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12 <br />(TYP) SEE ELEV. <br />I 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 />2x6 / W WALL BEYOND FLUSH TO THE OUTSIDE <br />SEE PLAN FOR HEADER SEE PLAN FOR SIZE <br />CONNECTION -------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/ 10d @ <br />4" O.C. FROM EACH HEADER FACE <br />2 <br />4' <br />t 0 BLOCKING <br />T <br />--(2) 2x HEADER <br />PER PLAN <br />2x BOTTOM PLATE W/(1) 10d @ 8" <br />1A1111 <br />IVARIES 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 />PRE-ENGINEERED WOOD <br />TRUSSES @ 24- O/C <br />UPLIFT CONNECTOR <br />(SEE SCHEDULE) KNOCK -OUT — <br />BLOCK W/ (1 <br />MHRI PWA _=: .10 <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 />S <br />+ STUD W1 (3) 1 Od NAI <br />PLATE W1 (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"X1 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. 90AHOOK 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.) \—ROOFTRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />MOISTURE BARRIER <br />SCALE: N.T.S. <br />Z SEE PLAN FOR FOOTING _"11� <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />VENT OR 2ND 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 />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 />NOTCH LINTEL WHERE REQUIRED <br />FOR CONCRETE PLACEMENT 7 <br />STD. 9d'HOOK-/8, <br />LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS <br />GREATER THAN 6'-O"WIDE (U.N.O. ON <br />PLAN) <br />OPENING <br />FILLED CELL W1 (1) #5 VERTICAL <br />SEE FDN. PLAN FOR LOCATION <br />IF <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" FORM CONCRETE INSET TO <br />112"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR <br />SCRAP MATERIAL BLOCK WALL ABOVE. <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 />FMOUNTING BASE SHOWN <br />IN POSITION GARAGE ENTRY FORM DETAIL <br />SCALE: N.T.S. <br />-TRACK MOUNTING BRACKET <br />\ GARAGE DOOR TRACK <br />SCALE: N.T.S. <br />POURED CONCRETE BASE FOR BOTTOM OF MOUNTI�NGB <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" 75181, 8-1 7 518" 8" <br />A v I 1 1 7. <br />SOLID AREAS ARE 2 — SOLID AREAS ARE <br />STEEL AND GROUT STEEL AND GROUT <br />INTERIOR F1 FULL 8x8xl 6 BLOCK <br />WALL <br />Ct DOOR OPENING DOOR OPENING DOOR OPENING --r. <br />EXTERIOR—/ <br />WALL <br />Ell A <br />1 ST COARSE 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 REAR WALL AS SHOWN. <br />MASONRYLAYOUT rD <br />SCALE: N.T.S. � �4 <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 />BOTTOM CHORD OR 2x4 <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />rTRUSS <br />BCLOCKING W/ 2-16d TOE NAILS <br />NOT TRANSFER LOAD. <br />a EACH END <br />WALL <br />UJI <br />0 <br />DOOR STOP <br />MOLDING <br />—2 0 <br />2x TOP PLATE <br />co <br />GARAG <br />2-16d NAILS @ 24" O.C. OR <br />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 />PROVIDE P.A.F. NAILS OR <br />2x P.T. PL.ATE <br />FEQUAL @ 12" O.C. <br />SEE A/S3 FOR <br />STAGGERED FROM BOT. <br />DOOR TRACK <br />PLATE TO CONCRETE <br />REINF. INFO. <br />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 <br />TYPICAL GARAGE DOOR BUCK <br />SCALE: N.T.S. �4 <br />SCALE: N.T.S. � �4 <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPENING <br />')It v A" WALL <br />^ " <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) <br />(2) <br />(1) <br />(2) <br />(1) USP LSTA30 <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) USP LSTA30 <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 FL OR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />0 <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 />2x CRIPPLES @ <br />RE ER HEADER <br />16" O.C. W1 (2) 12d <br />TOENAILS T/B <br />USP SPT4 w/ (6) <br />1 Od x 1 Y2" @ 24" <br />\_(2) <br />O.C. <br />2x HEADER SEE PLAN <br />"'—INTERIOR <br />1 Od NAILS @ 8" <br />HEADER <br />O/C TYP. <br />BOX HEADER (1) 2x SILL PLATE W/ (2) <br />ONLY 12d TOENAILS. <br />DOUBLE 2x <br />EXTERIOR HEADERS <br />CRIPPLE STUD <br />(1) 2x SILL PLATE W/ (2) <br />"I <br />TYPICAL (U.N.O.) <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/S� <br />HOLD DOWN CONNECTIONS <br />NOT REQUIRED @ BEARING <br />WALLS NOTED WITHOUT UPLIF1 <br />P.T. BOT. PLATE <br />WALL HEADER DETAIL K* Q <br />SCALE: N . T.S. � �4 <br />FFWill','W 14 SPT241 <br />ki LF U <br />STUDS @ " 0 r <br />TRANSOM FRAMING <br />SEE SECTION AA/Sl AND <br />BB/Sl FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />4 <br />USP <br />P.T. <br />ATE <br />12 <br />_z(!yTYP.) SEE ELEV. <br />P 7.) <br />PRE-ENGINEERED WOOD TRUSSES @ 24" O/C <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 W1 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" BL CKING <br />O/C FIELD <br />2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />r= <br />USP HTA20 @ EA. STUD <br />MOISTURE BARRIER <br />8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. <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 />MAIN SPAN <br />ROOF TRUSS <br />UPLIFT CONNECTOR <br />(SEE SCHEDULE) <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 1 Od @ 3" O.C. (14 <br />NAILS TOTAL) EA. SIDE OF <br />-f,&. SPLICE STAGGERED <br />1 Od @ 8" O/C <br />ATTACH ALL ` Q,_1 -1 <br />EXTERIOR STUDS <br />W/ (A) 16d TOENAILS <br />TO76PPLATE <br />NOTE: <br />ST BE BOTTOM SPLIC <br />PLATE LENGTHS MUS OVER STUD <br />AT LEAST 4'-0" LONG, TYPICAL <br />TOP PLATE SPLICE DETAIL M <br />SCALE: N.T.S. �4 <br />F= 2240 LBS <br />USP <br />USP SPT4� SPT241 SP SPT4 <br />— � : , i <br />2X TOP PLATE <br />--r—, \-X\ OVERLAPPING <br />TRANSOM FRAMING <br />SEE SECTION AA/Sl <br />AND BB/Sl FOR <br />ADDITIONAL DETAILS <br />/RECESS <br />-LINTEL <br />USP <br />SPT241 <br />-NAILED INTO <br />TRANSOM <br />FRAMING <br />USP_ <br />SPT22 <br />LISP <br />SPT4 <br />< 2X8 P.T. BOTTOM <br />PLATE <br />5/8"x10­J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />ROOFTRUSSABOVE <br />/_ 2X BLOCKING <br />INTO <br />---(2) 16d TOE NAILS <br />TRANSOM <br />1 Od NAILS @ 6" <br />EA, BLOCKING <br />FRAMING <br />STAGGERED <br />2X8 WALL ABOVE <br />ENTRY <br />SP SPT22 <br />K.O. BLOCK W/(1) <br />SP SPT4 USP SPT4 <br />BOLTS @ 24" O.C. <br />#5 CONT. & <br />AX <br />FILLED <br />7 <br />5/8"X1 0" J-BOLTS <br />T- <br />2X P.T. PLATE <br />@ 2'-0" O.C. <br />MASONRY WALL <br />2X8 P.T. BOTTOM PrE'_� <br />5/8"x10" "J" BOLT @ 24"O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />C <br />--USP SPT4 <br />1 Od NAILS @ 41, 10d NAILS @ 6"O.C. <br />STAGGERED A <br />STAGGERED <br />TRANSOM FRAMING <br />0 0 <br />BEYOND. <br />E- LPLYWOOD <br />/—PLYWOOD FASTENED TO TRUSSES lo SHEATHING <br />WITH 8d COMMON WIRE NAILS @ 4" <br />O/C BOUNDARIES 6" O/C EDGES L <br />& 8" O/C FIELD <br />—PLYWOOD <br />I SHEATHING <br />MASONRY -- <br />I -BOLTS @ 24" O.C. <br />WALL BELOW — 0-o 5/8"X10" J <br />SPT4 <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 />z <br />V) (D <br />Q) (_/�l <br />4--J Uj <br />r) <br />0 LU <br />0 <br />U) <br />U) ce) <br />V) <br />.2o <br />C14 <br />a) 01) <br />LLJ <br />E <br />o <br />0 <br />0) 01) <br />C M ce) <br />M'O M <br />C1,4 <br />4j <br />(D <br />C <br />LL co <br />0 Cf <br />I <br />CD <br />-14 <br />< 0 <br />U) CL CD <br />Lo 0 'T <br />a D.— <br />< 0 <br />AI <br />8 D. <br />N-C B D C <br />r <br />cc <br />7L24 <br />0 <br />04 <br />z M <br />Ur LL <br />C=1j <br />u1ii <br />L �Ini <br />U] 5q. <br />U <br />ZV <br />r <br />-L <br />< <br />-0 -,Z-. <br />65 <br />LL11 <br />z <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 5th Edition (2014) Residential. 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