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L <br />C <br />DRYWALL <br />DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER <br />1 X 4 1/2" DRYWALL <br />UNACCEPTABLE INSTALLTION <br />DOOR JAMB (REFER =IX14411/2" <br />TO SHT. SDW2-K1 <br />TO SHT. SDW2-K1 TO SHT. SDW2-K1 <br />FOR CONN. DETAILS <br />MAX. <br />PROPER INSTALLATION <br />8" <br />♦ DO NOT DO THIS <br />2"x BOT. PLATE W/ (2)1od @ 6" O.C. <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />1 X 4 <br />1 X 4 <br />#5 REBAR <br />(TY ) <br />P, <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE <br />3-1/4" LONG X 3/16"� FURRING <br />3/16"0 X 3" LONG FURRING <br />TAPCONS 3/16"0 X 3-1/2" LONG <br />FURRING <br />#5 REBAR ♦ <br />' <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />TAPCONS STAGGERED <br />STAGGERED @ 16" <br />2X8 <br />(TYP,) <br />BLOCK@ SPACING �� <br />1 DETAIL <br />1X8 P.T. STAGGERED @ 16" O.C. <br />O.C. 2-ROWS INTO 2-ROWS INTO <br />iX8 <br />I PER MANUFACTURE <br />MASONRY THROUGH 1-1/2�� DETAIL MASONRY THROUGH <br />3 <br />►� <br />DETAIL <br />STD. 90" H P) <br />2x BAND JOIST W/ FACE NAIL 10d <br />@TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. <br />FILL SOLID <br />BOTH CELLS <br />HOOK (TYP.) <br />FACE NAILS 10d @TRUSS VERT. <br />WEB <br />3116"x3-1/2" <br />TAPCON @ 16" <br />1X4 P.T. <br />METAL SEAT PLATE <br />O.C. & 4" FROM <br />3/16" x 3 -1/2" DOOR JAMB (REFER <br />1 X 4 1/2" DRYWALLE71a <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 ND <br />TO SHT. SDW2-K1 2" EDGE DIST. <br />TO SHT. SDW2-K1 CONN. DETAIL <br />♦ <br />OIST TYPICAL <br />FOR CONN. DETAILBC <br />S <br />FOR CONN. DETAILS 10d @ 12" O.C. <br />1 X 444 <br />_ _j <br />F <br />FURRING <br />2X8 P.T. WITH 3/16"0 X 3" <br />LONG TAPCONS <br />' +2„ <br />_ <br />NOTC FIRST COURSE <br />SIMPSON HGAMIOKTA 12" O.C. <br />w/ (4)1l4x1 1/2"SDS SCREWS <br />SCREWS <br />2x P.T. AS REQ'D <br />2X8 P.T. 2X8 <br />STAGGERED @ 16 O.C. <br />♦ <br />INTO BAND JOIST & 3/4" <br />2x DETAIL <br />21 /4" DETAIL 2-ROWS INTO MASONRY 3-1 <br />/4" DETAIL <br />#5n <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 rcC <br />CELL PER <br />SCALE: <br />FFILLED <br />OUNDATION PLAN <br />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. <br />INFO SCALE: N.T.S. <br />2X8 P.T. BUCK -CONNECT TO BLOCK <br />mo SECTION <br />A -A <br />UPLIFT CAPACITY = 805 #FOR 1 STRAP <br />W/ 1/4" x 3114" 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 />j SOLID W/GROUT <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />1/4" x 31/4" TAPCONS <br />1 PLY PRE-ENGINEERED TRUSS <br />BLOCK HEADER ARCH BLKG. & BUCK <br />° <br />SIMPSON HM9KT w/ (4)1l4"x1 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 />SINKERS AND (7) 1/4"X2 1/4" 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 />7/16" OSB <br />TO BE INSTALLED <br />BOND BEAM OR CAST IN PLACE BEAM <br />FOR OVERHANGS BETWEEN OVER 1 U2" <br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR <br />CONTACT ENGINEER of REcoRDFOR <br />POLY -CELL IN THIS AREA <br />2 X 8 45 DIAGONAL BRACE AT EA. <br />FURTHER INSTRUCTIONS. ;' '. . <br />SCRIBE (NOTCH) <br />FACE OF ARCH W/ (3) 10d NAILS <br />..' <br />- <br />�.; <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />OVERRAN �' .� : .;. <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />_'` <br />N.T.S. <br />- , <br />INSTALL WDW. SCREW ANCHOM\_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 (NITS) <br />INTO ARCH BLKG. PER 4" MIN. OF BRACE <br />A TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />FOR OVERHANGS BETWEEN 3/4* TO 1 112" <br />INSTALLATION DETAILS -A PROVIDE <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6" <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 />NAILS @ 8" O.C. <br />ARCH DETAIL <br />4' MAX. RAD. <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ <br />x pV TO TR10dUSS <br />FR TO TRUSS TOP CHORD <br />yqN <br />.J <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />+ �F <br />NG <br />1'-0" 5'-0" <br />SCALE: N.T.S. <br />SS <br />12 <br />+ <br />+ %N PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY SEE <br />+ <br />TRUSS COMPANY OR PLAN+ <br />2X6 #2 SYP @ 24" O.C. <br />+ <br />+ + <br />OjLjtINISH FLO <br />2 <br />x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ + BLOCKING AS <br />° <br />WITH <br />1/4" x 31/4" TAPCON (1 1/4' MIN. <br />B_B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />EMBEDMENT INTO ) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />° <br />' ►.. <br />�114" MAX <br />2'-0.1 8„ <br />TRUSS + SOFFIT <br />° , ti . s' ' �O :. • D #5 BAR <br />BLOCK HEADER <br /># SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />+ <br />+ <br />4: <br />p ► • . CENTERED W/ <br />1917 H <br />BLKG. & BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />2X4 SYP L <br />IN TOP 4 <br />° <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 />BTWN., <br />2 x 8 VERT. W/ (2)10d <br />NAILS AT EA. END <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ <br />CONNECTOR • <br />Q <br />MONO FOOTING _ , • <br />PROVIDE 2 x 8 DIAG. BRACE <br />(3) <br />SIZE AND REINF. PER PLAN <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. <br />12d NAILS <br />SEE LINTEL <br />I <br />AND SECTION DETAILS <br />BRACE EXCEEDS 24 • <br />BUCK - (1) WITHIN <br />JACK TRUSS PROVIDED BYJ <br />SCHED. <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. BRACE(S) <br />OR INSULATION <br />INSIDE TO ALLOW F7 <br />ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SO IT <br />.► <br />DIRT ? z <br />TO BE INSTALLED <br />g <br />BUILT UP PLWD. BUCK - <br />4'- " SEE PLAN <br />PRECAST LINTEL <br />A. °ffTANDARD <br />N <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />. HOOK <br />#5 BAR IN <br />TO FIT ARCH CONNECT W/ <br />START OF ARC <br />IF TRUSSES USED) W/ (2) #6 X 4Yz" WOOD <br />FOR OVER HANG <br />FILLED CELL- <br />L,L �I <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 />, : • L , _ �� . <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 />`" •' `' `� '' `� ' `' •' <br />ANCHOR INTO ARCH BLKG.Kol� <br />rK <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS B-B <br />ARCH DETAIL <br />SECTION @ ENTRY <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" = V-0" SS <br />SCALE: 3/4" = V-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 />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"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 />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) #5 BARS CONT. <br />1/2" NAILS TO STUDS & (1) - <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 />g PER ANCHOR <br />9 a. PANEL ) <br />OCCURS <br />TOP WITH MIN. 3" <br />EPDXIED w/ SIMPSON "SET" <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 />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 />LL v NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER T IS NECESSARY TO USE MORE <br />° <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />, ; > <br />LU a A <br />REINFORCING AS FOLLOWS: <br />a 1 <br />' PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />t¢ <br />#5x6' EMBEDDED INTO <br />PRESS PANEL REINFORCING INTO PLACE. <br />6" MIN. LAP SPLICE W/ <br />> ° <br />a EXISTING FOOTING (2) IN CONC. <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />' <br />N N FILLLEDED CELL <br />SMOOTH. DO NO FURROW. <br />° p.• <br />DRILL 3/4"x5"MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE e, .' t, <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />p <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 />" z <br />g <br />\ <br />.� <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />o ° <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 />\ ' (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. Of COVER EA. WAY <br />A SECTION <br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN <br />EXISTING TIN <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 />zg <br />z�z <br />Q <br />a <br />z <br />Ln CD <br />�^, <br />4--J w <br />ca o <br />•p w <br />Ln <br />is <br />�N U <br />o0 <br />m <br />— 8 <br />� 'C aMM <br />U <br />N <br />�LLm <br />c <br />Q <br />co 2 <br />Ut <br />rn <br />U1j <br />Aa c <br />E D. <br />" c� <br />=Jl <br />N N <br />I0 <br />U) <br />r A-".F? Faj W <br />LU <br />� <br />CHI $� m <br />m <br />LLZ NET <br />W <br />��5��1,1ti3ttd� �jfa o <br />`�\• <br />.00 <br />zz -4 <br />�/ O[ C'V <br />CO <br />Off`• <br />:af•• F1. <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seat. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />�o <br />z IL <br />zoo <br />Z <br />�o�iw <br />LQ <br />2�" <br />jo <br />C <br />x <br />O <br />�- <br />F_ <br />o <br />�uj <br />U <br />Q� <br />f <br />o9. <br />�.x <br />N, <br />LU <br />Q J <br />7� <br />C) <br />Z <br />'-I <br />6,8!j <br />J�-•� <br />Li.jco <br />Z <br />�F< <br />` <br />ko <br />Z <br />Z <br />U <br />8 <br />o <br />00 <br />g <br />UJI <br />W <br />o <br />rn <br />V) <br />SCALE : AS NOTED <br />DATE : 10/2/2018 <br />TECH: MJAMES <br />VERSION NO. 4n0 <br />SHEET NO. <br />SS <br />IIIIIIIIIIIIIIIIx <br />