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(2) 2x6 OR (2) 2x8 VENT OR 2ND FLOOR <br />SEE TYPICAL WALL SECTION <br />TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C <br />STANDARD 3" DIA. TEE 3/4" FURRING STRIPS �P) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) <br />(2) 2x HEADER TO SIT THREADED 3"DIA. EXTENSION DOUBLE 2"x4" S.P.F. TOP PLATE <br />2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE 1/2" GYPSUM BOARD <br />SEE PLAN FOR HEADER SEE PLAN FOR SIZE SCREW OFF CAP (3"DIA.) W/DRYWALL SCREWS <br />7 5/8" 8 7/8" STUCCO FINISH PER ASTM C. 926 <br />CONNECTION FOR CLEAN -OUT @ 8" O.C. OR 4d " 7 5/8" 8" 7 5/8" 8" APPLY 3 LAYERS W/ TOTAL THICKNESS <br />DRYWALL NAILS <br />2x DEAD WOOD MID MIN. EXTENSION FROM 7/8" OVER METAL LATH. FIRST 2 <br />@ EXTERIOR FACE OF BLOCK LAYERS 318" THICK EACH. 3RD LAYER <br />POINT w/ (3) 12d SOLID AREAS ARE SOLID AREAS ARE 1/8" THICK. <br />TONEAILS SPACED WALL IS 1 1/2" MAXIMUM ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT CRICKET AS REQUIRED <br />DOUBLE 2x TOP EVENLY EXTENSION FROM EXTERIOR <br />PLATE FACE OF BLOCK WALL IS 21/4" INTERIOR ❑ ❑ ❑ FULL 8x8x16 BLOCK USP SPT24 @ EA. STUD <br />HEADER FLUSH TO OUTSIDE OPTION WALL <br />TO DRAIN <br />CL DOOR OPENING DOOR OPENING DOOR OPENING � 1/2" EXTERIOR GRADE SHEATHING <br />J FASTENED TO TRUSSES WITH 8d <br />BLOCKING @ EACH END W/ 10d @ ❑ COMMON WIRE NAILS @ 4" O/C <br />LT(2 <br />O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING <br />( ) <br />BLOCKING WALL CLEAN -OUT A WALL ❑ ❑ ❑ O/C FIELD <br />(2) 2x HEADER SCALE: N.T.S. S4 <br />PER PLAN F111 2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />x BOTTOMPLATE W/ (1) 10d @ 8" 1ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS <br />VARIES O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE <br />REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE <br />SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. USP HTA20 @ EA. STUD <br />2 x 6 (MIN.) FRAME <br />MANUFACTURER. LMAIN SPAN <br />MOISTURE BARRIER <br />WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW rB MASONRY LAYOUT rD ROOF TRUSS <br />UPLIFT CONNECTOR <br />8"X8"X16" K.O.00K W/ 1 #5 CONT, <br />SCALE: N.T.S. S4 S4 SCALE: N.T.S. S4 . AND FILLED .GROUT (SEE SCHEDULE) <br />12 SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED CELL <br />(Np) SEE ELEV. PRE-ENGINEERED WOOD W/ STD. 900 HOOK IN K.O. BLOCK <br />TRUSSES @ 24" o/c VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAILrE <br />BLOCK W/ <br />UPLIFT CONNECTOR KNOCK-OUT1) #5 FOR CONCRETE PLACEMENT 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE <br />(SEE SCHEDULE) NOTCH LINTEL WHERE REQUIRED <br />( FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS 2,000 PSI MIN. <br />SCALE: N.T.S. <br />DOUBLE 2x4 SPF #2 - CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) S4 <br />TOP PLATE <br />2x S.P.F. STUDS @ 16" O.C. <br />SINGLE 2x CONT. TOP <br />PLATE W/ (2)12d INTO <br />TRUSS ABOVE <br />2x CLOSURE WALL W/ <br />STUDS @ 16" O.C. W/ <br />USP SPT24 @ EA. STUD (3)10d TOENAILS T&B <br />AS REQ'D <br />2x BLOCKING @ MID <br />POINT EVERY OTHER <br />+++ + STUD W/ (3)10d NAILS <br />CRICKET AS REQUIRED <br />i <br />SINGLE 2x CONT. BASE <br />PLATE W/ (2)16d TO <br />TRUSS BELOW <br />AM <br />. 90rHOOK1!_ <br />.. <br />• • .IBII <br />OPENING <br />_ <br />FILLED CELL W/ (1) #5 VERTICAL <br />SEE FDN... LOCATION <br />I <br />NEVI <br />IiI�T� <br />1i91GREATER <br />■�lII <br />li�Z <br />III <br />IIII� <br />�_ <br />■III. <br />III <br />TRUSS BOTTOM CHORD OR 2x4 <br />BLOCKING W/ 2-16d TOE NAILS <br />@ EACH END <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />NOT TRANSFER LOAD. °. WALL <br />PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />a a <br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />2"x BUILT-UP COLUMN <br />a ° <br />a DOOR STOP <br />PSPN516Z w/ (12)16d NAILS <br />SEE PLAN FOR MORE INFO <br />w <br />° . <br />a ° MOLDING <br />TOP SPLICE <br />° <br />z a <br />a <br />2 ROWS 10d @ 3" O.C. (14 <br />° °° <br />18-10d NAILS <br />2x TOP PLATE co <br />GARAGE <br />NAILS TOTAL) EA. SIDE OF <br />, <br />2-16d NAILS @ 24" O.C. OR <br />DOOR <br />48*SPLICE STAGGERED <br />°° • <br />° <br />EQUAL TO TRUSS BOTTOM <br />N. <br />° ° <br />CHORD OR BLOCKING <br />2 x 6 P.T. <br />7 <br />�'�J/NJ <br />5l8"DIA. X 12" EPDXIED ATR <br />W/ MIN. 8" EMBEDMENT <br />• <br />2x STUD @ 24" <br />G O�STgN 10d @ 8" 0/C <br />*MAX 5/8" W/ 5/8" W.A. W/ <br />51/2" MIN. EMBED <br />O.C. MAX <br />ROVIDE P.A.F. NAILS OR <br />C <br />2x P.T. PLATE EQUAL @ 12" O.C. <br />A <br />STAGGERED FROM BOT. <br />SEE A/S3 FOR <br />DOOR TRACK <br />ATTACH ALL <br />EXTERIOR STUDS <br />0 <br />UPLIFT= 4290# (SPF / SYP #2) <br />PLATE TO CONCRETE <br />REINF. INFO. <br />W/MOUNTING ANGLE <br />W/ 4 16d TOENAILS <br />TO P PLATE <br />NOTES: a NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC <br />1/2" EXTERIOR GRADE SHEATHING 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. ,- " OVER STUD <br />FASTENED TO TRUSSES WITH 8d COMMON NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION TYPICAL INTERIOR NOW AT LEAST 4 0 LONG. TYPICAL <br />WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C = _ = PORT <br />EDGES & 8" O/C FIELD - @EACH VERTICAL REBAR &DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALLK" j TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M USP H1716 N <br />USP SPT22 @ EA. STUD BLOCKING (TYP.) VERIFY T ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 S4 <br />2x P.T. PLATE SCALE: NTS <br />�ROOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />W/ 8" EMBEDMENT 4 OPENINGS LESS THAN OR EQUAL TO V-0" IN WIDTH DO NOT USP C <br />UPLIFT CONNECTOR (SEE SCHEDULE) REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. FLOOR PLAN. <br />MOISTURE BARRIER <br />AND FILLED SOLID W/GROUT <br />TYPICAL FILLED LINTEL ASSEMBLY rG <br />1 #5 VERT. IN CONC. FILLED CELL W/ <br />STD. 90A HOOK IN K.O. BLOCK SCALE: N.T.S. S4 <br />KNEE WALL ABOVE MASONRY WALL DETAIL rF� �7 <br />SCALE: N.T.S. St� <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPENING <br />2" x 4" WALL <br />2" x 6" WALL <br />STRAPS <br />JACKS <br />I STUDS <br />JACKS <br />STUDS <br />SIZE <br />EA END <br />EA END <br />EA END <br />EA END <br />1'-4' <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) USP LSTA30 <br />4' - 9' <br />1 (2) <br />(3) <br />(2) <br />(2) <br />(1) USP LSTA30 <br />9' -16' <br />1 (3) <br />(4) <br />(2) <br />(4) <br />(2) USP LSTA30 <br />FU SP SPT4 SPT24 USP SPT4-]SPT24 <br />XPT <br />SP SPT4 <br />ROOF TRUSS ABOVE <br />2X TOP PLATE <br />2X STUDS @ 24" O.C. <br />OVERLAPPING 2X BLOCKING <br />/8"xl0" "J" BOLT NAILED <br />@ 24" O.C. MAX. INTO <br />10d NAILS @ 6" -(2) 16d TOE NAILS <br />MIN. (2) PER TRANSOM <br />STAGGERED EA. BLOCKING <br />BOTTOM PLATE TRANSOM FRAMING FRAMING <br />WIDTH OF OPENING VARIES 4 FORM CONCRETE INSET TO <br />FLAT STRAPS PER CHART ABOVE TO BE BENT <br />SECTION <br />PLATE <br />SEE SECTION A A/S1 <br />CREATE A SOLID BASE FOR <br />OVER TOP PLATE ** HOLD DOWN CONNECTIONS <br />• • <br />AND BB/S1 FOR <br />ADDITIONAL DETAILS <br />is <br />2X8 WALL ABOVE <br />ENTRY <br />1/2"X910 PLYWOOD WALL ABOVE. <br />NOT REQUIRED @ BEARING WALLS NOTED <br />SCRAP MATERIAL --,BLOCK <br />J <br />WITHOUT UPLIFT <br />SP SPT22 <br />W/(1) <br />;. <br />SEE FLOOR PLAN NOTES FOR <br />USP SPT4 <br />SP SPT4 USP SPT4 <br />-BOLTS @ 24" O.C. <br />#5 ONTOC& <br />REQUIRED CONNECTION <br />RECESS <br />MAX <br />FILLED <br />o <br />S�c�A p0� <br />�9N <br />2-ROWS 12d NAILS STAGGERED <br />LINTEL <br />2X P.T. PLATE <br />5/8"X10" J-BOLTS <br />@ 2'-0" O.C. <br />FORM CREATES CONCRETE RECESS TO <br />@ 12" O/C EACH FACE OR <br />3-ROWS 12d NAILS STAGGERED <br />° <br />° <br />MASONRY WALL <br />2x4) RECEIVE GARAGE DOOR AND TO ALLOW <br />( FOR WATER SHED. <br />2x CRIPPLES @ <br />@ 12" 0/C FOR 2"x10" OR <br />a <br />ZX8 P.T. BOTTOM P TE <br />C <br />GREATER HEADER <br />KEEP STIFFENER BACK FROM SIDES ENOUGH <br />16" O.C. W/ (2) 12d <br />TO ALLOW SPACE FOR FLAT MASONS TOOLS <br />TOENAILS T/B <br />\ <br />5/8"xl0" "J" BOLT @ 24" O.C. MAX. <br />USP SPT4 w/ (6) <br />USP C <br />(MIN. (2) PER BOTTOM PLATE) <br />(THIS ISA RECOMENOATION FOR CONSTRUCTION OF THIS FORM. ANY <br />10d x 1 Y" @ 24" <br />USP SPT4 <br />SPT24 SP SPT4 <br />C <br />MATERIAL OR METHOD MAY BE USED PROVIDED END <br />O.C. <br />(2) 2x HEADER SEE PLAN <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />S4 <br />MOUNTING BASE NOT SHOWN <br />MOUNTING BASE SHOWN <br />10d NAILS 8 <br />@ " <br />INTERIOR HEADER <br />10d NAILS @ 4" <br />10d NAILS @ 6" O.C. <br />FOR CLARITY SEE DETAIL <br />IN POSITION <br />GARAGE ENTRY FORM DETAIL <br />O/C TYP. <br />BOX HEADER (1) 2x SILL PLATE W/ (2) <br />STAGGERED <br />A <br />STAGGERED <br />K/S4 <br />2d TOENAILS. <br />ONLYTRANSOM <br />FRAMING <br />SEAT FOR BLOCK IS POURED <br />2x6 MOUNTING BASE <br />SCALE: N.T.S. <br />DOUBLE 2x <br />EXTERIOR HEADERS <br />IORHE <br />o 0 <br />BEYOND. <br />IN PLACE CONCRETE <br />CRIPPLE STUD <br />(1) 2x SILL PLATE W/ (2) <br />NAILED INTO � <br />GARAGE FLOOR SLAB <br />/-8x8x16 C.M.U. <br />GARAGE DOOR TRACK MOUNTING BRACKET <br />TYPICAL (U.N.O.) <br />12d TOENAILS. OPENING <br />LARGER THAN 4 ft (2) 2x <br />TRANSOM <br />FRAMING <br />PLYWOOD <br />TROWEL FINISH SEE <br />GENERAL NOTES <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />SILL PLATE W/ MP3 CLIPS <br />EACH SIDE <br />TRANSOM FRAMING <br />SEE SECTION AA/81 AND <br />PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS 4" <br />o <br />E SHEATHING <br />SLOPE FORWARD <br />CONNECTION ASSEMBLY <br />�2x STUDS TYP. <br />BB/S1 FOR ADDITIONAL <br />@ <br />O/C BOUNDARIES 6" O/C EDGES <br />g <br />FOR DRAINAGE <br />GARAGE FLOOR <br />TRAVEL DIRECTION OF <br />DETAILS <br />& 8" O/C FIELD <br />GARAGE DOOR <br />USP HTT16 TYP. U.N.O. SEE N/ <br />** <br />USP <br />- <br />HOLD DOWN CONNECTIONS <br />SPT22 <br />PLYWOOD <br />OpF�,4 NOT REQUIRED @ BEARING <br />SHEATHING <br />,:..� <br />MOUNTING BASE DETAIL <br />WALLS NOTED WITHOUT UPLIFT <br />RECESS <br />LINTEL <br />SP <br />SPT4 <br />SP <br />MASONRY <br />WALL BELOW <br />5/8"X10" J-BOLTS @ 24" O.C. <br />SPT4 <br />MAX. (MIN. (2) PER BOTTOM <br />SCALE: N.T.S. <br />< <br />PLATE ) <br />EE PLAN FOR FOOTING <br />• <br />POURED CONCRETE BASE FOR 'BOTTOM OF MOUNTING B E <br />P.T. BOT. PLATE <br />a a° d <br />a <br />E"IALTERNATE: <br />ATR EPDXIED <br />DIMENSIONS <br />BLOCK WARECESSED SPACE TO BE 2" ABOVE FINISHED <br />WALL <br />2X8 P.T. BOTTOM <br />MIN. BOND BEAM <br />FOR GARAGE DOOR AND WATER GARAGE FLOOR. <br />PLATE <br />@24"o.c. <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />P <br />SHED FORWARD THIS DRAWING. <br />WALL HEADER DETAIL rQ <br />FRAMING DETAILS ABOVE ENTRY rR <br />SCALE: N.T.S. <br />SL� <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. S4 <br />5/8"x10" "J" BOLTS @ 24" O.C. MAX. <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />(MIN. (2) PER BOTTOM PLATE ) <br />��4� <br />LO <br />ZM <br />0 <br />zoij <br />z <br />J <br />a <br />z <br />cn <br />Lu <br />4--J(Pro <br />Q <br />U — <br />M_ <br />0 w <br />v) <br />o <br />O p <br />U <br />mr- <br />0)M <br />W <br />8O <br />cMn <br />C co <br />M <br />O N <br />= 40)), <br />UN <br />w Llo <br />� e <br />Nan <br />us o v <br />Q cm <br />�i < <br />A <br />B <br />, <br />N.0 BYD C <br />Do <br />N <br />Z' o <br />.g <br />µ � �M{sp� C <br />�LLt� NSW <br />qx <br />'�+ C <br />Lou <br />r��...a <br />> O�. , <br />Z Q�san � <br />z <br />_ <br />W CL L I j "AM <br />UP* <br />M � <br />rlltes{ci•�� <br />❑ ❑ <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />0 <br />ON <br />Z <br />0cu1-, <br />r>(f)MO <br />�M <br />Q � M Ln <br />��On <br />� <br />Q U_ <br />fl. ^ <br />I— <br />Q� U CL 00 <br />Q � <br />E <br />Z M <br />J � <br />W <br />oZ <br />0 <br />zaa <br />��o-, <br />4V0 <br />�Lu <br />Zz <br />�LL 8 <br />~ W <br />oZ <br />za <br />'<z <br />0 <br />M <br />01 3 <br />jE <br />S <br />0 <br />U <br />ru <br />cf) <br />Lu <br />ZO <br />J96 <br />C <br />rj <br />ILL, <br />Q <br />u�od <br />z <br />N <br />W� <br />ogw <br />J <br />N <br />afE <br />WO� <br />rLn-i <br />Ill <br />x <br />LLJ <br />X <br />Q <br />f¢ Z o <br />a <br />I <br />'Cr <br />M <br />Q <br />z <br />w0 <br />z <br />k <br />Z <br />z <br />�O <br />01 <br />r4.. <br />g <br />LIJ <br />= <br />r, <br />� <br />a <br />L <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />S4 <br />