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11— — — — — — — .1 <br />�(\TYp) SEE ELEV. <br />(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />1/2" MINIMUM CEMENT FINISH <br />(2) 2x HEADER TO SIT <br />2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE <br />VENT OR 2ND FLOOR <br />TYPICAL C.M.U. WALL <br />3/4" FURRING STRIPS <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 />SEE PLAN FOR HEADER <br />CONNECTIONA <br />SEE PLAN FOR SIZE <br />THREADED 3" DIA. EXTENSION <br />1/2" GYPSUM BOARD <br />7 5/8" 8" 7 5/81, 8" <br />7 5/81, 8" <br />926 APPLY 3 LAYERS W/TOTAL <br />SCREW OFF CAP (3" DIA.) <br />W/ DRYWALL SCREWS <br />2x DEAD WOOD @ MID <br />FOR CLEAN -OUT <br />@ 8" O.C. OR 4d <br />DRYWALL NAILSJEI� <br />❑ <br />THICKNESS 7/8" OVER METAL <br />LATH. FIRST 2 LAYERS 3/8 THICK <br />❑ <br />t�_LEXTERIOR <br />POINT w/ (3) 12d <br />MIN. EXTENSION FROM <br />- SOLID AREAS ARE <br />SOLID AREAS ARE <br />�� <br />EACH. 3RD LAYER 1/8" THICK. <br />DOUBLE 2x TOP <br />TONEAILS SPACED <br />FACE OF BLOCK <br />❑ <br />STEEL AND GROUT <br />❑ <br />❑ <br />STEEL AND GROUT <br />CRICKET AS REQUIRED <br />PLATE EVENLY WALL IS 1 1/2" MAXIMUM <br />EXTENSION FROM EXTERIOR INTERIOR ❑ ❑ ❑ FULL 8x8x16 BLOCK SIM SON SP2 w/ (12) 10d <br />NAIL ---- <br />HEADER FLUSH TO OUTSIDE OPTION WALL AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 <br />FACE OF BLOCK WALL IS 21/4" BLOCKING W/ 2-16d TOE NAILS <br />CL TO DRAIN DOOR OPENING DOOR OPENING DOOR OPENING � 1/2" EXTERIOR GRADE SHEATHING @ EACH END <br />FASTENED TO TRUSSES WITH 8d <br />2x BLOCKING @EACH END W/ 10d @ 41F <br />❑ ❑ . ❑ COMMON WIRE NAILS @ 4" O/C <br />4" O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) c"'i <br />TO BLOCKING WALL O/C FIELD �r ? a <br />(2) 2x HEADER WALL CLEAN -OUT rA ❑ ❑ ❑ 2x TOP PLATE <br />cn <br />PER PLAN SCALE: N.T.S. S4 ❑ ❑ 2X4 PT STUDS @ 16" O.C. V2-16d NAILS @ 24" O.C. OR <br />(2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM <br />2x BOTTOM PLATE W/ (1)10d @ 8" 1ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS _ _ _ CHORD OR BLOCKING <br />VARIES O.C. TO EACH HEADER FACE SIMPSON HETA20 w/ (8) 10dx1 1/2" <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE 2x STUD @ 24" <br />REFER TO WINDOW PRODUCT APPROVAL NAILS AT EA. TRUSS VERTICAL WEB <br />SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11"DOOR JAMB WALL IS TO BE (24" O.C. MAX) w/ MIN, 4" EMBEDMENT O.C. MAX. <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. PROVIDE P.A.F. NAILS OR <br />2 x 6 (MIN.) FRAME MANUFACTURER. IN KO BLOCK AT EA. STUD <br />MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. <br />WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW MASONRY LAYOUT rD MOISTURE BARRIER ROOF TRUSS STAGGERED FROM BOT. <br />B UPLIFT CONNECTOR SEE A/S3 FOR PLATE TO CONCRETE <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) <br />REINF. INFO. <br />SCALE: N.T.S. S4 S4 SCALE: N.T.S. 54 a <br />AND FILLED W/ GROUT d <br />SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED CELL <br />W/ STD. 90° HOOK IN K.O. BLOCK TYPICAL INTERIOR NOW <br />WOOD <br />TRUSSES @ 24" O/C VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL KE BEARING WOOD FRAME WALL j <br />UPLIFT CONNECTOR 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8"ABOVE GARAGE <br />KNOCK -OUT <br />(SEE SCHEDULE) BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. SCALE: N.T.S. <br />DOUBLE 2x4 SPF 12 FOR CONCRETE PLACEMENT 96 3/8„ CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) S4 S4 <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 />SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B <br />NAILS AT EACH STUD JLJ AS REQ'D <br />2x BLOCKING @ MID <br />POINT EVERY OTHER <br />++ + + STUD W/ (3)10d NAILS <br />CRICKET AS REQUIRED <br />I I <br />i <br />SINGLE 2x CONT. BASE <br />PLATE W/ (2)16d TO <br />TRUSS BELOW <br />Cn 1/2" EXTERIOR GRADE SHEATHING —� <br />FASTENED TO TRUSSES WITH 8d COMMON <br />WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C <br />c <br />EDGES & 8" O/C FIELD <br />SIMPSON SP1 w/ (10)10d <br />NAILS AT EACH STUD <br />0 <br />N 2x P.T. PLATE <br />-4-1 5/8" x 10" "J" BOLT @ 24" O/C MAX <br />LO 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. 90A HOOK IN K.O. BLOCK Ir <br />KNEE WALL ABOVE MASONRY WALL DETAIL <br />d <br />a <br />° <br />d <br />8 STD. 90 HOOK 8" <br />LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS <br />GREATER THAN 6'-0" WIDE (U.N.O. ON <br />PLAN)LE <br />OPENING <br />FILLED CELL W/ (1) #5 VERTICAL <br />SEE FDN. PLAN FOR LOCATION <br />NOTES: <br />1❑ 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.) PROPERLY. <br />ROOF TRUSS ❑3 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 />SCALE: N.T.S. <br />M <br />0 <br />I <br />00 <br />N <br />a <br />MOUNTING BASE NOT SHOWN <br />�, <br />FOR CLARITY SEE DETAIL <br />E <br />K/S4 <br />= <br />SEAT FOR BLOCK IS POURED, <br />IN PLACE CONCRETE <br />co <br />GARAGE FLOOR SLAB <br />TROWEL FINISH SEE <br />GENERALNOTES <br />v <br />SLOPE FORWARD\ <br />o FOR DRAINAGE <br />00 <br />o 1 11 SEE PLAN FOR FOOTING <br />DIMENSIONS <br />r` IGARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />w <br />G <br />SCALE: N.T.S. S4 <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />88" - NOT TRANSFER LOAD. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />a WALL 2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />a o THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON P.L. 1.8E Fb=2400 PSI (AS PER PLANS) <br />71 ° a ° a DOOR17 STOP PSPN516Z w/ (12) 16d NAILS <br />MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 ° • HTT4 w/ (18)10d NAILS (3610# SPF) <br />2 x 6 P.T. SPLICE NAILS TOTAL) EA. SIDE OF • HTT5 w/ (26)10d NAILS (4670# SPF) <br />58" GARAGE A „SPLICE STAGGERED a ° DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) <br />DOOR . ' 8 M ° ° ° • HDU2-SDS2 5 wl (611/4" x 21/2" SDS 12215# SPF) <br />WIDTH OF OPENING VARIES 4" <br />FORM CONCRETE INSET TO <br />CREATE A SOLID BASE FOR <br />1/2"X91/2" PLYWOOD <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />J <br />J <br />T <br />> <br />SFF �N�o <br />N <br />FORM CREATES CONCRETE RECESS TO <br />2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW <br />FOR WATER SHED. <br />2x CRIPPLES @ <br />KEEP STIFFENER BACK FROM SIDES ENOUGH <br />16" O.C. W/ (2) 12d <br />TO ALLOW SPACE FOR FLAT MASONS TOOLS <br />TOENAILS T/B <br />SIMPSON SP4 w/ (6) <br />(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY <br />10d x 1 1/2" AT EA <br />MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END <br />STUD (USE SP6 FOR <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />2x6 WALL, USE SP8 <br />MOUNTING BASE SHOWN <br />IN POSITION <br />FOR 2x8 WALL ) <br />GARAGE ENTRY FORM DETAIL <br />10d NAILS @ 8" <br />2x6 MOUNTING BASE <br />SCALE: N.T.S. <br />O/C TYP. <br />8x8x16 C.M.U. <br />GARAGE DOOR TRACK MOUNTING BRACKET <br />DOUBLE 2x <br />11118 <br />7, <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />GARAGE DOOR ROLLER <br />GARAGE DOOR TRACK <br />CONNECTION ASSEMBLY <br />GARAGE FLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. d a <br />e OF G B/ <br />POURED CONCRETE BASE FOR BOTTOM MOUNTIN <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 />• �� ° °° HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) <br />J-BOLT % (M _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) <br />TRACK �NJ • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) <br />BRACKET G 0 10d @ 8" O/C HDU11-SDS2.5 w/ (30)1/4" x 21/2" SIDS (6865# SPF) <br />ST <br />�NC�c • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" <br />p EMBEDMENT w/ WASHER & NUT <br />ATTACH ALL o • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED <br />DOOR TRACK EXTERIOR STUDS A.T.R. MIN. 8" EMBEDMENT w/ WASHER & <br />W/MOUNTING ANGLE W/ 4�16d TOENAILS NUT <br />TO I P PLATE <br />• FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: MIN. 8" EMBEDMENT w/ WASHER & NUT <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC <br />OVER STUD • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. <br />AT LEAST 4'-0" LONG. TYPICAL MIN. 8" EMBEDMENT w/ WASHER & NUT <br />TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M HTT / HDU TENSION TIE N <br />SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS S4 <br />F= 2240 LBS <br />SIMPSON SIMPSON SIMPSON rc—) <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 />SIMPSON <br />1'- 4' <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) LSTA30 <br />4'- 9' <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9'-16' <br />(3) <br />(4) <br />(2) <br />1 (4) <br />(2) LSTA30 <br />SP4 SP2 <br />SIMPSON SP4 <br />SP2 <br />IT <br />SIMPSON SP4 <br />ROOF TRUSS ABOVE <br />2X TOP PLATE <br />OVERLAPPING <br />2X BLOCKING <br />2X STUDS @ 24" O.C. <br />NAILED <br />/8"x10" "J" BOLT <br />@ 24" O.C. MAX. <br />INTO <br />10d NAILS @ 6" <br />TOE NAILS <br />1A. <br />MIN. (2) PER <br />BOTTOM PLATE <br />2XPT <br />TRANSOM FRAMING <br />TRANSOM <br />FRAMING <br />STAGGERED <br />E <br />EBLOCKING <br />FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION SEE SECTION AA/S1 <br />OVER TOP PLATE ** HOLD DOWN CONNECTIONS PLATE AND BB/S1 FOR io 2X8 WALL ABOVE <br />NOT REQUIRED @ BEARING WALLS NOTED ADDITIONAL DETAILS SIMPSON ENTRY <br />WITHOUT UPLIFT SP1 K.O. BLOCK W/(1) <br />SEE FLOOR PLAN NOTES FOR SIMPSON SP4 SIMPSON SIMPSON J-BOLTS @ 24" O.C. #5 CONT. & REQUIRED CONNECTION RECESS <br />SP4 SP4 MAX FILLED <br />LINTEL 5/8"X10" J-BOLTS <br />2-ROWS 12d NAILS STAGGERED 2X P.T. PLATE @ 2'-0" O.C. <br />@ 12" O/C EACH FACE OR <br />3-ROWS 12d NAILS STAGGERED MASONRY WALL <br />@ 12" O/C FOR 2"x10" OR q a 2X8 P.T. BOTTOM P TE <br />GREATER HEADER /'1 <br />5/8"x10" "J" BOLT @ 24" O,C. MAX. <br />SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) <br />(2) 2x HEADER SEE PLAN SP4 SP2 SIMPSON C <br />1 <br />• INTERIOR HEADER: SP4 <br />S4 (1) 2x SILL PLATE W/ (2) 10d NAILS @ 4" 10d NAILS @ 6" O.C. <br />12d TOENAILS STAGGERED A STAGGERED <br />BOX HEADER • EXTERIOR HEADERS: TRANSOM FRAMING <br />ONLY (1) 2x SILL PLATE W/ (2) o 0 <br />BEYOND. <br />12d TOENAILS <br />NAILED INTO <br />• OPENING LARGER THAN 4 FT: TRANSOM PLYWOOD FASTENED TO TRUSSES <br />(2) 2x SILL PLATE w/ SIMPSON FRAMING WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD <br />LS30 w/ (6)10d x 1 1/2" EACH TRANSOM FRAMING O/C BOUNDARIES 6" O/C EDGES c E SHEATHING <br />SIDE & 8" O/C FIELD <br />SEE SECTION AA/S1 AND S4 <br />BB/S1 FOR ADDITIONAL B <br />2x STUDS TYP. DETAILS • SIMPSON SP4 w/ (6) 10d x 1 12" <br />SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD <br />OD SIMPSON HTT4 TYP. SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING <br />OO�c OR U.N.O. SEE N/S4 SP4 • SIMPSON SP2 w/ (12) 10d NAILS MASONRY <br />HOLD DOWN RECESS SIMPSON • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. <br />CONNECTIONS LINTEL SP4 MAX. (MIN. (2) PER BOTTOM <br />NOT REQUIRED @ PLATE) <br />P.T. BOT. PLATE BEARING WALLS NOTED a d ALTERNATE: <br />WITHOUT UPLIFT d 518" DIA. ATR EPDXIED <br />2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM <br />PLATE @ 24" O.C. <br />WALL HEADER DETAIL Q FRAMING DETAILS ABOVE ENTRY R <br />SCALE: N.T.S. S4 5/8"x10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />SCALE: N.T.S. <br />C9 �_ <br />Z co <br />a <br />zN <br />z� <br />cn U <br />4- J W <br />� p <br />• O LU <br />T <br />o <br />U <br />o� <br />m <br />Lu <br />N M <br />m M <br />m v Cl) <br />6 <br />O o0 <br />U <br />o <br />I-Lj_00 <br />CU <br />¢ 1) <br />in flo <br />Lo <br />rn Q o <br />B D. <br />h _ <br />N `O <br />v M U, N <br />V rn <br />5� <br />z <br />o z 'z <br />U)z W ooN <br />�N., <br />im !-Cc <br />W <br />in W LL <br />ZLL¢'o <br />1 S40 <br />y�% `s <br />z <br />M% Q <br />W a N¢ll <br />������ o �r O <br />1101to- <br />com <br />$'. OF Q o <br />0 F E S S t O" <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />L AR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www. Lenna rTam pa xom <br />oz <br />z a <br />f <br />pF,, <br />W Q C W <br />oo�� <br />�gZz <br />W <br />K W � JoD <br />A <br />O�cvo <br />U W N <br />m o <br />z <br />L <br />rL <br />z <br />T U <br />N <br />z <br />z <br />O <br />J < <br />_ <br />Ch <br />� <br />_J <br />O 9 z <br />o0 <br />O <br />H <br />� <br />r <br />LU <br />W JC <br />UOd'�d <br />aO <br />� <br />cV <br />Q <br />z za <br /><� <br />o � <br />Z< <br />Z <br />Woo <br />a0,! j <br />LU <br />.J <br />L0 <br />T--4 <br />W <br />6J <br />2: <br />� lW=5 <br />¢ z o <br />§U <br />S <br />g�8 <br />,I- <br />z <br />z <br />9,0 <br />O <br />m <br />z <br />�{ <br />= <br />a z <br />� <br />_--1 <br />t1 <br />U0 <br />o <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: MJAM ES <br />VERSION NO. 4w0 <br />SHEET NO. <br />S4 <br />_ _... — - -_ - 1 11 1 IN 11 I! II h I., IP IIAI, I I�i ,_�. ,I,.1 ti, fit.. ,­.1 .,.. I. I I I I I i I I I I I I I ; I I I I I , <br />