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(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />112" MINIMUM CEMENT FINISH <br />(2) 2x HEADER TO SIT <br />1 2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE <br />SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION <br />I CONNECTION SCREW OFF CAP (3" DIA.) <br />FOR CLEAN -OUT <br />------2x DEAD WOOD @ MID <br />POINT w/ (3) 12d <br />MIN. EXTENSION FROM <br />TONEAILS SPACED <br />DOUBLE 2x TOP EXTERIOR FACE OF BLOCK <br />EVENLY WALL IS 1 112" MAXIMUM <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 />PLATE <br />INTERIOR <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL <br />-ACE OF BLOCK WALL IS 2 1/4" <br />t <br />TO DRAIN CL <br />2x BLOCKING @ EACH END W/ 10d @ <br />4" O.C. FROM EACH HEADER FACE <br />TO BLOCKING <br />r---(2) 2x HEADER <br />IZI PER PLAN <br />=_j <br />2x BOTTOM PLATE W/ (1) 10d @ 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 />TYPICAL WALL SECTION <br />SEE ELEV. <br />------SEE <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 />TRUSSABOVE <br />2x CLOSURE WALL W/ <br />STUDS @ 16" O.C. W/ <br />SIMPSON SP2 w/ (12) 1 Od <br />(3) 10d TOENAILS T&B <br />NAILS AT EACH STUD <br />AS REQ'D <br />2x BLOCKING @ MID <br />�STUD <br />POINT EVERY OTHER <br />W/ (3) 10d NAILS_';�;��__ <br />- 77 P�-_ <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 />SIMPSON SP1 W/ (10) 1 Od <br />NAILS AT EACH STUD <br />E? <br />2x P.T. PLATE <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />C14 W/ 8" EMBEDMENT <br />8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED SOLID W/GROUT <br />C 1 #5 VERT. IN CONC. FILLED CELL W/ <br />STD. 90A HOOK IN K.O. BLOCK -1 <br />KNEE WALL ABOVE MASONRY WALL DETAIL <br />M <br />EXTERIOR <br />WALL <br />WALL CLEAN -OUT <br />rA <br />SCALE: N.T.S. <br />� �4 <br />7 5/81, 8" 7 5/8,1 8" 7 5/81, 8" <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8 <br />8 <br />16 BLOCK <br />12 <br />(TYP.) SEE ELEV. <br />SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />TRUSSES @ 24" O/C <br />UPLIFT CONNECTOR (SEE <br />SCHEDULE) <br />DOUBLE 2"x4" S.P.F. TOP PLATE <br />7/8" STUCCO FINISH PER ASTM C. <br />926 APPLY 3 LAYERS W/ TOTAL <br />THICKNESS 7/8" OVER METAL <br />LATH. FIRST 2 LAYERS 3/8" THICK <br />EACH. 3RD LAYER 1/8" THICK. <br />CRICKET AS REQUIRED <br />x <br />x <br />SIM%SON SP2 w/ (12) 10d <br />NAIL AT EACH STUD <br />LQ <br />DOOR OPENING WIN DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING <br />FASTENED TO TRUSSES WITH 8d <br />COMMON WIRE NAILS @ 4" O/C <br />OCKING (TY� <br />BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( <br />O/C FIELD <br />nBLOCKING <br />2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />4 v L CARRIER/GIRDER TRUSS <br />1 ST COARSE 2ND COAR 3RD COARSE <br />SE <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 />MASONRYLAYOUT rD <br />SCALE: N.T.S. 'N,'�4� <br />S I M PSON H ETA20 W/ (8) 1 0dx1 1/2" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />IN KO BLOCK AT EA. STUD <br />MOISTURE BARRIER <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED W/ GROUT <br />2�:tz!ln <br />REFER TO WINDOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW <br />;,-,- <br />L MAIN SPAN <br />ROOFTRUSS <br />tUPLIFT CONNECTOR <br />(SEE SCHEDULE) <br />�4 <br />KNOCK -OUT <br />BLOCK W/ (1 NOTCH LINTEL WHERE REQUIRED <br />)#5 FOR CONCRETE PLACEMENT 7 <br />11 /'7-7- <br />--8" STD. 9d'HOOK <br />LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS <br />GREATER THAN 6'-0" WIDE (U.N.O. ON <br />PLAN) <br />OPENING <br />FILLED CELL W/ (1) #5 VERTICAL <br />SEE FDN. PLAN FOR LOCATION <br />P, <br />ILI <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 />BLOCKING (TYP.) <br />PROPERLY. <br />\—ROOF TRUSS <br />SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />UPLIFT CONNECTOR (SEE SCHEDULE) OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT <br />REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON <br />FLOOR PLAN. <br />MOISTURE BARRIER <br />C-4 SCALE: N.T.S. <br />0 <br />_0 <br />E! <br />04 <br />C14 <br />00 <br />CID <br />00 <br />E <br />0 <br />E <br />0 <br />LZ <br />30 <br />N <br />N <br />�j <br />3 <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 />GENERALNOTES <br />SLOPE FORWARD <br />FOR DRAINAGE <br />SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <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 />MOUNTING BASE SHOWN <br />IN POSITION <br />—2x6 MOUNTING BASE <br />� <br />IV <br />\NMENEWER <br />> <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 />e), 8x8x16 C.M.U. GARAGE DOOR <br />GARAGE DOOR ROLLER <br />CONNECTION ASSEMBLY— <br />GARAGEFLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />96 3/8" <br />88" <br />71" <br />58" <br />41 <br />d 101, <br />6 3/4" <br />3 1/2"_ <br />SCALE: N.T.S. <br />-TRACK MOUNTING BRACKET <br />GARAGE DOOR TRACK <br />SCALE: N.T.S. <br />BOTTOMOF �NG�B <br />_"�OURED CONCRETE BASE FOR MOUNT <br />TO BE 2" ABOVE FINISHED <br />BLOCK WALL. RECESSED SPACE <br />FOR GARAGE DOOR AND WATER GARAGE FLOOR. <br />SHED FORWARD THIS DRAWING. <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />2x CRIPPLES @ <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />SIMPSON SP4 W/ (6) <br />1 Od x 1 1/2" AT EA <br />STUD (USE SP6 FOR <br />2x6 WALL, USE SP8 <br />FOR 2x8 WALL) <br />1 Od NAILS @ 8" <br />O/C TYP. <br />DOUBLE 2x <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />1 #5 VERT. IN CONC. FILLED CELL <br />W/ STD. 90' HOOK IN K.O. BLOCK <br />VERTICAL JAM <br />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <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 />SCALE: N.T.S. <br />CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />NOT TRANSFER LOAD- <br />2 x 6 P. <br />J-BOLT <br />TRACK <br />BRACKET <br />W/MOUNTING ANGLE <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER <br />K <br />TYPICAL GARAGE DOOR BUC (K <br />SCALE: N.T.S. <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPENING <br />2"x4"WALL <br />2" x 6" WALL <br />STRAPS <br />SIZE <br />JACKS <br />STUDS <br />JACKS <br />STUDS <br />EA END <br />EA END <br />EA END <br />EA END <br />SIMPSON <br />1'- 4' <br />(2) <br />(2) <br />(1)LSTA30 <br />T- 9' <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9'-16' <br />(3) <br />(4) <br />(2) <br />(4) <br />(2) 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 />REQUIRED CONNECTION <br />SEE FLOOR PLAN 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"xl 0" OR <br />GREATER HEADER <br />(2) 2x HEADER SEE PLAN <br />INTERIOR HEADER: <br />�4 \_(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />BOX HEADER <br />* EXTERIOR HEADERS: <br />'T <br />... �UT <br />ITH <br />SEEFLOOR PLAN N <br />REQU IRED CONNEC <br />2 <br />C C <br />3 <br />C <br />0 <br />C <br />ONLY (1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />OPENING LARGER THAN 4 FT: <br />(2) 2x SILL PLATE w/ SIMPSON <br />LS30 w/ (6) 1 Od x 1 1/2" EACH <br />SIDE <br />'---2x STUDS TYP. <br />SIMPSON HTT4 TYP. <br />U.N.O. SEE N/S4 <br />** HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />P.T. BOT. PLATE <br />WALL HEADER DETAIL <br />SCALE: N.T.S. �4 <br />GE <br />SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24- O.C. <br />PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />0 <br />PSPN516Z w/ (12) 16d NAILS <br />TOP 2 ROWS 1 Od @ 3" O.C. (14 <br />, k.SPPLICE NAILS TOTAL) EA. SIDE OF <br />4L9" SPLICE STAGGERED <br />. * . - , <br />1 Od @ 8" O/C <br />ATTACH ALL <br />EXTERIOR STUDS <br />W/ Y816d TOENAILS <br />TO P PLATE <br />NOTE: <br />BOTTOM SPLIC <br />PLATE LENGTHS MUST BE OVER STUD <br />AT LEAST T-O" LONG. TYPICAL <br />TOP PLATE SPLICE DETAIL rM <br />SCALE: N.T.S. <br />F= 2240 LBS <br />SIMPSON <br />SIMPSON SP4 SP2 <br />4 <br />P.T. <br />ATE <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 <br />AND BB/Sl FOR <br />ADDITIONAL DETAILS <br />RECESS <br />SIMPSON SIMPSON <br />SP4 SP2 <br />F <br />I U )..f <br />\-NAILED INTO <br />TRANSOM <br />FRAMING <br />;�' TRANSOM FRAMING <br />SEE SECTION AA/S <br />;1 AND <br />BB/Sl FOR ADDITIONAL <br />DETAILS <br />SIMPSON <br />Spi SIMPSON <br />SP4 <br />RECESS SIMPSON <br />LINTEL SP4 <br />NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP4 <br />SIMPSON <br />spi <br />SIMPSON <br />SP4 <br />BOTTOM CHORD OR 2x4 <br />BLOCKING W/ 2-16d TOE NAILS <br />r(TRUSS <br />EACH END <br />-7--0 <br />< <br />2x TOP PLATE—/ <br />C/) <br />V2_16d <br />NAILS @ 24" O.C. OR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING <br />2x STUD @ 24" <br />O.C. MAX. <br />—PROVIDE P.A.F. NAILS OR <br />2x P.T. PLATE <br />EQUAL @ 12" O.C. <br />SEE A/S3 FOR <br />STAGGERED FROM BOT. <br />PLATE TO CONCRETE <br />REINF. INFO. <br />TYPICAL INTERIOR NOW <br />BEARING WOOD FRAME WALL� �j <br />SCALE: N.T.S. <br />",,, � �4 <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />E Fb=2400 PSI (AS PER PLANS) <br />HTT4 W/ (18) 10d NAILS (3610# SPF) <br />HTT5 W/ (26) 1 Od NAILS (4670# SPF) <br />DTT2Z w/ (8) 1/4" x 11/2" SDS (1835# SPF) <br />00 0 HDU2-SDS2.5 W/ (6) 1/4" x 2 1/2" SDS (2215# SPF) <br />* HDU4-SDS2.5 W/ (10) 1/4" x 2 1/2" SDS (3285# SPF) <br />9 HDU5-SDS2.5 w/ (14) 1/4" x 2 112" SDS (4065# SPF) <br />* HDU8-SDS2.5 w/ (20) 1/4" x 2 1/2" SDS (5665# SPF) <br />0 HDU1 1-SDS2.5 wt (30) 1/4" x 2 1/2" SDS (6865# SPF) <br />5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" <br />EMBEDMENT w/ WASHER & NUT <br />I x I D <br />A.T.R, MIN. 8" EMBEDMENT w/ WASHER & <br />NUT <br />FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. <br />MIN. 8" EMBEDMENT W/ WASHER & NUT <br />FOR HDU1 1 USE 1 " DIA. x 12" EPDXIED A.T.R. <br />MIN. 8" EMBEDMENT W/ WASHER & NUT <br />HTT HDU TENSION TIE rN <br />SCALE: NTS <br />SIMPSON SP4 <br />�_2X TOP PLATE <br />OVERLAPPING <br />2X8 P.T. BOTTOM PrTE <br />'J.Q"�j n, <br />5/8"xl 0" "J" BOLT @ 24" 0 C MAX <br />C (MIN. (2) PER BOTTOM PLATE) <br />10d NAILS @ 6" <br />STAGGERED <br />J-BOLTS @ 24" O.C. <br />MAX <br />—2X P.T. PLATE <br />ROOFTRUSSABOVE <br />/_ 2X BLOCKING <br />(2) 16d TOE NAILS <br />EA. BLOCKING <br />2X8 WALL ABOVE <br />ENTRY <br />K 0 BLOCK W/(1) <br />#5 CONT. & <br />FILLED <br />@ 2'-0" O.C. <br />C <br />MASONRY WALL <br />SIMPSON C <br />SP4 <br />10d NAILS@ 4" 10d NAILS @ 6" O.C. <br />i A <br />"� STAGGERED <br />STAGGERED <br />10 NSOM FRAMING <br />TRA <br />0 0 <br />N � BEYOND. <br />PLYWOOD FASTENED TO TRUSSES <br />__.,­�WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES SHEATHING <br />10 <br />& 8" O/C FIELD <br />1(9 <br />L <br />SIMPSON SP4 w/ (6) 10d x 1 12" <br />(USE SP6 FOR 2x6 WALL, USE :—PLYWOOD <br />SP8 FOR 2x8 WALL) SHEATHING <br />- SIMPSON SP2 w/ (12) 10d NAILS MASONRY-- <br />* SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 0- 5/8"X10" J-BOLTS @ 24" O.C. <br />I I MAX. (MIN. (2) PER BOTTOM <br />2X8 P.T. BOTTO <br />PLAT I E <br />L5/8"00" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <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 />F 0 <br />0 <br />)=O <br />0 v <br />Cn <br />8 <br />< <br />0 <br />4--J LU <br />M C� <br />0 LU <br />v) <br />V) <br />I'M <br />LU <br />E <br />_C� <br />04 <br />n <br />0 0 C, <br />co <br />I "_ co <br />of — <br />< <br />A 0 <br />8 D. <br />�2 oo <br />Z LU <br />u \ 46 <br />i <br />22 z <br />um UA <br />Uj <br />A z <br />C <br />tFj4L' <br />F CO.... - <br />.... .. ** <br />J�OF \0 <br />SS <br />ell '11111111110 <br />To the best of the Engineers knowledge, information and be�ief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages beading <br />Engineers signature and seal. <br />L E 14 IMAR, <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www1ennal-Tamp com <br />6 <br />uj <br />z< <br />Z 0. <br />Cl'. 0 <br />of <br />0 <br />z <br />'s u, <br />C) <br />Cf) <br />—j <br />z <br />_0 <br />< <br />t..0 <br />Lu <br />0 <br />> <br />C) <br />U <br />U-) <br />ry) <br />Zo <br />0 <br />i; <br />r'j <br />0 <br />Icy- <br />< <br />00 <br />z <br />LU <br />r1j <br />Ln <br />5 <br />2� <br /><W-8 <br />_j <br />2: <br />< <br />U <br />00 <br />4* <br />I'D <br />" <br />< <br />z <br />z <br />0 <br />ca <br />0 <br />z <br />LLJ <br />z <br />uj <br />SCALE AS NOTED <br />DATE 10/2/2018 <br />TECH: MIAMES <br />VERSION N <br />0' 42 <br />SHEET NO. <br />S4 <br />