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M <br />LO <br />c-4 <br />C) <br />aj <br />te) <br />C14 <br />C) <br />A <br />0 <br />=3 <br />-0 <br />- <br />E <br />co <br />a) <br />9 <br />E2 <br />0 <br />LO <br />0- <br />C I n <br />H <br />0 <br />0 <br />0 <br />9 <br />CD <br />Lz <br />0- <br />- <br />19 <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 />" <br />, <br />2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3 <br />DIA. TEE <br />SEE PLAN FOR HEADER—\ /// <br />SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION <br />CONNECTION SCREW OFF CAP (3" DIA.) <br />FOR CLEAN -OUT <br />2x DEAD WOOD @ MID <br />POINT w/ (3) 12d <br />MIN. EXTENSION FROM <br />DOUBLE 2x TOP <br />PLATE <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 />7 5/81, 8" 75/81, 8" <br />—SOLID AREAS ARE <br />7 5/81, 8" <br />TONEAILS SPACED STEEL AND GROUT <br />EXTERIOR FACE OF BLOCK <br />EVENLY <br />WALL IS 1 1/2" MAXIMUM <br />INTERIOR <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR <br />WALL <br />FACE OF BLOCK WALL IS 2 1/4" [lull <br />2x BLOCKING @ EACH END W/ 1 Od @ <br />4" 0,C. FROM EACH HEADER FACE <br />TO BLOCKING <br />--�(2) 2x HEADER <br />PER PLAN <br />W4 <br />T <br />2x BOTTOM PLATE W/ (1) 1 Od @ 8" <br />VARIE5 <br />O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S, �4 <br />12 SEE TYPICAL WALL SECTION <br />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 W1 (2) 12d INTO <br />TRUSS ABOVE <br />2x CLOSURE WALL W/ <br />STUDS @ 16" O.C. W1 <br />SIMPSON SP2 W/ (12) 10d (3) 10d TOENAILS T&B <br />NAILS AT EACH STUD AS REQ'D <br />2x BLOCKING @ MID <br />POINT EVERY OTHER <br />STUD W/ (3) 1 Od NAILS,,� <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 />EDGES & 8" O/C FIELD <br />SIMPSON SP1 W/ (10) 10d <br />NAILS AT EACH STUD <br />?V�\ <br />\_ BLOCKING (TYP.) <br />2x P.T, PLATE <br />ROOFTRUSS <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />W/ 8" EMBEDMENT <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED SOLID W/GROUT <br />MOISTURE BARRIER <br />1 #5 VERT. IN CONIC. FILLED CELL W/ <br />STD. HOOK IN K.O. BLOCK <br />90A <br />KNEE WALL ABOVE MASONRY WALL <br />DETAIL <br />rF_�� <br />............ <br />CL DOOR OPENING —*[*—DOOR OPENING <br />TO DRAIN <br />-0 <br />EXTERIOR <br />WALL <br />F1 <br />WALL CLEAN -OUT rA <br />SCALE: N.T.S. <br />1STCOURSE 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 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 MASONRYLAYOUT D� <br />SCALE: N.T.S. <br />S4 � �4 <br />KNOCK CUT — <br />BLOCK -W/(1)#5 NOTCH LINTEL WHERE REQUIRED <br />FOR CONCRETE PLACEMENT 7 <br />4 4 4 <br />4 <br />R-811 <br />STD. 96*HOOK_/8Fo_ <br />LINTEL BEAM W1 (1) #5 CONT. IN OPENINGS <br />GREATER THAN 6'-D" WIDE (U.N.O. ON <br />PLAN) <br />OPENING <br />FILLED CELL W/ (1) #5 VERTICAL <br />FDN. PLAN FOR LOCATION <br />I <br />--- <br />�E: <br />1 <br />-I <br />UlSEE <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 />SCALE: N.T.S. <br />�' �4 <br />WIDTH OF OPENING VARIES 4" <br />FORM CONCRETE INSET TO <br />CREATE A SOLID BASE FOR <br />1/2"X9 1/2" P LYWOOD BLOCK WALL ABOVE. <br />SCRAP MATERIAL--� <br />< <br />x <br />W <br />> <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 />MOUNTING BASE NOT SHOWN <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />FOR CLARITY SEE DETAIL <br />MOUNTING BASE SHOWN <br />IN POSITION <br />K/S4 <br />GARAGE ENTRY FORM DETAIL <br />SEAT FOR BLOCK IS POURED <br />x6 MOUNTING BASE <br />SCALE: N.T.S. <br />IN PLACE CONCRETE <br />GARAGE FLOOR SLAB <br />8x8xl6 C.M.U. <br />GARAGE DOOR RACK MOUNTING BRACKET <br />TROWEL FINISH SEE <br />GENERALNOTES <br />SLOPE FORWARD <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />FOR DRAINAGE <br />CONNECTION ASSEMBLY //1 <br />GARAGEFLOOR <br />X TRAVEL DIRECTION OF <br />GARAGE DOOR %rill I <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />'114 <br />SEE PLAN FOR FOOTING <br />0— <br />_'�POURED CONCRETE BASE FOR IB TTOM OF MOUNTING E <br />DIMENSIONS <br />BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED <br />FOR GARAGE DOOR AND WATER GARAGE FLOOR. <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SHED FORWARD THIS DRAWING. <br />SCALE: N.T.S. <br />� �4 <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />96 3/8" <br />88" <br />7 <br />58" <br />41 <br />3411 <br />1011 <br />3 1/2"- <br />2x CRIPPLES @ <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />SIMPSON SP4 W1 (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.O.) <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8xl 6 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 />2 x 6 P. <br />J-BOLT <br />BRACKET <br />TRACK <br />% <br />WIMOUNTING ANGLE <br />FOP <br />iARAGE <br />lOOR <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 />�4 <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 />41- 9' <br />(2) <br />1 (3) <br />(2) <br />(2) <br />(1) LSTA31 <br />9'-16' <br />(3) <br />(4) <br />(2) <br />(41 <br />(2) LSTA30 <br />FLAT STRAPS PER CHART ABOVE TO BE BENT <br />NOT REQUIRED @ BEARING WALLS NOTED <br />OVER TOP PLATE ** HOLD DOWN CONNECTIONS <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 TX1 0" OR <br />GREATER HEADER <br />(2) 2x HEADER SEE PLAN <br />a 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 1 1/2" EACH <br />SIDE <br />'�'-2x STUDS TYP. <br />SIMPSON H TT4 TYP. <br />U.N.O. SEE NIS4 <br />HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />P.T. BOT. PLATE BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />("'Q <br />WALL HEADER DETAIL <br />SCALE: N.T.S. � �4 <br />SIMPSON SIMPSON <br />SP2 <br />SP4 <br />2X STUDS @ 24" O.C. <br />5/8"x10" "J" 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 />12 <br />(TYP.) <br />SEE ELEV. <br />SIMPSON SP2 w/ (12) 10d <br />NAILS AT EACH STUD <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 WATE <br />RESISTIVE BARRIEZ" <br />TRUSS BOTTOM CHORD OR 2x4 <br />CRICKET AS <br />BLOCKING W/ 2-16d TOE NAILS <br />1/2" EXTERIOR GRADE SHEATHING <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 />u'j <br />OIC FIELD <br />;2� < <br />CL <br />2x TOP PLATE <br />Cn <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 />CARR[ ER/G I RIDER TRUSS <br />CHORD OR BLOCKING <br />112 <br />SIMPSON HETA20 w/ (8) 10dxl 1/2" <br />XAIP n <br />NAILS AT EA. TRUSS VERTICAL WEB <br />2xSTUD @ 24" <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />L <br />O.C. MAX. <br />P,A.F. NAILS OR <br />IN KO, BLOCK AT EA, STUD <br />MAIN SPAN <br />2x P.T. PLATE <br />FPROVIDE <br />EQUAL @ 12" O.C. <br />MOISTURE BARRIER <br />ROOF TRUSS <br />SEE AIS3 FOR <br />STAGGERED FROM BOT. <br />UPLIFT CONNECTOR <br />1 <br />REINF. INFO. <br />PLATE TO CONCRETE <br />8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. <br />(SEE SCHEDULE) <br />AND FILLED W/ GROUT <br />1 #5 VERT. IN CONC. FILLED CELL---- --i I <br />W1 STD. 90' HOOK IN K.O. BLOCK <br />1-It <br />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <br />SCALE: N.T.S. <br />PIPE OR DUCT w/ PENETRATION THRU TOP PLATE wl 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 <br />;��_ NAILS TOTAL) EA. SIDE OF <br />4,9,, SPLICE STAGGERED <br />kSPLICE NA <br />SPI <br />1 Od @ 8" O/C <br />ID/O �"-_ - <br />ATTACH ALL f <br />EXTERIOR STUDS <br />W/ (4) 16d TOENAILS <br />TOTOP 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 />�4 <br />F= 2240 LBS <br />SIMP <br />SON rc <br />2X P.T. <br />PLATE <br />SIMPSON <br />SP4 --- <br />SP2 <br />SIMPSON <br />j <br />1 D <br />ST <br />TRANSOM FRAMING <br />SEE SECTION AA/Sl <br />AND BB/Sl FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />\-NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP4 <br />S IMPSON <br />Spi <br />SIMPSON- <br />SP4 <br />__x <br />J- <br />M <br />2 OTTOM E <br />PLAT <br />I I I I — <br />SIMPSON <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />Spi SIMPSON <br />SON SP4 <br />SIMP <br />SP4 <br />r1sv,­1n­­-BOLT@24"O.C. MAX. <br />(MIN� (2) PER BOTTOM PLATE) <br />SIMPSON <br />SP4 <br />" <br />4 4, 4) 1 <br />2X8 P.T. BOTTOM\-\ <br />PLATE <br />5/8"x10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL//'�j <br />SP4 <br />2X TOP PLATE <br />OVERLAPPING <br />I NAILS @ 6" <br />kGGERED <br />3OLTS @ 24" O.C. <br />kX <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 />N. 8" <br />:'OXIEDA.T.R. <br />�&NUT <br />OXIED A.T.R. <br />& NUT <br />DXIED A.T.R. <br />& NUT <br />C <br />ROOFTRUSSABOVE <br />2X BLOCKING <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"X1 0" J-BOLTS <br />@ 2-4- O.C. <br />-MASONRY WALL <br />1 Od NAILS @ 4 <br />10d NAILS @ 61, O.C� <br />STAGGERED A STAGGERED <br />TRANSOM FRAMING <br />BEYOND. <br />V <br />o <br />PLYWOOD FASTENED TO TRUSSES <br />L <br />WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES '0 SHEATHING <br />& 8" O/C FIELD <br />L <br />0 SIMPSON SP4w/(6) 10dxl 12" <br />(USE SPIS FOR 2XIS WALL, USE .—PLYWOOD <br />SP8 FOR 2X8 WALL) SHEATHING <br />SIMPSON SP2 w/ (12) 10d NAILS MASONRY­- <br />SIMPSON SP1 w/ (10) 1 Od NAILS WALL BELOW O�. 5/8"X1 0" J-BOLTS @ 24" O.C. <br />1 <br />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 />SCALE: N.T.S. <br />J_ C�_ <br />Lo <br />c), a) <br />< <br />W (0 6- -0 <br />0) 0,10 <br />0 <br />C: <br />0 <br />X1 n1A <br />S <br />V4 <br />< <br />Ul <br />% F L <br />OFESSIO, <br />To ebestofthe ngineers 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 />Engineer's signature and seal, <br />C) <br />Lo <br />W oo <br />E <br />U <br />04 6 M <br />C <br />0 .2 .0 a) u, LU <br />(0 <br />, Z�; oo w . <br />0 U) r-- t-�T? 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