Laserfiche WebLink
SEE ELEV. <br />4�TYP) <br />SIMPSON SP2 w/ (12) 10d <br />NAILS AT EACH STUD <br />CRICKET AS REQUIRED <br />SINGLE 2x CONT. BASE <br />(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />(2) 2x HEADER TO SIT <br />2x6 2x8 WALL BEYOND <br />FLUSH TO THE OUTSIDE <br />SEE PLAN FOR HEADER <br />SEE PLAN FOR SIZE <br />CONNECTION <br />2x DEAD WOOD @ MID <br />POINT w/ (3) 12d <br />TONEAILS SPACED <br />DOUBLE 2x TOP <br />EVENLY <br />PLATE <br />HEADER FLUSH TO OUTSIDE OPTION <br />VARIES <br />2x BLOCKING @ EACH END W/ 1 Od @ <br />4" O.C. FROM EACH HEADER FACE <br />TO BLOCKING <br />_(2) 2x HEADER <br />PER PLAN <br />2x BOTTOM PLATE W/ (1) 10d @ 8" <br />O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S. <br />SEE TYPICAL WALL SECTION <br />"-----,---PRE-ENGINEERED WOOD <br />UPLIFT CONNECTOR <br />TRUSSES @ 24" O/C <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 />(3) 10d TOENAILS T&B <br />AS REQ'D <br />-.,-2x BLOCKING @ MID <br />POINT EVERY OTHER <br />NAILS <br />STUD W/ (3) 10d <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 />SIMPSON SPI wl (10) 10d <br />EDGES & 8" O/C FIELD <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"X1 6" 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 />KIS4 <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 />BLOCKING (TYP.) <br />\--ROOF TRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />MOISTURE BARRIER <br />SCALE: N.T.S. <br />Z SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />VENT OR 2ND FLOOR <br />1/2" MINIMUM CEMENT FINISH <br />TYPICAL C.M.U. WALL <br />STANDARD 3" DIA ' TEE <br />3/4" FURRING STRIPS <br />THREADED 3" DIA. EXTENSION <br />1/2"GYPSUM BOARD <br />SCREW OFF CAP (3" DIA.) <br />W/ DRYWALL SCREWS <br />FOR CLEAN -OUT <br />@ 8" O.C. OR 4d <br />MIN. EXTENSION FROM <br />DRYWALL NAILS <br />EXTERIOR FACE OF BLOCK <br />WALL IS 11/2" MAXIMUM <br />EXTENSION FROM EXTERIOR <br />FACE OF BLOCK WALL IS 2 1/4', <br />DRAIN <br />WALL CLEAN -OUT rA <br />SCALE: N.T.S. <br />REFER TO WINDOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY <br />MANUFACTURER, <br />TYPICAL SECTION THRU WINDOW <br />KNOCK OUT — <br />BLOCK _W/ (1 NOTCH LINTEL WHERE REQUIRED <br />)#5 FOR CONCRETE PLACEMENT 7 <br />Nil <br />01 <br />NOTES: <br />0 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 />PROPERLY. <br />QSEE 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 />CREATE A SOLID BASE FOR <br />112"X9 1/2" PLYWOOD BLOCK WALL ABOVE. <br />SCRAP MATERIAL--� <br />Z <br />_j <br />a <br />0 <br />FORM CREATES CONCRETE RECESS TO <br />2X4 (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 />MOUNTING BASE SHOWN <br />IN POSITION <br />GARAGE ENTRY FORM DETAIL <br />2X6 MOUNTING BASE <br />SCALE: N.T.S. <br />8x8x16 C.M.U. <br />GARAGE DOOR TRACK MOUNTING BRACKET <br />7, <br />T <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />CONNECTION ASSEMBLY <br />GARAGEFLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR A ..... <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />4 <br />\ <br />SCALE: N.T.S. <br />4 <br />1 4 -1 <br />_� <br />POURED CONCRETE BASE FOR 'BOTTOM OF MOUNTING B) <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 />7 5/8" 8" 7 5/81, 8" 7 5/81, 8" <br />INTERIOR <br />WALL <br />CL <br />EXTERIOR <br />WALL <br />SOLID AREAS ARE <br />STEELAND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING ­rt <br />1 ST COARSE 2ND COARSE 3RD COARSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE <br />COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MASONRYLAYOUT <br />SCALE: N.T.S. <br />�4 <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 />RUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />OCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. <br />EACH END WALL <br />FB@L <br />4 4 <br />4 <br />4 DOOR STOP <br />UJ MOLDING <br />4 <br />R a - <br />co <br />2x TOP PLATE GARAGE <br />1\� DOOR <br />2-16d NAILS @ 24" O.C. OR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING 2 x 6 P.T. <br />of v <br />2x STUD @ 24 <br />O.C. MAX, PROVIDE P.A.F. NAILS OR <br />2x P <br />T <br />PLATE EQUAL @ 12" O.C. <br />SEE TYPICAL WALL SECTION <br />12 <br />TYP) SEE ELEV. <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />ZT! P 7.) <br />DOUBLE 2"x4" S.P.F. TOP PLATE <br />7/8" STUCCO FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS <br />7/8" OVER METAL LATH. FIRST 2 <br />LAYERS 3/8" THICK EACH. 3RD LAYER <br />1/8" THICK. <br />­CRICKETAS REQUIRED <br />SIMPSON SP2 w/ (12) 10d <br />NAILS AT EACH STUD <br />1/2" EXTERIOR GRADE SHEATHING <br />FASTENED TO TRUSSES WITH 8d <br />COMMON WIRE NAILS @ 4" O/C <br />BOUNDARIES 6" O/C EDGES & 8" <br />BLOCKING <br />O/C FIELD <br />2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />CARRIER/GIRDER TRUSS <br />SIMPSON HETA20 w/ (8) 1 Odxl 1/2" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />L <br />IN KO BLOCK AT EA. STUD <br />MAIN SPAN <br />MOISTURE BARRIER <br />ROOF TRUSS <br />UPLIFT CONNECTOR <br />8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. <br />(SEE SCHEDULE) <br />1 #5 VERT. IN CONC. FILLED CELL---- <br />W/ STD. 900 HOOK IN K.O. BLOCK <br />- <br />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E <br />PIPE OR DUCT wif PENETRATION THRU TOP PLATE w/ MORE <br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />PSPN516Z wif (12) 16d NAILS <br />TOP 2 ROWS 10d @ 3" O.C. (14 <br />SPLICE <br />NAILS TOTAL) EA. SIDE OF <br />46,. SPLICE STAGGERED <br />1 Od @ 8" O/C <br />. <br />. <br />STAGGERED FROM BOT. ATTACH ALL <br />SEE A/S3 FOR PLATE TO CONCRETE DOOR TRACK-----// EXTERIOR STUDS <br />REINF. INFO. W/MOUNTING ANGLE W/ Y816d TOENAILS <br />TO P PLATE <br />NOTE: <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS BOTTOM SPLIC <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE <br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD <br />TYPICAL INTERIOR NOW <br />CK <br />BEARING WOOD FRAME WALL <br />TYPICAL GARAGE DOOR BU �K TOP PLATE SPLICE DETAIL <br />rM <br />SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. <br />�4 � �4 <br />F= 2240 LBS <br />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 />1 2 <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" OIC EACH FACE OR <br />3-ROWS 12d NAILS STAGGERED <br />@ 12" O/C FOR 2"x`10" OR <br />2x CRIPPLES @ <br />GREATER HEADER <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />1� <br />SIMPSON SP4 wl (6) <br />(2) 2x HEADER SEE PLAN <br />1 Od x 11/2" AT EA <br />STUD (USE SP6 FOR <br />INTERIOR HEADER: <br />2x6 WALL, USE SP8 <br />�4 (1) 2x SILL PLATE W/ (2) <br />FOR 2x8 WALL) <br />12d TOENAILS <br />1 Od NAILS @ 81, <br />BOX HEADER EXTERIOR HEADERS: <br />ONLY <br />O/C TYP. <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />DOUBLE 2x --- <br />OPENING LARGER THAN 4 FT: <br />CRIPPLE STUD <br />(2) 2x SILL PLATE w/ SIMPSON <br />TYPICAL (U.N.O.) <br />LS30 w/ (6) 1 Od x 11/2" EACH <br />NO <br />SIDE <br />'--2x STUDS TYP. <br />SIMPSON HTT4 TYP, <br />U.N.O. SEE N/S4 <br />HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />BEARING WALLS NOTED <br />P.T. BOT. PLATE <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL <br />SCALE: N.T.S. <br />� �4 <br />5/8"X1 0" "J" 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/Sl FOR ADDITIONAL <br />DETAILS <br />4 4 <br />SCALE: N.T.S. � �4 <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />F) <br />PF) <br />T.R. <br />ROOF TRUSS ABOVE <br />2X BLOCKING <br />INTO <br />(2) 16d TOE NAILS <br />TRANSOM <br />10d NAILS @ 6" <br />EA. BLOCKING <br />TRANSOM FRAMIN G <br />FRAMING <br />STAGGERED <br />2X P.T. <br />SEE SECTION AA/S1 <br />PLATE <br />AND BB/Sl FOR <br />2X8 WALL ABOVE <br />ADDITIONAL DETAILS <br />SIMPSON <br />ENTRY <br />Spi <br />K.O. BLOCK W/0) <br />SIMPSON <br />SIMPSON- <br />J-BOLTS @ 24" O.C. <br />#5 CONT. & <br />RECESS <br />SP4 <br />SP4 <br />MAX <br />FILLED <br />LINTEL <br />5/8"X1 0" J-BOLTS <br />2X P.T. PLATE <br />@ 2-4- O.C. <br />SIMPSON SIMPSON <br />SP4 SP2 <br />\-NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON - <br />Spi SIMPSON <br />SP4 <br />RECESS SIMPSON <br />SP4 <br />LINTEL <br />4 2X8 P.T. BOT <br />TOM PrTE <br />B <br />\-5/8"x10" "J" BOLT @ 24"O.C. MAX. <br />C (MIN. (2) PER BOTTOM PLATE) <br />SIMPSON C <br />SP4 <br />" <br />ZAIJ 11. 1 bu I I . 10M <br />PLATE <br />UU <br />5/8"X10""J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />MASONRY WALL <br />0 <br />@ <br />10d NAILS @ 6" O.C. <br />STAGGERED A <br />STAGGERED <br />TRANSOM FRAMING <br />a 0 <br />BEYOND. <br />o- - N <br />-PLYWOOD FASTENED TO TRUSSES o L <br />WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES SHEATHING <br />& 8" O/C FIELD 0 <br />o <br />o L <br />L_ <br />9 SIMPSON SP4 w/ (6) 1 Od x 112" <br />(USE SP6 FOR 2X6 WALL, USE —PLYWOOD <br />SP8 FOR 2x8 WALL) o SHEATHING <br />e SIMPSON SP2w/(12) 10d NAILS MASONRY o <br />5/8"X1 0" J-BOLTS @ 24" O.C. <br />* SIMPSON SP1 W/(10) 10d NAILS WALL BELOW 0- <br />MAX. (MIN. (2) PER BOTTOM <br />o PLATE) <br />o ALTERNATE: <br />T­ 5/8" DIA. ATR EPDXIED <br />MIN. 6" INTO BOND BEAM <br />@ 24" O.C. <br />FRAMING DETAILS ABOVE ENTRY rR <br />SCALE: N.T.S. <br />S4 <br />M <br />0 <br /><C <br />i <br />--- <br />LU <br />Q)m 0 <br />0 Uj <br />(z) 01- <br />E <br />M <br />LU <br />-- 1 <br />_T_ <br />8 1 cv <br />U-§ <br />C) <br />I g <br />la'_1 <br />A <br />R D. <br />N,C,11 D C <br />SF <br />!:�5 E-4 5i <br />C', W <br />ir <br />­ LU <br />X; z <br />cc "F� (3 <br />C. <br />UM ov. L <br />To the best of the Eng ear's knowledge, information, and <br />a p�nns <br />belief, the structur I a and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Enoineer's <br />signature and seal is only for the structural engineering <br />rtions of the drawing pages bearing Engineer's signature <br />_aPcn)d seal. <br />C:) <br />z r_j <br />0 (v N <br />0­4 4.j C) <br />V) ­ <br />:3 to <br />> C) <br />z4..r <br />CD <br />N <br />Lr) fO In <br />< U_ <br />z <br />CL fy) <br />T-4 <br />W U 00 <br />< E <br />z <br />I <br />W <br />z <br />LU CD <br />_j C:) <br />to <br />�i Z, <br />00 <br />00 <br />r-4 <br />zi <br />lu <br />z <br />z <br />I <br />Ln <br />0 <br />U <br />U) <br />z <br />< <br />U_ <br />0 <br />Ljj <br />948 <br />C) <br />U4 a�:::I <br />�!e � <br />a <br />< <br />z <br />N <br />uj <br />Mg. <br />u- 2 <br />Z <br />U.1 <br />T-4 <br />Ln <br />ULj <br />1'0� <br />fl� 8 <br />cn <br />C:) <br />< <br />z <br />z <br />ca <br />0 <br />C*4 <br />I <br />00 <br />Z <br />ILIJ <br />< <br />r_1 <br />v__4 <br />CL <br />Ul) <br />SCALE AS NOTED <br />DATE 1/4/2018 <br />TECH: ERAND <br />VERSION N <br />0' 10 <br />SHEET NO. <br />S4 <br />