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01 <br />w <br />I <br />-a- <br />0 <br />N <br />i <br />m <br />CD <br />0 <br />N <br />`o <br />0 <br />-n <br />0 <br />n <br />0 <br />J <br />in <br />0 <br />d- <br />0 <br />a <br />N <br />0 <br />to <br />E <br />0 <br />9 <br />r 7- <br />U <br />v <br />0 <br />UI <br />UU <br />-2 <br />0 <br />O <br />0 <br />U <br />J <br />LZ <br />CV <br />N <br />0 <br />N <br />a <br />0 <br />N <br />0 <br />m <br />0 <br />�1 <br />(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 FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE <br />SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION <br />CONNECTION SCREW OFF CAP (3" DIA.) <br />2x DEAD WOOD @ MID FOR CLEAN OUT <br />POINT w/ (3) 12d MIN. EXTENSION FROM <br />DOUBLE 2x TOP <br />PLATE , <br />2x BLOCKING @ EACH END W/ 10d @ <br />4" O.C. FROM EACH HEADER FACE <br />TO BLOCKING <br />--- (2) 2x HEADER <br />V//,z <br />PER PLAN <br />VARIES 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. S4 <br />12 <br />SEE TYPICAL WALL SECTION <br />(TYP) <br />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) 1 Od TOENAILS T&B <br />NAILS AT EACH STUD <br />- <br />AS REQ'D <br />_ 2x BLOCKING @ MID <br />POINT EVERY OTHER <br />' STUD W/ (3) 10d NAILS <br />CRICKET AS REQUIRED <br />, <br />SINGLE 2x CONT. BASE <br />PLATE W/ (2) 16d TO <br />TRUSS BELOW <br />i <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) 1Od <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 />BLOCKING (TYP.) <br />PROOF TRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />MOISTURE BARRIER <br />SCALE: N.T.S. <br />--VENT OR 2ND FLOOR <br />TYPICAL C.M.U. WALL <br />- 3/4" FURRING STRIPS <br />- 112" GYPSUM BOARD <br />W/ DRYWALL SCREWS <br />@ 8" O.C. OR 4d <br />DRYWALL NAILS <br />7 5/81, 8" 7 5/8" 8" <br />SOLID AREAS ARE <br />7 5/8" 8" <br />TONEAILS SPACED STEEL AND GROUT <br />EXTERIOR FACE OF BLOCK I - ❑ ❑ nI] <br />EVENLYWALL IS 1 1/2" MAXIMUM <br />EXTENSION FROM EXTERIOR INTERIOR❑❑ <br />HEADER FLUSH TO OUTSIDE OPTION WALL <br />SCE OF BLOCK WALL IS 2 1/4" <br />TO DRAIN DOOR OPENING - DOOR OPENING - <br />EXTERIOR <br />0 <br />WALL CLEAN -OUT A WALL ❑ . El <br />SCALE: N.T.S. S4 <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 g MASONRY LAYOUT rD <br />S4 SCALE: N.T.S. �S4 <br />KNOCK -OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK W! (1) #5 FOR CONCRETE PLACEMENT J <br />8" STD. WHOOK 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 />--11, <br />I_ <br />J'- <br />NOTES: <br />1� FILL LINTEL AND ALL CELLS ABOVE LINTEL. <br />NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION <br />PORT <br />@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. <br />O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />U3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <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 />TYPICAL FILLED LINTEL ASSEMBLY <br />SCALE: N.T.S. <br />WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO <br />CREATE A SOLID BASE FOR <br />1/2"X9 1/2" PLYWOOD ---,BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />J <br />MOUNTING BASE SHOWN <br />IN POSITION <br />2x6 MOUNTING BASE <br />8x8xl6 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 />SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL rp <br />SCALE: N.T.S. S4 <br />•� W <br />r_ <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 />SCALE: N.T.S. <br />-TRACK MOUNTING BRACKET <br />\ GARAGE DOOR TRACK <br />POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E <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 />SOFA OOw <br />2x CRIPPLES @ <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />SIMPSON SP4 w/ (6) <br />1 Od x 1 1/2" AT EA <br />STUD (USE SP6 FOR <br />2x6 WALL, USE SP8 <br />FOR 2x8 WALL) <br />1Od NAILS @ 8" --- <br />O/C TYP. <br />DOUBLE 2x <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING Ct <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 />a <br />iARAGE <br />100R <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 />SIZE <br />JACKS <br />STUDS <br />JACKS <br />STUDS <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"xl0" OR <br />GREATER HEADER <br />\—(2) 2x HEADER SEE PLAN <br />• INTERIOR HEADER: <br />S4 (1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />BOX HEADER . 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) 1Od x 1 1/2" EACH <br />SIDE <br />�'-2x STUDS TYP. <br />00 �- SIMPSON HTT4 TYP. <br />Oo OR U.N.O. SEE N/S4 <br />FN�NG " 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 />_ SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24" O.C. <br />A I <br />12 <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 BARRIER <br />SIMPSON SP2 w/ (12) 10d <br />NAILS AT EACH STUD <br />TRUSS BOTTOM CHORD OR 2x4 <br />BLOCKING W/ 2-16d TOE NAILS <br />112" EXTERIOR GRADE SHEATHING <br />CRICKET AS <br />@ EACH END <br />FASTENED TO TRUSSES WITH 8d <br />REQUIRED <br />- <br />COMMON WIRE NAILS @ 4" O/C <br />_ <br />BOUNDARIES 6" O/C EDGES & 8" <br />BLOCKING ( ) <br />/ v <br />0/C FIELD <br />7 ? a- <br />2x TOP PLATE <br />0 <br />2X4 PT STUDS @ 16" O.C. <br />--2-16d 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) 1Odx1 112" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />-"-"-- <br />2x STUD @ 24" <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />RIN <br />O.C. MAX. <br />PROVIDE P.A.F. NAILS OR <br />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 />_ <br />1 #5 VERT. IN CONC. FILLED CELL <br />W/ STD. 90' HOOK IN K.O. BLOCK _7n <br />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <br />�y /8"x10" "J" BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />SECTION <br />2 <br />P <br />SIMPSON SP4 <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />RECESS <br />LINTEL <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 1 Od @ 3" O.C. (14 <br />SPLICE NAILS TOTAL) EA. SIDE OF <br />. 4,9, SPLICE STAGGERED <br />N <br />�N J <br />�10d @ 8" O/C <br />ATTACH ALL <br />EXTERIOR STUDS <br />W/ 4 16d TOENAILS <br />TO P PLATE <br />NOTE: <br />PLATE LENGTHS MUST BE BOTTOM SPLICE'! <br />OVER STUD <br />AT LEAST 4'-0" LONG. TYPICAL <br />TOP PLATE SPLICE DETAIL <br />M <br />SCALE: N.T.S. <br />S4 <br />F= 2240 LBS <br />SIMPSON 1 C 1 <br />L <br />( P.T. <br />-ATE <br />anvlravly Iry <br />SP2 <br />SIMPSON <br />11 <br />NAILED <br />INTO <br />10c <br />TRANSOM <br />ST <br />TRANSOM FRAMING <br />FRAMING <br />SEE SECTION J/SS <br />1 <br />AND K/SS FOR <br />C� <br />ADDITIONAL DETAILS <br />SIMPSON <br />SP1 <br />J <br />SIMPSON <br />SIMPSON <br />M <br />RECESS <br />SP4 <br />SP4 <br />LINTEL <br />2X8 P.T. BOTTOM P TE <br />SIMPSON SIMPSON <br />SP4 SP2 <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP1 SIMPSON <br />SIMPSON SP4 <br />SP4 <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. <br />C (MIN. (2) PER BOTTOM PLATE) <br />SIMPSON <br />SP4 <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL <br />SP4 <br />2X TOP PLATE <br />OVERLAPPING <br />NAILS @ 6" <br />%GGERED <br />30LTS @ 24" O.C. <br />>X <br />2X P.T. PLATE <br />SCALE: N.T.S. S4 <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />SPF) <br />(3075# SPF) <br />> (4565# SPF) <br />> (5645# SPF) <br />i (6970# SPF) <br />)S (9335# SPF) <br />N. 8" <br />PDXIED A.T.R. <br />t&NUT <br />'OXIED A.T.R. <br />t & NUT <br />OXIED A.T.R. <br />2&NUT <br />C <br />ROOF TRUSS ABOVE <br />2X BLOCKING <br />0 <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 -0' O.C. <br />MASONRY WALL <br />10d NAILS @ 4 A 10d NAILS @ 6" O.C. <br />/ STAGGERED STAGGERED <br />TRANSOM FRAMING <br />1 d <br />0 BEYOND. <br />PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS @ 4" WITH <br />O/C BOUNDARIES 6" O/C EDGES o E SHEATHING <br />& 8" O/C FIELD <br />S4 <br />Is <br />• SIMPSON SP4 w/ (6) 10d x 1 12" <br />(USE SP6 FOR 2x6 WALL, USE PLYWOOD <br />SP8 FOR 2x8 WALL) SHEATHING <br />• SIMPSON SP2 wl (12) 10d NAILS MASONRY <br />• SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. <br />MAX. (MIN. (2) PER BOTTOM <br />I <br />2X8 P.T. BOTTOM <br />PLATE <br />5/8"x10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <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 <br />REV. 06.24.22 <br />SCALE: N.T.S. <br />M <br />® <br />b <br />Lu <br />W <br />�t <br />LL. <br />Az o <br />c., � o <br />C C-1 <br />m N <br />x <br />= ry LA_a <br />cz� <br />y <br />N a N L <br />3== m Y <br />Av CL d <br />y ECD ct, c <br />(L' <br />3 3 <br />� <br />v <br />o, o <br />= E <br />�o <br />A, <br />i <br />0101111lll/// <br />r0ROW <br />U : <br />p <br />r,.OF <br />SS <br />r� <br />I rr°ffdtftttats��t,.` <br />To the best of the Engineer's knowledge, <br />Information and belief. <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineers signature and seal. <br />N <br />Q <br />08 U O <br />V <br />G <br />a m o <br />N N �0 <br />Q <br />N q z iY l� <br />Q2, M 5 <br />LLB o <br />J _ u <br />a-oc mC_ <br />W <br />� m N � <br />W <br />Z <br />_ m <br />N Z Q <br />0 <br />N <br />ov 0 U <br />Z <br />w <br />pp <br />W <br />a� <br />El <br />N <br />M <br />l <br />�vN <br />W <br />Q) <br />O <br />w 8 <br />N <br />C y <br />all~ <br />U <br />J E <br />8 <br />_ <br />U ) <br />c <br />J Q° <br /><` N Of <br />S M <br />ti <br />(7 <br />W <br />M <br />i <br />roE <br />E OV <br />,oj <br />�? <br />z• <br />❑a <br />ca <br />8 <br />00 <br />��< <br />Uo <br />z <br />g <br />�°1 <br />o <br />Ez <br />'~- <br />0 <br />C <br />� <br />< <br />I U <br />✓l 0 <br />m . <br />0 <br />O¢ <br />Z <br />z <br />....r' <br />J <br />J <br />�b <br />Q W <br />f' <br />N > <br />> <br />aO <br />g <br />U <br />'€ <br />Mjw` <br />0 <br />c oFn <br />= <br />> l CO <br />0 <br />m <br />E2 <br />0 <br />(3) <br />N <br />(0 t` <br />o <br />� CD <br />o <br />i--� <br />0- <br />/1 m <br />0 <br />N <br />Ln <br />�--� <br />O <br />_0d- <br />-0 <br />c <br />C14 <br />o <br />o <br />N <br />N <br />Q <br />(00 <br />M i, <br />E <br />c N <br />N <br />z <br />M <br />z <br />E O <br />T <br />2 <br />`° <br />m <br />E <br />� �' <br />c <br />i1 <br />0 <br />JOB <br />NO : <br />22-12351 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S4 <br />