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a <br />1x4 1/2" DRYWALL DOOR JAMB (REFEIg 1/2" DRYWALL DOOR JAMB (REFER 1x4 1l2" DRYWALL <br />UNACCEPTABLE INSTALLTION <br />DOOR JAMB (REFER TO PRODUCT <br />TO PRODUCT P.T. TO PRODUCT <br />APPROVAL FOR CONN. <br />MAX.8" <br />PROPER INSTALLATION DO NOT DO THIS <br />` ' <br />2"x BOT. PLATE W/ (2) 10d @ 6" O.C. <br />APPROVAL FOR C1 X 4 <br />APPROVAL FOR CONN. 1x4 <br />` #5 REBAR (TYP,) ' <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X <br />1x4 P.T. 3/16"0 X 3" LONG FURRING <br />" �� <br />3-1/4" LONG X 3/16"0 FURRING FURRING (2) ROWS 3/16 x 3-1/2 <br />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 4" <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 <br />(�,p,) <br />BLOCK@ SPACING ,� x.T. FROMEACH END w/ MIN. 1X8 <br />O.C. 2-ROWS INTO <br />1 DETAIL 2" EDGE DIST. ATTACH <br />PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS �� <br />3 DETAIL <br />STD. 90" ` 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. STAGGERED 12" O.C. <br />@ <br />FILL SOLID HOOK (TYP.) <br />BOTH CELLS <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />3/16" x 3 -112" DOOR JAMB (REFER <br />TAPCON @ 16" 1x4 P.T. <br />TO PRODUCT <br />:71 <br />METAL SEAT PLATE <br />O.C. & 4" FROM DOOR JAMB (REFER <br />APPROVAL FOR CONN. 1x4 1/2"DRYWALLVIL <br />NOTE: <br />EACH END W/ MIN TO PRODUCT <br />DOOR JAMB (REFER*2'p'DGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" <br />TO PRODUCT <br />LAP SHEATHING TO <br />BOTTOM OF BAND <br />x 3-1/2" TAPCON @ 16" <br />JOIST TYPICAL <br />APPROVAL FOR CO(2) ROWS 3/16" x 3-112" 1X4 <br />O.C. & 4" FROM EACH <br />TAPCON 16" O.C. & FURRING <br />@ END w/ MIN. 2" EDGE DIST. <br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />' +211 NOTC FIRST COURSE <br />SIMPSON HGAMIOKTA @ 12" O.C. <br />w/ (4)1/4x1 1/2^ SDS SCREWS <br />.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 <br />' ` <br />INTO BAND JOIST & (4)1/4"x2 3/4" <br />2x DETAIL 21 /4" DETAIL STAGGERED @ 12' O.C. 3-1 /4" DETAIL <br />NOTCH WEB AT THE <br />FIRST 2 COURSES <br />t5^ :FILLED <br />TITEN INTO K.O. BLOCK <br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC <br />CELL PER <br />FOUNDATION PLAN <br />FILLED CELL INSTALLATION KH <br />RETROFIT FOR MISSING <br />EMBEDDED STRA <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. <br />2X8 P.T. BUCK -CONNECT TO BLOCK SECTION <br />UPLIFT CAPACITY = 805 # FOR 1 STRAP <br />W/ 1/4" x 3114" TAPCON (1 1/4"MIN. A -A <br />=1610 # FOR 2 STRAPS <br />FILL 1st 4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX 21-011 O11 <br />�. SOLID W/GROUT <br />,r 0 <br />1 PLY PRE-ENGINEERED TRUSS <br />` <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS <br />BLOCK HEADER ARCH BLKG. &BUCK <br />ez SIMPSON HM9KT w/ (4)1!4"x1 1/2" SDS <br />1/2" DRYWALL * <br />SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS <br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d <br />8d NAILS AT 8" O.C. AT BUCK <br />SINKERS AND (7) 1/4"X2 1/4" 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" OS TO BE INSTALLED <br />BOND BEAM OR CAST IN PLACE BEAM <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <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 />OVERHAN <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END <br />RETROFIT TRUSS DETAIL <br />�... <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />\_2 <br />N.T.S. <br />� ...: <br />x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INSTALL WDW. SCREW ANCHOR ­'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 />2 X 4 #2 SYP SCAB TO SIDE OF <br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <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 1/7 <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 't <br />IF TRUSSES USED W/ 3 #6 X 4%' WOOD <br />) () <br />* DOUBLE 2x4 SCAB FOR T-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 />ARCH DETAIL J 4' MAX RAD <br />USEN. (1) SIMPSON1/ TITENw/ <br />xo�FRyq� TO TRUSS TOP CHORD <br />16" O.C.(CENTERED) <br />ATD <br />+ �FiyG <br />1 a-0° 5a-0'a <br />SCALE: N.T.S. SS <br />12 <br />+ + rN PLYWOOD SHEATHING <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 SECTION <br />+ BLOCKING AS <br />WITH 1l4" x 31/4" TAPCON (1 1/4' MIN. B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />> ► ' '4 <br />EMBEDMENT INTO K. ) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />• ► <br />/4" MAX 1 n 11 <br />2 -0 8 <br />TRUSS + <br />+ SOFFIT <br />• . • ., #5 BAR <br />i • ► p <br />BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON i <br />+ <br />p 1-0 ' ` • : CENTERED W/ <br />BLKG. & BUCK <br />2X6 TO 2X4 (i 0) <br />, <br />I. ' ' • + ' ' • IN TOP o <br />1 X 4 FURRING <br />8d NAILS <br />EACH TRUSS <br />_ KNOCKOUT/ N <br />► :� <br />CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d <br />NAILS AT EA. END <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ (3) <br />CONNECTOR <br />III — <br />MONO FOOTING <br />•' ► • <br />E <br />PROVIDE 2 x 8 DIAG. BRACE B <br />SIZE PER • <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />BUCK - (1) WITHIN 4 „ <br />12d NAILS__/ <br />SEE LINTEL <br />ILS -I <br />AND SECTION DETA <br />BRACE EXCEEDS 24" <br />JACK TRUSS PROVIDED BY. <br />SCHED. <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />- • <br />CLEAN FILL ! <br />2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP 24" O.C. � <br />O° <br />ENTER SO IT <br />.► �. <br />DIRT z <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />'-0" E LAN <br />PRECAST LINTEL <br />' STANDARD <br />i 901 HOOK N <br />SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />#5 BAR IN <br />TO FIT ARCH CONNECT W/ <br />START OF ARC <br />IF TRUSSES USED) W/ (2) #6 X 4Y,' WOOD <br />FOR OVER HANG <br />FILLED CELL , -. [ • ■ - , <br />��, '� <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'-0") <br />:.'l� j . It :. <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 THRU OSB INTO 2 x 8 <br />O.C. <br />■r ``' '`' •' ■r ` `' `' <br />ANCHOR INTO ARCH BLKG. <br />PER INSTALLATION DETAILS ARCH DETAIL K <br />SECTION @ ENTRY <br />SECTION @ ROOF EXTENSION (� <br />STEMWALL FOOTING SIZE AND <br />REINF. PERLAN <br />B B— <br />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 />CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. <br />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <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 />1/8". 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 ± 2") <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 <br />41� <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. OCCURS <br />TOP WITH MIN. 3" <br />5/8" DIA. ALL THREAD ROD <br />EPDXIED w/ SIMPSON "SET" <br />> #5x6' EMBEDDED INTO EXISTING BOND BEAM <br />z <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING <br />COVER V-0" <br />EPDXY MIN. 6" EMBEDMENT & <br />O <br />cn <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER <br />3" MIN. EDGE DISTANCE <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP <br />U. v NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />LU zi A <br />a <br />REINFORCING AS FOLLOWS: = : ':"<' ` <br />47 <br />1 <br />SEALANT <br />" PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />e <br />g <br />P <br />v #5x6' EMBEDDED INTO <br />' INTO PLACE. <br />PRESS PANEL REINFORCING I 0 6" MIN. LAP SPLICE <br />z <br />a EXISTING FOOTING (2) #5x6' IN CONC. <br />" COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL L <br />REINFORCING PANEL <br />Cl) N FILLED CELL <br />SMOOTH. DO NO FURROW. <br />► <br />` <br />DRILL 3/4"4" MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT ' <br />GRADE e. . > <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP <br />p <br />e <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: <br />M .p <br />` <br />f <br />REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. <br />: � <br />\ <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />0 ► <br />\ <br />�.a <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT <br />• <br />n <br />4 SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL <br />� <br />1k\ ' " <br />(2) #5 REBAR. MIN. 3 <br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE <br />� <br />16 MIN. COVER EA. WAY <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 />A SECT 10 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 />I 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 />" <br />RETROFIT 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 />SCALE: 314„= 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 />SE �"''9 <br />`' v <br />cv. <br />• � 2ro — <br />` 9 <br />; <br />FLO <br /><< <br />SS�a�'r��� <br />To the best of the Engineers 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 8th Edition. 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