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(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />1/2" MINIMUM CEMENT FINISH <br />(2) 2x HEADER TO SIT <br />2x6 / 2x8 WALL BEYOND <br />FLUSH TO THE OUTSIDE <br />STANDARD 3" DIA. TEE <br />SEE PLAN FOR HEADER <br />SEE PLAN FOR SIZE <br />THREADED 3" DIA. EXTENSION <br />CONNECTION <br />SCREW OFF CAP (3" DIA.) —� <br />2x DEAD WOOD @ MID <br />FOR CLEAN -OUT <br />POINTw/(3)12d <br />MIN. EXTENSION FROM <br />DOUBLE 2x TOP <br />TONEAILS SPACED <br />EVENLY <br />EXTERIOR FACE OF BLOCK <br />WALL IS 1 1/2" MAXIMUM <br />VENT OR 2ND FLOOR <br />TYPICAL C.M.U. WALL <br />3/4" FURRING STRIPS <br />1/2" GYPSUM BOARD <br />W/ DRYWALL SCREWS <br />@ 8" O.C. OR 4d <br />DRYWALL NAILS <br />PLATE INTERIOR <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL <br />FACE OF BLOCK WALL IS 21/4" <br />2x BLOCKING @ EACH END W/ 10d @ <br />4" O.C. FROM EACH HEADER FACE <br />TO BLOCKING <br />(2) 2x HEADER <br />PER PLAN <br />vaRlES 2x BOTTOM PLATE W/ (1)10d @ 8" <br />O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S. SL� <br />12 <br />SEE TYPICAL WALL SECTION <br />(TYP) SEE ELEV. <br />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 <br />(3)10d TOENAILS T&B <br />NAILS AT EACH STUD <br />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 />112" EXTERIOR GRADE SHEATHING <br />FASTENED TO TRUSSES WITH 8d COMMON <br />WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C <br />EDGES & 8" O/C FIELD <br />SIMPSON SP1 w/ (10)10d <br />NAILS AT EACH STUD <br />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 />1 #5 VERT. IN CONC. FILLED CELL W/ <br />STD. 90" HOOK IN K.O. BLOCK <br />KNEE WALL ABOVE MASONRY WALL DETAIL <br />MOUNTING BASE NOT SHOWN <br />FOR CLARITY SEE DETAIL <br />K/S4 <br />SEAT FOR BLOCK IS POURED <br />IN PLACE CONCRETE <br />GARAGE FLOOR SLAB <br />TROWEL FINISH SEE <br />GENERALNOTES <br />SLOPE FORWARD <br />FOR DRAINAGE <br />TO DRAIN <br />EXTERIOR <br />WALL <br />WALL CLEAN -OUT q <br />SCALE: N.T.S. S4 <br />7 5/8" 8" 7 5/8" 8" 7 5/8" 8" <br />1ST COURSE 2ND COURSE 3RD COURSE <br />REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE <br />SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE <br />MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D <br />S4 SCALE: N.T.S. S4 <br />■I!!�I�I�I�I�i�!��I■ <br />■■ICI Ili■� <br />■��I�I IIl�L� <br />1O <br />FILL LINTEL AND ALL CELLS ABOVE LINTEL. <br />NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION <br />_ _ = <br />PORT <br />@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. <br />VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />BLOCKING P. <br />PROPERLY. <br />OOF TRUSS <br />O3 <br />SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />® <br />OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT <br />REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON <br />FLOOR PLAN. <br />MOISTURE BARRIER <br />TYPICAL FILLED LINTEL ASSEMBLY <br />SCALE: N.T.S. <br />c <br />SCALE: N.T.S. <br />SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO <br />1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />MOUNTING BASE SHOWN <br />IN POSITION <br />—2x6 MOUNTING BASE <br />J <br />0 <br />FORM CREATES CONCRETE RECESS TO <br />2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW <br />FOR WATER SHED. <br />KEEP STIFFENER BACK FROM SIDES ENOUGH <br />TO ALLOW SPACE FOR FLAT MASONS TOOLS <br />(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY <br />MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />GARAGE ENTRY FORM DETAIL <br />�8x8x16 C.M.U. GARAGE DOOR <br />GARAGE DOOR ROLLER <br />CONNECTION ASSEMBLY <br />GARAGE FLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />-TRACK MOUNTING BRACKET <br />\ `GARAGE DOOR TRACK <br />SCALE: N.T.S. a <br />a <br />POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B <br />BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED <br />FOR GARAGE DOOR AND WATER GARAGE FLOOR. <br />SHED FORWARD THIS DRAWING. <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />sFF <br />N <br />2x CRIPPLES @ -� <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />SIMPSON SP4 w/ (6) <br />10d x 1 1/2" AT EA <br />STUD (USE SP6 FOR <br />2x6 WALL, USE SP8 <br />FOR 2X8 WALL) <br />10d NAILS @ 8" —� <br />O/C TYP. <br />DOUBLE 2x --- <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />SOLID AREAS ARE <br />STEELAND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING -CL <br />VERTICAL JAM <br />5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE <br />FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. <br />CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />NOT TRANSFER LOAD. <br />2x6P. <br />J-BOLT <br />TRACK <br />BRACKET <br />fOP <br />iARAGE <br />i00R <br />W/MOUNTING ANGLE <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />TYPICAL GARAGE DOOR BUCK K <br />SCALE: N.T.S. �S4 <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 />FLAT STRAPS PER CHART ABOVE TO BE BENT <br />OVER TOP PLATE ** HOLD DOWN CONNECTIONS <br />NOT REQUIRED @ BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />2-ROWS 12d NAILS STAGGERED <br />@ 12" O/C EACH FACE OR <br />3-ROWS 12d NAILS STAGGERED <br />@ 12" O/C FOR 2"x10" OR <br />GREATER HEADER <br />1 (2) 2x HEADER SEE PLAN <br />S4 INTERIOR HEADER: <br />(1) 2x SILL PLATE W/ (2) <br />B12d TOENAILS <br />BOX HEADER <br />• EXTERIOR HEADERS: <br />ONLY (1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />• OPENING LARGER THAN 4 FT: <br />(2) 2x SILL PLATE w/ SIMPSON <br />LS30 w/ (6)10d x 1 1/2" EACH <br />SIDE <br />2x STUDS TYP. <br />O� SIMPSON HTT4 TYP. <br />U.N.O. SEE N/S4 <br />HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />P.T. BOT. PLATE BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL rQ <br />SCALE: N.T.S. SL� <br />12 <br />(TYP.) <br />TYP•) SEE ELEV. <br />SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />TRUSSES @ 24" O/C <br />UPLIFT CONNECTOR (SEE <br />SCHEDULE) <br />DOUBLE 2"x4" S.P.F. TOP PLATE <br />7/8" STUCCO FINISH PER ASTM <br />C. 926 APPLY 3 LAYERS W/ <br />TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS <br />3/8" THICK EACH. 3RD LAYER <br />1/8" THICK OVER WATER <br />RESISTIVE BARRIE <br />SIMPSON SP2 w/ (12)10d <br />NAILS AT EACH STUD <br />TRUSS BOTTOM CHORD OR 2x4 <br />1/2" EXTERIOR GRADE SHEATHING <br />CRICKET AS <br />r@BLOCKINGW/ 2-16d TOE NAILS <br />EACH END <br />FASTENED TO TRUSSES WITH 8d <br />REQUIRED <br />COMMON WIRE NAILS @ 4" O/C <br />BOUNDARIES 6" O/C EDGES & 8" <br />BLOCKING ( ) <br />0 <br />O/C FIELD <br />22x <br />TOP PLATE <br />V2-16d <br />2X4 PT STUDS @ 16" O.C. <br />NAILS @ 24" O.C. OR <br />(2) 2X4 PT STUDS UNDER HIP <br />EQUAL TO TRUSS BOTTOM <br />CARRIER/GIRDER TRUSS <br />= _- <br />CHORD OR BLOCKING <br />SIMPSON HETA20 w/ (8)10dx1 112" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />2x STUD @ 24" <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />O.C. MAX. <br />PROVIDE P.A.F. NAILS OR <br />IN KO BLOCK AT EA. STUD <br />MAIN SPAN <br />2x P.T. PLATE <br />EQUAL @ 12" O.C. <br />MOISTURE BARRIER <br />ROOF TRUSS <br />SEE A/S3 FOR <br />STAGGERED FROM BOT. <br />UPLIFT CONNECTOR <br />REINF. INFO. <br />PLATE TO CONCRETE <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />(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 />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <br />SCALE: N.T.S. <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 />• 46,. SPLICE STAGGERED <br />. If10d @ 8" O/C <br />�. . <br />ATTACH ALL J <br />EXTERIOR STUDS <br />WJ 4 16d TOENAILS <br />TO Y6P PLATE <br />NOTE: <br />PLATE LENGTHS MUST BE BOTTOM SPLIC <br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD <br />TOP PLATE SPLICE DETAIL M <br />SCALE: N.T.S. S4 <br />F= 2240 LBS <br />SIMPSON SIMPSON SIMPSON C <br />SP4 SP2 SIMPSON SP4 3P2 <br />2X STUDS @ 24" O.C. <br />8"xl0" "J" BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />SECTION 2X P.T. <br />PLATE <br />SP4 <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />INTO <br />• <br />TRANSOM <br />TRANSOM FRAMING <br />FRAMING <br />SEE SECTION AA/S1 <br />AND BB/S1 FOR <br />ADDITIONAL DETAILS <br />SIMPSON <br />SP1 <br />SIMPSON <br />SIMPSC <br />RECES/ <br />SP4 <br />SP4 <br />NTELS <br />SIMPSON SIMPSON <br />SP4 SP2 <br />r <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP1 SIMPSON <br />SIMPSON SP4 <br />SP4 <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL <br />SIMPSON SP4 <br />�2X <br />TOP PLATE <br />OVERLAPPING <br />—10d NAILS @ 6" <br />STAGGERED <br />J-BOLTS @ 24" O.C. <br />MAX <br />—2X P.T. PLATE <br />SCALE: N.T.S. S4 <br />"x BUILT-UP COLUMN, SOLID MEMBER OR 2 <br />SPF) <br />(3075# SPF) <br />i (4565# SPF) <br />i (5645# SPF) <br />> (6970# SPF) <br />G (9335# SPF) <br />N. 8" <br />'OXIED A.T.R. <br />I & NUT <br />'OXIED A.T.R. <br />1&NUT <br />3XIED A.T.R. <br />I&NUT <br />ROOF TRUSS ABOVE <br />%- 2X BLOCKING <br />I I <br />2X8 P.T. BOTTOM P TE C <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. <br />C (MIN. (2) PER BOTTOM PLATE) <br />SIMPSON C <br />SP4 <br />" <br />I <br />2X8 P.T. BOTTOM - <br />PLATE <br />D <br />5/8"x10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />-(2)16d TOE NAILS <br />EA. BLOCKING <br />2X8 WALL ABOVE <br />ENTRY <br />K.O. BLOCK W/(1) <br />#5 CONT. & <br />FILLED <br />5/8"X10" J-BOLTS <br />@ 2'4- O.C. <br />MASONRY WALL <br />10d NAILS @ 4 A 10d NAILS @ 6" O.C. <br />STAGGERED STAGGERED <br />0 o TRANSOM FRAMING <br />IAI BEYOND. <br />-PLYWOOD FASTENED TO TRUSSES / <br />WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES o E SHEATHING <br />& 8" O/C FIELD <br />S4 B <br />• SIMPSON SP4 w/ (6) 10d x 112" <br />(USE SP6 FOR 2x6 WALL, USE PLYWOOD <br />SP8 FOR 2x8 WALL) SHEATHING <br />• SIMPSON SP2 w/ (12)10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. <br />• SIMPSON SP1 w/ (10)10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM <br />PLATE) <br />ALTERNATE: <br />5/8" DIA. ATR EPDXIED <br />MIN. 6" INTO BOND BEAM <br />@ 24" O.C. <br />FRAMING DETAILS ABOVE ENTRY rR <br />SCALE: N.T.S. S4 <br />N <br />ev <br />0 <br />N <br />0o <br />!V <br />I.- <br />o <br />O <br />> W <br />o <br />ar <br />. C 10 C1 N <br />,t <br />Z <br />zlaz <br />a <br />3g`° <br />d = <br />w m <br />t <br />c E <br />o <br />cy (s <br />�gO VW/V <br />• ~ •'� �2 <br />Uj <br />r06�^�Q <br />F L O� .� <br />S 10 \\N <br />\0" <br />E S <br />� <br />�®retfttt;ii4''\� <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />-4 ,8 <br />Ki <br />y <br />� <br />(a 0 <br />"CD <br />M <br />�/ r/i '� <br />N <br />c) . x LL <br />to N (h V J <br />Q C J LL LL W <br />a 4 <br />—vim <br />Z = " �3 <br />W 0^m o <br />8 <br />W <br />J <br />Z 2 z; IL coz d � <br />ZN OU <br />WUM <br />❑❑ <br />0 R �_ <br />Z N r <br />z � <br />z <br />J <br />z <br />0 <br />� <br />N <br />.� 0 <br />0 m <br />p� <br />0 W p <br />C m <br />LnUl <br />U <br />w � <br />= �$ <br />tz <br />_ . <br />N <br />w <br />M <br />z <br />zo <br />a� <br />LJL <br />E� <br />w� <br />0R <br />z• <br />o <br />E v <br />� <br />F <br />~<= <br />�° <br />z <br />w <br />° <br />z <br />Q <br />oO <br />N <br />�° <br />cz <br />Wzt <br />L <br />�� <br />�g <br />(� <br />g <br />�gLL <br />° <br />z�_ <br />m <br />`sw <br />O <br />o <br />U <br />W <br />T 3 <br />U <br />�W <br />_ <br />�G <br />N <br />z <br />i; 3 <br />d <br />LO <br />L <br />m <br />T <br />Q <br />r <br />N <br />T <br />v! m <br />m <br />LO <br />QI <br />0 N <br />C)O <br />N <br />T <br />0) <br />T <br />Q L <br />r <br />07 <br />o <br />z <br />M <br />z <br />N <br />IE �- <br />11 <br />E v (a <br />t) J Q 0 <br />c <br />3 <br />JOB <br />NO : 22-06458 <br />SCALE : AS NOTED <br />SHEET NO. <br />S4 <br />