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f1f <br />zi; <br />LO <br />LO <br />LO <br />9 <br />0 <br />0 <br />:Q <br />co <br />C'4 <br />C.0 <br />LO <br />�2 <br />C:) <br />I <br />LO <br />LO <br />LO <br />C-4 <br />LO <br />E <br />co <br />0 <br />�2 <br />01� <br />C> <br />CN <br />LO <br />5�q <br />C14 <br />LO <br />C� <br />LO <br />C:) <br />LO <br />LO <br />FD <br />311 <br />0 <br />0 <br />C14 <br />E <br />co <br />a) <br />E <br />0 <br />CL <br />Z� <br />0 <br />LZ <br />C14 <br />a; <br />0 <br />0- <br />C14 <br />CN <br />LO <br />as <br />0 <br />1=1 <br />Li <br />V) <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 HEADE SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION <br />/1 <br />CONNECTION SCREW OFF CAP <br />3" DIA <br />DOUBLE 2x TOP <br />PLATE <br />. <br />FOR CLEAN -OUT <br />__`�2x DEAD WOOD @ MID <br />POINT w/ (3) 12d <br />MIN. EXTENSION FROM <br />TONEAILS SPACED <br />EVENLY EXTERIOR FACE OF BLOCK <br />WALL IS 1 1/2" MAXIMUM <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 />INTERIOR <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR <br />WALL <br />FACE OF BLOCK WALL IS 2 1/4" <br />2x BLOCKING @ EACH END W/ 1 Od @ <br />4" O.C. FROM EACH HEADER FACE <br />TO BLOCKING <br />--(2) 2x HEADER <br />PER PLAN <br />2x BOTTOM PLATE W/ (1) 10d @ 8" <br />VARIES O.C. TO EACH HEADER FACE <br />///-7 <br />�1171 <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. STU DS @ 16" 0. 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 NAI <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) 1 Od 6a <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 CONIC. FILLED CELL W/ <br />STD. 90A HOOK IN K.O. BLOCK <br />Ir <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 />GENERAL NOTES <br />SLOPE FORWARD <br />FOR DRAINAGE <br />BLOCKING (TYP.) <br />\----ROOF 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 />CL <br />TO DRAIN <br />EXTERIOR <br />WALL <br />WALL CLEAN -OUT <br />SCALE: N.T.S. �4 <br />7 5/81, 8" 7 5/81, 8" 7 5/81, 8" <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 rD <br />B� <br />"J4 SCALE: N.T.S. � �4 <br />KNOCK -OUT — <br />BLOCK W/(l)#5 NOTCH LINTEL WHERE REQUIRED <br />FOR CONCRETE PLACEMENT 7 <br />�,�jj <br />11 /_11 11 <br />4 <br />8" STD. WHOOKJ 8"-,-- <br />LINTEL BEAM W/ (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 />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 />G <br />S4 <br />WIDTH OF OPENING VARIES 4" <br />FORM CONCRETE INSET TO <br />CREATE A SOLID BASE FOR <br />1/2"X91/2" PLYWOOD <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL—� <br />N <br />< <br />LU <br />> <br />0 <br />FORM CREATES CONCRETE RECESS TO <br />0 <br />RECEIVE GARAGE DOOR AND TO ALLOW <br />2X4 (N m-7 <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 <br />GARAGE ENTRY FORM DETAIL <br />2x6 MOUNTING BASE SCALE: N.T.S. <br />GARAGE DOOR RACK MOUNTING BRACKET <br />8x8x16 C.M.U. ...... 7, <br />0 /�-� <br />1, <br />GARAGE DOOR ROLLER z/ GARAGE DOOR TRACK <br />ME <br />CONNECTION ASSEMBLY <br />GARAGEFLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL L <br />SCALE: N.T.S. <br />4 <br />;1 1 <br />POURED CONCRETE BASE FOR 'BOTTOM OF MOUNTING B E <br />BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED <br />GARAGE FLOOR. <br />FOR GARAGE DOOR AND WATER <br />SHEDFORWARD THIS DRAWING. <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />01/0v <br />2x CRIPPLES @ <br />16" 0. 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.O.) <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING -(j <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 />TRACK <br />BRACKET <br />FOP <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 rK <br />SCALE: N.T.S. <br />1\,��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 />JACKS <br />STUDS <br />JACKS <br />STUD <br />SIZE <br />EA END <br />EA END <br />EA END <br />EA END <br />SIMPSON <br />11 -4- <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) LSTA 30 <br />4'- 9' <br />(2) <br />(3) <br />(2) <br />I (2) <br />(1)LSTA30 <br />9'-16' <br />(3) <br />(4� <br />(2) <br />(4) <br />—1 <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 />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 W1 (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 />P.T. BOT. PLATE <br />BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL rQ,_� <br />SCALE: N.T.S. <br />�14� <br />SIMPSON <br />SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24" C. <br />A A <br />2X STUDS @ 24- O.C. <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 Tx4" 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 BARRIER7;50 <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 AS <br />BLOCKING W/ 2-16d TOE NAILS <br />@ EACH END <br />FASTENED TO TRUSSES WITH 8d <br />REQUIRED <br />COMMON WIRE NAILS @ 4" O/C <br />BOUNDARIES 6" OIC EDGES & 8" <br />BLO KING <br />LU <br />O/C FIELD <br />n <br />2x TOP PLAT E <br />\�2-16d <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 />NAILS AT EA. TRUSS VERTICAL WEB <br />2x STUD @ 24" <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />Z� <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 A/S3 FOR <br />STAGGERED FROM BOT. <br />UPLIFT CONNECTOR <br />REINF. INFO. <br />PLATE TO CONCRETE <br />8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. <br />(SEE SCHEDULE) <br />/8"X10" "J" BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />E <br />SECTION <br />,,--2. <br />D <br />-.� <br />H _4 <br />\--simps6N SP4 <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />AND FILLED W/ GROUT <br />1 #5 VERT. IN CONC. FILLED CELL----- --i I <br />W/ STD. 900 HOOK IN K.O. BLOCK <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 <br />2 ROWS 1 Od @ 3" O.C. (14 <br />SPLICE NAILS TOTAL) EA. SIDE OF <br />4(9,, SPLICE STAGGERED <br />1 Od @ 8" O/C <br />ATTACH ALL f <br />EXTERIOR STUDS <br />W/ Y�16d TOENAILS <br />TO P PLATE <br />NOTE: <br />BOTTOM SPLIC <br />PLATE LENGTHS MUST BE <br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD <br />TOP PLATE SPLICE DETAIL <br />SCALE: N.T.S. <br />F= 2240 LBS <br />SIMPSON <br />(�C <br />P.T. <br />-ATE <br />olivit"JUN 01`4 � <br />SP2 <br />\-r <br />SIMPSON <br />1 O <br />ST <br />: <br />J- <br />M <br />I <br />TRANSOM FRAMING <br />SEE SECTION J/SS <br />AND K/SS FOR <br />ADDITIONAL D ETAILS <br />RECESS <br />LINTEL <br />\\�NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP4 <br />SIMPSON <br />Spi <br />SIMPSON-, <br />SP4 <br />7 -:F� <br />2X8 P.T. BOTTOM PrTE <br />I <br />C <br />SIMPSON SIMPSON <br />SP4 SP2 <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON - <br />Spi SIMPSON <br />SP4 --\ <br />ON� <br />S I M PS <br />SP4 <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL/"'j <br />P4 <br />2X TOP PLATE <br />OVERLAPPING <br />NAILS @ 6" <br />NGGERED <br />3OLTS @ 24" O.C. <br />kX <br />2X P.T. PLATE <br />B <br />"J" BOLT @24"O.0 MAX <br />(MIN. (2) PER BOTTOM PLATE) <br />SIMPSON <br />SP4 <br />" <br />2X8 P.T. BOTTOM <br />PLATE <br />5/8"x`10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />SCALE: N.T.S. <br />1\ �4 <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />SPF) <br />(3075# SPF) <br />(4565# SPF) <br />(5645# SPF) <br />33 (6970# SPF) <br />)S (9335# SPF) <br />N. 8" <br />PDXIED A.T.R. <br />Z & NUT <br />'OXIED A.T.R. <br />Z & NUT <br />0XIED A.T.R. <br />I & NUT <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"X 10" J-BOLTS <br />@ 2'-0" O.C. <br />'MASONRY WALL <br />1 Od NAILS @ 4 <br />1 Od NAILS @ 6" O.C. <br />STAGGERED A STAGGERED <br />TRANSOM FRAMING <br />0 0 <br />BEYOND. <br />-PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS @ 4 PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES SHEATHING <br />to <br />& 8" O/C FIELD <br />SIMPSON SP4w/(6) 10dx 1 12" <br />(USE SP6 FOR 2x6 WALL, USE —PLYWOOD <br />SP8 FOR 2x8 WALL) SHEATHING <br />* SIMPSON SP2 wl (12) 10d NAILS MASONRY­- <br />5/8"X10" 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 />rR <br />REV. 06.24.22 <br />SCALE: N.T.S. <br />CU <br />Z,; cc =1 0- <br />-M C-4 '- <br />5, <br />�z Z C, -= <br />"q <br />_;k �e <br />t S, t <br />C-4 <br />'7 <br />slot <br />N <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />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 />st <br />the ructural <br />engineering portions of the drawing pages beadng <br />Engineer's <br />signature and seal. <br />og�g <br />83 <br />Kom 5 6 s, <br />0 <br />u7 <br />u <br />Co LL U_ <br />_j <br />z M C <br />7ER 0 <br />Ca 04 0 �c <br />W 02 <br />W Cr 3: <br />Lu <br />Z 00 Ci M <br />U� C,4 Z < <br />LL <br />CO <br />b of 0 <br />3 < 0 <br />z 0 V) <br />W 10 0 <br />Q) CD <br />4-1 <br />G) <br />0 <br />V) <br />Ln =D <br />U) <br />8 <br />0 <br />co 0 <br />< <br />U_ <br />E <br />E <br />CU rd <br />;� � <br />00 <br />E <br />0, <br />z <br />10 <br />< 0 <br />U.) 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