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00 <br />N <br />0 <br />Ili <br />1X4 1/2" DRYWALL DOOR JAMB (REFER "RYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL <br />DOOR JAMB (REFER <br />UNACCEPTABLE INSTALLTION <br />MAX.8" <br />TO SHT. SDW2-K1 P T TO SHT. SDW2-K1 TO SHT. SDW2-K1 <br />FOR CONN. DETAILS <br />PROPER INSTALLATION DO NOT DO THIS <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C.. <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS X 4 1X 4 <br />ff <br />ifs REBAR (TYP,) <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />ti( BOTTOM PLATE W/ 8d 4" <br />1 X 4 <br />3-1/4" LONG X 3/16"0 FURRING TAP O X S LONGFURRING 3/16"0 X 3-1/2" LONG FURRING <br />TAPCONS <br />#5 REBAR <br />@ <br />AND NAILED W/8d COMMONTAPCON. <br />6" O.C. EDGES AND 12" O.C. FIELDBLOCK@ <br />@ <br />O.C., 2 ROWS STAGGERED <br />INTO STAGGERED @ 16" TAPCONSSTAGGERED 2X8 <br />('tYP) <br />' <br />SPACING „ .. STAGGERED @ 16" O.C. 1X8 <br />O.C. 2-ROWS INTO <br />PER MANUFACTURE 1 DETAIL 2-ROWS INTO <br />• <br />2x BAND JOIST W/ FACE NAIL 10d <br />MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH �� <br />3 DETAIL <br />STD. 90^ 90 HOOK (TYP.) <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. <br />FILL SOLID HOOK (TYP.) <br />BOTH CELLS <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />3116" x 3 -1/2" <br />TAPCON @ 16" <br />METAL SEAT PLATE <br />1 X4 P.T. <br />NOTE: <br />O.C. & 4" FROM 3/16" x 3 -1/2" DOOR JAMB (REFER 1/2" DRYWALL <br />1 X 4 <br />7/' <br />LAP SHEATHING TO <br />EACH END W/ MIN DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR <br />DOOR JAMB (REFER ( <br />TO SHT. SDW2-Ki 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL <br />` <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 <br />10d @ 12" O.C. <br />� FURRING <br />_ <br />„ „ <br />2X8 P.T. WITH 3/16 0 X 3 <br />+2„ NOTC @FIRST COURSE <br />SIMPSON HGAMIOKTA 12" O.C. <br />@ <br />LONG TAPCONS <br />w/ (4)1Axl 1/2"SDS SCREWS <br />2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. <br />- <br />INTO BAND JOIST & (4)1/4"x2 3/4" <br />TITENINTOK.O.BLOCK <br />2x DETAIL 21/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL <br />NOTCH WEB AT THE <br />f5" FIRST 2 COURSES <br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC <br />FILLED CELL PER <br />FOUNDATION PLAN FILLED CELL INSTALLATION KHSCALE: <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />N.T.S. 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 SECTION <br />A -A <br />UPLIFT CAPACITY <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />_ 1610 # FOR 2 STRAPS <br />FILL 1st4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />2' <br />�. SOLID WIGROUT <br />" <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS <br />1 PLY PRE-ENGINEERED TRUSS <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 wl (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 LEAVE A CUT OUT IN O.S.B. ON THE <br />BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION <br />. <br />° <br />7/16" OSB 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 />CONTACT ENGINEER OF RECORD FOR <br />SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DAAGONAL BRACE AT EA. <br />FURTHER INsrRucrioNs. •. <br />,:° �• _ <br />FACE OF ARCH W/ (3)10d NAILS <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END <br />RETROFIT TRUSS DETAIL <br />OVER ° <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />j° <br />N.T.S. <br />INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN <br />ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />INTO ARCH BLKG. PER 4" MIN. OF BRACE <br />INSTALLATION DETAILS A <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />-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 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 REO'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 � 4 MAX. RAD. <br />UE SIMPSON �D!CENTERED) w/ <br />x <br />TO TRUSS TOP CHORD <br />°�FRygN <br />MS1) <br />N. 4EMBEDMENT AT16'O.C.O.C, <br />+ <� <br />NGT <br />'� �� <br />1-05 -O <br />SCALE: N.T.S. SS <br />12 <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 />+ +Ai <br />-,FINISH FLO <br />2 x 8 BUCK - CONNECT TO BLOCK SECTION <br />+ + BLOCKING AS <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN, B_B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />„ EMBEDMENT INTO .) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />° �; <br />/4 MAX Z-0" 8" <br />TRUSS + SOFFIT <br />° , y . �• ' �'• ► p #5 BAR <br />BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />+ <br />• <br />p 10 • ► ° . CENTERED W/ <br />1 X 4 FURRING BLKG. & BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />8d NAILS <br />2X4 SYP .. <br />EACH TRUSS <br />917 <br />► ° '+ IN TOP E, <br />KNOCKOUT / <br />d ' i� <br />• CHAIR BLOCK <br />— <br />Sd NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. W/ (2)10d <br />NAILS AT EA. END <br />PROVIDE 2 x 8 DIAG. BRACE BTWN,, <br />PROVIDE (2) MIN. <br />PROVIDE 2x • <br />CONT. W/ (3) <br />CONNECTOR °� <br />— .p <br />MONO FOOTING ' <br />•+' .. <br />—'�' <br />° <br />SIZE AND REINF. PER PLAN <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />12d NAILS <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4" <br />JACK TRUSS PROVIDED BY <br />SEE LINTEL <br />SCHED. <br />AND SECTION DETAILS <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />s <br />CLEAN FILL • • ! <br />2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />bENTER SO IT <br />.► <br />DIRT 4 z <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />4- " A S <br />PRECAST LINTELJ <br />°ffTANDARD o <br />SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />,• <br />#5 BAR IN ! HOOK iv <br />r <br />TO FIT ARCH CONNECT W/ <br />START OF ARC <br />IF TRUSSES USED W/ 2 #6 X 4%" WOOD <br />) () <br />FOR OVER HANG <br />FILLED CELL, • • �� • ►.� , • •. , <br />8d NAILS 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 />, .. v L N J . 1, It_ IV I, <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL <br />INSTALL WDW SCREW <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />� ` <br />s f <br />' THRU OSB INTO 2 x 8 <br />ANCHOR INTO ARCH BLKG. <br />O.C.• <br />' , <br />PER INSTALLATION DETAILS ARCH DETAIL K <br />SECTION @ ENTRY L <br />SECTION @ ROOF EXTENSION M <br />STEMWALL FOOTING SIZE AND <br />REINF. PERLAN AND STEMWALL <br />B = — SCALE: N.T.S. SS <br />SCALE: 3/4" =1'-0" SS <br />SCALE: 3/4" =1'-0" SS <br />MONO TO STEMWALL FOOTING 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 />DRILL 3/4"4" 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 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 />( ) <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. 1/4" EXPANSION BOLT (2 <br />1/ ' <br />WHERE THIS CONDITION <br />1/2" NAILS TO STUDS & (1) - <br />ANCHOR <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) <br />(1) #5 BARS CONT. <br />OCCURS <br />5/8" DIA. ALL THREAD ROD <br />"SET' <br />#5x6' EMBEDDED INTO EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING <br />( REINFORCING <br />TOP WITH MIN. 3" <br />EPDXIED w/ SIMPSON � <br />O <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHERFILL <br />COVER V-0" F.F.EPDXY <br />MIN. 6" EMBEDMENT & <br />CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP <br />3" MIN. EDGE DISTANCE <br />\ ` <br />wo v <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />°. <br />o v <br />w a <br />A <br />REINFORCING AS FOLLOWS: <br />— <br />a co <br />1 <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT <br />: g' e — — — — <br />= g <br />" PRESS PANEL REINFORCING INTO PLACE. <br />v z <br />#5x6' EMBEDDED INTO <br />6" MIN. LAP SPLICE W/ <br />" COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL <br />EXISTING FOOTING (2) #5x6' IN CONC. <br />SMOOTH. DO NO FURROW. <br />, ° <br />LO N <br />FILLED CELL <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 <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP <br />p <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE <br />REMAIN FREE OF MORTAR. <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT <br />�� ' ° <br />a <br />4" SAW CUT <br />MOVEOF GLASS BLOCKS AN• <br />EMOVE GLASS BLOCK DETAIL <br />SPACES. REWEDGES <br />\ ' (2) #5 REBAR. MIN. 3" <br />TOOL JOINTS MOO HRPLUS AND CONCAVE, BEMORTAROFORE MORTAR TAKES FINAL ETFACES <br />( <br />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 />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 />RETROFIT <br />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 />C9 <br />z� <br />z® <br />z <br />QE3J <br />to C9 <br />� w <br />�d <br />•o <br />L <br />~ <br />M <br />' `+ <br />N <br />W2.8 <br />M M <br />_ <br />U <br />N <br />U� <br />Quo <br />N N <br />US <br />Z <br />rgH�� w <br />W a �' <br />Z 0�v`ra $ <br />LL Z 5 <br />YJ�o(� <br />�� p V . <br />_ cc <br />5 (3t• <br />i F •A <br />"R <br />v <br />O F E S S'O <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 0th 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 />-o <br />as <br />I— <br />zOU <br />z0 <br />fR <br />N <br />a <br />OW <br />U <br />= <br />ARP <br />W <br />V2 <br />:j <br />Q Z <br />Z <br />J <br />In <br />rl <br />O <br />Z <br />C3 <br />O <br />06 <br />� <br />_ <br />9 <br />v__1 <br />a <br />0 <br />5 <br />SCALE : AS NOTED <br />DATE : 10/4/2018 <br />TECH: .IMUROSKI <br />VERSION NO' 4nO <br />SHEET NO. <br />�� <br />