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LO <br />LO <br />LO <br />LO <br />V) <br />z3 <br />z; <br />LO <br />C:1 <br />9 <br />LO <br />10 <br />c14 <br />LO <br />Lo <br />2 <br />:2 <br />Lo <br />C14 <br />Z�) <br />re') <br />�> <br />rl�l <br />Lo <br />LO <br />a <br />LO <br />cr <br />cL <br />E <br />En <br />c, <br />c: <br />a- <br />LZ <br />21 <br />LO <br />�7__ <br />LO <br />CN <br />LO <br />a; <br />Lu <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 SIZE THREADED 3" DIA. EXTENSION. <br />SEE PLAN FOR HEADER <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 />1_ <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 5/8" 8" <br />EI] v <br />-SCLID AREAS ARE <br />7 5/8" 8" <br />TONEAILS SPACED STEEL AND GROUT <br />EXTERIOR FACE OF BLOCK <br />DOUBLE 2x TOP 4­ <br />EVENLY <br />PLATE WALL IS 1 1/2" MAXIMUM <br />INTERIOR <br />WALL <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR <br />FACE OF BLOCK WALL IS 2 1/4" [lull <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 />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) 1 Od <br />(3) 10d TOENAILS T&B <br />NAILS AT EACH STUD <br />_j AS REQ'D <br />2x BLOCKING @ MID <br />F. POINT EVERY OTHER <br />S <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 />-4. <br />SIMPSON SP1 W/ (10) 10d <br />NAILS AT EACH STUD <br />2x P.T. PLATE <br />b/8" X 10" "J" BOLT @ 2411 O/C MAX <br />W/ 8" EMBEDMENT <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED SOLID W/GROUT <br />- - <br />1 #5 VERT. IN CONC. FILLED CELL W/ <br />STD. 90A HOOK IN K.O. BLOCK mp�_ <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 />GENERALNOTES <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 />CL_ DOOROPENING —**]—DOOR OPENING <br />TO DRAIN <br />EXTERIOR Fol <br />WALL <br />WALL CLEAN —OUT _'N� F1 <br />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 <br />COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS 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 <br />SCALE: N.T.S. <br />KNOCK -OUT) #5 <br />BLOCK W1 (1 NOTCH LINTEL WHERE REQUIRED <br />FOR CONCRETE PLACEMENT <br />STD. 9 <br />8" d'HOOK 8" <br />LIN TEL BEAM W1 (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 />1,EE <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 />Q 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 1/2" PLYWOOD <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL -- <br />MOUNTING BASE SHOWN <br />IN POSITION <br />—2x6 MOUNTING BASE <br />---- <br />� <br />Uj <br />> <br />0 <br />FORM CREATES CONCRETE RECESS TO <br />RECEIVE GARAGE DOOR AND TO ALLOW <br />j <br />2X4 (NO M.) <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 />GARAGE ENTRY FORM DETAIL <br />GARAGE DOOR-----_ <br />8x8x16 C.M.U. <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 MOUNTING R <br />_"�OURED 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 />VIV <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 />1 Od NAILS@ 8" <br />O/C TYP. <br />DOUBLE 2x <br />CRIPPLE STUD <br />< <br />TYPICAL (U.N.O.) C�� <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x1 6 BLOCK <br />DOOR OPENING <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 />W/MOUNTING 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"x4"WALL <br />2" x 6" WALL <br />STRAPS <br />JACKS <br />STUDS <br />JACKS <br />STUDS <br />SIZE <br />EAEND <br />EAEND <br />EAEND <br />EAEND <br />SIMPSON <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) LSTA30 <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />(3) <br />(4) <br />(2) <br />(4) <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 />VIER T' <br />NOT RE' <br />W'THOL <br />SEE FLC <br />REQU IR <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 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 rQ <br />SCALE: N.T.S. <br />�4 <br />SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 2;0-C. <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/Sl FOR ADDITIONAL <br />DETAILS <br />RECESS <br />LINTEL <br />SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />12 TRUSSES @ 24" O/C <br />(TYP) SEE ELEV. 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 BARRIER7�A <br />SIMPSON SP2 w/ (12) 10d <br />NAILS AT EACH STUD <br />1/2" EXTERIOR GRADE SHEATHING <br />CRICKET AS <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 />OIC 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 />B <br />NAILS AT EA. TRUSS VERTICAL WEB <br />EA <br />'ENT <br />(24" O.C. MAX) wl MIN. 4" EMBEDMENT <br />IN KO BLOCK AT EA. STUD <br />MAIN SPAN <br />MOISTURE BARRIER <br />ROOF TRUSS <br />UPLIFT CONNECTOR <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 <br />W/ STD. 90' HOOK IN K.O. BLOCK <br />ALT. KNEEWALL ABOVE MASONRY <br />WALL DETAIL <br />SCALE: N.T.S. <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 <br />2 ROWS 1 Od @ 3" O.C� (14 <br />���.S PP L 11 C E NAILS TOTAL) EA. SIDE OF <br />SPI <br />SPLICE STAGGERED <br />1 Od @ 8" O/C <br />ATTACH ALL <br />EXTERIOR STUDS <br />W1 IAI 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 M <br />SCALE: N.T.S. <br />F= 2240 LBS <br />SIMPSON C <br />SIMPSON SP4 SP2 <br />P.T <br />ATE' <br />TRANSOM FRAMING <br />SEE SECTION J/SS <br />AND K/SS FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />SIMPSON SIMPSON <br />SP4 SP2 i <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />spi <br />SIMPSON <br />SIMPSON SP4 --\\ <br />SP4 <br />NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP4 <br />SIMPSON <br />spi <br />SIMPSC <br />SP4 <br />TRUSS BOTTOM CHORD OR 2x4 <br />BLOCKING W/ 2-16d TOE NAILS <br />@ EACH END <br />L.0 <br />Q <br />� a <br />U) <br />2x TOP PLAT E -/ <br />V <br />2-16d NAILS @ 24" O.C. OR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING <br />2x STUD @ 24" <br />O.C. MAX. <br />ROVIDE P.A.F. NAILS OR <br />2x P.T. PLATE <br />rp <br />EQUAL @ 12" O.C. <br />STAGGERED FROM BOT. <br />SEE A/S3 FOR <br />PLATE TO CONCRETE <br />REINF. INFO. <br />TYPICAL INTERIOR NOW <br />BEARING WOOD FRAME WALL//'�j <br />SIMPSON SP4 <br />2X TOP PLATE <br />OVERLAPPING <br />1 Od NAILS @ 6" <br />STAGGERED <br />J-BOLTS @ 24" O.C. <br />MAX <br />—2X P.T. PLATE <br />SCALE: N.T.S. <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 />PDXIED A.T.R. <br />& NUT <br />'OXIED A.T.R. <br />& NUT <br />DXIED A.T.R. <br />& NUT <br />2X8 P.T. BOTTOM PrTE <br />\- 518"xl 0" "J" BOLT @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />C <br />SIMPSON <br />SP4 <br />2X8 P.T. BOTTOM <br />PLATE <br />518"x10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <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 />@ Z-10" O.C. <br />-MASONRYWALL <br />1 Od NAILS @ 4 <br />1 Od NAILS @ 6" O.C. <br />A <br />STAGGERED <br />D <br />A / N N TRANSOM FRAMING <br />0 <br />BEYOND. <br />-PLYWOOD FASTENED TO TRUSSES <br />L PLYWOOD <br />WITH 8d COMMON WIRE NAILS @ 4" <br />OIC BOUNDARIES 6" O/C EDGES 10 SHEATHING <br />& 8" O/C FIELD <br />o SIMPSON SP4 wl (6) 1 Od x 1 12" <br />(USE SP6 FOR 2X6 WALL, USE —PLYWOOD <br />SP8 FOR 2X8 WALL) SHEATHING <br />o SIMPSON SP2 w/ (12) 1 Od NAILS MASONRY-- <br />5/8"X10" J-BOLTS @ 24" O.C. <br />e 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 />LU <br />6,0 <br />_:owl <br />e E- <br />- <br />2 . <br />E <br />0 <br />t <br />�x <br />1� C, <br />cl <br />L <br />A0, <br />C', <br />U-� <br />a <br />L <br />ess <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature an d seal. <br />W <br />E <br />4 0 <br />18 1-1 <br />5 - 6.-. <br />Uj 0 <br />- <br />co <br />0 <br />.9 <br />04 C) <br />0 6 ;r <br />4 c. aj <br />0 _-� -6 <br />L� u, <br />Z W c: o" <br />R -,-- <br />0 <br />0 W ::, <br />0. <br />0 W US) <br />Z Z� 0 <br />- <br />8 <br />z <br />00 <br />W <br />o <br />cl- <br />7' <br />Cz <br />Q) — <br />4--J <br />j:) <br />0, <br />0 <br />Ln <br />Ln <br />u) <br />Lu <br />E <br />8 <br />aj <br />o <br />co <br />cl­� <br />It j <br />u_ <br />ce E <br />E 8 <br />4 <br />z <br />< <br />1-12 (6 <br />a <br />cc=3 E <br />o. <br />o' <br />zo< <br />o< <br />lo. <br />8 <br />o <br />z <br />< c, <br />'o <br />now <br />M <br />'o <br />o <br />c� <br />lo <br />M <br />ou <br />.2 0 <br />E2 <br />LO <br />LO <br />< <br />(D <br />p- <br />a) <br />L_ <br />Ir- <br />C) <br />j LO CL <br />LO <br />(_—) 0 <br />Cr 0 <br />(0 <br />M <br />LO <br />4_j 0 <br />< <br />U_ <br />0 <br />I <br />_Ile <br />U 00 <br />C:) <br />Lr) <br />-0 co <br />CIO C14 <br />C) <br />U-) <br />LO <br />CN <br />CN <br />< C-0 LID <br />E <br />LO <br />E <br />6 <br />co <br />z <br />:3 <br />E (D <br />m <br />r_ <br />cu <br />E <br />0 0 '0 m <br />< 0 1 <br />a) <br />JOB <br />NO: 23-06126 <br />SCALE AS NOTED <br />SHEET NO. <br />S4 <br />