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3 <br />v <br />m <br />c <br />a� <br />_ <br />n <br />0 <br />0 <br />00 <br />to <br />G <br />r" <br />I <br />N <br />,m <br />J <br />00 <br />to <br />rp <br />I <br />N <br />c <br />3 <br />H <br />Q <br />0 <br />NO <br />a <br />E <br />E <br />_ <br />v <br />c <br />c <br />J <br />LL <br />0 <br />U <br />v <br />c <br />i <br />z <br />8 <br />0 <br />a <br />i <br />a <br />0 <br />0 <br />ti <br />N <br />N <br />0 <br />0 <br />0 <br />rn <br />N <br />0 <br />,o <br />Y <br />�O <br />m <br />v <br />rn <br />1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL <br />UNACCEPTABLE INSTALLTION <br />MAX. 8 <br />DOOR JAMB (REFER TO PRODUCT <br />TO PRODUCT P.T. TO PRODUCT <br />PROPER INSTALLATION DO NOT DO THIS # <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 <br />1x4 <br />` #5 REBAR (TYP,) <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />BOTTOM PLATE W/ 8d 4" <br />1x4 P.T. 3/16"0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" FURRING <br />#5 REBAR ` ' <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />O. D <br />O.C., 2 ROWS STAGGERED <br />3-1/4" LONG X 3/16 FURRING TAPCONS <br />(TYP,) <br />TAPCON 16" O.C. & 4" 2Xg <br />TAPCON. INTO STAGGERED @ 16" <br />` ' <br />1x8 P.T. FROM EACH END w/MIN. 1X8 <br />BLOCK@ SPACING " O.C. 2-ROWS INTO <br />1 DETAIL 2" EDGE DIST. ATTACH <br />2x BAND JOIST W/ FACE NAIL 10d <br />PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NAILS�� <br />3 DETAIL <br />TD. 90° HOOK (TYP.) <br />STD. 90^ ` <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. <br />FILL SOLID HOOK (TYP.) <br />BOTH CELLS <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />DOOR JAMB (REFER <br />TAPCON @ 16" 1x4 P.T. TO PRODUCT <br />METAL SEAT PLATE <br />O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL <br />NOTE: <br />LAP SHEATHING TO <br />LA <br />DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT <br />TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2" x O.C.& TAPCON @ H 1x4 <br />() & 4+' FROM EACH <br />.C. FURRING <br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. <br />� NOTC @ FIRST COURSE <br />SIMPSON HGAMIOKTA @ 12" O.C. <br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />' +2 <br />w/ (4) 1/4x1 1/2" SDS SCREWS <br />2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 <br />` <br />H <br />INTO BAND JOIST & (4) 1/4"x2 3/4" <br />TITEN INTO K.O. BLOCK <br />2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /411 DETAIL <br />NOTCH WEB AT THE <br />2 <br />Lww_ <br />+5A FIRST COURSES ` <br />Al a <br />BUILDOUT OVER SIZE DOOR —WINDOW ROUGH OPEN INGS CC <br />FouNoaTONP�aN <br />FILLED CELL INSTALLATION H <br />RETROFIT FOR MISSING <br />EMBEDDED STRA <br />SCALE: N.T.S. SS <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. <br />INFO SCALE: N.T. <br />SCALE: N.T.S. <br />SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK SECTION <br />UPLIFT CAPACITY = 805 #FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. A <br />-A <br />= 1610 #FOR 2 STRAPS <br />FILL 1st4COURSES <br />SOLID wIGRouT <br />EMBEDMENT INTO BILK.) 1/4" MAX <br />,r 2'-0" F. <br />1 PLY PRE-ENGINEERED TRUSS <br />° <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"xl 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 /><. <br />2 x 8 45' DIAGONAL (4)10d NAILS <br />LEAVE A CUT OUT IN O.S.B. ON THE <br />BRACE(S) 2 x 8 BRACE/, <br />7BK <br />INSIDE TO ALLOW FOR INSULATION <br />7/16" OSB <br />CUT HN O.S.B. FOR <br />TO BE INSTALLED <br />BOND BEAMOR CAST IN PLACE BEAM <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <br />ENGINEER OF RECORD FORSCRIBE <br />BUILT UP PLWD. BUCK ARCH PANEL <br />POLY IN THIS AREA <br />2 x 8 45 DIAGONAL BRACE AT EA.coNracT <br />FURTHER INSTRUCTIONS. <br />(NOTCH) <br />BACKSIDE TO FIT ARCH (4)NAILS INTO 2 x 8 <br />FACE OF ARCH W/ (3)10d NAILS <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />OVERHAN > <br />, <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />A. <br />2 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 <br />() <br />PROVIDE WITHIN <br />RETROFIT WALL OVERHANG DETAIL NTS <br />INTO ARCH BLKG. PER <br />INSTALLATION DETAILS A <br />BRACE <br />4" MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />FOR OVERHANGS BETWEEN 3/4" TO 1 112" <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 2'-6" <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH <br />IF TRUSSES USED) W/ (3) #6 X 4Y WOOD <br />* <br />DOUBLE 2X4 SCAB FOR Z-6 _ TO 4 O 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 />(2)10d NAILS @ 8" O.C. <br />ARCH DETAIL J <br />4 MAX. RAD. <br />DTITEN (CENTERED) w/ � <br />x <br />TO TRUSS TOP CHORD <br />���RygN <br />MIN. 4" EMBEDMENT AT16" O.C. <br />+ `� <br />NOT <br />1 ' -O " ' 5 -0 " <br />SCALE: N.T.S. <br />SS <br />12 <br />+ + H PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY — <br />/ <br />TRUSS COMPANY OR p�qN� <br />2x6 #2 SYP @ 24" O.C. <br />+ + <br />+ + <br />+ + BLOCKING AS <br />01LUNISH FLOQR <br />° . .. �• <br />2 <br />x 8 BUCK - CONNECT TO BLOCK SECTION <br />WITH <br />1/4" x 31/4" TAPCON (1 1/4" MIN. B_B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />>. <br />EMBEDMENT INTO ) <br />/4 MAX <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />TRUSS <br />° ° o.. #5 BAR <br />BLOCK HEADER <br />2 -0 8 <br />SOLID BLKG. AT TOP BTWN. ARCH <br />5 12d NAILS SIMPSON <br />() <br />+ + SOFFIT <br />°D, ° 10" s P b'° ° <br />9 H CENTERED W/ <br />If IN TOP <br />1 X 4 FURRING <br />BLKG. &BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />2X4 SYP . ®s <br />• D • • ° ' ' <br />, .a KNOCKOUT / cal <br />8d NAILS <br />EACH TRUSS <br />.' <br />° <br />8d NAILS @ 8" O.C. AT BUCK <br />PROVIDE 2 8 DIAG. BRACE B <br />2 x 8 VERT. W/ (2)1 Od <br />NAILS AT EA. ENDLZ <br />PROVIDE (2) MIN. <br />PROVIDE 2x . <br />s s <br />CONNECTOR �® <br />.a tr ° <br />MONO FOOTING °, <br />x <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />CONT. W/ (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 />• <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />CLEAN FILL .o °. ° <br />2 x 8 VERT. BRACE(S) <br />INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SO IT <br />DIRT b • z <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />STANDARD o <br />.°. °rgyHOOK N <br />SCRIBE (NOTCH) BACKSIDE <br />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 />IF TRUSSES USED) W/ (2) #6 X 4'." 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 @ 16O.C. MAX. OR 1F MASONRY <br />(MAX. 4-0 <br />'" ) <br />. . - �. , W ., <br />. N � . <br />INSTALL WDW, SCREW <br />BTWN. OSB ARCH FACES W/ (4)1Od NAILS EQUAL EQUAL <br />4 MAX. RAD. <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />_ _ <br />, s• ', a •, s• Sk <br />ANCHOR INTO ARCH BLKG. <br />THRU OSB INTO 2 x 8 <br />O.C. <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS <br />B—B <br />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"4"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 <br />ANCHOR <br />x 1 <br />SIMPSON2" <br />MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" <br />( ) <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 STUDS & - <br />NAILHTT4 U S & (1) <br />COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />(1) #5 BARS CONT. <br />5/8" DIA. ALL THREAD ROD <br />L O <br />#5x6' EMBEDDED INTO EXISTING BOND BEAM <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) <br />OCCURS <br />TOP WITH MIN. 3" <br />EPDXIED w/ SIMPSON "SET" <br />zo <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING <br />( REINFORCING <br />COVER 6'-0■ <br />EPDXY MIN. 6" EMBEDMENT & <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 <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />O <br />A <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />, ; P <br />LU <br />REINFORCING AS FOLLOWS: SEALANT <br />—-- T <br />L` a <br />Q <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />' 1TI--TIT— —I - <br />k" --�fi� <br />F- <br />#5x6 EMBEDDED INTO <br />* PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ <br />°—I I <br />v <br />EXISTING FOOTING (2) #5x6' IN CONC. <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL— <br />REINFORCING PANEL <br />.: <br />¢ ° <br />cn N <br />FILLED CELL <br />SMOOTH. DO NO FURROW. - <br />° — — <br />o I= 7 <br />' ° 1 <br />DRILL 3/4 x5„ MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT <br />GRADE o. P TI1- <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP <br />p <br />O <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE <br />NOTE: <br />- a <br />04 <br />Cl) <br />REMAIN FREE OF MORTAR. <br />_ z_ <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT <br />'0 <br />4" SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL <br />\ <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. COVER EA. WAY <br />SECTION <br />A <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" =1'-0" <br />SCALE: 3/4" =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 />i <br />f <br />:° <br />.. <br />• (j fU <br />�`y�I �Sy <br />_ ii .• '� CIF <br />••• <br />O <br />4 <br />Q?0j, <br />F L <br />.SS�ok <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 Florida Building Code - <br />Residential 6th Edition. 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