36077 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 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS MAX PROPER INSTALLATION 8„ � DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS9\1 1 X 4 X 4 ` #5 REBAR TYP, ' (TYP,) 3/4 PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1 X 4 3-1/4" LONG X 3/16")U7. FURRING a TAP O X 3" LONG FURRING 3/16 0 X 3-112 LONG TAPCONS FURRING #5 REBAR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W1 8d O.C. ROWS STAGGERED 4 ' TAPCON. INTO STAGGERED @ 16 TAPCONS STAGGEREDL1X8 2X8 (TYP,) ` ' BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16" O.C. 2-Rows INTO 41, PER MANUFACTURE MASONRY THROUGH 1-1/2" DETAIL MASONRY THROUGH �� 3 DETAIL STD. 90 ` D. 90" HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" X 3 -1/2° METAL SEAT PLATE TAPCON @ 16" �� O.C. & 4 FROM 1X4 P.T. 3/16 x 3 -1/2 DOOR JAMB (REFER 1/2 DRYWALL NOTE: DOOR JAMB (REFER EACH END W/ MIN 2" EDGE DIST. DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR[-1X4 ( TO SHT. SDW2-K1 CONN. DETAIL ` LAP SHEATHING TO BOTTOM OF BAND TO SHT. SDW2-K1 JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 J FURRING _ 11 2X8 P.T. WITH 3116 0 X 3 � ±211 NOTC EEI @ FIRST COURSE USP HGAM10 12" O.C. w/4-SDS @ 1/4x1 1/2" SCREWS INTO BAND LONG TAPCONS 2X8 P.T. 2X8 ` 2x P.T. AS REQ'D STAGGERED @ 16" O.C. ` JOIST & (4) 3/16"xi-3/4" WEDGE 2x DETAIL 21 /4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL t5^ NOTCH WEB AT THE FIRST 2 COURSES BOLTS INTO K.O. BLOCK BUILDOUT a@ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. _ 1890 #FOR 2 STRAPS FILL 1st 4COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID w/GRouT ir 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS e 1 X4 FURRING SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS USP RT16M W/ 8 NA11 NAILS & 6 x 24"' O O T' • ' BLOCK HEADER TAPCONS a 1/2 DRYWALL (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x * NAILS AND 8d NAILS AT 8„ O.C. AT BUCK �„ „ (4) X 1 WEDGE BOLTS [ (1) STRAP =1225 # ^ 2 x 8 45 DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE .: ;,;• 4 , '! :` `:` > ;: (2) STRAPS 2450#]) `; BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION ; �:. ;,;;::;-,-:• .. 7/16° OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. IN PLACE BEAM CONTACT ENGINEER RECORD FOR FURTHER NSTRUCTIONS. " " ' � • •;"' � %' •� I SCRIBE NOTCH FACE OF ARCH W/ (3)10d NAILS !-� BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. AT EA. END RETROFIT TRUSS DETAIL ovERHAN :' '. •.+'. � N.T.S. :• INSTALL WDW. SCREW ANCHOR- 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 RETROFIT WALL OVERHANG DETAIL (NTS) 4" MIN. OF BRACE A 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU � TRUSS AS SHOWN FOR O.H. UP TO 2-6" FOR OVERHANGS BETWEEN 3/4"T01 1/2" 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 4%' WOOD NOTE: FOR OVERHANGS LESS THAN 314" - NO REPAIR REQ'D. 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY XO (2)10d NAILS @ 8" O.C. �FRygN TO TRUSS TOP CHORD ARCH DETAIL J WALL USE (3)1/4" X 31/2" TAPCONS AT 16" SCALE: N.T.S. SS 12 + FNC'Ty PLYWOOD SHEATHING + + 1-�� 5�-O�� JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + + INISH FLOQJR 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (11/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT > Q ; o.. �1/4" MAX it 2-0 8 " TRUSS + SOFFIT + _ ° . n- a . n p #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + + �" ° .• 4 ; b CENTERED W/ BLKG. &BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP r . s —IN ° TOP c 1 1 X4 FURRING EACH TRUSS e ; ' KNOCKOUT / c� CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) « CONNECTOR s' . — MONO FOOTING ' .° a.:. e ° VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" TAPCON AT EA. SIDE BUCK- (1) WITHIN 4" 12d NAILS BY SEE LINTEL7 LINTEL SIZE AND REINF. PER PLAN AND SECTION DETAILS JACK TRUSS PROVIDED SEE LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 -I e 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ARCH #2 SYP @ 24" O.C. MAX ENTER SO IT CLEAN FILL DIRT • � Z g BUILT UP PLWD. BUCK - 4'-0" SEE PLAN PRECAST LINTEL °:. °ffTANDARD SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION I #5 BAR IN ° HOOK N TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL ,. .. ,. , 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") �' ' ' o � ►. � � ►, a : •, BTWN. OSB ARCH FACES W/ (4)10d NAILS INSTALL WDW, SCREW EQUAL EQUAL WALL USE (2)114" X 31/2" TAPCONS AT 16" .; ✓ ' ' ' ' ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. . .► . .. .� . .- . ilk PER INSTALLATION DETAILS ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND B-g MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" = V-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. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. /— REINFORCING. PROVIDE LOWER -�/ D SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS ) HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3l4"X6"MIN. HOLE TYPE "S" OR 'IN". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR WI (18) - NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" ,� W.W.M. AT PERIMETER STUDS & (1) - 5/8" DIA. ALL STUDS 8" , 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 TOP WITH MIN. 3" THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. �. zo EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL REINFORCING COVER 6'-01, F.F. � 5" EMBEDMENT & 3"MIN. ` (EVERY OTHER EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LU NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° . . o THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL :.—* ;' w a A REINFORCING AS FOLLOWS: ;`"F• ?e' _116¢ 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT— 5X6' EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. :.: •; ,: -:•: e.:...... • U z * 6�� MIN. LAP SPLICE W/ •'�:•iy";�;';`:;,: •� = EXISTING FOOTING 2-#5X6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. REINFORCING PANEL p.° En, 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. 6" MIN. LAP GRADE o. p •' TTT SET BAR IN EPDXY :.:• G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE i•� ° 'Q REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. C14 o : ` TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° �"0 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.Of COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. i SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. = SCALE: 3/4 -1-0" , SCALE: 3l4„= 1-0 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. u7 Z o (0 &jj a a z Ln (D V) Q �—� w )M I) U — 0 w I— o 111 o to a U W O oM tT M 2 � M 0 U Ua) O O =0=00 Sao Y <m y� O Qo 1 B D®� N-C•BDC ,* y�\d �e •! In �afSn«„• �+�,.ucpNp _ L _ N M u3 Z 05 �€bLLL e °0 ,"0 10 PP �",//11� ' 0 0 l/81Illlt k' CO - ❑ ❑ ❑ 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 5th Edition (2014) Residential. Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z O a� i>LnMC) Q � 0 LO a U) Q L fl. al� U C 00 z < E fu Z _j0 W J �z 0 �o zaa �a ` 8 OU O �' Z Z �yy E � Z Rz� �8 Ile W N co z Lu oIn ZZ >,, o } T� Z p n3 fQ N 8 O > J V / VJ U) uj > 4Q o f- � I... Wo o 6 V Rm2 N W Z¢o¢a a Q �p � �aRo Z Z LV N Ln ill a J LIJ L Q �2W8 Q Z Z adz aU) In 0 �-i ^ _ Z ¢Z LU V% Z SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. SS