Laserfiche WebLink
DOOR JAMB (REFER 1X4 1/2" DRYWALL <br />DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER <br />1 X 4 1/2" DRYWALL <br />� UNACCEPTABLE INSTALLTION <br />� <br />TO SHT. SDW2-K1 P.T. <br />TO SHT. SDW2-K1 <br />TO SHT. SDW2-K1 FOR CONN. DETAILS <br />MAX. <br />PROPER INSTALLATION <br />8" DO NOT DO THIS <br />' <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />FOR CONN. DETAILS <br />"EM-1 X 4 <br />FOR CONN. DETAILS <br />1 X 4 <br />1 X 4 <br />(TYP) <br />#5 REBAR P, <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />3-1/4" LONG X 3/16" 0 FURRING <br />3/16"0 X 3" LONG FURRING 3/16"fd X 3-1/2" LONG <br />FURRING <br />#5 REBAR ` <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />2X BOTTOM PLATE W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />TAPCONS TAPCONS STAGGERED <br />STAGGERED IN 16 <br />2Xg <br />(TYP,) <br />` <br />' <br />BLOCK@ SPACING �� <br />1 DETAIL <br />1X8 P.T. STAGGERED @ 16" O.C. <br />O.C. 2-ROWS INTO 2-ROWS INTO <br />1X8 <br />PER MANUFACTURE <br />MASONRY THROUGH n <br />1-1 /2 DETAIL MASONRY THROUGH 3't DETAIL <br />D. 90° HOOK (TYP.) <br />STD. 90^ ` <br />2x BAND JOIST W/ FACE NAIL 10d <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. <br />FILL SOLID <br />BOTH CELLS <br />HOOK (TYP.) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />3/16 x 3 -1/2" <br />TAPCON @ 16°]OIL <br />1X4 P.T. <br />METAL SEAT PLATE <br />O.C. & 4" FROM <br />3/16" x 3 -1/2" DOOR JAMB (REFER <br />1 X 4 1!2" DRYWALL <br />NOTE: <br />DOOR JAMB (REFER EACH END W/ MIN <br />DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR <br />LAP SHEATHING TO <br />T <br />TO SHT. SDW2-K1 2" EDGE DIST. <br />TO SHT. SDW2-K1 CONN. DETAIL <br />` <br />BOTTOM BAND <br />JOIST TYPICAL <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS 10d @ 12" O.C. <br />1 X 4 <br />FURRING <br />2X8 P.T. WITH 3/16"0 X 3" <br />t2 „ <br />NOTC @ FIRST COURSE <br />SIMPSON HGAM10KTA @ 12" O.C. <br />2X8 P.T. LONG TAPCONS <br />2X8 <br />' <br />2x P.T. AS REQ'D <br />STAGGERED @ 16 O.C. <br />�� <br />' <br />` <br />INTO BAND JOISTD& 4C1REWS <br />/4'x2 3/4" <br />2x DETAIL <br />11 <br />21 /4 DETAIL 2-ROWS INTO MASONRY 3-1 /4 DETAIL <br />±5" <br />NOTCH WEB AT THE <br />FIRST 2 COURSES <br />TITEN INTO K.O. BLOCK <br />I <br />BUILD UT @ OVER SIZE DOOR <br />-WINDOW ROUGH PENINGS CC <br />FIL LED CELL PER <br />SCALE: N.T.S. <br />FOUNDATION PLAN FILLED CELL INSTALLATION <br />H <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SS <br />SCALE: N.T.S. <br />SS <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. <br />2X8 P.T. BUCK -CONNECT TO BLOCK <br />SECTION <br />UPLIFT CAPACITY = 805 # FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />A <br />-A <br />=1610 # FOR 2 STRAPS <br />FILL 1st 4COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />8" <br />SOLID W/GROUT <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />1/4" x 31/4" TAPCONS <br />1 PLY PRE-ENGINEERED TRUSS <br />BLOCK HEADER ARCH BLKG. & BUCK <br />SIMPSON HM9KT W/ (4)1/4"x1 1/2" SDS <br />1/2" DRYWALL * <br />TRUS <br />S <br />SC2 PLY I S(TALL,SIMPSON GT2WW/ (6) d <br />8d NAILS AT 8" O.C. AT BUCK <br />SINKERS AND (7) 1/4"X2 1/4" TITEN = 2150 #) <br />, . .. <br />2 x 8 45" DIAGONAL (4)10d NAILS INTO <br />LEAVE A CUT OUT IN O.S.B. ON THE <br />BRACE(S) 2 x 8 BRACE/BLKG. <br />INSIDE TO ALLOW FOR INSULATION <br />. <br />7/16" OSB <br />TO BE INSTALLED <br />BOND BEAM OR CAST IN PLACE BEAM <br />FOR OVERHANGS BETWEEN OVER 1 <br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR <br />POLY CELL IN THIS AREA <br />2 x 8 45 DIAGONAL BRACE AT EA. <br />CONTACT ENGINEER OF RECORD FOR <br />OR <br />FURTHER INSTRUCTIONS. ' <br />SCRIBE (NOTCH) <br />FACE OF ARCH W/ (3)10d NAILS <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 <br />AT EA, END <br />RETROFIT TRUSS DETAIL <br />OVERHAN L <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />DW. SCREW 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />ANCHOR --'ARCH <br />PROVIDE TAPCON WITHIN <br />INTO ARCHINSTALL <br />BL G PER FACES W (4)10d NAILS THRU OSB INTO 2 x 8 <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />DETAILS A <br />4 MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />INSTALLATION -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR <br />THRU <br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6" <br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF <br />ARCH <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />START OF ARC <br />IF TRUSSES USED) W/ (3) #6 X 4%" WOOD <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. <br />4' MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />x OV (2)10d NAILS @ 8" O.C. <br />FRHgN <br />ARCH DETAIL <br />i <br />WALL USE (3)1/4" X 31/2" TAPCONS AT 16" <br />TO TRUSS TOP CHORD <br />SCALE: N.T.S. <br />SS <br />O.C. 12 <br />+ CFj�G <br />TN PLYWOOD SHEATHING <br />�� 1- 11 <br />11- 0 5 0 <br />JACK TRUSS PROVIDED BY SEE <br />+ <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />+ + <br />+ + <br />INISH FLO <br />2 x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ + BLOCKING AS <br />° <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />> ► ' ► <br />EMBEDMENT INTO ) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />a <br />1/4" MAX <br />� <br />* <br />Z-0" 8" <br />TRUSS + SOFFIT <br />+ <br />►: <br />° ► . ► 4 ► #5 BAR <br />BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />+ <br />p 1'0n • D. ► ° . ° CENTERED W/ <br />BLKG. & BUCK <br />2X6 TO 2X4 H2.5A W/ 00) <br />2X4 SYP ... <br />► • °► IN TOP o <br />1 X 4 FURRING <br />8d NAILS <br />EACH TRUSS <br />. d .' ' KNOCKOUT / N <br />— — ; ° CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d= <br />NAILS AT EA. END <br />PROVIDE 2 8 DIAG. BRACE B <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ (3) <br />CONNECTOR ' �• <br />MONO FOOTING •i ' ' ►" <br />x <br />SIZE AND REINF. PER PLAN ;' <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />12d NAILS <br />SEE LINTEL <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4" <br />JACK TRUSS PROVIDED BY <br />SCHED. <br />AND SECTION DETAILS <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />- ° <br />2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SO IT <br />CLEAN FILL <br />b • Z <br />TO BE INSTALLED <br />JDIRT <br />BUILT UP PLWD. BUCK - <br />- ' MAXSEE PLAN <br />PRECAST LINTEL% <br />° STANDARD ° <br />e'. Q <br />SCRIBE NOTCH 7116" OSB ARCH PANEL <br />(NOTCH) BACKSIDE <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />#5 BAR IN ° 90r HOOK N <br />TO FIT ARCH CONNECT W/ <br />START OF ARC <br />IF TRUSSES USED) W/ (2) #6 X 4%" WOOD <br />FOR OVER HANG <br />FILLED CELL <br />�L, <br />8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />4 MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'-0") <br />, s v L , L, �• J . , "L, <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL <br />INSTALL WDW, SCREW <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />,� <br />•, '• , �• <br />, '• ' ' ,• , ' f , <br />THRU OSB INTO 2 x 8 <br />O.C. <br />ANCHOR INTO ARCH BLKG. <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS 13-13 ARCH DETAIL K <br />SECTION @ENTRY rL <br />SECTION @ROOF EXTENSION M <br />REINF. PERLAN AND STEMWALL <br />SCALE: N.T.S. <br />SS <br />SCALE: 3/4" =1'-0" SS <br />SCALE: 3/4" =1'-0" SS <br />MONO TO STEMWALL FOOTING SECTION DETAILS <br />SCALE: 3/4" =1'-0" <br />GLASS BLOCK INSTALLATION NOTES <br />NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, <br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <br />CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. <br />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <br />EXTENDS TO SILL. <br />EXISTING BEAM. <br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <br />MASONRY WALL. SEE PLAN FOR <br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS <br />REINFORCING. PROVIDE LOWER <br />HOOKED DOWEL <br />DRILL 3/4"x5" MIN. HOLE SET BAR IN <br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE <br />SEE SHEET D2 AND <br />EPDXY CAP TO PREVENT LEAKAGE <br />TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE <br />EXPANSION STRIP <br />FLOOR PLAN FOR <br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT <br />20 ga. PANEL <br />MORE INFO <br />TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS <br />ANCHOR <br />SIMPSON HTT4 W/ (18)10d x 1 <br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") <br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />"SQUEEZED" <br />W.W.M. AT PERIMETER <br />1/2" NAILS TO STUDS & (1) - <br />COURSES TO PREVENT THE MORTAR FROM BEING OUT. <br />1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />(1) #5 BARS CONT. <br />5/8" DIA. ALL THREAD ROD <br />#5x6' EMBEDDED INTO EXISTING BOND BEAM <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />PER ANCHOR <br />9 a. PANEL ) <br />OCCURS <br />TOP WITH MIN. 3" <br />EPDXIED SIMPSON "SET" <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />COVER g'_p� <br />N. <br />EPDXY MIN. 6" EMBEDMENT & ` . <br />0 <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />F F <br />3" MIN. EDGE DISTANCE <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) EXPANSION STRIP <br />v NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />— <br />e <br />0 <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />X <br />► <br />J A <br />REINFORCING AS FOLLOWS: <br />4.► <br />0 <br />< Cn 1 <br />' PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />g <br />#5x6' EMBEDDED INTO <br />' PRESS PANEL REINFORCING INTO PLACE. <br />6" MIN. LAP SPLICE W/ <br />► <br />EXISTING FOOTING (2) #5x6' IN CONC. <br />' COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />e ► ° <br />. \ <br />N <br />DRILL <br />DRILL 3MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />_ <br />GRADE ►. ► <br />IIUD <br />N <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />p . <br />e <br />O <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE NOTE: <br />� e ► <br />\ \ <br />REMAIN FREE OF MORTAR. <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <br />r \ <br />\ <br />` <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />0 ► <br />\ <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />4" SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />GLASS BLOCK DETAIL <br />► <br />#5 REBAR. MIN. 3„ <br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE <br />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 <br />C <br />16"MIN. COVER EA. WAY <br />SECTION <br />WEDGES <br />A <br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN <br />EXISTING FOOTING <br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. <br />1 ALE: N.T.S. <br />J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE <br />SECTION AT DEEP MONO FOUNDATION <br />RETROFIT FOR MISSING MSTAM STRAP <br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. <br />RETROFIT FILLED CELL DETAIL <br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. <br />" = <br />SCALE: 3/4 1-0 <br />SCALE: 3!4„= 1 ,-0„ <br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR <br />SCALE: N.T.S. <br />INSTALLATION OF GLASS BLOCK. <br />z M <br />z� <br />z�E3a <br />Cn C9 <br />N <br />4—' Lu <br />r o <br />�V — <br />0 Lu <br />�N <br />� <br />Cal <br />� <br />w <br />M <br />U <br />� <br />C <br />¢ rn <br />� <br />L v <br />AN <br />,. <br />C, 1 • <br />Y, ,� <br />' LLU) <br />eh <br />q <br />Z. . <br />LLZ r <br />d: <br />�0`."'E. <br />To the best of the Engine4WiJylowleAgNinl ation 1R <br />belief, the structural plans an N F t111 n bFhi within these drawings comply wit 1F1� IbFftfa <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />1t <br />O <br />z N <br />0 n <br />05 M O <br />M <br />Q V 'p Ln <br />a � <br />� L � <br />a2 I° Ln <br />F' a . M <br />Q U �00 <br />z§ ra <br />WJ <br />two <br />d- <br />�a <br />b4do, <br />aJ <br />T--1 <br />� Z <br />z <br />OC <br />Q) <br />I.ri <br />L <br />U <br />= <br />¢ <br />H <br />PRE <br />0 <br />o <br />J <br />-�, <br />W <br />p,-i <br />O:ZI <br />Q <br />z <br />w <br />� <br />� <br />LA <br />u.i <br />Q <br />z <br />iii <br />2 <br />z <br />N <br />co <br />O^ <br />� <br />` <br />g <br />,-4 <br />SCALE : AS NOTED <br />DATE : 4/12/2018 <br />TECH: M)AM ES <br />VERSION NO 10 <br />SHEET NO. <br />�� <br />w <br />2 <br />