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Cr <br />v <br />N <br />s <br />00 <br />8 <br />I <br />i <br />8 <br />0 <br />co <br />00 <br />Q) <br />x <br />Q <br />3 <br />N <br />n <br />to <br />0 <br />x <br />0 <br />c <br />c <br />J <br />N <br />cL <br />0 <br />v <br />c <br />U <br />i <br />a <br />00 <br />N <br />M <br />w <br />1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL <br />1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 � <br />UNACCEPTABLE INSTALLTION <br />, <br />DOOR JAMB (REFER <br />P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 <br />TO SHT. SDW2-K1 FOR CONN. DETAILS <br />PROPER INSTALLATION MAX. 8 DO NOT DO THIS <br />2"x BOT. PLATE W/ (2) 10d @ 6" O.C. <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS 1 X 4 1 X 4 <br />♦ #5 REBAR (TYP,) ' <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X <br />1 X 4 X 3 <br />3-1/4" LONG X 3/16"0 FURRING 3/16"� X 3" LONG FURRING 3/16"0 X 3-1/2" LONG FURRING <br />#5 REBAR ♦ ' <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />BOTTOM PLATE W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />TAPCONS <br />TAPCON. INTO TAPCONS STAGGERED 2X8 <br />STAGGERED @ 16" <br />(TYP,) <br />♦ ' <br />1X8 P.T. STAGGERED @ 16" O.C. 1X8 <br />BLOCK@ SPACING �� O.C. 2-ROWS INTO <br />1 DETAIL 2-ROWS INTO <br />2x BAND JOIST W/ FACE NAIL 10d <br />PER MANUFACTURE MASONRY THROUGH �� MASONRY THROUGH �► <br />1-1 /2 DETAIL 3 DETAIL <br />o <br />� D. 90 HOOK (TYP.) <br />♦ <br />& BTTM CHORD, NVDE(RT. <br />FACE <br />1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. <br />FILL SOLID HOOK (TYP.) <br />BOTH CELLS <br />NAILS 10d @ RUSSTOP <br />WEB <br />3/16" x 3 -1/2" <br />TAPCON @ 16" <br />METAL SEAT PLATE <br />„ 1X4 P.T. „ „ <br />NOTE: <br />O.C. & 4 FROM 3/16 x 3 -1/2 DOOR JAMB (REFER 1/2 DRYWALL <br />1 X 4 <br />LAP SHEATHING TO <br />EACH END W/ MIN DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR <br />DOOR JAMB (REFER ( <br />BOTTOM OF BAND <br />TO SHT. SDW2-K1 2"EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL <br />JOIST TYPICAL <br />FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 <br />10d @ 12 O.C. <br />J FURRINGSIMPSON <br />— <br />2X8 P.T. WITH 3/16"0 X 3" <br />' +2„ NOTC @FIRST COURSE <br />HGAMIOKTA 12" O.C. <br />@ <br />2X8 P.T. LONG TAPCONS 2X8 <br />2x P.T. AS REQ'D STAGGERED @ 16" O.C. <br />I ♦ <br />INTO BAND JOIST & (4)1REWS <br />/4"x2 3/4" <br />TITEN INTO K.O. BLOCK <br />2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL <br />NOTCH WEB AT THE ' <br />+5A FIRST 2 COURSES <br />♦ <br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC <br />FILLED CELL PER <br />FOUNDATION PLAN <br />FILLED CELL INSTALLATION H <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. 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 SECTION <br />A -A <br />UPLIFT CAPACITY _ <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 />2'-0" 8" <br />SOLID w/GRouT <br />, <br />1 PLY PRE-ENGINEERED TRUSS <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS <br />BLOCK HEADER ARCH BLKG. & BUCK <br />SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS <br />° <br />1/2" DRYWALL — <br />* <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 LEAVE A CUT OUT IN O.S.B. ON THE <br />BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION <br />•. <br />°. <br />7/16" OSB 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 O.S.B. FOR <br />POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. <br />CONTACT ENGINEER I RECORD FOR <br />FURTHER INSTRUCTIONS. ° <br />SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS <br />OVERHANG <br />BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 AT EA. END <br />RETROFIT TRUSS DETAIL <br />.. <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />x4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHO\_2 <br />ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN <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 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 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'/i' WOOD <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. <br />4' MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />XOV (2)10d NAILS @ 8" O.C. <br />ERygN <br />ARCH DETAIL <br />WALL USE (3)1/4" X 31/2" TAPCONS AT 16" <br />TO TRUSS TOP CHORD <br />SCALE: N.T.S. SS <br />O'C' 12 <br />+ + ��NQ7'y PLYWOOD SHEATHING <br />11_ O11 51- O '� <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 <br />x 8 BUCK - CONNECT TO BLOCK SECTION <br />BLOCKING AS <br />+ <br />• ° <br />WITH <br />1/4" x 31/4" TAPCON (1 1/4" MIN. B_B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />>• ° ' > Q <br />„ EMBEDMENT INTO K.) <br />MAX <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />TRUSS <br />e e >.. #5 BAR <br />• <br />BLOCK HEADER <br />�1/4 2'-0" 8" <br />t SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />+ SOFFIT <br />+ <br />:� . e „ p p ° <br />p 10 ° b e CENTERED W/ <br />H <br />BLKG. & BUCK <br />\ <br />2X6 TO 2X4 H2.5A w/ 10 ) <br />• s <br />IN TOP o <br />p'' e ' ' , - <br />1 X 4 FURRINGCN <br />8d NAILS( <br />EACH TRUSS <br />7;v 1, 7 d. <br />p :� KNOCKOUT / <br />° CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />PROVIDE 2 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 />_ :. <br />MONO FOOTING <br />x <br />SIZE AND REINF. PER PLAN <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />12d NAILS <br />SEE LINTEL7 <br />AND SECTION DETAILS - <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4" <br />JACK TRUSS PROVIDED BY <br />SCHED. <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />e <br />2 x 8 VERT. BRACES <br />() <br />INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SO IT <br />CLEAN FILL .> e • ° <br />DIRT ? z <br />TO BE INSTALLED <br />0001 <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />e• . ° STANDARD q <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />#5 BAR IN ' 99 HOOK N <br />I <br />TO FIT ARCH CONNECT W/ <br />START OF ARC <br />IF TRUSSES USED) W/ (2) #6 X 4Yz' WOOD <br />FOR OVER HANG <br />FILLED CELL - -o <br />��� <br />8d NAILS <br />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 />, IV, , , %�L, V, . L <br />_- <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />INSTALL WDW, SCREW <br />THRU OSB INTO 2 x 8 <br />O.C. <br />;: ,.. �,. ,. • •,. ,. r,. , •,. ,. <br />ANCHOR INTO ARCH BLKG. <br />PER INSTALLATION DETAILS <br />ARCH DETAIL K <br />SECTION @ ENTRY L <br />SECTION @ ROOF EXTENSIONrm_�� <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" = 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 />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 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 />HTT4 x 1 <br />S2" <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. 1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />NAIL <br />1/2" NAILS TO STUDS & (1) - <br />U S & (1) <br />PER ANCHOR <br />E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL ) <br />(1) #5 BARS CONT. <br />OCCURS <br />TOP WITH MIN. 3" <br />5/8" DIA. ALL THREAD ROD <br />EPDXIED w/ SIMPSON "SET" <br />} <br />cc <br />z <br />#5x6' EMBEDDED INTO EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING <br />( REINFORCING <br />COVER 61-01, <br />EPDXY MIN. 6" EMBEDMENT & <br />0 <br />�2 <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER <br />F•F <br />3' MIN. EDGE DISTANCE <br />M <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE EXPANSION STRIP <br />) <br />\ ` <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />0 v <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />n ; p <br />w a <br />A <br />REINFORCING AS FOLLOWS: <br />Q C <br />1 <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT <br />* PRESS PANEL REINFORCING INTO PLACE. <br />_ <br />#5x6' EMBEDDED INTO <br />6" MIN. LAP SPLICE W/ <br />e' p <br />EXISTING FOOTING (2) #5x6' IN CONC. <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL <br />N <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />° <br />° °: <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. 6" MIN. LAP <br />El <br />1. <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE <br />\ <br />\ <br />, <br />REMAIN FREE OF MORTAR. NOTE: <br />" z <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. <br />r o <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT <br />° <br />° <br />� � <br />4" SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL <br />\ p (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.01 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 />_ <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 co <br />—o <br />z�z <br />a <br />t/) CD <br />4--J w <br />� o <br />�0 <br />w <br />co <br />mN <br />W <br />p <br />N cl) <br />N M -0 C 2 <br />t M co <br />a, <br />o <br />co <br />in o- o <br />¢ rn <br />Ln $:s <br />Oi Q O <br />BID. <br />� N <br />LU N <br />LU <br />U) <br />11M.4 �,LLS� w <br />LU �' �' v °; w <br />a <br />ai iiLU <br />in Z z <br />O o <br />Z UEm_ <br />LLH e Z5 <br />Q 5 N Q <br />W N Q M <br />O t°'i O <br />WWW.FRS& 2 iir P ❑ <br />E�t� !� <br />^- O @ <br />W <br />z <br />ram''/ aA• I" L' t' <br />\\` <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential Bth Edition. Engineers 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 />8Z <br />�QLu <br />z a <br />�a <br />Lu <br />Uz00 <br />z Lu <br />Z� <br />0f W <br />co <br />� N <br />t <br />Z <br />L <br />O <br />U <br />C <br />43 <br />N <br />�. <br />W <br />00 <br />0 <br />F_ <br />wok <br />c <br />I♦ <br />W <br />o0z o� <br />It <br />W <br />a <br />8 <br />Z <br />w�EE <br />J <br />awLL• <br />UJI <br />Q <br />� <br />Z <br />S���Z� <br />Yo <br />�aZ <br />N <br />ZUj <br />ZS <br />O <br />06 <br />g <br />= <br />`x <br />n <br />.—i <br />d <br />(n <br />o <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAM ES <br />VERSION NO. 4nO <br />SHEET NO. <br />SS <br />