Laserfiche WebLink
12 <br />\� 7yp) 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 9///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 />1. <br />SEE PLAN FOR HEADER <br />CONNECTION <br />SEE PLAN FOR SIZE <br />THREADED 3" DIA. EXTENSION <br />1/2" GYPSUM BOARD <br />7 5/8" 8" 7 5/8" 8" 7 5/8" 8" <br />7/8 STUCCO FINISH PER ASTM C. <br />926 APPLY 3 LAYERS W! TOTAL <br />SCREW OFF CAP (3" DIA.) <br />W/ DRYWALL SCREWS <br />2x DEAD WOOD MID <br />@ <br />FOR CLEAN -OUT <br />@ 8" O.C. OR 4d <br />DRYWALL NAILS <br />❑ <br />THICKNESS 7/8" OVER METAL <br />LATH. FIRST 2 LAYERS 3/8" THICK <br />POINT w/ (3) 12d <br />MIN. EXTENSION FROM <br />SOLID AREAS ARE <br />SOLID AREAS ARE <br />EACH. 3RD LAYER 1/8" THICK. <br />DOUBLE 2x TOP <br />TONEAILS SPACED <br />rl/rUl „ <br />EXTERIOR FACE OF BLOCK <br />❑ <br />STEEL AND GROUT <br />❑ <br />❑ <br />STEEL AND GROUT <br />-_--CRICKET AS REQUIRED / <br />PLATE WALL IS 1 1/2" MAXIMUM INTERIOR u u FULL 8x8x16 BLOCK <br />EXTENSION FROM EXTERIOR ❑ ❑ SIM SON SP2 w/ (12) 10d — <br />HEADER FLUSH TO OUTSIDE OPTION WALL NAIL AT EACH STUD LBLOCKING <br />USS BOTTOM CHORD OR 2x4 <br />FACE OF BLOCK WALL IS 21/4" <br />Ct DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING EACH END/ 2-16d TOE NAILS <br />TO DRAIN FASTENED TO TRUSSES WITH 8d <br />4" O.C. FROM 2x BLOCKING EACH HEADER FACEEXTERIOR EACH END W/ 10d @ ❑ ❑ ❑ COMMON WIRE NAILS @ w <br />BOUNDARIES 6 0/C EDGES <br />& S & 8 BLOCKING ( .} c� <br />TO BLOCKING WALL O/C FIELD v ? a <br />(2) 2x HEADER WALL CLEAN -OUT rA ❑ ❑ ❑ 2x TOP PLATE <br />PER PLAN SCALE: N.T.S. S4 ❑FIT ❑ 2X4 PT STUDS @ 16" O.C. 2-16d 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 10dxl 1/2" <br />REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" <br />SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. <br />. . <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. PROVIDE P.A.F. NAILS OR <br />MANUFACTURERIN KO BLOCK AT EASTUD MAIN SPAN —�� F <br />2x P.T. PLATEFOR EQUAL @ 12" O,C. <br />2 x 6 (MIN.) FRAME ROOF TRUSS <br />WALL HEADER DETAIL j TYPICAL SECTION THRU WINDOWrB MASONRY LAYOUT rD MOISTURE BARRIER SEE A/S3 STAGGERED FROM BOT. <br />�/ UPLIFT CONNECTOR PLATE TO CONCRETE <br />SCALE: N.T.S. S4 S4 SCALE: N.T.S. S4 AND <br />K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) REINF, INFO. <br />AND FILLED W/ GROUT a ° <br />SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED CELL <br />PRE-ENGINEERED WOOD W/ STD. 90° HOOK IN K.O. BLOCK TYPICAL INTERIOR NON - <br />TRUSSES @ 24" O/C VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL KE BEARING WOOD FRAME WALL j <br />UPLIFT CONNECTOR KNOCK -OUT 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE <br />(SEE SCHEDULE) BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. <br />DOUBLE 2x4 SPF #2 FOR CONCRETE PLACEMENT 96 3/8" CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) SCALE: N.T.S. S4, SCALE: N.T.S. 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 AS REQ'D <br />2x BLOCKING @ MID <br />POINT EVERY OTHER <br />+ + STUD W/ (3)1Old NAILS <br />CRICKET AS REQUIRED <br />SINGLE 2x CONT. BASE <br />PLATE W/ (2)16d TO <br />TRUSS BELOW <br />7. <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 />0 <br />I <br />o_ <br />MOUNTING BASE NOT SHOWN <br />FOR CLARITY SEE DETAIL <br />E; <br />0 <br />K/S4 <br />g <br />SEAT FOR BLOCK IS POURED <br />IN PLACE CONCRETE <br />00 <br />cV <br />I <br />GARAGE FLOOR SLAB <br />TROWEL FINISH SEE <br />$ <br />GENERALNOTES <br />SLOPE FORWARD <br />FOR DRAINAGE <br />00 W <br />N SEE PLAN FOR FOOTING <br />N DIMENSIONS <br />0 <br />d <br />° <br />n <br />d <br />a a a a <br />a <br />8" STD. 9d HOOK 8" <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 />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 />O BLOCKING (TYP.) VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />\—ROOF 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 />FLOOR PLAN. <br />MOISTURE BARRIER <br />SCALE` N.T.S. <br />GARAGE 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. <br />WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />a a a THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />P.L. 1.8E Fb=2400 PSI (AS PER PLANS) <br />71" ° a DOOR STOP PSPN516Z w/ (12) 16d NAILS <br />— ° a MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) <br />SPLICE ° o • HTT5 w/ (26)10d NAILS (4670# SPF) <br />NAILS TOTAL) EA. SIDE OF <br />58 2 x 6 P.T. GARAGE 4g„ SPLICE STAGGERED ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) <br />DOOR tij ° ° ° • HDU2-SDS2 5 w/ (6)1/4" x 2112"SDS (2215#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 />o <br />SF 0 <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 />@ 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 />FRI <br />71 <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />GARAGE DOOR ROLLERGARAGE <br />DOOR TRACK <br />CONNECTION ASSEMBLY <br />GARAGE FLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />a <br />d a a a B <br />POURED CONCRETE BASE FOR BOTTOM OF MOUNTINGTO 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 />• �N ° °° • HDU4-SDS2.5 w/ (10)1/4" x 2 l/2" SDS (3285# SPF) <br />J-BOLT HDU5-SDS2.5 wl (14)1/4" x 21/2" SDS (4065# SPF) <br />TRACK �J • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) <br />BRACKET G O` 10d @ 8" O/C • HDUl l-SDS2,5 wl (30)1/4" x 21/2" SDS (6865# SPF) <br />"NClc a 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" <br />1'p 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 <br />TO TbP PLATE NUT <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 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 />V-4' <br />(1) <br />(2) <br />(1) <br />(2) <br />(1)LSTA30 <br />4' - 9' <br />1 (2) <br />(3) <br />(2) <br />1 (2) <br />(1) LSTA30 <br />9' -16' <br />1 (3) <br />(4) <br />(2) <br />1 (4) <br />(2) LSTA30 <br />SP4 SP2 <br />SIMPSON SP4 <br />8P2 <br />SIMPSON SP4 <br />ROOF TRUSS ABOVE <br />2X TOP PLATE <br />2X BLOCKING <br />2X STUDS @ 24" 0.C, <br />OVERLAPPING <br />NAILED <br />/8"x10" "J" BOLT <br />INTO <br />(2) 16d TOE NAILS <br />@ 24" O.C. MAX. <br />TRANSOM <br />10d NAILS @ 6" <br />EA. BLOCKING <br />MIN. (2) PER <br />BOTTOM PLATE <br />2XPT <br />TRANSOM FRAMING <br />FRAMING <br />STAGGERED <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 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 @ Z-0" O.C. <br />@ 12" O/C EACH FACE OR <br />3-ROWS 12d NAILS STAGGERED ° a MASONRY WALL <br />@ 12" 0/C FOR 2"x10" OR n ° 2X8 P.T. BOTTOM P TE G' <br />GREATER HEADER <br />5/8"xl0" "J" BOLT @ 24" O.C. MAX. <br />(2) 2x HEADER SEE PLAN SIMPSON SIMPSON C SIMPSON (MIN. (2) PER BOTTOM PLATE) C <br />SP4 SP2 <br />1 S4 INTERIOR HEADER: SP4 <br />(1) 2x SILL PLATE W/ (2) 10d NAILS @ 4" <br />A 10d NAILS @ 6" O.C. <br />12d TOENAILS STAGGERED STAGGERED <br />BOX HEADER • EXTERIOR HEADERS: TRANSOM FRAMING <br />ONLY (1) 2x SILL PLATE W/ (2) o o BEYOND. <br />12d TOENAILS 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 0/C BOUNDARIES 6" O/C EDGES o E SHEATHING <br />SIDE SEE SECTION AA/S1 AND & 8" O/C FIELD <br />S4 <br />BB/S1 FOR ADDITIONAL g <br />2x STUDS TYP. DETAILS . SIMPSON SP4 w/ (6) 10d x 1 12" <br />SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD <br />OQ # SIMPSON HTT4 TYP. SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING <br />U.N.O. SEE N/S4 SP4 . SIMPSON SP2 w/ (12) 10d NAILS MASONRY <br />HOLD DOWN RECESS vSIMPSON . 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 ALTERNATE: <br />WITHOUT UPLIFT a 5/8" DIA. ATR EPDXIED <br />2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM <br />PLATE @ 24" O.C. <br />WALL HEADER DETAIL Q I IFRAMING DETAILS ABOVE ENTRY R <br />SCALE: N.T.S. SL� 5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. <br />(MIN. (2) PER BOTTOM PLATE) S4 <br />CD <br />(M <br />O <br />Z N <br />Q <br />Cl- <br />z <br />C� <br />Q) <br />4 -+ LU <br />(a a <br />.0 <br />w <br />F- <br />o r- <br />m N <br />F- U LLJ <br />p <br />a) N Co M <br />_ <br />C N <br />os00 <br />U t7, <br />o <br />~? 00 <br />o- o <br />Q m <br />o <br />rn Q d <br />VV <br />- <br />N �O <br />.-+ N <br />Z_ `W rz' az <br />III• N M � C W <br />Q - gg w <br />Ru V' <br />inW <br />z N c c 4 0 p <br />Z <br />Wwo DENG,.C, a <br />S <br />9�y it i <br />P <br />, <br />• <br />(6 <br />hw <br />A <br />I -�� �✓ U."P jai .+y <br />�^ <br />1/1 ter;.�;r <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 bear ng <br />Engineer's signature and seal. <br />L E N NAR <br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607 <br />www.LennyrTampa.com <br />Oz <br />�ow <br />�a <br />Lu<x <br />U400 <br />z"� <br />� R z <br />J <br />,>L '0 <br />j " N <br />a <br />OF <br />zo <br />} U <br />� <br />LL <br />a <br />v7 <br />a) <br />z <br />�W <br />o <br />= <br />U) <br />O <br />� <br />� <br />Q <br />0 <br />QULu <br />fob <br />z <br />N <br />� <br />WW <br />Q <br />d" <br />g6� <br />Z <br />Z <br />I� <br />+--� <br />28-2 <br />t� F � <br />J <br />W <br /><., <br />a z <br />�--I <br />w <br />� <br />8,� <br />00 <br /><C <br />Z <br />Z <br />Z <br />a o g <br />coW <br />Z <br />W <br />2 <br />Jz <br />¢� <br />.-i <br />a <br />V) <br />o <br />SCALE : AS NOTED <br />DATE : 10/29/2018 <br />TECH: MJAM ES <br />VERSION NO. 4n0 <br />SHEET NO. <br />S4 <br />-- - JITTu74 T., Ifi�S it I --I I I I I 1 11- II <br />