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LO <br />LO <br />0 <br />CD <br />LO <br />C> <br />r") <br />5�' <br />�3_ <br />LO <br />LID <br />Cr <br />Cn <br />C:) <br />LID <br />C=� <br />C=) <br />I <br />I <br />5�_ <br />r­j <br />LO <br />C� <br />LO <br />LO <br />LO <br />Cr <br />:2 <br />0 <br />CD <br />E <br />1.2 <br />co <br />4) <br />E <br />0 <br />CL <br />E <br />C> <br />U <br />-3 <br />W <br />C=) <br />04 <br />im <br />16 <br />0- <br />LO <br />as <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 H SEE PLAN FOR SIZE <br />EADER <br />THREADED 3" DIA. EXTENSION <br />CONNECTION <br />SCREW OFF CAP (3" DIA.) <br />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 5/8" 8" 75/81, 8" <br />— A <br />v <br />—SOLID AREAS ARE <br />7 5/81, 8" <br />STEEL AND GROUT <br />TONEAILS SPACED EXTERIOR FACE OF BLOCK <br />DOUBLE 2x TOP EVENLY <br />PLATE WALL IS 1 1/2" MAXIMUM <br />K <br />INTERIOR <br />lul <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 />2x BOTTOM PLATE W/ (1) 1 Od @ 8" <br />V E O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S. <br />12 <br />SEE TYPICAL WALL SECTION <br />SEE ELEV. <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 />BLOCKING @ MID <br />_--,--2x <br />POINT EVERY OTHER <br />L <br />STUD W/ NAI S <br />(3) 10d <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 <br />NAILS AT EACH STUD <br />\—BLOCKING (TYP.) <br />2x P.T. PLATE <br />\—ROOF TRUSS <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />F= <br />W/ 8" EMBEDMENT <br />// <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. <br />= <br />AND FILLED SOLID W/GROUT <br />= MOISTURE BARRIER <br />1 #5 VERT. IN CONC. FILLED CELL W/ <br />STD. HOOK IN K.O. BLOCK <br />90A <br />KNEE WALL ABOVE MASONRY WALL <br />DETAIL (' F <br />SCALE: N.T.S. <br />�4 <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 />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 />JOR <br />,TENSION FROM EXTERIOR WALL <br />J/ j 11 <br />CE OF BLOCK WALL IS 2 1/4" 11 [ <br />l <br />CL DOOR OPEN ING DOOR OPEN ING <br />TO DRAIN <br />EXTERIOR <br />WALL CLEAN -OUT rZ� WALL El <br />SCALE: N.T.S. <br />11 —1 11 <br />Fo <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 <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW (B MASONRYLAYOUT rD <br />SCALE: N.T.S. <br />"4,) <br />KNOCK -OUT <br />BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED <br />FOR CONCRETE PLACEMENT <br />l� <br />11 <br />11 <br />�, �= <br />11 <br />- <br />=77J <br />4 <br />STD. gd*HOOK-/ <br />8" 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 W1 (1) #5 VERTICAL <br />SEE FDN. PLAN FOR LOCATION <br />__1E <br />E <br />--- <br />IE-1 <br />NOTES: <br />FILL LINTEL AND ALL CELLS ABOVE LINTEL. <br />NOTE: FOR BEAM DEPTH 22", PR(>VIDE 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 />Q 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"X9 1/2" PLYWOOD <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />< <br />LU <br />> <br />0 <br />FORM CREATES CONCRETE RECESS TO <br />M. <br />2X4 (NO 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 />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 />8x8x 16 C. M. U. GARAGE DOOR TRACK MOUNTING BRACKET <br />I <br />jL <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />CONNECTION ASSEMBLY <br />GARAGEFLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />4 4 <br />'BOTTOM OF MOUNTING I B� <br />POURED CONCRETE BASE FOR <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" O.C. W/ (2) 12d <br />TOENAILS T/B <br />SIMPSON SP4 w/ (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 />10d NAILS @ 8" <br />O/C TYP. <br />DOUBLE 2x <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />SOLID AREAS ARE <br />STEELAND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING --0t <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 TRANSFFR LOAD- <br />2 x 6 P. <br />J-BOLT <br />TRACK <br />BRACKET <br />FOP <br />iARAGE <br />COR <br />Lj%j%jn I <br />W/MOUNTING ANGLE <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />rK <br />K <br />TYPICAL GARAGE DOOR BUCK <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 />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 />4'- 9' <br />(2) <br />(3) <br />(2) <br />(2) <br />(1)LSTA30 <br />9'-16' <br />(3) <br />1 (4) <br />(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 />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 />e INTERIOR HEADER: <br />\_(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />BOX HEADER 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 />S U.N.O. SEE N/S4 <br />IMPSON HTT4 TYP. <br />A <br />HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />BEARING WALLS NOTED <br />P.T. BOT. PLATE <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL rQ <br />SCALE: N.T.S. <br />SIMPSON SIMPSON <br />SP4 SP2 <br />i. �- I <br />2X STUDS @ 24" O.C. <br />N <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />12 <br />SEE ELEV. <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 WA�TE <br />RESISTIVE BARRIER <br />SIMPSON SP2 w/ (12) 1 Od _____4— <br />NAILS AT EACH STUD <br />TRUSS BOTTOM CHORD OR 2X4 <br />1/2" EXTERIOR GRADE SHEATHING <br />CRICKET AS <br />LBLOCKI NG W/ 2-16d TOE NAILS <br />(W 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 (T <br />LLI <br />0 <br />O/C FIELD <br />2x TOP PLATE—/ <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) 1 Odxl 1/2" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />2x STUD @ 24" <br />(24" O.C. MAX) W/ MIN. 4" EMBEDMENT <br />LMAIN <br />O.C. MAX. <br />PROVIDE P.A.F. NAILS OR <br />IN KO BLOCK AT EA. STUD <br />SPAN <br />2x P.T. PLATE <br />I <br />EQUAL @ 12" O.C. <br />MOISTURE BARRIER <br />ROOF TRUSS <br />SEE A/S3 FOR, 7_� <br />STAGGERED FROM BOT. <br />UPLIFT CONNECTOR <br />REINF. INFO. <br />j <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. 90* HOOK IN K.O. BLOCK <br />-ALT. KNEEWALL ABOVE -MASONRY WALL DETAIL <br />SCALE: N.T.S. <br />PIPE OR DUCT W1 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 NAILS TOTAL) EA. SIDE OF <br />SPLICE STAGGERED <br />1 Od @ 8" O/C <br />ATTACH ALL f <br />EXTERIOR STUDS <br />W/ 1A I 16d TOENAILS <br />TOT6PPLATE <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 <br />SIMPSON SP4 <br />SP2 ] <br />1 <br />I bb <br />P.T. <br />ATE <br />SIMPSON <br />SP4 <br />TRANSOM FRAMING <br />SEE SECTION J/SS <br />AND K/SS FOR <br />ADDITIONAL DETAILS <br />SIMPSON <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />RECESS <br />LINTEL <br />SIMPSON <br />SP4 <br />Spi SIMPSON <br />RECESS SIMPSON <br />LINTEL SP4 <br />NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP4 <br />SIMPSON <br />Spi <br />SIMPSON <br />SP4 <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL//"' j <br />SIMPSON SP4 <br />�_2X TOP PLATE <br />OVERLAPPING <br />—10d NAILS @ 6" <br />STAGGERED <br />J-BOLTS @ 24" O.C. <br />MAX <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 />3 (4565# SPF) <br />33 (5645# S P F) <br />3 (6970# SPF) <br />IS (9335# SPF) <br />N. 8" <br />PDXIED A.T.R. <br />& NUT <br />'OXIED A.T.R. <br />Z & NUT <br />DXIED A.T.R. <br />& NUT <br />2X8 P.T. BOTTOM P�ATE <br />I I _T_ <br />5/8"x 10" "J" BOLT @ 24" 0. C. MAX. <br />C (MIN. (2) PER BOTTOM PLATE) <br />C <br />SIMPSON <br />SP4 <br />10 " <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 />518"X10" J-BOLTS <br />@ 2-4' O.C. <br />-MASONRYWALL <br />@ <br />10d NAILS @ 6" O.C. <br />_,_�STAGGERED A <br />I FL� <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 />STAGGERED <br />TRANSOM FRAMING <br />0 0 <br />BEYOND. <br />-PLYWOOD FASTENED TO TRUSSES <br />— L <br />WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD <br />I SHEATHING <br />O/C BOUNDARIES 6" O/C EDGES <br />0 <br />& 8" O/C FIELD <br />a SIMPSON SP4 w/ (6) 1 Od x 1 12" <br />(USE SP6 FOR 2x6 WALL, USE <br />SIMPSON SP2 w/ (12) 10d NAILS MASONRY— —PLYWOOD <br />SP8 FOR 2x8 WALL) SHEATHING <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 />REV. 06.24.22 SCALE: N.T.S. <br />C" <br />C%j <br />C" <br />U_ M_ <br />CUr- <br />-.5 <br />2, cu <br />, <br />cc <br />Cc C2 <br />_10 <br />0 <br />C"O <br />-\ t, Ike>' <br />A <br />Z ;.r3 <br />1 0.... <br />D <br />S cs 1011 <br />in 1, t <br />I <br />0 t a est o t a ngineers knowledge, information and beli ef, <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 />Engineei's signature and sea]. <br />W <br />E <br />AS A111111111111111111, <br />104 <br />r 0 <br />Uj <br />0- <br />CN <br />00 <br />3 <br />LT <br />61011, <br />U U Lu <br />1 <br />_j <br />-6 ;; c- <br />M C: <br />I 1�1 <br />9 <br />':5 FU - �R <br />V�,_ LU <br />,ki <br />W <br />0 <br />c� <br />z <br />0 <br />co Z <br />0 . 0 <br />z <br />� 15, W <br />C) < 0 <br />L) en <br />(D <br />2-1 0 <br />U) <br />Q) <br />U_ <br />4ND <br />LU <br />M <br />0 <br />Wv) <br />LU C� <br />ur) <br />LU <br />E <br />0 as <br />U) <br />W 0 <br />C:1 <br />- <br />fe <br />cl'� <br />00 <br />z <br />U <br />C6 E <br />4 <br />C�_ <br />E <br />M 9 <br />M� <br />UO <br />D . <br />E <br />5� <br />O� <br />0 � <br />0, <br />z <br />ITT <br />.0 <br />0 <br />C <br />0 <br />z <br />C) <br />0. <br />n <br />W <br />< <br />CIO <br />0 <br />03: <br />0 C:) <br />a) <br />> .0 <br />_j <br />U-) <br />LO <br />6 <br />1­1 <br />co <br />C) <br />j LO <br />0- <br />LO <br />0 <br />0 <br />C0 <br />- <br />LO <br />0 <br />0 <br />LL <br />04 <br />o <br />-0 <br />CIO <br />(.0 <br />LO <br />ce) <br />r <br />U-) LO <br />E <br />2:1 <br />(0 <br />0 <br />cc <br />z <br />E <br />03 <br />E <br />0 0 <br />0 _j <br />-a CID <br />< a <br />C: <br />(D <br />_j <br />JOB <br />NO <br />23-06131 <br />SCALE <br />AS NOTED <br />SHEET NO. <br />S4 <br />11 � J. 11 d. 1 1 1 1 1 1 T <br />