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1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL <br />1x4 1/2" DRYWALL DOOR JAMB (REFER ix4 ( <br />, UNACCEPTABLE INSTALLTION <br />DOOR JAMB (REFER <br />P.T. TO PRODUCT TO PRODUCT <br />TO PRODUCT APPROVAL FOR CONN. <br />PROPER INSTALLATION MAX. $ DO NOT DO THIS ' <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. 71x4 1 X 4 <br />` #5 REBAR (TYP,) ' <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />ix4 P.T. 3/16"0TAPC X 3" LONG FURRING FURRING <br />I x- <br />3-1/4" LONG X 3/16"diFz0f, FURRING TAPCONS <br />#5 REBAR <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />. BOTTOM PLATE W/ 8d D 4" <br />O.C. 2 ROWS STAGGERED <br />TAPCON @ 16" O.C. & 4"LL,2X8 <br />TAPCON. INTO STAGGERED @ 16" <br />(TYp) <br />` ' <br />1x8 P.T. FROM EACH END w/ MIN. 1X8 <br />BLOCK@ SPACING n DETAIL O.C. 2-ROWS INTO " <br />1 EDGE DIST. ATTACH <br />2DETAIL <br />PER MANUFACTURE <br />I MASONRY THROUGH 1-1 /211 1x8 w/ (2) ROWS 8d NALS �� DETAIL <br />3 <br />`STD, 90° HOOK (TYP.) <br />STD. 90^ ` /� <br />2x BAND JOIST W/ FACE NAIL 10d <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. <br />FILL SOLID BOTH CELLS HOOK (TYP.) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />3/16" x 3 -1/2" <br />TAPCON @ 16" 1x4 P.T. DOOR JAMB (REFER <br />TO PRODUCT <br />METAL SEAT PLATE <br />O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALLL <br />NOTE: <br />EACH END W/ MIN TO PRODUCT APPROVAL FOR CONN. 1x4 <br />LAP SHEATHING TO <br />DOOR JAMB (REFER <br />2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" <br />' <br />BOTTOM OF BAND <br />TO PRODUCT <br />x 3-1/2" TAPCON 16" 1x4 <br />JOIST TYPICAL <br />APPROVAL FOR CONN. <br />(2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH <br />FURRING — J TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. <br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/t <br />I NOTC @FIRST COURSE <br />' �� <br />SIMPSON HGAMIOKTA @ 12" O.C. <br />w/ (4)1/4x1 1/2"SDS SCREWS <br />S REW <br />2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 <br />` <br />INTO BAND JOIST & 3/4 " <br />2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4-1 DETAIL <br />NOTCH WEB AT THE '' <br />t5^ FIRST 2 COURSES ` <br />TITEN INTO K.O. BLOCK <br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC <br />LED CELL PER <br />—E <br />FOUNDATION PLAN <br />FILLED CELL INSTALLATION H <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. SS <br />SCALE: N.T.S. <br />SS <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. <br />2x8 P.T. BUCK -CONNECT TO BLOCK SECTION <br />A -A <br />UPLIFT CAPACITY = 805 # FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />=1610 # FOR 2 STRAPS <br />FILL 1st 4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />2'-0" 8" <br />�. SOLID W/GROUT <br />A <br />1 PLY PRE-ENGINEERED TRUSS <br />t <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4"TAPCONS <br />BLOCK HEADER ARCH BLKG. & BUCK <br />SIMPSON HM9KT wl (4)1/4"x1 1/2"SDS <br />1/2" DRYWALL * <br />SCREWS & (5)1/4" x 2114"TITEN (IF TRUSS <br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d <br />. <br />8d NAILS AT 8" O.C. AT BUCK <br />SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) <br />2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE <br />BRACE(S) 2 x 8 BRACE! BLKG. INSIDE TO ALLOW FOR INSULATION <br />7/16" OSB TO BE INSTALLED <br />BOND BEAM OR CAST IN PLACE BEAM <br />FOR OVERHANGS BETWEEN OVER 1 1n" <br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR <br />POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. <br />CONTACT ENGINEER of RECORD FOR <br />FURTHER INSTRUCTIONS. <br />SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END <br />RETROFIT TRUSS DETAIL <br />OVERHAN .�' �:. <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />INSTALL WDW. SCREW ANCHOR­--1 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />INTO ARCH BLKG. PER 4 MIN. OF BRACE <br />DETAILS A DETAILS OR THRU <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />INSTALLATION -A PROVIDE TAPCON PER WDW. INSTALLATION <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <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 />IF TRUSSES USED W/ 3 #6 X 4'%" WOOD <br />) () <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 />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL <br />NAILS @ 8" O.C. <br />4' MAX. RAD. <br />ARCH DETAIL <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ <br />TO TRUSS <br />FR TO TRUSS TOP CHORD <br />Rqk <br />.J <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />+ �F <br />�GTN <br />1 n-0„ 5111 <br />-0 <br />SCALE: N.T.S. SS <br />12 <br />+ + PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY SEE <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 SECTION <br />+ + BLOCKING AS <br />• - <br />WITH 1/4" x 3114" TAPCON (1 1/4" MIN. B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />> "p <br />► <br />EMBEDMENT INTO K.) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />• , : ' ►•E*IN <br />/4" MAX �� <br />2-0 8 " <br />TRUSS + SOFFIT <br />. #5 BAR <br />• ►; ► <br />BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />+ + <br />D' ► CENTERED W/ <br />BLKG. &BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />2X4 SYP ► <br />► • ''► TOP 4 <br />1 X 4 FURRING <br />8d NAILS <br />EACH TRUSS <br />► KNOCKOUT / i14 <br />• • CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d <br />NAILS AT EA. END <br />BTWN,., <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. (3) <br />CONNECTOR <br />_ <br />— — <br />MONO FOOTING _ <br />"► ► • <br />G <br />LSPROV <br />SIZE AND REINF. PER PLAN • <br />VERT. BRACES WHEN TEOF <br />TAPCON AT EA. IDE <br />12d NAI <br />SEE LINTEL <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4 <br />JACK TRUSS PROVIDED BY <br />SCHED. <br />AND SECTION DETAILS <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />• <br />2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION <br />() <br />ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SO IT <br />CLEAN FILL .► • <br />DIRT 6 Z <br />TO BE INSTALLED <br />00, <br />BUILT UP PLWD. BUCK - <br />t <br />4- MAXSEE LAN <br />PRECAST LINTEL <br />•: •ffTANDARD <br />4 <br />" <br />SCRIBE (NOTCH) BACKSIDE 7/16 OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />#5 BAR IN HOOK N <br />r <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED WI 2 #6 X 4%' WOOD <br />) () <br />FOR OVER HANG <br />FILLED CELL - • • <br />8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />START OF ARC <br />4, MAX RAD <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'-0") <br />ft 9 � <br />" <br />V :. L V ; • N �. "L, v _. k, <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL <br />INSTALL WDW, SCREW <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />;�'" ', r <br />THRU OSB INTO 2 x 8 <br />ANCHOR INTO ARCH BLKG. <br />O.C. <br />,• ," ,� , <br />PER INSTALLATION DETAILS ARCH DETAIL K <br />B-B <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" =1'-0" SS <br />SCALE: 3/4" =1'-0" SS <br />SECTION DETAILS <br />SCALE: 3/4" =1'-0" <br />GLASS BLOCK INSTALLATION NOTES <br />NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, <br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <br />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <br />CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. <br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <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 />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS <br />REINFORCING. PROVIDE LOWER <br />HOOKED DOWEL <br />DRILL 3/4"x5" MIN. HOLE SET BAR IN <br />1l8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE <br />SEE SHEET D2 AND <br />EPDXY CAP TO PREVENT LEAKAGE <br />TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP <br />FLOOR PLAN FOR <br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL <br />MORE INFO <br />TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR <br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />W.W.M. AT PERIMETER <br />SIMPSON HTT4 w/ (18)10d x 1 <br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 2") <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />1/2" NAILS TO STUDS & (1) - <br />PER ANCHOR <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) <br />(1) #5 BARS CONT. <br />OCCURS <br />5/8" DIA. ALL THREAD ROD <br />"SET" <br />}' #5x6' EMBEDDED INTO EXISTING BOND BEAM <br />� <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. HE SAME SPACING <br />R REINFORCING <br />TOP WITH MIN. 3" <br />EPDXIED w/ SIMPSON a � <br />� <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER <br />COVER V-0" F•F• <br />EPDXY MIN. 6" EMBEDMENT & <br />�, � <br />� FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP <br />3 MIN. EDGE DISTANCE � <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />0. <br />p v NON SHRINK GROUT. <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALLS <br />° °— z— <br />REINFORCING AS FOLLOWS: <br />° <br />T <br />¢ U <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT <br />° e • r <br />a <br />• PRESS PANEL REINFORCING INTO PLACE. <br />v z #5x6' EMBEDDED INTO <br />'� ` 6" MIN. LAP SPLICE W/ <br />`.- <br />• COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL <br />° ' <br />g EXISTING FOOTING 2 #5x6' IN CONC. <br />a ( ) <br />In <br />'y`.:?:. <br />SMOOTH. DO NO FURROW. ''' y `' ' :'` i = .:: <br />° • ' <br />(/� <br />C14 FILLED CELL <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />n <br />DRILL 314"x5" MIN. HOLE <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN LAP <br />GRADE ►. p . ° <br />A' <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE <br />04 <br />�: O <br />REMAIN FREE OF MORTAR. NOTE: <br />M z <br />\ <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. <br />r <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT <br />4" SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL <br />\ ° 2 #5 REBAR. MIN. 3" <br />( ) <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 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 />fv <br />v�i <br />Calk <br />• <br />FLOC �•�� <br />4••'• <br />OFFssloNr �oNx <br />/it�tlllil til��ttt�\��\ <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. 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