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\�TYp) SEE ELEV. <br />USP SPT24 @ EA. STUD <br />CRICKET AS REQUIRED <br />SINGLE 2x CONT. BASE <br />(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />(2) 2x HEADER TO SIT <br />i <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) 2x HEADER <br />PER PLAN <br />VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" <br />O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL 1 <br />SCALE: N.T.S. S4 <br />SEE TYPICAL WALL SECTION <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 />(3)10d TOENAILS T&B <br />AS REQ'D <br />2x BLOCKING @MID <br />POINT EVERY OTHER <br />STUD W/ (3) 10d NAILS <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"X16" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED SOLID W/GROUT <br />1 #5 VERT. IN CONC. FILLED CELL W/ <br />STD. 90^ HOOK IN K.O. BLOCK Ir <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 />GENERAL NOTES <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 />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 />MIN. EXTENSION FROM <br />EXTERIOR FACE OF BLOCK <br />WALL IS 1 1/2" MAXIMUM <br />EXTENSION FROM EXTERIOR <br />FACE OF BLOCK WALL IS 2 1/4" <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. S4 <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 J <br />a <br />a <br />a. a <br />8 STD. 90 HOOK g" <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 />AE <br />NOTES: <br />1O 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 />O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />O3 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 <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />J <br />J <br />c <br />� <br />'LU <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 />MOUNTING BASE SHOWN <br />IN POSITION <br />GARAGE ENTRY FORM DETAIL <br />2x6 MOUNTING BASE <br />SCALE: N.T.S. <br />�8x8x16 C.M.U. <br />GARAGE DOOR TRACK MOUNTING BRACKET <br />GARAGE DOOR ROLLER <br />GARAGE DOOR TRACK <br />CONNECTION ASSEMBLY <br />GARAGE FLOOR <br />f <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />/IF <br />SCALE: N.T.S. <br />7d <br />POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E <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 5/8" 8" 7 5/8" 8" <br />SOLID AREAS ARE ❑ <br />❑ STEELAND GROUT ❑ ❑ <br />INTERIOR <br />WALL ❑ ❑ ❑ <br />CL DOOR OPENINGL —1 DOOR OPENING <br />EXTERIOR ❑ ❑ <br />WALL ❑ ❑ ❑ <br />1ST COARSE 2ND COARSE 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" DOORJAMB WALL IS TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MASONRY LAYOUT rD <br />SCALE: N.T.S. SL� <br />1L�3�[�Ll�l_1►�i <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 />rB@L <br />RUSS BOTTOM CHORD OR 2X4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />OCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. <br />EACH END WALL <br />DOOR STOP <br />w a MOLDING <br />J C-) <br />d Q <br />v? a d <br />2x TOP PLATE GARAGE <br />2-16d NAILS @ 24" O.C. OR DOOR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING 2 x 6 P.T. <br />2x STUD @ 24" <br />O.C. MAX. <br />P.A.F. NAILS OR <br />2x P.T. PLATE <br />FPROVIDE <br />EQUAL @ 12" O.C. <br />STAGGERED FROM BOT. <br />SEE A/S3 FOR <br />PLATE TO CONCRETE <br />REINF. INFO. <br />vvvr. i <br />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 TYPICAL GARAGE DOOR BUCK K <br />SCALE: N.T.S. S4 SCALE: N.T.S. S4 <br />N <br />2x CRIPPLES @ <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />USP SPT4 w/ (6) <br />10dx1%"@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 />1'-4' <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) USP LSTA30 <br />4'- 9' <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 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" O/C FOR 2"x10" OR <br />GREATER HEADER <br />1T,(2) 2x HEADER SEE PLAN <br />S4 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 NP <br />** HOLD DOWN CONNECTIONS <br />Op�00,Q NOT REQUIRED @ BEARING <br />FN/NG, WALLS NOTED WITHOUT UPLIF <br />P.T. BOT. PLATE <br />WALL HEADER DETAIL Q <br />SCALE: N.T.S. S4 <br />-USP SPT4 SPT24 <br />2X STUDS @ 24" O.C. <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />4 <br />dQ d. <br />G <br />P.T. <br />ATE <br />USP SPT <br />— SEE TYPICAL WALL SECTION <br />12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C <br />z:!(TYP) SEE ELEV. 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 />KING ( ) <br />O/C FIELD <br />2X4 PT STUDS @ 16" O.C. <br />:BLOC <br />(2) 2X4 PT STUDS UNDER HIP <br />CARRIER/GIRDER TRUSS <br />- <br />USP HTA20 @ EA. STUD <br />• <br />MAIN SPAN <br />MOISTURE BARRIER <br />ROOF TRUSS <br />UPLIFT CONNECTOR <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />(SEE SCHEDULE) <br />AND FILLED W/ GROUT <br />1 #5 VERT. IN CONC. FILLED CELL <br />W/ STD. 90* HOOK IN K.O. BLOCK <br />ALT. KNEEWALL ABOVE MASONRY <br />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 10d @ 3" O.C. (14 <br />> NAILS TOTAL) EA. SIDE OF <br />1 . 48. SPLICE STAGGERED <br />�10d @ 8' 0/C <br />ATTACH ALL J <br />EXTERIOR STUDS <br />W/ (4) 16d TOENAILS <br />T01-bP 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 />SCALE: N.T.S. �4 <br />F= 2240 LBS <br />USP rc <br />Uar or i 4 <br />SPT24 <br />Or Or 14 <br />10c <br />ST <br />M' <br />TRANSOM FRAMING <br />SEE SECTION AA/Si <br />AND BB/S1 FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />SP SPT4 <br />SP SPT22 <br />USP SPT4 <br />d <br />a . <br />d' d 2X8 P.T. BOTTOM P ATE <br />USP <br />SPT24 <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />USP_ <br />SPT22 <br />USP <br />SPT4 <br />IN <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />P SPT4 <br />2X TOP PLATE <br />OVERLAPPING <br />NAILS @ 6" <br />kGGERED <br />30LTS @ 24" O.C. <br />kX <br />2X P.T. PLATE <br />C <br />ROOF TRUSS ABOVE <br />2X BLOCKING <br />O <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'-0" O.C. <br />MASONRY WALL <br />-10d NAILS @ 4 A 10d NAILS @ 6" O.C. <br />STAGGERED STAGGERED <br />TRANSOM FRAMING <br />0 o BEYOND. <br />PLYWOOD <br />o E SHEATHING <br />PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS @ 4" S4 <br />O/C BOUNDARIES 6" O/C EDGES B <br />& 8" O/C FIELD <br />SPT4 <br />a a <br />2X8 P.T. BOTTOM <br />PLATE <br />D <br />5/8"x10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />PLYWOOD <br />SHEATHING <br />MASONRY <br />WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. <br />MAX. (MIN. (2) PER BOTTOM <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. <br />UI'� <br />z o <br />— o <br />z N <br />z* <br />Q <br />1 <br />z <br />co <br />V) (D <br />cn <br />� <br />w <br />p <br />�U <br />— <br />0 w <br />I- <br />E <br />o <br />II^^ <br />v' � <br />� <br />O M <br />o <br />U <br />WM <br />w <br />F--- O <br />c�MM <br />cu ;a M <br />— <br />O o0 <br />_ <br />U0 <br />� <br />- LL <br />Q <br />1, <br />Un b <br />Lo1. Q v <br />Q <br />rn Q o <br />AI <br />B Do <br />N.0 B.D.0 <br />° <br />XCR <br />Ir <br />h�S'caa zd�}. <br />CL1 O) <br />ezaN <br />Z.� '-'� m t„' <br />Z Z <br />J <br />QR'jy^^ 04 ,q¢ <br />, <br />� <br />r�+- <br />IIY" _, <br />aQeLL V_ <br />u EL <br />� <br />in O�i.,k' <br />T• � <br />LL!, �p 9 e <br />W 4 off. N��a«, � a. <br />Q <br />�`� <br />oy <br />.:.spy ° i"2'1 W., r„ 4 1". i <br />To the best of the Engineer's knowledge, information, and <br />beliefI the structural plans and specifications contained <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 />C:)Z <br />ON <br />0 1� <br />i>-�+ U) C)M <br />a U-) f0 Ln <br />a " M '� <br />'<-7 Z F- C- M <br />(Y-U cv'—' <br />Z E <br />w CD <br />W JCD <br />J <br />O Z <br />Un <br />�o <br />zQa <br />g <br />wa�o <br />vzoo <br />U <br />z 0� W d <br />p � z <br />w <br />y <br />ry��L J <br />r �� <br />C, <br />r� <br />w <br />FWo <br />�- <br />Z � <br />zz <br />a) <br />}o <br />¢z <br />O <br />M <br />> <br />� <br />S <br />p <br />0 <br />JQ <br />U <br />CO- <br />(o <br />U) <br />J <br />o� <br />QRo <br />P C3= <br />OJ <br />Q <br />, _ <br />XUQ <br />x O U <br />�,�,, <br />r <br />LL <br />U iY m d <br />ZU4od <br />N <br />J <br />�-tz <br />aow0 <br />zo <br />Z� <br />Z <br />N <br />o9o g <br />z <br />LU <br />.J <br />Ln <br />I.I..I <br />z <br />t- w O <br />W <br />2: <br />z <br />Q <br />OwU <br />00 <br />1,0 <br />Q <br />z <br />z <br />ui <br />aWz <br />0, <br />V, <br />Ln Z <br />J <br />m <br />� <br />� <br />= <br />Qw <br />.--I <br />t2 <br />(n <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: FFLORES <br />VERSION N0. 10 <br />SHEET NO. <br />S4 <br />