3246 Moulden Hollow Dr - Laserfiche WebLink

Browse Search

(2) 2x6 OR (2) 2x8 VENT OR 2ND FLOOR TOP PLATE SEE TYPICAL C.M.U. WALL SEE TYPICAL WALL SECTION PLAN 1/2" MINIMUM CEMENT FINISH 12 PRE-ENGINEERED WOOD TRUSSES @ 24" 0/C STANDARD 3" DIA. TEE 3/4" FURRING STRIPS (NP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) (2) 2x HEADER TO SIT THREADED 3" DIA. EXTENSION DOUBLE 2"x4" S.P.F. TOP PLATE 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE 1/2" GYPSUM BOARD SEE PLAN FOR HEADER SEE PLAN FOR SIZE SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS CONNECTION FOR CLEAN -OUT @ 8" O.C. OR 4d 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM C. 926 DRYWALL NAILS APPLY 3 LAYERS W/ TOTAL THICKNESS 2x DEAD WOOD MID MIN. EXTENSION FROM 7/8" OVER METAL LATH. FIRST 2 @ � LAYERS 3/8" THICK EACH. 3RD LAYER POINT w/ (3)12d EXTERIOR FACE OF BLOCK SOLID AREAS ARE SOLID AREAS ARE 1/8" THICK. TONEAILS SPACED WALL IS 1 1/2" MAXIMUM ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT DOUBLE 2x TOP EVENLY EXTENSION FROM EXTERIOR CRICKET AS REQUIRED PLATE FACE OF BLOCK WALL IS 21/4" INTERIOR ❑ FULL 8x8x16 BLOCK USP SPT24 @ EA. STUD HEADER FLUSH TO OUTSIDE OPTION WALL TO DRAIN Ct----- DOOR OPENING FF=� FF—�] DOOR OPENING DOOR OPENING -Pt 1l2" EXTERIOR GRADE SHEATHING LTLJ Ln�FASTENED TO TRUSSES WITH 8d 2x BLOCKING @ EACH END W/ 10d @ ❑ COMMON WIRE NAILS @ 4" O/C 4" O.C. FROM BLOCKING EACH HEADER FACE WALL CLEAN -OUT EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) TO A WALL ❑ ❑ O/C FIELD (2) 2x HEADER SCALE: N.T.S. PER PLAN S4 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 2x BOTTOM PLATE W/ (1)1 Od @ 8" 1 ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS VARIES EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. USP HTA20 @ EA. STUDL MAIN SPAN 2 x 6 MIN. FRAME MANUFACTURER. MOISTURE BARRIER ROOF TRUSS WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW rB MASONRY LAYOUT D UPLIFT CONNECTOR SCALE: N.T.S. S4 S4 SCALE: N.T.S. 14 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 12 SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED CELL PRE-ENGINEERED WOOD W/ STD. 900 HOOK IN K.O. BLOCK (TYp) SEE ELEV. TRUSSES @ 24" O/C VERTICAL JAM UPLIFT CONNECTOR 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE ALT. KN EEWALL ABOVE MASONRY WALL DETAIL E KNOCK -OUT F2 (SEE SCHEDULE) BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS PSI MIN. DOUBLE 2x4 SPF #2 FOR CONCRETE PLACEMENT CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) SCALE: N.T.S. S4 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/ USP SPT24 @ EA. STUD (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER .'� STUD W/ (3)1Od NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW ■.�rSTD.., •. 811 OPENINGS�II�■ • • FILLED CELL W/ (1) #5 VERTICAL FDN. PLAN FOR LOCATION ■'■ill �IIII �IIL ■■III M �!IIIIOPENINGSEE IIII'� ■■I�� III��■ �IIII Illy TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. ° WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE ° 4 THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON1 2"x BUILT-UP COLUMN DOORSTOP PSPN516Z w/ (12)16d NAILS SEE PLAN FOR MORE INFO w ° ° MOLDING TOP SPLICE z ¢ 4 4 2 ROWS 1Od @ 3" O.C. (14 0:, 18-10d NAILS � TOP PLATE V2-16d E NAILS TOTAL) EA. SIDE OF °°°2x NAILS @ 24" O.C. OR DOOR %9. SPLICE STAGGERED hjj °°°° 0000 ° ° EQUAL TO TRUSS BOTTOM 2 x 6 P.T. I144v 5/8"DIA. X 12" EPDXIED ATR CHORD OR BLOCKING • _ W/ MIN, 8" EMBEDMENT 2x STUD @ 24" G' 10d @ 8„ 0/C *MAX 5/8" W/ 5/8" W.A. W/ �� ST,gN 51/2" MIN. EMBED O.C. MAX. PROVIDE P.A.F. NAILS OR CF 2x P.T. PLATE FEQUAL @ 12" O.C. A STAGGERED FROM BOT. SEE A/S3 FOR DOOR TRACK ATTACH ALL EXTERIOR STUDS 0 UPLIFT= 4290# (SPF / SYP #2) REINF. INFO. PLATE TO CONCRETE ° W/MOUNTING ANGLE W/ (4) 16d TOENAILS TO 70P PLATE NOTES: 4 NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: BOTTOM SPLIC 1/2" EXTERIOR GRADE SHEATHING 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE OVER STUD FASTENED TO TRUSSES WITH 8d COMMON NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION TYPICAL INTERIOR NON EDGES &80/C FIELD - AT LEAST 4'-0" LONG. TYPICAL WIRE 1SBOUNDARIES 6" 0/C _ _ _ PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALL J TYPICAL GARAGE DOOR BUCK KK TOP PLATE SPLICE DETAIL M USP HTT16 rN USP SPT22 @ EA. STUD BLOCKING (TYP.) O VERIFY PROPERLY. T ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS S4 2x P.T. PLATE „ \,—ROOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS 5/8 x 10 J BOLT @ 24 O/C MAX W/ 8" EMBEDMENTT UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT USP C REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER FLOOR PLAN. AND FILLED SOLID W/GROUT G TYPICAL FILLED LINTEL ASSEMBLY 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK SCALE: N.T.S. G� A KNEE WALL ABOVE MASONRY WALL DETAIL F �7�F SCALE: N.T.S. 14 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 V-4' (1) (2) (1) (2) (1) USP LSTA30 4' - 9' (2) (3) (2) (2) (1) USP LSTA30 9' -16' (3) (4) (2) (4) (2) USP LSTA30 FFUSP SPT4 SPT24 USP SPT4 SPT24 USP ' rSP SPT4 ROOF TRUSS ABOVE 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING 2X BLOCKING /8"x10" "J" BOLT NAILED @ 24" O.C. MAX. INTO 10d NAILS @ 6" (2) 16d TOE NAILS MIN. (2) PER TRANSOM BOTTOM PLATE TRANSOM FRAMING FRAMING 2XPT STAGGERED EA. BLOCKING WIDTH OF OPENING VARIES 4 FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION PLATE SEE SECTION AA/S1 AND BB/S1 FOR zo 2X8 WALL ABOVE CREATE A SOLID BASE FOR 112"X91/2" PLYWOOD OVER TOP PLATE ** HOLD DOWN CONNECTIONS ADDITIONAL DETAILS ENTRY BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTEDR SCRAP MATERIAL WITHOUT UPLIFT SP SPT22 K.O. BLOCK W/(1) SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION USP SPT4 RECESS _USP SPT4 USP SPT4 J-BOLTS @ 24" O.C. MAX 05 CONT. & FILLED r / p SF piNpO� LINTEL 5/8"X10" J-BOLTS N 2-ROWS 12d NAILS STAGGERED 2X P.T. PLATE @ 2'-0" O.C. FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW @ 12" O/C EACH FACE OR3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR ° 4 2X8 P.T. BOTTOM P TE MASONRY WALL C FOR WATER SHED. 2x CRIPPLES @ GREATER HEADER A 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. USP SPT4 w/ (6) USP C (MIN. (2) PER BOTTOM PLATE) C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 1 Od x 1 Y2" @ 24" USP SPT4 SPT24 SP SPT4 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END O.C. 2 2x HEADER SEE PLAN ( ) MOUNTING BASE NOT SHOWN MOUNTING BASE SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 1Od NAILS @ 8" S4 INTERIOR HEADER 10d NAILS @ 4" 10d NAILS @ 6" O.C. FOR CLARITY SEE DETAIL KIS4 IN POSITION GARAGE ENTRY FORM DETAIL 0/C TYP. BOX HEADER (1) 2x SILL PLATE W/ (2) STAGGERED A STAGGERED SEAT FOR BLOCK IS POURED IN PLACE CONCRETE 2x6 MOUNTING BASE SCALE: N.T.S. DOUBLE 2x 12d TOENAILS. ONLY EXTERIOR HEADERS 2x SILL PLATE W/ TRANSOM FRAMING ° ° BEYOND. CRIPPLE STUD (1) (2) NAILED INTO GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TYPICAL U N 0 ( ') 12d TOENAILS. OPENING LARGER THAN 4 ft 2x TRANSOM FRAMING PLYWOOD TROWEL FINISH SEE (2) GENERAL NOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SILL PLATE W/ MP3 CLIPS EACH SIDE TRANSOM FRAMING SEE SECTION AA/S1 AND PLYWOOD FASTENED TO TRUSSES 0 E SHEATHING SLOPE FORWARD FOR DRAINAGE CONNECTION ASSEMBLY �_ 2x STUDS TYP. BB/S1 FOR ADDITIONAL WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES S4 B GARAGE FLOOR TRAVEL DIRECTION OF DETAILS & 8" O/C FIELD GARAGE DOOR USP HTT16 TYP. U.N.O. SEE N/S ** USP PLYWOOD HOLD DOWN CONNECTIONS SPT22 oo�°N oR NOT REQUIRED @ BEARING MASONRY SHEATHING MOUNTING BASE DETAIL /NG, WALLS NOTED WITHOUT UPLIFT RECESS LINTEL SP SPT4 USP WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (2) PER BOTTOM d , SCALE: N.T.S. 4 SPT4 PLATE) SEE PLAN FOR FOOTING 4 a . 47 POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E P.T. BOT. PLATE -4ALTERNATE: 4 4° 4 5/8 DIA, ATR EPDXIED DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM FOR GARAGE DOOR AND WATER GARAGE FLOOR. PLATE @ 24" O.C. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. WALL HEADER DETAIL rQ, D FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S4 xl0" "J" BOLTS �° 24" O.C. MAX. SCALE: N.T.S. S4 SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) (D Z M — o co Z Z Q J Z Q) C 4—+ w U — w 0 f' E Vi 00 m � U'' U 111 wM c M — 8 W �8 �CN O O C _ �►_00 (n CLO Ly Y o < 0 U*)) 0q v A ' N C•B•D•C 'i B Do nj `I • p fV N4 1 II•� t� ,__ COX H�� .18 t •'••• 06 . LLW 1 o�"�F09`' Sa pfi N= ffiitttty''fo To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z o O.2n �U-,Mg M QU-)-gypLn a V) Ln Q U_ F. CL . cYi 11211� V 00 Q � � Z �� W d' �Z �Q Za E� wzQ zLzu � J a� ' 9 z U = U) U O'; Nab w do W a Q ^ $LL Z Z f s o J r-I U.j a z z $$ *k On � Z _ �0 ` ujuj 0 SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 O SHEET NO. S4