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a <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 />P.T. To PRODUCT — <br />TO PRODUCT APPROVAL <br />MAX. 8„ <br />PROPER INSTALLATIONDO NOT DO THIS ' <br />2-x BOT. PLATE W/ (2) 10d @ 6" O.C.. <br />APPROVAL FOR CONN. FOR CONN. <br />APPROVAL FOR CONN. 1x4 1 X 4 <br />#5 REBAR TYP, <br />` ( ) ' <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE 8d <br />1x4 P.T. 3/16" 0 X 3" LONG FURRING <br />3-1/4" LONG X 3/16"� FURRING TAPCONS FURRING (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 />W/ @ 4" <br />0•C., 2 ROWS STAGGERED <br />TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 <br />(TYP,) <br />BLOCK@ SPACING �� O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 1X8 <br />PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH <br />D. 90 HOOK <br />2x BAND JOIST W/ FACE NAIL 10d <br />MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS ��BT <br />3 DETAIL <br />(TYP.) <br />STD. ` Ij <br />@ TOP & CHORD, AND <br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. <br />FILL SOLID <br />(T <br />BOTH CELLS HOOK (TYP.) <br />FWEB <br />NAILS 10 <br />FACE NAILS 10d @TRUSS VERT. <br />R <br />TAP DOOR JAMB (REFERji- <br />TAPCON @ 16" 1x4 P.T. TO PRODUCT <br />METAL SEAT PLATE <br />O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL <br />NOTE: <br />APPROVAL FOR CONN. 1x4 <br />EACH END WI MIN PRODUCT <br />A 0TO <br />LAP SHEATHING TO <br />DOOR JAMB (REFER <br />TO DUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16° <br />' ` <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ H 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 @FIRST COURSE <br />SIMPSON HGAM10KTA 12" O.C. <br />@ <br />2x8 P.T. ATTACH SECOND PLY w/ <br />' - ` <br />w/ (4) 1/40 1/2" SIDS SCREWS <br />2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 <br />` <br />INTO BAND JOIST & (4)1/4"x2 3/4" <br />TITEN INTO BLOCK <br />2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" o.c. 3-1 /4" DETAIL <br />t5„ FIRST 2 COURSES NOTCH WEB AT E '' ` <br />K.O. <br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC <br />FILLED CELL <br />v <br />FOUNDATIONPER PLAN <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. INFO SCALE: N.T. <br />SCALE: N.T.S. <br />SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK SECTION <br />A -A <br />UPLIFT CAPACITY = 805 # FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN, <br />=1610 #FOR 2 STRAPS <br />FILL 1st4 COURSES <br />EMBEDMENT INTO BLK.) 1l4" MAX <br />2'-0" 8" <br />SOLID WIGROUT <br />` <br />1 X 4 FURRING � SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS <br />1 PLY PRE-ENGINEERED TRUSS <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 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 45A DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE <br />BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION <br />:d <br />7/16" OSB 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 HOLE IN O.S.B. FOR <br />POLY -CELL IN THIS AREA 2 x 8 45 DPAGONAL BRACE AT EA. <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. <br />SCRIBE (NOTCH) <br />BACKSIDE TO FIT ARCH FACE OF ARCH W/ (3)10d NAILS <br />(4)10d NAILS INTO 2 x 8 AT EA. END <br />RETROFIT TRUSS DETAIL <br />OVERHANG ... <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />,.. <br />INSTALL WDW. SCREW ANCHOR---'2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN <br />1. ' ' <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 T-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 4Y? WOOD <br />) () <br />* DOUBLE 2x4 SCAB FOR Z-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 />NAILS @ 8" O.C. <br />1,0v <br />4' MAX. RAD. <br />ARCH DETAIL <br />:) <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ <br />TO TRUSS <br />FR TO TRUSS TOP CHORD <br />q <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />h <br />CFNOTH <br />, rr <br />1,-O„ 5 -O <br />SCALE: N.T.S. SS <br />12 <br />+ PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY SEE i <br />+ + <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 SECTION <br />+ + BLOCKING AS <br />''� <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 />• <br />° #5 BAR <br />BLOCK HEADER <br />2'-0" 8" <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />+ SOFFIT <br />+ <br />�' ► ► D [::::CENTERED W/ <br />o' 10' . ► <br />BLKG. &BUCK <br />2X6 TO 2X4 H2.5A wl (10) <br />2X4 SYP <br />► • IN TOP <br />1 X 4 FURRING <br />8d NAILS <br />EACH TRUSS <br />► KNOCKOUT/ <br />� <br />� - ' I � ' �• '; ° CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. W/ 2 10d <br />O <br />CONNECTOR <br />-� I <br />=- b <br />PROVIDE 2 x 8 DIAG. BRACE B <br />NAILS AT EA. END <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ (3) <br />MONO FOOTING - I .•,• <br />- •�, i' <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />12d NAILS <br />SEE LINTEL <br />SIZE AND REINF. PER PLAN —� <br />AND SECTION DETAILS <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4" <br />JACK TRUSS PROVIDED BY <br />SCHED. <br />LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />24 <br />CLEAN FILL • <br />2 x 8 VERT. BRACES <br />() <br />INSIDE TO ALLOW FOR INSULATION ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SO IT <br />.► <br />DIRT a z <br />TO BE INSTALLED <br />UP PLWD. BUCK - <br />„ MAX SEE LAN <br />4'-0BUILT <br />PRECAST LINTEL <br />.�: • STANDARD 4 <br />90' HOOK 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 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 <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC <br />M 4 AX. RAD. <br />SCREWS 16" O.C. MAX. OR IF MASONRY <br />@ <br />MAX. 4'-0" <br />( ) <br />j ; L ; <br />.: . . ... . .: . ; <br />' <br />INSTALL WDW, SCREW <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />f <br />► " ► <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 />ARCH DETAIL K <br />SECTION ENTRY L <br />SECTION ROOF EXTENSION M <br />REINF. PERLAN AND STEMWALL <br />B B <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 />SIMPSON HTT4 w/ (18)10d x 1 <br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 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. 1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />#5 BARS <br />ALL THREAD ROD <br />#5x6' EMBEDDED INTO EXISTING BOND BEAM <br />PER ANCHOR <br />E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL ) <br />) g <br />T IN. 3"CONTOCCURS <br />TOP WITH MIN. 3" <br />EPDXIED w/ SIMPSON "SET' .t <br />XIE <br />EPDXIED <br />Z <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING <br />COVER 6'-011 <br />EPDXY MIN. 6" EMBEDMENT & <br />0 <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER <br />�� <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 w NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />0 c� <br />A <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />o' a <br />w a <br />REINFORCING AS FOLLOWS: <br />I¢ a <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT <br />,,.: <br />``;, <br />° e <br />p . <br />#5x6' EMBEDDED INTO <br />, . <br />* PRESS PANEL REINFORCING INTO PLACE. <br />6"MIN. LAP SPLICE W/ <br />° ° <br />U ? <br />¢ EXISTING FOOTING (2) #5x6' IN CONC. <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL <br />cn ui FILLED CELL <br />SMOOTH. DO NO FURROW. <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 °. ' ° <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP <br />" <br />p • <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: <br />"' <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 />r > <br />��a <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT <br />, ° <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 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 />\r ago N <br />U <br />\JO <br />Der <br />O�FSSION <br />',r��rl'llIfftit't0V <br />`\ <br />To the beat 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 8th Edition. 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