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3 <br />Q <br />v <br />00 <br />O <br />0 <br />J <br />co <br />L0 <br />00 <br />I <br />rn <br />S <br />00 <br />N <br />0 <br />0 <br />J <br />LO <br />00 <br />I <br />rn <br />3 <br />a <br />N <br />0 <br />a <br />v <br />2 <br />2 <br />`v <br />C <br />J <br />2 <br />LZ <br />P <br />EI <br />1x4 1/2" DRYWALL <br />1/2" DRYWALL DOOR JAMB REFER <br />DOOR JAMB (REFE*.T. <br />1x4 1/2" DRYWALL <br />UNACCEPTABLE INSTALLTION <br />DOOR JAMB (REFER <br />TO PRODUCT P.T. <br />TO PRODUCT TO PRODUCT <br />MAX 8„ <br />` <br />PROPER INSTALLATION DO NOT DO THIS <br />' <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />APPROVAL FOR CONN. <br />APPROVAL FOR CAPPROVAL FOR CONN. <br />1x4 <br />1 X 4 <br />` #5 REBAR (TYP,) <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d 4" <br />1x4 P.T. <br />3-1/4" LONG X 3/16" 0 FURRING <br />3/16" 0 X 3" LONGFURRING (2) ROWS 3/16" x 3-1/2" <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 <br />STAGGERED 16" TAPCON @ 16" O.C. & 4" <br />°� <br />2X8 <br />(TYP,) <br />` <br />' <br />BLOCK@ SPACING „ <br />1 DETAIL <br />xFROM EACH END w/MIN. <br />O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH <br />1X8 <br />2x BAND JOIST W/ FACE NAIL 10d <br />PER MANUFACTURE <br />MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS 3" <br />DETAIL <br />` 0TD, <br />STD. 90^ <br />90° HOOK (TYR) <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. <br />FILL SOLID <br />BOTWEB <br />HOOK (TYP.) <br />FACE NAILS 10d @ TRUSS VERT. <br />"2" <br />16 <br />1x4 P.T. DOOR JAMB (REFER <br />TO PRODUCTOM <br />T <br />DOOR JAMB (REFER <br />1/2" DRYWALLDOOR <br />TE: <br />t[B <br />W/ MIN. <br />APPROVAL FOR CONN. <br />TO PRODUCT <br />1x4 <br />LIL 71L E// <br />P SHEATHING TO <br />JAMB (REFER <br />6EGE <br />TO PRODUCT T. <br />APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" <br />'x <br />3-1/2" TAPCON @ 16"APPROVAL FOR CONN.2 ROWS 3/16" x 3-1/2" 1x4IO O.C. & 4" FROM EACH <br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. <br />FURRINGJ <br />NOTC F� @FIRST COURSE <br />MPSON HGAM10KTA @ 12" O.C. <br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />' +2 <br />- <br />� <br />w/ (4)1/4x1 1/2" SDS SCREWS <br />..Q'D <br />MIN, 2" EDGE DIST. (2) ROWS 10dx3" <br />2x8 <br />` <br />INTO BAND JOIST & (4) 1/4"x2 3/4" <br />TITEN K.O. BLOCK <br />2x DETAIL <br />2 1 /4" DETAIL STAGGERED @ 12" 0' 3-1 /41' DETAIL <br />+5 <br />NOTCH WEB AT <br />FIRST 2 COURSES E '' <br />` <br />INTO <br />7—L <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />CELL PER <br />FOUNDATIONLED <br />PLAN <br />FILLED CELL INSTALLATION <br />H <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. <br />QS—.") <br />SCALE: N.T.S. <br />SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />SECTION <br />UPLIFT CAPACITY = 805 # FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON (1 1/4"MIN. <br />A_A <br />=1610 # FOR 2 STRAPS <br />:: + <br />FILL 1st 4 COURSES <br />SOLID WlGROUT <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />2'-0" <br />8" <br />R <br />1 PLY PRE-ENGINEERED TRUSS <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />1/4" x 31/4" TAPCONS <br />BLOCK HEADER ARCH BLKG. & BUCK <br />SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS <br />1/2" DRYWALL * <br />SCREWS & (5)1/4" x 2 1/4" 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 <br />LEAVE A CUT OUT IN O.S.B. ON THE <br />•s <br />BRACE(S) 2 x 8 BRACE/BLKG. <br />INSIDE TO ALLOW FOR INSULATION <br />y <br />7/16" OSB <br />CUT HOLE IN O.S.B. FOR <br />TO BE INSTALLED <br />BOND BEAM OR CAST IN PLACE BEAM <br />FOR OVERHANGS BETWEEN OVER 1 112" <br />CONTACT ENGINEER OF RECORD FOR <br />BUILT UP PLWD. BUCK ARCH PANEL <br />POLY -CELL IN THIS AREA <br />2 x 8 45 DIAGONAL BRACE AT EA. <br />FURTHER INSTRUCTIONS. <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 />OVERRAN <br />'' '' '•' `' <br />CONNECT W/ 8d NAILS BRACE/BLKG. <br />N: <br />N.T.S. <br />x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR\_2 <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 <br />INSTALLATION DETAILS A <br />4" MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" <br />-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 Z-6" <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN, OF START OF <br />ARCH <br />IF TRUSSES USED W/ 3 #6 X 4'Y2' WOOD <br />) () <br />* DOUBLE 2X4 SCAB FOR 2'-T TO 4'-0" O.H. <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. <br />START OF ARC <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL <br />(2)10d NAILS @ 8" O.C. <br />ARCH DETAIL <br />4 MAX. RAD. <br />USE (1) SIMPSON 1/2' HD TITEN (CENTERED) W/ <br />k OAF TO TRUSS TOP CHORD <br />yqN <br />.J <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />+ �FNGT <br />1 r-�° 5r-�° <br />SCALE: N.T.S. <br />SS <br />12 <br />+ + <br />H PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY <br />+ + <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24 O.C. <br />+ + <br />+ BLOCKING AS <br />+ <br />INISH FLO QR <br />° <br />2 x 8 BUCK - CONNECT TO BLOCK SECTION <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />� <br />' <br />„ EMBEDMENT INTO K.) <br />MAX <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />TRUSS + <br />•.' #5 BAR <br />�14 <br />BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH <br />Z-0" 8" <br />(5)12d NAILS SIMPSON <br />SOFFIT <br />+ <br />+ <br />�_ o p D ° ° <br />°D. ° 10 � <br />9 H [::::CENTERED W/ - <br />IN TOP <br />X 4 FURRING BLKG. &BUCK <br />H2.5A w/ 10 <br />2X6 TO 2X4 NAILS () <br />2X4 SYP1 <br />EACH TRUSS e <br />° ° <br />KNOCKOUT / N o <br />°7 <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 2x <br />CONNECTOR �. <br />_ <br />_ <br />MONO FOOTING . <br />o ° <br />PROVIDE 2 8 DIAG. BRACE BT <br />PROVIDE (2) MIN. <br />CONT. W/ <br />.A . <br />x <br />(3) <br />° <br />SIZE AND REINF. PER PN <br />LA <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />12d NAILS <br />SEE LINTEL <br />AND SECTION DETAILS -I <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4" <br />JACK TRUSS PROVIDED BY <br />SCHED. <br />�Iz <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2X4 <br />CLEAN FILL , <br />2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION <br />() <br />ARCH <br />#2 SYP @ 24" O.C. <br />tENTER SO IT <br />DIRT 6 z <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />LINTEL <br />N <br />ffTANDARDPRECAST <br />°SCRIBE <br />(NOTCH) BACKSIDE 7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />#5 BAR IN °HOOK <br />r <br />TO FIT ARCH CONNECT W/ <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 />START OF ARC <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 />4' MAX. RAD. <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />THRU OSB INTO 2 x 8 <br />O.C. <br />rr �• p. nr �r pr <br />ANCHOR INTO ARCH BLKG. <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS B-g ARCH DETAIL rK <br />SECTION @ ENTRY L <br />SECTION @ ROOF EXTENSION M <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: 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 <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 />TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS <br />ANCHOR <br />SIMPSON HTT4 w/ (18) 10d x 1 <br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") <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 />1/2" NAILS TO STUDS & (1) - <br />COURSES TO PREVENT THE MORTAR FROM BEING OUT. <br />1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />(1) #5 BARS CONT. <br />5/8" DIA. ALL THREAD ROD <br />>- #5x6' EMBEDDED INTO EXISTING BOND BEAM <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />9 ga. PANEL PER ANCHOR) <br />OCCURS <br />TOP WITH MIN. 3" <br />EPDXIED w/ SIMPSON "SET" a <br />z0 <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />COVER g�_0 <br />EPDXY MIN. 6" EMBEDMENT & <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />F.F <br />3" MIN. EDGE DISTANCE `. <br />¢ FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) EXPANSION STRIP <br />\ <br />w NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />0 v A <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />, ; P <br />v a <br />REINFORCING AS FOLLOWS: <br />a 1 <br />* PLA E LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />c <br />r• SEALANT <br />n c — — <br />I �1T���IT� <br />g IIIT— <br />< <br />� � , <br />* PRESS PANEL REINFORCING INTO PLACE. <br />— I <br />v z #5x6 EMBEDDED INTO <br />6 MIN. LAP SPLICE W/ <br />c <br />o' I I I� <br />_ <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 />< <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />`..' <br />°. <br />� � ° <br />N <br />DRILL 3/4"x5" MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT <br />GRADE o. v I I <br />`. <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 />"' _Z <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <br />C g • o <br />` <br />\tea <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 <br />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 />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" =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 />0 <br />0 <br />0 <br />.�,y��e�t1�6l�#Sf6�%�►�,����s <br />qb <br />Q <br />".e CO <br />o� <br />0FESS0 `0� <br />F��rrrclltl�,�W0 <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 Florida Building Code - <br />Residential 6th Edition. 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