Laserfiche WebLink
�/ <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 <br />FLUSH TO THE OUTSIDE <br />STANDARD 3" DIA. TEE <br />SEE PLAN FOR HEADER <br />SEE PLAN FOR SIZE <br />THREADED 3" DIA. EXTENSION - <br />CONNECTION <br />SCREW OFF CAP (3" DIA.) <br />2x DEAD WOOD @ MID <br />FOR CLEAN -OUT <br />POINT w/ (3)12d <br />MIN. EXTENSION FROM <br />DOUBLE 2x TOP <br />TONEAILS SPACED <br />EXTERIOR FACE OF BLOCK <br />_ <br />EVENLY <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. OR 4d <br />DRYWALL NAILS <br />7 5/8" 8" 7 5/8" 8" <br />7 5/8° 8" <br />SOLID AREAS ARE <br />❑ STEEL AND GROUT <br />FU L 8 8 16 BL CK <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 <br />C. 926 APPLY 3 LAYERS W/ <br />TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS <br />3/8" THICK EACH. 3RD LAYER <br />1/8" THICK OVER WATER <br />RESISTIVE BARRIER <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXLEIOR WALL ❑ L x x 0 SIMPSON SP2 w/ (12) 10d <br />FACE OF BLOCK WAL21/4" ❑ NAILS AT EACH STUD / '`� LY` TRUSS BOTTOM CHORD OR 2x4 <br />CRICKET AS BLOCKING W/ 2-16d TOE NAILS <br />TO DRAIN CL DOOR OPENING DOOR OPENING DOOR OPENING Ct 1/2" EXTERIOR GRADE SHEATHING REQUIRED @ EACH END <br />FASTENED TO TRUSSES WITH 8d <br />2x BLOCKING @ EACH END W/ 10d @ ❑ ❑ COMMON WIRE NAILS @ 4" O/C <br />4" O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) IWj <br />TO BLOCKING WALL ❑ 0/C FIELD ? na <br />(2) 2x HEADER WALL CLEAN -OUT A ❑ ❑ 2x TOP PLATE <br />PER PLAN SCALE: N.T.S. Sq, ❑ ❑ 2X4 PT STUDS @ 16 O.C. <br />(2) 2X4 PT STUDS UNDER HIP V2-16d NAILS @ 24 O.C. OR <br />EQUAL TO TRUSS BOTTOM <br />2x BOTTOM PLATE W/ (1)10d @ 8" 1ST COURSE 2ND COURSE 3RD COURSE 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 COURSE 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 COURSE BELOW. EVERY THIRD (3RD) COURSE 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 ROOF TRUSS <br />(MIN.) <br />MAIN SPAN STAGGERED FROM BOT. <br />TYPI ALSECTION THRU WINDOW MASONRYLAYOUTK"�D� <br />2x P.T. PLATE EQUAL @ 12" O.C. <br />WALL HEADER DETAILrT� C B MOISTURE BARRIER UPLIFTCONNECTOR SEE A/S3 FOR <br />REINF. INFO. PLATE TO CONCRETE <br />SCALE: N.T.S. SL� SLI SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) <br />AND FILLED W/ GROUT <br />12 SEE TYPICAL WALL SECTION <br />(gyp) SEE ELEV. PRE-ENGINEERED WOOD <br />TRUSSES @ 24" 0/C <br />UPLIFT CONNECTOR <br />SCHEDULE KNOCK -OUT — <br />(SEE <br />) BLOCK WI (1) #5 NOTCH LINTEL WHERE REQUIRED <br />DOUBLE 2x4 SPF. 442 FOR CONCRETE PLACEMENT <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 />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) 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 />d <br />n <br />d g <br />d <br />d � <br />o d <br />0 <br />STD.90°HOOK BEAM WI (1) #5 CONT. IN OPENINGS <br />/LINTEL <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 />NOTES: <br />O 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 />TYP. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />BLOCKING <br />(TYP.) PROPERLY. <br />OOF TRUSS O3 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 />MOISTURE BARRIER FLOOR PLAN. <br />SCALE: N.T.S. <br />L—SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />G <br />SCALE: N.T.S. S <br />1 #5 VERT. IN CONC. FILLED CELL <br />W/ STD. 90' HOOK IN K.O. BLOCK TYPICAL INTERIOR NON - <br />VERTICAL 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 96-318"ABOVE GARAGE <br />FLOOR. ALL J-BOLTS WILL BE 1N FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. S,4 SCALE: N.T.S. S4 <br />96 3/8" <br />CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />88" <br />NOT TRANSFER LOAD. <br />WALL <br />PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />P.L. 1.8E Fb=2400 PSI (AS PER PLANS) <br />DOOR STOP <br />PSPN516Z w/ (12)16d NAILS <br />71„E <br />-- <br />--- <br />MOLDING <br />TOP 2 ROWS 10d @ 3" O.C. (14 <br />° <br />• HTT4 w/ (18)10d NAILS (3610# SPF) <br />HTT5 NAILS <br />58" <br />2 x 6 P.T. <br />GARAGE <br />SPLICE NAILS TOTAL) EA. SIDE OF <br />a o° <br />• w/ (26)10d (4670#SPF) <br />w/ 1/4" <br />---- <br />- <br />DOOR <br />4&,, SPLICE STAGGERED <br />' M7N <br />°,°, <br />° ° <br />HD U2-SDS2TT2Z <br />)5 w/ (6)1/4" x 2D1/2" SDS (3075# SPF) <br />• HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (4565# SPF) <br />" <br />J-BOLT <br />i <br />(��N <br />— <br />• HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (5645# SPF) <br />41 <br />-- <br />--- <br />TRACK <br />' <br />• HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (6970# SPF) <br />34" <br />BRACKET <br />(, <br />. 10d @ 8" O/C <br />OAS <br />• HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (9335# SPF) <br />_ <br />T�NC�c <br />• <br />• 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" <br />p <br />EMBEDMENT w/ WASHER & NUT <br />ATTACH ALL <br />9 <br />• FOR DTT2Z USE 1/2" DIA, x 12" EPDXIED A.T.R. <br />10" <br />DOOR TRACK <br />EXTERIOR STUDS <br />MIN. 8" EMBEDMENT w/ WASHER & NUT <br />6 3/4" <br />____ <br />_ <br />W/MOUNTING ANGLE <br />W/ 4))16d TOENAILS <br />TO OP PLATE <br />10• <br />FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. <br />- <br />31/2" <br />— — <br />- <br />MIN. 8" EMBEDMENT w/ WASHER & NUT <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC <br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD 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 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 />JACKS <br />STUDS <br />JACKS <br />STUDS <br />SIZE <br />EA END <br />I 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 />(4) <br />(2) LSTA30 <br />SP4 SP2 <br />SIMPSON SP4 <br />3P2 <br />SIMPSON SP4 <br />n— <br />ROOF TRUSS ABOVE <br />IN <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 />1 TOE NAILS <br />MIN. (2) PER <br />TRANSOM <br />STAGGERED <br />E <br />EA. BLOCKING <br />L <br />BOTTOM PLATE <br />TRANSOM FRAMING <br />FRAMING <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 />cc <br />2X8 WALL ABOVE <br />CREATE A SOLID BASE FOR <br />OVER TOP PLATE ** HOLD DOWN CONNECTIONS <br />ADDITIONAL DETAILS <br />SIMPSON <br />ENTRY <br />1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. <br />NOT REQUIRED @ BEARING WALLS NOTED <br />SCRAP MATERIAL <br />WITHOUT UPLIFT <br />Sp1 <br />K.O. BLOCK W/(1) <br />I/ <br />a <br />SEE FLOOR PLAN NOTES FOR <br />SIMPSON SP4 <br />SIMPSON SIMPSONH <br />-BOLTS @ 24" O.C. <br />#5 CONT. & <br />r- w <br />T <br />REQUIRED CONNECTION <br />RECESS <br />SP4 SP4 <br />MAX <br />FILLED <br />o <br />Sic A/�QOIy <br />LINTEL <br />5/8"X10" J-BOLTS <br />2-ROWS 12d NAILS STAGGERED <br />2X P.T. PLATE <br />@ 2'-0" O.G. <br />� <br />@ 12" 0/C EACH FACE OR <br />FORM CREATES CONCRETE RECESS TO <br />2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW <br />3-ROWS 12d NAILS STAGGERED <br />@ 12" O/C FOR 2"x10" OR <br />2X8 P.T. BOTTOM P TE <br />MASONRY WALL <br />C <br />FOR WATER SHED. <br />2x CRIPPLES @ <br />GREATER HEADER <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 <br />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 (1) 2x SILL PLATE W/ (2) <br />10d NAILS 4" <br />MOUNTING BASE SHOWN <br />IN POSITION <br />FOR 2x8 WALL) <br />12d TOENAILS <br />STAGGERED <br />A <br />10d NAILS @ 6" O.C. <br />GARAGE ENTRY FORM DETAIL <br />BOX HEADER • EXTERIOR HEADERS: <br />STAGGERED <br />10d NAILS 8" <br />@ <br />ONLY <br />(1) 2x SILL PLATE W/ (2) <br />TRANSOM FRAMING <br />° ° <br />2x6 MOUNTING BASE <br />SCALE: N.T.S. <br />O/C TYP. <br />12d TOENAILS <br />BEYOND. <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 />� <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 />° <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 />GARAGE FLOOR <br />TRAVEL DIRECTION OF <br />2x STUDS TYP. <br />DETAILS <br />. SIMPSON SP4 w/ (6) 10d x 1 12" <br />..::. <br />GARAGE DOOR <br />SIMPSON <br />(USE SP6 FOR 2x6 WALL, USE <br />PLYWOOD <br />00 SIMPSON HTT4 TYP. <br />Opp 0,9 U.N.O. SEE N/S4 <br />SP1 SIMPSON <br />SP8 FOR 2x8 WALL) <br />SHEATHING <br />RECESS <br />SIMPSON SP4 <br />• SIMPSON SP2 w/ (12) 10d NAILS <br />MASONRY <br />MOUNTING BASE DETAIL <br />= <br />HOLD DOWN <br />LINTEL <br />SP4 <br />• SIMPSON SP1 w/ (10) 10d NAILS <br />WALL BELOW <br />5/8"X10" J-BOLTS @ 24" O.C. <br />�" <br />CONNECTIONS <br />MAX. (MIN. (2) PER BOTTOM <br />SCALE: N.T.S. <br />• a <br />NOT REQUIRED @ <br />PLATE) <br />d a a <br />8 <br />P.T. BOT. PLATE BEARING WALLS NOTED <br />ALTERNATE: <br />POURED CONCRETE BASE FOR BOTTOM OF MOUNTING 6 E <br />WITHOUT UPLIFT <br />5/8" DIA. ATR EPDXIED <br />BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED <br />27,8 P.T. BOTTOM <br />MIN. 6" INTO BOND BEAM <br />rp_�� <br />FOR GARAGE DOOR AND WATER GARAGE FLOOR. <br />SHED FORWARD THIS DRAWING. <br />WALL HEADER DETAIL Q <br />D 1 <br />PLATE <br />@ 24" O.C. <br />FRAM NG DETAILS B T R <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />I A OVE EN RY <br />SCALE: N.T.S. S4 5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. <br />(MIN. (2) PER BOTTOM PLATE) S4 <br />m O <br />CD <br />-1 i <br />_ :3 <br />�+ cf, <br />C� <br />v L <br />~°' <br />f i_ 0f <br />�fF/f{�31`t1121�k�' <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 2020 Florida Building Code - <br />Residential 7th 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 />W E <br />t� y �c _ m <br />� 2S2S � LL <br />N M V <br />L� W <br />S <br />,n J u 55 a <br />l6 C d <br />_ v <br />13 <br />Wi��O'a' m w <br />Z co 0 <br />U) N Z Q— <br />LL <br />Z N OU U <br />W ❑❑ <br />0 CCR <br />z pNp (h <br />z (p <br />N <br />z o� <br />J <br />d � <br />N z M <br />LL <br />1 , <br />C' <br />U <br />0 w $ <br />�N <br />� <br />wU 8 <br />2 I <br />� <br />as <br />¢ <br />4I, <br />C:,w <br />M <br />¢ <br />z <br />M <br />rJ <br />zo 2F <br />20 <br />< <br />YL <br />a OE <br />E U <br />o, <br />10, <br />oa <br />Ic6 � <br />x� <br />0� <br />Z <br />�( <br />C:)� <br />i <br />�_�_ <br />O <br />a <br />w� <br />Cr <br />¢ <br />Z o <br />g <br />mO <br />zLL <br />z <br />aCi <br />J <br />`� <br /><' w <br />Z <br />� <br />opw <br />Z <br />a° <br />W <br />L1 3 <br />wLL <br />ao <br />viw <br />o <br />�� <br />w <br />�— <br />6z F <br />Ea <br />C:)?IF <br />CO <br />o¢ <br />O — <br />Z Q <br />V <br />0 <br />° T <br />ai <br />rn <br />O <br />1 <br />� <br />c6 <br />M <br />_ <br />c <br />T <br />O <br />LC'> <br />ca <br />O <br />0 <br />M N <br />LO <br />O N <br />O <br />C <br />CD <br />I CV <br />CO <br />Cn <br />Q co cfl <br />U') <br />N <br />E <br />w <br />C) <br />O <br />Z <br />Z <br />�; <br />E 4D <br />cc <br />M <br />a <br />E <br />U _ Q co <br />p <br />0 <br />JOB <br />NO: 22-06595-06588 <br />SCALE : AS NOTED <br />SHEET NO. <br />S4 <br />clR�` <br />