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Lvi <br />cc <br />c <br />E <br />1x4 1/2" DRYWALL <br />1/2" DRYWALL DOOR JAMB REFER <br />DOOR JAMB (REFER 1x4 ( <br />1x4 1/2" DRYWALL <br />, UNACCEPTABLE INSTALLTION <br />DOOR JAMB (REFER <br />P.T. <br />TO PRODUCT <br />_ <br />TO PRODUCT TO PRODUCT <br />PROPER INSTALLATION MAX. <br />8" DO NOT DO THIS <br />` <br />' <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. APPROVAL FOR CONN. <br />1x4 <br />1 X 4 <br />#5 <br />REBAR (TYP,) ' <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM <br />1x4 P.T. <br />FURRING <br />3/16"0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2' <br />FURRING <br />#5 <br />AND NAILED WI 8d COMMON @ <br />AND <br />6" O.C. <br />PLATE W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />3-1/4" LONG X 3/16"� <br />TAPCONS <br />(TYP,) <br />EDGES AND 12" O.C. FIELD <br />TAPCON. INTO <br />TAPCON @ 16" O.C. & 4" <br />STAGGERED 16" <br />°O <br />2X8 <br />`00 <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 />41 <br />`5`iD. <br />2x BAND JOIST W/ FACE NAIL 10d <br />JOIST <br />PER MANUFACTURE <br />MASONRYTHROUGH 1-1/211 DETAIL 1 x8 w/ (2) ROWS $d NALS 3" <br />DETAIL <br />90- HOOK (TYP.) <br />STD. 90^ ` i� <br />@TOP & TTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. <br />FILLBOTSOLID <br />HOOK (TYP.) <br />FACE NAILS 10d @ TRUSS VERT. <br />3/16" x 3 -1/2" <br />TAPCON @ 16 <br />1x4 P.T. DOOR JAMB (REFER <br />TO PRODUCT <br />METAL SEAT PLATE <br />O.C. & 4" FROM <br />DOOR JAMB (REFER APPROVAL FOR CONN.r1x41/2" <br />TO PRODUCT <br />DRYWALL <br />NOTE:TO <br />LAP SHEATHING <br />DOOR JAMB (REFER EACH END W/ MIN <br />2 EDGE DIST. <br />APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16 <br />' ` <br />BOTTOM F BAND <br />D <br />JOIST TYPICAL <br />TO PRODUCT <br />x 3-1/2" TAPCON @ 16" <br />APPROVAL FOR CONN. <br />(2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH1x4 <br />J % <br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST.FURRINGSIMPSON <br />4" FROM EACH END w/ x ATTACH SECOND PLY w/ <br />' +2 <br />NOTC F, @ FIRST COURSE <br />HGAMIOKTA 12" O.C. <br />°� <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 />x <br />` <br />` <br />INTO BAND JOIST & (4)1/4"x2 3/4" <br />2x DETAIL <br />STAGGERED @ 12" O.C. 3-1 /4" DETAIL <br />21 /4" DETAIL <br />±5^ <br />NOTCH WEB AT THE <br />FIRST 2 COURSES <br />TITEN INTO K.O. BLOCK <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />FILLED CELL PER <br />PLAN <br />FOUNDATION <br />FILLED CELL INSTALLATION("H <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. <br />SS <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. <br />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 />2'-0" <br />8" <br />SOLID WIGROUT <br />" <br />it <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"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 1 112" <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 OF RECORD FOR <br />FURTHER INSTRUCTIONS. ' • '• �'•,`'' � '�•.: <br />• <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 />• <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />•' <br />N.T.S. <br />•' ��' <br />INSTALL WDW. SCREW ANCHOR- 2 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 />2 X 4 #2 SYP SCAB TO SIDE OF <br />INSTALLATION DETAILS A -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 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 />(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 V <br />A TO TRUSS TOP CHORD <br />qN <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />(F <br />NGTN <br />11 <br />1 r-Orr 51-0 <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 />+ + <br />2x6 #2 SYP @ 24" O.C. <br />+ + <br />otfINISH FLOQR <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 />ROOF SHEATHING ATTACHED <br />ALL <br />REQUIRED <br />> ° <br />EMBEDMENT INTO <br />K.) <br />PER NAILING SCHEDULE <br />TO SUPPORT <br />° <br />/4" MAX <br />2 -0 8 <br />TRUSS + <br />° ° ° D #5 BAR <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />+ <br />p 10 a ° ° CENTERED W/ <br />°D 9 H IN TOP <br />BLKG. & BUCK <br />2X6 TO 2X4 <br />2X4 SYP, <br />° ° o <br />1 X 4 FURRING <br />8d NAILS <br />EACH TRUSS <br />_ _ _ ° � KNOCKOUT/ N <br />- ° CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. W/ (2)10d <br />NAILS AT EA. END <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ (3) <br />CONNECTOR <br />- p <br />MONO FOOTINGY' •° ° ° <br />PROVIDE 2 x 8 DIAG. BRACE B <br />SIZE AND REINF. PER PLAN - - ° <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />BUCK - (1) WITHIN 4" <br />12d NAILS <br />SEE LINTEL <br />° <br />AND SECTION DETAILS <br />BRACE EXCEEDS 24" <br />JACK TRUSS PROVIDED BY <br />SCHED. <br />- <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />° ° <br />CLEAN FILL ° <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 Z <br />TO BE INSTALLED <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 />° 90' HOOK �+ <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 />, � , 0 9 -e , � J <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 />INSTALL WDW, SCREW <br />THRU OSB INTO 2 x 8 <br />O.C. <br />` ~- a. a D �. \ - �• <br />ANCHOR INTO ARCH BLKG. <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS <br />B-g ARCH DETAIL K <br />SECTION @ ENTRY L <br />SECTION @ ROOF EXTENSIONK'_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" 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 />EXISTING BOND BEAM. <br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <br />MASONRY WALL. SEE PLAN FOR <br />REINFORCING. PROVIDE LOWER <br />DRILL 3/4"4" MIN. HOLE SET BAR IN <br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS <br />HOOKED DOWEL <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 />x 1 <br />SIMPSON2" <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 STUDS & (1) - <br />NAILHTT4 U S & (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 />L <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 a. PANEL ) <br />g <br />OCCURS <br />TOP WITH MIN. 3" <br />EPDXIED w/ SIMPSON "SET' 1 <br />Z <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />COVER 6-_0� <br />EPDXY MIN. 6" EMBEDMENT & <br />O <br />< <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />F F <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 />v NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />A <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />, ; o <br />W n <br />REINFORCING AS FOLLOWS: <br />��T • <br />a 1 <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />p, e <br />g <br />#5x6 EMBEDDED INTO <br />* PRESS PANEL REINFORCING INTO PLACE. <br />6" MIN. LAP SPLICE W/ <br />> ° <br />v z (2) #5x6' IN CONC. <br />a g EXISTING FOOTING <br />` COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />° p ° <br />— <br />— I <br />c., <br />DRILL 3R MIN. HOLE <br />LE <br />F PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE o. <br />`. <br />SET BAR IN EPDXY <br />IN <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />p e <br />a O <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE NOTE: <br />� <br />REMAIN FREE OF MORTAR. <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <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 <br />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 />„ <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 />L , �n <br />III � i v <br />(D <br />z M <br />z QD <br />z� <br />z <br />CZ <br />t/) Ur <br />� w <br />� o <br />w <br />D 0 <br />Ln <br />H- <br />E <br />�Ln U <br />oCD <br />CoLL, <br />8 <br />■ <br />Cj <br />N - <br />N <br />Q l.L <br />U <br />C o <br />a o <br />c°n <br />rn Q d <br />BID. <br />v� <br />.* <br />$ o <br />Z LU ��N z <br />U) <br />r � o w <br />Wa,;�LL <br />Ck LU <br />Z �! rn� 3 <br />0 o <br />CDm CD <br />U) <br />LL 3��j'It a <br />. `vn No � ly <br />` <br />^: wu�v�s�• .coni' <br />4. <br />\cc <br />To the best of the Engineer's 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 />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />�Z <br />30 <br />w <br />W<W� <br />U Z 0 O <br />z <: <br />= Z Z <br />�O�W <br />>�0CQ <br />U W LL N <br />AL, <br />W <br />Z O <br />U <br />r <br />> <br />Z <br />C <br />N3 <br />C <br />L <br />ri• <br />Tt <br />z <br />O <br />U <br />= <br />�� <br />W <br />J <br />�f <br />�Wpoo <br />0 <br />w <br />MR- <br />N <br />Cl <br />z <br />Lu <br />8 0 <br />u O <br />w <br />J <br />L r) <br />Lij <br />j5 d <br />¢� <br />r1 <br />W <br />0 <br />. <br />C)Q <br />Z <br />Z <br />t <br />4 <br />v,8 <br />90 <br />m <br />Ok <br />Z <br />� <br />2 <br />�R <br />of <br />0 <br />U0 <br />o <br />SCALE : AS NOTED <br />DATE : 5/16/2019 <br />TECH: FFLORES <br />VERSION NO. 4n0 <br />SHEET NO. <br />SS <br />