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12 <br />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 />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 />14 <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 <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 <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 />G—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 21/4" <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 />,) <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 />• <br />• • <br />� � • • <br />_ <br />' ' ' •' • <br />—il�l� <br />Lr�� <br />ii'�I—'' <br />Sill <br />I�I� <br />�IiBI <br />IIII�' <br />■���11 <br />1i�11�� <br />■II <br />iI <br />WO <br />�IIII <br />I!!111111111 <br />NOTES: <br />1Q 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 />Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />® OPENINGS LESS THAN OR EQUAL TO V-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 4n FORM CONCRETE INSET TO <br />1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />MOUNTING BASE SHOWN <br />IN POSITION <br />—2x6 MOUNTING BASE <br />G <br />S4 <br />6 <br />T W <br />r O <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 />SCALE: N.T.S. <br />-TRACK MOUNTING BRACKET <br />\GARAGE DOOR TRACK <br />SCALE: N.T.S. <br />a a e. a. <br />8 a a a <br />POURED CONCRETE BASE FOR BOTTOM MOU�NTINGB <br />BLOCK WALL. RECESSED SPACE TO BE 2" ABB OVE FINISHED <br />FOR GARAGE DOOR AND WATER GARAGE FLOOR. <br />SHED FORWARD THIS DRAWING. <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />L+7:1 <br />7 5/8" 8" 7 5/8" 811 <br />7 5/8" 8n <br />SOLID AREAS ARE ❑ SOLID AREAS ARE <br />❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT <br />INTERIOR ❑ FULL 8x8x16 BLOCK <br />WALL ❑ ❑ <br />DOOR OPENING DOOR OPENING DOOR OPENING -Ct <br />mu I = F <br />EXTERIOR J ❑ ❑ <br />WALL ❑ � ❑ <br />❑F0] <br />❑ <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" DOOR JAMB 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 />VERTICAL JAM <br />n n n n n n <br />5/8 DI . x - A I - , AN - I 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 />TRUSS BOTTOM CHORD OR 2x4 <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />BLOCKING W/ 2-16d TOE NAILS <br />NOT TRANSFER LOAD. <br />@ EACH END <br />° WALL <br />° ° ZZ7 DOOR STOP <br />T° <br />U <br />a. . ° MOLDING <br />Jv? a <br />a <br />2x TOP PLATE <br />V2-16d <br />GARAGE <br />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 />ROVIDE P.A.F. NAILS OR <br />2x P.T. PLATE EQUAL @ 12" O.C. <br />STAGGERED FROM BOT. <br />SEE A/S3 FOR PLATE TO CONCRETE <br />DOOR TRACK <br />REINF. INFO. <br />W/MOUNTING ANGLE <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />Q <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />TYPICAL INTERIOR NOW <br />BEARING WOOD FRAME WALLri <br />TYPICAL GARAGE DOOR BUCK K <br />SCALE: N.T.S. S4 <br />SCALE: N.T.S. S4 <br />SF ��NpO� <br />�N <br />2x CRIPPLES @ <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />USP SPT4 w/ (6) <br />10dx1Y"@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 />1 (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 />(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 NA <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. SL� <br />USP SPT4 SPT24 <br />LISP I. <br />2X STUDS @ 24" O.C. <br />A <br />O <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/Si FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />G <br />d" d. <br />P.T. <br />ATE <br />USP SPT <br />12 <br />(TYP-) SEE ELEV. <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 />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 />MOISTURE BARRIER1-11 <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT <br />1 #5 VERT. IN CONC. FILLED CELL---**- <br />W/ STD. 900 HOOK IN K.O. BLOCK <br />ALT. KNEEWALL ABOVE <br />SEE TYPICAL WALL SECTION <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 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 />MAIN SPAN <br />ROOF TRUSS <br />UPLIFT CONNECTOR <br />(SEE SCHEDULE) <br />RY WALL DETAIL E <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 />. ' 4&* SPLICE STAGGERED <br />14-10d @ 8" O/C <br />ATTACH ALL <br />EXTERIOR STUDS <br />W/ (4y 16d TOENAILS <br />TO 70P PLATE <br />NOTE: <br />PLATE LENGTHS MUST BE BOTTOM SPLIC <br />AT LEAST 4'-W LONG. TYPICAL OVER STUD <br />TOP PLATE SPLICE DETAIL rM <br />SCALE: N.T.S. S4 <br />F= 2240 LBS <br />USP <br />USP SPT4 S T24 C SP SPT4 <br />2X TOP PLA• <br />OVERLAPPIP <br />SCALE: N.T.S. S4 <br />ROOF TRUSS ABOVE <br />1- 2X BLOCKING <br />INTO - TOE NAILS <br />EA. BLOCKING <br />TRANSOM 10d NAILS @ 6" EA. BLOCKING <br />TRANSOM FRAMING FRAMING STAGGERED <br />SEE SECTION AA/S1 <br />AND BB/S1 FOR is 2X8 WALL ABOVE <br />ADDITIONAL DETAILS ENTRY <br />SP SPT22 K.O. BLOCK W/(1) <br />SP SPT4 USP SPT4 -BOLTS @ 24" O.C. #5 CONT. & <br />RECESS MAX FILLED <br />LINTEL 5/8"X10" J-BOLTS <br />2X P.T. PLATE @ 2'-0" O.C. <br />77 <br />° a . MASONRY WALL <br />2X8 P.T. BOTTOM P TE C <br />5/8"x10" 7' BOLT @ 24" O.C. MAX. <br />USP C (MIN. (2) PER BOTTOM PLATE) C <br />SPT24 SP SPT4 <br />10d NAILS @ 4" 10d NAILS @ 6" O.C. <br />STAGGERED A STAGGERED <br />TRANSOM FRAMING <br />o o BEYOND. <br />NAILED INTO d <br />TRANSOM <br />FRAMING PLYWOOD <br />PLYWOOD FASTENED TO TRUSSES o E SHEATHING <br />WITH 8d COMMON WIRE NAILS @ 4" S4 <br />O/C BOUNDARIES 6" O/C EDGES B <br />& 8" O/C FIELD <br />SPT22 <br />SP <br />SPT4 <br />a <br />SPT4 <br />° 2X8 P.T. BOTTOM <br />PLATE <br />D <br />5/8"x10" 7' 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 ("R <br />SCALE: N.T.S. S4 <br />CD <br />Z o <br />Z <br />Z <br />4 <br />J <br />(n z <br />Cz <br />Cnnl) Ui <br />,, <br />cn <br />�W w <br />QC <br />= <br />E <br />0 <br />�(A <br />(0 c <br />U <br />o 0 <br />coN <br />M <br />L IJ <br />—S <br />oilF— E <br />•, <br />C (d M <br />N2M <br />00C, <br />= dj <br />4) <br />0 En <br />.c U_ W <br />=S - <br />0 CU <br />Ly N <br />Q 0 <br />05 <br />0 <br />Oi o <br />A1 <br />B D. <br />N�C •B �D �C <br />0 IN� o �,.. •� <br />z f <br />z .d <br />_o <br />N <br />npcy <br />o <br />. <br />CL ' <br />0 <br />V, oho CAP <br />Z �• <br />W t`��� <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. 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 />CD <br />Z NO <br />0 1� <br />C) <br />r>—i U M <br />M <br />Q U-)COIn <br />Q Ln <br />� LL <br />CL <br />cY V cB'q <br />Q <br />� <br />Z T <br />W <br />d- <br />;Z <br />x <br />W <br />Za <br />f¢ <br />�� <br />Z°Z <br />U <br />UWZ <br />' <br />T <br />-L <br />a 00 <br />�L�O <br />uj <br />o Z <br />N <br />> <br />� <br />¢H <br />�Z <br />� <br />Z <br />C: <br />M <br />� <br />0 <br />1 <br />S <br />U <br />-r <br />Clu <br />J <br />�a <br />O <br />OZ <br />F- <br />=, <br />< <br />W <br />XYr <br />�12.-2 <br />d <br />ziiN <br />1 ` <br />5<0 <br />W Z Q <br />a <br />Z��� <br />J <br />Ll.! <br />U_ o <br />gWU <br />ro T-4 <br />Q <br />Z <br />W ~ ~ <br />Q�z <br />d- <br />Z <br />ajj <br />V) z <br />g <br />LLJ <br />_ <br />`Z <br />n <br />r-i <br />d <br />cn <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />0 VERSION N0, ^ . <br />SHEET NO. <br />S4 <br />