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(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />(2) 2x HEADER TO SIT <br />2x6 / 2x8 WALL BEYOND <br />FLUSH TO THE OUTSIDE <br />SEE PLAN FOR HEADER <br />SEE PLAN FOR SIZE <br />CONNECTION <br />2x DEAD WOOD @MID <br />POINT w/ (3)12d <br />TONEAILS SPACED <br />DOUBLE 2x TOP <br />EVENLY <br />PLATE <br />W <br />BLOCKING @ EACH END W/ 10d @ <br />O.C. FROM EACH HEADER FACE <br />BLOCKING <br />(2) 2x HEADER <br />PER PLAN <br />x BOTTOM PLATE W/ (1) 10d @ 8" <br />O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL 1 <br />SCALE: N.T.S. SL� <br />12 SEE TYPICAL WALL SECTION <br />(TYP) SEE ELEV. PRE-ENGINEERED WOOD <br />TRUSSES @ 24" O/C <br />UPLIFT CONNECTOR <br />(SEE SCHEDULE) <br />DOUBLE 2x4 SPF. #2 <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 />SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B <br />NAILS AT EACH STUD AS REQ'D <br />2x BLOCKING @ MID <br />POINT EVERY OTHER <br />++ . + STUD W/ (3)10d NAILS <br />CRICKET AS REQUIRED <br />SINGLE 2x CONT. BASE <br />PLATE W/ (2)16d TO <br />TRUSS BELOW <br />1/2" EXTERIOR GRADE SHEATHING —� <br />VR FASTENED TO TRUSSES WITH 8d COMMON <br />> WIRE NAILS @ 4" O/C BOUNDARIES 6" 0/C <br />EDGES & 8" O/C FIELD <br />Wit <br />SIMPSON SP1 w/ (10)10d <br />L2 NAILS AT EACH STUD <br />G 2x P.T. PLATE <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />W/ 8" EMBEDMENT <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED SOLID W/GROUT <br />T3 1 #5 VERT. IN CONC. FILLED CELL W/ <br />m STD. 90A HOOK IN K.O. BLOCK <br />LO <br />KNEE WALL ABOVE MASONRY WALL DETAIL <br />VENT OR 2ND FLOOR <br />1/2" MINIMUM CEMENT FINISH <br />TYPICAL C.M.U. WALL <br />STANDARD 3" DIA. TEE <br />3/4" FURRING STRIPS <br />THREADED 3" DIA. EXTENSION <br />1/2" GYPSUM BOARD <br />SCREW OFF CAP 3" DIA <br />SEE TYPICAL WALL SECTION <br />12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C <br />TYP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) <br />DOUBLE 2"x4" S.P.F. TOP PLATE <br />( ) W/ DRYWALL SCREWS 7 5/8 8 7 5/8 8 7 5/8 8 <br />7/8" STUCCO FINISH PER ASTM C. 926 <br />FOR CLEAN -OUT @ 8" O.C. OR 4d APPLY 3 LAYERS W/ TOTAL THICKNESS <br />DRYWALL NAILS 7/8" OVER METAL LATH. FIRST 2 <br />MIN. EXTENSION FROM LAYERS 3/8" THICK EACH. 3RD LAYER <br />EXTERIOR FACE OF BLOCK SOLID AREAS ARE ❑ SOLID AREAS ARE 1/8"THICK. <br />WALL IS 1 1/2" MAXIMUM ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT CRICKET AS REQUIRED <br />EXTENSION FROM EXTERIOR <br />FACE OF BLOCK WALL IS 21/4" INTERIOR 1rw <br />FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12)10d <br />WALL ❑ ❑ NAILS AT EACH STUD <br />TO DRAIN <br />DOOR OPENING DOOR OPENING DOOR OPENING —C� 1/2" EXTERIOR GRADE SHEATHING <br />FASTENED TO TRUSSES WITH 8d <br />j� FE-11 COMMON WIRE NAILS @ 4" O/C <br />EXTERIOR J ❑ ❑ BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) <br />WALL CLEAN -OUT rA WALL ❑ ❑ ❑ O/C FIELD <br />SCALE: N.T.S. S4 ❑ ❑ 2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />1ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8)10dx1 1/2" <br />REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB <br />SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />MANUFACTURER. IN KO BLOCK AT EA. STUD MAIN SPAN <br />TYPICAL SECTION THRU WINDOW rB MASONRY LAYOUT rD MOISTURE BARRIER ROOF TRUSS <br />UPLIFT CONNECTOR <br />S4 SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) <br />AND FILLED W/ GROUT <br />1 #5 VERT. IN CONC. FILLED CELL <br />W/ STD. 90' HOOK IN K.O. BLOCK <br />VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E <br />5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8"ABOVE GARAGE <br />BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED <br />FOR CONCRETE PLACEMENT <br />FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. <br />CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) <br />SCALE: N.T.S. S4 <br />` a ° <br />USS BOTTOM CHORD OR 2x4 <br />LBLOCKINGW/ 2-16d TOE NAILS <br />EACH END <br />w <br />U <br />� � <br />2x TOP PLATE <br />2-16d NAILS @ 24" O.C. OR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING <br />2x STUD @ 24" <br />O.C. MAX. <br />PROVIDE P.A.F. NAILS OR <br />EQUAL @ 12" 0 C <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />NOT TRANSFER LOAD. <br />WALL <br />a ° ° <br />a DOOR STOP <br />° ° ° MOLDING <br />GARAGE <br />DOOR <br />2 x 6 P.T. <br />PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />PSPN516Z w/ (12)16d NAILS <br />TOP 2 ROWS 10d @ 3 O.C. (14 <br />SPLICE NAILS TOTAL) EA. SIDE OF <br />. ' 48„ SPLICE STAGGERED <br />tij� <br />�M� <br />�J <br />G O� ° . ' . 10d @ 8" O/C <br />ST�NC <br />A <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />P.L. 1.8E Fb=2400 PSI (AS PER PLANS) <br />° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) <br />° o • HTT5 w/ (26)10d NAILS (4670# SPF) <br />° ° • DTT2Z w/ (8)1l4" x 1 1/2"SDS (1835# SPF) <br />° o o • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) <br />° ° • HDU4-SDS2.5 wl (10)1/4" x 21/2" SDS (3285# SPF) <br />— • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) <br />• HDU8-SDS2,5 w/ (20)1/4" x 21/2" SDS (5665# SPF) <br />HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) <br />• 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" <br />EMBEDMENT w/ WASHER & NUT <br />° <br />Tfl <br />g" STD. 90°HOOK g�� <br />LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS <br />GREATER THAN 6'-0" WIDE (U.N.O. ON <br />PLAN) <br />OPENING <br />FILLED CELL W/ (1) #5 VERTICAL <br />SEE FDN. PLAN FOR LOCATION <br />2x P.T. PLATE <br />STAGGERED FROM BOT. ATTACH ALL C . FOR DTT2Z USE 1/2" DIA, x 12" EPDXIED <br />SEE A/S3 FOR DOOR TRACK EXTERIOR STUDS A.T.R. MIN. 8" EMBEDMENT w/ WASHER & <br />REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE W/ (4I16d TOENAILS NUT <br />TO TI P PLATE <br />• FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. <br />NOTES:_ ° NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: MIN. 8" EMBEDMENT w/ WASHER & NUT <br />FILL LINTEL AND ALL CELLS ABOVE LINTEL. <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC <br />OVER STUD • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. <br />1Q � ° <br />NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION TYPICAL INTERIOR NON- <br />--- <br />AT LEAST 4'-0" LONG. TYPICAL MIN. 8" EMBEDMENT wl WASHER &NUT <br />PORT <br />--_@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALL j TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M HTT/ HDU TENSION TIE rN <br />0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />BLOCKING (TYP.) PROPERLY. SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS S4 <br />\L-ROOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS <br />UPLIFT CONNECTOR (SEE SCHEDULE) n OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT SIMPSON SIMPSON SIMPSON (_C� <br />REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON <br />FLOOR PLAN. <br />MOISTURE BARRIER <br />TYPICAL FILLED LINTEL ASSEMBLY rG <br />SCALE: N.T.S. S A <br />�1 �F <br />SCALE: N.T.S. <br />x <br />0 <br />0 <br />C2 <br />co <br />N <br />a <br />o <br />MOUNTING BASE NOT SHOWN <br />FOR CLARITY SEE DETAIL <br />E <br />K/S4 <br />= <br />SEAT FOR BLOCK IS POURED, <br />IN PLACE CONCRETE <br />°-��- <br />GARAGE FLOOR SLAB <br />TROWEL FINISH SEE <br />GENERAL NOTES <br />SLOPE FORWARD\ <br />E FOR DRAINAGE <br />0O SEE PLAN FOR FOOTING <br />N DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />0 <br />z <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 />STUDS <br />JACKS <br />STUDS <br />SIZE <br />EA END <br />EA END <br />EA END <br />EA END <br />SIMPSON <br />1'-4' <br />(1) <br />(2) <br />(1) <br />(2) <br />(1)LSTA30 <br />4'- 9' <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9' -16' <br />(3) <br />(4) <br />(2) <br />(4) <br />(2) LSTA30 <br />IT SP4 SP2 <br />SIMPSON SP4 <br />3P2 <br />SIMPSON SP4 <br />ROOF TRUSS ABOVE <br />2X TOP PLATE <br />OVERLAPPING <br />2X BLOCKING <br />2X STUDS @ 24" O.C. <br />8"x10" "J" BOLT <br />NAILED <br />@ 24" O.C. MAX. <br />INTO <br />10d NAILS @ 6' <br />(2) 16d TOE NAILS <br />MIN. (2) PER <br />BOTTOM PLATE <br />2XPT <br />TRANSOM FRAMING <br />TRANSOM <br />FRAMING <br />STAGGERED <br />EA. BLOCKING <br />WIDTH OF OPENING VARIES 4° <br />FORM CONCRETE INSET TO <br />FLAT STRAPS PER CHART ABOVE TO BE BENT <br />SECTION <br />PLATE <br />SEE SECTION AA/S1 <br />AND BB/S1 FOR <br />co <br />2X8 WALL ABOVE <br />CREATE A SOLID BASE FOR <br />OVER TOP PLATE ** HOLD DOWN CONNECTIONS <br />ADDITIONAL DETAILS <br />SIMPSON <br />ENTRY <br />1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. <br />NOT REQUIRED @ BEARING WALLS NOTED <br />SCRAP MATERIAL <br />WITHOUT UPLIFT <br />SP1 <br />W/(1) <br />SEE FLOOR PLAN NOTES FOR <br />SIMPSON SP4 <br />SIMPSON <br />J-BOLTS @ 24" O.C. <br />#5000NTC& <br />r <br />T <br />l <br />REQUIRED CONNECTION <br />RECESS <br />4PSON S 4PSON <br />MAX <br />FILLED <br />o' <br />S N <br />FF�O��I'1' <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 />2x4 (NOM.} RECEIVE GARAGE DOOR AND TO ALLOW <br />3-12" 0/C EACH FACE G <br />3-ROWS 12d NAILS STAGGERED <br />@ 12" O/C FOR 2"x10" OR <br />° <br />° <br />2X8 P.T. BOTTOM P TE <br />MASONRY WALL <br />C <br />FOR WATER SHED. <br />/� <br />2x CRIPPLES @ <br />GREATER HEADER <br />KEEP STIFFENER BACK FROM SIDES ENOUGH <br />16" O.C. W/ (2) 12d <br />B <br />TO ALLOW SPACE FOR FLAT MASONS TOOLS <br />TOENAILS T/B <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. <br />SIMPSON SP4 w/ 6 <br />() <br />(2) 2x HEADER SEE PLAN <br />SIMPSON <br />SIMPSON C <br />(MIN. (2) PER BOTTOM PLATE) <br />SIMPSON <br />C <br />(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY <br />10d x 1 1/2" AT EA <br />1 <br />SP4 <br />SP2 <br />SP4 <br />MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END <br />STUD (USE SP6 FOR <br />• INTERIOR HEADER: <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />2x6 WALL, USE SP8 <br />S4 (1) 2x SILL PLATE W/ (2) <br />10d NAILS @ 4" <br />MOUNTING BASE SHOWN <br />IN POSITION <br />FOR 2x8 WALL) <br />12d TOENAILS <br />STAGGERED <br />A <br />10d NAILS @ 6" O.C. <br />STAGGERED <br />GARAGE ENTRY FORM DETAIL <br />BOX HEADER • EXTERIOR HEADERS: <br />10d NAILS @ 8" <br />ONLY (1) 2x SILL PLATE W/ (2) <br />TRANSOM FRAMING <br />o 0 <br />2x6 MOUNTING BASE <br />SCALE: N.T.S. <br />O/C TYP. <br />12d TOENAILS <br />BEYOND. <br />8x8x16 C.M.U. <br />GARAGE DOOR TRACK MOUNTING BRACKET <br />DOUBLE 2x <br />• OPENING LARGER THAN 4 FT: <br />NAILED INTO <br />TRANSOM <br />PLYWOOD FASTENED TO TRUSSES <br />CRIPPLE STUD <br />(2) 2x SILL PLATE w/ SIMPSON <br />FRAMING <br />WITH 8d COMMON WIRE NAILS @ 4" <br />PLYWOOD <br />TYPICAL (U.N.O.) <br />LS30 w/ (6) 10d x 1 1/2" EACH <br />TRANSOM FRAMING <br />O/C BOUNDARIES 6" O/C EDGES <br />o <br />E SHEATHING <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />SIDE <br />SEE SECTION AA/S1 AND <br />& 8" O/C FIELD <br />S4 <br />CONNECTION ASSEMBLY <br />BB/S1 FOR ADDITIONAL <br />g <br />.;, GARAGE FLOOR <br />TRAVEL DIRECTION OF <br />2x STUDS TYP. <br />DETAILS <br />• SIMPSON SP4 w/ (6) 10d x 1 12" <br />GARAGE DOOR <br />SIMPSON <br />(USE SP6 FOR 2x6 WALL, USE <br />PLYWOOD <br />O� SIMPSON HTT4 TYP. <br />SP1 SIMPSON <br />SP8 FOR 2x8 WALL) <br />SHEATHING <br />U.N.O. SEE N/S4 <br />N�N� <br />8P4 <br />• SIMPSON SP2 w/ (12) 10d NAILS <br />MASONRY <br />MOUNTING BASE DETAIL <br />** HOLD DOWN <br />RECESS <br />SIMPSON <br />SP4 <br />SIMPSON SP1 w/ (10) 10d NAILS <br />WALL BELOW <br />5/8"X10" J-BOLTS @ 24" O.C. <br />�' <br />CONNECTIONS <br />LINTEL <br />MAX. (MIN. (2) PER BOTTOM <br />SCALE: N.T.S. <br />° < <br />NOT REQUIRED @ <br />PLATE) <br />a ° <br />BEARING WALLS NOTED <br />° <br />a <br />ALTERNATE: <br />POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E <br />P.T. BOT. PLATE <br />WITHOUT UPLIFT <br />° °° ° <br />5/8" DIA. ATR EPDXIED <br />BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED <br />° <br />2X8 P.T. BOTTOM <br />MIN. 6" INTO BOND BEAM <br />P <br />FOR GARAGE DOOR AND WATER GARAGE FLOOR. <br />SHED FORWARD THIS DRAWING. <br />WALL HEADER DETAIL Q <br />PLATE <br />@ 24" O.C. <br />FRAMING DETAILS ABOVE ENTRY R <br />PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S4 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. S4 <br />SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) <br />u, <br />z� <br />z�z <br />a <br />z <br />4--J w <br />� o <br />"U <br />— <br />0 L <br />e <br />�m <br />U <br />o <br />to rNi <br />LU <br />❑ ~ 1 <br />C N M <br />go <br />O .78 <br />o CIA <br />_ <br />U <br />L 1L 2 <br />N �o <br />Qo, <br />9<o <br />A <br />' <br />e�o c <br />*04 <br />� -1 <br />0" <br />o► <br />?� <br />A <br />4%; <br />F-91a. <br />\0 <br />o <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 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal Is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />CD <br />z <br />0 a) N <br />4.j CD <br />> Ln M O <br />M <br />a M Ln <br />a. cn •L � <br />N Ln <br />L L <br />a <br />OC V p-00 <br />Q O <br />W <br />z <br />J C:) <br />e{` <br />J <br />Z <br />w� <br />Za <br />�480, <br />�0z�z <br />�w <br />�8 <br />a <br />N <br />U <br />= <br />N <br /><[ <br />Lu <br />YU�YU Q�Q <br />0*' <br />J <br />LLJ <br />o <br />0 <br />{{u� S <br />Q W <br />Q <br />3 <br />Z <br />rl <br />2 <br />W <br />.. <br />WE <br />� <br />O <br />Q <br />Z <br />m <br />N <br />00 <br />Z <br />U <br />2 <br />ui <br />ui <br />SCALE : AS NOTED <br />DATE : 3/7/2018 <br />TECH: JMUROSKI <br />VERSION NO. 5mO <br />SHEET NO. <br />S4 <br />