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— - I I I I _U_ <br />I <br />A- I I I I ill — I <br />LID <br />00 <br />r') <br />cr_ <br />L0 <br />LO <br />(9 <br />42 <br />co <br />CID <br />I") <br />C14 <br />-1 <br />94 <br />- <br />,9 <br />LID <br />P <br />A <br />COO <br />E <br />0 <br />[E <br />E2 <br />Cn <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 I 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 />POINT w/ (3) 12d <br />MIN. EXTENSION FROM <br />DOUBLE 2x TOP <br />TONEAILS SPACED <br />EXTERIOR FACE OF BLOCK <br />EVENLY <br />" <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 WALLI <br />1/2 <br />MAXIMUM INTERIOR <br />EXTENSION FROM EXTERIOR WALL <br />HEADER FLUSH TO OUTSIDE OPTION <br />FACE OF BLOCK WALL IS 2 1/4" <br />_j CL <br />TO DRAIN <br />2x BLOCKING @ EACH END W/ 10d @ <br />4"O.C. FROM EACH HEADER FACE <br />EXTERIOR <br />TO BLOCKING WALL <br />---(2) 2x HEADER WALL CLEAN -OUT rA <br />V/z/ <br />PER PLAN SCALE: N.T.S. <br />�1�1� <br />7 5/81, 8" 7 5/81, 8" 7 5/81, 8" <br />SOLID AREAS ARE <br />STEEL AND GROUT <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-------"-'----- I <br />x <br />x <br />SIMPSON SP2 w/ (12) 1 Od <br />NAILS AT EACH STUD <br />L11 / T <br />CRICKET AS <br />—DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING <br />L-R-i L=_j <br />FASTENED TO TRUSSES WITH 8d REQUIRED <br />COMMON WIRE NAILS @ 4" O/C <br />Fill BOUNDARIES 6" O/C EDGES & 8" BLOCKING <br />O/C FIELD <br />11 . .' <br />2X4 PT STUDS @ 16" O.C. <br />A (2) 2X4 PT STUDS UNDER HIP <br />v CARRIER/GIRDER TRUSS <br />2x BOTTOM PLATE W/ (1) 1 Od @ 8" <br />VARIES O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S. � �4 <br />1STCOURSE 2ND COURSE 3RD COURSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE <br />COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MASONRYLAYOUT rD <br />SCALE: N.T.S. ��4� <br />SIMPSON HETA20 w/ (8) 1 0dx1 1/2" <br />LW <br />A EB <br />NAILS AT EA. TRUSS VERTICAL WEB <br />(24" O.C. MAX) w/ MIN. 4" EMIABEDMENT- <br />M <br />IN KO BLOCK AT EA. STUD <br />MOISTURE BARRIER <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED W/ GROUT <br />REFER TO WINDOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW � �B <br />LMAIN SPAN <br />ROOF TRUSS <br />UPLIFT CONNECTOR <br />(SEE SCHEDULE) <br />S4 <br />- <br />12 SEE TYPICAL WALL SECTION <br />(TYP) SEE ELEV. _",'1____'�PRE-ENGINEERED WOOD <br />TRUSSES @ 24" O/C <br />UPLIFT CONNECTOR KNOCK -OUT — NOTCH LINTEL WHERE REQUIRED <br />(SEE SCHEDULE) BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT <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 __j AS REQ'D <br />2x BLOCKING @ MID <br />POINT EVERY OTHER <br />STUD W/ (3) 1 Od NAILS <br />F <br />[ 7 <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 />FASTENED TO TRUSSES WITH 8d COMMON <br />WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C <br />SIMPSON SP1 W/ (10) 10d <br />EDGES & 8" O/C FIELD <br />NAILS AT EACH STUD <br />2x P.T. PLATE <br />0'. A 10" "J" BOLT @ 24" O/C MAX <br />W/ 8"EMBEDMENT <br />8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED SOLID W/GROUT <br />1 #5 VERT. IN CONIC. FILLED CELL W/ <br />90A <br />STD. 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 />Z_ <br />BLOCKING (TYP.) <br />TRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />MOISTURE BARRIER <br />SCALE: N.T.S. <br />SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />7 <br />-TFSTD. <br />9d"HOOK 8"-,' <br />LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS <br />GREATER THAN 6'-O"WIDE (U.N.O. ON <br />PLAN) <br />OPENING <br />FILLED CELL W/ (1) #5 VERTICAL----" <br />SEE FDN. PLAN FOR LOCATION <br />L <br />- <br />- <br />--- <br />NOTES: <br />(DFILL 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 />VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />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" <br />FORM CONCRETE INSET TO <br />CREATE A SOLID BASE FOR <br />1/2"X9 1/2" PLYWOOD <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL--� <br />LU <br />> <br />0 <br />MOUNTING BASE SHOWN <br />IN POSITION <br />-2x6 MOUNTING BASE <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 />GARAGE DOOR <br />8x8x16 C.M.U. <br />F,-_-8x <br />Is <br />GARAGE DOOR ROLLER <br />CONNECTION ASSEMBLY- <br />GARAGEFLOOR <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. <br />BOTTOM OF MOU�NTING ffi <br />_."POURED CONCRETE BASE FOR TO BE 2"ABOVE FINISHED <br />BLOCK WALL. RECESSED SPACE <br />FOR GARAG� DOOR AND WATER GARAGE FLOOR. <br />SHED FORWARD THIS DRAWING. <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <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 />1 Od NAILS@ 8" <br />O/C TYP. <br />DOUBLE 2x <br />CRIPPLE STUD <br />TYPICAL (U.N.0 <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 <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. SCALE: N.T.S. <br />CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />NOT TRANSFER LOAD. <br />PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />WALL <br />DOOR STOP PSPN516Z w/ (112) 16d NAILS <br />THAN5 OOF Top PLATE WIDTH <br />'o <br />PSPN51 6Z W/ ( 12) 16d NAILS <br />To <br />MOLDING <br />P 2 R <br />TOP 2 ROWS 1 Od @ 3" O.C. (14 <br />Zf= <br />"2 P <br />SPLICE -7 NAILS TOTAL) EA. SIDE OF <br />SP <br />4,9,, SPLICE STAGGERED <br />2 x 6 P.T. GARAGE <br />DOOR <br />A <br />.6� <br />J-BOLT <br />BRACKET <br />TRACK <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 <br />SCALE: N.T.S. <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 />ISTUDS <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 />91 -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"xl 0" OR <br />GREATER HEADER <br />(2) 2x HEADER SEE PLAN <br />,-LINTERIOR HEADER: <br />(1) 2x SILL PLATE Wif (2) <br />12d TOENAILS <br />BOX HEADER <br />ONLY EXTERIOR HEADERS: <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />OPENING LARGER THAN 4 FT: <br />(2) 2x SILL PLATE w/ SIMPSON <br />2 <br />C 0 <br />3. <br />C <br />a <br />G <br />LS30 w/ (6) 1 Od x 11/2" EACH <br />SIDE <br />'--2x STUDS TYP. <br />SIMPSON HTT4 TYP. <br />U.N.0, SEE N/S4 <br />HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />BEARING WALLS NOTED <br />P.T. BOT. PLATE <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL rQ_`� <br />SCALE: N.T.S. �, �4 <br />SIMPSON <br />SIMPSON <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/Sl FOR ADDITIONAL <br />DETAILS <br />1 Od @ 8" O/C <br />ATTACH ALL -j <br />Q1__1 <br />EXTERIOR STUDS <br />W/ 14116d TOENAILS <br />TO YbP PLATE <br />NOTE: <br />BOTTOM SPLIC <br />PLATE LENGTHS MUST BE <br />OVER STUD <br />AT LEAST 4'-0" LONG. TYPICAL <br />TOP PLATE SPLICE DETAIL rM <br />SCALE: N.T.S. <br />F= 2240 LBS <br />SIMPSON <br />SIMPSON SP4 <br />SP2 <br />4. <br />P.T. <br />ATE <br />SIMPSON <br />SP4 <br />TRANSOM FRAMING <br />SEE SECTION J/SS <br />AND K/SS FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />SIMPSON <br />SP2 <br />_41: <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />Spi SIMPSON <br />SP4 <br />RECESS SIMPSON <br />SP4 <br />LINTEL <br />INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP4 <br />SIMPSON <br />spi <br />SIMPSC <br />SP4 <br />SS <br />r-TRU BOTTOM CHORD OR 2x4 <br />BLOCKING W/ 2-16d TOE NAILS <br />@ EACH END <br />;>< LU <br />2� < <br />2x TOP PLATE-/ <br />2-16d NAILS @ 24" O.C. OR <br />EQUAL TO TRUSS BOTTOM <br />­`1/_ CHORD OR BLOCKING <br />2x STUD @ 24" <br />v <br />O.C. MAX. <br />PROVIDE P.A.F. NAILS OR <br />2x P.T. PLATE <br />EQUAL @ 12" O.C. <br />STAGGERED FROM BOT. <br />SEE AIS3 FOR <br />PLATE TO CONCRETE <br />REINF. INFO. <br />TYPICAL INTERIOR NOW <br />BEARING WOOD FRAME WALL/"'-j <br />SIMPSON SP4 <br />�_2X TOP PLATE <br />OVERLAPPING <br />1 Od NAILS @ 6" <br />STAGGERED <br />J-BOLTS @ 24" O.C. <br />-2X P.T. PLATE <br />SCALE: N.T.S. <br />\,,, �4 <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />SPF) <br />(3075# SPF) <br />, (4565# SPF) <br />> (5645# SPF) <br />(6970# SPF) <br />IS (9335# SPF) <br />PDXIED A.T.R. <br />t & NUT <br />'OXIEDA.T.R. <br />t & NUT <br />DXIED A.T.R. <br />t & NUT <br />2X8 P.T. BOTTOM P TE <br />__j <br />r <br />.1191, 101''J" <br />BOLT @ 24" O.C. MAX. <br />C (MIN. (2) PER BOTTOM PLATE) <br />SIMPSON C <br />SP4 <br />" <br />ROOF TRUSS ABOVE <br />/_ 2X BLOCKING <br />(2) 16d TOE NAILS <br />CKING <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 />"O.C. <br />10d NAILS @ 6 <br />d <br />AI <br />S @ <br />A <br />STAGGERED <br />STAGGERED <br />TRANSOM FRAMING <br />0 0 <br />N BEYOND. <br />PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS@ 4" L PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES SHEATHING <br />0 <br />& 8" O/C FIELD <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 w/ (12) 1 Od NAILS MASONRY- <br />SIMPSON SP1 W/ (10) 10d NAILS WALL BELOW 5/8"X1 0" J-BOLTS @ 24' O.C. <br />1,A 10 MAX. (MIN. (2) PER BOTTOM <br />2X8 P.T. BOttOM <br />PLATE <br />I <br />5/8"X10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOfTOM 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 R� <br />REV. 06.24.22 <br />SCALE: N.T.S. <br />C= <br />CNJ <br />=_ g <br />=_ <br />M C-) <br />= >< <br />In -" Q; <br />C14 <br />C> <br />.22 <br />0 - <br />cc <br />'j -=w <br />E <br />C5 <br />1111fIt'j, <br />V/v <br />C14 <br />CN <br />%N1 <br />Vv <br />'T' <br />)r C_" C <br />L L <br />7_1 <br />" .. <br />L <br />S S 10 <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />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 seat. <br />W <br />E <br />8 <br />0 <br />FA <br />'0 <br />20 40) <br />r'- 1, - f <br />C14 0 <br />ul <br />Z <br />10 <br />Cis u- <br />--1 -6— Lu <br />W <br />cc <br />E <br />9 - 05 <br />C14 F 0 <br />W <br />on x <br />Co <br />L <br />. <br />Co 0 <br />LO <br />N <br />< 0 <br />do 0 <br />z <br />W <br />0 W <br />130 <br />(D Cq <br />< <br />= 0 <br />CD <br />U <br />0 <br />U.J 9 <br />Ln <br />c::: N <br />V) <br />LU <br />E <br />8 <br />0 9 <br />W <br />< <br />vo <br />C13' <br />6 � <br />-z' <br />__j <br />E <br />E <br />65 � <br />z <br />z <br />2 <br />Z <br />0 � <br />ro <br />00 <br />'010 <br />z <br />C:) E <br />C=) <br />�t 0 <br />0< <br />z <br />C'j ru <br />t <br />10 <br />z <br />69 <br />.0 <br />CD <br />0 <br />1, <br />01 <br />Z, <br />z <br />__j <br />zo <br />z <br />CA . <br />4T, <br />0- <br />z <br /><0 <br />z <br />C> <br />'r <br />mi <br /><=) <br /><0 <br />0. <br />, <br />8 <br />2 C) <br />0� <br />LO <br />LO <br />6 <br />0) <br />2 <br />ca <br />co <br />0 <br />L0 <br />0 <br />N <br />U') <br />< <br />0 <br />CO C) <br />U-) <br />00 <br />-0 <br />-0 <br />ILL 04 <br />(0 <br />LO <br />04 <br />< <br />LO <br />0 <br />Z' <br />CD <br />M <br />0 <br />E <br />z <br />E <br />A <br />E <br />0 0 <br />'0 cc <br />< 0 <br />W <br />JOB <br />NO: <br />22-12366 <br />SCALE <br />AS NOTED <br />SHEE7 NO. <br />S4 <br />