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9 <br />-o <br />v <br />v <br />N <br />O <br />7t <br />co <br />Cq <br />t <br />00 <br />m <br />rn <br />'s <br />c0 <br />N <br />0 <br />to <br />N <br />I <br />00 <br />z <br />-v <br />Q <br />3 <br />a <br />0 <br />N <br />0 <br />n <br />E <br />E <br />0 <br />a <br />0 <br />J <br />N <br />LZ <br />U <br />0 <br />U <br />y <br />U <br />0 <br />a <br />a <br />00 <br />0 <br />N <br />M <br />Y <br />0 <br />f DOOR JAMB (REFER 1X4 1/2" DRYWALL <br />DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOORJAMB (REFER <br />1 X 4 1/2" DRYWALL <br />MAX 8 UNACCEPTABLE INSTALLTION <br />TO SHT. SDW2-K1 P.T. <br />TO SHT. SDW2-K1 <br />TO SHT. SDW2-K1 FOR CONN. DETAILS <br />PROPER INSTALLATION <br />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 <br />♦ <br />(TYP) <br />TYP, <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />1 X 4 <br />3-1/4" LONG X 3/16" 0 FURRINGTAPCONS <br />3/16" 0 X 3" LONG <br />FURRING 3/16"Q1 X 3-1/2" LONG <br />FURRING <br />#5 REBAR <br />(TYP,) ♦ <br />' <br />AND NAILED W/8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />2X BOTTOM PATE W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />STAGGERED @ 16" TAPCONS STAGGERED <br />2X8 <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 />PER MANUFACTURE <br />MASONRY THROUGH 1-1 /2„ DETAIL MASONRY THROUGH <br />3 <br />t9 <br />DETAIL <br />STD. 90^ ♦ <br />o <br />TD. 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 />3/16" x 3 -1/2" <br />METAL SEAT PLATE <br />TAPCON @ 16" <br />O.C. & 4" FROM <br />1 X4 P.T. <br />3/16" x 3 -1/2" DOOR JAMB (REFER <br />1/2" DRYWALL <br />1 X 4J <br />NOTE: <br />AP SHEATHING TO <br />DOOR JAMB (REFER EACH END WI MIN <br />DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR <br />BOTTOM OF BAND <br />TO SHT. SDW2-K1 2" EDGE DIST. <br />TO SHT. SDW2-K1 CONN. DETAILS <br />JOIST TYPICAL <br />FOR CONN. DETAILNo <br />S <br />FOR CONN. DETAILS <br />10d @ 12" O.C. <br />1 X 4 <br />FURRIN <br />_ _j <br />2X8 P.T. WITH 3/16" Q X 3" <br />+2 <br />' - <br />NOTC @ FIRST COURSE <br />SIMPSON HGAMIOKTA @ 12" O.C. <br />w/ (4) 1l4x1 1/2" SDS SCREWS <br />LONG TAPCONS <br />2X8 P.T. <br />2X8 <br />2x P.T. AS REQ'D <br />STAGGERED @ 16" O.C. <br />I <br />♦ <br />INTO BAND JOIST & (4)1/4"x2 3/4" <br />2x DETAIL <br />2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /411 DETAIL <br />+5^ <br />NOTCH WEB AT THE ' <br />FIRST 2 COURSES <br />` <br />TITEN INTO K.O. BLOCK <br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC <br />FILLED CELL PER <br />FOUNDATION PLAN <br />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. <br />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 4COURSES <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 />a <br />SIMPSON HM9KT w/ (4)1/4"xl 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 />BRACE(S) 2 x 8 BRACE/ BLKG. <br />INSIDE TO ALLOW FOR INSULATION <br />a . <br />7/16" OSB <br />TO BE INSTALLED <br />BOND BEAM OR CAST IN PLACE BEAM <br />FOR OVERHANGS BETWEEN OVER 1 i/2" <br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR <br />CONTACT ENGINEER OF RECORD FOR <br />-p. <br />SCRIBE (NOTCH) POLY CELL IN THIS AREA <br />2 x 8 45 DIAGONAL BRACE AT EA. <br />FURTHER INSTRUCTIONS. <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 <br />FACE OF ARCH W/ (3)10d NAILS <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />OVERRAN <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <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 />INSTALLATION DETAILS A <br />4 MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />-A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <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 />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />START OF ARC <br />IF TRUSSES USED) W/ (3) #6 X 4%" WOOD <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. <br />4' MAX. RAID. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />XO(, (2)10d NAILS @ 8" O.C. <br />ERyq <br />ARCH DETAIL <br />WALL USE (3)1/4" X 31/2" TAPCONS AT 16" <br />TO TRUSS TOP CHORD <br />N <br />SCALE: N.T.S. <br />SS <br />O.C. 12 <br />+ �F <br />+ + &G7)y PLYWOOD SHEATHING <br />1 r_prr 51_011 <br />JACK TRUSS PROVIDED BY SEE <br />+ + <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />+ + <br />+ + <br />OlLf INISH FLO <br />2 <br />x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ + BLOCKING AS <br />e „ <br />WITH <br />1/4" x 3 1/4" TAPCON (1 1/4" MIN. <br />B_B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />0. <br />1/4" MAX EMBEDMENT INTO K.) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />e �: <br />° <br />2'-0" 8" <br />TRUSS + SOFFIT <br />+ <br />. , . ,: d o #5 BAR <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />5 12d NAILS SIMPSON <br />( ) <br />+ <br />p• 10" s d ° 4 CENTERED W/ <br />1 X 4 FURRING <br />BLKG. &BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />2X4 SYP ► ®° <br />> • . ° '� .� 9 IN TOP 4 <br />8d NAILS <br />EACH TRUSS <br />_ KNOCKOUT/ N <br />e ° 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)10d <br />NAILS AT EA. END <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ (3) <br />CONNECTOR °� <br />— D. <br />MONO FOOTING, ... .•, eVERT. <br />10i <br />BRACES WHEN HGT, OF <br />BRACE EXCEEDS 24" <br />TAPCON AT EA. SIDE <br />BUCK - (1) WITHIN 4" <br />12d NAILS <br />SEE LINTEL <br />SIZE AND REINF. PER PLAN <br />AND SECTION DETAILSLEAVE <br />TRUSS PROVIDED BY <br />SCHED. <br />A CUT OUT IN O.S.B. ON T <br />MIN. OF START OFJACK <br />TRUSS COMPANY OR 2x4 <br />e <br />.> <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 />CLEAN FILL A. <br />DIRT ? z <br />TO BE INSTALLED <br />000, <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />° STANDARD o <br />a'. , <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />90 HOOK N <br />#5 BAR IN " <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4Y2' 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 />- • °- °- - - <br />• , ° ° ° ° ° <br />INSTALL WDW, SCREW <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL <br />4 MAX. RAD. <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />J <br />- - <br />`' ° ° ° ° ° ° <br />THRU OSB INTO 2 x 8 <br />O.C. <br />°' •' °' •' °' •' °' •' °' <br />ANCHOR INTO ARCH BLKG. <br />PER INSTALLATION DETAILS <br />B-B <br />ARCH DETAIL rK <br />SECTION @ ENTRY L <br />SECTION @ ROOF EXTENSIONrM <br />STEMWALL FOOTING SIZE AND <br />REINF. PERLAN AND STEMWALL <br />MONO TO STEMWALL FOOTING <br />SCALE: N.T.S. SS <br />SCALE: 3/4" = 1'-0" SS <br />SCALE: 3/4" =1'-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 />DOWEL <br />DRILL 3/4"x5" MIN. HOLE SET BAR INHOOKED <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 />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 <br />NAILHTT4 U S & (1d <br />STUDS & (1) - <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />PER ANCHOR <br />9 ga. PANEL j <br />1 #5 BARS CONT. <br />() OCCURS <br />5/8" DIA. ALL THREAD ROD <br />L <br />"SET" <br />� <br />Z <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 />O <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />COVER 6�_p" F F <br />EPDXY MIN. 6" EMBEDMENT & <br />2 <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) <br />3" MIN. EDGE DISTANCE <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />EXPANSION STRIP <br />o v <br />NON SHRINK GROUT. <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />o' ��—r <br />p p' <br />w a <br />A <br />REINFORCING AS FOLLOWS: <br />* <br />- SEALANT <br />� �—�—I —I — �• <br />: - c � <br />-�—�(— <br />Q cl) <br />�'- <br />j <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />c <br />IIIIII�� <br />J <br />* PRESS PANEL REINFORCING INTO PLACE. <br />_ <br />— <br />P <br />� <br />U Z <br />_ <br />#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 />P — <br />— <br />_ <br />¢ _ <br />� to <br />EXISTING FOOTING 2 #5x6 IN CONC. <br />) ( <br />FILLED <br />SMOOTH. DO NO FURROW. <br />° .: — — <br />, III I <br />ct <br />CELL <br />—T �Tfill <br />DRILL 3/4"x5"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 />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />c.t p <br />X. <br />REMAIN FREE OF MORTAR. <br />NOTE: <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 g S C . <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 />OF GLASS BLOCKS AN•( WIPE <br />SURPLUS MORTAR FROFORE <br />GLASS BLOCK DETAIL <br />\ (2) #5 REBAR. MIN. 3" <br />TOOL JOINTS SMOOTH AND CONCAVE, BEEMOVE <br />MORTAR TAKES FINAL ETFACES <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 />j 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 />„_ <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 />i <br />UV <br />zo <br />z� <br />z <br />Q <br />0 <br />L/) (D <br />(1) w <br />� o <br />p w <br />01, <br />m N <br />LU <br />E <br />cm [O cM7 <br />e U <br />_ <br />(6 'C' <br />O O N <br />U <br />L LL 00 <br />-00 <br />@ <br />< 0) <br />NO fz- <br />to <br />Q O <br />B D. <br />N C B D C <br />4y <br />N �D <br />,N+ <br />to YI <br />Z W M C-5 C5 z° <br />U J a <br />_� <br />LULU <br />- <br />�13 <br />Z c4a z 0 <br />N <br />Z a�22N <br />Q <br />W NQ�-- A <br />es <br />co <br />ro <br />b� <br />z <br />'•y <br />f �^ <br />0, <br />'• Et. •. <br />F,=OFES5IQ <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 />Engineer's signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />oz <br />0 <br />�o <br />W <br />>f>-F <br />W CZCL <br />UZoo <br />z < <br />�=zz <br />J g og� <br />0 LL N <br />10 <br />zap <br />L <br />ce <br />g <br />43 <br />Q <br />O <br />._ <br />J W <br />�W <br />J <br />oo <br />uj 0 <br />-. <br />W <br />U a <br />N <br />Q <br />zaOJ¢ <br />CY- <br />Z <br />� <br />Yo�o <br />W <br />W <br />L0 <br />?--Iw <br />W <br />¢ <br />W� <br />U)�Zo <br />�<< <br />�cez <br />00 <br />tV <br />¢ <br />Z <br />a <br />Z o <br />00 <br />Z <br />Lu <br />= <br />0 <br />a <br />O <br />0o <br />g <br />rn <br />T_q <br />a <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 3/7/2018 <br />TECH: JMUROSKI <br />VERSION N0, 4n0 <br />SHEET NO. <br />SS <br />