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_c! <br />C5 <br />5�_ <br />c:1 <br />-4- <br />c"! <br />cn <br />_13 <br />< <br />�2 <br />�2 <br />-8 <br />c> <br />C'4 <br />C4 <br />LID <br />LO <br />o <br />C) <br />E <br />FE <br />m <br />(D <br />E <br />LZ <br />r") <br />Lo <br />45 <br />— <br />1= <br />18 <br />CL <br />1") <br />0�4 <br />C> <br />C'4 <br />Ln <br />o <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 <br />STANDARD 3" DIA. TEE <br />SEE PLAN FOR HEAD SEE PLAN FOR SIZE <br />ER <br />THREADED 3" DIA. EXTENSION <br />CONNECTION <br />SCREW OFF CAP (3" DIA.) <br />___-­2x DEAD WOOD @ MID <br />FOR CLEAN -OUT <br />PO I NT w/ (3) 12d <br />MIN. EXTENSION FROM <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" 7 5/81, 8" <br />v <br />-SOLID AREAS ARE <br />TONEAILS SPACED <br />E <br />L AND GROUT <br />DOUBLE 2x TOP EXTERIOR FACE OF BLOCK <br />EVENLY <br />WALL IS 1 1/2" MAXIMUM <br />PLATE INTERIOR <br />WALL <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR <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 B LO CKING <br />--�(2) 2x HEADER <br />PER PLAN <br />2x BOTTOM PLATE W/ (1) 1 Od @ 8" <br />vAfRIES O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S. <br />�4 <br />12 <br />TYPICAL WALL SECTION <br />(TYP) SEE ELEV. <br />------SEE <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 />AS REQ'D <br />2x BLOCKING @ MID <br />:=-_'-----POINT EVERY OTHER <br />P T EVERY 6THER <br />TO UIN <br />STUD W/ (3) 1 Od NAILS <br />S D W '3) 11d 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 />2x P.T. PLATE <br />5/8" x 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 CONC. FILLED CELL W/ <br />STD. 90A 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 />GENERALINOTES <br />SLOPE FORWARD <br />FOR DRAINAGE <br />BLOCKING (TYP,) <br />\--ROOFTRUSS <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 5/81, 8" <br />DOOR OPENING DOOR OPENING <br />TO DRAIN <br />EXTERIOR <br />El <br />WALL <br />WALL CLEAN -OUT A� F1 <br />SCALE: N.T.S. �4 Fff A <br />v <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 <br />COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE <br />SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MANUFACTURER. <br />MASONRYLAYOUT rD <br />TYPICAL SECTION THRU WINDOW <br />SCALE: N.T.S. <br />S4 <br />KNOCK -OUT — <br />BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED <br />FOR CONCRETE PLACEMENT <br />STD. 90'HOOK-/ <br />8" 8"T <br />LINTEL BEAM W1 (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 />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 112" PLYWOOD <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL—, <br />_j <br />< <br />Uj <br />X <br />> <br />0 <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 />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />MOUNTING BASE SHOWN <br />IN POSITION GARAGE ENTRY FORM DETAIL <br />2x6 MOUNTING BASE <br />8x8x 16 C. M. U. <br />GARAGE DOOR <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 M <br />_�OURED CONCRETE BASE FOR O_UNTI�NG B <br />BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED <br />GARAGE FLOOR. <br />FOR GARAGE DOOR AND WATER <br />SHED FORWARD THIS DRAWING. <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />2x CRIPPLES @ <br />16" 0. C. W/ (2) 12d <br />TOENAILS T/B <br />SIMPSON SP4 W/ (6) <br />1 Old x 1 1/2" AT EA <br />STUD (USE SP6 FOR <br />2x6 WALL, USE SP8 <br />FOR 2x8 WALL) <br />10d 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 --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 />FOP <br />3 <br />iARAGE <br />iOOR <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 />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 (1) <br />(2) <br />(1) <br />2) <br />(1)LSTA30 <br />41- 9' <br />(2) <br />(3) <br />(2) <br />(2) <br />(1)LSTA30 <br />9'-16' <br />(3) <br />1 (4) <br />(2) j <br />(4) <br />(2) LS <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 />PLAN NOTES FOR <br />REQUIRED CONNECTION <br />2 S <br />-ROW 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 />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 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 <br />SCALE: N.T.S. � �4 <br />SIMPSON SIMPSON <br />�01 <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/Sl FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />12 <br />SEE ELEV. <br />Z2Y <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 BARRIERZ� <br />SIMPSON SP2 wf (12) 10d <br />NAILS AT EACH STUD <br />1/2" EXTERIOR GRADE SHEATHING CRICKET AS <br />FASTENED TO TRUSSES WITH 8d REQUIRED <br />COMMON WIRE NAILS @ 4" O/C <br />" <br />" : <br />: <br />�B <br />BOUNDARIES 6 O/C EDGES & 8 <br />_ — 11LUUMINU, I <br />LOCKING (T <br />O/C FIELD <br />2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />CARRIER/GIRDER TRUSS <br />SIMPSON HETA20 wl (8) 1 0dx1 1/2" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />2�/ <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />Z� <br />I <br />L <br />IN KO BLOCK AT EA. STUD <br />MAIN SPAN <br />-7 <br />MOISTURE BARRIER <br />ROOF TRUSS <br />UPLIFT CONNECTOR <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />(SEE SCHEDULE) <br />AND FILLED W/ GROUT <br />1 #5 VERT. IN CONC. FILLED CELL----- <br />W/ STD. 90' HOOK IN K.O. BLOCK <br />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <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 />L�S.P L I C E NAILS TOTAL) EA. SIDE OF <br />4 SPL <br />ICE STAGGERED <br />1 Od @ 8" O/C <br />ATTACH ALL -j <br />EXTERIOR STUDS <br />W/ tAl 16d TOENAILS <br />T076PPLATE <br />NOTE: <br />BOTTOM SPLIC <br />PLATE LENGTHS MUST BE <br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD <br />TOP PLATE SPLICE DETAIL rM <br />SCALE: N.T.S. <br />F= 2240 LBS <br />SIMPSON rc <br />P.T. <br />ATE <br />011viroulN OrI4 <br />SP2 <br />\,-T <br />0"v'roul"l '- <br />SIMPSON <br />Spi <br />SIMPSON- <br />SP4 <br />__ <br />101 <br />ST <br />TRANSOM FRAMING <br />SEE SECTION J/SS <br />AND K/SS FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />\\-NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP4 <br />M <br />U <br />If <br />I I I <br />2X8 P.T. BOTTOM P�ATE <br />n- <br />I <br />SIMPSON SIMPSON <br />SP4 SP2 <br />-NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />Spi <br />SIMPSON <br />SP4 <br />SIMPSON� <br />SP4 <br />\-5/8"xl 0" "J" BOLT@ 24" O.C. MAX. <br />C (MIN. (2) PER BOTTOM PLATE) <br />SIMPSON <br />SP4 <br />" <br />2X8 P.T. BOTTOM.�' <br />PLATE <br />UU <br />5/8"x10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />B LOC KI NG W/ 2-16d TOE NAI LS <br />@ EACH END <br />< <br />2x TOP PLATE-/ <br />V2-16d <br />NAILS @ 24" O.C. OR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING <br />2x STUD @ 2 411 <br />O.C. MAX. <br />PROVIDE P.A.F. NAILS OR <br />2x P.T. PU TE <br />'k <br />EQUAL @ 12" O.C. <br />STAGGERED FROM BOT. <br />SEE A/S3 FOR <br />PLATE TO CONCRETE <br />REINF. INFO. <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL/"*"j <br />jt"4 <br />2X TOP PLATE <br />OVERLAPPING <br />1 NAILS @ 6" <br />�GGERED <br />LTS @ 24" O.C. <br />2X P.T. PLATE <br />SCALE: N.T.S. '\, �4 <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />SPF) <br />(3075# SPF) <br />(5645# S PF) <br />(6970# SPF) <br />)S (9335# SPF) <br />N. 8" <br />PDXIED A.T.R. <br />& NUT <br />'OXIED A.T.R. <br />& NUT <br />DXIED A.T.R. <br />i & NUT <br />INA <br />ROOF TRUSS ABOVE <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"X10" J-BOLTS <br />@ 2'-0" O.C. <br />-MASONRY WALL <br />10d NAILS@ 4 <br />1 Od NAILS @ 6" O.C. <br />STAGGERED STAGGERED <br />TRANSOM FRAMING <br />0 0 <br />A N BEYOND. <br />-PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES 10 SHEATHING <br />& 8" O/C FIELD <br />L <br />SIMPSON SP4 w/ (6) 10d x 1 12" 1 12K, <br />(USE SP6 FOR 2x6 WALL, USE :—PLYWOOD <br />SP8 FOR 2X8 WALL) <br />SHEATHING <br />SIMPSON SP2 w/ (12) 10d NAILS MASONRY­- <br />5/8"X 10" J-BOLTS @ 24" O.C. <br />SIMPSON SP1 W/ (10) 10d NAILS WALL BELOW 0- <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 />FRAMING DETAILS ABOVE ENTRY <br />REV. 06.24.22 <br />SCALE: N.T.S . <br />C0 <br />S <br />C=1 <br />2:- <br />cc L-:� C4 <br />-g 9! t <br />tz = - <br />C14 r- <br />-Iwo <br />CD C" <br />'j . <br />cc 3: <br />=% .2! <br />� �w <br />CC 0 <br />Cj <br />qv0 <br />"ro <br />a'j'� <br />�'j �' <br />111 <br />0, '�" -' C=_1 <br />.......... <br />0 <br />Ile <br />W <br />To the best of the Engineers knowledge, 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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />rigmee s signature and seal. <br />W <br />'I E <br />0 <br />0 co 8 <br />0 <br />c� 6 's <br />5,01 2 R <br />­- -0 w <br />C:/,) o <br />04 0 <br />a; co <br />Mc L-Lj L'u <br />z <br />uj <br />'S <br />c? <br />0 <br />0 <br />W <br />o 2 cr, <br />0 co <br />z <br />IL <br />-u) zo <br />z <br />cN 0 <br />< U <br />u en <br />W <br />ED <br />0 <br />Q) <br />4-1 <br />M <br />.— <br />Lu <br />C:) .0 <br />U <br />0 <br />Ln <br />Lu <br />114111111111111. <br />u) <br />ISBN" <br />E <br />�j <br />o as <br />u) <br />o <br />z <br />z <br />< <br />E <br />< <br />0 <br />E ij <br />�cu <br />cc3 E <br />< o� <br />9 <' <br />uo <br />'o <br />a� <br />o< <br />Z <br />< o <br />z <br />x � <br />cn ro <br />C <br />C: <br />< 1 <br />- <br />�: < <br />o 6 <br />.2 <br />'o <br />lo � <br />z� <br />z <br />(D <br />o< <br />'o <br />R <br />o <br />U5 <br />> Cfi <br />0 <br />cu <br />0 <br />M co <br />oo­*� <br />< <br />co <br />CN <br />L0 <br />4-a <br />+_j <br />0 <br />C') <br />r <br />C14 <br />0 <br />-0 <br />a) C) <br />LO <br />CN <br />CD <br />It <br />(.1D LO <br />E <br />CY) T_ <br />�i LO <br />0 <br />�E <br />m <br />z <br />E T_ <br />cu <br />E 4-; <br />0 0 <br />-o <br />'a ca <br />C <br />c <br />4) <br />JOB <br />NO <br />23-06116 <br />SCALE <br />AS NOTED <br />SHEET NO. <br />S4 <br />f <br />