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r SECURE 2.6 MIN. TO 131 W/ (2)h' <br />F/ ANCHOR EOLT W/ 2' WASHER SET <br />/ . AIMPAr]u uv nTGCw.Tu <br />EPDXY 4' EMBED. <br />1 <br />SECURE 2x4 ON <br />O <br />FLAT TO ELK <br />W/ CUT NAILS. <br />SIDES, <br />2X6 GARAGE DOOR BUCK W/ (3) <br />USXS' J-BOLTS 4' EMBEDMENT MIN. <br />W/ 2'X2'A WASHER AND NUT <br />Ec <br />SPACED EVENLY FROM FLOOR TO <br />GARAGE DOOR HDR IN JOINTS <br />PRIOR TO FILLING. <br />I-2X6 PT BLOCK • CENTER O' <br />DOOR HEADER W/(UK'X8' J-BOLTS <br />4' EMBEDMENT W/ 2'X2'Wd•' WASHER <br />AND NUT <br />NOTES: <br />ALL ANCHORS SHALL BE IN ACCORDANCE TO <br />MANUFACTURER'S INSTALLATION INSTRUCTIONS WHEN <br />SUCH INSTRUCTIONS ARE MORE STRINGENT <br />UAKAUL vuun <br />BUCK ATTACHMENT <br />SCALE: I/2'•I'-C' <br />2X4X4' SECUI� TO TRI189 W/ 3-12d <br />b'-a' OC. MAX TYP. <br />2X4 SECURE TO 2X4 MILK W/2-12d <br />SECURE TO ELK W/ META-16 <br />,- 2'-0" EXTENSIO ® OPT SERVICE DR. <br />SCALE: <br />2X4 SECURED TO <br />GABLE END <br />UMA2d-EA. UPRIGHT <br />2X4 SECURED TO <br />-2x4 BLOCKING <br />EA RAFTER <br />L EA . <br />RATER <br />KW1'Z5'EA.TE <br />-2x4 RAFTER <br />• 24' OC. <br />�� FRAMED OVERHANG <br />8 NOT USED <br />PRE-ENG TRUSSES W/ TRUSS <br />CONNECTOR VERIFY W/ <br />FRAMING PLAN <br />DOUBLE TOP PLATE <br />CRIPPLE STUDS • 1W O.C. <br />MAX <br />HEADER SIZE PER SIM-SON LSTA-12 • EA JACK <br />SPAN CHART. STUD, BOTH SIDES OF <br />OPENING. <br />2x STUDS • 16' OC. MAX W/ <br />SHEATHING. SHEATHNNG TO BE <br />DOOR/ WITHIN }' OF WINDOW/ DOOR <br />WMDgII OPENING AND SECURE PER <br />OPENING FASTENER SCHEDULE <br />KING STUDS (SEE HEADER <br />SPAN CHART FOR DETAILS <br />AND SPECIFICATION) <br />JACKS (SEE HEADER SPAN <br />�7 CHART FOR DETAILS AND <br />SPECIFICATION) <br />JACK STUD ASSEMBLY TO BE <br />SECURED ONE PLY • A TIME. <br />USE Qd NAIL,, TWO WITHIN b' <br />— FROM EACH END 4 NO MORE <br />IL THAN 12' OC. STAGGERED <br />SP4 OR H5 • TOP AND <br />BOTTOM PLATES • EA. FULL <br />LENGTH STUD, BOTH SIDES <br />OF OPENING. <br />SHEATHING TO LAP TO TOP <br />OF MASONRY WALL. <br />SHEATHING MUST NOT <br />BREAK 1'-4' MIN. FROM 2ND <br />TYP. EXTERIOR WINDOW/ DOOR FLR LINE. <br />cJ OPENING WD FRAMED W FLOOR TRUSS <br />SCALE: I/2'.I'-C' <br />FASTENER SCHEr->UL.E <br />ROOF DIAPHRAGM <br />USE'l/16' ObB. OR I/2' CDX PLY WTH •8 RING SHANK GUN NAILS AT 4' OC. AT <br />SUPPORTED PANEL EDGES AND -6 RING 944MK CAN NAILS AT b' OL. AT <br />WTERT'EDIATE SUPPORTS. SEE DETAIL. <br />ROOF SHEATHING TO GABLE END FRAME <br />USE % GUN NAILS • 4' OC. <br />EXTERIOR SHEATHING <br />USE TA6' OUiB. OR 1/2' PLY WITH -S, RING SHANK GUN NAILS AT 6' OC. AT <br />PANEL SIDES AND % RING SHANK GINNAILS 4' OC. TOP 4 BOTTOM <br />PANEL AND -8 RMG SHANK GUN NAILS AT b' OC. AT <br />INTERI'EDIATE SUPPORTS. SEE DETAIL. <br />NOTE: RING SHAM GIN NAILS SHALL BE PERMITTED AS AN <br />ACCEPTABLE FASTENER FROM ANY MANUFACTURER. <br />NAIL REQUIREMENTS <br />817E HEAD LENGTH CIA C ILE 9TRJ <br />ad ROUND 2 3/8' X3 1100 TOP CORD BLOCKING AT 4' <br />OR T O.C. MAX IN FIRST 2 PRAMING <br />NOTE, NAILS TO BE MFG. BY MEMBER OF INT. <br />STAPLE, NAIL 4 TOOL ASSOCIATION <br />1. 0.113 ICI QI��R <br />3. 16 T02�RI�S�R1� <br />402�I��L���DI�� <br />;L.ZffY�l ' EYA" Y.-TuLr1 y�lyelLL sL yrY.Tu <br />ROOF SHEATHING LAYOUT <br />AND ENDWALL BRACING <br />FOR GABLE END FRAMING <br />SPACES AT EACH END. <br />RAFTER TRU88—\ ROOF SHEAEA THING <br />BUILDING LENGTH <br />�T1 STICK BUILT WALL DETAIL <br />i N.Ts. <br />BPB • EA STUD TOP <br />BOTTOM <br />PRE-ENCs TRISSEB W/TRU9S <br />HEADER CONNECTOR UP TO M~ <br />UPLIFT <br />DOUBLE TOP PLATE <br />SIMPSON MSTA-24 • EA, JACK <br />2x8 STUDS • 16' OC. MAX W/ <br />SHEATHING. SHEATHING TO BE <br />WITHIN }' OF WINDOW/ DOOR <br />OPENING AND SECURE PER <br />FASTENER SCHEDULE <br />4(2) STUDS, (2) JACKS • EA <br />SIDE OF OPENING <br />JACK STUD ASSEMBLY TO BE <br />SECURED ONE PLY • A TIME. <br />USE 12d NAILS, TWO WITHIN 6' <br />FROM EACH END 4 NO MORE <br />THAN 12, O.C. STAGGERED <br />WINDOW SILL W/CRIPPLES <br />I6' O.C. <br />}' DIA ANCHOR BOLT <br />AT i6' 01 MAX WTH T' <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />SIMP9GN MSTAM-24 • EA. <br />JACK BECIMED W/ <br />SPECIFIED ANCHORS <br />2X6 P.T. BOTTOM PLATE <br />5 WINDOW OPENING <br />® 2-STORY WALL <br />TYP. EXT. SHEATHING ATTACIMENT <br />FOR WALL SHEATHING (0813 TO BE <br />STRUCTURAL GRADE) <br />NOTE- TYP. EXT. SHEATHING ATTACHMENT <br />FOR SHEAR 4 UPLIFT (ObB. TO BE STRUCTURAL <br />G LADE) CONNECTORS FROM STUD TO PLATE APE <br />NOT REQUIRED EXCEPT • OPENINGS <br />TRUSS <br />OSB. <br />2X4 <br />BTt1PLA <br />PLATE <br />2X4 DEL. TOP PLATE <br />2X4 STUD W' 01 <br />TA6' 01 <br />U2' AB. W/ MIN. <br />T'EMBEDMENT <br />LOCATE 6'-S' FROM ENDS <br />AND 32' O.G. MAX. <br />TEXTURED FINISH <br />MTS-12 <br />META-16 <br />mE <br />32' OC. MAX. <br />S' CMU WALL <br />PRE-ENGINEERED <br />TRUSS <br />m <br />KNEE WALL DETAIL <br />2 TO BLOCK <br />SCALE: V2'•I'-C' <br />SEC.UIE 2x TO BLOCK <br />W/ (2) J' TAPCCN9 OR <br />DRIVE PIN <br />(MIN SHMK SIZE J45) <br />(MIN EMBED. I }') a g <br />WITHIN 8' OF EACH <br />END AND 18' OC. MAX m\ <br />SPACING. <br />01 SHEATHING ORJ <br />}' COX PLYWOOD <br />2.4 ELOGCS----/ <br />`Cf'AU WALL <br />I.14[cw•t a„ <br />1v �ARCH WINDOW FRAME A SECTION <br />� SCALE: 1/1'•I'-C' <br />d RING SHAW GUN NAILS <br />• 6' OL. IN FIELD <br />r.Rme) <br />•8 2'-- -CREWS • 6'-8' <br />O.C. MAX • EDGE- 4 12' 01 <br />MAX IN FIELD. UNTWREADED <br />'SHANK TO EXTEND BEYOND' <br />THICIGEB- OF SUB -FLOOR <br />SHEATHING <br />TYP. 3/4' T4G SUB -FLOOR DECKING GLUED TO <br />ALL EXPOSED MEMBERS <br />PRE-ENG. TRUSS <br />II 2X TOP PLATE <br />TAb' OBB. <br />2X BLOCKING • <br />TOP OF <br />lAW ObB. <br />2X STUDS 16. OC. MAX <br />2X BTM.PLATE <br />3/4' FLOOR DECKING <br />PRE- ENGINEERED <br />FLOOR RL49 T <br />2X4 • TOP 4 <br />BOTTOM CONT. <br />W/ (5) 12d NAILS <br />5LK. WALL— J--*— <br />(D CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK <br />W/ 1/4' GAP FROM ELK TO OBB. <br />AT <br />(At =04 TE OF2 O1i8�TO III CONTCONT. STRUCTURAL .NNAIL PATTERN <br />O REMAINING AREA TO BE SHEATHED FROM DEL. TOP <br />PLATE TO HORIZONTAL BLOCKING. <br />® SHEATHING • TOP OF WOOD FRAMED WALL TO BE <br />STAGGERED MIN. OF 16' FROM SHEET BELOW <br />O5 INSTALL ALL 8HEETS IW'ACE GRAM PARALLEL <br />TO STUDS <br />EXT. WALL SHEATHING <br />9 SCALE: 1/2'.1'-C' <br />A R C N IT E C T f <br />6 <br />Grou ,��. <br />Design <br />41 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-8078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA A: 0003325 <br />F <br />y <br />Kam, <br />W <br />O <br />y <br />O <br />F <br />F <br />s <br />LOUSD LOT <br />RADO <br />45 <br />K 6 <br />FUOZMT# <br />04128.000— 04561 <br />MODffic <br />4EBB <br />"1828-CALI" <br />GARAGIC E111ING: <br />RIGHT <br />PAGI <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />1 <br />E <br />10/19/17 <br />0: 1/4"=V-0 <br />"T7� <br />