36006 Stable Wilk Ave - Laserfiche WebLink

Browse Search

1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 r1 UNACCEPTABLE INSTALLTION /2" DRYWALL * DOOR JAMB (REFER TO SHT. SDW2-K1 MAX 8" � � P.T. TO SHT. SDW2-K1 PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. TO SHT. SDW2-K1 FOR CONNDETAILFOR CONN. DETAILS . S UF FOR CONN. DETAILS 1 X 4 1 X 4 1 X 4 3/16" 0 X 3" LONG FURRING FURRING 3-1/4" LONG X 3/16" 0 FURRING TAPCONS 3/16"0 X 3-1/2" LONG TAPCONS STAGGEREDLL11X8 8 TAPCON. INTO STAGGERED @ 16" 1X8 P.T. STAGGERED @ 16" O.C. BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2-ROWS INTO MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. 31� DETAIL 3/16" x 3 -1/2" TAPCON @ 16" 1 X4 P.T. O.C. & 4" FROM 3116" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 2X8 P.T. WITH 3/16"0 X 3" FURRING 2x P.T. AS REQ'D 2X8 P.T. LONG TAPCONS 2X8 STAGGERED @ 16" O.C. 2x DETAIL 21/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL FILL SOLID BOTH CELLS #5 REB (TYP,) STD. 90 HOOK t I t5" NOTCH WEB AT FIRST 2 COURS ` (TYP.) #5 REBAR ('TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AR ` ' AND NAILED W/ 8d COMMON 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED 6" O.C. EDGES AND 12" O.C. FIELD " ` `51 D. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: --JLJIL LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ' t2" NOTC %@ FIRST COURSE ` USP HGAM10 @ 12" O.C. w/4-SDS 1141 1/2* SCREWS INTO BAND THE JOIST & (4) 3/16"x1-3/4" WEDGE ES ' ` BOLTS INTO K.O. BLOCK FILLED CELL PER BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FOUNDATION PLAN FILLED CELL INSTALLATION H SCALE: N.T.S. SS RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1890 # FOR 2 STRAPS FILL 1St4 COURSES EMBEDMENT INTO EI 1/4" MAX Z_p• 8" 1-PLY PRE-ENGINEERED TRUSS SOLID W/GROUT .+ 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4"TAPCONS BLOCK HEADER ARCH BLKG. & BUCK USP RT16M W/ (8) NA11 NAILS & (6)" x 2" TAPCONS 1/2"DRYWALL * (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) .;= 10d NAILS x 1? NAILS AND 8d NAILS AT 8 O.C. AT BUCK LEAVE A CUT OUT IN O.S.B. ON THE (4) 4" X 1" WEDGE BOLTS [ (1) STRAP =1225 # , 2 x 8 45" DIAGONAL (4)10d NAILS INTO (2) ST BRACE(S) 2 x 8 BRACE/ BLKG. ALLOW 2450#]) INSIDE TO FOR INSULAT ION `-. `>:: ' ```' "'''' TO BE INSTALLED 7/16" OSB BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR - IN PLACE BEAM CONTACT ENGINEER OF RECORD FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. .« •` SCRIBE (NOTCH) FACE OF ARCH W/ (3) 10d NAILS OVERRAN BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN •. INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF RETROFIT WALL OVERHANG DETAIL (NTS) INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 11/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4Y2" WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR READ. SCREWS @ 16" O.C. MAX. OR IF MASONRY k (2)10d NAILS @ 8" O.C. ARCH DETAIL i 4 MAx RAD WALL USE (3)1/4" X 31/2" TAPCONS AT 16" °�FRygN TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 _ + + FyOTiy PLYWOOD SHEATHING 1 �_Ot� 51-0" JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN + + 2x6 #2 SYP @ 24" O.C. + 2 x 8 BUCK - CONNECT TO BLOCK SECTION ROOF SHEATHING ATTACHED + + BLOCKING AS ° INISH FLO WITH 1l4" x 31/4" TAPCON (1 1/4" MIN. B-B + REQUIRED P EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT ► s 6. . 14" MAX • TRUSS + °' ► #5 BAR 2-0 8 SOFFIT ► :'► BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILSIIN + + D' �" ° . ► e : ° CENTERED W/ 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP ... ► ° '► 99 IN TOP c EACH TRUSS _ , # ; KNOCKOUT / 64 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END CHAIR BLOCK PROVIDE 2x CONNECTOR PROVIDE (2) MIN. CONT. W/ (3) PROVIDE 2 x 8 DIAG. BRACE B � MONO FOOTING ' VERT. BRACES WHEN HGT. OF N TAPCON AT EA. SIDE 12d NAILS SIZE AND REINF. PER PLAN •° e, ' je. BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SEE LINTEL AND SECTION DETAILS -1v- -E LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 SCHED. _ 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" DIRT z CLEAN FILL .► A. ° TO BE INSTALLED O.C. ENTER SO IT 6 4'-0" MAX SEE PLAN e BUILT UP PLWD. BUCK - PRECAST LINTEL a ffTANDARD c 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ' HOOK N SCRIBE (NOTCH) BACKSIDE . TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%' WOOD 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY FOR OVER HANG FILLED CELL _ EQUAL EQUAL 4' MAX. RAD. (MAX. 4'-0") • , � • � �' • � �' � • INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" • , ' , 16. THRU OSB INTO 2 x 8K�K O.C. ,, ANCHOR INTO ARCH BLKG. r' �• ` `�' •• ` `r .• � �.� . � r .• STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-g ARCH DETAIL SECTION @ ENTRY L SECTION @ROOF EXTENSION M REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" =1'-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = T-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE HOOKED DOWEL TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP SEE SHEET D2 AND DRILL 3/4"X6"MIN. HOLE FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 p. PANEL MORE INFO SET BAR IN EPDXY R REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT16 W/ (18) -16d NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETESTUDS & (1) - 5/8" DIA. ALL COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4' EXPANSION BOLT (2 WHERE THIS CONDITION #5X6' EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS THREAD ROD EPDXIED W/Cr IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" N "SET' EPDXY MIN. t \ z 5" EMBEDMENT o EXISTING BOND BEAM SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER P COVER 6�_0• EMBEDMENT & 3" MIN. OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP F F EDGE DISTANCE ` LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE FILL CELL FULL HEIGHT WI U THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL _ LU "' NON SHRINK GROUT. REINFORCING AS FOLLOWS: _ _' ` SEALANT — — U_o- 1 •...,.,._, . a. _ ,. * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. _ - '��•''' `=_� `"'� 5X6' EMBEDDED INTO 6' J.MIN. LAP SPLICE W/ e ' v Z * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ' - - y:.; -'.,j,¢ EXISTING FOOTING 2-#5X6' IN CONC. SMOOTH. DO NO FURROW. REINFORCING PANEL � .i,'"+'"•"• t-=- ° p.° : � \ N N " " FILLED CELL DRILL 3/4 X6 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. - ` .:';.t I' 6' MIN. LAP GRADE : >. p o SET BAR IN EPDXY _ ° ,... G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE M NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. g H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEALANT TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE �.a ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16"MIN. COVER EA. WAY 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN A SECTION EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP 1 SCALE: N.T.S. MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4 -1-0„ SCALE: 3/4 -1-0„ FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. U u, Z Cl) — o z� Z <C W u' ---J w U — 0 w E tt /^ V / � (� 0 O M m U mM w —8 ■ Of M M `°_0 0N 00 = ai LL00 cd Qom, Noo v Qo A ' B Do N C B�D.0 F a3 =0 f®f Z • W q� a•: W � ^' z�z o a ¢ N z- d Z � � F C m \ W a 4r ej•Cr�f � .r3 a i Tl !�� To the best of the Engineer's kno;;1eTFgF.9 rmation, 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�I� i>i M O Q eJ f0 Ln cn •� �- IZ Q LL OL M ao Q U fl" 00 z zz WJ C:) J 0, W� zn fa �zgo �oW� OR W, r--I uj © oZ zz �o a O a ,n 3 M M O > o fu ��o UCo2 N w 0 Z oa Q oW Z r1j fV 12, 2z J ri LL! o z [i- M Q Q Z LU a�z Z F— w a vZ z o ^ g = ¢ 2 �-, —1 a to SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. SS