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JAMB1X4 1/2" DRYWALL <br />DOOR JAMB (REFER <br />(RE <br />1/2" DRYWALL DOOR JAMB (REFER <br />DOOR JAMB (REFER <br />1 X 4 1/2" DRYWALL <br />UNACCEPTABLE INSTALLTION <br />MAX. � <br />� <br />I TO SHT. 1 P.T. <br />TO SHT. SDW2-K1 TO SHT. SDW2-K1 <br />FOR CONN. DETAILS <br />PROPER INSTALLATION <br />8" <br />DO NOT DO THIS <br />2"x BOT. PLATE W/ (2)10d 6" O.C. <br />°� <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />X 4 <br />t <br />1X 4 <br />#5 REBAR <br />(TYP,) <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />1X 4 <br />3-1/4" LONG X 3/16"� FURRING <br />3/16"0 X 3" LONGFURRINGFURRING <br />3/16"QJ X 3-1/2" LONG <br />` <br />#5 REBARTAPCONSSTAGGERED <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />2X BOTTOM PLATE W/ 8d 4" <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />TAPCONS <br />STAGGERED @ 16 <br />2X8 <br />�P') ` <br />BLOCK@ SPACING „ <br />1 DETAIL <br />.. STAGGERED @ 16" O.C. <br />O.C. 2-ROWS INTO 2-ROWS INTO <br />1X8 <br />PER MANUFACTURE <br />MASONRY THROUGH �� <br />1-1 /2 DETAIL MASONRY THROUGH 311 <br />DETAIL <br />. <br />D. 90 HOOK (TYP.) <br />STD. 90A ` ,./'i <br />2x BAND JOIST W/ FACE NAIL 10d <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. 1 x8 P.T. & 2x8 P.T. <br />FILL SOLID <br />BOTH CELLS <br />HOOKTYP (.) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />3/16" x 3 -1/2" <br />TAPCON @ 16" <br />1 X4 P.T. <br />[�JLJ/METAL <br />SEAT PLATE <br />O.C. & 4" FROM <br />3/16" x 3 -1/2" DOOR JAMB (REFER <br />1 X 4 1/2" DRYWALL <br />NOTE: <br />DOOR JAMB REFER EACH END W/ MIN <br />( <br />DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR <br />LAP SHEATHING TO <br />BOTTOM OF BAND <br />TO SHT. SDW2-K1 2" EDGE DIST. <br />TO SHT. SDW2-Ki CONN. DETAIL <br />' <br />JOIST TYPICAL <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS 10d @ 12' O.C. <br />JFM <br />1 X 4 <br />_ J <br />FURRING <br />2X8 P.T. WITH 3/16" 0 X 3" <br />+2„ <br />- <br />NOTC @FIRST COURSE <br />SIMPSON HGAMI OKTA @ 12" O.C. <br />2x P.T. AS REQ D <br />LONG TAPCONS <br />P.T. 2X8MIL <br />STAGGERED @ 16" O.C. <br />' <br />` <br />w/ (4)1/4x1 1/2"SDS SCREWS <br />INTO BAND JOIST & (4)1/4"x2 3/4" <br />2x DETAIL <br />2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" <br />DETAIL <br />±5" <br />NOTCH WEB AT THE <br />FIRST 2 COURSES <br />TITEN INTO K.O. BLOCK <br />BUILDOUT 0 OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC <br />FILLED CELL PER <br />SCALE: <br />FOUNDATION PLAN FILLED CELL INSTALLATION <br />H <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />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 />A <br />UPLIFT CAPACITY = # FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />-A <br />=1610 #FOR 2 STRAPS <br />10 <br />FILL 1st 4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />�. SOLID W/GROUT <br />,r 2'-0" <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />8" <br />1 PLY PRE-ENGINEERED TRUSS <br />• ° <br />BLOCK HEADER ARCH BLKG. & BUCK <br />1/4" x 31/4" TAPCONS <br />' <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 />_ <br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d <br />8d NAILS AT 8" O.C. AT BUCK <br />P 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 />CUT HOLE IN O.S.B. FOR <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 <br />POLY -CELL IN THIS AREA <br />2 x 8 45 DIAGONAL BRACE AT EA. <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. • <br />SCRIBE (NOTCH) <br />FACE OF ARCH W/ (3)10d NAILS <br />' <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />OVERHAN �` .•:y :� a�;. <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />' .• et .. <br />INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />• <br />INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 <br />PROVIDE TAPCON WITHIN <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />4" MIN. OF BRACE <br />2 X4 #2 SYP SCAB TO SIDE OF <br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6" <br />FOR OVERHANGS BETWEEN 3/4" TO 110 <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF <br />ARCH <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />* DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. <br />START OF ARC <br />IF TRUSSES USED) W/ (3) #6 X 4%s" WOOD <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ D. <br />4 MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />x (2)10d NAILS @ 8" O.C. <br />O�FRyq <br />ARCH DETAIL <br />i <br />WALL USE (3) 1/4" X 31/2" TAPCONS AT 16" <br />TO TRUSS TOP CHORD <br />SCALE: N.T.S. <br />SS <br />O.C. 12 <br />+ + OT <br />H PLYWOOD SHEATHING <br />1 i_oii 51_011 <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 />+ <br />+ REQUIRED <br />° <br />l4" MAX EMBEDMENT INTO ) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />° , • '. >.. <br />2,-0" 8" <br />TRUSS + SOFFIT <br />+ <br />° #5 BAR <br />BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />+ <br />p 1'0„ • �. ` ° . ° CENTERED W/ <br />1 X 4 FURRING BLKG. BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />2X4 SYP . <br />► ° IN TOP 4 <br />8d NAILS <br />EACH TRUSS <br />s a .' ' KNOCKOUT / N <br />8d NAILS @ 8" O.C. AT BUCK <br />—� _ :; ° CHAIR BLOCK <br />2 x 8 VERT. W/ (2)10d <br />PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END <br />PROVIDE (2) MIN. <br />CONT. PROVI W/ (3) DE 2x <br />CONNECTOR °', <br />MONO FOOTING = ' ., s• . . ; ° <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 BY <br />SEE LINTEL <br />SCHED. <br />AND SECTION DETAILS -I <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. BRACE(S) INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SO IT <br />CLEAN FILL .► •• <br />? z <br />TO BE INSTALLED <br />000, <br />DIRT <br />BUILT UP PLWD. BUCK - <br />100'- "MAX SEE PLAN <br />PRECAST LINTEL <br />°• . ° STANDARD c <br />SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />#5 BAR IN ! 90 HOOK iv <br />r <br />TO FIT ARCH CONNECT W/ <br />8d NAILS <br />START OF ARC <br />IF TRUSSES USED W/ 2 #6 X 4'/Z' WOOD <br />) () <br />FOR OVER HANG <br />FILLED CELL . - - - -� <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 />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL <br />INSTALLWDW, SCREW <br />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 />O.C. <br />` f'� ' �,� ,� f e ,� <br />PER INSTALLATION DETAILS ARCH DETAIL <br />B_B K <br />SECTION @ENTRY L <br />SECTION @ROOF EXTENSION M <br />STEMWALL FOOTING SIZE AND <br />REINF. PERLAN <br />SCALE: N.T.S. <br />AND STEMWALL <br />MONO TO STEMWALL FOOTING <br />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 />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <br />NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, <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 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 />HOOKED DOWEL <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 />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />ANCHOR <br />W.W.M. AT PERIMETER <br />SIMPSON HTT4 w/ (18)10d x 1 <br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") <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 />PER ANCHOR <br />9 ga. PANEL ) <br />(1) #5 BARS CONT. <br />OCCURS <br />518" DIA. ALL THREAD ROD <br />> #5x6' EMBEDDED INTO EXISTING BOND BEAM <br />� <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS, THE SAME SPACING <br />( <br />REINFORCING <br />TOP WITH MIN. 3" <br />EPDXIED w/ SIMPSON "SET" a <br />O <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />COVER 61-0" F F <br />EPDXY MIN. 6"EMBEDMENT & <br />N <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) <br />„ <br />3 MIN. EDGE DISTANCE <br />FILL CELL FULL HEIGHT W/ <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />EXPANSION STRIP <br />0 w NON SHRINK GROUT. <br />ow <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />° ,' <br />A <br />REINFORCING AS FOLLOWS: <br />° ' <br />¢ C 1 <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />v e r <br />P <br />g <br />• PRESS PANEL REINFORCING INTO PLACE. <br />.. <br />� z #5x6' EMBEDDED INTO <br />" COVER PANEL REINFORCING WITH UPPER HALFF <br />0 MORTAR BED AND TROWEL <br />6" MIN. LAP SPLICE W/ <br />- <br />o ° <br />- EXISTING FOOTING (2) #5x6 IN CONC. <br />SMOOTH. DO NO FURROW. <br />REINFORCING PANEL <br />� <br />a ° <br />N FILLED CELL <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE o <br />` <br />�� <br />DRILL 3J4 x5 MIN. HOLE <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6 MIN. LAP <br />>. .p . <br />. <br />.:. <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />°. <br />REMAIN FREE OF MORTAR. <br />NOTE: <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 />C14 o <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 />\ ° 2 <br />() #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 <br />BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 <br />16" MIN. 01COVER 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 />" <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 />ULOU <br />zg <br />z� <br />z <br />J <br />E3 <br />a <br />(n z0 <br />V) Q) C3 <br />a--+ LU <br />w <br />C6 p <br />OW <br />U <br />a��M <br />w <br />8 <br />now= E <br />0.g <br />LW <br />CG <br />U l <br />CD <br />cLO <br />A <br />B <br />, <br />De <br />N C B D C <br />lwno <br />L '+�. N � <br />LE <br />W u... <br />� W s <br />_� <br />O F E S' <br />To the best of the En ,neer s dyye�I {�i1gg,,��ii��QQ�� , and <br />belief, the structural plans ands ained <br />P PdfifipDtK <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />Z cV <br />O � r` <br />MO <br />M <br />Q 'gyp <br />d- <br />Q C I�Ln <br />CL .-. <br />t�M, <br />a COC) <br />Z <br />CD <br />W <br />J C) <br />d' <br />Z <br />W <br />za <br />�uzaa0 <br />z�j0 <br />W <br />z <br />Z <br />z <br />�z <br />z <br />U <br />= <br />W <br />� <br />� <br />w <br />I� <br />*k <br />N� <br />0 <br />W o <br />Z <br />Zz3 <br />JLn <br />W� <br />f <br />W <br />g <br />� <br />O <br />Z <br />Z <br />11z <br />k <br />°° <br />N <br />oo <br />Z <br />g <br />u <br />= <br />6 <br />W <br />ri <br />a <br />(Al <br />SCALE : AS NOTED <br />DATE : 1 /31 /2018 <br />TECH: ERAND <br />VERSION N0. 10 <br />SHEET NO. <br />�� <br />