36590 Garden Wall Way - Laserfiche WebLink

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I Q 2 0 M iE a 8 0 0 0 J M LO LO a N FL 12 sn i LZ '4 8- 2 a CD 0 a SEE TYPICAL WALL SECTION (2) 2x6 OR (2) 2x8 PRE-ENGINEERED WOOD TOP PLATE SEE - VENT OR 2ND FLOOR 12 TRUSSES @ 24" O/C PLAN ( SEE . UPLIFT CONNECTOR (SEE 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL TYP.) ELEV. SCHEDULE) (2) 2x HEADER TO SIT 3/4" FURRING STRIPS 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE DOUBLE 2"x4" S.P.F. PLATE STM SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER / 1/2e GYPSUM BOARD C. 926 APPLY 3 LAYERS W/ CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS TOTAL THICKNESS 7/8" OVER 2x DEAD WOOD @MID FOR CLEAN -OUT @ 8" O.C. OR 4d METAL LATH. FIRST 2 LAYERS POINT w/ (3) 12d DRYWALL NAILS SOLID AREAS ARE ❑ SOLID AREAS ARE 3/8" THICK EACH. 3RD LAYER MINEXTENSION FROM TONEAILS SPACED . STEEL AND GROUT ❑ ❑ STEEL AND GROUT 1/8"THICK OVER WATER DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK RESISTIVE BARRIE PLATE WALL IS 1 1/2" MAXIMUM INTERIOR FULL 8x8xl6 BLOCK SIMPSON SP2 w/ (12)10d HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 FACE OF BLOCK WALL IS 21/4" ` BLOCKING W/ 2-16d TOE NAILS �- - DOOR OPENING DOOR OPENING -DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS @ EACH END TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRED 2x BLOCKING @ EACH END W/ 10d @ ❑ ❑ COMMON WIRE NAILS @ E & W T�jlll4" O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6" 0/C EDGES & 8" Mw BLOCKING ( ) z a TO BLOCKING WALL 0/C FIELD WALL CLEAN -OUT q ❑ ❑ ❑ 2x TOP PLATE — (2) 2x HEADER 2X4 PT STUDS @ 16 O.C. 2-16d NAILS @ 24" O.C. OR PER PLAN SCALE: N.T.S. S4 ❑ ❑ (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM 2x BOTTOM PLATE W/ (1) 10d @ 8" 1 ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS _ _ _ CHORD OR BLOCKING VARIES O.C. TO EACH HEADER FACE SIMPSON HETA20 w/ (8)10dx1 1/2" MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24' REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE O.C. MAX. SHEETS FOR INSTALLATION INFORMATION BY (24" O.C. MAX) w/ MIN. 4" EMBEDMENT PROVIDE P.A.F. NAILS OR MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. IN KO BLOCK AT EA. STUD LMAIN SPAN12" TE 2 x 6 (MIN.) FRAME MOISTURE BARRIER SEE A/S3 FOR EQUAL @ ED O.C. ROOF TRUSS STAGGERED FROM BOT. WALL HEADER DETAIL TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D UPLIFT CONNECTOR REINF.INFO. PLATE TO CONCRETE SCALE: N.T.S. SL� SL� SCALE: N.T.S. S4 AND FILED W/ GROUTW/ 1 #5 CONT. (SEE SCHEDULE) 1 #5 VERT. IN CONC. FILLED CELL 12 SEE TYPICAL WALL SECTION W/ STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NOW (Np) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C VERTICAL JAM BEARING WOOD FRAME WAL_rj'N� UPLIFT CONNECTOR 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE (SEE SCHEDULE) BLOCK W/ (1) #5 ALT. KN EEWALL ABOVE MASONRY WALL DETAIL E KNOCK -OUT NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. S4 SCALE: N.T.S. S4 FOR CONCRETE PLACEMENT 96 3/8" CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) SCALE: N.T.S. DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW ° c u ° d ° 8 STD. 90 HOOK g° LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION:17 _ r TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO 88" _ NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 2"x BUILT-UP COLUMN, SOLID MEMBER OR THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON P.L. 1.8E Fb=2400 PSI (AS PER PLANS) DOOR STOP PSPN516Z w/ (12) 16d NAILS 71" MOLDING TOP 2 ROWS 10d @ 3" O.C. 14 0:' • HTT4 w/ (18)10d NAILS (3610# SPF) °� ° • HTT5 w/ (26)10d NAILS (4670#SPF) = 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF o°o° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (2145# SPF) 58 „ DOOR 4 . SPLICE STAGGERED . ' 8' ��4' ° ° • HDU2-SDS2.5 w/ (6)1/4 x 21/2 SDS (3075# SPF) _ • ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (4565# SPF) = J-BOLT l �M�N ' _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (5645# SPF) —` 41 r, J . • HDU8-SDS2.5 w/ (20)1/4" x 2 1/2" SDS (6970# SPF) TRACK + 10d @ 8" O/C O�STq • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (9335# SPF) 34" BRACKET _ • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" A EMBEDMENT w/ WASHER & NUT ATTACH LSTUDS • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. DOOR TRACKEXTERIOR MIN. 8" EMBEDMENT w/ WASHER & NUT 10„ — - W/MOUNTING ANGLE W/ (4 16d TOENAILS • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. 6 3/4" TO YOP PLATE MIN. 8" EMBEDMENT w/ WASHER &NUT 31/2" — "DIA 12" EPDXIED A T R 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" 0/C BOUNDARIES 6" 0/C EDGES & 8" O/C FIELD _ _ = _ = NOTES: Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. PORT FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K NOTE. PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM • FOR HDU11 USE 1 . x MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N SIMPSON SP1 w/ 10 10d ( ) NAILS AT EACH STUD 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SCALE: N.T.S. S4 SCALE: N.T.S. �+A J't F= 2240 LBS SCALE: NTS S4 BLOCKING (TYP.) 2x P.T. PLATE OOF TRUSS Q3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. 5/8" x 10" "J" BOLT @ 24" O/C MAX „ ® NGS SS THAN OR EQUAL TO 6 0 IN WIDTH DO NOT SIMPSON SIMPSON SIMPSON C SIMPSON SP4 W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) OPENI LE - REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. FLOOR PLAN. AND FILLED SOLID W/GROUT MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY rG 1 #5 VERT. IN CONC. FILLED CELL W/ SCALE: N.T.S. STD. 90A HOOK IN K.O. BLOCK S4 KNEE WALL ABOVE MASONRY WALL DETAIL rF J SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' 1 (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 IT SP4 SP2 SIMPSON SP4 8P2 ROOF TRUSS ABOVE 2X TOP PLATE 2X BLOCKING OVERLAPPING 2X STUDS @ 24" O.C. NAILED /8"x10" "J" BOLT INTO (2) 16d TOE NAILS 5/ 24" O.C. MAX. TRANSOM 10d NAILS @ 6" EA. BLOCKING MIN. (2) PER BOTTOM PLATE TRANSOM FRAMING FRAMING STAGGERED 2X P.T. SEE SECTION J/SS WIDTH OF OPENING VARIES 4" FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION PLATE AND K/SS FOR io 2X8 WALL ABOVE FORM CONCRETE INSET TO OVER TOP PLATE ** HOLD DOWN CONNECTIONS ENTRY CREATE A SOLID BASE FOR ADDITIONAL DETAILS SIMPSON 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED Sp1 • SCRAP MATERIAL WITHOUT UPLIFT K.O. BLOCK W/(1) SIMPSON SP4 J-BOLTS @ 24" O.C. #5 CONT. & SEE FLOOR PLAN NOTES FOR r w r REQUIRED CONNECTION RECESS SIMPSON SIMPSON MAX FILLED S N SP4 SP4 O F O LINTEL 5/82X010"OJCBOLTS FA�NW 2-ROWS 12d NAILS STAGGERED 2X P.T. PLATE @ FORM CREATES CONCRETE RECESS TO @ 12" O/C EACH FACE OR MASONRY WALL 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW 3-ROWS 12dRECEIVE NAILS STAGGERED FOR WATER SHED. @ 12" 0/C FOR 2 x10 OR A 2X8 P.T. BOTTOM P TE C, 2x CRIPPLES @ GREATER HEADERI \ KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2) 12d B TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SP4 w! (6) SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA .� (2) 2x HEADER SEE PLAN SP4 SP2 SIMPSON SP4 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR • INTERIOR HEADER: IT PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) 10d NAILS @ 4" 10d NAILS @ 6" O.C. MOUNTING BASE NOT SHOWN MOUNTING BASE SHOWN FOR CLARITY SEE DETAIL IN POSITION FOR 2x8 WALL) 12d TOENAILS STAGGERED A K/S4 GARAGE ENTRY FORM DETAIL BOX HEADER • EXTERIOR HEADERS:4STAGGERED T FOR BLOCK IS POURED SCALE: N.T.S. 0/C NAILS @ 811 ONLY (1) 2x SILL PLATE W/ (2) ° ° BEYOND.KTTFPANSOFRAMING SEA 2x6 MOUNTING BASE 12d TOENAILS NAILED INTO IN PLACE CONCRETE • OPENING LARGER THAN 4 FT: TRANSOM PLYWOOD FASTENED TO TRUSSES GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD GARAGE FLOOR SLAB %� �8x8x16 C.M.U. (2) 2x SILL PLATE w/ SIMPSON FRAMING CRIPPLE STUD O/C BOUNDARIES 6 O/C EDGES SHEATHING TROWEL FINISH SEE = LS30 w/ (6) 10d x 1 1/2 EACH TRANSOM FRAMING ° E TYPICAL (U.N.O.) & 8" O/C FIELD GENERAL NOTES =�`�. SIDE S4 .;' %' GARAGE DOOR ROLLER GARAGE DOOR TRACK SEE SECTION AA/S1 AND SLOPE FORWARD BB/S1 FOR ADDITIONAL FOR DRAINAGE` GARAGE FLOOR CONNECTION ASSEMBLY B TRAVEL DIRECTION OF 2x STUDS TYP. DETAILS • SIMPSON SP4 w/ (6) 10d x 1 12" l .�,, �` .��, '` .:. : ' • ' • SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD GARAGE DOOR SP8 FOR 2x8 WALL) SHEATHING O� SIMPSON HTT4 TYP. SP1 SIMPSON P4 • SIMPSON SP2 w/ (12) 10d NAILS MASONRY U.N.O.0 HOLD DOWN 4 • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW @ MOUNTING BASE DETAIL RECESS SIMPSON MAX."X10"J-BOLTS 24TTO �' CONNECTIONS LINTEL SP4 M(MIN. (2) PER BOTTOM SCALE: N.T.S. ° a o PLATE) NOT REQUIRED @ ALTERNATE: ° ° BEARING WALLS NOTED SEE PLAN FOR FOOTING BOTTOM OF MOUNTING B E P.T. BOT. PLATE WITHOUT UPLIFT POURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED MI DIA. ATR EPDXIED 2X8 P.T. BOTTOM MN. 6" INTO BOND BEAM DIMENSIONS BLOCK WALL. RECESSED SPACE FOR GARAGE DOOR AND WATER GARAGE FLOOR. PLATE @ 24" O.C. GARAGE ENTRY FINISHED MASONRY DETAIL rp SHED FORWARD THIS DRAWING. WALL HEADER DETAIL rQ FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION 5/8"x1o" "J" BOLTS @ 24" O.C. MAX. REV. 06.24.22 SCALE: N.T.S. SCALE: N.T.S. S4 (MIN. (2) PER BOTTOM PLATE) `S4 SCALE: N.T.S. 00 Cv °' w o y C;n ii r— o 0 � SO�c- N -%3 L` 7 Q C7 w u - cc d�x3 _ u d c E �o 0 a u 1lPpl�tt o��`�1`41FS€€pd s < r 0\ To the best of the Engineers knowledge, information and belief. the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residenlial 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 0 E co $ C S Vi n r J M M R 2s2S - LL W LL J LL 5 a Z --6 Of o- m f; o�c W Cn LL= m w N NZ dJ Z OU U W o0 Z N � z �pp Q V J V^)' N z -J LL (� N w M p �• U 0 LU IN �V) w M v c a °° 0 N Ol M pZ Ze F_ w X8 D n, C Q Oa Z J �b 4w zw Z= yW W Sw =� id ar 03 0 .` 0 = (Q L LO rn B c� Q CO � Cal O 0 r— U) m N m LO a--+ 72 N LC) N CU CD N LO 001 .� o OLO M d LO r r E M Z = 00 E E' c a U _j �' Q 0 JOB NO: 22-09413 SCALE : AS NOTED SHEET NO. S4