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11 r 1 loll <br />1X4 1/2" DRYWALL <br />DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER <br />1 X 4 1/2" DRYWALL <br />♦ UNACCEPTABLE <br />I DOOR JAMB (REFER <br />TO SHT. SDW2-K1 P.T. <br />TO SHT. SDW2-K1 <br />TO SHT. SDW2-K1 FOR CONN. DETAILS <br />PROPER INSTALLATION MAX. <br />8" NOT DO THIS <br />` <br />' <br />2"x BOT. PLATE W/ " <br />(2)10d @ 6 O.C. <br />FOR CONN. DETAILS)M\-,F <br />FOR CONN. DETAILS <br />X 4 <br />X 43/16"� <br />` #5 REBAR <br />(TYP,) ' <br />3/4" PLYWOOD DECKING GLUED3-1/4" <br />ATTACHED WALL SHEATHING TO <br />X 4 <br />LONG X 3/16"0URRING <br />X 3" LONG FURRING 3/16"0 X 3-1/2" LONG <br />T 16"0 X 3 <br />FURRING <br />#5 REBAR ` <br />' <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />O.C.,02 ROWS STAGGERED 4 <br />I TAPCON. INTO <br />1 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 />1X8 <br />PER MANUFACTURE <br />MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH �� <br />3 DETAIL <br />STD. 90^ ` D. 90° HOOK (TYP.) <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 />I 3/16" x 3 -1/2" <br />TAPCON @ 16" <br />1X4 P.T. <br />a <br />METAL SEAT PLATE <br />IO.C. & 4" FROM <br />3/16" x 3 -1/2" DOOR JAMB (REFER <br />1 X 4 1/2" DRYWALL <br />NOTE: <br />DOOR JAMB (REFER EACH END W/ MIN <br />DOOR JAMB REFE TAPCON TO SHT. SDW2-K1 FOR <br />( <br />LAP SHEATHING TO <br />BOTTOM OF BAND <br />TO SHT. SDW2-K1 2" EDGE DIST. <br />I <br />TO SHT. SDW2-K1 CONN. DETAIL <br />JOIST TYPICAL <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />10d @ 12" O.C. <br />FURRING <br />— —I <br />2X8 P.T. WITH 3/16"0 X 3" <br />LONG TAPCONS <br />' +2° <br />NOTC @FIRST COURSE <br />SIMPSON HGAMIOKTA 12" O.C. <br />@ <br />EWS <br />D& <br />2X8 P.T. <br />2X8 <br />` <br />INNTO <br />2x P.T. AS REQ'D <br />STAGGERED @ 16 O.C. <br />NOTCH <br />` <br />BAND JOIST (4)1R/4"x2 3/4" <br />TITEN <br />2x DETAIL <br />n <br />2 1 /4" DETAIL 2-ROWS INTO MASONRY 3-1 /4 DETAIL <br />±5^ <br />WEB AT THE ' <br />FIRST 2 COURSES <br />` <br />INTO K.O. BLOCK <br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC <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 />SS <br />SCALE: N.T.S. <br />SS <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 />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />=1610 # FOR 2 STRAPS <br />FILL 1st COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />8" <br />;. SOLID W/GROUT <br />1 X 4 FURRING >r SOLID BLKG. AT TOP BTWN. <br />1l4" x 31/4" TAPCONS <br />1 PLY PRE-ENGINEERED TRUSS <br />" <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 71NTH <br />LEAVE A CUT OUT IN O.S.B. ON THE <br />BRACE(S) 2 x 8 BRACE/ <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 HR <br />POLYEA <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 />. • ..: . <br />BACKSIDE TO FIT ARCH (4) 1Od NAILS INTO 2 x 8 <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />OVERHANG' <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />INSTALL WDW. SCREW ANCHOM\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />PROVIDE TAPCON WITHIN <br />• <br />INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 <br />4 MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />RETROFIT WALL OVERHANG DETAIL (NTS) <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 110 <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 />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />—FOR <br />START OF ARC <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL <br />NAILS @ 8" O.C. <br />NOTE: OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. <br />ARCH DETAIL <br />4' MAX. RAD. <br />i <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ <br />0� <br />x TO TRUSS <br />FR TO TRUSS TOP CHORD <br />yqN <br />11-011 51-0" <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />+ �F <br />�GTN <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 />2x6 #2 SYP @ 24" O.C. <br />+ + <br />+ +At <br />--FINISH FLO <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 />B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />> "� <br />EMBEDMENT INTO <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />l4" MAX <br />.) <br />2-0" 8" <br />TRUSS + SOFFIT <br />+ <br />° A' .'> #5 BAR <br />�p ' D, <br />BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />+ <br />1'0il • <br />6 • . ° CENTERED W/ <br />1 X 4 FURRING BLKG. & BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />2X4 SYP . , <br />> • . ° '� IN TOP 4 <br />8d NAILS <br />EACH TRUSS <br />_ KNOCKOUT / N <br />° ° CHAIR BLOCK <br />8d NAILS @ 8„ O.C. AT BUCK 2 x 8 VERT. WI (2)10d <br />°'oil <br />= <br />PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END <br />PROVIDE (2) MIN. <br />AT EA. SIDE <br />PROVIDE 2x <br />CONT. W/ (3) <br />, <br />CONNECTOR <br />MONO FOOTING <br />SIZE AND REINF. PER PLAN <br />VERT. BRACES WHEN HGT. OF <br />TAPCON <br />12d NAILS <br />BRACE EXCEEDS 24" <br />BUCK - 1 WITHIN 4" <br />() <br />JACK TRUSS PROVIDED BY <br />SEE LINTEL <br />SCHED. <br />AND SECTION DETAILS -I <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />- <br />2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SO IT <br />CLEAN FILLA. <br />> 6 , z <br />TO BE INSTALLED <br />DIRT � <br />BUILT UP PLWD. BUCK- <br />4 - AX S LAN <br />" <br />PRECAST LINTEL <br />•.•. ° STANDARD <br />4 <br />SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />#5 BAR IN ° 90r HOOK N <br />TO FIT ARCH CONNECT W/ <br />START OF ARC <br />IF TRUSSES USED W/ 2 #6 X 4%s° WOOD <br />) () <br />FOR OVER HANG <br />FILLED CELL - � • � - � - <br />8d NAILS x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />2 4' MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4 -0") <br />; :. �• 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 THRU OSB INTO 2 x 8 <br />O.C. <br />"''' �'''' •''' �.r' •''' <br />ANCHOR INTO ARCH BLKG.STEMWALL <br />PER INSTALLATION DETAILS ARCH DETAIL rK <br />SECTION @ ENTRY L <br />SECTION a@ ROOF EXTENSIONrm_'� <br />FOOTING SIZE AND <br />B-g <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 />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <br />CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. <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 <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 />NAILS TO STUDS & (1) - <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />9 ga. PANEL PER ANCHOR) <br />(1) #5 BARS CONT. 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 a <br />Oz <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />COVER 6'-0" F F <br />EPDXY MIN. 6" EMBEDMENT & <br />v2 <br />FILL CELL FULL HEIGHT W! <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE ) EXPANSION STRIP <br />3" MIN. EDGE DISTANCE <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />°. <br />NON SHRINK GROUT. <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />:,;. <br />e' <br />w =+ A <br />REINFORCING AS FOLLOWS: <br />— <br />a 1 <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />o e <br />g <br />* PRESS PANEL REINFORCING INTO PLACE. <br />g . <br />z #5x6' EMBEDDED INTO <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />6" MIN. LAP SPLICE W/ <br />REINFORCING PANEL <br />> ° <br />¢ EXISTING FOOTING (2) #5x6' IN CONC. <br />SMOOTH. DO NO FURROW. <br />... <br />n p.° . <br />N FILLED CELL <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE t. <br />DRILL 3/4"x5"MIN. HOLE <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />: >. p <br />`. <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />_d SPLICE NOTE: <br />M ° <br />\` <br />El <br />REMAIN FREE OF MORTAR. <br />z \ <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <br />r �> <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />• ° <br />� a <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. 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 APPLIICATION 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 />„_ <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 />Z M <br />z <br />J <br />a <br />Z <br />V) (D <br />� "' <br />w <br />• � o <br />O w <br />t120 <br />— <br />U <br />w <br />1- <br />m� <br />y M <br />M <br />■ <br />LQ1 <br />.92 <br />N <br />¢a <br />6 D. <br />"� 110 <br />AID <br />o <br />� �M�z <br />Z <br />F— <br />LL <br />OC N w <br />Lil a " R w <br />LU <br />Z <br />40 g� Q <br />W vi <br />�tE!/flQ <br />, N,i <br />WRitV.FDSEP`G01vI• <br />- -- <br />< — <br />. <br />•: <br />�d wLO <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 sWchxal 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 />9 <br />W <br />Z< <br />µI a <br />v2�U <br />�ooe <br />u <br />J <br />L <br /><® <br />C <br />-a <br />`/ <br />3 <br />o <br />OV <br />W <br />o.x <br />Na` <br />L.0 <br />�oid <br />Q � W <br />ZZ <br />J <br />r1 <br />LU <br />I- t- <br />N <br />Z <br />Z <br />�S <br />°° <br />oo <br />Z <br />g <br />t <br />= <br />f <br />O <br />,- 4 <br />a <br />I col <br />S <br />SCALE : AS NOTED <br />DATE : 10/29/2018 <br />TECH: MJAMES <br />VERSION NO. 4n0 <br />SHEET NO. <br />SS <br />