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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 />UNACCEPTABLE INSTALLTION <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.Mom' 8 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 <br />(Till <br />400 <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 />" " <br />3/16 � X 3 LONG FURRING 3/16"0 X 3-1/2" LONG <br />TAPCONS <br />FURRING <br />#5 REBAR ` <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />@ <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />TAPCONS STAGGERED <br />STAGGERED @ 16" <br />2X8 <br />�P') <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 />2x BAND JOIST W/ FACE NAIL 10d <br />PER MANUFACTURE <br />MASONRY THROUGH n <br />1-1 /2 DETAIL MASONRY THROUGH 311 DETAIL <br />. <br />STD. 90^ ` I D. 90 HOOK (Ti <br />/j <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"P.) <br />WEB NAILS 10d @ TRUSS VERT. <br />3/16" x 3 -1/2" <br />N <br />TAPCON @ 16" <br />METAL SEAT PLATE <br />1X4 P.T. <br />NOTE: <br />O.C. & FROM <br />3/16" x 3 -1/2" DOOR JAMB (REFER <br />1/2" DRYWALL <br />1 X 4Lil <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. DETAIL <br />1 <br />JOIST TYPICAL <br />FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 <br />10d @ 12" O.C. <br />FURRING <br />2X8 P.T. WITH 3/16'i X 3" <br />' t2" <br />NOTC F@ @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'D7 <br />2X8 P.T. STAGGERED @ 16" O.C. <br />ZX8 <br />` <br />JOIST & (4) 3/16"x1-3/4" WEDGE <br />INTO K.O. <br />2x DETAIL <br />21/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL <br />t5" L <br />NOTCH WEB AT THE <br />FIRST 2 COURSESLED <br />BOLTS BLOCK <br />BUILDOUT @ OVER SIZE DOOR <br />—WINDOW ROUGH OPENINGS CC <br />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 />will 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" MAXir <br />SOLID W/GROUT <br />2'-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 2z <br />. <br />BLOCK HEADER <br />TAPCONS <br />..� <br />1/2 DRYWALL <br />IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ 6 <br />( ( ) <br />i <br />•� 10d NAILS x 1j` NAILS AND <br />8d NAILS AT 8" O.C. AT BUCK <br />(4)" X 1 t" WEDGE 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 />, <br />"" `° ` ` ''' (2) STRAPS 2450#]) <br />BRACES <br />O 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 1/2" <br />•' <br />UT HOLE N <br />BUILT UP PLWD. BUCK ARCH PANEL C 0 E I O.S.B. FOR <br />POLY -CELL IN THIS AREA <br />2 x 8 45 DI7GONAL BRACE AT EA. <br />IN PLACE BEAM <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. "• '. �'" ' `' ''•• <br />SCRIBE (NOTCH) <br />BACKSIDE TO FIT ARCH 2 x 8 <br />FACE OF ARCH W/ (3)10d NAILS <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />.:e• .. <br />OVERRAN :. . <br />y' <br />e <br />CONNECT W/ 8d NAILS BRACE/ BLKG.INTO <br />•; <br />N.T.S. <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL BTWN. OSB <br />INSTALL WDW, SCREW ANCHO ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 <br />INTO ARCH BLKG. PER <br />PROVIDE TAPCON WITHIN <br />RETROFIT WALL OVERHANG DETAIL <br />Il <br />A <br />4" MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR <br />THRU <br />TRUSS AS SHOWN FOR O.H. UP TO 2'-1 <br />FOR OVERHANGS BETWEEN 3/4" TO 1 112" <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'-1 TO ill 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 4Y? WOOD <br />4' MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY / <br />X 0� (2) 10d NAILS @ 8" O.C. <br />FRygN TO TRUSS TOP CHORD <br />ARCH DETAIL <br />WALL USE (3) Vil X 31/2" TAPCONS AT 16" <br />SCALE: N.T.S. <br />SS <br />O.C. 12 <br />+ <br />* �FNGTy PLYWOOD SHEATHING <br />r- r1 <br />1r- rr 5 O <br />JACK TRUSS PROVIDED BY <br />+ + <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />+ * <br />* <br />INISH FLO <br />2 x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ + BLOCKING AS <br />a <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B_B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />"��" <br />> e ' e '•� <br />" EMBEDMENT INTO <br />�1/4 MAX ) 2'_0" 8" <br />PER NAILING SCHEDULE LL <br />TO SUPPORT <br />TRUSS + SOFFIT <br />e <br />y. a •,> a <br />#5 BAR <br />BLOCK HEADER tt <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5) -12d NAILS <br />+ <br />+ <br />, <br />10"'�� <br />p P <br />9 <br />CENTERED W/ <br />_ <br />1 X 4 FURRING BLKG. &BUCK <br />2X6 TO 2X4 USP RT3A <br />2X4 SYP ► , . <br />e e 70e <br />' <br />IN TOP c <br />KNOCKOUT / <br />EACH TRUSS <br />e a .' <br />• ° <br />CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d <br />PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END <br />PROVIDE (2) MIN. <br />PROVDE 2x <br />CONTI W/ <br />CONNECTOR `. <br />0 <br />— <br />MONO FOOTING _ I <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 -I <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4" <br />JACK TRUSS PROVIDED BY <br />SCHED. <br />-I <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />e <br />CLEAN FILL ► ° ° <br />2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SO IT <br />DIRT 4 <br />z <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />MAX SEE PLAN <br />PRECAST LINTEL <br />° e STANDARD90' <br />SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />> <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 />8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />4' MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'1 <br />• • • <br />• ' • • . ` , •, • = •, <br />INSTALL WDW, SCREW 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 />'�'" �'�'" �'�'" �'�' �'�'" <br />THRU OSB INTO 2 x 8 <br />ANCHOR INTO ARCH BLKG. <br />O.C. <br />PER INSTALLATION DETAILS B-g ARCH DETAIL K <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" = l'-0" SS <br />SCALE: 3/4" =1'-0" His <br />SECTION DETAILS <br />SCALE: 3/4" = Viiii <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 />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 BLOCKAFTER 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 />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. <br />EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. HE SAME SPACING <br />REINFORCING <br />COVER 6�_0" <br />5" EMBEDMENT & 3" MIN. ` <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 />� <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) EXPANSION STRIP <br />U_ ''� <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 61NCHES WHENEVER IT IS NECESSARY TO USE MORE <br />°• <br />0 2 <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />.•. ° <br />n e <br />w a- <br />A <br />REINFORCING AS FOLLOWS: <br />co <br />1 <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />=';''.vt;Y::: SEALANT <br />A'' <br />_ _ <br />e e —_ <br />ILL- a <br />g <br />• <br />'' `'' <br />g — — - <br />5X6' EMBEDDED INTO <br />PRESS PANEL REINFORCING INTO PLACE. <br />:' '' `'Y ' 6" MIN. LAP SPLICE W/ <br />, <br />o e <br />g <br />EXISTING FOOTING <br />2-1'IN CONC. <br />• COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />cn In <br />FILLED CELL <br />SMOOTH, DO NO FURROW. <br />n e ° I <br />N <br />DRILL 3/4"X6"MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE e, . e i �- <br />SET BAR IN EPDXY <br />;. <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />-:`' <br />��'`� ` 6 MIN. LAP <br />p <br />� °• <br />�;+.r.: O <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />N ° <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION NOTES. <br />r <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />e ° <br />a <br />w SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />GLASS BLOCK DETAIL <br />\ e . (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 />SCALE: 3/4" = Vl <br />SCALE: 3/4" = Vi <br />FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR <br />SCALE: N.T.S. <br />INSTALLATION OF GLASS BLOCK. <br />UIo_ <br />Z co <br />093 <br />Z <br />Q <br />Z <br />U' <br />Q� <br />cva <br />4-1 w <br />"(10 C) <br />U — <br />O Lu <br />E <br />� = <br />00 <br />U <br />mC <br />M <br />w <br />I— E <br />--8 <br />RAI <br />� M <br />a M <br />000 <br />ai <br />_U_00 <br />0 <br />�_x <br />am <br />OL 8Y0 q- <br />chQo <br />A <br />B <br />l <br />D® <br />N C B• D C <br />� <br />!/ <br />{� 01 <br />E (V <br />� yy z <br />O <br />o <br />LU <br />V sC a G.� <br />(J <br />c <br />S <br />•� <br />LL ffia <br />..��v.. F E S S % <br />��P��ft1I41t�° <br />❑a❑ <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 />1f <br />CD <br />Z � <br />O�Ii <br />CD <br />roo <br />>Ul <br />M <br />Qri <br />V) a <br />z <br />C.L <br />V) ri 0 <br />I- U- <br />Q Ln <br />Q <br />oC V Q <br />Q � <br />Z <br />J � <br />W <br />0Z <br />�o <br />�o <br />z d <br />�a <br />Lu r a <br />�zW <br />. W Z <br />V J Z <br />o0-W <br />�0o <br />$oLmLl <br />i <br />zo <br />r8 <br />A� <br />r-I <br />g <br />E <br />T7 <br />rl <br />z <br />OU <br />= <br />U)Lu <br />J <br />o� <br />fro <br />F <br />O <br />Q•` <br />F <br />X O 6 <br />ma <br />(V <br />Q <br />�aoa <br />W z J <br />W ¢ Q <br />� <br />Q <br />Z��o <br />o�jul <br />J <br />r -1 <br />w <br />W <br />� <br />F <br />goo <br />z <br />W <br />Z <br />a N <br />�Z <br />co:5 <br />W <br />_ <br />J Z <br />aW <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: ERAND <br />VERSION N0. 2n0 <br />SHEET NO. <br />SS <br />