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�5 <br />C) <br />M <br />-.4- <br />1`1 <br />C1_j <br />Cr <br />0 <br />;2 <br />- <br />31 <br />L6 <br />1:�! <br />LO <br />C14 <br />C14 <br />E <br />E <br />0 <br />d) <br />__j <br />LE <br />.0 <br />16 <br />0 <br />3 <br />o <br />LZ <br />to <br />C14 <br />C> <br />LO <br />LO <br />_2E <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 <br />3" DIA <br />i <br />DOUBLE 2x TOP <br />PLATE <br />2xBLOCKING@EACH ENDW/10d@ <br />4" O.C. FROM EACH HEADER FACE <br />74-1 TO BLOCKING <br />(2) 2x HEADER <br />PER PLAN <br />2xBOTTOMPLATEW/(1)10d@8" <br />VARIE5 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 />(TYP) 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. 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) 10d TOENAILS T&B <br />NAILS AT EACH STUD _j <br />AS REQ'D <br />2x BLOCKING @ MID <br />=,----,--POINT EVERY OTHER <br />CRICKET AS REQUIRED STUD W/ (3) 15!!� <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 )A <br />NAILS AT EACH STUD <br />2x P.T. PLATE <br />5/8" x 10" "J" BOLT @ 24" OIC 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 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 />\--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 />( <br />.) <br />FOR CLEAN -OUT <br />2x DEAD WOOD @ MID <br />PO I NT w/ (3) 12d <br />MIN. EXTENSION FROM <br />TONEAILS SPACED <br />EXTERIOR FACE OF BLOCK <br />EVENLY <br />" <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 />WALL IS 11/2 <br />MAXIMUM <br />INTERIOR <br />WALL <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR <br />FACE OF BLOCK WALL IS 2 1/4" <br />TO D CL <br />AIN <br />EXTERIOR <br />WALL <br />WALL CLEAN -OUT A <br />SCALE: N.T.S. <br />REFER TO WINDOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW <br />KNOCK -OUT) .5 NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1 FOR CONCRETE PLACEMENT <br />STD. WHOOK J811-3 <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 />--- <br />NOTES: <br />0 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 />FORM CONCRETE INSET TO <br />- <br />CREATE A SOLID BASE FOR <br />1/2"X9 1/2" PLYWOOD <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL-� I <br />LU <br />0 <br />FORM CREATES CONCRETE RECESS TO <br />2X4 <br />KEEP STIFFENER BACK FROM SIDES ENOUGH <br />FOR WATER SHED. <br />OM.) RECEIVE GARAGE DOOR AND TO ALLOW <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 />_8x8x16 C.M.U. <br />GARAGE DOOR <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 />z/1 1�_ <br />--"POURED CONCRETE BASE FOR BOTTOM OF MOUNTING 13) <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 />7 5/81, 8" 7 5/81, 8" 7 5/81, 8" <br />1 ST COURSE 2ND COURSE 3RD COURSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE <br />COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MASONRYLAYOUT rD <br />SCALE: N.T.S. <br />� �4 <br />16" O.C. W/ (2) 12d <br />2x CRIPPLES @ <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 />< <br />TYPICAL (U.N.O.) <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 TRANSFER LOAD. <br />2 x 6 P. <br />J-BOLT <br />BRACKET <br />TRACK <br />FOP <br />iARAGE <br />lOOR <br />W/MOUNTING ANGLE <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVALS <br />HEETS <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />TYPICAL GARAGE DOOR BUCK <br />SCALE: N.T.S. <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 />1'm 4' <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) LSTA30 <br />(2) <br />(3) <br />(2) <br />(2) <br />(1)LSTA30 <br />�9'- 1 �6' <br />(3) <br />(4) <br />(2) <br />1 (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" OIC 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 />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 w/ SIMPSON <br />LS30 w/ (6) 1 Od x 11/2" EACH <br />SIDE <br />�to <br />"'�-2x STUDS TYP. <br />3 SIMPSON HTT4 TYP. <br />A. <br />U.N.O. SEE NIS4 <br />** HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />P.T. BOT. PLATE BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL - rQ <br />SCALE: N.T.S. <br />MPSON <br />SIMPSON SI <br />SP2 <br />SP4 <br />2X STUDS @ 24" O.C. <br />A <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 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 BARRIER_,__--_`_�_--__1 <br />SIMPSON SP2w/(12) 10d <br />NAILS AT EACH STUD <br />RUSS B0170M CHORD OR 2x4 <br />1/2" EXTERIOR GRADE SHEATHING <br />CRICKET AS <br />FB'LOCKING 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" O/C EDGES & 8" <br />BLOCKING (T <br />LU <br />O/C FIELD <br />EL <br />2x TOP PLAT E <br />Cn <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 />—7— <br />CHORD OR BLOCKING <br />SIMPSON HETA20 w/ (8) 1 0dx1 1/2" <br />IL <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 />STAGGERED 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 />18"x 10" "J" BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />E <br />BOTTOM PLATE <br />SECTION <br />III <br />SIMPSON SP4 <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/Sl FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />AND FILLED W/ GROUT <br />1 #5 VERT. IN CONC. FILLED CELL----- __71 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 W/ 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 10d @ 3" O.C. (14 <br />SPLICE NAILS TOTAL) EA. SIDE OF <br />4&,, S P LICE STAGGERED <br />1 Od @ 8" O/C <br />ATTACH ALL f <br />41-1 <br />EXTERIOR STUDS <br />W/ (4) 16d TOENAILS <br />TO'TOP 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 rM <br />SCALE: N.T.S. <br />�4 <br />F= 2240 LBS <br />SIMPSON rc <br />-ATE <br />011viroulN OtIq <br />SP2 <br />[T- <br />: <br />SIMPSON <br />spi <br />SIMPSON <br />SP4 <br />.: <br />'X <br />- <br />10( <br />ST <br />:Z11 <br />M <br />TRANSOM F'RAMISG <br />SEE SECTIO N J/S <br />AND K/SS FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />\\--NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP4 <br />I <br />T. BOTTOM P�T E <br />SIMPSON SIMPSON C <br />SP4 SP2 <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />Spi SIMPSON <br />SP4 <br />SIMPSON <br />0 SP4 <br />\-5/8"xl 0" "J" BOLT@ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />SIMPSON <br />SP4 <br />" <br />2X8 P.T. BOTTOM <br />PLATE <br />FE__] <br />5/8"xl 0" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />TYPICAL INTERIOR NOW <br />BEARING WOOD FRAME WALL/**� j <br />r,4 <br />2X TOP PLATE <br />OVERLAPPING <br />NAILS @ 6" <br />%GGERED <br />LTS @ 24" O.C. <br />VX <br />SCALE: N.T.S, \_, �4 <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />SPF) <br />(3075# SPF) <br />3 (4565# SPF) <br />33 (5645# S PF) <br />3 (6970# SPF) <br />)S (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 />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 />@ 2--0" O.C. <br />'MASONRY WALL <br />—10d NAILS@ 4 <br />O.C. <br />10d NAILS @ 6 <br />STAGGERED A <br />f ST <br />GG <br />I <br />/ 0 0 TRANSOM FRAMING <br />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 />L <br />SIM PSON SP4 wl (6) 1 Od x 1 12" <br />(USE SP6 FOR 2X6 WALL, USE —PLYWOOD <br />SP8 FOR 2x8 WALL) SHEATHING <br />SIMPSON SP2w/(12) 10d NAILS MASONRY— <br />SIMPSON SP1 w/(10) 10d NAILS WALL BELOW 0-� 518"X10" J-BOLTS @ 24" O.C. <br />MAX. (MIN. (2) PER BOTTOM <br />PLATE) <br />ALTERNATE: <br />T­ <br />5/8" DIA. ATR EPDXIED <br />MIN. 6" INTO BOND BEAM <br />@ 24" O.C. <br />FRAMING DETAILS ABOVE ENTRY K" R <br />REV. 06.24.22 <br />SCALE: N.T.S. <br />Cn <br />Cl-.i <br />C= <br />Lu <br />__j <br />F= C= <br />CL r- C= <br />Cz -., cl`� <br />'a C <br />cc >< <br />Lj-- <br />C14 <br />CD := <br />V00 'Wtv <br />... 1. <br />- �. <br />C' 17 <br />�Z) <br />I <br />To the best of the Engineers knowledge, information and bell ef, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Resid ntial 7th Edition, Engineees signature and seal is only for <br />the structural engineering portions of the drawing pages beadng <br />Engineers signature and seal. <br />W <br />5 <br />4ff <br />E <br />65 <br />0) r- ID <br />Ag 0 <br />00 <br />lc*,- r,-, <br />j <br />CO <br />LL Lu <br />U I a- <br />_j uj <br />z <br />i'r--- <br />C <br />:2 9 <br />0 <br />0 2 �2 C) <br />c� <br />W <br />z <br />(0 Co <br />- �� 0 C� <br />LO co Z <br />< W 0 <br />z <br />W <br />0 0 < 0 <br />El [I <br />0 <br />< <br />V) <br />(D(z <br />LU <br />M <br />0 <br />-0, <br />LU <br />r_-_ " <br />Cn <br />00A <br />A <br />U" <br />= E <br />0 <br />Of 10 0 <br />< W - <br />.4 r1l <br />it10 <br />cl� <br />U_ <br />E <br />0 <br />E U <br />Co <br />n. <br />q <br />C1 <br />20 <br />00 <br />z <br />":, E <br />fu <br />5< <br />0 < <br />2 <br />I <br />no <br />0 <br />- <br />"o <br />0, <br />Z, <br />�z <br />< <br />02 <br />2< <br />20 <br />W <br />M <br />0 <br />Z <br />;�. <br />< <br />C9 1, <br />0, <br />C: <br />C) <br />Cr5> <br />0 <br />It <br />CU <br />0 <br />co <br />00_�, <br />< <br />07 <br />CU <br />U <br />U) .2 <br />3: <br />N <br />0 <br />co <br />C) <br />rl*- <br />0 <br />-0 <br />N <br />LO C) <br />V) <br />N <br />< <br />M <br />CY) <br />LO <br />E <br />T111 <br />CY) <br />LO <br />z <br />E T_ <br />E <br />2 <br />CU <br />(L <br />0 0 <br />0 _j <br />'0 CO <br />< Q <br />_j <br />JOB <br />NO <br />23m06112 <br />SCALE <br />AS NOTED <br />SHEET NO. <br />00% <br />S4 <br />