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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 <br />FLUSH TO THE OUTSIDE <br />SEE PLAN FOR HEADER—\ <br />SEE PLAN FOR SIZE <br />CONNECTION <br />'----2x DEAD WOOD @ MID <br />POINT wl (3) 12d <br />TONEAILS SPACED <br />DOUBLE 2x TOP <br />EVENLY <br />PLATE <br />I <br />_j <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 Old @ 8" <br />VARIES O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME _"N� <br />WALL HEADER DETAIL ri <br />SCALE: N.T.S. �, �4 <br />12 <br />TYPICAL WALL SECTION <br />SEE ELEV. <br />,,,—SEE <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 />USP SPT24 @ EA. STUD <br />(3) 10d TOENAILS T&B <br />AS REQ'D <br />2x BLOCKING @ MID <br />POINT EVERY OTHER <br />STUD W/ (3) 1 Od NAI <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 IL <br />USP SPT22 @ EA. STUD----- <br />2x P.T. PLATE <br />5/8" x 10" "J" BOLT @ 24" O/C 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 W1 <br />STD. 90A 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 />GENERALINOTES <br />SLOPE FORWARD <br />FOR DRAINAGE <br />VENT OR 2ND FLOOR <br />1/2" MINIMUM CEMENT FINISH /—TYPICAL C.M.U. WALL <br />STANDARD 3" DIA. TEE 3/4" FURRING STRIPS <br />THREADED 3" DIA. EXTENSION <br />1/2" GYPSUM BOARD <br />SCREW OFF (AP ry nIA 'i 1A11 r-iDVIAIA I I 0110CIA10 <br />SEE TYPICAL WALL SECTION <br />12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C <br />-Z(T:TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) <br />y P 7.) <br />DOUBLE 2"x4" S.P.F. TOP PLATE <br />FOR CLEAN -OUT 7 5/81, 8" 7 5/81, 8" 7 5/81, 8" 7/8" STUCCO FINISH PER ASTM C. 926 <br />@ 8" O.C. OR 4d APPLY 3 LAYERS W/ TOTAL THICKNESS <br />MIN. EXTENSION FROM DRYWALL NAILS 7/8" OVER METAL LATH. FIRST 2 <br />EXTERIOR FACE OF BLOCK LAYERS 3/8" THICK EACH. 3RD LAYER <br />2 -SOLID AREAS ARE El SOLID AREAS ARE 1/8" TH IC K. <br />WALL IS 1 1/2" MAXIMUM STEEL AND GROUT STEEL AND GROUT <br />EXTENSION FROM EXTERIOR CRICKET AS REQUIRED <br />FACE OF BLOCK WALL IS 2 1/4" INTERIOR FULL 8x8xl 6 BLOCK USP SPT24 @ EA. STUD <br />WALL <br />TO DRAIN <br />Ot 1/2" EXTERIOR GRADE SHEATHING <br />DOOR OPENING DOOR OPENING - DOOR OPENING Ct <br />FASTENED TO TRUSSES WITH 8d <br />EXTERIOR F1 COMMON WIRE NAILS @ 4" O/C <br />BOUNDARIES 6" O/C EDGES & 8" CKING <br />WALL CLEAN —OUT rA WALL O/C FIELD <br />SCALE: N.T.S. <br />'\-, �4 2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />1 ST COARSE 2ND COARSE v 3RD COARSE CARRIER/GIRDER TRUSS <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE <br />REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 1 V DOOR JAMB WALL IS TO BE <br />SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. USP HTA20 @ EA. STUD <br />MANUFACTURER. L MAIN SPAN <br />TYPICAL SECTION THRU WINDOW MASONRYLAYOUT MOISTURE BARRIER ROOF TRUSS <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. UPLIFT CONNECTOR <br />SCALE: N.T.S. 1\ �4 (SEE SCHEDULE) <br />AND FILLED W/ GROUT <br />1 #5 VERT. IN CONC. FILLED CELL--­"_�" <br />W/ STD. 900 HOOK IN K.O. BLOCK <br />VERTICAL JAM <br />r,/Q-lr*II A � 2" 1 nni TQ AT A I /A" A 1 1 1A11 7111 A kir% 09 '21011 A On% IC r_1 ADA f'-C ALT. KNE WALL A OVE MASONRY WALL DETAIL <br />KNOCK -OUT — NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1) #5 <br />FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. <br />FOR CONCRETE PLACEMENT <br />z <br />CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) <br />SCALE: N.T.S. <br />�4 <br />----- - 4 <br />RUSS BOTTOM CHORD OR 2x4 <br />FBILOCKING W/ 2-16d TOE NAILS <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />NOT TRANSFER LOAD. <br />4 <br />PIPE OR DUCT w/ PENETRATION THRU TOP PLATE wl MORE <br />EACH END <br />WALL <br />4 <br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />x -UP COLUMN <br />811 STD. 9ifHOOK-/8"- <br />1 <br />- <br />4 <br />4 4 X_� DOOR STOP <br />PSPN516Z w/ (12) 16d NAILS <br />SEE PLAN FOR MORE INFO <br />4 <br />TOP SPLICE <br />7 U <br />;i ':c <br />CL <br />MOLDING <br />4 <br />2 ROWS 1 Od @ 3- O.C. (14 <br />18-10d NAILS <br />LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS <br />2x TOP PLATE <br />GARAGE <br />NAILS TOTAL) EA. SIDE OF <br />GREATER THAN 6-0" WIDE (U.N.O. ON <br />2-16d NAILS @ 24" O.C. OR <br />DOOR <br /><Lq,, SPLICE STAGGERED <br />a , 0 <br />PLAN) <br />EQUAL TO TRUSS BOTTOM <br />—I/L— CHORD OR BLOCKING <br />2 x 6 P.T. <br />5/8"DIA. X 12" EPDXIED ATR <br />W/ MIN. 8" EMBEDMENT <br />OPENING <br />0� <br />*MAX 5/8" W/ 5/8" W.A. W/ <br />2x STUD @ 24" <br />1 Od @ 8" O/C <br />5 1/2" MIN. EMBED <br />O.C. MAX. 11 <br />FILLED CELL W/ (1) #5 VERTICAL <br />-PROVIDE P.A.F. NAILS OR <br />SEE FDN. PLAN FOR LOCATION <br />2x P.T. PLA rE EQUAL @ 12" O.C. <br />STAGGERED FROM BOT. <br />ATTACH ALL <br />UPLIFT= 4290# (SPF / SYP #2) <br />SEE A/S3 FOR <br />REINF. INFO. PLATE TO CONCRETE <br />DOOR TRACK <br />W/MOUNTING ANGLE <br />EXTERIOR STUDS <br />W/ (4116d TOENAILS <br />TO YOP PLATE <br />NOTES: <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />NOTE: QI-1, <br />BOTTOM SPLIC <br />FILL LINTEL AND ALL CELLS ABOVE LINTEL. <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />PLATE LENGTHS MUST 13E <br />OVER STUD <br />4 <br />NOTE: FOR BEAM DEPTH 22", PROVIDE A 4"x 4" INSPECTION <br />TYPICAL INTERIOR NOW <br />AT LEAST 4'-0" LONG. TYPICAL <br />PORT <br />@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. <br />AL <br />BEARING WOOD FRAME W L KJ <br />TYPICAL GARAGE DOOR BUCK r K <br />rN <br />TOP PLATE SPLICE DETAIL <br />USP HTT16 <br />VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />SCALE: N.T. S. <br />SCALE: N.T.S. � �4 <br />SCALE:NTS �4 <br />BLOCKING (TYP.) <br />PROPERLY. <br />SCALE: N.T.S. <br />L-ROOF' SS <br />(Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />F= 2240 LBS <br />USP <br />UPLIFT CONNECTOR ISEE SCHEDULE1 <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 />MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY G� <br />SCALE: N.T.S. <br />SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <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 />ISTRAPS <br />JACKS <br />I STUDS <br />JACKS <br />STUDS <br />SIZE <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) USP LSTA30 <br />40 - 9' <br />(2) <br />(3) <br />(2) <br />1 (2) <br />1 (1) USP LSTA30 <br />9'-16' <br />(3) <br />(4) <br />(2) <br />1 (4) <br />1 (2) USP LSTA30 <br />TUSP SPT4 SPT24� USP SPT4� SPT24� <br />Fr <br />SP <br />SPT4 <br />ROOFTRUSSABOVE <br />2X STUDS @ 24-1 O.C. <br />PLATE <br />OVERLAPPING 2X BLOCKING <br />::�t-2XTOP <br />A <br />/8"x`10" "J" BOLT \-NAILED <br />@ 24" O.C. MAX. INTO <br />MIN. (2) PER TRANSOM FRAMING TRANSOM <br />BOTTOM PLATE FRAMING <br />10d NAILS @ 6" (2) 16d TOE NAILS <br />STAGGERED EA. BLOCKING <br />WIDTH OF OPENING VARIES 4" <br />FORM CONCRETE INSET TO <br />FLAT STRAPS PER CHART ABOVE TO BE BENT <br />SECTION X P.T. <br />id PLATE <br />SEE SECTION AA/S1 <br />CREATE A SOLID BASE FOR <br />OVER TOP PLATE ** HOLD DOWN CONNECTIONS <br />AND BB/Sl FOR <br />ADDITIONAL DETAILS <br />2X8 WALL ABOVE <br />ENTRY <br />1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. <br />NOT REQUIRED @ BEARING WALLS NOTED <br />SCRAP MATERIAL <br />WITHOUT UPLIFT <br />USP SPT22 <br />K.O. BLOCK W/(1) <br />_j <br />SEE FLOOR PLAN NOTES FOR <br />\-USP SPT4 <br />_U SP SPT4 usp sPT4 ;T1 <br />-BOLTS @ 24" O.C. <br />#5 CONT. & <br />LU <br />> <br />REQUIRED CONNECTION <br />RECESS <br />MAX <br />FILLED <br />0 <br />Z <br />LINTEL <br />/rJ <br />5/8"X10" J-BOLTS <br />2-ROWS 12d NAILS STAGGERED <br />2X P.T. PLATE <br />@ 7-0" O.C. <br />FORM CREATES CONCRETE RECESS TO <br />@ 12" O/C EACH FACE OR <br />N_ 9. <br />MASONRY WALL <br />2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW <br />FOR WATER SHED. <br />3-ROWS 12d NAILS STAGGERED <br />@ 12" O/C FOR 2"xl 0" OR <br />I I <br />\2X8 P T BOTTOM PrTE <br />2x CRIPPLES @ <br />HEADER <br />I <br />KEEP STIFFENER BACK FROM SIDES ENOUGH <br />16" O.C. W/ (2) 12d <br />N I <br />TO ALLOW SPACE FOR FLAT MASONS TOOLS <br />TOENAILS T/B <br />\-5/8"xl 0" "J" BOLT @ 24" O.C. MAX. <br />USP SPT4 w/ (6) <br />C <br />(MIN. (2) PER BOTTOM PLATE) <br />USP <br />C <br />(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY <br />1 Od x 1 Y2" @ 24" <br />USP SPT4 <br />SPT24� <br />SP SPT4 <br />MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END <br />O.C. <br />(2) 2x HEADER SEE PLAN <br />Fr <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />MOUNTING BASE SHOWN <br />1 Od NAILS @ 8"----- <br />\—INTERIOR HEADER <br />1 Od NAILS @ 4" <br />10d NAILS @ 6" O.C. <br />IN POSITION <br />GARAGE ENTRY FORM DETAIL <br />O/C TYP. <br />BOX HEADER (1) 2x SILL PLATE W/ (2) <br />STAGGERED <br />A <br />STAGGERED <br />ONLY <br />12d TOENAILS. <br />TRANSOM FRAMING <br />2x6 MOUNTING BASE <br />SCALE: N.T.S. <br />DOUBLE 2x <br />EXTERIOR HEADERS <br />\-NAILED <br />BEYOND. <br />CRIPPLE STUD <br />(1) 2x SILL PLATE W/ (2) <br />INTO <br />8x8xl6 C.M.U. <br />GARAGE DOOR TRACK MOUNTING BRACKET <br />7, <br />TYPICAL (U.N.O.) <br />12d TOENAILS. OPENING <br />LARGER THAN 4 ft 2x <br />TRANSOM <br />FRAMING <br />L PLYWOOD <br />(2) <br />SILL PLATE W/ MP3 CLIPS <br />TRANSOM FRAMING <br />PLYWOOD FASTENED TO TRUSSES <br />0 <br />rE SHEATHING <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />EACH SIDE <br />SEE SECTION AA/ S1 AND <br />WITH 8d COMMON WIRE NAILS @ 4" <br />S4 <br />CONNECTION ASSEMBLY <br />"-2x STUDS TYP. <br />BB/Sl FOR ADDITIONAL N <br />O/C BOUNDARIES 6" O/C EDGES <br />GARAGEFLOOR <br />TRAVEL DIRECTION OF <br />DETAILS <br />& 8" O/C FIELD <br />o <br />GARAGE DOOR <br />USP HTT16 TYP. U.N.O. SEE N/S4 <br />LISP <br />PLYWOOD <br />HOLD DOWN CONNECTIONS <br />SPT2�) <br />o <br />NOT REQUIRED @ BEARING <br />MASONRY --o <br />SHEATHING <br />MOUNTING BASE DETAIL <br />WALLS NOTED WITHOUT UPLIFT <br />-RECESS <br />LINTEL <br />/-USP <br />SPT4 <br />USP <br />WALL BELOW — 0 o <br />o <br />5/8"X10" J-BOLTS @ 24" O.C. <br />MAX. (MIN. (2) PER BOTTOM <br />SCALE: N.T.S. <br />SPT4 <br />PLATE) <br />SCALE: N.T.S. <br />I - - 1, <br />'BOTTOM <br />P.T. BOT. PLATE <br />4 ALTE NATE: <br />POURED CONCRETE BASE FOR OF MOUNTING B E <br />5/8" DIA. ATR EPDXIED <br />BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED <br />2X8 P. . BOTTr)A A�l MIN. 6" INTO BOND BEAM <br />F OR GARAGE DOOR AND WATER GARAGE FLOOR. <br />PLAT E I @ 24" O.C. <br />SHED FORWARD THIS DRAWING. <br />WALL HEADER DETAIL <br />I I <br />FRAMING DETAILS ABOVE ENTRY rR <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. �4 <br />5/8"00" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. <br />� �4 <br />SCALE: N.T.S. <br />(MIN. (2) PER BOTTOM PLATE) <br />0 <br />(D - <br />Z <br />—8 <br />z <br />z <br />a_ <br />z <br />Ul) (D <br />(3) <br />C—/) <br />4-j L, <br />U <br />LLJ <br />0 <br />F_ <br />E <br />0 <br />V) <br />2 <br />E <br />8 <br />IN <br />ce) <br />0) ce) <br />C M ce) <br />T.2 M <br />CN <br />0-0o <br />U_ <br />CLO <br />< 00 <br />< <br />A I <br />ED. <br />N r 9-1) C <br />C, <br />z <br />"11/c" <br />C, <br />U_ <br />9LL. <br />. &.Cl <br />JU 3K (y) <br />- <br />Ul <br />z <br />FL <br />z ...... <br />,L;3 <br />o <br />6111"I"JI lilt! <br />To the best of the Engineer's knowledge, Information, and <br />belief, the structural plans and specifications contained <br />withi these drawings comply with the Florida Building <br />and seal Is only for the structural en gineering portions of <br />he drawing pages bearing Engineer's signature and seaL <br />Z r4 <br />0 (v <br />1--� C) <br />V) %0 <br />> Ln M 0 <br />4-J <br />V) 170 Ln <br />Q) !:I- Ln <br />L_ LL <br />C>L <br />F- . (Y) <br />cl� U CL 00 <br />z <br />z E ­0 <br />z <br />LU <br />W _j <br />g <br />H <br />z- -0 <br />U <br />-05 <br />Z, <br />21 <br />0 <br />Lo <br />z <br />-0 <br />N <br />Lr) <br />> <br />0 <br />U <br />i7i <br />U) <br />LU <br />ix <br />LU <br />0 <br />r4 <br />0 <br />U4 <br />z <br />r4 <br />LU W. <br />z <br />LLJ <br />_j <br />rN <br />Ln <br />T-4 <br />LU <br />X <br />< <br />LU <br />z <br />IN t5 <br />< r, 0 <br />Nr <br />r-4 <br />M <br />TV-4 <br />I <br />N <br />ZZ <br />17u <br />LU <br />0 <br />I'n T-4 <br />Ln <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: FFLORES <br />VERSION No' 10 <br />SHEEr NO. <br />S4 <br />UA <br />W <br />