Laserfiche WebLink
—L 3 <br />1X4 1/2" DRYWALL <br />1/2" DRYWALL DOOR JAMB REFER <br />DOOR JAMB (REFER 1 X 4 ( <br />—1 X 4 1/2" DRYWALL <br />UNACCEPTABLE INSTALLTION <br />, <br />DOOR JAMB (REFER <br />TO SHT. SDW2-K1 P.T. <br />TO SHT. SDW2-K1 TO SHT. SDW2-K1 <br />PROPER INSTALLATION MAX. 8" DO NOT DO THIS <br />` <br />' <br />2"x BOT. PLATE W/ (2) 10d @ 6" O.C. <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS 1 X 4 FOR CONN. DETAILS <br />1 X 4 <br />` #5 REBAR (TYP,) ' <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X PLATE 8d <br />3/16" 0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG <br />FURRING <br />#5 REBAR ` <br />' <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND FIELD <br />BOTTOM W/ @ <br />O.C.,, ROWS STAGGERED 4" <br />3-1/4" LONG X 3/16"m FURRING <br />TAPCONS <br />p <br />m' J <br />12" O.C. <br />TAPCON. INTO <br />TAPCONS STAGGERED <br />STAGGERED @ 16" <br />2X8 <br />BLOCK@ SPACING „ <br />1 DETAIL <br />1X8 P.T. STAGGERED @ 16" O.C. <br />O.C. 2-ROWS INTO 2-ROWS INTO2x <br />1X8 <br />BAND JOIST W/ FACE NAIL 1 d <br />PER MANUFACTURE <br />MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH <br />3 <br />�� <br />DETAIL <br />STD. 90" ` <br />D. 90° HOOK (TYP.) <br />@TOP & BTTM CHORD, AND (8j <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 1 Od @ TRUSS VERT. <br />WEB <br />3/16" x 3 -1/2" <br />TAPCON @ 16" <br />METAL SEAT PLATE <br />„ <br />1X4 P.T. <br />NOTE: <br />O.C. & 4 FROM <br />3l16 x 3 -1/2 DOOR JAMB (REFER <br />1 X 4 1/2' DRYWALL <br />or <br />LAP SHEATHING TO <br />DOOR JAMB (REFER EACH END W/MIN <br />DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR <br />( <br />` <br />BOTTOM OF BAND <br />TO SHT. SDW2-K1 2" EDGE DIST. <br />TO SHT. SDW2-K1 CONN. DETAIL <br />JOIST TYPICAL <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS 10d @ 12" O.C. <br />1 X 4 <br />J <br />FURRING <br />2X8 P.T. WITH 3/16"0 X 3" <br />' t2" <br />NOTC @ FIRST COURSE <br />USP HGAM10 @ 12" O.C. w/4-SDS <br />INTO BAND <br />"4 <br />LONG TAPCONS <br />2X8 P T <br />2X8 <br />2x P.T. AS REQ'D <br />STAGGERED @ 16" O.C. <br />\-NOTCHWEBATTHE <br />JOIST & 3/R16"x1S--3/4" WEDGE <br />2x DETAIL <br />2 1 /4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL <br />+5A <br />F RST 2 COURSES ' <br />` <br />BOLTS INTO K.O. BLOCK <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />FILLED CELL PER <br />FOUNDATION PLAN <br />FILLED CELL INSTALLATION <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. 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.A <br />=1890 # FOR 2 STRAPS <br />FILL 1st4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />2'-0" <br />8" <br />1-PLY PRE-ENGINEERED TRUSS <br />SOLID w/GRouT <br />,r <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />1/4" x 3 1/4"TAPCONS <br />USP RT16M W/ (8) NA11 NAILS & (6)" x 24" <br />BLOCK HEADER ARCH BLKG. &BUCK <br />TAPCONS <br />...: <br />1/2" DRYWALL * <br />(IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) <br />10d NAILS x 1? NAILS AND <br />Sd NAILS AT 8" O.C. AT BUCK <br />BOLTS [ (1) STRAP =1225 # <br />..: . <br />2 x 8 45^ DIAGONAL (4) 10d NAILS INTO <br />LEAVE A CUT OUT IN O.S.B. ON THE <br />INSIDE TO ALLOW FOR INSULATION <br />, <br />(2) STRAPS 24DOG#1) <br />BRACE(S) 2 x 8 BRACE/ BLKG. <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. .' <br />SCRIBE (NOTCH) <br />FACE OF ARCH W/ (3)1 Od NAILS <br />OVERRAN <br />BACKSIDE TO FIT ARCH (4) 1Od NAILS INTO 2 x 8 <br />AT EA, END <br />RETROFIT TRUSS DETAIL <br />�. '.. . <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />INSTALL WDW. SCREW ANCHO\_2x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />ARCH FACES W (4)1Od NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN <br />4. <br />__r4 <br />RETROFIT WALL OVERHANG DETAIL <br />(NTS) <br />INTO ARCH BLKG. PER 4" MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR 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 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'h" WOOD <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. <br />4 MAX. RAID. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />x0 (2)10d NAILS @ 8" O.C. <br />�FRygN TO TRUSS TOP CHORD <br />ARCH DETAIL J <br />WALL USE (3)1/4" X 31/2" TAPCONS AT 16" <br />SCALE: N.T.S. <br />SS <br />O.C. 12 <br />+ + CF�QTy PLYWOOD SHEATHING <br />11-e11 51-011 <br />JACK TRUSS PROVIDED BY SEE <br />+ + <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />+ + <br />+ + <br />INISH FLO QR <br />2 x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />LOCKING AS <br />+ <br />+ BREQUIRED <br />° <br />WITH 1/4" x 31/4" TAPCON (1 1/4"MIN. <br />B.B <br />ROOF SHEATHING ATTACHED <br />+ <br />► <br />EMBEDMENT INTO ) <br />/4" MAX " �� <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />TRUSS + SOFFIT <br />° ` . • . ► ►. <br />#5 BAR <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />2.0 8 <br />5 -12d NAILS <br />() <br />+ <br />+ <br />► ►• " <br />D ° <br />�' ° ► . •, <br />CENTERED W/ <br />1 X 4 FURRING <br />BLKG. & BUCK <br />2X6 TO 2X4 USP R T3A <br />2X4 SYP • . <br />EACH TRUSS <br />► ° . <br />_ _ ► •� : ' <br />KNOCKOUT / N <br />_ <br />° <br />CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. W/ 2 10d <br />PROVIDE 2x <br />CONNECTOR '�� ° <br />PROVIDE 2 x 8 DIAG. BRACE B <br />NAILS AT EA. END <br />PROVIDE (2) MIN. <br />CONT. W/ (3) <br />MONO FOOTING ►° <br />.o e <br />SIZE AND REINF. PER PLAN - <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT FA. SIDE <br />BUCK - (1) WITHIN 4" <br />12d NAILS <br />SEE LINTEL <br />AND SECTION DETAILS <br />I <br />BRACE EXCEEDS 24° <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 />° <br />CLEAN FILL °. <br />2 x 8 VERT. BRACES <br />() <br />INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SO IT <br />.► <br />DIRT 6 <br />z <br />TO BE INSTALLED <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />°•'., <br />°ffTANDARD c <br />BUILT UP PLWD. BUCK - <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />#5 BAR IN ' <br />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 />�� <br />8d NAILS <br />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 />_. �. •, V _ t •, <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS <br />EQUAL EQUAL <br />WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" <br />•; <br />INSTALL WDW, SCREW <br />THRU OSB INTO 2 x 8 <br />O.C. <br />ANCHOR INTO ARCH BLKG. <br />A <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS <br />ARCH DETAIL K <br />B-B <br />SECTION @ ENTRY L <br />SECTION @ ROOF EXTENSION M <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 />SECTION DETAILS <br />SCALE: 3(4" = T-0" <br />GLASS BLOCK INSTALLATION NOTES <br />NOTE: <br />IF RETROFIT FILLED CELL CONDITIONS <br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <br />EXCEED <br />(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 <br />INSTRUCTION. <br />EXTENDS TO SILL. <br />MASONRY WALL. SEE PLAN FOR <br />EXISTING BOND BEAM. <br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <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 />"SQUEEZED" <br />W.W.M. AT PERIMETER <br />() STUDS & 1 - 5/8" DIA. ALL <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 />THREAD ROD EPDXIED W/ <br />#5X6' EMBEDDED INTO <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />9 a. PANEL PER ANCHOR) <br />g <br />OCCURS <br />TOP WITH MIN. 3" <br />SIMPSON "SET" EPDXY MIN. a <br />z <br />EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />COVER 61.0" <br />5" EMBEDMENT & 3" MIN. <br />0 <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 />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 />w w <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />v <br />A <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />°.; <br />, ; o <br />w a <br />REINFORCING AS FOLLOWS: <br />';:: SEALANT <br />� a <br />1 <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />:^_, t <br />5X6 EMBEDDED INTO <br />* PRESS PANEL REINFORCING INTO PLACE. <br />�` `',".. <br />'�• 6"MIN. LAP SPLICE W/ <br />— <br />� .►' . ' o <br />v z <br />— <br />a <br />EXISTING FOOTING <br />2-#5X6 IN CONC. <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />° .: <br />CO N <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />I DRILL 3/4"X6" MIN, HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />_' <br />GRADE o. ► - <br />`. <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />''{ .'. ;-• ;'?`''" 6r� MIN. LAP <br />.p . <br />\ <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE NOTE: <br />M ° ° <br />\ <br />REMAIN FREE OF MORTAR. <br />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 />D <br />\'a <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />° . ° <br />;4" SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />GLASS BLOCK DETAIL <br />\ <br />(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.of 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 <br />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: N.T.S. <br />INSTALLATION OF GLASS BLOCK. <br />U' <br />zM® <br />o <br />_ <br />Z CO <br />z <br />Q13 <br />J <br />a <br />z <br />V) U <br />(1) <br />0 LU <br />ry <br />o <br />Mo <br />(>� U <br />o <br />Far- <br />M <br />SvA-3 Of`O <br />U <br />4, <br />;O co <br />N <br />0 <br />U <br />_O <br />-he <br />Qm <br />CL o <br />O <br /><o <br />'� <br />B D. <br />�` <br />� it <br />• LI. <br />AtN <br />W V -a' C <br />°a <br />#� <br />& <br />LL <br />:x:L:Sw <br />To the best of the Engineer's knowledge; I&Mon', and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />if <br />O <br />O <br />Z �`► <br />O a) r, <br />O <br />`�5 � <br />M O <br />av•�� <br />CC U a 00, <br />Q ..-' <br />§ E <br />Z <br />CD <br />J tOo <br />W <br />jRR <br />W — <br />z ;Q <br />f Q <br />ow <br />Zoo <br />005 <br />0WZ J <br />JJ <br />2 f <br />w 8 LL <br />"o-© <br />Zo <br />>a <br />/h <br />V <br />z <br />a3 <br />S <br />o <br />� <br />> <br />1 <br />U <br />fu <br />J <br />J Q <br />W <br />�pz <br />O <br />ILIV <br />���� <br />a <br />N <br />Z � o <br />_� <br />Z <br />N <br />aoLZ <br />$o� � <br />Z <br />W <br />(V <br />Ln <br />a E <br />¢� <br />J <br />.-i <br />W <br />Q <br />o5 <br />Z U <br />s¢� <br />00 <br />0N <br />Q <br />z <br />Z <br />k <br />^ <br />�...� <br />z <br />z <br />a" <br />Z <br />m <br />o <br />^ <br />g <br />w <br />ULLI <br />aU) <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION N0. 10 <br />SHEET NO. <br />SS <br />