Laserfiche WebLink
9 <br />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 />, <br />UNACCEPTABLE INSTALLTION <br />DOOR JAMB (REFER P T <br />TO SHT. SDW2-K1 <br />TO SHT. SDW2-K1 To SHT. SDW2-K1 <br />FOR CONN. DETAILS <br />PROPER INSTALLATION MAX. 8" <br />` DO NOT DO THIS <br />' <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />1 X 4 <br />1 X 4 <br />` #5 REBAR P, <br />(TY <br />) ' <br />3!4"PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d 4" <br />1 X 4 <br />3-1/4" LONG X 3/16"0 FURRING <br />3/16"� X 3" LONG FURRING 3/16 0 X 3-1/2 LONG <br />" " <br />FURRING <br />#5 REBAR <br />� <br />AND NAILED W/ 8d COMMON @ <br />6 O.C. EDGES AND 12 O.C. FIELD <br />" <br />@ <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />TAPCONS TAPCONS STAGGERED <br />STAGGERED @ 16" " <br />ZX8 <br />�P') <br />BLOCK@ SPACING „ <br />1 DETAIL <br />O.C. 2-ROWS INTO iX8 P.T. STAGGERED @ 16 O.C. <br />2-ROWS INTO <br />1X8 <br />2x BAND JOIST W/ FACE NAIL 1Od <br />PER MANUFACTURE <br />MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH �� <br />3 DETAIL <br />STD. 90^ <br />. <br />D. 90 HOOK (rYP.) <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1 x8 P.T. 1 x8 P.T. & 2x8 P.T. <br />FILL SOLID <br />BOTH CELLS <br />HOOK (TYP.) <br />FACE NAILS 10d @TRUSS VERT. <br />WEB <br />TAPCON @ 16" <br />METAL SEAT PLATE <br />1X4 P.T. <br />NOTE: <br />O.C. & 4" FROM <br />3/16" x 3 -1/2" DOOR JAMB (REFER <br />1 X 4 1/2" DRYWALL <br />LAP SHEATHING TO <br />DOOR JAMB (REFER EACH END W/MIN <br />TO SHT. SDW2-K1 2"EDGE EDGED <br />TAPCON TO SHT. SDW2-K1 FOR <br />DOOR JAMB REFERVE <br />( <br />TO SHT. SDW2-K1CONN. DETAIL <br />` <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />1 oa @ 12° O.C. <br />1 X 4 <br />; <br />— — — — — J <br />FURRING"o <br />2X8 P.T. WITH 3/16"0 X 3" <br />LONG TAPCONS <br />' t2" <br />NOTC <br />F� @ FIRST COURSE <br />USP HGAM10 @ 12" O.C. w/4-SDS <br />1/4x1 1/2" SCREWS INTO BAND <br />2x P.T. AS REQ'D <br />.. STAGGERED @ 16" O.C. <br />' <br />` <br />JOIST & (4) 3/16"xi-3/4" WEDGE <br />BOLTS INTO K.O. BLOCK <br />2x DETAIL <br />21 /4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL <br />t5„ <br />NOTCH WEB AT THE <br />FIRST 2 COURSES <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />FILLED CELL PER <br />FOUNDATION PLAN <br />FILLED CELL INSTALLATION <br />le <br />H <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. <br />SS <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. <br />INFO SCALE: N.T.S. <br />SCALE: N.T.S. <br />SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />SECTION <br />UPLIFT CAPACITY = 945 # FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />A <br />-A <br />=1890 # FOR 2 STRAPS, <br />-FILL t4 <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />•. SOLID OUTES <br />Z-0" <br />8" <br />1-PLY PRE-ENGINEERED TRUSS <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. &BUCK <br />1/4" x 31/4" TAPCONS <br />USP RT16M W/ (8) NA11 NAILS & (6) �' x 2T" <br />BLOCK HEADER <br />- TAPCONS <br />1/2" DRYWALL * <br />(IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) <br />NAILS x 1? NAILS AND <br />•' <br />8d NAILS AT 8" O.C. AT BUCK10d <br />(4) T" X 1 t WEDGE BOLTS [ (1) STRAP =1225 # <br />2 x 8 45 DIAGONAL (4)10d NAILS INTO <br />LEAVE A CUT OUT IN O.S.B. ON THE <br />, <br />(2) STRAPS 2450#]) <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 <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <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 />IN PLACE BEAM <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. :'' .. ' 'r: •. •• <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 .•:y <br />�' •� °' <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 <br />PROVIDE TAPCON WITHIN <br />RETROFIT WALL OVERHANG DETAIL <br />(NTS) <br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />4" MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <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 />NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REO-D. <br />START OF ARC <br />IF TRUSSES USED) W/ (3) #6 X 4%' WOOD <br />ARCH DETAIL <br />J <br />4 MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />WALL USE 1/4' X 31/2" TAPCONS AT 16" <br />x 0 <br />�FRygN <br />NAILS @ 8" O.C. <br />TO TRUSS <br />TO TRUSS TOP CHORD <br />(3) <br />SCALE: N.T.S. <br />SS <br />O.C. 12 <br />+ <ENOr <br />N PLYWOOD SHEATHING <br />11-011 5�_p�� <br />JACK TRUSS PROVIDED BY SEE <br />+ + <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />+ + <br />+ <br />INISH FLO Ql <br />2 x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ <br />BLOCKING AS <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />>, e ' e '•4, <br />/4" MAX EMBEDMENT INTO ) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />° • ° e.. <br />#5 BAR <br />2'-0" 8" <br />TRUSS <br />+ SOFFIT <br />iD ► 1-0„ �' <br />BLOCK HEADER SOLI T TOP BTWN. ARCH <br />NAILS <br />(2X6 <br />+ <br />+ <br />9 e <br />RED W/ <br />1 X 4 FURRING & BUCK <br />TO USP RT3A <br />2X4 SYP <br />° • • '4 <br />' <br />N TOP Q <br />KNOCKOUT / i-4 <br />EACH TRUSS <br />e d : <br />- •• •" ° <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. W/ (2 <br />� <br />= <br />CHAIR BLOCK <br />NAILS AT EA. ENDD <br />PROVIDE 2x <br />CONNECTOR <br />- d <br />MONO FOOTING - • a s• <br />PROVIDE 2 x 8 DIAG. BRACE B <br />PROVIDE (2) MIN. <br />CONT. W/ (3) <br />_ , •:. .• <br />SIZE AND REINF. PER PLAN <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />12d NAILS <br />SEE LINTEL <br />AND SECTION DETAILS -I <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4" <br />JACK TRUSS PROVIDED BY <br />SCHED. <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />CLEAN FILL • ° e <br />2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />EENTER SO IT <br />.► • <br />DIRT <br />Z <br />TO BE INSTALLED <br />2 <br />BUILT UP PLWD. BUCK - <br />'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />° <br />° <br />STANDARD c <br />N <br />SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />a <br />#5 BAR IN <br />90' HOOK <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4%' WOOD <br />FOR OVER HANG <br />FILLED CELL •- •• • <br />8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />START OF ARC <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'-0") <br />.: . • - ' ' <br />INSTALL WDW, SCREW --"""BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL <br />CREW <br />4' R'°`D <br />WALL USE (2) 1/4' X 31/2" TAPCONS AT 16" <br />•° <br />THRU OSB INTO 2 x 8 <br />ANCHOR INTO ARCH BLKG.K"K <br />O.C. <br />PER INSTALLATION DETAILS B-g ARCH DETAIL <br />SECTION @ ENTRY rL <br />SECTION @ROOF EXTENSION M <br />STEMWALL FOOTING SIZE AND <br />REINF. PERLAN AND STEMWALL <br />MONO TO STEMWALL FOOTING <br />SCALE: N.T.S. SS <br />SCALE: 3/4" = V-0" SS <br />SCALE: 3/4" = V-0" SS <br />SCALE: 3(4" = V-0" <br />SECTION DETAILS <br />GLASS BLOCK INSTALLATION NOTES <br />NOTE: IF RETROFIT FILLED CELL CONDITIONS <br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <br />EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD <br />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <br />FOR ADDITIONAL INSTRUCTION. <br />EXTENDS TO SILL. <br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <br />MASONRY WALL. SEE PLAN FOR <br />EXISTING BOND BEAM. <br />REINFORCING. PROVIDE LOWER <br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS <br />HOOKED DOWEL <br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE <br />SEE SHEET D2 AND <br />DRILL 3/4"X6" MIN. HOLE <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 />SET BAR IN EPDXY <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS <br />ANCHOR <br />HTT16 W/ (18) -16d NAILS TO <br />CAP TO PREVENT LEAKAGE <br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />W.W.M. AT PERIMETER <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. <br />1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />#5 BARS <br />STUDS & (1) - 5/8" DIA. ALL <br />THREAD ROD EPDXIED W/ <br />} <br />#5X6' EMBEDDED INTO <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />9 ga. PANEL PER ANCHOR) <br />T IN. 3" OCCURS <br />TOP WITH MIN. 3" <br />SIMPSON "SET" EPDXY MIN. <br />a <br />z <br />z0 <br />EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />COVER " <br />6 <br />EMBEDMENT & 3" MIN. <br />` <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHEREDGE <br />-0 F.F.5" <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) EXPANSION STRIP <br />DISTANCE <br />U- <br />w NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 61NCHES WHENEVER IT IS NECESSARY TO USE MORE <br />,• ' .. <br />p <br />c> <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />_ <br />o o e <br />v <br />a A <br />REINFORCING AS FOLLOWS: <br />a 1 <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />;;✓ -';. SEALANT <br />: pp <br />g <br />* PRESS PANEL REINFORCING INTO PLACE. <br />;.:.' <br />= <br />U <br />5X6 EMBEDDED INTO <br />z <br />6" MIN. LAP SPLICE W/ <br />e e — I- <br />� <br />� EXISTING FOOTING <br />245X6' IN CONC. <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />cai� <br />in <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />. =s h..:; _,"'., -: ,:' <br />e.° <br />N <br />DRILL 3/4"X6" MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />:`; <br />GRADE e. v - <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />p • ° <br />^,. O <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />N ° ' •e <br />\ <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />M z <br />' <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <br />v <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />, ° <br />�"o <br />;4" SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />GLASS BLOCK DETAIL <br />\ t (2) #5 REBAR. MIN. 3" <br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE <br />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 <br />16" MIN. COVER EA. WAY <br />A SECTION <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 SCALE: 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 />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: <br />N.T.S. <br />INSTALLATION OF GLASS BLOCK. <br />I __T_T I ; T1 I l .+Vlrll l6 d8dWil l :fE 11114 L L.- 1, lim 11, d ! i �I <br />.a <br />1 <br />