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3 <br />-o <br />v <br />v <br />CV <br />u7 <br />S <br />00 <br />a <br />r- <br />rn <br />cV <br />W <br />'s <br />0 <br />0 <br />J <br />to <br />I <br />C7 <br />3 <br />Q <br />00 <br />N <br />d <br />a <br />r° <br />a0 <br />E <br />O <br />x <br />0 <br />O <br />c <br />a�i <br />LZ <br />0 <br />v <br />0 <br />v <br />N <br />U <br />N <br />0 <br />00 <br />w <br />�a <br />1X4 1/2" DRYWALL <br />( 1/2" DRYWALL DOOR JAMB REFER <br />DOOR JAMB REFER 1 X 4� ( <br />1 X 4 1/2" DRYWALL <br />�� , UNACCEPTABLE INSTALLTION <br />� <br />DOOR JAMB REFER <br />( <br />TO SHT. SDW2-K1 P.T. <br />TO SHT. SDW2-K1 TO SHT. SDW2-K1 <br />MAX.8 <br />` <br />PROPER INSTALLATION DO NOT DO THIS <br />' <br />2"x BOT. PLATE W! (2) 10d @ 6" O.C. <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS FOR CONN. DETAILS <br />1 X 4 <br />#5 REBAR (TYP,) <br />` ' <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W! 8d 4" <br />1 X 4 <br />3-1/4" LONG X 3/16"0 FURRING <br />3116" 0 X 3" LONG FURRING 3/16 Q X 3-112 LONG <br />TAPCONS <br />FURRING <br />#5 REBAR ` <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />@ <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />TAPCONS STAGGERED <br />STAGGERED @ 16" <br />2X8 <br />(TYP,) <br />` <br />'' <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 />2x BAND JOIST W/ FACE NAIL 10d <br />PER MANUFACTURE <br />MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH �� <br />3 DETAIL <br />STD. <br />STD. 90' ` �� <br />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 <br />BOTH CELLS <br />HOOK (TYP.) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />3/16" x 3 -1/2" <br />TAPCON @ 16" <br />�/ <br />METAL SEAT PLATE <br />1X4 P.T. <br />px <br />NOTE: <br />JO.C. & 4" FROM <br />3/16" x 3 -1/2" DOOR JAMB (REFER <br />1 X 4 1/2" DRYWALLEJE/1 <br />LAP SHEATHING TO <br />DOOR JAMB (REFER EACH END W/ MIN <br />DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR <br />( <br />D <br />BOTTOM OF BAND <br />TO SHT. SDW2-K1 2" EDGE DIST. <br />TO SHT. SDW2-K1 CONN. DETAILS <br />' � <br />JOIST TYPICAL <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />10d @ 12" O.C. <br />1 X 4 <br />J <br />FURRING <br />_ <br />2X8 P.T. WITH 3/16" 0 X 3" <br />+2 <br />' - <br />OTC @FIRST COURSE <br />SIMPSON HGAMIOKTA @ 12" O.C. <br />w! (4) 1/4x1 1/2" SIDS SCREWS <br />LONG TAPCONS <br />2x P.T. AS REQ'D <br />2X8 P.T. STAGGERED @ 16" O.C. <br />2X8 <br />` <br />INTO BAND JOIST & (4) 1/4 3/4" <br />TITEN INTO K.O. BLOCK <br />2x DETAIL <br />2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL <br />15n <br />NOTCH WEB AT THE ' <br />FIRST 2 COURSES <br />` <br />41## <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />LLED CELL PER <br />PLAN <br />_E <br />FOUNDATION <br />FILLED CELL INSTALLATION <br />H <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. <br />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 <br />SECTION <br />UPLIFT CAPACITY = # FOR 1 STRAP <br />W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. <br />A -A <br />10 <br />= 1610 #FOR 2 STRAPS <br />FILL 1st 4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />SOLID W/GROUT <br />,2'-0" <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />8" <br />1 PLY PRE-ENGINEERED TRUSS <br />BLOCK HEADER ARCH BLKG. & BUCK <br />1/4" x 31/4" TAPCONS <br />d <br />SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS <br />1/2" DRYWALL �_ * <br />SCREWS & (5)1/4" x 2 1/4" 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 45n 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 1/2" <br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN 0•S.B. FOR <br />POLY -CELL IN THIS AREA <br />2 x 8 45 DIAGONAL BRACE AT EA. <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. °' ,• <br />•A <br />SCRIBE (NOTCH) <br />BACKSIDE TO FIT ARCH 2 x 8 <br />FACE OF ARCH W/ (3) 1Od NAILS <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />• ,."• . <br />OVERRAN <br />CONNECT W/ 8d NAILS BRACENBLKGINTO <br />N.T.S. <br />2 x 4 SOLID BLKG. FULL WIDTH OF WALL BTWN. OSB <br />INSTALL WDW. SCREW ANCHO ( ) <br />ARCH FACES W 4 1 <br />INTO ARCH BLKG. PER () Od NAILS THRU INTO <br />PROVIDE TAPCON WITHIN <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />4" MIN. OF BRACE <br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />2 K 4 #2 SYP SCAB TO SIDE OF <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 <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 REO'D. <br />START OF ARC <br />SCREWS @ 16" O.C. MAX, OR IF MASONRY WALL / <br />(2)1 Od NAILS @ 8" O.C. <br />ARCH DETAIL <br />J 4 MAX. RAD. <br />USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/ <br />x O <br />TO TRUSS TOP CHORD <br />V�RygN <br />MIN, 4" EMBEDMENT AT 16" O.C. <br />LF <br />NGT <br />1-O 5 -Orr <br />SCALE: N.T.S. <br />SS <br />12 <br />+ + PLYWOOD SHEATHING <br />y <br />JACK TRUSS PROVIDED BY <br />+ + <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24 O.C. <br />+ + <br />+ <br />INISH FLO <br />2 <br />x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ + BLOCKING AS <br />° . .. <br />WITH <br />1/4" x 3 1/4" TAPCON (1 1/4" MIN. <br />B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />�1/4" MAX EMBEDMENT INTO K.) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />TRUSS <br />° ° D: #5 BAR <br />•i <br />BLOCK HEADER <br />it <br />SOLID BLKG. AT TOP BTWN. ARCH <br />2'-0" 8" <br />(5) 12d NAILS SIMPSON <br />+ + SOFFIT <br />+ <br />D <br />°D. ° 9' f0" p b ° ° CENTERED W/ - <br />1 X 4 FURRING <br />BLKG. &BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />2X4 SYP . ®e <br />. D ° °D IN TOP b <br />KNOCKOUT / EN <br />8d NAILS <br />EACH TRUSS <br />D .' <br />I , •' ° CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />PROVIDE 2 x 8 DIAG. BRACE B <br />2 x 8 VERT. W/ (2) 1Od <br />NAILS AT EA. END <br />PROVIDE (2) MIN, <br />PROVIDE 2x <br />° <br />CONNECTOR �® <br />MONO FOOTING — •a D °• <br />CONT. W/ (3) <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 />I • <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />CLEAN FILL ° • ° <br />2 x 8 VERT. BRACE(S) <br />INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SO IT <br />.D <br />DIRT Z <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />° STANDARD o <br />° <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />; 90r HOOK N <br />#5 BAR IN <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4'Y2" WOOD <br />FOR OVER HANG <br />FILLED CELL <br />8d NAILS <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />START OF ARC <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'-0") <br />_ • . . • .� . _ o ., <br />INSTALL WDW, SCREW <br />BTWN. OSB ARCH FACES W/ (4)1 Od NAILS EQUAL EQUAL <br />4' MAX. RAD. <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />° <br />.= e• �.- s• • �.- s• �.• s• •.- s•Sk <br />ANCHOR INTO ARCH BLKG. <br />THRU OSB INTO 2 x 8 <br />O.C. <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS <br />B-B <br />ARCH DETAIL K <br />SECTION @ ENTRY rL_�� <br />SECTION @ ROOF EXTENSION M <br />REINF. PERLAN AND STEMWALL <br />SCALE: N.T.S. SS <br />SCALE: 3/4" = V-0" SS <br />SCALE: 3/4" = V-0" SS <br />MONO TO STEMWALL FOOTING SECTION DETAILS <br />SCALE: 3/4" = V-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 />ANCHOR <br />x 1 <br />SIMPSON2" <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. <br />1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />(1) #5 BARS CONT. <br />1/2" NAILS TO STUDS & (1) - <br />NAILHTT4 U S & (1) <br />5/8" DIA. ALL THREAD ROD <br />>_ <br />cc <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 />TOP WITH MIN. 3" OCCURS <br />EPDXIED w/ SIMPSON "SET" <br />z <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />COVER 6'_O'� <br />EPDXY MIN. 6" EMBEDMENT & <br />O <br />< <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 />g <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) EXPANSION STRIP <br />�- 'I� <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />O v <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />o ; D <br />w n <br />A <br />REINFORCING AS FOLLOWS: <br />�- 1=1 I ELL <br />a <br />1 <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />D e III <br />g — <br />I - <br />#5x6 EMBEDDED INTO <br />PRESS PANEL REINFORCING INTO PLACE. <br />_ <br />—F <br />EXISTING FOOTING <br />6" MIN. LAP SPLICE W/ <br />2#5x6' IN CONC. <br />COVER PANEL REINFORCING WITH <br />V A R FO CING W UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />— — <br />��r <br />cn N <br />FILLED CELL <br />SMOOTH. DO NO FURROW, <br />n D ° .: <br />\ \ <br />DRILL 3/4 x5 MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE D <br />Tr- <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6"MIN. LAP <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 />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <br />r g D <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 />\ D (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. or 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 />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 />CDFul <br />Z M <br />— O <br />zto <br />z <br />Q <br />n <br />U, z <br />V1 CD <br />� w <br />(DIM <br />p <br />0(D-" <br />= <br />o <br />Cn <br />U <br />2� <br />m <br />ll1 � <br />♦— <br />QlM M <br />(C6 00 Cl) <br />= <br />O O N <br />L LL00 <br />O <br />Q <br />O Y CD <br />N 0. CD <br />0) <br />t[) � v <br />� Q O <br />A I <br />B D® <br />N.0 B.D.0 <br />N� o <br />N 10 <br />U) o � oo <br />m °p <br />U) Z W co ��z <br />o O. <br />W V. > rn <br />¢ nrn <br />Z O <br />CA <br />H c. ¢ <br />LL <br />Z <br />w a N¢M,,��++ A <br />wzj� lPff o <br />eft, <br />s. <br />/NV 0 � <br />•;f J �aS ��•� s <br />- 0 �`� Q <br />Q°• <br />c s?- <br />F L 0 . <br />G <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 Flo ida 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 />Engineer's signature and seal. <br />L E NIA R <br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />Z <br />o <br />w <br />a� <br />�r <br />w¢�� <br />UEOO <br />Z�zQ <br />�oZZ <br />J <br />Waco <br />c,rw�N <br />m � <br />s— <br />Z o <br />> <br />f Z <br />Z <br />Q3 <br />0 <br />'p <br />�..� <br />W <br />Y, <br />_1 <br />000 <br />0 <br />Q <br />fob <br />Lu <br />W <br />Q <br />- / <br />N <br />o <br />0 J <br />WWa� <br />^ <br />QaLU <br />g �0- <br />Z <br />Z <br />V-j <br />LL LL <br />a° <br />Jr-1 <br />LLJ <br />v <br />Sao¢ <br />Z <br />�a <br />Z <br />t <br />C° <br />�O <br />Cb <br />ZJ <br />g <br />= <br />0�+ <br />VI <br />a <br />OV__4 <br />a <br />j <br />SCALE ; AS NOTED <br />DATE : 7/31 /2018 <br />TECH: MJAMES <br />VERSION NO' 5ol <br />SHEET NO. <br />SS <br />I <br />1 ( :.I I. 11 I. 1r,U A_.a LI1, u l", 11 1. i..11 1 1 1 1I t_. 1 i. i I'. &:f; 1!. <br />r i <br />