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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 />MAX <br />UNACCEPTABLE INSTALLTION <br />TO SHT. SDW2-K1 P.T. <br />FOR CONN. DETAILS - <br />TO SHT. SDW2-K1 <br />TO SHT. SDW2-K1 FOR CONN. DETAILS <br />FOR CONN. DETAILS /i <br />/ 1 X 4 <br />1 X 4 <br />PROPER INSTALLATION <br />8" <br />DO NOT DO THIS <br />#5 REBAR <br />' <br />(TYP,) <br />2"x BOT. PLATE W/ (2) 10d @ 6" O.C. <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />i% <br />1 X 4 <br />` <br />' <br />2X BOTTOM PLATE W/ 8d 4" <br />3-1/4" LONG X 3/16" ! FURRING <br />3/16"� X 3" LONG / FURRING7/%. <br />3l16"0 X 3-1/2 LONG <br />FURRING <br />#5 REBAR <br />AND NAILED W/ 8d COMMON @ ,_^ <br />@ <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />TAPCONS TAPCONS STAGGERED <br />STAGGERED @ 16" <br />2X8 <br />(TYP,) <br />6" O.C. EDGES AND 12" O.C. FIELD <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 DETAIL MASONRY THROUGH <br />1-1 /2�� 3 <br />�� <br />DETAIL <br />�5i D. 90° HOOK (TYP.) <br />STD. 90^ ` i'� <br />- <br />2x BAND JOIST W/ FACE NAIL 10d <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. <br />1x8 P.T. & 2x8 P.T. <br />FILL SOLID <br />BOTH CELLS <br />HOOK (TYP.) <br />FACE NAILS 11 @ TRUSS VERT. <br />WEB <br />3/16" x 3 -1/2" <br />TAPCON @ 16" <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 />' <br />LAP SHEATHING TO <br />TO SHT. SDW2-K1 2" EDGE DIST. <br />TO SHT. SDW2-K1 CONN. DETAILS <br />��� <br />' ` <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS j, �/ j; '/ : 10d @ 12" O.C. 1 X 4 <br />2X8 P.T. WITH 3/16"0 X 3" <br />LONG TAPCONS <br />FURRIN <br />' +2 <br />NOTC @FIRST COURSE <br />� <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 />2X8 P.T. STAGGERED @ 16" O.C. 2X8Ln <br />I <br />` <br />EDGE <br />2x DETAIL <br />2 1/4"DETAIL 2-ROWS INTO MASONRY 3-1/4" <br />DETAIL <br />+5^ <br />NOTCH WEB AT THE <br />FIRST 2 COURSES <br />- <br />BOIS S INTO K.O. BLOCK <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />FILLEDCELL 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. <br />INFO SCALE: N.T.S. <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />SECTION <br />A -A <br />UPLIFT CAPACITY = 945 # FOR 1 STRAP <br />W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. <br />= 1890 # FOR 2 STRAPS <br />FILL 1st4COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />2'-0" <br />8" <br />1-PLY PRE-ENGINEERED TRUSS <br />SOLID WIGROUT <br />„ <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. _ <br />ARCH BLKG. & BUCK <br />1/4" x 3 1/4" TAPCONS <br />USP RT16M W/ (8) NA11 NAILS & (6)" x 2" <br />BLOCK HEADER <br />TAPCONS <br />1/2" DRYWALL * <br />(IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) <br />10d NAILS x 14" NAILS AND <br />8d NAILS AT 8" O.C. AT BUCK <br />(4) J" X 1 J" WEDGE BOLTS [ (1) STRAP = 1225 # <br />2 x 8 45^ DIAGONAL 4) 10d NAILS INTO <br />( <br />LEAVE A CUT OUT IN O.S.B. ON THE <br />, <br />(2) STRAPS 24511 <br />BRACES <br />() 2 x 8 BRACE/ BLKG. <br />INSIDE TO ALLOW FOR INSULATION <br />7/16" OSB <br />TO BE INSTALLED <br />BOND BEAM OR CAST <br />FOR OVERHANGS BETWEEN OVER 1 112" <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) 10d NAILS <br />BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />OVERRAN s <br />CONNECT W/ 8d NAILS BRACE/BLKG. <br />N.T.S. <br />x 4 SOLID BLKG. FULL WIDTH OF WALL BTWN. OSBINSTALL WDW. SCREW ANCHOR\_2 <br />PROVIDE TAPCON WITHIN <br />INTO ARCH BLKG. PER ARCH F ACES W (4) 10d NAILS THRU OSB INTO 2 x 8 <br />RETROFIT WALL OVERHANG DETAIL <br />(NTS) <br />4" MIN. OF BRACE <br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />TRUSS AS SHOWN FOR O.H. UP TO 2'-1 <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 4Y2' WOOD <br />NOTE: FOR OVERHANGS LESS THAN 3l4" - NO REPAIR REO'D. <br />4 MAX, RAID.WALL <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />x 0 (2) 10d NAILS @ 8" O.C. <br />�FRygN <br />ARCH DETAIL <br />J <br />USE (3) 1/4" X 3 1/2" TAPCONS AT 16" <br />TO TRUSS TOP CHORD <br />SCALE: N.T.S. <br />SS <br />O.C. 12 <br />+ + �FNOTy PLYWOOD SHEATHING <br />11-011 5'-011 <br />JACK TRUSS PROVIDED BY SEE <br />+ + <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />+ + <br />+ + <br />INISH FLOqR <br />2 <br />x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ + BLOCKING AS <br />° <br />WITH <br />1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />„ EMBEDMENT INTO K.) <br />/4 MAX <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />° ° <br />° <br />2'-1 8" <br />TRUSS + SOFFIT <br />+ <br />o: > <br />'D. <br />#5 BAR <br />BLOCK HEADER <br />SOLID BLKG, AT TOP BTWN. ARCH <br />(5) -12d NAILS <br />+[�:: <br />10" ° ► ° . . ° <br />RED W/ <br />1 X 4 FURRING <br />BLKG. &BUCK <br />2X6 TO 2X4 USP RT3A <br />2X4 SYP ► • . <br />9 <br />o ° <br />IN TOP a <br />EACH TRUSS <br />> � .' ' <br />KNOCKOUT / Zv <br />CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. W/ (2) 10d <br />''®' <br />NAILS AT EA. END <br />PROVIDE 2x <br />CONNECTOR <br />MONO FOOTING , <br />PROVIDE 2 x 8 DIAG. BRACE B <br />PROVIDE 2 MI <br />RO () N <br />CONT. W/ (3) <br />•o ° <br />SIZE AND REINF. PER PLAN <br />VERT. BRACES WHEN HGT. OF <br />BRACE EXCEEDS 24" <br />TAPCON AT EA. SIDE <br />BUCK - (1) WITHIN 4" <br />12d NAILS <br />SEE LINTEL <br />AND SECTION DETAILS <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />JACK TRUSS PROVIDED BYJ <br />TRUSS COMPANY OR 2x4 <br />SCHED. <br />n <br />CLEAN FILL ► °. <br />2 x 8 VERT. BRACE(S) <br />INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SO IT <br />DIRT <br />Z <br />TO BE INSTALLED <br />00, <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />°. ° STANDARD <br />4 <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 ' 9(' <br />HOOK <br />TO FIT ARCH CONNECT W/ <br />START OF ARC <br />IF TRUSSES USED) W/ (2) #6 X 4Yz' WOOD <br />FOR OVER HANG <br />FILLED CELL • -. - • - �, , • - , <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 />BTWN. OSB ARCH FACES W/ (4) 10d NAILS 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 />- <br />O.C.sk <br />.-.• �.-.• •.-.• • �.-. �.-.• <br />ANCHOR INTO ARCH BLKG. <br />PER INSTALLATION DETAILS <br />ARCH DETAIL rK <br />SECTION @ ENTRY L <br />SECTION @ ROOF EXTENSION MREINF. <br />STEMWALL FOOTING SIZE AND <br />B-gMONO <br />TO STEMWALL FOOTING <br />PERLAN AND STEMWALL <br />SCALE: N.T.S. SS <br />SCALE: 3/4" = 1'-0" SS <br />SCALE: 3/4" = 1'-0" SS <br />SECTION DETAILS <br />SCALE: 3/4" = V-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 TSILL. <br />C) SET A FULLL MORTAR BED JOINT, APPLIED TO SILL. <br />MASONRY WALL. SEE PLAN FOR <br />---- <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 />STUDS & (1) - 5/8" DIA. ALL <br />#5X6 EMBEDDED INTO <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />PER ANCHOR <br />9 a. PANEL ) <br />(1) #5 BARS CONT. OCCURS <br />TOP WITH MIN. 3" <br />THREAD ROD EPDXIED W/ <br />SIMPSON "SET" EPDXY MIN. <br />� <br />z <br />EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING <br />( <br />REINFORCING <br />COVER g'_0" <br />5" EMBEDMENT & 3" MIN. <br />o <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 />g <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 />U_ <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />�� E-`--rT <br />p <br />v <br />A <br />REINFORCING AS FOLLOWS: <br />* <br />SEALANT <br />7 <br />N <br />U_ IL <br />1 <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />p�. 16 -rr <br />* PRESS PANEL REINFORCING INTO PLACE. <br />#5X6' EMBEDDED INTO <br />6" MIN. LAP SPLICE W/ <br />o , — — <br />3 <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 />c¢i� LO <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />F) PLACE FULL MORTAR B FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />D ° _ <br />N <br />DRILL 3/4"X6"MIN. HOLE <br />SET BAR IN EPDXY <br />FD <br />FURROW. MAINTAIN UII ORM JOINT WIDTH. <br />6" MIN. LAP <br />GRADE o. p . c o <br />..-.' <br />O <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <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 />T 0 o <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 />\ ° (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" = V-0" <br />SCALE: 3/4" = V-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 o <br />z° <br />z <br />Q <br />J <br />W cn <br />� w <br />c:, <br />•U <br />w <br />0 <br />F <br />�V) <br />E <br />o 0 <br />U <br />w <br />E <br />—8 <br />(u M <br />C ) M Cl <br />N 'O M <br />000 <br />� LL00 <br />_6 <br />Ly Y <br />Q 0, <br />dp <br />u7 O <br />a < <br />A <br />1 <br />" nn <br />y <br />;r►t ff <br />(o <br />o <br />Z <br />J. �1 �p <br />r/Y� �N <br />, <br />W" ' LL <br />\ <br />C, ~ <br />'� <br />o00 <br />ik <br />LLQM <br />i <br />.. <br />Ji -S10N <br />�\W. <br />« <br />/fillIIII � <br />E"-1 <br />❑ <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 5th 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 <br />O <br />7 j O <br />_� M <br />a '(0 Lr) <br />N <br />Ln <br />- U_ <br />zF- C' , M <br />U a00 <br />z § E <br />Z H <br />LU J� <br />d' <br />�z <br />zg <br />UZOp <br />E u, <br />z� <br />Z <br />�yy Z <br />KC•EJ <br />OC O <br />U <br />z� <br />0 <br />Oz <br />r-I, <br />M <br />LA <br />O <br />z <br />a <br />U <br />U <br />rW <br />V ! <br />J <br />W <br />oW <br />0V ¢ <br />t <br />0 <br />LJV <br />oUo <br />Qz <br />J <br />z <br />N <br />J <br />fVLn <br />a�o� <br />.—{ <br />W <br />� <br />Z <br />8 <br />�gz <br />� <br />Z <br />Z <br />Rz <br />CC) <br />o <br />g <br />LU <br />L <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: FFLORES <br />VERSION NO. 2 . O <br />SHEET NO. <br />SS <br />