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m <br />M <br />x <br />Cr <br />cc <br />J <br />0 <br />rn <br />N <br />M <br />1X4 1/2" DRYWALL <br />1/2" DRYWALL DOOR JAMB REFERVD <br />DOOR JAMB (REFER 1 X 4 (� <br />1!2" DRYWALL <br />, UNACCEPTABLE INSTALLTION <br />DOOR JAMB (REFER <br />TO SHT. SDW2-K1 P.T. <br />TO SHT. SDW2-K1 TO SHT. SDW2-K1 <br />FOR CONN. DETAILS <br />PROPER INSTALLATION MAX. 8" DO NOT DO THIS <br />' <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />1 X 4 <br />1 X 4 <br />` #5 REBAR (TYP,) <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />TTOM PLATE <br />1 X 4 <br />3-1/4" LONG X 3/16"m FURRING <br />3/16"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONGFURRING <br />#5 REBAR ` <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />W/ 8d @ 4 <br />O.C.,O ROWS STAGGERED <br />INTO <br />TAPCONS TAPCONS STAGGERTAPCON. <br />STAGGERED @ 16" <br />(Np,) <br />` <br />' <br />BLOCK@ SPACING „ <br />1 DETAIL <br />1X8 P.T. STAGGERED @ 16" O.. <br />O.C. 2-ROWS INTO 2-ROWS INTO <br />41 <br />2x BAND JOIST W/ FACE NAIL 10d <br />PER MANUFACTURE <br />MASONRY THROUGH ��1. <br />1-1 /2 DETAIL MASONRY THROUGH 3�� <br />DETAIL <br />. <br />STD. 90^ ` D. 90 HOOK (TYP.) <br />@ TOP & BTTM CHORD, AND (8) <br />1 x4 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 />METAL SEAT PLATE <br />�� <br />1 X4 P.T. " <br />" <br />NOTE: <br />O.C. & 4 FROM <br />3/16 x 3 -1/2 DOOR JAMB (REFER <br />1 X 4 1/2 DRYWALL <br />LAP SHEATHING TO <br />DOOR JAMB (REFER EACH END W/ MIN <br />2" EDGE DIST. <br />DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR <br />( <br />TO SHT. SDW2-K1 CONN. DETAIL <br />` <br />BOTTOM OF BAND <br />TO SHT. SDW2-K1 <br />JOIST TYPICAL <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />10d @ 12" O.C. <br />1 X 4 <br />J j <br />� <br />/ <br />FURRING <br />2X8 P.T. WITH 3/16"O X 3" <br />LONG TAPCONS <br />+2„ <br />' - <br />NOTC @FIRST COURSE <br />SIMPSON HGAMIOKTA @ 12" O.C. <br />w/ (4)1/4xl 1/2" SDS SCREWS <br />2X8 P.T. <br />2X8INTO <br />2x P.T. AS REQ'D <br />STAGGERED @ 16" O.C. <br />` <br />- <br />- <br />BAND JOIST /4"x2 3/4" <br />2x DETAIL <br />�� <br />21 /4 DETAIL 2-ROWS INTO MASONRY 3-1 <br />�� <br />/4 DETAIL <br />+5„ <br />NOTCH WEB AT THE �' <br />FIRST 2 COURSES <br />` <br />- <br />TITEN INTO K.O. BLOCK <br />BUILDOUT @ OVER SIZE DOOR <br />-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 />min SECTION <br />A <br />-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 1st4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />i SOLID W/GROUT <br />2,-0" <br />,r <br />8" <br />1 PLY PRE-ENGINEERED TRUSS <br />' <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 />y <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 EVER 1 1n• <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 <br />2 x 8 45 DrAGONAL BRACE AT EA. <br />FURTHER INSTRUCTIONS. !L <br />BACKSIDE TO FIT ARCH NTO 2 x 8 <br />FACE OF ARCH W/ (3)10d NAILSCONNECT <br />AT EA. END <br />RETROFIT TRUSS DETAILOVERRAN <br />�. <br />W/ 8d NAILS BRACENBLKG <br />N.T.S. <br />INSTALL WDW. SCREW ANCHOR---, 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 <br />PROVIDE TAPCON WITHIN <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />DETAILS A THRU <br />4 MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />INSTALLATION -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR <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 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 REED. <br />START OF ARC <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL <br />NAILS @ 8" O.C. <br />(2) 10d4' <br />ARCH DETAIL <br />J <br />MAX. RAD. <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ <br />x 0� TO TRUSS <br />FR TO TRUSS TOP CHORD <br />hqN <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />�F <br />N <br />�� 1-0 5 -011 <br />SCALE: N.T.S. <br />SS <br />12 <br />+ C'rN <br />+ PLYWOOD SHEATHING <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 />° <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />EMBEDMENT INTO <br />) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />/4" MAX <br />2-41 Sol <br />TRUSS + SOFFIT <br />° D D D D #5 BAR <br />D <br />BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />+ + <br />10„ D ° CENTERED W/ <br />1 X 4 FURRING BLKG. &BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />2X4 SYP <br />D ° °� IN TOP • <br />N <br />8d NAILS <br />EACH TRUSS <br />KNOCKOUT / <br />8d NAILS @ 8" O.C. AT BUCK <br />'7T CHAIR BLOCK <br />- —' �- ° <br />2 x 8 VERT. W/ (2)10d <br />NAILS AT EA. END <br />PROVIDE 2x <br />CONT.LS(3) <br />CONNECTOR '. <br />---. <br />MONO FOOTING ' D <br />--" <br />TAPCON AT) A! SIDE <br />SIZE AND REINF. PER PLAN <br />VERT.1DE BRACES WHEN HGT. OF <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4" <br />1 d NAIMN. <br />SEE LINTEL <br />AND SECTION DETAILS <br />LEAVE A CUT OUT IN O.S.B. N <br />IN. <br />JACK TRUSS PROVIDED BY <br />TRUSS COMPANY OR 2x4 <br />SCHED. <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 FILL D ° D <br />DIRT D <br />TO BE INSTALLED <br />00, <br />J <br />BUILT UP PLWD. BUCK - <br />41-0" MAX SEE PLAN <br />PRECAST LINTEL %° <br />STANDARD 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 D 90' HOOK iv <br />TO FIT ARCH CONNECT W/ <br />START OF ARC <br />IF TRUSSES USED) W/ (2) #6 X 4'/2' WOOD <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 />o o - V <br />° ° ° - °- <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 />- <br />INSTALL WDW, SCREW <br />THRU OSB INTO 2 x 8 <br />O.C. <br />V D �- s• . p• <br />e 7. � V .- i• 0 0 e- 6• � 0 ^ Nk <br />ANCHOR INTO ARCH BLKG, <br />PER INSTALLATION DETAILS ARCH DETAIL K <br />SECTION @ ENTRY rL <br />SECTION @ ROOF EXTENSION M <br />STEMWALL FOOTING SIZE AND <br />REINF. PERLAN AND STEMWALL <br />B-gMONO <br />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 />ANCHOR <br />x 1 <br />SIMPSON2" <br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 2") <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. <br />1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />1/2" NAILS TO STUDS & (1) - <br />NAILHTT4 U S & (1) <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />PER ANCHOR <br />9 ga. PANEL ) <br />(1) #5 BARS CONT. <br />OCCURS <br />5/8" DIA. ALL THREAD ROD <br />> #5x6' EMBEDDED INTO EXISTING BOND BEAM <br />z <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />TOP WITH MIN. 3" <br />EPDXIED w/ SIMPSON "SET" <br />0 <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 />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 />o v NON SHRINK GROUT. <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />n n n <br />LU ii A <br />REINFORCING AS FOLLOWS: <br />O>? <br />¢ U) 1 <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />• o e • <br />p <br />u <br />a. I- <br />* PRESS PANEL REINFORCING INTO PLACE. <br />#5x6' EMBEDDED INTO <br />z <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL% <br />6" MIN. LAP SPLICE W/ <br />REINFORCING PANEL <br />e ° <br />g EXISTING FOOTING (2) #5x6' IN CONC. <br />¢ ° <br />SMOOTH. DO NO FURROW. <br />, ° <br />04 FILLED CELL <br />° <br />DRILL 3/4"4"MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH, <br />6 MIN. LAP <br />�. <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />° <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />M <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 />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 />( ) <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 A. 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 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 />0 � <br />LO <br />zg <br />z z <br />n <br />z <br />L/11 0 <br />W <br />� p <br />•o w <br />Vi <br />V) <br />E <br />� <br />,V U <br />W <br />M <br />01 <br />CDC,) <br />ECn <br />p <br />O <br />2'= <br />4 - N <br />i� <br />co <br />Q d <br />ll <br />o. <br />"js <br />.N- N <br />00 <br />U) Z LU 'i g z Ci z° <br />�. <br />W QLLg a w <br />W <br />aNrn <br />3 <br />O 0 <br />W Q,f8tf fff o <br />di <br />ww.NG. r <br />RCIFESS\( <br />\ <br />11���\���� <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 />6 <br />w <br />za <br />YZ�G� <br />WdpOC R' <br />U A U VU <br />z 5, <br />�e)3�jW <br />00 <br />^16-, <br />W <br />z O <br />QU <br />(U <br />N <br />O <br />ULU <br />= <br />V <br />W <br />Z <br />d- <br />Z <br />,- j <br />J <br />In <br />rl <br />LL <br />m <br />,-i <br />Z <br />� <br />LU <br />J�z <br />= 8 <br />I <br />SCALE : AS NOTED <br />DATE : 10/4/2018 <br />TECH: JMUROSKI <br />VERSION NO. 4mO <br />SHEET NO. <br />�� <br />