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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 />SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - <br />CONNECTION SCREW OFF CAP (3" DIA ) <br />DOUBLE 2x TOP <br />PLATE <br />I <br />.� <br />2x DEAD WOOD @ MID FOR CLEAN -OUT <br />POINT w/ (3)12d MIN. EXTENSION FROM <br />TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK <br />" <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.OR4d <br />DRYWALL NAILS <br />WALL IS 1 1/2 MAXIMUM INTERIOR <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL <br />FACE OF BLOCK WALL IS 21/4" <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 1 <br />SCALE: N.T.S. S4 <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 />STUD W/ (3)10d NAILS <br />CRICKET AS REQUIRED ---� <br />SINGLE 2x CONT. BASE <br />PLATE W/ (2)16d TO <br />TRUSS BELOW <br />112" EXTERIOR GRADE SHEATHING <br />FASTENED TO TRUSSES WITH 8d COMMON <br />WIRE NAILS @ 4" O/C BOUNDARIES 6" OIC <br />EDGES & 8" O/C FIELD <br />SIMPSON SP1 w/ 00)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 />GENERAL NOTES <br />SLOPE FORWARD <br />FOR DRAINAGE <br />BLOCKING (TYP.) <br />SCALE: N.T.S. <br />ZSEE 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 />DRAIN <br />ell— EXTERIOR <br />0TO <br />WALL CLEAN -OUT A WALL <br />SCALE: N.T.S. S4, <br />1 ST COARSE 2ND COARSE 3RD COARSE <br />REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE <br />SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE <br />MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D <br />S4 SCALE: N.T.S. S4 <br />7 5/8" 8" 7 5/8" 8" 7 5/8" 8" <br />KNOCK OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 <br />• •a 0IIII� <br />- <br />, . , . - • • • <br />_'II <br />i! <br />�!IIII <br />lii��■ <br />��lII <br />��IIlI <br />■III <br />ICI■ <br />�IIII <br />IIlI� <br />■■I�� <br />III�■ <br />mIIII <br />IIII� <br />NOTES: <br />1O 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 />Q3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />® OPENINGS LESS THAN OR EQUAL TO 6'-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 />G <br />S4 <br />WIDTH OF OPENING VARIES 4" <br />FORM CONCRETE INSET TO <br />1l2"X91/2" PLYWOOD CREATE A SOLID BASE FOR <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />MOUNTING BASE SHOWN <br />IN POSITION <br />ac6 MOUNTING BASE <br />J <br />" <br />r O <br />FORM CREATES CONCRETE RECESS TO <br />2(4 (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 />�8x8x16 C.M.U. GARAGE DOOR <br />GARAGE DOOR ROLLER _ <br />CONNECTION ASSEMBLY <br />GARAGE FLOOR <br />f' TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />TRACK MOUNTING BRACKET <br />\ \GARAGE DOOR TRACK <br />° e , <br />POURED CONCRETE BASE FOR BOTTOM OF MOUNTING <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 />SFA b <br />4.�V <br />2x CRIPPLES @ -� <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />SIMPSON SP4 w/ (6) <br />10d x 1 1 /2" AT EA <br />STUD (USE SP6 FOR <br />2x6 WALL, USE SP8 <br />FOR 2x8 WALL) <br />10d NAILS @ 8" —i <br />O/C TYP. <br />DOUBLE 2x <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING -Gt <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 />FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. <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 <br />° <br />° a DOOR STOP <br />° ° MOLDING <br />2 x 6 P.T. —� GARAGE <br />J-BOLT <br />TRACK <br />BRACKET <br />DOOR TRACK ' <br />W/MOUNTING ANGLE <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />TYPICAL GARAGE DOOR BUCK K <br />SCALE: N.T.S. S4 <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 />1 (3) <br />1 (2) <br />1 (2) 1 <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 />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 />INTERIOR HEADER: <br />S4 <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />BOX HEADER <br />• EXTERIOR HEADERS: <br />ONLY <br />(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)10d x 1 1/2" EACH <br />SIDE <br />' <br />2x STUDS TYP. <br />OpFR <br />SIMPSON HTT4 TYP. <br />U.N.O. SEE N/S4 <br />HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />P.T. BOT. PLATE BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL rQ_,lllll`lllllllllllllllllll� <br />SCALE: N.T.S. SL� <br />SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24" O.C. <br />5/8"x10"'l BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />SECTION <br />SP4 <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />LINTEL <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'l 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 />SIMftSON SP2 w/ (12)10d <br />NAIL AT EACH STUD <br />TRUSS BOTTOM CHORD OR 2x4 <br />BLOCKING W/ 2-16d TOE NAILS <br />1/2" EXTERIOR GRADE SHEATHING <br />@ EACH END <br />FASTENED TO TRUSSES WITH 8d <br />COMMON WIRE NAILS @ 4" O/C <br />BOUNDARIES 6" O/C EDGES & 8" <br />BLOCKING ) <br />w <br />T7 <br />0/C FIELD <br />v z a <br />co <br />2x TOP PLATE r <br />2X4 PT STUDS @ 16" O.C. <br />2-16d NAILS @ 24" O.C. OR <br />(2) 2X4 PT STUDS UNDER HIP <br />EQUAL TO TRUSS BOTTOM <br />CARRIER/GIRDER TRUSS <br />= _ = <br />CHORD OR BLOCKING <br />SIMPSON HETA20 w/ (8)10dx1 1/2" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />2x STUD @ 24" <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />O.C. MAX. <br />PROVIDE P.A.F. NAILS OR <br />IN KO BLOCK AT EA. STUD <br />MAIN SPAN <br />2x P.T. PLATE EQUAL @ 12" O.C. <br />MOISTURE BARRIER <br />ROOF TRUSS <br />STAGGERED FROM BOT. <br />SEE AIS3 FOR <br />UPLIFT CONNECTOR <br />PLATE TO CONCRETE <br />REINF. INFO. <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />(SEE SCHEDULE) <br />AND FILLED W/ GROUT <br />1 #5 VERT. IN CONC. FILLED CELL) <br />W/ STD. 900 HOOK IN K.O. BLOCKMpl_ <br />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <br />SCALE: N.T.S. <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 2 ROWS 10d @ 3" O.C. (14 <br />SPLICE -7 NAILS TOTAL) EA. SIDE OF <br />48•4N ICE STAGGERED <br />ATTACH ALL J <br />EXTERIOR STUDS <br />W/ Yb16d TOENAILS <br />TO P PLATE <br />NOTE: <br />PLATE LENGTHS MUST BE BOTTOM SPLIC <br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD <br />TOP PLATE SPLICE DETAIL M <br />SCALE: N.T.S. S4 <br />F= 2240 LBS <br />SIMPSON C <br />SIMPSON SP4 3P2 <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL <br />SCALE: N.T.S. S4 <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />P.L.1.8E Iiii 0 PSI (AS PER PLANS) <br />° e ° • <br />HTT4 w/ (18)10d NAILS (3610# SPF) <br />° e • <br />HTT5 w/ (26)10d NAILS (4670# SPF) <br />° • • <br />DTT2Z w/ (8)1/4" x 11/2"SDS (1835# SPF) <br />0000 <br />o • • <br />HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) <br />° ° • <br />HDU4-SDS2.5 w/ (10)1/4" x 2 l/2" SDS (3285# SPF) <br />_ • <br />HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) <br />• <br />HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) <br />• <br />HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) <br />• 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" <br />EMBEDMENT w/ WASHER & NUT <br />C <br />• FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED <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 HDU11 USE V DIA. x 12" EPDXIED A.T.R. <br />" <br />MIN. 8" EMBEDMENT w/ WASHER & NUT <br />HTT / HDU TENSION TIE N <br />SCALE: NTS c+ <br />SIMPSON SP4 <br />�2X <br />TOP PLATE <br />OVERLAPPING <br />ROOF TRUSS ABOVE <br />i 2X BLOCKING <br />INTO <br />----(2) 16d TOE NAILS <br />TRANSOM <br />10d NAILS @ 6" <br />EA. BLOCKING <br />TRANSOM FRAMING <br />FRAMING <br />STAGGERED <br />2X P.T. <br />SEE SECTION AA/S1 <br />PLATE <br />AND BB/S1 FOR <br />io <br />2X8 WALL ABOVE <br />- <br />ADDITIONAL DETAILS <br />SIMPSON <br />ENTRY <br />SP1 <br />• <br />K.O. BLOCK W/(1) <br />SIMPSON <br />SIMPSON <br />-BOLTS @ 24" O.C. <br />#5 CONT. & <br />RECESS <br />SP4 <br />SP4 <br />M' <br />FILLED <br />LINTEL <br />5/8"X10" J-BOLTS <br />: <br />P.T. <br />'0" O.C. <br />° <br />a <br />MASONRY WALL <br />P.T. BOTTOM P TE <br />G' <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. <br />SIMPSON <br />SIMPSON C <br />(MIN. (2) PER BOTTOM PLATE) <br />SP4 <br />SP2 <br />SIMPSON <br />C <br />SP4 <br />10d NAILS @ 4" <br />STAGGERED <br />A <br />10d NAILS @ 6" O.C. <br />STAGGERED <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP1 SIMPSON <br />/' SIMPSON SP4 <br />SP4 <br />TRANSOM FRAMING <br />0 o BEYOND. <br />-PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES o E SHEATHING <br />& 8" O/C FIELD <br />S4 o B <br />• SIMPSON SP4 w/ (6) 10d x 1 12" <br />(USE SP6 FOR 2x6 WALL, USE PLYWOOD <br />SP8 FOR 2x8 WALL) oSHEATHING <br />• SIMPSON SP2 w/ (12) 10d NAILS MASONRY <br />• SIMPSON SP1 w/ (10)10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. <br />o <br />MAX. (MIN. (2) PER BOTTOM <br />° ° <br />2X8 P.T. BOTTOM <br />PLATE <br />D <br />5/8"xl0" "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. ­'l <br />FRAMING DETAILS ABOVE ENTRY rR <br />SCALE: N.T.S. S4 <br />�IX\0%IIII1I <br />ell/� <br />N 'i <br />4i <br />E <br />6-•- <br />4 Q <br />r <br />nil <br />d <br />•• F L <br />,,, '?OFESS`o'!l <br />l <br />�r'�e�et►t I1tt,��r���� <br />To the best of the Engineers knowledge, Information and belief, <br />the stneamrsl plans and spedfications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential fith Edition. Engineers signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />N <br />_� i6 <br />cm <br />L4a <br />801 J J <br />Mfc-1 # LL IL <br />t�7/ <br />M <br />LL LL ,a a <br />LL <br />N' w - <br />o <br />W <br />W <br />mm°o <br />2 oi <br />gEci JQ0� <br />L0 <br />Z <br />NINC 9S5 <br />M Z <br />Z <br />V ❑❑❑❑ <br />W <br />0 2F <br />z <br />z g <br />IVIV <br />0 z <br />cl <br />•U <br />o <br />Or_r_r <br />Ln <br />�Ln <br />cIk <br />o <br />UI <br />_ <br />• <br />-p <br />c <br />� <br />M <br />M <br />w� <br />W <br />rJi E <br />`ES <br />a <br />ZR <br />Q <br />o_ <br />z <br />O E <br />pp <br />N `g <br />oz <br />�o <br />a <br />n= <br />m� <br />��gW <br />z�� <br />8 <br />W�3 <br />h <br />q <br />QQo+ <br />�o <br />v <br />pp� <br />2IQ <br />U <br />J <br />�N <br />o� <br />m <br />„L <br />W <br />">� <br />Cc <br />CN <br />Q <br />-6 <br />rn <br />a. <br />m <br />^c <br />r <br />d" <br />"'� <br />Z 04 <br />T <br />T <br />Lao) <br />^ <br />T <br />Ey <br />� <br />"' N <br />° <br />Z <br />m <br />E O <br />N <br />w <br />` <br />m <br />a <br />v <br />a o <br />JOB <br />NO: <br />20-0560 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S4 <br />