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0 <br />? <br />C <br />a- <br />Zz <br />LO <br />LO <br />.9 <br />8 <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 <br />MIN. EXTENSION FROM <br />TONEAILS SPACED <br />DOUBLE2xTOP EXTERIOR FACE OF BLOCK <br />EVENLY <br />" <br />To <br />PU <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 />MAXIMU <br />PLATE INTERIOR <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL <br />FACE OF BLOCK WALL IS 2 1/4" <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 />VARIE5 \--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. <br />12 TYPICAL WALL SECTION <br />,,-,—SEE <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 />TRUSSABOVE <br />2x CLOSURE WALL W/ <br />STUDS @ 16" O.C. W/ <br />SIMPSON SP2 W/ (12) 1 Od (3) 1 Od TOENAILS T&B <br />NAILS AT EACH STUD AS REQ'D <br />2x BLOCKING @ MID <br />POINT EVERY OTHER <br />+ <br />+ STUDW/(3)10dN ILS <br />CRICKET AS REQUIRED <br />SINGLE 2x CONT. BASE <br />PLATE W/ (2) 16d TO <br />TRUSS BELOW <br />x1/2" 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 />4L <br />SIMPSON SP1 W/ (10) 1 Od <br />NAILS AT EACH STUD \-BLOCKING (TYP.) <br />\--ROOF <br />2x P.T. PLATE TRUSS <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />W/ 8"EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) <br />8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. <br />MOISTURE BARRIER <br />AND FILLED SOLID W/GROUT <br />1 #5 VERT. IN CONC. FILLED CELL W/ <br />STD. 90 A HOOK IN K.O. BLOCK <br />KNEE WALL ABOVE MASONRY WALL DETAIL rF <br />SCALE: N.T.S. <br />�4 <br />MOUNTING BASE NOT SHOWN <br />FOR CLARITY SEE DETAIL <br />KIS4 <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 />SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />TO DRAIN CL <br />EXTERIOR <br />WALL CLEAN -OUT r�A WALL <br />SCALE: N.T.S. �4 <br />1ST COURSE 2ND COURSE 3RD COURSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE <br />REFER TO WINDOW PRODUCT APPROVAL <br />COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE <br />SHEETS FOR INSTALLATION INFORMATION BY <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW (B MASONRYLAYOUT D� <br />SCALE: N.T.S. � �4 <br />7 5/81, 8" 75/81, 81- 7 5/8" 8" <br />KNOCK -OUT_ <br />BLOCK W/ (1 NOTCH LINTEL WHERE REQUIRED <br />#5 FOR CONCRETE PLACEMENT <br />UP <br />Fill <br />NOTES: <br />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 />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 />1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />> <br />0 <br />LLj <br />FORM CREATES CONCRETE RECESS TO <br />RECEIVE GARAGE DOOR AND TO ALLOW <br />2X4 (NOM.) <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 />MOUNTING BASE SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />IN POSITION <br />GARAGE ENTRY FORM DETAIL <br />2x6 MOUNTING BASE <br />GARAGE DOOR <br />8x8x16 C.M.U. <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 MOUN <br />POURED CONCRETE BASE FOR TO BE 2"ABOVE FINISHED <br />BLOCK WALL. RECESSED SPACE <br />FOR GARAG� bOOR 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 11/2" 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 />SOLID AREAS ARE <br />STEELAND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING -(t <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 />NnT TRANqFFR I OAn <br />2 x 6 P.' <br />J-BOLT <br />TRACK <br />BRACKET <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 <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPEN ING <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 />V- 4' <br />(1) <br />(2) <br />1 <br />(2) <br />(1) LSTA30 <br />4' -91 <br />(2) <br />(3) <br />(2) <br />1 (2) <br />(1) LSTA30 I <br />9'-16' <br />(3) <br />(41 <br />1 (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 />JR LEl d 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 />INTERIOR HEADER: <br />\_(1) 2X SILL PLATE W/ (2) <br />12d TOENAILS <br />BOX HEADER <br />* EXTERIOR HEADERS: <br />ONLY <br />(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) 1 Od x 11/2" EACH <br />SIDE <br />""-2x STUDS TYP. <br />SIMPSON HTT4 TYP. <br />U.N.O. 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 Q <br />SCALE: N.T.S. <br />3E <br />SIMPSON SIMPSON <br />SP4 SP2 <br />2X STU DIS @ 24" O.C. <br />5/8"xl 0" "? BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />SECTION <br />SIMPSON SP4 <br />TRANSOM FRAMING <br />SEE SECTION AA/Sl AND <br />BB/Sl FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />12 TRUSSES @ 24" O/C <br />-Z(T:TYP) SEE ELEV. UPLIFT CONNECTOR (SEE <br />y P 9 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 BARRIEZ� <br />SIMPSON SP2 w/ (12) 10d <br />NAILS AT EACH STUD <br />RUSS BOTTOM CHORD OR 2X4 <br />1/2" EXTERIOR GRADE SHEATHING <br />CRICKET <br />EBLOCKING W/ 2-16d TOE NAILS <br />@ EACH END <br />FASTENED TO TRUSSES WITH 8d <br />jAS <br />REQUIRED <br />COMMON WIRE NAILS @ 4" O/C <br />BOUNDARIES 6" O/C EDGES & 8" <br />BLOCKING <br />LU <br />z� <br />O/C FIELD <br />2x TOP PLAT E <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 />CHORD OR BLOCKING <br />SIMPSON HETA20 w/ (8) 10dxl 1/2" <br />2x STUD @ 24" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />O.C. MAX. <br />(24- O.C. MAX) W/ MIN. 4" EMBEDMENT <br />LMAIN <br />PROVIDE P.A.F. NAILS OR <br />IN KO BLOCK AT EA. STUD <br />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"X1 6" K.O. BLOCK W/ 1 #5 CONT. <br />(SEE SCHEDULE) <br />AND FILLED W/ GROUT <br />1 #5 VERT. IN CONC. FILLED CELL-` H I <br />W/ STD. 900 HOOK IN K.O. BLOCK Elm <br />v <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 1 Od @ 3" O.C. (14 <br />SPLICE -7 /11_1� NAILS TOTAL) EA. SIDE OF <br />ifq. SPLICE STAGGERED <br />/--1 Od @ 8- O/C <br />ATTACH ALL -j <br />EXTERIOR STUDS <br />W/ Y816d TOENAILS <br />TO P PLATE <br />NOTE: <br />BOTTON I SPLIC <br />PLATE LENGTHS MUST BE <br />OVERSTUD <br />AT LEAST 4'-0" LONG. TYPICAL <br />TOP PLATE SPLICE DETAIL <br />SCALE: N.T.S. <br />F= 2240 LEIS <br />SIMPSON SP4 SIMPSON <br />SP2 <br />\A I Lu I <br />INTO <br />TRANSOM <br />TRANSOM FRAMING FRAMING <br />2X P.T. <br />SEE SECTION AA/Sl <br />PLATE AND BB/Sl FOR <br />ADDITIONAL DETAILS <br />SIMPSON <br />SP4 <br />RECESS <br />LINTEL <br />SIMPSON <br />SP2 <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />Spi <br />SIMPSON <br />SP4 <br />SIMPSON <br />SP4 <br />SIMPSON <br />SP4 <br />SIMPSON <br />Spi <br />SIMPSC <br />SP4 <br />2X8.P.T. BOTTOM PLATE <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALLri <br />SIMPSON SP4 <br />�_2X TOP PLATE <br />OVERLAPPING <br />1 Od NAILS @ 6" <br />STAGGERED <br />J-BOLTS @ 24" O.C. <br />MAX <br />-2X P.T. PLATE <br />I I � 011 B <br />\-5/8"xl "? BOLT@ 24" O.C- MAX <br />C (MIN. (2) PER B01-TOM PLATE) <br />SIMPSON <br />SP4 <br />- <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 />N. <br />PDXIED A.T.R. <br />t & NUT <br />'OXIED A.T.R. <br />t & NUT <br />0XIED A.T.R. <br />t & NUT <br />A <br />ROOFTRUSSABOVE <br />2X BLOCKING <br />(2) 16d TOE NAILS <br />EA. BLOCKING <br />'2X8 WALL ABOVE <br />ENTRY <br />#5 CONT. & <br />K.O. BLOCK W/(1) <br />FILLED <br />5/8"X1 0" J-BOLTS <br />@ 2-4- O.C. <br />-MASONRY WALL <br />10d NAILS@ 4 <br />10d NAILS @ 6" O.C. <br />STAGGERED A T__t qTAr.r.1PQPD <br />TRANSOM FRAMING <br />BEYOND. <br />-PLYWOOD FASTENED TO TRUSSES 0 L <br />WITH 8d COMMON WIRE NAILS @ 4- 0 PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES 0 0 SHEATHING <br />& 8" O/C FIELD <br />0 <br />SIMPSON SP4 w/ (6) 10d x 1 12" ZO <br />(USE SP6 FOR 2X6 WALL, USE :—PLYWOOD <br />SP8 FOR 2X8 WALL) 0 <br />SHEATHING <br />e SIMPSON SP2 w/ (12) 10d NAILS MASONRY— <br />! — 5/8"X1 0" J-BOLTS @ 24" O.C. <br />9 SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW <br />0 <br />MAX. (MIN. (2) PER BOTTOM <br />2X8 P.T. BOTTOM <br />PLATE <br />I n-j I <br />L5/8'�(10" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />0 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 />SCALE: N.T.S. <br />S4 <br />C%A <br />-.s 2 11 <br />r- C-12 <br />e 4 P_ <br />Cz <br />Co �E <br />-0 <br />0:v <br />e. <br />W <br />co 0 <br />c) w <br />< <br />...... <br />F_ <br />To the best of the Enginees knowledge, information and bell of, <br />the structural plans and specifications oDntalned within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineees signature and seal is only for <br />the structural engineering portions of the draWng pages bearing <br />Englneees signature and _seal. <br />W <br />Ii- <br />N <br />U0 LAI S3 <br />'t <br />LI: ui <br />-9 r� 0- <br />ui <br />a. 52 <br />C,4 (0 0 <br />W :3 - 0 <br />(2 <br />W <br />z Log ZO <br />L <br />a C14 0 <br />--- z <br />W 13 U <br />(D <br />;7 <br />W <br />V) <br />C11 <br />(3) (D I <br />4-J e_,o <br />LU <br />U <br />0 <br />Ln <br />U <br />LU <br />it <br />C-11 <br />U_ <br />2[ E <br />g 0 <br />0 <br />E 0 <br />6 <br />z <br />C1 <br />E <br />ru <br />8 <br />*. <br />Ez <br />�z <br />t <br />zC <br />�@ ro <br />O� <br />0 <br />z <br />W <br />j0 <br />LO <br />LO <br />Lo <br />0 <br />13- <br />W <br />1-- <br />L_ <br />I— <br />1%­� <br />Ito <br />CY) <br />0 <br />.2 <br />CN <br />M <br />LO <br />4_j <br />C'q <br />0 <br />b <br />C4 <br />0) <br />V) <br />C411 <br />cc <br />6 <br />z <br />C <br />E <br />E <br />0 V <br />'0 <br />cc <br />0 <br />0 _j < <br />JOB <br />NO 22-06464 <br />SCALE AS NOTED <br />SHEET NO. <br />S4 <br />LU <br />