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(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />(2) 2x HEADER TO SIT <br />2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE <br />SEE PLAN FOR HEADER SEE PLAN FOR SIZE <br />CONNECTION <br />-----2x DEAD WOOD @ MID <br />POINT w/ (3) 12d <br />TONEAILS SPACED <br />DOUBLE 2x TOP EVENLY <br />PLATE <br />HEADER FLUSH TO OUTSIDE OPTION <br />2x BLOCKING @ EACH END W/ 1 Od @ <br />4" O.C. FROM EACH HEADER FACE <br />W/2 <br />TO BLOCKING <br />____(2) 2x HEADER <br />PER PLAN <br />2x BOTTOM PLATE W/ (1) 10d @ 8" <br />VARIES 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 />TRUSSABOVE <br />2x CLOSURE WALL W/ <br />STUDS @ 16" O.C. W/ <br />USP SPT24 @ EA. STUD <br />(3) 10d TOENAILS T&B <br />AS REQ'D <br />2x BLOCKING @ MID <br />1--­�—POINT EVERY OTHER' <br />STUD W1 (3) 1 Od NA S <br />ILS <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 />USP SPT22 @ EA. STUD <br />2x P.T. PLATE 70 V <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />W1 8" EMBEDMENT <br />�1 <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 />KIS4 <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 />PLIFT CONNECTOR (SEE SCHEDULE) <br />OISTURE BARRIER <br />SCALE: N.T.S. <br />I <br />ZSEE PLAN FOR OTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />1/2" MINIMUM CEMENT FINISH <br />STANDARD 3" DIA. TEE <br />THREADED 3" DIA. EXTENSION - <br />SCREW OFF CAP (3" DIA.) <br />FOR CLEAN -OUT <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 />DRAIN <br />WALL CLEAN -OUT rA <br />SCALE: N.T.S. <br />� �4 <br />REFER TO WINDOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW <br />KNOCK -OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 <br />4 <br />STD. 9(YHOO <br />LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS <br />GREATER THAN 64' WIDE (U.N.O. ON <br />PLAN) <br />OPENING <br />FILLED CELL W/ (1) #5 VERTICAL <br />SEE FDN. PLAN FOR LOCATION <br />j <br />Ih <br />1E <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" <br />FORM CONCRETE INSET TO <br />1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL -- <br />MOUNTING BASE SHOWN <br />IN POSITION <br />—2x6 MOUNTING BASE <br />\ _j <br />_j <br />< <br />W <br />LLj <br />> <br />0 <br />FORM CREATES CONCRETE RECESS TO <br />FOR WATER SHED. <br />RECEIVE GARAGE DOOR AND TO ALLOW <br />2X4 (NOM.) <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 DO <br />8x8x16 C.M.U. <br />GARAGE DOOR ROLLER <br />CONNECTION ASSEMBU <br />GARAGEFLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />�4 <br />SCALE: N.T.S. <br />BOTTOM OF MOUNTING B) <br />CONCRETE BASE FOR <br />BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED <br />FOR GARAGE DOOR AND WATER GARAGE FLOOR. <br />SHED FORWARD THIS DRAWING. — <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />7 5/8,, 8" 7 5/81, 8" 7 5/8,, 8" <br />0 v <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />11 <br />INTERIOR <br />WALL 0_ <br />li <br />= 4FE.— 1 <br />CL DOOR OPENING 1F=_1 F�-�� -DOOR OPENING <br />E F1 <br />-17 1111 <br />EXTERIOR <br />WALL <br />F111 <br />1 ST COARSE 2ND COARSE v 3RD COARSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE <br />COARSEBELOW. EVERY THIRD (3RD) COARSE 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 />VERTICAL JAM <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x16 BLOCK <br />-DOOR OPENING <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 />TTOM CHORD OR 2X4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />TRUSS BO <br />[BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD <br />@ <br />EACH END WALL <br />DOORSTOP <br />W < 4 <br />MOLDING <br />< <br />Cn <br />GARAGE <br />2x TOP PLATE - <br />\�2-16d NAILS @ 24" O.C. OR DOOR <br />EQUAL TO TRUSS BOTTOM 2 x 6 P.T.. <br />__11/� CHORD OR BLOCKING <br />2x STUD @ 24" v <br />O.C. MAX. <br />PROVIDE P.A.F. NAILS OR <br />2x P.T. PLATE EQUAL @ 12" O.C. <br />STAGGERED FROM BOT. <br />SEE A/S3 FOR <br />PLATE TO CONCRETE <br />REINF. INFO. W/MOUNTING ANGLE <br />4 NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />TYPICAL INTERIOR NOW <br />K <br />i <br />BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUC �K <br />SCALE: N.T.S. SCALE: N.T.S. <br />lt&4��/1414hv <br />2x CRIPPLES @ <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />USP SPT4 W/ (6) <br />1 Od X 1 Y2" @ 24" <br />O.C. <br />10d NAILS @ 8"— <br />O/C TYP. <br />DOUBLE 2x <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <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 />1'- 4� <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) LISP LSTA30 <br />4- - 9' <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LISP LSTA30 <br />9'-16' <br />(3) <br />1 (4) <br />(2) <br />(4) <br />(2) <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 />\--INTERIOR HEADER <br />(1) 2x SILL PLATE W/ (2) <br />BOX HEADER <br />12d TOENAILS. <br />ONLY <br />EXTERIOR HEADERS <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS. OPENING <br />LARGER THAN 4 ft (2) 2X <br />SILL PLATE W1 MP3 CLIPS <br />EACH SIDE <br />"--2X STUDS TYP. <br />__USP HTT1 6 TYP. U.N.O. SEE N/S4 <br />"HOLD <br />DOWN CONNECTIONS <br />NOT REQUIRED @ BEARING <br />WALLS NOTED WITHOUT UPLIFT <br />P.T. BOT. PLATE <br />WALL HEADER DETAIL <br />SCALE: N.T.S. 1\14� <br />-USP SPT4 SPT241 <br />P <br />S <br />2X STUDS @ 24" 0 C <br />P.T. <br />ATE <br />SEE TYPICAL WALL SECTION <br />12 <br />PRE-ENGINEERED WOOD TRUSSES @ 24" O/C <br />TYP.) SEE ELEV. <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />DOUBLE 2"x4" S.P.F. TOP PLATE <br />7/8" STUCCO FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS <br />7/8" OVER METAL LATH. FIRST 2 <br />LAYERS 3/8" THICK EACH. 3RD LAYER <br />1/8" THICK. <br />/-CRICKET AS REQUIRED <br />USP SPT24 @ EA. STUD <br />1/2" EXTERIOR GRADE SHEATHING <br />FASTENED TO TRUSSES WITH 8d <br />COMMON WIRE NAILS @ 4" O/C <br />BOUNDARIES 6" O/C EDGES & 8" <br />BLOCKING (7 <br />O/C FIELD <br />2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />CARRIER/GIRDER TRUSS <br />1�1 <br />.1 <br />1 - 7- <br />USP HTA20 @ EA. STUD - <br />L <br />MAIN SPAN <br />I <br />- <br />MOISTURE BARRIER <br />ROOF TRUSS <br />I <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 ------ H I <br />W/ STD. 90* HOOK IN K.O. BLOCK <br />a�a_ <br />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <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 SPLICE <br />2 ROWS 1 Od @ 3" O.C. (14 <br />Nj <br />NAILS TOTAL) EA. SIDE OF <br />4,9,, SPLICE STAGGERED <br />*z <br />VV <br />1 Od @ 8" O/C <br />ATTACH ALL <br />EXTERIOR STUDS <br />TO P PLATE <br />W/ %16d TOENAILS <br />NOTE: <br />BOTTOM SPLIC <br />PLATE LENGTHS MUST BE <br />OVER STUD <br />AT LEAST 4'-0" LONG. TYPICAL <br />TOP PLATE SPLICE DETAIL rM <br />SCALE: N.T.S. <br />F= 2240 LBS <br />USP <br />USP SPT4--7 4ZPT)A_­l nC rr—USP SPT4 <br />TRANSOM FRAMING <br />SEE SECTION AA/Sl <br />AND BB/Sl FOR <br />ADDITIONAL DETAILS <br />/-RECESS <br />LINTEL <br />INTO <br />TRANSOM <br />FRAMING <br />T4 rSP SPT22 <br />USP SPT4 <br />PSP <br />TOM PrTE <br />H <br />2X8 P T BOT <br />\-5/8"X10" "J" BOLT @ 24" O.C. MAX. <br />C <br />(MIN. (2) PER BOTTOM PLATE) <br />USP C <br />SCALE: N.T.S. <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 />LISP SPT4 <br />SPT241 <br />SP SP <br />///—US <br />SP <br />TRANSOM FRAMING <br />SEE SECTION AA/Sl AND <br />BB/Sl FOR ADDITIONAL <br />DETAILS <br />-RECESS <br />LINTEL <br />\-NAILED INTO <br />TRANSOM <br />FRAMING <br />SP <br />SUPT2 <br />SP <br />PT4 <br />4 4 <br />D <br />1 <br />2X8 P.T. BOTTOM <br />PLATE <br />L5/8"X`10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />ROOF TRUSSABOVE <br />2X BLOCKING <br />--(2) 16d TOE NAILS <br />EA. BLOCKING <br />2X8 WALL ABOVE <br />ENTRY <br />K.O. BLOCK W/0) <br />CONT. & <br />FILLED <br />5/8"X1 0" J-BOLTS <br />@ 2-4- O.C. <br />MASONRY WALL <br />T4 <br />1 Od NAILS @ 4" <br />10d NAILS @ 6" O.C. <br />STAGGERED <br />STAGGERED <br />0 0 TRANSOM FRAMING <br />BEYOND. <br />F <br />L PLYWOOD <br />SHEATHING <br />PLYWOOD FASTENED TO TRUSSES 0 <br />WITH 8d COMMON WIRE NAILS @ 4" <br />O/C BOUNDARIES 6" O/C EDGES <br />& 8" O/C FIELD <br />—PLYWOOD <br />SHEATHING <br />MASONRY -- <br />WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. <br />P MAX. (MIN. (2) PER BOTTOM <br />T4 <br />PLATE) <br />ALTERNATE: <br />-- I T_­ <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 />0!� <br />Lu <br />< <br />1 <br />V) (D <br />Lij <br />0 <br />V) 12:� <br />2 <br />F_ <br />E <br />0 <br />(n <br />co Cl) <br />(10 <br />C14 <br />0 <br />- LU <br />0 Cl) <br />M M <br />C W V) <br />N <br />8 <br />O"C <br />(13 <br />0 <br />LL CO <br />-00 <br />0 <br />Lo 0,�d- <br />< 0 <br />0)1 <br />CL <br />< 6 <br />A I <br />8 D. <br />11 C D I <br />XC <br />CN Ul) <br />C', <br />mz.W- W1 21- ...... <br />- <br />E <br />Mr 4W —jIi- 5 , I , <br />--cc,',' c) nO <br />S 71" , <br />U 0 <br />Z, U 4 <br />50,-, <br />0.10 _= CD <br />2 cc C� <br />r <br />C�? <br />Z, 2� <br />N <br />1z <br />Uj 8: <br />U, t0l <br />z"CL <br />C", <br />To the best of the Engineer <br />belief, t e structural plans and specifications contained <br />within t e,e drawings comply with the Florida Building <br />I <br />ode 5 Edition (2014) Residentia Engineer's signature <br />C t <br />and seal is only for the structural engineering portions of <br />t he drawing pages bearing Engineer's signature and seal. <br />0 <br />C:) <br />z 117�4 <br />0 a) <br />4_j C) <br />61) — <br />:3 <br />> LO M 0 <br />4.J <br />M Ln <br />-a <br />Ln <br />Ln <br />< LL <br />CL <br />31 <br />CL 00 <br />E <br />z 3: <br />M <br />z C) <br />LU <br />_j C:) <br />0 <br />OZ <br />LU Z l,_ <br />00 Z <br />LU z <br />U LU 0 <br />U) <br />r- 0z z < 0 <br />0 z0aw <br />Z�E<U�< <br />Uz, i.- zz <br />Up _Uj <br />rq <br />US 3:8 -0 <br />000 ceo <br />U — <br />2 LU CN <br />C:) <br />0. 0 z <br />LU = z <br />M <br />W 1z; LLI <br />CD <br />3: <br />v__I <br />N <br />Ln <br />11714 <br />r-4 <br />Lr) <br />LWU 0 < <br />uq< <br />13C Ln �e Ce <br />< z g 0 <br />LU <br />0 <br />< <br />ow <br />U V) M LL <br />z <br />0, -0� <br />-0 <br />M <br />Z <br />z <br />F- <br />Z <br />Z CY _'L� =3 z <br />LU 0 <br />Or- <br />L_ <br />a) <br />LU <br />> <br />_j0 <br />%%.000 <br />Lu <br />2 2 > o a, <br />LU Uj 0 U_ z < <br />C , , I -U 70: on <br />< L <br />:0 < W a <br />'n (yx U_ z <br />z < <br />0 <br />C:) <br />ro <br />W Uj <br />< <br />CD <br />fy) <br />z <br />LU <br />> <br />0 <br />Z <br />z <br />1­4 <br />SCALE AS NOTED <br />PLOT DATE 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />1122 <br />JOB NO: 16-6649 <br />SHEET NO. <br />S4 <br />