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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 w/ (3) 12d <br />TONEAILS SPACED <br />DOUBLE 2x TOP <br />EVENLY <br />PLATE ----- <br />2x BLOCKING @ EACH END W/ 10d @ <br />4"O.C. FROM EACH HEADER FACE <br />TO BLOCKING <br />2' <br />4' <br />T <br />---(2) 2x HEADER <br />PER PLAN <br />2x BOTTOM PLATE W/ (1) 1 Od @ 8" <br />V I IA <br />ARIES O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S. <br />12 ,,---SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />SEE ELEV. <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 />I '1� <br />USP SPT24 @ EA. STUD (3) 10d TOENAILS T&B <br />AS REQ'D <br />,2x BLOCKING @ MID <br />OINT EVERY OTHER <br />77 STU D W1 (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 <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'rXl 6" K.O. BLOCK W/ 1 #5 CONT. <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 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 />FT CONNECTOR (SEE SCHEDULE) <br />)TURE BARRIER <br />SCALE: N.T.S. <br />DIMENSIONS <br />PLAN FOR FOOTING <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />----VENT R ND FLOOR <br />1/2" MINIMUM CEMENT FINISH <br />TYPICAL C.M.U. WALL <br />STANDARD 3"DIA. TEE <br />3/4" FURRING STRIPS <br />THREADED 3"DIA. EXTENSION <br />1/2"GYPSUM BOARD <br />SCREW OFF CAP (3- DIA.) <br />W/ DRYWALL SCREWS <br />FOR CLEAN -OUT <br />@ 8' O.C. OR 4d <br />MIN. EXTENSION FROM <br />DRYWALL NAILS <br />EXTERIOR FACE OF BLOCK <br />WALL IS 11/2" MAXIMUM <br />EXTENSION FROM EXTERIOR <br />FACE OF BLOCK WALL IS 2 1/4" <br />WALL CLEAN -OUT <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 FOR CONCRETE PLACEMENT <br />i's <br />Mill <br />I <br />--- <br />III <br />- <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 />CREATE A SOLID BASE FOR <br />1/2"X9 1/2" PLYWOOD ///"—BLOCK WALL ABOVE. <br />SCRAP MATERIAL -- <br />MOUNTING BASE SHOWN <br />IN POSITION <br />—2x6 MOUNTING BASE <br />G <br />S4 <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 />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />GARAGE ENTRY FORM DETAIL <br />8x8x16 C.M.U. GARAGE DOOR <br />GARAGE DOOR ROLLER <br />11*� <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 />OT - TOM 7 0.. <br />CONCRETE BASE FOR TO BE 2* ABOVE FINISHED <br />113 � F MOUNTI �GB <br />BLOCK WALL. RECESSED SPACE GARAGE FLOOR. <br />FOR GARAGE DOOR AND WATER <br />SHED FORWARD THIS DRAWING. <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />71 <br />7 5/8" 8" 7 5/81, 8" 7 5/8" 8" <br />INTERIOR <br />WALL <br />GL <br />EXTERIOR <br />WALL <br />1STCOARSE 2ND COARSE 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 REM WALL AS SHOWN. <br />MASONRYLAYOUT <br />SCALE: N.T.S. <br />1\ �4 <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x16 BLOCK <br />-DOOR OPENING --rt <br />VERTICAL JAM <br />518"DIA. x V' J-BOLTS AT 6-3/4", 41-3/4", 71", AND 965-3/8" 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 />BOT70M CHORD OR 2A <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />rTRUSS <br />1BLOCKING W/ 2-16d TOE NAILS <br />NOT TRANSFER LOAD. <br />@ EACH END <br />WALL <br />4 <br />4 DOOR STOP <br />W <br />MOLDING <br />ca< <br />0 <br />2x TOP PLATE <br />V� <br />GARAGE <br />2-16d NAILS @ 24' O.C. OR <br />/F// DOOR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING <br />2 x 6 P.T. <br />2x STUD @ 24" <br />O.C. MAX. <br />ROVIDE P.A.F. NAILS OR <br />2x P.T. PLA1 E EQUAL @ 12' O.C. <br />STAGGERED FROM BOT. <br />SEE AJS3 FOR—\ <br />DOOR TRACK <br />REINF. INFO . PLATE TO CONCRETE <br />W/MOUNTING ANGLE <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />t=1 - - <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL � �j <br />TYPICAL GARAGE DOOR BUCK rK <br />SCALE: N.T.S. <br />1\ �4 <br />SCALE: N.T.S. <br />1\ �4 <br />4��/Z/bvk <br />2x CRIPPLES @ <br />16' O.C. W/ (2) 12d <br />TOENAILS T/B <br />USP SPT4 W/ (6) <br />10d 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 OPENING$ <br />OPENING <br />2"x4"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-41 <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) USP LSTA30 <br />41-91 <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) USP LSTA30 <br />9'-16' <br />(3) <br />(4) <br />(2) <br />(4) <br />(2) USP LSTA301 <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 />11_�, 2-ROWS 12d NAILS STAGGERED <br />@ 12' O/C EACH FACE OR <br />@ 12' O/C FOR 2'x1 0' OR <br />3-ROWS 12d NAILS STAGGERED <br />GREATER HEADER <br />(2) 2x HEADER SEE PLAN <br />\—INTERIOR HEADER <br />BOX HEADER (1) 2X SILL PLATE W/ (2) <br />12d TOENAILS. <br />ONLY 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 />EACHSIDE <br />'--2X STUDS TYP. <br />�io <br />USP HTT16 TYP. U.N.O. SEE N/,' <br />HOLD DOWN CONNECTIONS <br />NOT REQUIRED @ BEARING <br />WALLS NOTED WITHOUT UPLIF <br />P.T. BOT. PLATE <br />WALL HEADER DETAIL rQ <br />SCALE: N.T.S. <br />SPT4 <br />SPT24 <br />O.C. <br />2X STUDS @ 24 <br />"X10""J"BOLT <br />@ 24' O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />SECTION k2X P.T. <br />AL'4 PLATE <br />USP SPT4 <br />TRANSOM FRAMING <br />SEE SECTION AAIS1 AND <br />BB/Sl FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />4 <br />USPSPT <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"A"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 <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 />L <br />MAIN SPAN <br />MOISTURE BARRIER <br />ROOF TRUSS <br />UPLIFT CONNECTOR <br />8"X8"Xl 6w K.O. BLOCK W/ 1 #5 CONT. <br />(SEE SCHEDULE) <br />AND FILLED W/ GROUT <br />1 #5 VERT. IN CONC. FILLED CELL---"� <br />91 <br />W/ STD. 90c 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 SPLICE <br />2 ROWS 1 Od @ 3' O.C. (14 <br />NAILS TOTAL) EA. SIDE OF <br />4,9. SPLICE STAGGERED <br />@ 8' O/C <br />ATTACH ALL -j <br />EXTERIOR STUDS <br />W/ �816d TOENAILS <br />TO P PLATE <br />NOTE: <br />BOTI OM SPLIC) <br />PLATE LENGTHS MUST BE OVER STUD <br />AT LEAST 4'-0" LONG. TYPICAL <br />TOP PLATE SPLICE DETAIL <br />SCALE: N.T.S. <br />S4 <br />F= 2240 LBS <br />USP SPT4-i USP SP SPT4 <br />SPT241 <br />) FFU <br />Yk-1 <br />_ME�-_��2X TOP PLATE <br />OVERLAPPING <br />TRANSOM FRAMING <br />SEE SECTION AA/Sl <br />AND BB/Sl FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />USP <br />-NAILED INTO <br />TRANSOM <br />FRAMING <br />USP_ <br />SPT22 <br />SID <br />//-USPT4 <br />INTO <br />TRANSOM <br />FRAMING <br />SP SPT22 <br />SPT4 [UUSP SPT4 <br />4 2X8 P.T. BOTTOM Pr <br />E <br />'J' BOLT @ 24' O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />C <br />—I Od NAILS @ 6' <br />STAGGERED <br />J-BOLTS @ 24' O.C. <br />MAX <br />—2X P.T. PLATE <br />TRUSS ABOVE <br />F 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'-(r O.C. <br />-MASONRY WALL <br />C <br />SPT4 <br />I Od NAILS @ 4" 10d NAILS @ 6' O.C. <br />A <br />STAGGERED STAGGERED <br />r_r__ <br />0 ' RANSOM FRAMING <br />BEYOND. <br />L PLYWOOD <br />SHEATHING <br />PLYWOOD FASTENED TO TRUSSES 0 rE -N <br />WITH 8d COMMON WIRE NAILS @ 4- S4 <br />O/C BOUNDARIES 6"O/C EDGES <br />L <br />& 8"O/C FIELD <br />SPT4 <br />2X8 P.T. BOTTOM <br />PLATE <br />I------- <br />L518"xlO""J" BOLTS @ 24"O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />—PLYWOOD <br />o SHEATHING <br />o <br />MASON o_�-5/8"X10"J-BOLTS@24"O.C. <br />WALL BELOW o MAX. (MIN. (2) PER BOTTOM <br />o PLATE) <br />ALTERNATE, <br />5/8"DIA. ATR EPDXIED <br />vi <br />MIN. 6"INTO BOND BEAM <br />@ 24- O.C. <br />FRAMING DETAILS ABOVE ENTRY /Oo' �R <br />SCALE: N.T.S. <br />(D <br />z co <br />8 <br />0 <br />tAmook <br />z <br />< <br />1 <br />z <br />0 <br />V) (D <br />Q) C—n <br />4—J Uj <br />(0 <br />U <br />0 LU <br />CLI <br />(Jr) <br />E <br />0 <br />0 <br />0) ce) <br />In i,._ <br />00 <br />r-- <br />LU <br />aimE <br />pf <br />MCI M <br />2 - <br />C, <br />U_ <br />0 <br />Cl) Mo <br />< <br />0 v <br />A <br />ED. <br />N-C-B,D*C <br />IF/ <br />/T1 <br />I-- <br />AN <br />R <br />d -;Z, <br />r <br />;Fpz <br />M% .12 <br />we <br />dft A <br />IL, <br />C( <br />14t_11 <br />, <br />N <br />N <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth 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 />I <br />0 <br />Z C-4 <br />0 aj r--, <br />4-0 C) <br />Ln 15 %D <br />CD <br />> C) <br />4-r N <br />< (n M Lr) <br />th M v- <br />z <br />0- in X N <br />,u <br />U_ Ln <br />CL <br />>� � <br />M .q <br />cl� U 0.00 <br />z <br />< <br />E <br />z <br />z IT <br />LLJ <br />_j <br />W <br />%0 <br />I- <br />0, <br />ce <br />g <br />g T. <br />N <br />0 �@ <br />z <br />zz <br />z <br />0 <br />-0 <br />T <br />N <br />Ln <br />0 <br />Cl) <br />;;Fc <br />uj <br />61 . <br />I <br />< P <br />PR; <br />2 <br />rj <br />LU <br />N <br />z <br />V, <br />r4 <br />0. 9 <br />z <br />LU <br />117114 <br />Ln <br />-0- <br />0 6� <br />8< <br />Lij <br />x <br />I <br />2 uj <br />?k < <br />8 <br />fn <br />< <br />z <br />z <br />z <br />0 <br />z <br />LU <br />0 <br />uj <br />rn <br />V-4 <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: ERAND <br />ON N <br />VERSI 0' 10 <br />SHEET NO. <br />S4 <br />I I <br />