFM4K 1'-4* MIN. FROM 2ND <br />GARAGE DOOR <br />TYP. <br />EXTERIOR WIN <br />OW/ DOOR <br />FLRL LINE� <br />r��BUCK ATTACHMENT <br />_PRHANG <br />FRAMEDWTO <br />(-c� <br />�QPENINGWD �RED <br />---SCAL.: <br />1WFLQQ�RTRUSM <br />(��,WINDCIW <br />2 <br />OPENING <br />OR <br />ST Y <br />WALL <br />SCALE, V2'.I'-O* <br />FASTEE-NER 50HEDUL-E-5 <br />NOTE: TYP. EXT. SHEATHING ATTACHMENT <br />ROOF DIAPHRAGM <br />FOR SWEAR 4 UPLIFT (0.6.6. 70 BE STRIACTURAL <br />USE lAr.'O.SZ. OR 1/2'Cr.>X PLY WITH -5 RI SWAJIK <br />GUN NAILS AT 4'OC. AT <br />GP�) CONNECTORS FROM &TUE> TO PLATE AM <br />SUPPORTED PANEL EDGES AND -5 RING SHAW, GUN <br />NAILS AT 6' O-C. AT <br />NOT REQUIRED EXCEPT OPENW-,S <br />PRE -ENS. TRUSS <br />INTERMEDIATE SUPPORTS SEE DETAIL. <br />DEL- 2X TOP PLATE <br />ROOF SHEATHING TO GABLE END FRAME <br />"I <br />14 <br />4,0 <br />USE 'S CAN NAILS - 1C. <br />. . . . . . . . . . . <br />2X BLOCKING <br />EXTERIOR SHEATHING, <br />TOP OF <br />use 1/16- O.S.B. OR 1/2' PLY WITH 48 RING SWANK GUN NAILS AT 6' OjC� AT <br />PANEL SIDES AND -8 RING SHANK GUN NAILS 4'O.C. TOP 4 BOTTOM <br />OAZ. <br />2X STUDS 16' MAX. <br />.8 <br />PANEL AND RING SWANK CAN NAILS AT 6'0,C. AT <br />0. -0 R SWANK CAN 14AILS <br />: <br />INTEIII'llEDIATE SUPPORTS. SEE DETAIL. <br />NOTE Rlw. S44AW GUN NAILS SHALL BE PERMITTED AS <br />ADCEPTABLE FASTENER FROM ANY MANUFACTURER <br />AN <br />I <br />z <br />. , C�.* <br />C, IN FIELD <br />a <br />2X BTM. PLATE <br />3/4' FLOOR DECKINd. <br />NAIL REQUIREMENTS <br />SjlZEj HEAD ST ITIENSILE 8 <br />LEW <br />I <br />F <br />PRIE- ENGINEERED <br />FL <br />20X40R- TOP'S <br />FIE 2 3/8.WIDIA <br />ROUND .115' floApm <br />ORT roD <br />I ld <br />CORD LOCKING AT 4' <br />TOP 5 <br />N <br />OIC. MAX, I FIRST 2 FRAMING <br />SPACES AT EACH END <br />Lu <br />TYP. EXT. SHEATHING ATTAC44MENT ROOF <br />BOTTOM CONT. <br />LU/ `5 12d NAILS <br />NOTE, NAILS TO 15E WIS. BY MEMBER OF INT, <br />RAFTER OR TRU <br />SHEATHING (OSZ. TO BE STRUCTURAL GRADE) <br />WETA-16 <br />ELK. WALL <br />STAPLE, NAIL 4 TOOL ASSOCIATION <br />1 0,113 INCH L40MI <br />ROOF SHEATH <br />(D CONTINUOUS SHEATHING 0 BEGIN AT TOP OF ELK <br />0 ohs. <br />W1 1/4, GAP FROM BLKTT <br />2X4X4'SE W1 3-12dj <br />OZ. MAX 7YP. <br />OF 0011 R SWAM DIAMETE <br />4.0-280 w FULL !19�EAD DjAmETr <br />C'% VIDECK SCREWS - 6'-S' <br />HORIZONTAL 1 5,11, SlFWClUFZAL BLOCKING AT <br />PERIMETER Or X0.6.5. TO PROVIDE CONT. NAIL PATTEIRN <br />5 2 INCH NAIL LENGTH <br />OZ. MAX - EDGE& 4 12' O.C. <br />REMAINING AREA TO Be S+-EATWED FRom DEL. Top <br />2X4 SECURE TO 2X4 ELK W/2-12d <br />MAX IN FIELD. UNTHREADED <br />PLATE TO HORIZONTAL ISLOCKNIS. <br />SECURE TO ELK W/ META-16 <br />(a <br />SHANK TO EXTEND BEYOND' <br />TWIOQESS Or &UM -FLOOR <br />SHEATHING - TOP OF WOOD FRAMED WALL TO BE <br />STAGGERED SWEET <br />ROOF SPEAT�-IING LAYOUT <br />. . . . . . <br />SWEATWIW. <br />MIK OF II BELOW <br />INSTALL ALL %EEtS W/FACE GRAIN PARALLEL <br />AND ENDWALL 5RACING <br />11 BUiL ING LENGTH <br />TYP. <br />EXT. SHEATHING ATTACHMENT <br />TO STUDS <br />2'-0". EXTENSION 0. OPT SERVICE DR. <br />POE G,45LE END FRAMING <br />FOR <br />STRUCTURAL <br />WALL SHEATHING (055 TO <br />GRADE) <br />BE 4 <br />TYP. 3/4' T4G SUB -FLOOR DECKING GLUED TO <br />EXT. tA <br />,4L SHEATHING <br />ALE 1; <br />SCALE, 1/2*-1'-0' <br />ALL EXPOSED MEMBERS <br />A R C N I T E C T 3 <br />Des' <br />, pin <br />G r ZoquSE... <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD , FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #; 0003325 <br />a LOM <br />SILVERADO <br />LOT 33 <br />BLK 6 <br />PRojwT# <br />04128.000-03361 <br />La <br />4EHB <br />"2605—HAYDEN" <br />GAMAGM BrWING: <br />LEFT <br />PAGIC; <br />misc. <br />DETAILS <br />150 MPH EXP. B <br />r <br />mm*'� <br />"pow 11/10/17 <br />SCAM 1/4"=I'-0" <br />mizow <br />D2 <br />