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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 />FOR CONN. DETAILS <br />PROPER INSTALLATION MAX, 8 DO NOT DO THIS <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 />♦ <br />#5 REPAR (TYP,) ' <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />PLATE 4" <br />1 X 4 <br />3-1/4" LONG X 3/16"� FURRING <br />3/16"0 X 3" LONG FURRING 3/16 !71 X 3-1/2 LONG <br />FURRING <br />#5 REBAR <br />♦ <br />AND NAILED W/ 8d COMMON @ <br />„ <br />6" O.C. EDGES AND 12 O.C. FIELD <br />2X BOTTOM W/ 8d @ <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />TAPCONS TAPCONS STAGGERED <br />STAGGERED @ 16" <br />2X8 <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 />JOIST <br />2x BAND JOIST W/ FACE NAIL 10d <br />PER MANUFACTURE <br />MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH <br />3 <br />�� <br />DETAIL <br />`BTD. 90° HOOK (TYP.) <br />STD. 90^ ` <br />t_A;_*0 <br />@TOP & TTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. <br />FILL BOTH CELLS <br />BOTH CELLS <br />HOOK (TYP.) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />3/16" x 3 -1/2" <br />METAL SEAT PLATE <br />TAPCON @ 16" <br />O.C. & 4" FROM <br />1X4 P.T. <br />3/16" x 3 -1/2" DOOR JAMB (REFER <br />1/2" DRYWALL <br />1 X 4L <br />LJIL <br />NOTE: <br />LAP SHEATHING TO <br />DOOR JAMB (REFER EACH END W/ MIN <br />DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR <br />( <br />D <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 />' +_2 <br />NOTC (a FIRST COURSE <br />USP HGAM10 @ 12" O.C. w/4 SDS <br />1/4x1 1/2" SCREWS INTO BAND <br />LONG TAPCONS <br />2x P.T. AS REQ D <br />2X8 P.T. <br />STAGGERED @ 16 O.C. <br />2X8 <br />I <br />♦ <br />JOIST 8 (4) 3l16"x1 3/4"WEDGE <br />2x DETAIL <br />2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL <br />+5^ <br />NOTCH WEB AT THE ' <br />FIRST 2 COURSES <br />` <br />BOLTS INTO K.O. BLOCK <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />FILLED CELL PER <br />PLAN <br />FOUNDATION <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. <br />INFO SCALE: N.T.S. <br />SCALE.N.T.S. 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 />8" <br />1-PLY PRE-ENGINEERED TRUSS <br />SOLID W/GROUT <br />tr <br />1 X 4 FURRING n SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK <br />1/4" x 31/4" TAPCONS <br />1 1 <br />USP RT16M W/ (8) NA11 NAILS & (6) 4 x 24 <br />BLOCK HEADER <br />TAPCONS <br />1/2" DRYWALL * <br />(IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) <br />10dNAILSx 1' NAILS AND <br />8d NAILS AT 8" O.C. AT BUCK <br />LEAVE A CUT OUT IN O.S.B. ON THE <br />(4) a X 1 WEDGE BOLTS [ (1) STRAP =1225 # , <br />2 x 8 45^ DIAGONAL 4 10d NAILS INTO <br />O <br />BRACE(S) <br />INSIDE TO ALLOW FOR INSULATION <br />(2) STRAPS 2450#]) <br />2 x 8 BRACE/ BLKG. <br />7/16" OSB <br />TO BE INSTALLED <br />BOND BEAM OR CAST <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 />IN PLACE BEAM <br />OR <br />CONTACT ENGINEER of RECORD FOR <br />FURTHER INSTRUCTIONS. <br />SCRIBE (NOTCH) <br />BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 <br />FACE OF ARCH W/ (3)10d NAILS <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />OVERRAN <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL BTWN. OSB <br />INSTALL WDW. SCREW ANCHOR ­'ARCH FACES W (4) 10d NAILS THRU OSB INTO <br />PROVIDE TAPCON WITHIN <br />RETROFIT WALL OVERHANG DETAIL <br />NTS <br />INTO ARCH BLKG. PER <br />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 <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'/2' WOOD <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. <br />4 MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />XO (2)10d NAILS @ 8" O.C. <br />�ERyyN 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 />+ <br />+ L�NC'T/y PLYWOOD SHEATHING <br />1- 11 <br />1 O1� 51- O <br />JACK TRUSS PROVIDED BY SEE <br />+ + <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24 O.C. <br />+ + <br />INISH FLO <br />2 <br />x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ + AS <br />° <br />WITH <br />1/4" x 3 1/4" TAPCON (1 1/4" MIN. <br />B_B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />? D <br />EMBEDMENT INTO K.) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />°' • ' D: <br />/4„ MAX <br />2-� 8 <br />TRUSS + SOFFIT <br />° • .D. D• •: .'D <br />° <br />#5 BAR <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5) -12d NAILS <br />+ <br />pD. b e <br />RED W/ <br />IN TOP o <br />1 X 4 FURRING <br />BLKG. & BUCK <br />2X6 TO 2X4 USP RT3A <br />2X4 SYP • ®e <br />EACH TRUSS <br />D ° <br />D <br />KNOCKOUT / c� <br />_� <br />e ° <br />CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />PROVIDE 2 B <br />2 x 8 VERT. W/ (2)10d <br />NAILS AT EA. END <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ <br />CONNECTOR <br />— <br />MONO FOOTING ' <br />•', n' D ° <br />x 8 DIAG. BRACE <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />(3) <br />12d NAILS <br />SEE LINTEL <br />SIZE AND REINF. PERP LAN <br />AND SECTION DETAILS -I10 <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 TI <br />MIN. OF START OF <br />TRUSS COMPANY OR'2x4 <br />CLEAN FILL .D A. D <br />2 x 8 VERT. BRACE(S) <br />INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />tENTER SO IT <br />DIRT ? <br />z <br />TO BE INSTALLED <br />000, <br />BUILT UP PLWD. BUCK- <br />4'-0" MAX SEE PLAN <br />LINTEL <br />ASTANDARD <br />oPRECAST <br />e'. ,SCRIBE <br />(NOTCH) BACKSIDE <br />7116" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />#5 BAR IN 90r <br />HOOK N <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4'Yz" WOOD <br />FOR OVER HANG <br />FILLED CELL , • , • - �, • -,, <br />8d NAILS <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />START OF ARC <br />SCREWS @ 16" O.C. MAX. OR IF MASONRYV <br />(MAX. 4'-0") <br />• J • <br />• = • ` •� • = •, <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS <br />EQUAL EQUAL <br />4' MAX. RAD. <br />WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" <br />s; <br />INSTALL WDW, SCREW ---,,------ <br />CREW <br />THRU OSB INTO 2 x 8 <br />O.C. <br />°� "• � °� °• � � °� '• � � °� °• � °� °• <br />ANCHOR INTO ARCH BLKG. <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS <br />B- <br />ARCH DETAIL K <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" =1'-0" SS <br />SCALE: 3/4" =1'-0" SS <br />SECTION DETAILS <br />—� <br />SCALE: 3/4" = 1'-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 />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 />STUDS & (1) - 5/8" DIA. ALL <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 />(1) #5 BARS CONT. OCCURS <br />TOP WITH MIN. 3" <br />THREAD ROD EPDXIED W/ <br />SIMPSON "SET" EPDXY MIN. t <br />zo <br />EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />COVER 6'_p" <br />5" EMBEDMENT & 3" MIN. <br />< <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 />v <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />0 <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />, ;' D <br />v a <br />A <br />REINFORCING AS FOLLOWS: <br />SEALANT <br />-TI -11=I r <br />-T T <br />I¢ <br />1 <br />PLACELOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />D a - - <br />I-III=1T�71- <br />PRESS PANEL REINFORCING INTO PLACE. <br />. _11.6.� -T_ <br />- <br />rJ z <br />#5X6 EMBEDDED INTO <br />MIN. LAP P <br />6 SLICE W/ <br />�- <br />D D — — <br />I I— <br />I <br />� <br />EXI TIN F <br />EXISTING FOOTING <br />2-#5X6 IN C ONC. <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />FURROW. <br />SMOOTH. U <br />REINFORCING PANEL <br />I�- <br />_ I �_LI. <br />— <br />I <br />a � <br />N <br />FILLED CELL <br />DO NO <br />- <br />D <br />III II <br />DRILL 3/4"X6"MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6 MIN. LAP <br />D D �r <br />GRADE i <br />SET BAR IN EPDXY <br />O <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />_ ° <br />li D <br />coM <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />z <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <br />T g u <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />, ° <br />a <br />;4" SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />GLASS BLOCK DETAIL <br />\ D (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 <br />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 />_ „ <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 />0!;2 <br />Z M <br />0 <br />Z <br />Q <br />J <br />a <br />t/711 0 <br />Q) cs) <br />;—J w <br />'U - <br />0 c <br />12 <br />l— <br />0 <br />o 0 <br />U <br />N cl) <br />W <br />F-- p <br />U <br />CCocMo <br />T -0 cM <br />O ON O <br />U V) <br />sLL00 <br />oY� <br />Y <br />Q 10)) <br />') O ,T <br />C"31)(Q O <br />RD. <br />N,C,B D C <br />*, ox <br />ir <br />, <br />•hhv •. � • <br />!r CD <br />004 <br />n, <br />O a <br />; <br />J <br />LL..� <br />/Zy <br />iiWN <br />W N"' - <br />�.. <br />W _ �`� <br />z `: <br />10z Q a y <br />F <br />o" <br />1113 �_''�e\ <br />U W a ,r0 F E <br />N <br />To the best of the Engineer's knowledge, information, 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 />0 <br />Z N <br />0 <br />� r\ <br />�>V)ro0 <br />M <br />a v) M �n <br />HNIL <br />Q <br />U Q00 <br />Q <br />..� <br />Z � <br />W J� <br />J <br />0z <br />Z .- <br /><¢ <br />f— <br />IS 0) <br />zOW W <br />�z <br />�0f� <br />YaOu� <br />a�r10 <br />U Lu <br />L <br />W <br />o(A <br />zz <br />O <br />f z <br />C <br />M <br />"a <br />0 <br />U <br />2 <br />(� <br />C <br />J <br />oW <br />w0-5 <br />U of p]d <br />a <br />�` <br />A <br />1 ` <br />z¢O� <br />W 0 J <br />W Q C <br />Z <br />Lu W a `� <br />W <br />LV <br />J <br />L0 <br />r-I <br />Lij <br />z <br />o W <br />LU <br />f¢Z <br />%joQ <br />k <br />Lr) <br />Z <br />�z- <br />, o <br />0 <br />S <br />W <br />= <br />¢z <br />r, <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />SS <br />