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3 <br />N <br />Z <br />C <br />LO <br />• O <br />to <br />00 <br />I <br />N <br />a <br />d' <br />C <br />CD <br />x <br />00 <br />0 <br />0 <br />J <br />rn <br />00 <br />0 <br />i <br />/ <br />3 <br />O <br />O <br />/ <br />d <br />E <br />FT <br />CD <br />E <br />0 <br />2 <br />0 <br />c <br />J <br />y <br />Li <br />0 <br />0 <br />U <br />i <br />4 <br />0 <br />d <br />i <br />CL <br />0 <br />OU <br />J <br />c� <br />0 <br />d <br />0 <br />0 <br />0 <br />0 <br />0 <br />W <br />0 <br />0 <br />1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL <br />UNACCEPTABLE INSTALLTION � <br />DOOR JAMB (REFER TO PRODUCT <br />TO PRODUCT P.T. TO PRODUCT <br />Mom( 8„ <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. <br />APPROVAL FOR CONN. 1x4 1 X 4 <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 „ FURRING <br />3-1/4" LONG X 3/16"0 FURRING TAPCONS (2) ROWS 3/16 x 3-1/2 <br />#5 REBAR ` ' <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />D <br />O.C., 2 ROWS STAGGERED <br />O. <br />TAPCON. INTO TAPCON @ 16" O.C. & 4" 2X8 <br />STAGGERED @ 16" <br />(TYP,) <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 />PER MANUFACTURE MASONRY THROUGH 1-1/2" DETAIL 1 x8 w/ (2) ROWS 8d NALS �� <br />3 DETAIL <br />`,STD. 90° HOOK (TYP.) <br />STD. 90^ ` i� <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 <br />LIDLS HOOK (TYP.) <br />BOTDOOR <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />TAP x 3 -1/2" JAMB (REFER <br />TAPCON @ 16° 1x4 P.T. TO PRODUCT <br />METAL SEAT PLATE <br />O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL <br />APPROVAL FOR CONN. 1x4I�JLJILL <br />NOTE: <br />DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT <br />LAP SHEATHING TO <br />BOTTOM OF BAND <br />APPROVAL FOR CONN. 2x8 P.T. w/ 2 ROWS 3/16" <br />TO PRODUCT 2' EDGE DIST. ( ) <br />� � <br />JOIST TYPICAL <br />x 3-1/2" TAPCON @ 16" <br />APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2" 1x4 <br />() O.C. & 4" FROM EACH <br />FURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. <br />4" FROM EACH END w/ <br />±2" NOTC F @FIRST COURSE <br />SIMPSON HGAM10KTA 12" O.C. <br />2x8 P.T. ATTACH SECOND PLY w/ <br />' <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 />INTO BAND JOIST & (4) 1/4' 3/4" <br />TITEN INTO K.O. BLOCK <br />2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL <br />NOTCH WEB AT THE ' <br />±5^ FIRST 2 COURSES ` <br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC <br />FILLED CELL PER <br />_.T, v <br />FOUNDATION PLAN FILLED CELL INSTALLATION rH <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. 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 SECTION <br />UPLIFT CAPACITY = 805 # FOR 1 STRAP <br />W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. A <br />-A <br />=1610 #FOR 2 STRAPS <br />FILL 1st4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />.e SOLID W/GROUT <br />,i 2- 8" <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />1 PLY PRE-ENGINEERED TRUSS <br />BLOCK HEADER ARCH BLKG. & BUCK <br />1/4" x 31/4" TAPCONS <br />• ° <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 />;. <br />2 x 8 45' DIAGONAL (4) 10d NAILS 7KG <br />LEAVE A CUTOUT IN O.S.B. ON THE <br />BRACE(S) 2 x 8 BRACE/ <br />INSIDE TO ALLOW FOR INSULATION <br />7/16" OSB <br />TO BE INSTALLED <br />BOND BEAM OR CAST IN PLACE BEAM <br />FOR OVERHANGS BETWEEN OVER 1 112" <br />BUILT UP PLWD. BUCK ARCH PANEL CUT H.S.B. FOR <br />CONTACT ENGINEER OF RECORD FOR <br />' <br />SCRIBE (NOTCH) POLYTHIS AREA <br />2 x 8 45 D174GONAL BRACE AT EA. <br />FURTHER INSTRUCTIONS. °~' ' %• <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 />OVERHAN b <br />CONNECT W/ 8d NAILS BRACE/JBLKGINTO <br />N.T.S. <br />INSTALL WDW. SCREW ANCHOR-' 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />° <br />ARCH FACES W4 <br />INTO ARCH BLKG. PER ) 10d NAILS THRU OSB INTO 2 x 8 <br />( <br />PROVIDE TAPCON WITHIN <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />4"MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />TRUSS AS SHOWN FOR O.H. UP TO Z-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 Z-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 />(2)10d NAILS @ 8" O.C. <br />ARCH DETAIL J <br />4 MAX. RAD. <br />USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/ <br />k °�FRygN TO TRUSS TOP CHORD <br />MIN. 4 EMBEDMENT AT 16 O.C. <br />+ �FNC <br />1-Orr 5r_�rr <br />SCALE: N.T.S. SS <br />12 <br />+ TN 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 />° " " <br />WITH 1/4 x 31/4 TAPCON (1 1/4 MIN. B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />> <br />EMBEDMENT INTO11 K.) <br />„ <br />MAX <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />° ° o.. #5 BAR <br />2'-0" 8" <br />BLOCK HEADER SOLID <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5) 12d NAILS SIMPSON <br />TRUSS + + SOFFIT <br />+ <br />A' .o p ° ° CENTERED W/ <br />° <br />1 X 4 FURRING BLKG. & BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />2X4 SYP <br />y N TOP O <br />, <br />' KNOCKOUT / c� <br />8d NAILS <br />EACH TRUSS <br />> . <br />8d NAILS @ 8" O.C. AT BUCK <br />/ <br />_ ° CHAIR BLOCK <br />2 x 8 VERT. W/ (2) 10d <br />NAILS AT EA. END <br />PROVIDE 2 x 8 DIAG. BRACE BTWN,,, <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ (3) • <br />CONNECTOR °�• ' <br />- p, <br />MONO FOOTINGRd •�' P° <br />f <br />SIZE AND REINF. PER PLAN — <br />VERT. BRACES WHEN HGT. OF <br />EA. SIDE <br />TAPCBUCK <br />12d NAILS <br />SEE LINTEL <br />AND SECTION DETAILS <br />BRACE EXCEEDS 24" <br />- (AT <br />BUCK - (1) WITHIN 4" <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 />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 Z <br />TO BE INSTALLED <br />OOF <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />°: <br />C:)SCRIBE <br />(NOTCH) BACKSIDE 7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />ASTANDARD <br />o99 HOOK N <br />#5 BAR IN <br />TO FIT ARCH CONNECT W/ <br />NOTE: 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 />SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'-0") <br />• • • ' • ' <br />, : • . , �- • �� , : �� <br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL <br />INSTALL WDW, SCREW <br />4' MAX. RAD. <br />GABLE ONLY, CORNERS 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 />SHALL NOT BE FRAMED AS O.C.Sk <br />r �.. �. �, <br />PER INSTALLATION DETAILS <br />B-B ARCH DETAIL K <br />HIP' <br />DESIGNED ONLY FOR THE SECTION @ENTRY L <br />SECTION @ ROOF EXTENSION M <br />STEMWALL FOOTING SIZE AND <br />REINF. PERLAN AND STEMWALL <br />SCALE: N.T.S. SS <br />INSTALLATION OF SHINGLE SCALE: 3/4" = V-0" <br />SS <br />SCALE: 3/4" = V-0" <br />SS <br />MONO TO STEMWALL FOOTING SECTION DETAILS <br />AND METAL ROOF FINISH <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 />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 />DRILL 34'4" MIN. HOLE SET BAR IN <br />r_� <br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE <br />HOOKED DOWEL <br />SEE SHEET D2 AND <br />EPDXY CAP TO PREVENT LEAKAGE <br />4 <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 <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 />( ) <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. 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. OCCURS <br />5/8" DIA. ALL THREAD ROD <br />"SET" <br />z <br />#5x6` EMBEDDED INTO EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCINGTOP <br />WITH <br />w/ SIMPSON <br />O <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER <br />COVER 6�-0" <br />EPDXY MIN. 6" EMBEDMENT & ` <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE ) <br />3 MIN. <br />IN. EDGE DISTANCE <br />w <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP <br />tl <br />0w <br />NON SHRINK GROUT. <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />n ° <br />a <br />A <br />REINFORCING AS FOLLOWS: <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT <br />P o I — — V , r <br />---i <br />l <br />I— g <br />P <br />PRESS PANEL REINFORCING INTO PLACE. <br />#5x6 EMBEDDED INTO <br />* 6" MIN. LAP SPLICE W/ <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL <br />I I I I - <br />I— <br />¢ <br />EXISTING FOOTING (2) #5x6IN CONC. <br />SMOOTH. DO NO FURROW. <br />° _ <br />p I <br />—ITF <br />N <br />FILLED CELL <br />DRILL 3/4 MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT <br />o- <br />GRADE �- <br />x5 <br />SET BAR IN EPDXY.,_ <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP <br />P, p . ° <br />O <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE <br />N <br />REMAIN FREE OF MORTAR. NOTE: <br />`' z \ <br />` <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. <br />KSEALANT <br />r g • o <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />° ° <br />'0 <br />4" SAW CUT <br />T EMOVE SURPLUS MORTAR DRY. GLASS BLOCK DETAIL <br />FACES OF GLASS BLOCKS TD <br />\ ° (2) #5 REBAR. MIN. 3" <br />TOOL JOI S SMOOTH AND CONCAVE, BEOFORE MORTAR TAKES FINAL SEM (REMOVEWIPE <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 MAYBE INSTALLED IN ANY OPENING. <br />SCALE: 3/4 =1-0 <br />„ <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 />f �`A``®' <br />��,R�tE1s��it4ifl81igd <br />, <br />a �� ,: •\Ca n � � <br />pG <br />��,• <br />C_ <br />e <br />�'•. <br />F L <br />Y/`'lof'it I I I I1111100 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. 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