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LO <br />00 <br />C> <br />t-0 <br />L0 <br />LO <br />21 <br />0 <br />=3 <br />0- <br />C14 <br />r- <br />> <br />Lo <br />00 <br />LO <br />LO <br />V) <br />C-4 <br />9 <br />C=- <br />I <br />1�0 <br />LO <br />C� <br />LO <br />=1 <br />LO <br />LO <br />C) <br />C14 <br />5�_ <br />E <br />ca <br />0 <br />E <br />0 <br />C111 <br />C= <br />CID <br />(D <br />LO <br />U <br />Uj <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 />ADE SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION <br />CONNECTION <br />SCREW OFF CAP (3" DIA.) <br />_\ t/ FOR CLEAN -OUT <br />SEE PLAN FOR HE R <br />___­­2x DEAD WOOD @ MID <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" 7 5/81, 8" <br />v El <br />SOLID AREAS ARE <br />7 5/81, 8" <br />TONEAILS SPACED <br />DOUBLE 2x TOP EVENLY <br />EXTERIOR FACE OF BLOCK <br />L <br />STEEL AND GROUT <br />PLATE <br />HEADER FLUSH TO OUTSIDE OPTION <br />WALL IS 1 1/2" MAXIMUM <br />EXTENSION FROM EXTERIOR <br />JOR <br />j <br />INTERIOR <br />WALL -\ <br />[I <br />F1 <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 />BOTTOM PLATE W/ (1) 10d @ 8" <br />V14fRiFe�\_2x <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 <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) 1 Od TOENAILS T&B <br />NAILS AT EACH STUD <br />AS REQ'D <br />2x BLOCKING @ MID <br />+ + POINT EVERY OTHER <br />+ STUD W1 (3) 10d N A L, <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 />r <br />8"X8"X1 6" 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 —7 — <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 />1 <br />,CE OF BLOCK WALL IS 2 1/4 <br />(�__w 1 <br />TO DRAIN DOOR OPENING DOOR OPENING <br />EXTERIOR <br />WALL CLEAN -OUT rA WALL F1 0 <br />SCALE: N.T.S. <br />1STCOURSE 2ND COURSE 3RD C OU RSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE <br />REFER TO WINDOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MANUFACTURER. <br />D� <br />TYPICAL SECTION THRU WINDOW MASONRYLAYOUT <br />S4 SCALE: N.T.S. � �4 <br />KNOCK -OUT — <br />BLOCK W/ (1 NOTCH LINTEL WHERE REQUIRED <br />#5 FOR CONCRETE PLACEMENT <br />STD. 9eHOOK-/ <br />8" 8` <br />LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS <br />G REATER THAN 6-13" WIDE (U.N.O. ON <br />PLAN) <br />OPENING <br />FILLED CELL W/ (1) #5 VERTICAL <br />SEE FDN. PLAN FOR LOCATION <br />I <br />___ <br />R <br />�E <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" <br />RM CONCRETE INSET TO <br />////,/—FO <br />CREATE A SOLID BASE FOR <br />1/2"X91/2" PLYWOOD <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />Uj <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 <br />GARAGE ENTRY FORM DETAIL <br />2x6 MOUNTING BASE <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 />__'�OURED CONCRETE BASE FOR 'BOTTOM OF M'OUNTING R� <br />TO BE 2" ABOVE FINISHED <br />BLOCK WALL. RECESSED SPACE <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 />1 Od NAILS@ 8" <br />O/C TYP. <br />DOUBLE 2x <br />CRIPPLE STUD <br />TYPICAL (U.N.0 <br />SOLID AREAS ARE <br />STEEL AND GROUT <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 TRANSIFFIR L OAD_ <br />2 x 6 P. <br />J-BOLT <br />TRACK <br />BRACKET <br />FOP <br />I <br />iARAGE <br />OOR <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 �K <br />SCALE: N.T.'S. �4 <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPE NING <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 />V- 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 />T-1 6' <br />(3) <br />(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"x1 0" OR <br />GREATER HEADER <br />4i _�4 <br />(2) 2x HEADER SEE PLAN <br />INTERIOR HEADER: <br />�S4 \_(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />BOX HEADER e 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 wl SIMPSON <br />LS30 w/ (6) 1 Od x 1 112" EACH <br />SIDE <br />'--2x STUDS TYP. <br />SIMPSON HTT4 TYP. <br />U.N.O. SEE NIS4 <br />HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />BEARING WALLS NOTED <br />P.T. BOT. PLATE WITHOUT UPLIFT <br />WALL HEADER DETAIL <br />rQ <br />SCALE: N.T.S. <br />SIMPSON <br />SIMPSON <br />-518"xl 0" "J" BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />E <br />BOTTOM PLATE <br />--2, <br />SECTION <br />P <br />N <br />\_simps6N SP4 <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/Sl FOR ADDITIONAL <br />DETAILS <br />SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />12 TRUSSES @ 24"O/C <br />-ZITYTYP) SEE ELEV. UPLIFT CONNECTOR (SEE <br />7P.) 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 BARRIER7>A <br />SIMPSON SP2 wl (12) 10d <br />NAILS AT EACH STUD <br />r-T RUSS BOTTOM CHORD OR 2x4 <br />1/2" EXTERIOR GRADE SHEATHING <br />CRICKET S <br />BLOCKING W/ 2-16d TOE NAILS <br />/ @ EACH END <br />FASTENED TO TRUSSES WITH 8d <br />REQUIRE <br />COMMON WIRE NAILS @ 4" O/C <br />BOUNDARIES 6" O/C EDGES & 8" <br />BLOCKING (T <br />LU <br />O/C FIELD <br />U) <br />2x TOP PLATE <br />v <br />2X4 PT STUDS @ 16" O.C. <br />2-16d 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 0dx1 1/2" <br />C= <br />NAILS AT EA. TRUSS VERTICAL WEB <br />2x STUD @ 24" <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />L <br />O.C. MAX. <br />PROVIDE P.A.F. NAILS OR <br />IN KO BLOCK AT EA, STUD <br />MAIN SPAN <br />2x P.T. PLATE <br />EQUAL @ 12" O.C. <br />MOISTURE BARRIER <br />ROOF TRUSS <br />SEE A/S3 FOR, <br />T GERED 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 />1 #5 VERT. IN CONC. FILLED CELL-` <br />W/ STD. 90' HOOK IN K.O. BLOCK _tt_ <br />ALT.- KNEEWALL ABOVE MAS0_NR_Y_WALL DETA_1L <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 />PSPN516ZW/(12)16d NAILS <br />TOP 2 ROWS 1 Od @ 3" O.C. (14 <br />. SPLICE NAILS TOTAL) EA. SIDE OF <br />4,9,, SPLICE STAGGERED <br />r' vvo <br />�P�ICE NAIULS To - <br />SPLICE S <br />1 Od @ 8" O/C <br />ATTACH ALL <br />EXTERIOR STUDS <br />W/ (4116d TOENAILS <br />TOTOP PLATE <br />NOTE: <br />PLATE LENGTHS MUST BE BOTTOM SPLIC <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 />I <br />I Q <br />1 Lu 1­ <br />\-NAILED <br />INTO <br />TRANSOM <br />TRANSOM FRAMING <br />G <br />FRAMING <br />P.T. <br />SEE SECTION J/SS <br />SS <br />-ATE <br />AND K/SS FOR <br />T ILS <br />ADDITIONAL DETAILS <br />A) <br />SIMPSON <br />Spi <br />RECESS <br />SP4 <br />SP4 <br />LINTEL <br />SIMPSON <br />SP4 <br />SIMPSON <br />SP2 <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />Spi SIMPSON <br />SP4 <br />RECESS SIMPSON� <br />LINTEL SP4 <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL//O'j <br />SCALE: N.T.S. <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />SPF) <br />(3075# SPF) <br />3 (4565# SPF) <br />3 (5645# SPF) <br />3 (6970# SPF) <br />)S (9335# SPF) <br />IN. 8" <br />PDXIED A.T.R. <br />I & NUT <br />'OXIED A.T.R. <br />R & NUT <br />OXIED A.T.R. <br />& NUT <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 />2X8 P.T. BOTTOM PrE <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 />2X8 P.T. BOTTOM <br />PLATE <br />5/8"x 10" "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 />@ 2-10" O,C. <br />-MASONRY WALL <br />NAIL <br />@ <br />1 Od NAILS @ 6" O.C. <br />STAGGERED A STAGGERED <br />0 TRANSOM FRAMING <br />I a BEYOND, <br />-PLYWOOD FASTENED TO TRUSSES <br />L PLYWOOD <br />WITH 8d COMMON WIRE NAILS @ 4" <br />O/C BOUNDARIES 6" O/C EDGES SHEATHING <br />0 <br />& 8" O/C FIELD <br />9 SIMPSON SP4w/(6) 10dxl 12" <br />(USE SP6 FOR 2X6 WALL, USE PLYWOOD <br />SP8 FOR 2x8 WALL) <br />SHEATHING <br />SIMPSON SP2 w/ (12) 10d NAILS MASONR <br />SIMPSON SP1 W/ (10) 10d NAILS WALL BELOW o_�-5/8"X10"J-BOLTS@24"O.C. <br />I 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 rR <br />REV. 06.24.22 SCALE: N.T.S. <br />S4 <br />LO <br />2 <br />C= <br />I - CL, <br />C-4 <br />>< <br />M <br />C-4 <br />C= <br />CA cc <br />tic <br />ca <br />75_ <br />E <br />"0 <br />L <br />o t a est o t a ng nee s know e ge, nformation and belief, <br />the structural <br />plans and specifications con' tined 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 <br />engineering portions of the drawing pages bearng <br />Engineer's <br />signature and seal. <br />gq W <br />111141 <br />MIA,, <br />1. <br />t, E <br />C:� co 8 <br />tir�ljl <br />51, <br />(0 0 <br />R C� <br />2 - C.0:1 <br />.5 <br />At <br />�` <br />V) <br />CO F- r- <br />i <br />L <br />N= <br />13 <br />Co LL U_ a- <br />-C� a' 2 <br />r- CU <br />W <br />90 <br />_r_ <br />ca C14 <br />0 2 r- 0 <br />W <br />z <br />0 <br />co Z <br />z <br />0 <br />C) <br />V111 W <br />U) <br />13 <br />< <br />Ln <br />N <br />(D <br />Q) <br />2 <br />4­1 <br />(a <br />0 <br />V) <br />Ln <br />CIL, <br />oft <br />U <br />LU <br />E <br />8 <br />0 <br />Cn I <br />W - <br />< 0 <br />MIA <br />C.0 <br />0 <br />0 <br />z <br />< <br />w E <br />< <br />C:)- <br />E <br />, @ <br />fd <br />�0 <br />00 <br />E <br />0 < <br />CD <br />0 <br />z <br />C: <br />'0 <br />0� <br />I <br />Z, <br />q <br />�z <br />z <br />z 0 <br />0 <br />W <br />W1 <br />5< <br />01 <br />C) <br />_17 <br />> �0 <br />LO <br />LO <br />6 <br />0) <br />2 <br />cu <br />1.-1 <br />< <br />CL <br />1-- <br />I.—I <br />M <br />(0 CD <br />= <br />__j <br />Ise <br />04 <br />Cr <br />oc- <br />0 <br />0 <br />M <br />M <br />LO <br />Ir- <br />< <br />+_j <br />4-1 <br />0 <br />0 <br />ILL <br />co <br />_�e C'4 <br />U C:) <br />C) <br />Lo <br />co 64 <br />00 <br />LO <br />CIO <br />00 <br />M <br />T_ <br />LO LID <br />0) <br />F <br />C) <br />(0 <br />0 <br />z <br />E T_ <br />(n <br />a. <br />E <br />0 0 <br />0 <br />-0 <br />W <br />30B <br />NO <br />23-06137 <br />SCALE <br />AS NOTED. <br />SHEET NO. <br />S4 <br />I FIF i TT-T—FT -I—, Tif I I I I <br />