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12 <br />,�(TYP) SEE ELEV. <br />I USP SPT24 @ EA. STUD <br />(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />(2) 2x HEADER TO SIT <br />2x6 / 2x8 WALL BEYOND <br />FLUSH TO THE OUTSIDE <br />SEE PLAN FOR HEADER <br />SEE PLAN FOR SIZE <br />CONNECTION <br />-----2x DEAD WOOD @ MID <br />POINT wit (3) 12d <br />TONEAILS SPACED <br />DOUBLE 2x TOP <br />EVENLY <br />PLATE ---i <br />2x BLOCKING @ EACH END W/ 10d @ <br />4" O.C. FROM EACH HEADER FACE <br />TO BLOCKING <br />--(2) 2x HEADER <br />P R PLAN <br />2x BOTTOM PLATE W/ (1) 1 Od @ 8" <br />VARIEE O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S. <br />SEE TYPICAL WALL SECTION <br />1______�_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 />To <br />2x <br />S <br />P <br />P <br />P <br />L <br />J <br />2x CLOSURE WALL W/ <br />STUDS @ 16" O.C. W/ <br />(3) 1 Od TOENAILS T&B <br />I k AS REQ'D <br />1:�2x BLOCKING @ MID <br />POINT EVERY OTHER <br />S T U D W/ (3) 10 d N A I L S_"�,__ <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 />BLOCKING (TYP.) <br />2x P.T. PLATE <br />�__ROOF TRUSS <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />W/ 8" EMBEDMENT <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. <br />MOISTURE BARRIER <br />AND FILLED SOLID W/GROUT <br />1 #5 VERT. IN CONC. FILLED CELL W/ <br />STD. 90A HOOK IN K.O. BLOCK <br />KNEE WALL ABOVE MASONRY WALL <br />DETAIL <br />F� <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 />.112" 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 />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 />J <br />lk� <br />11 <br />11._. <br />.�l 11 <br />8" STD. 90*HOOK—/811- <br />LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS <br />GREATER THAN V-10" WIDE (U.N.O. ON <br />PLAN) <br />T OPENING <br />FILLED CELL W/ (1) #5 VERTICAL <br />SEE FDN. PLAN FOR LOCATION <br />d <br />L - <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 />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-\ BLOCK WALL ABOVE. <br />SCRAP MATERIAL--� <br />x <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 />MOUNTING BASE NOT SHOWN <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />FOR CLARITY SEE DETAIL <br />MOUNTING BASE SHOWN <br />IN POSITION <br />K/S4 <br />GARAGE ENTRY FORM DETAIL <br />SEAT FOR BLOCK IS POURED <br />MOUNTING BASE <br />SCALE: N.T.S. <br />IN PLACE CONCRETE <br />GARAGE FLOOR SLAB <br />8x8xl 6 C. M.U, <br />GARAGE DOOR RACK MOUNTING BRACKET <br />TROWEL FINISH SEE <br />GENERALNOTES <br />SLOPE FORWARD <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />. ..... <br />FOR DRAINAGE <br />CONNECTION ASSEMBLY <br />............ <br />GARAGEFLOOR <br />TRAVEL DIRECTION OF ...... <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />SEE PLAN FOR FOOTING <br />""'POURED CONCRETE BASE FOR BOTTOMi TING �BE <br />DIMENSIONS <br />BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED <br />FOR GARAGE DOOR AND WATER GARAGE FLOOR. <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />rp <br />SHED FORWARD THIS DIMING. <br />SCALE: N.T.S. <br />� �4 <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />7 5/8" 8" 7 5/81, 8" 7 5/81, 8" <br />INTERIOR <br />WALL <br />It, <br />EXTERIOR <br />WALL <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x16 BLOCK <br />�DOOR OPENING --� <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 />COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MASONRYLAYOUT <br />SCALE: N.T.S. <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 />F RUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. <br />C <br />a EACH END WALL <br />DOOR STOP <br />Uj <br />MOLDING <br />2x TOP PLATE Cn GARAGE <br />V2-16d NAILS @ 24" O.C. OR ZIDOOR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING 2 x 6 P.T. <br />2x STUD @ 24" v -1 <br />O.C. MAX. PROVIDE P.A.F. NAILS OR <br />2x P.T. PLATE FEQUAL @ 12" O.C. <br />SEE A/S3 FOR STAGGERED FROM BOT. DOOR TRACK <br />REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL (j TYPICAL GARAGE DOOR BUCK (K <br />SCALE: N.T.S. ��4� SCALE: N.T.S. ��4� <br />10 �� <br />19 4��/44'b'tbvhl <br />2x CRIPPLES @ — <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />USP SPT4 w/ (6) <br />1 Od x 1)/2" @ 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 />JACKS <br />STUDS <br />JACKS <br />STUDS <br />SIZE <br />EA END <br />EA END <br />EA END <br />EA END <br />V-4- <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) USP LSTA30 <br />4'- 91 <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) USP LS <br />9'-16' <br />(3) <br />(4) <br />(2) <br />(2) USP I -RTA30 <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 />R \—(2) 2x HEADER SEE PLAN <br />\—INTERIOR HEADER <br />BOX HEADER (1) 2x SILL PLATE W/ (2) <br />ONLY 12d TOENAILS. <br />EXTERIOR HEADERS <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS. OPENING <br />LARGER THAN 4 ft (2) 2x <br />SILL PLATE W/ MP3 CLIPS <br />EACH SIDE <br />"--2x STUDS TYP. <br />USP HTT16 TYP. U.N.O. SEE N/S4 <br />_I ///-.* HOLD DOWN CONNECTIONS <br />NOT REQUIRED @ BEARING <br />WALLS NOTED WITHOUT UPLIFTI <br />\.-P.T. BOT. PLATE <br />WALL HEADER DETAIL rQ <br />SCALE: N.T.S. � �4 <br />-USP SPT4 SPT24] <br />2X STUDS @ 24" O.C. <br />A <br />/8"xl 0" "J" BOLT <br />I <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />SECTION <br />/-2: <br />P <br />\-USP SPT4 <br />�01 <br />SEE TYPICAL WALL SECTION <br />12 <br />PRE-ENGINEERED WOOD TRUSSES @ 24" O/C <br />SEE ELEV. <br />y P 9 <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />-Z(T:TYP) <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 (T <br />O/C FIELD <br />2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />CARRIER/GIRDER TRUSS <br />USP HTA20 @ EA. STUD <br />LMAIN <br />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 CONIC. FILLED CELL-` H I <br />W/ STD. 900 HOOK IN K.O. BLOCK <br />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <br />PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MO <br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />PSPN516Z w/ (12) 16d NAILS <br />TOP SPLICE <br />"jr'Or'L"'r <br />2 ROWS 10d @ T' O.C. (14 <br />NAILS TOTAL) EA. SIDE OF <br />4 SPI <br />SPLICE STAGGERED <br />1 Od @ 8" OIC <br />ATTACH ALL __j __1 I <br />EXTERIOR STUDS <br />W/ (4) 16d TOENAILS <br />TO YbP PLATE <br />NOTE: <br />PLATE LENGTHS MUST BE BOTTOM SPLIC <br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD <br />TOP PLATE SPLICE DETAIL M <br />i(� <br />SCALE: N.T.S. �4 <br />F= 2240 LBS <br />USP <br />USP SPT4� SPT241 SP SPT4 <br />k-1 1 <br />Ifi <br />TRANSOM FRAMING <br />P.T� SEE SECTION AA/Sl <br />ATE AND BB/Sl FOR <br />ADDITIONAL DETAILS <br />LINTEL <br />INTO <br />TRANSOM <br />FRAMING <br />T4 I � rSP SPT22 <br />USP SPT4 <br />\2X8 P.T. BOTTOM P�ATE <br />\-5/8"xl 0" "J" BOLT @ 24" O.C. MAX. <br />C <br />USP (D (MIN. (2) PER BOTTOM PLATE) <br />uOr Or <br />SPT241 <br />F7 or or <br />_M, <br />us <br />S <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 />USP <br />SPT27 <br />///,/,Us SP <br />PT4 <br />1 R_ F_ <br />2Xts P. 1. 130 1 1 OM <br />PLATE <br />(D, <br />L5/8"X10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <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 />ROOF TRUSS ABOVE <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 />1 Od NAILS@ 4" 10d NAILS @ 6" O.C. <br />STAGGERED A STAGGERED <br />TRANSOM FRAMING <br />BEYOND. <br />PLYWOOD <br />PLYWOOD FASTENED TO TRUSSES 10 SHEATHING <br />ITH 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 o_�-5/8"X10"J-BOLTS@24"O.C. <br />P MAX. (MIN. (2) PER BOTTOM <br />IT4 <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 />SCALE: N.T.S. � �4 <br />go <br />Z <br />zo 0 <br />< <br />= CNI <br />r_ cl) <br />(D M <br />> <br />< 0) <br />0 64 <br />z 'a LL <br />CN <br />V) 0 <br />0 <br />Q) C—J) tf CU <br />LIJ 02 <br />z <br />0 L1j <br />F__ E c,) <br />08 "-4 <br />C, <br />cm) <br />C) " c') C, <br />Lij aj 1,0 04 <br />E cD c: co <br />0 0) <br />0 r 2 00 <br />ai 2 LL Fz' <br />(D 0 C60 <br />C) <br />0-0 <br />le :5 0 <br />< 0 0 a- <br />(0 < <br />N C B D,C <br />A I <br />P Pv <br />R <br />CIA <br />IL7 <br />-2, <br />WA z r). <br />M q4 4, <br />> <br />tu LOJ <br />I U I< <br />3 , , <br />V <br />M 0) <br />0—'T $;, <br />cc�' <br />a Z" <br />ll <br /># E SS 0 <br />LU <br />"'e?, <br />lob <br />To the best of the Engineer's knowledge, information, and <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />0 <br />Z <br />0 <br />C:) <br />k.0 C:) <br />> rn 0 <br />ro Ln <br />Ln <br />U_ <br />F- C>)- <br />U 00 <br />z <br />z E <br />z 0 <br />WLU <br />_j 0 <br />C4 <br />Lu <br />z <br />Z 0- <br />15 < oc <br />EE80 <br />L) <br />a 0� <br />z W Q� <br />z < <br />2! z <br />uj Z <br />Lu <br />z 0 <br />8 <br />z <br />z <br />z <br />0 <br />-0 <br />:D <br />ry) <br />0 <br />> <br />z <br />< <br />U <br />fu <br />U) <br />zo <br />X '0 <br />(2 <br />LU� <br />M, <br />d <br />L0 <br />N <br />< <br />E <br />0. -0� <br />z <br />Z <br />r�4 <br />ff.. � <br />LLI <br />Lr) <br />Uj <br />X <br />< <br />z <br />C:) <br />Ln <br />Z <br />It <br />&C Z <br />01< <br />M <br />z <br />4 <br />Uj <br />z <br />� 2 <br />< M <br />0 <br />11,D <br />z <br />W <br />__1 <br />CL <br />U0 <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: ERAND <br />VERSION No' 10 <br />SHEET NO. <br />S4 <br />