7034-7046 Ripple Pond Lp - Laserfiche WebLink

Browse Search

LID ? Es Z3 zi CID LO to to to U:) to CD 21 0 LO CD cD Lo to to co Lo CD F7= o cD E 0 Ef E2 o z E! M o C) z -01 -2 9 cD c-4 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x1 12xl WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER //—SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA ) DOUBLE 2x TOP PLATE ---- . FOR CLEAN -OUT —2x DEAD WOOD @ MID POINT w/ (3) 12d MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALLIS 11/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS INTERIOR EXTENSION FROM EXTERIOR HEADER FLUSH TO OUTSIDE OPTION WALL FACE OF BLOCK WALL IS 2 114" I / 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING --(2) 2x HEADER PER PLAN VAIRIES \\\--2x BOTTOM PLATE W/(1) 10d @8" O.C, TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. � �4 12 ----SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD (TYP) SEE ELEV. TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) 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) 1 Od TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY STUD W/ (3) 1 Od NAILS OTHER CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 W/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) '--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T,S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL — ICE TO DRAIN _04-p� EXTERIOR WALL WALL CLEAN -OUT rA SCALE: N.T.S, 1 ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW � �B MASONRY LAYOUT D� SCALE: N.T.S. 7 5/81, 8" 7 5/8" 8" 7 5/81, 8" KNOCK -OUT— NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1 )#5 FOR CONCRETE PLACEMENT 7 4 4 4 4 STD. 9(f HOOKJ 8" 81` 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 1 --- 11, - 1 NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 112"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL--� _j < W > FORM CREATES CONCRETE RECESS TO 2x4 (NOM RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET ........ GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. POURED CONCRETE BASE FOR 'BOTTOM OF MOUNTING�B BLOCK WALL. RECESSED SPACE FOR GARAGE DOOR AND WATER GARAGE FLOOR. TO BE 2" ABOVE FINISHED SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41 " 34" 101, 6 3/4" 3 1/2"- 10 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 W/ (6) 1 Od x 11/2" AT EA STUD (USE SP6 FOR 2X6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.0) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFFR LOAD 2 x 6 P.' J-BOLT BRACKET TRACK WIMOUNTING, ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEET S FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK �K SCALE: N.T.S. ��4� HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x4"WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 11 - 4f (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" OIC EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl 0" OR GREATER HEADER (2) 2x HEADER SEE PLAN INTERIOR HEADER: 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS OPENING LARGER THAN 4 FT (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 11/2" EACH SIDE "-2x STUDS TYP. . .......... . SIMPSON HTT4 TYP. U.N.O. SEE NIS4 HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. B T. PLATE WITHOUT UPLIFT WALL HEADER _,N� DETAIL rQ SCALE: N.T.S. � �4 GE SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" C�C. TRANSOM FRAMING SEE SECTION AA/Sl AND BBIS1 FOR ADDITIONAL DETAILS 4 1 LINTEL 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F, TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER__,:7--_-�,--1 SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 OCKING, W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING LU O/C FIELD z 2x TOP P LATE 55 \ii!2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTT OM ARRIER/GIRDER TRUSS CHORD OR BLOCKING SIMPSON HETA20 wl (8) 1 Odxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24"' (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE AIS3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8'%8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL----- H I W/ STD. 900 HOOK IN K.O. BLOCK mr_m_ — V ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 1 Od @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF 1&,, SPLICE STAGGERED 10d @ 8" O/C ATTACH ALL f EXTERIOR STUDS W/ (4116d TOENAILS TO YbP PLATE NOTE: TBE BOTTOM SPLIC) PLATE LENGTHS MUS OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. ��4� F= 2240 LBS SIMPSON SIMPSON SP4 SP2 I U P.T. ATE TRANSOM FRAMING SEE SECTION AA/Sl AND BB1S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON Spi SIMPSON SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL/"" j SIMPSON SP4 �_2X TOP PLATE OVERLAPPING 10d NAILS @ 6- STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) '(4565#SPF) (5645# SPF) (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. I & NUT OXIED A.T.R. & NUT DXIED A.T.R. i & NUT 2X8 P.T. BOTTOM PrTE \-5/8"X10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON SIMPSON SIMPSON C SP4 SP2 SP4 F . 1, 1 11 1 K-IL-11 " -NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON N SP4 SIMPSO SP4 ROOFTRUSSABOVE F 2X BLOCKING - (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W1(1) 1� #5 CONT� & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL 1 Od NAILS @ 4 1 Od NAILS @ 6"O.C. STAGGERED A STAGGERED TRANSOM FRAMING y 0 0 BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" OIC EDGES SHEATHING 0 & 8" O/C FIELD a SIMPSON SP4 w/ (6) 1 Od x 1 12" (USE SP6 FOR 2x6 WALL, USE �—PLYWOOD SP8 FOR 2x8 WALL) SHEATHING * SIMPSON SP2 w/ (12) 1 Od NAILS MASONRY-- e SIMPSON SP1 w/ (10) 1 Od NAILS WALL BELOW o- 518"X1 0" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 4 11141 1 \ zX8 P. 1. 130 1 1 IOM PLATE I UU L5/8"xlO" "J" BOLTS @ 24" O.C. MAX, (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R� SCALE: N.T.S. S4 5 UA_ 0", %.,1 to: co PU'. 0 Jg �A 1E 05 zt To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - as an a on. ng nee s signa ure an sea s on y r the tructural engineenng portions of the drawing pages bearing Engsneers gnature and seal. W 11- E 5 0 C� N, 0 8c S "L :IR s Z 3U_LL 2 i =1 21 9 C, �'ra - �2 W LU IS 02,G) 0� 60 z un . co - 0 t� LO co Z C\1 < 0 z W lo V) 013 Lu :9 0 Ln Lu = a W E , �.I v" 16 0 14is c.0 M z z u_ c6 E 8 c, �z <� z, cu 6 < 6 oo z c:> E o .5 o o z ` R o 1z 5o ca. < - z �:_ 3: 3 C:) co �j 81 C 0- CD LO II-_ CN co 00 r— L_ < v— co 0 06 c.6 C_C�I` 0 0 CD C-0 M U) 04 LO 0 C14 C=) LO C14 LO < (0 E 1 E 00 6 z M z :3 E u) a a. E 0 0 ' 0 _j 'D ca < Q I a) _j JOBNO 22-06569-06566 SCALE AS NOTED SHEET NO. S4M