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I I I 1 _ _l_1_ I 1� I if ! - -- <br />d <br />v <br />M <br />0 <br />r <br />rn <br />m <br />L0 <br />N <br />v <br />x <br />rn <br />O <br />J <br />I <br />rn <br />c <br />x <br />0 <br />3 <br />0 <br />a <br />E <br />0 <br />a <br />J <br />h <br />LZ <br />E <br />a <br />U <br />a <br />a <br />a <br />0 <br />.r <br />U <br />Ei <br />DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER <br />1x4 1/2" DRYWALL <br />, UNACCEPTABLE INSTALLTION <br />DOOR JAMB (REFER <br />PRODUCT <br />TO PRODUCT TO PRODUCT <br />FOR CONN,APPROVAL <br />PROPER INSTALLATION MAx. <br />8 <br />DO NOT DO THIS <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C.TO <br />&X4411/2"DRYWALL <br />FOR CONN.APPROVAL <br />FOR CONN. APPROVAL <br />1x4 <br />#5 REBAR (TYP,) ' <br />OOD DECKING GLUED <br />IL <br />ATTACHED WALL SHEATHING TO <br />x4 P.T. <br />LONG X 3l16"0FURRING <br />„ <br />0 X 3 LONG FURRING 2 ROWS 3/16" x 3-1/2" <br />FURRING <br />#5 REBAR <br />AND NAl <br />D W 8d COMMON @3116' <br />6" O.C. EDGES AND 12" O.C. FIELD <br />O.CO2 ROWS SAGGERED43-1/4" <br />TAPCON. INTO <br />TAPCONS TAPCON @ 16" O.C. & 4" <br />STAGGERED @ 16" <br />NX8 <br />(�P.) <br />♦ <br />' <br />BLOCK@ SPACING „ <br />1 DETAIL <br />1x8 P.T. FROM EACH END w/ MIN. <br />O.C. 2-ROWS INTO „ <br />2 EDGE DIST. ATTACH <br />2x BAND JOIST 10d <br />PER MANUFACTURE <br />MASONRY THROUGH _ �� 1x8 w/ 2 ROWS 8d NAILS <br />1 1 /2 DETAIL () 3 <br />�� <br />DETAIL <br />^ j D. 90° HOOK (TYP.) <br />STD. 90 ` �I <br />W/ FACE NAIL <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 1 Od @ TRUSS VERT. <br />3/16" x 3 -1/2" <br />TAPCON @ 16" <br />DOOR JAMB (REFER <br />1x4 P.T. TO PRODUCT <br />Q <br />1;� <br />DI <br />METALS EAT PLATE <br />O.C. & 4" FROM <br />DOOR JAMB (REFER <br />1/2" DRYWALL7/1 <br />NOTE: <br />EACH END W/ MIN <br />APPROVAL FOR CONN. <br />TO PRODUCT <br />1x4 <br />LAP SHEATHING TO <br />DOOR JAMB (REFER <br />2" EDGE DIST. <br />APPROVAL FOR CONN. 2x8 P.T. wl (2) ROWS 3116" <br />BOTTOM OF BAND <br />TO PRODUCT <br />/7/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 />FURRING <br />— —� <br />TAPCON 16" O.C. & <br />@ END w/ MIN. 2" EDGE DIST. <br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />' +2 <br />NOTC FIRST COURSE <br />SIMPSON HGAM10KTA @ 12" O.C. <br />w/ (4) 1/4x1 1/2"SDS SCREWS <br />2x P.T. AS REQ'D <br />MIN. 2" EDGE DIST. (2) ROWS 10dx3" <br />2x8 <br />♦ <br />INTO BAND JOIST & (4)1/4"x2 3/4" <br />2x DETAIL <br />STAGGERED @ 12" 0` 3-1 /4" DETAIL <br />2 1/4" DETAIL <br />t5^ <br />NOTCH WEB AT THE <br />FIRST 2 COURSES <br />♦ <br />TITEN INTO K.O. BLOCK <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />FILLED CELL PER <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: <br />N.T.S. <br />SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />SECTION <br />- <br />AA <br />UPLIFT CAPACITY = 805 # FOR 1 STRAP <br />W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. <br />= 1610 # FOR 2 STRAPS <br />:. + FILL 1st 4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />2'-0" <br />8" <br />.� SOLID WIGROUT <br />' <br />n <br />1 PLY PRE-ENGINEERED TRUSS <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"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"x21/4" TITEN = 2150 #) <br />2 x 8 45^ DIAGONAL (4)10d NAILS INTO <br />LEAVE A CUTOUT IN O.S.B. ON THE <br />=. <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 />POLY -CELL IN THIS AREA <br />2 x 8 45 DIAGONAL BRACE AT EA. <br />CONTACT ENFUIRTHERINSTRUOCTIIONS <br />SCRIBE (NOTCH) <br />FACE OF ARCH W/ (3)10d NAILS <br />.., :/' <br />OVERHAN ;': <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 <br />AT EA. END <br />RETROFIT TRUSS DETAIL.A:4 <br />:�` .;•.�.' <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />,.' <br />N.T.S. <br />INSTALL WDW. SCREW ANCHORPfl\\-2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 <br />PROVIDE TAPCON WITHIN <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 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 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 <br />4MAX. RAD. <br />(CENTERED) w/ <br />k °�ERygN TO TRUSS TOP CHORD <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />+ <br />�� 5 r-O rr <br />1-0 <br />SCALE: N.T.S. <br />SS <br />12 <br />+ + OT <br />F1 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 />° <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />> p p � <br />EMBEDMENT INTO <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />° p <br />!4" MAX <br />Z-0" 8" <br />TRUSS + SOFFIT <br />p p e p D #5 BAR <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />+ <br />41 <br />p 10 p °CENTERED W/ <br />°p IN TOP <br />BLKG. & BUCK <br />2X6 TO 2X4 <br />2X4 SYP <br />p ° <br />1 X 4 FURRING <br />8d NAILS <br />EACH TRUSS <br />_ p � KNOCKOUT/ <br />CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. W/ (2)10d <br />PROVIDE 2x <br />CONNECTOR `. <br />I D <br />PROVIDE 2 x 8 DIAG. BRACE B <br />NAILS AT EA. END <br />PROVIDE (2) MIN. <br />CONT. W/ (3) <br />• <br />MONO FOOTING , <br />p p ° <br />SIZE AND REINF. PER PLAN o ° <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />BUCK - (1) WITHIN 4" <br />12d NAILS <br />SEE LINTEL7 <br />AND SECTION DETAILS <br />BRACE EXCEEDS 24" <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 p ° ° p <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 />DIRT <br />TO BE INSTALLED <br />00, <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />° STANDARD o <br />BUILT UP PLWD. BUCK - <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />p 90' HOOK N <br />#5 BAR IN <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) <br />START OF ARC <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 <br />EQUAL EQUAL <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />s <br />INSTALL WDW, SCREW <br />THRU OSB INTO 2 x 8 <br />O.C. <br />ANCHOR INTO ARCH BLKG. <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS <br />ARCH DETAIL K <br />B-B <br />SECTION @ ENTRY L <br />SECTION @ ROOF EXTENSION M <br />REINF. PERLAN AND STEMWALL <br />MONO TO STEMWALL FOOTING <br />SCALE: N.T.S. SS <br />SCALE: 3/4" = 1'-0" SS <br />SCALE: 3/4" =1'-0" js <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 />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 REINFORCING. <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 />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 />"SQUEEZED" <br />W.W.M. AT PERIMETER <br />1/2" NAILS TO STUDS & (1) - <br />COURSES TO PREVENT THE MORTAR FROM BEING OUT. <br />1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />(1) #5 BARS CONT. <br />5/8" DIA. ALL THREAD ROD <br />#5x6' EMBEDDED INTO EXISTING BOND BEAM <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />PER ANCHOR <br />9 ga. PANEL ) <br />OCCURS <br />TOP WITH MIN. 3" <br />EPDXIED w/ SIMPSON "SET" a <br />Z <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />COVER �� <br />6 -0 <br />EPDXY MIN. 6" EMBEDMENT & <br />0 <br />Cn <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />F.F. <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. <br />COURSE) EXPANSION STRIP <br />LU NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />, <br />o <br />A <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />o <br />LU a <br />REINFORCING AS FOLLOWS: <br />_ _ _ j <br />< a 1 <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />D ° _ _� r <br />P <br />H g <br />#5x6' EMBEDDED INTO <br />PRESS PANEL REINFORCING INTO PLACE. <br />6 MIN. LAP SPLICE W/ <br />o o <br />v z <br />¢ EXISTING FOOTING (2) #5x6' IN CONC. <br />` COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />— <br />N FILLED CELL <br />SMOOTH. DO NO FURROW. <br />° o ° <br />. \ <br />DRILL 3!4"x5"MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT <br />_ <br />GRADE o. o <br />SET BAR IN EPDXY _. <br />FURROW, MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />p e <br />A <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />NOTE: <br />CN ° p <br />REMAIN FREE OF MORTAR. <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <br />g <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />T • o ° <br />��a <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />, <br />4" SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />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 />LCTI <br />S EO N <br />71 <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 />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 />= <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 />^ 2 phi j r�7 <br />C9 "' <br />z_ o <br />z <br />z <br />Q <br />a_ <br />z <br />Q� C„ <br />4 -' W <br />� o <br />•p <br />W <br />C/) C2,_ <br />c6 U <br />o0 <br />m <br />W <br />x� <br />N cn <br />CO <br />V co <br />C N <br />"m <br />U <br />ct <br />L o <br />Q rn <br />U3 <br />In d <br />(I ¢ d <br />B D. <br />B °: c <br />4* <br />N �D <br />Z H4 SS fi Z <br />J C <br />U) <br />�CLW o a <br />W in CO o <br />_O@� g <br />mY_cc� <br />, <br />tell l l"IfM,Q 2 <br />LL <br />U W <br />• <br />FD . D <br />e� <br />F E <br />4 <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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LentiarTampa.com <br />�o <br />w� <br />0. <br />f <br />zo:o <br />wQc[(r <br />UZOO <br />oo�8a <br />5 Z Z <br />USulW <br />K � J <br />C W <br />Oa'�O <br />U LL' N <br />i <br />ZLLj <br />\ <br />f 2 <br />Z <br />� <br />�3 <br />N <br />-a <br />uj <br />O <br />-a <br />uj <br />U <br />= <br />\./ <br />� <br />Cj) <br />a <br />u <br />O0 <br />iliY� <br />O <br />~ <br />I..f� <br />LU <br />�Q� <br />52o� <br />zi�N <br />Z <br />Z <br />01o�o <br />W <br />L0 <br />a <br />LU <br />Q <br />4NS <br />o <br />m <br />g <br />LU <br /><W <br />rn <br />T__I <br />a <br />V) <br />o <br />SCALE : AS NOTED <br />DATE : 4/12/2019 <br />TECH: JBERCHAL <br />VERSION NO. 5ol <br />SHEET NO. <br />SS <br />