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1X4 1/2" DRYWALL <br />1/2" DRYWALL DOOR JAMB (REFER <br />DOOR JAMB (REFEtlX8 <br />1 X 4 1/2" DRYWALL <br />UNACCEPTABLE INSTALLTION <br />DOORJAMB (REFER <br />TO SHT. SDW2-K1 P.T. <br />TO SHT. SDW2-K1 TO SHT. SDW2-K1 <br />PROPER INSTALLATION MAX. <br />$ DO NOT DO THIS <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />FOR CONN. DETAILS <br />FOR CONN. DETAIFOR CONN. DETAILS <br />1 X 4 <br />1 X 4 <br />#5 REBAR P <br />(TY ,) <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />° 1 X 4 <br />3/16" 0 X 3" LONG FURRING 3/16 0 X 3-1/2 LONG <br />FURRING <br />#5 REBAR <br />AND NAILED W/ 8d COMMON @ <br />2X BOTTOM PLATE W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />3-1/4" LONG X 3/16" FURRING <br />TAPCONS <br />(n'P,) <br />6" O.C. EDGES AND 12" O.C. FIELD <br />TAPCON. INTO <br />TAPCONS STAGGERED <br />STAGGERED @ 16".T. <br />2X8 <br />BLOCK@ SPACING " <br />STAGGERED @ 16" O.C. <br />O.C. 2-ROWS INTO <br />1X8 <br />PER MANUFACTURE 1 DETAIL <br />2-ROWS INTO <br />MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH �� <br />3 DETAIL <br />STD. 90^ <br />D. 90° HOOK (TYP.) <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 />@ <br />WEB <br />3/16" x 3 -1/2" <br />TAPCON @ 16" <br />III <br />31 <br />METAL SEAT PLATE <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 4ZID/ <br />IL <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 />BOTTOM OF BAND <br />TO SHT. SDW2-K1 2" EDGE DIST. <br />TO SHT. SDW2-K1 CONN. DETAILElla <br />JOIST TYPICAL <br />FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 1 X 4 <br />FURRING <br />2X8 P.T. WITH 3/16"0 X 3' <br />+2++ <br />NOTC @ FIRST COURSE <br />USP HGAM10 @ 12" O.C. W/4-SDS <br />LONG TAPCONS <br />N <br />1/4A 1/2" SCREWS INTO BAND <br />2x P.T. AS REQ'D <br />2X8 P.T. STAGGERED 16" O.C. <br />2X8 <br />JOIST & (4) 3/16"A-3/4" WEDGE <br />2x DETAIL <br />2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL <br />NOTCH WEB AT THE <br />FIRST 2 COURSES <br />BOLTS INTO K.O. BLOCK <br />.�.5n <br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC <br />FILLED CELL PER <br />FOUNDATION PLAN <br />_F11 <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. <br />SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />SECTION <br />UPLIFT CAPACITY = 945 # FOR 1 STRAP <br />x 1/4" TAPCON (1 1/4" MIN. <br />=1890 #FOR 2 STRAPS <br />• ; FILL 1st4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />d SOLID W/GROUT <br />x 2'-0" <br />8" <br />1-PLY PRE-ENGINEERED TRUSS <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />BLOCK HEADER ARCH BLKG. &BUCK <br />1/4" x 31/4" TAPCONS <br />_ USP RT16M W/ (8) NA11 NAILS & (6) ' x 2z' <br />..::, <br />TAPCONS <br />1/2 DRYWALL <br />"'' "' (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) <br />8d NAILS AT 8" O.C. AT BUCK„ <br />10d NAILS x 1- NAILS AND <br />2 <br />2 x 8 45 DIAGONAL (4) 10d NAILS INTO <br />LAVE CUT OUT IO.S.B.ON <br />E A U IN THE <br />'' : :;' (4) 4 X 1 4 WEDGE BOLTS [ (1) STRAP = 1225 # , <br />2 STRAPS 2450#]) <br />( ) <br />- <br />BRACE(S) 2 x 8 BRACE/BLKG. <br />INSIDE TO ALLOW FOR INSULATION <br />tl <br />7/16" OSB <br />TO BE INSTALLED <br />BOND BEAM OR CAST <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <br />ARCH PANE CUT HOLE IN O.S.B. FOR <br />BUILT UP PLWD. BUCK L <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. ' a. '.. ' ;� ': �;. •: <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 />OVERHAN 4 <br />° <br />CONNECT W! 8d NAILS BRACE/ BLKG. <br />•- <br />N.T.S. <br />e. <br />INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />° <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 />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'-6" <br />FOR OVERHANGS BETWEEN 3/4701 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 REQ'D. <br />START OF ARC <br />IF TRUSSES USED) W/ (3) #6 X 4'/z' WOOD <br />ARCH DETAIL <br />J 4 MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />WALL USE 1/4" X 31/2" TAPCONS AT 16" <br />XO T 10d NAILS @ 8" O.C. <br />TO TRUSS TOP CHORD <br />VFRyq� <br />(3) <br />O.C. <br />+ C FOOT <br />,t " <br />1 -0 5 -0 <br />SCALE: N.T.S. <br />SS <br />12 <br />+ + h� PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY SEE <br />+ + <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24 O.C. <br />+ + <br />INISH FLOQ <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 />� •' • ' •� s ••�. • <br />/4" MAX EMBEDMENT INTO ) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />TRUSS + SOFFIT <br />° • ° • : o.. <br />n > <br />#5 BAR <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />2'-0" 8° <br />(5) -12d NAILS <br />+ <br />+ <br />gyp• 1-0„'° <br />P Is° <br />CENTERED W/ - <br />1 X 4 FURRING <br />BLKG. &BUCK <br />2X6 TO 2X4 USP RT3A <br />2X4 SYP r ®s <br />• . ° °> 90 <br />' <br />IN TOP o <br />KNOCKOUT / N <br />EACH TRUSS <br />_ _ • a <br />° <br />° <br />CHAIR BLOCK <br />8d NAILS 8" O.C. AT BUCK <br />@ <br />PROVIDE 2 x 8 DIAG. BRACE 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 />sj <br />CONNECTOR '® <br />MONO FOOTING 1 <br />.a e.. 0 ° <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />(3) <br />12d NAILS <br />SEE LINTEL <br />SIZE AND REINF. PER PLAN <br />AND SECTION DETAILS - <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4" <br />JACK TRUSS PROVIDED BY—/SCHED. <br />LEAVE A CUTOUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />CLEAN FILL A. ° ° <br />2 x 8 VERT. BRACES) <br />INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SO IT <br />.D <br />DIRT 4 <br />z <br />TO BE INSTALLED <br />2 <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />° ° STANDARD o <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />o 90' <br />#5 BAR IN <br />HOOK N <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4'/2' 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 MASONRY <br />(MAX. 4'-0") <br />11 , . L. - ,, . _ ., <br />INSTALL WDW SCREW---'THRU <br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL <br />4' MAX. RAID. <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />s ° <br />�i s• `\��r s• • ter s• ��r e• \�•r se <br />ANCHOR INTO ARCH BLKG. <br />OSB INTO 2 x $ <br />O.C. <br />PER INSTALLATION DETAILS <br />B-g <br />ARCH DETAIL rK <br />SECTION @ ENTRY L <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 />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 TO SILL. <br />EXISTING BOND BEAM. <br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <br />MASONRY WALL. SEE PLAN FOR <br />� <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 />W/ (18) - 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) - 8" ALL <br />STUDS <br />COURSES TO PREVENT THE MORTAR FROM BEING OUT. <br />1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />} <br />#5X6' EMBEDDED INTO <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />g PER ANCHOR <br />9 a. PANEL ) <br />T #5 BARS IN. 3"CONTOCCURS <br />TOP WITH MIN. 3" <br />XIEDIA. <br />EPDXIED <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 />REINFORCING <br />COVER g�_p� <br />5" EMBEDMENT & 3" MIN. <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 />Q <br />� <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 />0 <br />A <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />I. <br />, <br />LU a <br />REINFORCING AS FOLLOWS: <br />SEALANT <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />* PRESS PANEL REINFORCING INTO PLACE. <br />;.; ;;:°:-` , :^ <br />g°. ,�, ; ,III- <br />I= I =I I=� II �- <br />_ <br />0 z <br />, <br />5X6 EMBEDDED INTO <br />_ _ <br />.i^ 6 MIN. LAP SPLICE W/ <br />° "' <br />p o — _ - <br />1I I I- <br />— <br />g <br />FOOTING <br />EXISTING F N <br />2-#5X6 IN CONC. <br />' <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />SMOOTH. DO NO FURROW. <br />' `''`'° '` " `` REINFORCING PANEL <br />I I 1� <br />to m14 <br />FILLED CELL <br />ll� <br />DRILL 3/4'X6 MIN. HOLE <br />- <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING DO NOT <br />GRADE <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />N p <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />Cl) z <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />N. SEE GLASS BLOCK INSTALLATION NOTES. <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 S ECTI O N <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 />DF 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 />SS SCALE: 3/4" = T-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 />0 LO <br />zM <br />0 <br />z <br /><C <br />O <br />J <br />0 <br />N C� <br />Qw <br />w <br />0 � <br />0 <br />o0 <br />U <br />W <br />1— E <br />N M <br />C f0 M <br />1L0 <br />—(° <br />Oo0 <br />Ua> <br />r�CO <br />�nao <br />Y <br />L d <br />Q rn <br />rnQ o <br />s D. <br />N C B D C <br />; 3 <br />zA <br />C .ICI f`. '.-.° `ems <br />fig. <br />rA,q <br />�r a ao �,h <br />.O 0 .. ; <br />J <br />�L LL <br />b+ pye <br />$< F,�d <br />- <br />LL Uj -'K xof 4a <br />atlu <br />El 1:1 <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 />1 <br />O <br />OlV <br />Z <br />ow <br />U0 ­ <br />M <br />(n O <br />M <br />Q V) 1`0 Ln <br />d V)z <br />V) <br />HLL <br />Q \� <br />0000 <br />Q <br />Z <br />W.W_I <br />1.0 <br />d' <br />oz <br />W LL o <br />Wm< <br />U 2: no <br />�z>..z¢U <br />zaQUQQ <br />=X,?wz <br />gW2oin <br />0����0 <br />U~c=OZO° <br />d. <br />w <br />J <br />O <br />yy <br />7 <br />T� <br />Lf) <br />N <br />Ln <br />Boa <br />`J <br />O <br />W000w <br />,Fz <br />0w <br />'.0 <br />ZmO <br />oW� <br />zafwozZ <br />V� <br />O <br />UjUjOU_z- <br />as oo <br />t--� <br />LL <br />��°zQ <br />LU <br />Q <br />LL <br />Z <br />Z <br />1- 4 <br />_J <br />a <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />100 <br />JOB NO: 16-6652 <br />SHEET NO. <br />