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! �E <br />I i <br />Y <br />I <br />' <br />Arx <br />pi <br />r i- N h <br />P u <br />,5 <br />I y <br />I <br />1 <br />1 <br />b <br />i'�r,: <br /># Y T <br />l} <br />91 <br />i <br />4� t <br />sY <br />4+ � <br />y <br />R <br />Y LO <br />I <br />1 �1fi Z <br />Cjl <br />$ N <br />r <br />I f � <br />o <br />I J <br />r i <br />Ln <br />w <br />i7141r <br />c <br />1 •� <br />0 <br />11 E <br />+ , v <br />E <br />fT)Kir. _ <br />a+, J <br />' � o <br />:t' U <br />t <br />C-) <br />• <br />I , I J •o <br />ht i 1 <br />r sa>f�� rn <br />i r � <br />I <br />Iv <br />r <br />I1 e� 4 <br />N <br />a <br />otr <br />tk 2, <br />f <br />r t e`Fr 3 <br />1 + S1I <br />11 ` ti4 m <br />(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />VENT OR 2ND FLOOR <br />PLAN <br />1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL <br />(2) 2x HEADER TO SIT <br />2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE <br />STANDARD 3" DIA. TEE 3/4" FURRING STRIPS <br />SEE PLAN FOR HEADER SEE PLAN FOR SIZE <br />THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD <br />CONNECTION <br />SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS <br />2x DEAD WOOD @ MID <br />FOR CLEAN -OUT @ 8" O.C. OR 4d <br />POINT w/ (3)12d <br />-- DRYWALL NAILS <br />TONEAILS SPACED <br />MIN. EXTENSION FROM <br />DOUBLE 2x TOP EVENLY <br />EXTERIOR FACE OF BLOCK <br />PLATE <br />WALL IS 1 1/2" MAXIMUM <br />7 5/81, 8" 7 5/8" 8" <br />7 5/8" 8" <br />SOLID AREAS ARE <br />❑ STEEL AND GROUT <br />FULL 8 1 BL K <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 />EXTENSION FROM EXTERIOR WALL OR�I ^ I ❑ ❑ x8x 6 OC SIMF�SON SP2 w/ (12)10d <br />HEADER FLUSH TO OUTSIDE OPTION WALL U NAIL AT EACH STUD LBLOCKING <br />RUSS BOTTOM CHORD OR 2x4 <br />FACE OF BLOCK WALL IS 21/4" <br />W/ 2-16d TOE NAILS <br />CL DOOR OPENING DOOR OPENING DOOR OPENING � 1/2" EXTERIOR GRADE SHEATHING <br />TO DRAIN EACH END <br />—I / FASTENED TO TRUSSES WITH 8d <br />2x BLOCKING @ EACH END W/ C @ ✓ ❑ ❑ ❑ COMMON WIRE NAILS @ 4" O/C w <br />4 O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6 O/C EDGES & 8 BLOCKING ( ) 0 <br />TO BLOCKING WALL O/C FIELD :r ?C `t <br />(2) 2x HEADER CL <br />WALL CLEAN -OUT A ❑ ❑ ❑ 2x TOP PLATE <br />r G (5 <br />-/ <br />PER PLAN SCALE: N.T.S. S4 ❑ ❑ 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR <br />(2) 2X4 PT STUDS UNDER HIP IV <br />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 <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8)10dx1 1/2" 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. STUD12" <br />WALL HEADER MASONRY LAYOUT D MAIN SPAN 2x P.T. PLATE EQUAL @ STAGGERED <br />O.C. <br />H A ER DETAIL TYPICAL SECTION THRU WINDOWKT�ROOF TRUSS PLaT TOCONCRETEOT. <br />MOISTURE BARRIER SEE A/S3 FOR <br />UPLIFT CONNECTOR REINF. INFO. <br />SCALE: N.T.S. S4 S4 SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) Q <br />AND FILLED W/ GROUT <br />12 SEE TYPICAL WALL SECTION <br />(TYp) SEE ELEV. 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 />SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B <br />NAILS AT EACH STUD AS REQ'D <br />2x BLOCKING @ MID <br />+ POINT EVERY OTHER <br />++ <br />STUD W/ (3)10d NAILS <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" 0/C BOUNDARIES 6" O/C <br />EDGES & 8" O/C FIELD <br />SIMPSON SP1 w/ (10)10d — <br />NAILS AT EACH 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. 90A 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 />GENERALNOTES <br />SLOPE FORWARD <br />FOR DRAINAGE <br />KNOCK -OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 <br />d <br />, <br />11 <br />° °d a <br />g' STD.90°HOOK 8" <br />LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS <br />GREATER THAN 6'-1)" WIDE (U.N.O. ON <br />PLAN) <br />OPENING <br />FILLED CELL W/ (1) #5 VERTICAL <br />SEE FDN. PLAN FOR LOCATION <br />AL <br />NOTES: <br />lO FILL LINTEL AND ALL CELLS ABOVE LINTEL. <br />NOTE: FOR BEAM DEPTH 2211, PROVIDE A 4" x 4" INSPECTION <br />_ _ = PORT <br />@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. <br />2J BLOCKING (TYP.) VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />\....—ROOF TRUSS II SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO ll IN WIDTH DO NOT <br />REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON <br />FLOOR PLAN. <br />MOISTURE BARRIER <br />SCALE: N.T.S. <br />ZSEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />G <br />SCALE: N.T.S. S4 <br />d � <br />1 #5 VERT. IN CONC. FILLED CELL <br />W/STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- <br />VE"DIA.x JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E BEARING WOOD FRAME WALL j <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. SCALE: N.T.S, S4 SCALE: N.T.S. S4 <br />CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />NOT TRANSFER LOAD. <br />WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />a d d THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />a DOOR STOP PSPN516Z w/ (12) 16d NAILS P.L.1.8E Fb=2400 PSI (AS PER PLANS) <br />MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 ° o ° • 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 />GARAGE AB., SPLICE STAGGERED ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) <br />DOOR MNv ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) <br />° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) <br />J-BOLT —Tiff 71 _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) <br />TRACK � • HDU8-SDS2,5 w/ (20)1/4" x 21/2" SDS (5665# SPF) <br />BRACKET G O 10d @ 8" O/C • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) <br />J'IAIC, . ` • • 5/8" DIA. x 12" EPDXIED A.T.R. MIN, 8" <br />Yp EMBEDMENT w/ WASHER & NUT <br />ATTACH ALL 9 • 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 . 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 a • 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 rN <br />SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS S4 <br />F= 2240 LBS <br />SIMPSON SIMPSON SIMPSON r—C) <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 />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 />(1) <br />(2) <br />(1) <br />(2) <br />(1) LSTA30 <br />4' - 9' <br />1 (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 />FF SP4 SP2 I <br />SIMPSON SP4 <br />SP2 <br />SIMPSON SP4 <br />ROOF TRUSS ABOVE <br />2X TOP PLATE <br />OVERLAPPING 2X BLOCKING <br />ZX STUDS @ 24" O.C. <br />0'x10" "J" BOLT <br />NAILED <br />@ 24" O.C. MAX. <br />INTO <br />11 NAILS @ 6" (2) 16d TOE NAILS <br />MIN. (2) PER <br />BOTTOM PLATE <br />TRANSOM FRAMING <br />TRANSOM <br />FRAMING <br />STAGGERED EA. BLOCKING <br />WIDTH OF OPENING VARIES 4" <br />FORM CONCRETE INSET TO <br />FLAT STRAPS PER CHART ABOVE TO BE BENT <br />SECTION <br />2X P•T• <br />PLATE <br />SEE SECTION AA/S1 <br />AND BB/S1 FOR <br />is <br />2X8 WALL ABOVE <br />CREATE A SOLID BASE FOR <br />1/2"X9112" PLYWOOD <br />OVER TOP PLATE ** HOLD DOWN CONNECTIONS <br />ADDITIONAL DETAILS <br />SIMPSON <br />ENTRY <br />BLOCK WALL ABOVE. <br />NOT REQUIRED @ BEARING WALLS NOTED <br />SCRAP MATERIAL— <br />WITHOUT UPLIFT <br />SP1 <br />K.O. BLOCK W/(1) <br />SEE FLOOR PLAN NOTES FOR <br />SIMPSON SP4 <br />PSON SIMPSON- <br />SIMPSON <br />J-BOLTS @ 24" O.C. <br />#5 CONT. & <br />T <br />REQUIRED CONNECTION <br />RECESS <br />4PSON <br />MAX <br />FILLED <br />SF <br />LINTEL <br />5/8"X10' J BOLTS <br />p,�OOGji <br />�N <br />2-ROWS 12d NAILS STAGGERED <br />2X P.T. PLATE <br />@ 2'-0" O.C. <br />FORM CREATES CONCRETE RECESS TO <br />2x4 NOM. RECEIVE GARAGE DOOR AND TO ALLOW <br />( ) <br />@ 12" O/C EACH FACE OR <br />3-ROWS 12d NAILS STAGGERED <br />@ 12" O/C FOR 2"x10" OR <br />� <br />a <br />d 2X8 P.T. BOTTOM P TE <br />MASONRY WALL <br />FOR WATER SHED. <br />2x CRIPPLES @ <br />GREATER HEADER <br />A <br />KEEP STIFFENER BACK FROM SIDES ENOUGH <br />16" O.C, W/ (2)12d <br />B <br />TO ALLOW SPACE FOR FLAT MASONS TOOLS <br />TOENAILS T/B <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. <br />SIMPSON SP4 w/ (6) <br />(2) 2x HEADER SEE PLAN <br />SIMPSON SIMPSON C <br />SIMPSON (MIN. (2) PER BOTTOM PLATE) <br />C <br />(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY <br />10d x 1 1/2" AT EA <br />1 <br />SP4 <br />SP2 <br />MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END <br />STUD (USE SP6 FOR <br />• INTERIOR HEADER: <br />SP4 <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />2x6 WALL, USE SP8 <br />S4 12x SILL PLATE W/ (2) <br />10d NAILS @ 4" <br />MOUNTING <br />IN POSITION <br />POSITIBASE SHOWN ON <br />2x8 WALL ) <br />12d TOENAILS <br />STAGGERED <br />A <br />6" 10d NAILS @ O.C. <br />STAGGERED <br />GARAGE ENTRY FORM DETAIL <br />BOX HEADER . EXTERIOR HEADERS: <br />10d NAILS @ 8" <br />ONLY <br />(1) 2x SILL PLATE W/ (2) <br />TRANSOM FRAMING <br />o ° <br />2x6 MOUNTING BASE <br />SCALE: N.T.S. <br />O/C TYP. <br />12d TOENAILS <br />� <br />BEYOND. <br />01 <br />8x8x16 C.M.U. <br />GARAGE DOOR TRACK MOUNTING BRACKET <br />DOUBLE 2x <br />• OPENING LARGER THAN 4 FT: <br />NAILED INTO <br />TRANSOM <br />PLYWOOD FASTENED TO TRUSSES <br />CRIPPLE STUD <br />(2) 2x SILL PLATE w/ SIMPSON <br />FRAMING <br />WITH 8d COMMON WIRE NAILS @ 4" <br />PLYWOOD <br />TYPICAL (U.N.O.) <br />LS30 w/ (6)10d x 1 1/2" EACH <br />TRANSOM FRAMING <br />O/C BOUNDARIES 6" O/C EDGES <br />o <br />E SHEATHING <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />SIDE <br />SEE SECTION AA/S1 AND <br />8" 0/C FIELD <br />S4 <br />CONNECTION ASSEMBLY <br />BB/S1 FOR ADDITIONAL <br />g <br />GARAGE FLOOR <br />f <br />TRAVEL DIRECTION OF <br />2x STUDS TYP. <br />DETAILS <br />• SIMPSON SP4 w/ (6) 10d x 1 12" <br />GARAGE DOOR <br />SIMPSON <br />(USE SP6 FOR 2x6 WALL, USE <br />PLYWOOD <br />SIMPSON HTT4 TYP. <br />SP1 SIMPSON <br />SP8 FOR 2x8 WALL) <br />SHEATHING <br />U.N.O. SEE N/S4 <br />N�N(> <br />RECESS <br />SIMPSON SP4 <br />SIMPSON SP2 w/ (12) 10d NAILS <br />MASONRY <br />MOUNTING BASE DETAIL <br />** HOLD DOWN <br />/ <br />SP4 <br />• SIMPSON SP1 w/ (10) 10d NAILS <br />WALL BELOW <br />5/8"X10" J-BOLTS @ 24" O.C. <br />CONNECTIONS <br />LINTEL <br />/ <br />MAX. (MIN. (2) PER BOTTOM <br />SCALE: N.T.S. <br />° a <br />NOT REQUIRED @ <br />/ <br />PLATE) <br />d o a d <br />e ° <br />PTBOTPLATE BEARING WALLS NOTED <br />a <br />a <br />a <br />ALTERNATE: <br />POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E <br />.. . <br />WITHOUT UPLIFT <br />da a <br />5/8" DIA. ATR EPDXIED <br />BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED <br />Q <br />2X8 P.T. BOTTOM <br />MIN. 6" INTO BOND BEAM <br />P <br />FOR GARAGE DOOR AND WATER GARAGE FLOOR. <br />SHED FORWARD THIS DRAWING. <br />WALL HEADER DETAIL Q <br />PLATE <br />FRAMING <br />@ 24" O.C. <br />DETAILS AB V R <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />O E ENTRY <br />SCALE: N.T.S. Sq 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. <br />(MIN. (2) PER BOTTOM PLATE) S4 <br />f <br />f <br />G <br />v <br />_M!�2 <br />N O <br />� gN <br />Q V <br />J M <br />d N <br />E3 <br />M <br />cn � <br />0.2 <br />Q <br />U-3 Y <br />.O <br />N - E <br />�ul <br />Ly m <br />r.ir <br />i e <br />imp m <br />o g <br />aMEMV ) W <br />• <br />m <br />�m <br />N N <br />� tsn <br />•nfi r J � � Oa W <br />LU Q ° <br />EAcLL otico <br />V �1�Q A o <br />O w� <br />z y -- EMO. <br />V E rn .. 5 G <br />W -I411 Bf <br />•6 - <br />q�dP <br />at <br />IF <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 />Resrdential 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 />o <br />co <br />JZ <br />W <br />M <br />M <br />n <br />oz <br />LL <br />E <br />Z <br />Z o <br />Z® <br />¢ Q <br />w� <br />z <br />❑d <br />O E <br />N B <br />O Q <br />a z <br />a <br />0 <br />0 Y <br />a z <br />ww <br />i <br />ao <br />W0 <br />(a <br />(n C <br />C:Z� <br />z <br />0y <br />"m <br />m o <br />oLL <br /><w <br />�z <br />8- <br />O <br />O <br />"> 3 <br />0 <br />�w' <br />�- <br />o <br />w <br />w� <br />p <br />}° <br />a <br />co <br />cY <br />A <br />r_ <br />V� � <br />0 <br />2O <br />^L' <br />W <br />Nt <br />■> <br />T <br />CM <br />.-. <br />> <br />O <br />C11— <br />, m <br />^Cco <br />O <br />ate-. � <br />■T� J T <br />T <br />LO <br />C.0 <br />N <br />T <br />r <br />i. <br />T CD <br />CO 04 <br />o <br />M h <br />Z <br />z <br />cc <br />OCID <br />E <br />a <br />U ¢ p <br />JOB <br />NO: 19-5907 <br />SCALE : AS NOTED <br />SHEET NO. <br />S4 <br />nl <br />III. 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