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DOOR JAMB (REFER 1x4 1/2" DRYWALL <br />DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER <br />1x4 1/2" DRYWALL <br />MAX 8„ UNACCEPTABLE INSTALLTION <br />40 <br />TO PRODUCT P.T. <br />TO PRODUCT TO PRODUCT <br />APPROVAL FOR CONN. <br />PROPER INSTALLATION <br />DO NOT DO THIS <br />2"x BOT. PLATE W/ (2) 10d @ 6" O.C.APPROVAL <br />APPROVAL FOR CONN. <br />FOR CONN. <br />1x4 <br />1 X 4 <br />` #5 REBAR (TYP,) ' <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />4" <br />1X43-1/4" LONG X 3/16"0 FURRING <br />3/16"0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" <br />TAPCONS <br />FURRING <br />#5 REBAR ` <br />' <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />2X BOTTOM PLATE W/ 8d @ <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />TAPCON @ 16" O.C. & 4" <br />STAGGERED @ 16" <br />2Xg <br />(TYp,) <br />` <br />BLOCK@ SPACING �� <br />1 DETAIL <br />1x8 P.T. FROM EACH END w/ MIN. <br />O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH <br />1X8 <br />PER MANUFACTURE <br />MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS <br />3 <br />�� <br />DETAIL <br />a <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 <br />BOTH CELLS <br />HOOK (TYP.) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />TAPCON @ 16" <br />TAP x 3 -@ 1 <br />1x4 P.T. DOOR JAMB (REFER <br />METAL SEAT PLATE <br />O.C. & 4" FROM <br />DOOR JAMB (REFER TO PRODUCT <br />APPROVAL FOR CONN. <br />TO PRODUCT <br />1x4 1/2" DRYWALL <br />LAP SHEATHING TO <br />DOOR JAMB (REFER EACH END W/ MIN <br />TO PRODUCT 2" EDGE DIST. <br />APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" <br />' ` <br />BOTTOM OF BAND <br />x 3-1/2" TAPCON @ 16" <br />JOIST TYPICAL <br />APPROVAL FOR CONN. <br />2 ROWS 3/16" x 3-1/2" <br />() O.C. & 4" FROM EACH <br />1x4 <br />.' <br />— —j <br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. <br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />FURRING <br />+2" <br />' - <br />NOTC FIRST COURSE <br />� <br />SIMPSON HGAM10KTA @ 12" O.C. <br />w/ (4) 1/4xl 1/2" SDS SCREWS <br />2x P.T. AS REQ'D <br />MIN. 2" EDGE DIST. (2) ROWS 10dx3" <br />2x8 <br />I <br />INTO BAND JOIST & (4) 1/4"x2 3/4" <br />K.O. BLOCK <br />2x DETAIL <br />2 1/4" DETAIL STAGGERED @ 12" O.c. 3-1/4" DETAIL <br />+5^ <br />L <br />NOTCH WEB AT THE ' <br />FIRST 2 COURSES <br />TITEN INTO <br />=FI <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS �cc <br />LLED CELL PER <br />—z <br />FOUNDATION PLAN <br />FILLED CELL INSTALLATION <br />H <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. <br />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 <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 />^ ; FILL 1st 4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />SOLID W/GROUT <br />2'-0" <br />1 X 4 FURRING fi SOLID BLKG. AT TOP BTWN. <br />8" <br />1 PLY PRE-ENGINEERED TRUSS <br />BLOCK HEADER ARCH BLKG. & BUCK <br />1/4" x 31/4" TAPCONS <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 />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 <br />LEAVE A CUT OUT IN O.S.B. ON THE <br />BRACE(S) 2 x 8 BRACE/ BLKG. <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 1/2" <br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR <br />CONTACT ENGINEER RECORD FOR <br />" <br />SCRIBE (NOTCH) POLY -CELL IN THIS AREA <br />2 x 8 45 DAAGONAL BRACE AT EA. <br />FURTHER INSTRUCTIONS. ; <br />I <br />BACKSIDE TO FIT ARCH NTO 2 x 8 <br />FACE OF ARCH W/ (3)10d NAILS <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />__1 <br />OVERRAN �` .� <br />CONNECT W/ 8d NAILS B4RACENBLKG <br />f/ <br />N.T.S. <br />TH OF WALL) BTWN. <br />INSTALL WDW. SCREW ANCHOR ARCH SOLID <br />INTO ARCH BLKG. PER FACES W (4)10d NAILDS THRU OSB INTO 2 x 8SB <br />PROVIDE TAPCON WITHIN <br />RETROFIT WALL OVERHANG DETAIL NTS) <br />INSTALLATION DETAILS A <br />4 MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />-A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR <br />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 1/2" <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%" WOOD <br />) () <br />* DOUBLE 2x4 SCAB FOR 2'-6" 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 />x OV <br />FiQ TO TRUSS TOP CHORD <br />yqN <br />SCALE: N.T.S. <br />.J <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />12 <br /><F <br />+ N OTH <br />r <br />11�� 5-0 -0rr <br />SS <br />+ PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY <br />TRUSS COMPANY OR PLAN <br />2X6 #2 SYP @ 24 O.C. <br />+ + <br />+ <br />INISH FLO <br />2 <br />x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ + BLOCKING AS <br />WITH <br />1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B_B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />„ EMBEDMENT INTO K.) <br />MAX <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />° D: #5 BAR <br />° �. ' • `� <br />�1/4 <br />2'-0" 8" <br />TRUSS + SOFFIT <br />+ <br />:D . D� : • .• D � s <br />10 ° CENTERED W/ <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />+ <br />p' 9 6 ° 2 <br />"D IN TOP <br />1 X 4 FURRING <br />BLKG. &BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />8d NAILS <br />2X4 SYP . ®s <br />EACH TRUSS <br />. D ° o <br />KNOCKOUT / N <br />CHAIR BLOCK14 <br />8d NAILS @ 8" O.C. AT BUCK <br />PROVIDE 2 x 8 DIAG. BRACE B <br />2 x 8 VERT. W/ (2)10d <br />NAILS AT EA. END <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ <br />• <br />• <br />s' s <br />CONNECTOR <br />d <br />MONO FOOTING _ .. .• D ° • <br />•° a <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />(3) <br />12d NAILS <br />SIZE AND REINF. PER PLANSEE <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4" <br />LINTEL <br />AND SECTION DETAILS -I <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 D " <br />2 x 8 VERT. BRACE(S) <br />INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />tENTER SO IT <br />DIRT • � ' <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />4'-0' MAX SEE PLAN <br />PRECAST LINTELHOOK <br />4 <br />°ffANDARD <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 />START OF ARC <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 />4' MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'-0") <br />.• _, .• , • ,, <br />INSTALL WDW, SCREW <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS <br />EQUAL EQUAL <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />L: <br />', ,• , ,,' s• , , •' �• , , •' s ,,' s• <br />ANCHOR INTO ARCH BLKG. <br />THRU OSB INTO 2 x 8 <br />O.C. <br />PER INSTALLATION DETAILS <br />B_B <br />ARCH DETAIL K <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" = 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 />ZO 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 />W.W.M. AT PERIMETER <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. <br />1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />1/2" NAILS TO STUDS & (1) - <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />9 ga. PANEL PER ANCHOR) <br />(1) #5 BARS CONT. <br />OCCURS <br />5/8" DIA. ALL THREAD ROD <br />"SET" <br />zz <br />#5x6' EMBEDDED INTO EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />TOP WITH MIN. 3" <br />EPDXIED w/ SIMPSON t <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />COVER 6 _p" F F <br />EPDXY MIN. 6" EMBEDMENT & <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE ) EXPANSION STRIP <br />3' MIN. EDGE DISTANCE <br />U_ v <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />, ; D <br />v a <br />A <br />REINFORCING AS FOLLOWS: <br />* <br />SEALANT <br />_ — ��, T <br />o <br />< a <br />j <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />e <br />g —rr <br />— <br />M <br />v <br />#5x6' EMBEDDED INTO <br />PRESS PANEL REINFORCING INTO PLACE. <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED <br />° <br />MIN. LAP SPLICE W/ <br />6 S E <br />— — <br />IIT <br />— — — <br />— — — <br />�- <br />3 <br />EXISTING FOOTING (2) #5x6 IN CONC. <br />AND TROWEL <br />N <br />REINF RCING PA EL 0 <br />a - <br />� <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />. D I F� <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 />—�I- <br />II <br />GRADE D. D — I �- <br />. <br />SET BAR IN EPDXY,`. <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6"MIN. LAP <br />p . ° <br />\ \ <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />cv Q <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />co z <br />\ <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <br />r 2 • D <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />, ° <br />a <br />4" SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />GLASS BLOCK DETAIL <br />\ D (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 />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 MAY BE INSTALLED IN ANY OPENING. <br />- <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 />CD <br />c1, <br />U ' CAW Off•Ll <br />.• <br />i a••°°••FL <br />rp <br />,11 <br />�A``jfffldiE9i"i00 <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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