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W <br />T3 <br />C�- <br />co <br />C14 <br />:0� <br />C'4 <br />CD <br />C , ' 1 4 <br />:1� <br />E3 <br />z <br />0 <br />1: <br />Of <br />00 <br />8 <br />C'4 <br />to <br />CD <br />5�_ <br />9 <br />0 <br />CL <br />E <br />�2 <br />E <br />Cn <br />E <br />20 <br />0_ <br />C) <br />Z::Z- <br />C*4 <br />C) <br />(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />VENT OR 2ND FLOOR <br />PLAN <br />1/2" MINIMUM CEMENT FINISH <br />�/--TYPICAL C.M.U. WALL <br />2x6 / 2x8 WALL BEYOND <br />(2) 2x HEADER TO SIT <br />FLUSH TO THE OUTSIDE <br />STANDARD 3" DIA. TEE <br />3/4" FURRING STRIPS <br />SEE PLAN FOR HEADER <br />SEE PLAN FOR SIZE <br />THREADED 3" DIA. EXTENSION <br />1/2" GYPSUM BOARD <br />CONNECTION <br />SCREW OFF CAP (3" DIA.) <br />W/ DRYWALL SCREWS <br />2x DEAD WOOD @ MID <br />FOR CLEAN -OUT <br />@ 8" O.C. OR 4d <br />PO I NT w/ (3) 12d <br />DRYWALL NAILS <br />MIN. EXTENSION FROM <br />DOUBLE 2x TOP <br />TONEAILS SPACED <br />EVENLY <br />EXTERIOR FACE OF BLOCK <br />11/2" MAXIMUM <br />PLATE 7 <br />INTERIOR <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL <br />FACE OF BLOCK WALL IS 2 1/4" <br />vARIE5 <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) 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. �4 <br />12 SEE TYPICAL WALL SECTION <br />,,----.-_—PRE-ENGINEERED WOOD <br />SEE ELEV. <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 (3) 1 Od TOENAILS T&B <br />NAILS AT EACH STUD AS REQ'D <br />2x BLOCKING @ MID <br />POINT EVERY OTHER <br />+ <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 v <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 <br />W/ 8" EMBEDMENT <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED SOLID W/GROUT <br />1 #5 VERT. IN CONC. FILLED CELL W/ <br />90A <br />STD. 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 />GENERALNOTES <br />SLOPE FORWARD <br />FOR DRAINAGE <br />BLOCKING (TYP.) <br />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 A� <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 COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE <br />SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW (BN� MASONRYLAYOUT rD <br />SCALE: N.T.S. <br />7 518" 8" 7 5/81, 8" 7 5/8" 8" <br />KNOCK -OUT — NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1) #5 <br />FOR CONCRETE PLACEMENT 7 <br />11 <br />7� 11 <br />47-- <br />­ 1 11 <br />ii <br />4 4 4 <br />1 <br />4 <br />STD. WHOOK <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 />'1� SEE FDN. PLAN FOR LOCATION <br />- - <br />T <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 />WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO <br />CREATE A SOLID BASE FOR <br />1/2"X9 1/2" PLYWOOD <br />BLOCK WALL ABOVE. <br />ERIAL <br />AT <br />SCRAP M <br />MOUNTING BASE SHOWN <br />IN POSITION <br />-2x6 MOUNTING BASE <br />< <br />LU <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 />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />GARAGE ENTRY FORM DETAIL <br />8x8x 16 C. M. U. <br />GARAGE DOOR <br />GARAGE DOOR ROLLER <br />NN, 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 />4 <br />4 <br />I <br />POURED CONCRETE BASE FOR 'BOTTOM OF MOUNTING B) <br />TO BE 2"ABOVE FINISHED <br />BLOCK WALL. RECESSED SPACE GARAGE FLOOR. <br />FOR GARAGE DOOR AND WATER <br />SHED FORWARD THIS DRAWING. <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />� �IAI <br />�,o <br />OtI, <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.0 <br />. ) � <br />SOLID AREAS ARE <br />STEELANDGROUT <br />FULL 8x8x16 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 TRANSFER LOAD. <br />2 x 6 P. <br />J-BOLT <br />BRACKET <br />TRACK <br />rop <br />1ARAGE <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 I( �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 />JACKS <br />STUDS <br />JACKS <br />STUDS <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)LSTA30 <br />4'- 9' <br />(2) <br />(3) <br />(2) <br />(2) <br />(1)LSTA30 <br />9'-16' <br />(3) <br />(4) <br />(2) <br />(4) <br />(2) LSTA30 <br />FLAT TRAPS 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 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 11/2" 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 />� �4 <br />SIMPSON <br />SIMPSON <br />SP2 <br />SP4 <br />2X STUDS @ 24" O.C. <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/Sl FOR ADDITIONAL <br />DETAILS <br />12 <br />(TYP.) SEE ELEV. <br />I <br />SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <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 WATER <br />RESISTIVE BARRIEZ� <br />SIMPSON SP2 w/ (12) 10d <br />NAILS AT EACH STUD <br />T RUSS BOTTOM CHORD OR 2x4 <br />1/2" EXTERIOR GRADE SHEATHING <br />CRICKET <br />[BLOCKING W/ 2-16d TOE NAILS <br />EACH END <br />FASTENED TO TRUSSES WITH 8d <br />D:AS:::5�� <br />REQUIREgD�� <br />COMMON WIRE NAILS @ 4" O/C <br />BOUNDARIES 6"O/C EDGES & 8" <br />BLOCKING <br />Lu <br />0 <br />O/C FIELD <br />J <br />2� < <br />CL <br />2x TOP PLATE <br />R to <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 />EB <br />NAILS AT EA. TRUSS VERTICAL WEB <br />2x STUD @ 24" <br />ENT <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 />A <br />I <br />SPAN <br />2x P.T. PLATE <br />EQUAL @ 12" O.C. <br />MOISTURE BARRIER <br />ROOFTRUSS <br />SEE A/S3 FOR <br />STAG GERED FROM BOT. <br />UPLIFT CONNECTOR <br />REINF. INFO. <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 -min- <br />ALT. KNEEWALL ABOVE MASONRY 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 />r" <br />��ICE �A <br />SP <br />TOP 2 ROWS 1 Od @ 3" O.C. (14 <br />SPLICE <br />NAILS TOTAL) EA. SIDE OF <br />4&,, SPLICE STAGGERED <br />1 Od @ 8" O/C <br />ATTACH ALL <br />EXTERIOR STUDS <br />W/ (4) 16d TOENAILS <br />TO'TOP PLATE <br />NOTE: <br />BOTTOM SPLIC <br />PLATE LENGTHS MUST BE OVER STUD <br />AT LEAST 4'-0" LONG. TYPICAL <br />TOP PLATE SPLICE DETAIL <br />6m� <br />SCALE: N.T.S. <br />� �4 <br />F= 2240 LBS <br />SIMPSON <br />SIMPSON SP4 SP2 <br />P.T. <br />ATE <br />SIMPSON <br />SP4 <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 <br />AND BB/Sl FOR <br />ADDITIONAL DETAILS <br />SIMPSON <br />SP2 - <br />-------- <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />RECESS <br />LINTEL <br />SIMPSON <br />Spi SIMPSON <br />SP4 <br />ON�RECESS SIMPS <br />LINTEL SP4 <br />NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP4 <br />SIMPSON <br />Spi <br />SIMPSC <br />SP4 <br />TYPICAL INTERIOR NOW <br />BEARING WOOD FRAME WALL/0" <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 />- <br />(4565# SPF) <br />(5645# SPF) <br />'(6970# SPF) <br />G (9335# SPF) <br />N. 8" <br />:'OXIED A.T.R. <br />& NUT <br />OXIED A.T.R. <br />t & NUT <br />DXIED A.T.R. <br />t & NUT <br />2X8 P.T. BOTTOM PrTE <br />- (�)\-5/8"X`10" "J" BOLT @ 24" O.C. MAX. <br />C (MIN. (2) PER BOTTOM PLATE) <br />C <br />SIMPSON <br />SP4 <br />" <br />4 <br />2X8 P.T. BOTTOM <br />PLATE <br />5/8"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"X10" J-BOLTS <br />@ 2-4- O.C. <br />-MASONRY WALL <br />d NAILS@ 4 <br />A 1 Od NAILS @ 6" O.C. <br />STAGGERED <br />STAGGERED <br />TRANSOM FRAMING <br />0 M <br />0 <br />6 BEYOND. <br />N - - -1 <br />-PLYWOOD FASTENED TO TRUSSES L <br />WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES SHEATHING <br />& 8" O/C FIELD 1 0 <br />SIMPSON SP4 w/ (6) 1 Od x 1 12" <br />(USE SP6 FOR 2x6 WALL, USE .—PLYWOOD <br />SP8 FOR 2x8 WALL) SHEATHING <br />S1 MPSON SP2 w/ (12) 1 Od NAI LS MASONR 0 <br />SIMPSON SP1 W/ (10) 10d NAILS WALL BELOW o1_5/8"X10"J-BOLTS@24"O.C. <br />MAX. (MIN. (2) PER BOTTOM <br />TE) <br />ALTERNATE: <br />5/8" DIA. ATR EPDXIED <br />MIN. 6" INTO BOND BEAM <br />@ 24" O.C. <br />FRAMING DETAILS ABOVE ENTRY rR <br />SCALE: N.T.S. <br />C,4 <br />.,.N � . ........ <br />N S -�- , - .. /r/ -1., <br />. .1 <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 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 />ng nee s si n ure an sea. <br />­ I_. <br />r, <br />W co <br />E r- <br />s !a _j <br />z <br />N 6 S, _j u- <br />0 CMO ID U;- <br />M UD) r'2 1Z uj EL <br />o a. <br />_j ul� U_ W <br />0 <br />. I z :� -.0 ;; <br />. r_ . 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