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04 <br />CO <br />�R <br />1/2" DRYWALL <br />DOORJAMB (REFER—\ <br />DOOR JAMB (REFER i-1X4 F 1/2" DRYWALL DOOR JAMB (REFER <br />1X4 1/2" DRYWALL <br />1X4 U" <br />MAX, 8" UNACCEPTABLE INSTALLTION <br />FlX4 <br />TO SHT. SDW2-K1 P.T.—E <br />TO SHT. SDW2-K1 <br />FOR CONN. DETAILS <br />TO SHT. SDW2-K1 )e <br />PROPER INSTALLATION <br />DO NOT DO THIS. <br />2'x BOT. PLATE W/ (2) 1 Old @ 6" O.C. <br />FOR CONN. DETAILS <br />—1 <br />FOR CONN. DETAILS X 4 <br />__1 X 4 <br />1, <br />*41#* #5 REBAR <br />(TYP,) <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />X 4 <br />3-1/4" LONG X 3/16"0 FURRING <br />3/16"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG <br />F <br />FURRING <br />#5 REBAR 41% <br />#40 <br />AND NAILED W1 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 TAPCONS STAGGERED IL11X8 <br />STAGGERED @ 16" <br />2X8 <br />(TYPj <br />BLOCK@ SPACING <br />1 "DETAIL <br />O.C. 2-ROWS INTO 1 X8 P.T. STAGGERED@ 16"O.C. <br />2-ROWS INTO <br />4 <br />00 <br />PER MANUFACTURE <br />MASONRYTHROUGH <br />1-1/211 DETAIL MASONRYTHROUGH 311 <br />DETAIL <br />90' HOOK I[TYP.) <br />STD. 90A <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 />0 <br />—3/16" x 3 1/2" <br />A <br />CO N <br />TAPCON @ 16" <br />A <br />1 X4 P.T. <br />NJ <br />METAL SEAT PLATE <br />4 F R <br />O.C. & 4" FROM <br />0 C <br />3/16" x 3 -1/211 DOOR JAMB (REFER <br />1X4 1/2" DRYWALL <br />NOTE: <br />FA CH EN 0 V <br />DOOR JAMB (REFER EACH END W/ MIN <br />DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR F <br />LAP SHEATHING TO <br />EDGE DIS_ <br />TO SHT. SDW2-K1 2" EDGE DIST. <br />TO SHT. SDW2-K1 CONN. DETAIL S__ <br />4' <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />'42'. <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />2" OC, <br />1 Od @ 12" O.C. <br />1X4 <br />//R� <br />I <br />FURRING <br />H' <br />111AS"01 <br />2X8 P.T. WITH 3/16"0 X 3" <br />LONG TAPCONS <br />L2X8 <br />I '_t_2_-L "— <br />NOTCMNER —a FIRST COURSE <br />SIMPSON HGAM 1 OKTA @ 12" O.C. <br />virl (4) 11/411/2" SDS SCREWS <br />r, T r�;:r <br />qyct P T <br />2X8 P.T. <br />'I" <br />2x P.T. AS REQ'D <br />STAGGERED @ 16- 0 . C. <br />L <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 />A_ <br />L-21 <br />NOTCH WEB AT THE <br />FIRST 2 COURSES <br />*Q## <br />TITEN INTO K.O. BLOCK <br />BUILDOUT @ OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGSKcc <br />FILLED CELL PER <br />FOUNDATION PLAN FILLED CELL INSTALLATION <br />( H <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. <br />1\ �S <br />SCALE: N.T.S. <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 -A <br />UPLIFT CAPACITY = 805 # FOR 1 STRAP <br />U L'" <br />W/ 1/4" x 3 1/4" TAPCON ( 11/4" MIN. <br />= 1610 # FOR 2 STRAPS <br />FILL 1 st 4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />8' <br />SOLID W/GROUT <br />1 X4 FURRING SOLID BLKG. AT TOP BTWN. <br />1/4"x3l/4"TAPCONS <br />1 PLY PRE-ENGINEERED TRUSS <br />BLOCK HEADER ARCH BLKG. & BUCK <br />SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS <br />1/2"DRYWALL <br />7Z <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 NTO <br />(4) 10d NAILS INTO <br />—LEAVE A CUT OUT IN O.S.B. ON THE <br />�iLlj <br />BRACE(S) 2 x 8 BRACE/ BLKG. <br />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 11/2" <br />iOLEIN OS B FOR <br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR <br />POLY -CELL IN THIS AREA <br />CELL IN �H S 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 />I i N 11 q INTr) , <br />n, & )vR <br />BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2x8 <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />OVERHANG4. I I <br />CONNECT W/ 8d NAILS BRACE/BLKG. <br />N.T.S. <br />INSTALL WDW. SCREW ANCHOR_M\\\— 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 />A <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />INSTALLATION DETAILS -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 IQ" <br />1-1/2"THK. OR MORE BUCK WITHIN 6" MIN. OF START OF <br />ARCH <br />IF TRUSSES USED) W/ (3) #6 X 41/V WOOD <br />DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REaD. <br />START OF ARC <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL <br />)(0 (2) 10d NAILS @ 8" O.C. <br />ARCH DETAIL <br />4'MAX. RAD. <br />i <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ <br />TO TRUSS TOP CHORD <br />- <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />+ <br />11-011 51-011 <br />SCALE: N.T.S. <br />SS <br />12 <br />+ + /r-/HY PLYWOOD SHEATHING <br />L <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 />WITH 1/4" x 3 1/4" TAPCON (11/4" MIN <br />B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />EMBE NTINTO <br />DME' <br />PER NAILING SCHEDULE LL <br />TO SUPPORT <br />- <br />/4"MAX <br />�K.) <br />2'-0" 8" <br />TRUSS + SOFFIT <br />I . . #5 BAR <br />LCENTERED <br />BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH <br />(5) 12d NAILS SIMPSON <br />a <br />V_ + <br />+ <br />1.01, i - W/ <br />BLKG. & BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />2X4 SYP _7 <br />IN TOP <br />1 X 4 FURRING <br />8d NAILS <br />EACH TRUSS <br />KNOCKOUT/ <br />=71 I I CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK ill I <br />2 x 8 VERT. W/ (2) 1 Od <br />NAILS AT EA. END <br />PROVIDE 2 8 DIAG. BRACE B TWN*\ <br />PROVIDE (2) MIN, <br />PROVIDE 2x <br />CONT. W/ (3) <br />A <br />I,., L <br />CONNECTOR <br />MONO FOOTING A <br />x <br />SIZE AND REINF. PER PLAN <br />0 <br />VERT. BRACES WHEN HGT. F <br />TAPCON AT EA. SIDE <br />12d NAILS <br />SEE LINTEL <br />AND SECTION DETAILS <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4" <br />JACK TRUSS PROVIDED BY--J <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 />I��U,TI <br />2x8VERT.BRACE(S) INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />HNTER SOFTIT <br />CLEAN FILL <br />DIRT <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />.00 4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />L—STANDARD <br />90r HOOK <br />SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />#5BARIN <br />TO FIT ARCH CONNECT W/ <br />'�'-2 <br />START OF ARC <br />IF TRUSSES USED) W/ (2) #6 X 4Y," WOOD <br />FOR OVER HANG <br />FILLED CEL <br />8d NAILS x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />4'MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 41-011) <br />VL V 1, V IV L, <br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQ UAL <br />INSTALL WDW, SCREW <br />WALL USE (2) 1/4" X 3 1/2' TAPCONS AT 16" <br />L <br />V V <br />THRU OSI3 INTO 2 x 8 <br />ANCHOR INTO ARCH BLKG. <br />O.C. <br />Sk <br />PER INSTALLATION DETAILS <br />13-13 ARCH DETAIL rK <br />SECTION @ ENTRY <br />SECTION @ ROOF EXTENSION <br />STEMWALL FOOTING SIZE AND <br />REINF. PERLAN AND STEMWALL <br />MONO TO STEMWALL FOOTING <br />SCALE: N.T.S. �, �S <br />SCALE: 3/4" V-0" � �s <br />SCALE: 3/4" V-0" �S <br />SECTION DETAILS <br />SCALE: 3/4" = V-01" <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"4" 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 />SIMPSON HTT4 w/ (18) 1 Od x 1 <br />U B PA W1 H N N- HRINK GROUT (USUALLY t 2") <br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />"SQUEEZED" <br />'ANCHOR <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 />9 ga. PANEL PER ANCHOR) <br />OCCURS <br />TOP WITH MIN. 3" <br />EPDXIED w/ SIMPSON "SET" <br />Cr <br />z <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />COVER 61-0" <br />EPDXY MIN. 6" EMBEDMENT & <br />0 <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 />—Z <br />U_ LU NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />— <br />10, <br />0 <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />LU <br />REINFORCING AS FOLLOWS: <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />U_ a. <br />15 <br />PRESS PANEL REINFORCING INTO PLACE. <br />6" MIN. LAP SPLICE W/ <br />#5x6'EMBEDDED INTO <br />z <br />EXISTING FOOTING (2) #5x6 IN CONC, <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />DRILL 3/4"4" MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE <br />_T <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH, <br />. ... .... . <br />6"MIN. LAP <br />1> <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />NOTE: <br />N <br />REMAIN FREE OF MORTAR. <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 />04 <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />_'0 <br />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 GLASS <br />WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) <br />BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 <br />16" MIN. COVER EA. WAY <br />L <br />SECTION <br />00, <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 />SCALE: 3/4" = V-0" <br />SCALE: 3/4" = V-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! <br />k/110 <br />aj <br />C—/) <br />4--J LU <br />(Dru <br />in <br />*Fj_ <br />— <br />0 LU <br />C!:: <br />t/I <br />is <br />F_ <br />=:) <br />V) , <br />LU <br />ca <br />i-- E <br />— <br />F 1 P" <br />* (N <br />C) <br />C �'_ -1 <br />0 .2 cn. <br />LL_ to <br />11 -P <br /><C A <br />CD <br />V 2L 11 <br />A I <br />ED. <br />SAR <br />MHO.-i <br />z- <br />cam l- 1-2 <br />ox U_ <br />ul a -lit <br />z <br />rz; <br />Z <br />LL LU <br />0 F <br />W. C <br />CL, I <br />D, <br />0 -r"' <br />L <br />/?()F E SS% <br />To the best of the Enginser's knowledge, information and belief, <br />the structural plans and specIfications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residenbal 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.LennarTampa.com <br />Z <br />0 <br />LAW <br />0 <br />zb <br />Ez z <br />Co <br />ISW <br />." <br />ui CRI <br />V) <br />z <br />> <br />z <br />0 <br />z <br />Zj <br />sg <br />LLJ <br />r,4 <br />Z <br />Ln <br />L;j <br />00 <br />z <br />co <br />0 <br />06 <br />Z <br />:5 <br />uj <br />A <br />rn <br />V__41 <br />CL <br />In <br />0 1 <br />SCALE AS NOTED <br />DATE 10/29/2018, <br />TECH: MJAMES <br />VERSION No' 4n0 <br />SHEEr NO. <br />SS <br />