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1x4 1/2" DRYWALL <br />DOOR JAMB (REFER 1x4 ( <br />1/2" DRYWALL DOOR JAMB REFER114'2X8 <br />4 1/2" DRYWALL <br />, UNACCEPTABLE INSTALLTION <br />DOOR JAMB (REFER <br />P.T. <br />TO PRODUCT <br />TO PRODUCT — TO PRODUCT <br />APPROVAL FOR CON <br />PROPER INSTALLATION MAX. 8" DO NOT DO THIS <br />#** <br />2"x BOT. PLATE W/ 2 10d 6" O.C. <br />() @ <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. <br />1x4 <br />1 X 4 <br />` #5 REBAR <br />(TYP,) ' <br />3/4 PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />HE T 14" <br />1x4 P.T. <br />3-1/4" LONG X 3/16"m FURRING <br />3/16"0 X 3" LONG FURRING " <br />2 ROWS 3/16" x 3-1/2 <br />() <br />FURRING <br />#5 REBAR <br />(TYP)`6"O.C. <br />@AND NAILED W/ 8d COMMONTAPCONS <br />EDGES AND 12"O.C. FIELDO.C., <br />1) <br />2X BOTTOM PLATE <br />2 ROWS STAGGERED <br />INTO <br />STAGGERED @ 16" TAPCON @ 16 O.C. &BLOCK@ <br />'TAPCON. <br />SPACING „ <br />1 DETAIL <br />O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/M,1X8 <br />2" EDGE DIST. ATTACH <br />41 <br />PER MANUFACTURE <br />MASONRY THROUGH 1-1 �211 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAI L <br />D. 0° HOOK (TYP.) <br />STD. 90^ ` /j <br />2x BAND JOIST W/ FACE NAIL 10d <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. �� <br />STAGGERED @ 12 O.C. <br />FILL SOLID <br />BOTH CELLS <br />HOOK (TYP.) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />3/16" x 3 -1/2" <br />TAPCON @ 16" <br />DOOR JAMB (REFER <br />1x4 P.T. TO PRODUCT <br />Q <br />METAL SEAT PLATE <br />O.C. & 4" FROM <br />DOOR JAMB (REFER APPROVAL FOR CONN. <br />1x4 1/2" DRYWALL <br />DOOR JAMB REFER EACH END W/ MIN <br />TO PRODUCT 2" EDGE DIST. <br />TO PRODUCT <br />APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" <br />LAP SHEATHING TO <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" O.C. & 4" FROM EACH <br />1x4 <br />— J <br />TAPCON @ 16" O.C. & END wl MIN. 2" EDGE DIST. <br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />FURRING <br />' +2" <br />NOTC @FIRST COURSE <br />SIMPSON HGAMIOKTA 12" O.C. <br />@ <br />w/ (4)1/4x1 1/2" SDS SCREWS <br />2x P.T. AS REQ'D <br />MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 <br />L <br />` <br />` <br />INTO BAND JOIST & (4)1/4"x2 3/4" <br />2x DETAIL <br />2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 <br />/4" DETAIL <br />+5n- <br />NOTCH WEB AT THE <br />FIRST 2 COURSES <br />` <br />TITEN INTO K.O. BLOCK <br />BFILLED <br />UILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />CELL PER <br />FOUNDATION PLAN <br />FILLED CELL INSTALLATION <br />rH <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. <br />SS <br />SCALE: N.T.S. <br />SS <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. <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 />2'-0" <br />8" <br />�. SOLID W/GROUT <br />it <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"xi 1/2" SDS <br />° <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"x21/4" TITEN = 2150 #) <br />. <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 />.. <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 />POLY -CELL IN THIS AREA <br />2 x 8 45 DIAGONAL BRACE AT EA. <br />CONTACT ENGINEER R INSTRUUCTIIONS . <br />SCRIBE (NOTCH) <br />FACE OF ARCH W/ (3)10d NAILS <br />BACKSIDE TO FIT ARCH (4)10d NAfLS INTO 2 x 8 <br />AT EA, END <br />RETROFIT TRUSS DETAIL <br />OVERRAN �` �:, <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />�. <br />INSTALL WDW. SCREW ANCHOR- x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <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 4 MIN. OF BRACE <br />DETAILS A PER WDW. INSTALLATION DETAILS OR THRU <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />INSTALLATION -A PROVIDE TAPCON <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <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 <br />ARCH <br />IF TRUSSES USED) W/ (3) #6 X 4%" WOOD <br />* DOUBLE 2x4 SCAB FOR 2'-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 />NAILS @ 8" O.C. <br />ARCH DETAIL <br />4' MAX. RAD. <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ <br />X 0� TO TRUSS <br />FRygN TO TRUSS TOP CHORD <br />11 <br />1 1-0r' 51-0 <br />.J <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />+ `� <br />NG17Y <br />SCALE: N.T.S. <br />SS <br />12 <br />+ 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 <br />SECTION <br />+ BLOCKING AS <br />• <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />> <br />EMBEDMENT INTO K.) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />• . <br />/4" MAX <br />2'-0" 8" <br />TRUSS + SOFFIT <br />+ <br />° . ► °" #5 BAR <br />�p <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />+ <br />1'0" • D ` • . ° CENTERED W/ <br />BLKG. & BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />2X4 SYP .. <br />e • '► H IN TOP <br />1 X 4 FURRING <br />8d NAILS <br />EACH TRUSS <br />t. . ' KNOCKOUT / N <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. W/ (2)10d <br />°', <br />— ° CHAIR BLOCK <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 />CONNECTOR <br />MONO FOOTING — b <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />12d NAILS <br />SIZE AND REINF. PER PLAN � <br />BRACE EXCEEDS 24 <br />BUCK - (1) WITHIN 4" <br />JACK TRUSS PROVIDED BY7 <br />SEE LINTEL <br />SCHED. <br />AND SECTION DETAILS -I <br />• ' <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />-I s <br />2 x 8 VERT. BRACES <br />() <br />INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SO IT <br />CLEAN FILL .► • <br />DIRT . 6 . z_ <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />MAX SEE PLAN <br />PRECAST LINTEL <br />°. • STANDARD <br />4 <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />t► 90' HOOK N <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 />• _ . � • . �� • _ . �� <br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />,, <br />INSTALL WDW, SCREW <br />THRU OSB INTO 2 x 8 <br />O.C. <br />sk <br />ANCHOR INTO ARCH BLKG. <br />PER INSTALLATION DETAILS <br />ARCH DETAIL K <br />SECTION ENTRY L <br />@ <br />SECTION ROOF EXTENSION <br />@ M <br />STEMWALL FOOTING SIZE AND <br />B-B <br />MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL <br />SCALE: N.T.S. 1.1 SS <br />SCALE: 3/4" =1'-0" SS <br />SCALE: 3/4" =1'-0" SS <br />SECTION DETAILS <br />SCALE: 3/4" =1'-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 />IN 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 />DOWEL <br />DRILL 3/4"x5" MIN. HOLE SET BAR INHOOKED <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 />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. OCCURS <br />TOP WITH MIN. 3" <br />5/8" DIA. ALL THREAD ROD <br />"SET" <br />cr #5x6' EMBEDDED INTO EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />COVER <br />EPDXIED w/ SIMPSON a <br />0 <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />( EVERY OTHER <br />6'-0" F.F. <br />EPDXY MIN. 6" EMBEDMENT & <br />Cn <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 />wo <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />v NON SHRINK GROUT. <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />> <br />w a A <br />REINFORCING AS FOLLOWS: <br />I I H I <br />C 1 <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />pI ° <br />w g <br />PRESS PANEL REINFORCING INTO PLACE. <br />> : • • <br />U z #5x6' EMBEDDED INTO <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />6 MIN. LAP SPLICE W/ <br />REINFORCING PANEL <br />. � <br />EXISTING FOOTING <br />¢ _ (2) #5x6' IN CONC. <br />SMOOTH. DO NO FURROW. <br />a o :° ' <br />N �� FILLED CELL <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. <br />6" MIN LAP <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />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 <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <br />r n <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />° ° <br />'0 <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 R160 <br />16" MIN. COVER EA. WAY <br />rA 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 />I 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 />„, „ <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 />xxo11111U►it rrrrA� <br />0 IN <br />Q..r` SE•" <br />•• <br />__j <br />O Q: <br />d •; No <br />Co •; <br />'�,. `� ''•........••'•gyp`' <br />ROFEWO <br />To the best of the Engineers knowledge, information and belief, <br />the stnx tuural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. 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