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(2) <br />2X6 OR (2) 2x8 <br />PLATE SEE <br />PLAN <br />�gcTOP <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 />PIE <br />HEADER FLUSH TO OUTSIDE OPTION <br />2x BLOCKING @ EACH END W/ 10d @ <br />4' <br />4" O.C. FROM EACH HEADER FACE <br />TO BLOCKING <br />W2 <br />---(2) 2x HEADER <br />PER PLAN <br />2x BOTTOM PLATE W/ (1) 1 Od @ 8- <br />VARIES O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S. � �4 <br />12 <br />SEE TYPICAL WALL SECTION <br />(TY SEE ELEV. <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 />=-7,-1POINT EVERY OTHER <br />++* STUD W/ (3) 10d NAILS <br />CRICKET AS REQUIRED <br />SINGLE 2x CONT. BASE <br />PLATE W/ (2) 16d TO <br />TRUSS BELOW Ile <br />NOTES: <br />1/2" EXTERIOR GRADE SHEATHING FILL LINTEL AND ALL CELLS ABOVE LINTEL. <br />FASTENED TO TRUSSES WITH 8d COMMON NOTE: FOR BEAM DEPTH 22", PROVIDE A 4"x 4" INSPECTION <br />PORT <br />WIRE NAILS @ 4- O/C BOUNDARIES 6' O/C <br />EDGES & 8"O/C FIELD <br />A @ 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 V-0- IN WIDTH DO NOT <br />REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON <br />FLOOR PLAN. <br />TYPICAL FILLED LINTEL ASSEMBLY <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 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 />KtS4 <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 />SCALE: N.T.S. <br />EE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />L-ROOF TRUSS <br />CONNECTOR (SEE SCHEDULE) <br />IRE BARRIER <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />WIDTH OF OPENING VARIES 4" 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 />bUALL: N. 1.5. <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 K"A� <br />SCALE: N.T.S. <br />� �4 <br />REFER TO WIN DOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW <br />KNOCK -OUT----\ <br />BLOCK W/(1)#5 NOTCH LINTEL WHERE REQUIRED <br />FOR CONCRETE PLACEMENT 7 <br />on <br />- <br />MI! <br />PP <br />T <br />I _j <br />\ <br />7. <br />FORM CREATES CONCRETE RECESS TO <br />RECEIVE GARAGE DOOR AND TO ALLOW <br />2X4 (NOM-) <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 />IBOTTOM OF MOUNTING -B) <br />POURED CONCRETE BASE FOR <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" 8w 7 5/8" 8" 7 5/8" 8" <br />INTERIOR <br />WA <br />LL <br />CL, <br />EXTERIOR <br />WALL <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING --(-t <br />1STCOARSE 2ND COARSE 3RD COARSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE <br />COARSEBELOW, EVERYTHIRD (3RD) COARSE THE 11' DOORJAMB WALLIS TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MASONRYLAYOUT D� <br />SCALE: N.T.S. <br />� �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 />SEE TYPICAL WALL SECTION <br />12 PRE-ENGINEERED WOOD TRUSSES @ 24- O/C <br />(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 318" 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 />--- <br />USP HTA20 @ EA. STUD <br />L <br />MAIN SPAN <br />MOISTURE BARRIER <br />ROOF TRUSS <br />UPLIFT CONNECTOR <br />8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. —/ <br />4T. <br />(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 />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E <br />FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. <br />CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) SCALE: N.T.S. <br />TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />LBLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />@ EACH END WALL <br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />4 4 -09 2"x BUILT-UP COLUMN <br />4 DOOR STOP PSPN516Z W1 (12) 16d NAILS SEE PLAN FOR MORE INFO <br />W TOP SPLICE 0 <br />0 16* -4 MOLDING <br />. 2� < 1, 2 ROWS 1 Od @ 3- O.C. (14 18-1 Od NAILS <br />9L <br />NAILS TOTAL) EA. SIDE OF <br />2x TOP PLATE GARAGE <br />T�� 50" F T <br />W, (1 <br />E Wl� <br />0 <br />PSPN` 6Z 2) 16d NAILS <br />Top SPLIC <br />fe. SPLICE STAGGERED 0 0 <br />V2-16d NAILS @ 24' O.C. OR DOOR <br />'I - 5/8 DIA. X 12" EPDXIED ATR <br />EQUAL TO TRUSS BOTTOM 2 x 6 P.T. <br />CHORD OR BLOCKING <br />v <br />2x STUD @ 24' <br />O.C. MAX. <br />P ROVIDE P.A.F. NAILS OR <br />2x P.T. PLATE EQUAL @ 12' O.C. <br />F! <br />STAGGERED FROM BOT. <br />SEE A/S3 FOR <br />REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE <br />4 NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHE <br />ETS <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />TYPICAL INTERIOR NON — <br />BEARING WOOD FRAME WALL ('j TYPICAL GARAGE DOOR BUCK <br />SCALE: N.T.S. SCALE: N.T.S. <br />IAI <br />'i�,00 <br />4 ;j, <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 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 />11 - 4# <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) LISP LSTA30 <br />4'- 9' <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) USP LSTA30 <br />91-16, <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 P <br />REQUIRED CONNECTION <br />LAN NOTES FOR <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'X1 0" OR <br />GREATER HEADER <br />\—(2) 2X HEADER SEE PLAN <br />\—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 N/! <br />HOLD DOWN CONNECTIONS <br />NOT REQUIRED @ BEARING <br />WALLS NOTED WITHOUT UPLIF <br />P.T. BOT. PLATE <br />WALL HEADER DETAIL <br />SCALE: N.T.S. � �4 <br />TRANSOM FRAMING <br />SEE SECTION AA1S1 AND <br />BB/Sl FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />P.T. <br />ATE <br />USP SPT <br />10d @ 8"O/C <br />ATTACH ALL <br />EXTERIOR STUDS <br />W/ IAI 16d TOENAILS <br />T076P PLATE <br />NOTE: <br />BOTTOM SPLIC) <br />PLATE LENGTHS MUST BE OVER STUD <br />AT LEAST 4'-0" LONG. TYPICAL <br />TOP PLATE SPLICE DETAIL rM <br />SCALE: N.T.S. <br />F= 2240 LBS <br />USP <br />USP SPT4� SPT241 SP SPT4 <br />2X TOP PLK <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 />USP <br />SPT4 <br />INTO <br />TRANSOM <br />FRAMING <br />I rSP SPT22 <br />USP SPT4 <br />SPT4 <br />2X8 P.T. B070M PrE <br />5/8"A 0" "J" BOLT @ 24" O.C. MAX. <br />C (MIN. (2) PER BOTTOM PLATE) <br />2X8 P.T. BOTTOM <br />PLATE <br />UU I I � I <br />5/8"AO""J" BOLTS @ 24"O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />OVERLAPPIN <br />1 Od NAILS @ 6- <br />STAGGERED <br />J-BOLTS @ 24- O.C. <br />MAX <br />-2X P.T. PLATE <br />TRUSS ABOVE <br />2X BLOCKING <br />(2) 16d TOE NAILS <br />EA. BLOCKING <br />2X8 WALL ABOVE <br />ENTRY <br />0 <br />K.O. BLOCK W/0) <br />#5 CONT. & <br />FILLED <br />5t8"XlO"J -BOLTS <br />@ 2-0 O.C. <br />MASONRY WALL <br />SPT4 C <br />1 Od NAILS @ 411 <br />10d NAILS @ 6' O.C. <br />STAGGERED A STAGGERED <br />0 0 <br />0 BEYOND. <br />L PLYWOOD <br />0 <br />SHEATHING <br />0 <br />PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS @ 4- <br />O/C BOUNDARIES 6"O/C EDGES 0 L <br />& 8" O/C FIELD 0 <br />o <br />SPT4 <br />z <br />0 <br />—PLYWOOD <br />MASONRY-- SHEATHING <br />WALL BELOW 0- 5/8'X1 0' J-BOLTS @ 24- O.C. <br />0 MAX. (MIN. (2) PER BOTTOM <br />PLATE) <br />ALTERNATE' <br />518" DIA. ATR EPDXIED <br />MIN. 6"INTO BOND BEAM <br />@ 24' O.C. <br />FRAMING DETAILS ABOVE ENTRY <br />SCALE: N.T.S. S4 <br />Ln <br />0 V_ <br />z <br />Z <br />z <br />anew <br />z <br />0 <br />L/) (D <br />4--J U_j <br />U <br />LU <br />= <br />Ln <br />E <br />2 <br />Fa <br />0 <br />LU <br />E <br />04 <br />0 co, <br />I! mr 0 <br />C.4 <br />0.20 <br />6 U_ 00 <br />Cq- 00 <br />< <br />LO <br />0 <br />A <br />N C-B-D-c <br />IV <br />.IN <br />4. U111) <br />4 1 ... 1!n!, <br />- <br />10 'It cqk <br />IC <br />WU ",­1z, <br />N <br />LL U R <br />;57 <br />1/ .. ...... <br />F E S - <br />34 <br />� tI- \�\\ <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 />earing Engineer's signa <br />C) <br />0 <br />z 04 <br />0 4) N <br />CD <br />%0 <br />M 0 <br />CC Ln <br />a <br />I= <br />0 <br />(0 — In <br />L_ LL_ <br />CL O-N <br />fn <br />M -I <br />6� CL 00 <br />< <br />- E %-00 <br />z 3: <br />z 0 <br />LL1 <br />_j C) <br />0 <br />LZU <br />MHz <br />Z <br />!E Z j..; <br />1 3: Ln <br />-r-4 <br />0 <br />W 8 <br />LU - <br />en <br />C) <br />T-4 <br />N <br />Ln <br />N <br />r4 <br />Ln <br />0 <br />I <br />0� <br />� z <br />9 <br />0 <br />-0 <br />< <br />Z <br />e_-", <br />< <br />b 0 9 <br />PO 5 <br />9 il: � t" <br />M <br />(V <br />Z <br />Uj <br />Z 2E <br />8 0M 0 <br />LU MOM <br />> <br />_j <br />ffii <br />V) <br />IN <br />r- 20: <br />5 < <br />r'-4 <br />8� <br />§RM <br />0 <br />0 <br />CD <br />z <br />Uj <br />> <br />0 <br />z <br />15 <br />z <br />SCALE AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: FLORES <br />VERSION NO. <br />1525 <br />JOB NO: 17-4135 <br />SHEET NO. <br />S4 <br />