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TOP PLATE SEE VENT OR 2ND FLOOR <br />PLAN 1/2" MINIMUM CEMENT FINISH /--TYPICAL C.M.U. WALL <br />(2) 2x HEADER TO SIT 3/4" FURRING STRIPS <br />2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEEE <br />SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSI N 7 5/8" 8" 7 5/8" 8" 7 5/81, 8" <br />1/2" GYPSUM BOARD <br />CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS <br />-----2x DEAD WOOD @ MID DRYWALL NAILS <br />POINT w/ (3) 12d SOLID AREAS ARE <br />MIN. EXTENSION FROM <br />STEEL AND GROUT <br />TONEAILS SPACED EXTERIOR FACE OF BLOCK Yl___.,­ <br />DOUBLE 2x TOP EVENLY <br />PLATE WALL IS 1 1/2" MAXIMUM INTERIOR-\ <br />EXTENSION FROM EXTERIOR <br />HEADER FLUSH TO OUTSIDE OPTION WALL F1 <br />FACE OF BLOCK WALL IS 2 1/4" <br />CL ------ -DOOROPENING—*[*�- DOOR OPENING <br />TO DRAIN <br />4" O.C. FROM EACH HEADER FACE <br />TO BLOCKING WALL <br />El <br />___(2) 2x HEADER WALL CLEAN -OUT rA F1 <br />PER PLAN <br />VARIE'- 2x BOTTOM PLATE W/ (1) 1 Od @ 8" 1STCOURSE 2ND COURSE 3RD COURSE <br />EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE <br />REFER TO WINDOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN, <br />_'N� rD <br />WALL HEADER DETAIL TYPICAL SECTION THRU WINDOW (B MASONRYLAYOUT <br />__ <br />4 "4j SCALE: N,T.S. <br />12 SEE TYPICAL WALL SECTION <br />(TYP) SEE ELEV. PRE-ENGINEERED WOOD <br />UPLIFT CONNECTOR <br />(SEE SCHEDULE) NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1 FOR CONCRETE PLACEMENT <br />DOUBLE 2 <br />TOP PLATE <br />SINGLE 2x CONT. TOP <br />TRUSS ABOVE <br />2x CLOSURE WALL W/ <br />NAILS AT EACH STUD AS REQ'D <br />2x BLOCKING @ MID <br />POINT EVERY OTHER <br />CRICKET ASREQUIRED <br />SINGLE 2xCONT. BASE <br />PLATE W8(2)1GdTU <br />TRUSS BELOW <br />1/2"EXTERIOR GRADE SHEATHING <br />AND FILLED SOLID W/GROUT <br />STD. HOOK IN K.O. BLOCK <br />KNEE WALL ABOVE MASONRY WALL DETAIL <br />---� <br />FASTENED TO TRUSSES WITH 8d COMMON <br />WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C <br />NAILS AT EACH STUD <br />MOUNTING BASE NOT SHOWN <br />FOR CLARITY SEE DETAIL <br />SEAT FOR BLOCK |SPOURED, <br />IN PLACE CONCRETE <br />GARAGE FLOOR SLAB <br />TROWEL FINISH SEE <br />GENERAL NOTES <br />SLOPE FORWARD <br />FOR DRAINAGE <br />Z--SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />\-ROOFTRU8S <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />MOISTURE BARRIER <br />SCALE:N][S. <br />MOUNTING BASE SHOWN <br />IN POSITION <br />-2x6 MOUNTING BASE <br />LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS <br />OPENING <br />SEE FDN. PLAN FOR LOCATION <br />\�FILL LINTEL AND ALL CELLS ABOVE LINTEL. <br />NOTE: FOR BEAM DEPTH 22^`PROVIDE A4^x4^INSPECTION <br />PORT <br />@ EACH VERTICAL RE8AR&DIRECTLY ABOVE THE LINTEL. <br />x�VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />SEE FLOOR PLAN FOR ADDITIONAL INFORMATION, <br />OPENINGS LESS THAN OREQUAL TO6'-0"|NWIDTH D0NOT <br />REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED 0N <br />FLOOR PLAN, <br />TYPICAL FILLED LINTEL ASSEMBLY <br />SCALE: Nl[G. <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 RECOMENDATION FOR CONSTRUCTION 0FTHIS FORM, ANY <br />MATERIAL 0RCONSTRUCTION METHOD MAY 8EUSED PROVIDED END <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OFTHIS DRAW|NGj <br />GARAGE ENTRY FORM DETAIL <br />8x8x16 C.M.U. GARAGE DOOR-------_ <br />GARAGE DOOR ROLLER <br />CONNECTION ASSEMBLY <br />ARAGE FLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />8CALE:NT.S. <br />TRACK MOUNTING BRACKET <br />GARAGE DOOR TRACK <br />`\ <br />bC8LE:N.|,S. <br />POURED CONCRETE BASE FOR 'BOTTOM OF MOUNTING B <br />TO BE 2" ABOVE FINISHED <br />BLOCK WALL. RECESSED SPACE GARAGE FLOOR. <br />FOR GARAGE DOOR AND WATER <br />DRAWING. — <br />PARTIAL INTERIOR ELEVATION <br />8G3/8" <br />| --------- <br />| 88" <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL $x8x1GBLOCK <br />DOOR OPENING <br />^ <br />VERTICAL JAM <br />AT8-3/4�41~8��71".AND BO-3/8ABOVE GARAGE <br />FLOOR. ALL J-BK]LTGWILL 8E|NFILLED CELLS (l'OOOPSI MIN, <br />CONCRETE).ANCHORS MAY BECOUNTERSUNK (BUT NOT REQUIRED) <br />TOPROVIDE 4FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />NOT TRANSFER LOAD. <br />1" <br />2xGP. <br />J-BOLT <br />41" <br />34" BRACKET <br />TRACK <br />10" <br />83/4° ----- <br />G|MPS0N8P4W/(6) <br />1 Od x 11/2" AT EA <br />STUD (USE SPGFOR <br />2x8WALL, USE SP8 <br />FOR 2xDWALL) <br />1Od NA|L8@8" --� <br />[VCTYP. <br />DOUBLE 2x------ <br />CRIPPLE STUD <br />�� <br />rop <br />W(M0 M0NGANGLE <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />TYPICAL GARAGE DOOR BUCK <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPENING <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 />FLAT STRAPS PER CHART ABOVE TD8EBENT <br />STAGGEREDOVER TOP PLATE ** HOLD DOWN CONNECTIONS <br />NOT REQUIRED @ BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />L OR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />2 ROWS 12d NAILS <br />STAGGERED12" O/C EACH FACE OR <br />3-ROWS 12d NAILS <br />GREATER HEADER <br />(2) 2x HEADER SEE PLAN <br />INTERIOR HEADER: <br />12d TOENAILS <br />BOX HEADER EXTERIOR HEADERS: <br />ONLY <br />12d TOENAILS <br />OPENING LARGER THAN 4 FT: <br />SIDE <br />HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />BEARING WALLS NOTED <br />P.T. BOT. PLATE <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL <br />rQ <br />12 <br />(',.) | SEE ELEV <br />41�w�~ | <br />S|MP90NSP2*/(12)1Od <br />NAILS AT EACH STUD <br />SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />TRUSSES @ 24" OIC <br />UPLIFT CONNECTOR (SEE <br />SCHEDULE) <br />DOUBLE 2IA"GRF.TOP PLATE <br />70"STUCCO FINISH PEAAGTM <br />C.Q28APPLY 3LAYERS WV <br />TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 3LAYERS <br />3/8"THICK EACH. 3RDLAYER <br />10"THICK OVER WAT <br />RESISTIVE 8ARR|ER-." <br />TRUSS BOTTOM CHORD 0R2x4 <br />BLOCKING W/ 2-16d TOE NAILS <br />1/2" EXTERIOR GRADE SHEATHING <br />CRICKET AS <br />@ EACH END <br />FASTENED TO TRUSSES WITH 8d <br />REQUIRED <br />COMMON WIRE NAILS @ 4" O/C <br />UJI <br />O/C FIELD <br />2x TOP PLATE <br />2X4 PT STUDS - <br />- <br />CD2X4PTSTUDS UNDER HIP <br />EQUAL TOTRUSS BOTTOMCARRIER/GIRDER <br />TRUSS <br />-ji/L_ <br />CHORD OR BLOCKING <br />AND FILLED W/ GROUT <br />1#5VERT|NCONC. FILLED CELL----- <br />VNSTD. SD,HOOK |NK0.BLOCK <br />�!T ��pJ��N�| | ������� yN����&J���� WALL 7��T�|| � <br />r�^_/ . /mn���~vv��^�^_r�a���v^_ MASONRY "xr�^�^� ���_/r�/x_ y <br />BOTTOM PLATE <br />SECTION <br />TRANSOM FRAMING <br />SEE SECTION AAJS1AND <br />B�S1FOR ADDITIONAL <br />DETAILS <br />SCALE: NT,S. <br />PIPE ORDUCT wVPENETRATION THRUTOP PLATE vl MORE <br />THANSO% ATE V0DTALLS|�PS()N <br />P8PN510Zv/(12)1OdNAILS <br />TOP 2ROWS 1Od@3"0C(14 <br />SPLICE STOTAL)EA.S|DE0F <br />` SPLICE STAGGERED <br />f1Od@ 8"0� <br />T��|�& |�JT���|/����/��� <br />TYPICAL ' .^�/�� INTERIOR ^-xn��/x /n��/�BEARING WOOD FRAME WALL/`�j <br />SCALE NJ,S. <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />SPF) <br />(3O75#SPF <br />�(4565#SPF) <br />�(5645#SPR <br />�(6970#SPF) <br />IS (9335#SPF) <br />N.O" <br />���l � |U *F�DTT2ZUSE �� 1Dx12" EPDXIED <br />A.T.R. <br />w� <br />EXTERIORMIN. 8"EMBEDMENT v/WASHER &NUT <br />n"mu "Ou.=L" FOR HDU8USE 70"D|A� x12"EPDXIED A.T.R. <br />TO/wP <br />��PLATE <br />U ] MIN. 8"EMBEDMENT v/WASHER &NUT <br />NOTE: \l'� / w FOR HDU11USE1"0Ax12"EPDX|EDATR <br />BOTTOM <br />SPL|OE/ || | | ' ' ' ' <br />PLATE LENGTHS MUST BE MIN. 8" EMBEDMENT W/ WASHER & NUT <br />ATLEAST 4'4LONG. TYPICAL uvEnu/uuU | <br />TOP PLATE SPLICE DETAIL rM <br />SIMPS0N Q <br />~``~^^'~`^ ^°""°"^'=`^ <br />��PS0N <br />mmruomur*JI <br />�MP8ON <br />'NAILED INTO <br />TRANSOM <br />FRAMING <br />0MPSON <br />Sp/ S|MP80N <br />S� <br />/-S|MPS0N <br />0N}N.C8PER BOTTOM PLATE) <br />S|MPSON <br />SP4 <br />2X8 P.T. BOTTOM <br />PLATE <br />(N|N.(�PER BOTTOM PLATE) <br />»� <br />2XTOP PLATE <br />OVERLAPPING <br />| NAILS @6" <br />NGGERED <br />3OLTS @ 24"0.C. <br />AOOFTRUSABOV <br />2X BLOCKING <br />-(2)18dTOE NAILS <br />EA. BLOCKING <br />'2X8WALL ABOVE <br />ENTRY <br />�K/}.BLOCK W/(1) <br />#5CONT. & <br />FILLED <br />50"X10"J'B0LTS <br />1M TRANSOM FRAMING <br />L PLYWOOD <br />PLYWOOD FASTENED TO TRUSSES <br />O/C BOUNDARIES 6" O/C EDGES SHEATHING <br />(USE SP6 FOR 2x6 WALL, USE —PLYWOOD <br />SP8 FOR 2X8 WALL) SHEATHING <br />PER BOTTOM <br />� �� <br />PLATE) <br />ALIERNATE: <br />` 50^D|A.ATREPDXIED <br />MIN. 8"INTO BOND BEAM <br />@ 24"O.C. <br />FRAMING DETAILS ABOVE ENTRY KR <br />� <br />REV. 06,24.22 <br />�MP8ON <br />'NAILED INTO <br />TRANSOM <br />FRAMING <br />0MPSON <br />Sp/ S|MP80N <br />S� <br />/-S|MPS0N <br />0N}N.C8PER BOTTOM PLATE) <br />S|MPSON <br />SP4 <br />2X8 P.T. BOTTOM <br />PLATE <br />(N|N.(�PER BOTTOM PLATE) <br />»� <br />2XTOP PLATE <br />OVERLAPPING <br />| NAILS @6" <br />NGGERED <br />3OLTS @ 24"0.C. <br />AOOFTRUSABOV <br />2X BLOCKING <br />-(2)18dTOE NAILS <br />EA. BLOCKING <br />'2X8WALL ABOVE <br />ENTRY <br />�K/}.BLOCK W/(1) <br />#5CONT. & <br />FILLED <br />50"X10"J'B0LTS <br />1M TRANSOM FRAMING <br />L PLYWOOD <br />PLYWOOD FASTENED TO TRUSSES <br />O/C BOUNDARIES 6" O/C EDGES SHEATHING <br />(USE SP6 FOR 2x6 WALL, USE —PLYWOOD <br />SP8 FOR 2X8 WALL) SHEATHING <br />PER BOTTOM <br />� �� <br />PLATE) <br />ALIERNATE: <br />` 50^D|A.ATREPDXIED <br />MIN. 8"INTO BOND BEAM <br />@ 24"O.C. <br />FRAMING DETAILS ABOVE ENTRY KR <br />� <br />REV. 06,24.22 <br />00 <br />CIA <br />: <br />e: <br />1-10 - <br />To the best of the Lngineer's knowledge. information and belief. <br />the structural plans and spedfications contained <br />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 />Engineer's signature and seal. <br />4 to <br />Lu <br />LO Cl) <br />un <br />cz <br />WO <br />U1.1 <br />20 <br />Wn <br />65 <br />IM <br />110 <br />LO <br />co <br />CD CY) <br />JOB <br />NO <br />23-02469 <br />SCALE <br />AS NOTED <br />SHEET NO. <br />S4 <br />. I ^iar <br />