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DOOR JAMB (REFER 1X4 /2" DRYWALL <br />F <br />DOOR JAMB (REFER 1X4 1/2" DRYWALL <br />F <br />DOOR JAMB (REFER <br />TO SHT. SDW2-K1 <br />IA <br />1 X 4 <br />1/2" DRYWALL <br />F <br />TO SHT. SDW2-K1 <br />PT, <br />P.T. <br />TO SHT. SDW2-K1 <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />X 4 <br />'ED <br />r2X8 <br />X 4 <br />3-1/4" LONG X 3/16"0 <br />X4 <br />FURRING <br />3/16"0 X 3" LONG FURRING <br />TAPCONS <br />3/16"0 X 3-1/2" LONG <br />FURRING <br />TAPCON. INTO <br />STAGGERED @ 16" <br />TAPCONSSTAGGERED <br />2X8 <br />BLOCK@ SPACING <br />1" <br />DETAIL <br />1X8 P.T. <br />O.C. 2-ROWS INTO <br />STAGGERED @ 16" O.C. <br />2-ROWS INTO <br />1X8 <br />PER MANUFACTURE <br />MASONRYTHROUGH <br />1-1/211 DETAIL <br />MASONRYTHROUGH <br />31" DETAIL <br />1x4 P.T. & 1x8 P.T. <br />1x8 P.T. & 2x8 P.T. <br />I x - <br />3/16" x 3 1/2" <br />0 <br />A <br />T TAPCON_@ 16" <br />P N <br />Co F R <br />4 C <br />O.C. & 4" FROM <br />0 C <br />1X4 P.T.— 3/16" x 3 -1/2" <br />DOOR JAMB (REFER <br />1/2" DRYWALL <br />DOOR JAMB (REFER <br />H N D <br />EACH END W/ MIN <br />EA C E <br />DOOR JAMB (REFER TAPCON <br />TO SHT. SDW2-K1 FOR <br />[-1X4 <br />F <br />TO SHT. SDW2-K1 <br />2 EDGE D IS1 <br />2" EDGE DIST. <br />TO SHT. SDW2-K1 <br />CONN. DETAIL S <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />2 <br />10d @ 12" O.C. <br />7/0.C. <br />1X4 <br />FURRING <br />'I y <br />2X8 P.T, WITH 3/16"0 X 3 <br />P T Aq ll�r:r <br />2x P.T. AS REQ'D <br />PT <br />)yp <br />2X8 P.T. <br />LONG TAPCONS <br />STAGGERED @ 16" O.C. <br />L2X8 <br />2x DETAIL <br />2 1/4" DETAIL <br />2-ROWS INTO MASONRY <br />3-1/411 <br />DETAIL <br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS cc <br />SCALE: N.T.S. <br />SS <br />1/4" MAX <br />SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK <br />— — — — — — — — — — — — — — — — — — — — — — <br />I <br />— — — — — — — — — — — — — — — — — — — — — — <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. <br />EMBEDMENT INTO BLK.) <br />1 X 4 FURRING <br />BLOCK HEADER <br />1/2" DRYWALL <br />8d NAILS AT 8" O.C. AT BUCK <br />2 x 8 45' DIAGONAL (4) 10d NAILS INTO <br />BRACE(S) 2 x 8 BRACE/ BLKG. <br />7/16" OSB <br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR <br />SCRIBE (NOTCH) POLY -CELL IN THIS AREA <br />BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />X4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INSTALL WDW. SCREW ANCHO <br />INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 <br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH <br />ARCH DETAIL <br />SCALE: N.T.S. <br />� �S <br />17A <br />R­f <br />2 x 8 BUCK - CONNECT TO BLOCK <br />Z-O" <br />WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. <br />EMBEDMENT INTO <br />/4" MAX Z-O" <br />BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH <br />1 X 4 FURRING <br />BLKG. & BUCK <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. W/ (2) 10d <br />NAILS AT EA. END <br />PROVIDE 2 x 8 DIAG. BRACE BTW4,, <br />VERT. BRACES WHEN HGT. OF z;;j <br />BRACE EXCEEDS 24" <br />LEAVE A CUT OUT IN O.S.B. ON T14 <br />2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION <br />LO <br />04 TO BE INSTALLED <br />CN <br />BUILT UP PLWD. BUCK - <br />C*q 7/16" OSB ARCH PANEL <br />SCRIBE (NOTCH) BACKSID <br />TO FIT ARCH CONNECT W/ <br />�2 8d NAILS <br />'­2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />EQUAL <br />BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS <br />INSTALL WDW, SCREW— <br />THRU OSB INTO 2 x 8 <br />0 <br />ANCHOR INTO ARCH BLKG. <br />PER INSTALLATION DETAILS ARCH DETAIL rK <br />B-B <br />SCALE: N.T.S. <br />LO <br />— SECTION <br />A -A <br />8ff <br />1/4" x 3 1/4" TAPCONS <br />—LEAVE A CUTOUT IN O.S.B. ONTHE <br />INSIDE TO ALLOW FOR INSULATION <br />TO BE INSTALLED <br />---2 x 8 45 DIAGONAL BRACE AT EA. <br />FACE OF ARCH W1 (3) 1 Od NAILS <br />AT EA. END <br />PROVIDE TAPCON WITHIN <br />4" MIN. OF BRACE <br />START OF ARC <br />4'MAX. RAD. <br />SECTION <br />B-B <br />PROVIDE 2x <br />PROVIDE (2) MIN. CONT. W/ (3) <br />TAPCON AT EA. SIDE 12d NAILS <br />BUCK - (1) WITHIN 4" <br />MIN. OF START OF <br />ARCH <br />START OF ARC <br />EQUAL 4- MAX. RAD. <br />PROPER INSTALLATION <br />MAX. 8" UNACCEPTABLE INSTALLTION 00 <br />DO NOT DO THIS 0 <br />FILL SOLID <br />BOTH CELLS <br />#5 REB <br />(TYP,) <br />STD. 90' <br />HOOK <br />±5A_ <br />NOTCH WEB AT <br />FIRST 2 COURSI <br />UPLIFT CAPACITY = 805 # FOR 1 STRAP <br />= 1610 # FOR 2 STRAPS <br />1 PLY PRE-ENGINEERED TRUSS <br />SIMPSON HM9KT W/ (4) 1/4"xl 1/2" SDS <br />SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS <br />IS 2 PLY INSTALL SIMPSON LGT2 W/ (16) 16d <br />SINKERS AND (7) 1/4"X2 1/4" TITEN 2150 #) <br />BOND BEAM OR CAST IN PLACE BEAM <br />RETROFIT TRUSS DETAIL <br />N.T.S. <br />2XIS SYP #2 CONT. (MATCH TRUSS DEPTH <br />IF TRUSSES USED) W/ (3) #6 X 4%" WOOD <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) W/ <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />12 <br />JACK TRUSS PROVIDED BY SEE <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />ROOF SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />IMPSON <br />(5) 12d NAILS <br />2X6 TO 2X4 H2.5A W/ (110) <br />8d NAILS <br />JACK TRUSS PROVIDED BY--/ <br />TRUSS COMPANY OR 2X4 <br />#2 SYP @ 24" O.C. <br />0or 4'-0" MAX SEE PLAN z <br />H-j2X4 SYP #2 CONT. (MATCH TRUSS DEPT <br />IF TRUSSES USED) W/ (2) #6 X 4Y2" WOOD <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" <br />O.C. <br />SECTION @ ENTRY <br />rL <br />SCALE: 3/4" V-0" <br />PL, <br />12 <br />S <br />GLASS BLOCK INSTALLATION NOTES <br />C14 <br />A) <br />COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <br />CD <br />t- <br />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <br />00 <br />B) <br />ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <br />0 <br />EXTENDS TO SILL. <br />-0 <br />2 <br />9 <br />C) <br />SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <br />D) <br />SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS <br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED, ALL MORTAR SHALL BE <br />TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE <br />EXPANSION STRIP <br />C, <br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT <br />20 ga. PANEL <br />.1 <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS <br />�2 <br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />ANCHOR <br />C) <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. <br />1/4" EXPANSION BOLT (2 <br />1 4- <br />E) <br />INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />9 ga. PANEL PER ANCHOR) <br />E <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />E <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) 101 EXPANSION STRIP <br />0 <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />- <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />REINFORCING AS FOLLOWS: <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />E2 <br />PRESS PANEL REINFORCING INTO PLACE. <br />6" MIN. LAP SPLICE W/ <br />-2 <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />0 <br />-0 <br />SMOOTH. DO NO FURROW. <br />15 <br />0 <br />F) <br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />MIN. <br />6" MIN. P <br />v <br />G) <br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />2 <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />H) <br />STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION NOTES. <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />C- LASS BLOCK DETAIL <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.) <br />GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R1 <br />C-,4 <br />1) <br />AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN <br />C14 <br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. <br />J) <br />APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE <br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. <br />K) <br />A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. <br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR <br />INSTALLATION OF GLASS BLOCK. <br />L <br />MASONRY WALL. SEE PLAN FOR <br />REINFORCING. PROVIDE LOWER <br />HOOKED DOWEL <br />FILLED CELL PER <br />FOUNDATION PLAN <br />+ <br />kR <br />YP.) <br />THE <br />:S <br />0 <br />+ + <br />+ + <br />+ + <br />+ + <br />+ <br />TRUSS <br />2X4 SYP <br />EACH TRUSS <br />CONNECTOR <br />SEE LINTEL- <br />SCHED. <br />PRECAST LINTEL <br />FILLED CELL INSTALLATION <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />TRUSS AS SHOWN FOR O.H. UP TO Z-16" <br />DOUBLE 2X4 SCAB FOR Z-15" TO 4'-0" O.H. <br />(2) 1 Od NAILS @ 8" O.C. <br />TO TRUSS TOP CHORD <br />PLYWOOD SHEATHING <br />BLOCKING AS <br />�41 <br />I <br />h, NOW <br />I h %k�b I <br />SEE ELEVATION <br />FOR OVER HANG <br />(MAX. 4'-0") <br />SECTION ROOF EXTENSION <br />SCALE: 3/4" V-0" <br />1\ �S <br />SIMPSON HTT4 W/ (18) 10d x 1 <br />W W M AT PERIMETER <br />1/2" NAILS TO STUDS & (1) - <br />(1) #5 BARS CONT HERE THIS CONDITION 5/8" DIA. ALL THREAD ROD <br />OCCURS <br />W <br />TOP WITH MIN. 3' EPDXIED W/ SIMPSON "SET" <br />1014 <br />COVER 6- F.F. EPDXY MIN. 6" EMBEDMENT <br />3" MIN. EDGE DISTANCE <br />_. - <br />+ <br />x�* <br />rtil <br />TP <br />k" <br />A <br />GRADE 0.'511 <br />N 7 <br />Cl) <br />'_�(2) #5 REBAR. MIN. 3" <br />16" MIN. COVER EA. WAY <br />L <br />4 <br />SECTION AT DEEP MONO FOUNDATION <br />SCALE: 3/4" = V-0" <br />#5 REBAR (TYP,) <br />0 #10 <br />TD. 90- HOOK (TYP.) <br />SCALE: N.T.S. <br />-,I=;= qHPr-T n2 AND <br />FOR <br />RETROFIT FOR MISSING MSTAM STRAP <br />SCALE: 3/4" = V-0" <br />z <br />0 <br />U) <br />U_ <br />LU <br />< <br />U) <br />5 @ FIRST COURSE <br />2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. <br />3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO <br />AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />6" O.C. EDGES AND 12" O.C. FIELD <br />2x BAND JOIST W/ FACE NAIL 10d <br />@ TOP & BTTM CHORD, AND (8) <br />FACE NAILS 1 Od @ TRUSS VERT. <br />WEB <br />METAL SEAT PLATE <br />NOTE: <br />LAP SHEATHING TO <br />BOTTOM OF BAND <br />SIMPSON HGAM10KTA @ 12" O.C. <br />w/ (4) 1/4xl 1/2" SDS SCREWS <br />INTO BAND JOIST & (4) 1/4"x2 3/4" <br />TITEN INTO K.O. BLOCK <br />E_ <br />C <br />r�N <br />RETROFIT FOR MISSING EMBEDDED STRAP <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. <br />FILL 1 st 4 COURSES <br />SOLID W/GROUT <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. <br />RETROFIT WALL OVERHANG DETAIL (NTS <br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECID. <br />1 1-01# 51-011 <br />A <br />#5 BAR <br />. . A <br />D., .. . . L , 1-0"�,&. CENTERED W/ <br />IN TOP <br />9 <br />'If KNOCKOUT/ N <br />A .1 .. . <br />14 <br />% <br />MONO FOOTING <br />SIZE AND REINF. PER PLAN <br />AND SECTION DETAILS <br />Ir 1:21 <br />I A <br />CLEAN FILL <br />DIRT ;2� <br />2 <br />.."—STANDARD <br />9 <br />90' HOOK <br />#5 BAR IN <br />FILLED CELL <br />L, L <br />1h, - I It <br />LLv <br />L <br />j <br />- I I 1 2- <br />W' L' v� L. <br />Sk <br />REINF. PERLAN AND STEMWALL <br />STEMWALL FOOTING SIZE AND <br />MONO TO STEMWALL FOOTING SECTION DETAILS <br />SCALE: 3/4"= V-0" <br />)TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC <br />)NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. <br />EXISTING BOND BEAM. <br />DRILL 3/4"x5" MIN. HOLE SET BAR IN <br />EPDXY CAP TO PREVENT LEAKAGE <br />TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT <br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2") <br />#5x6'EMBEDDED INTO EXISTING BOND BEAM <br />FILL CELL FULL HEIGHT W/ <br />NON SHRINK GROUT. <br />#5x6'EMBEDDED INTO <br />EXISTING FOOTING <br />DRILL 3/4"x5" MIN. HOLE <br />SET BAR IN EPDXY <br />SAW CUT <br />SECTION <br />EXISTING FOOTING <br />SCALE: N.T.S. <br />RETROFIT FILLED CELL DETAIL <br />SCALE: N.T.S. <br />co <br />C) <br />(D = (0 <br />__j <br />(D <br />ILL= <br />N� <br />CIO <br />(D <br />4--J LU <br />ru <br />U <br />0 LU <br />0 <br />0 co <br />0,M <br />Fn r- <br />" <br />LU <br />0 E <br />8 <br />a) <br />CD co <br />c ca m <br />[2 -0 co <br />r ai <br />0'r- <br />�2 C�, <br />76 <br />< <br />- co <br />0 CU <br />co CL C) <br />0 <br />CM <br />Lo zc; <br />< d <br />Al I <br />BID <br />N C B,D <br />Cq <br />G �:, <br />U) 8 E; Q <br />I— <br />LU 2 z <br />1-. :9� <br />LU <br />LU -E C, <br />10 <br />Z 0 <br />_15 <br />z <br />LLI <br />0 s <br />W P <br />C-�! �_F <br />4P <br />a <br />< . --j <br />41 14 <br />0 <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 6th Edition. Engineers signature and seat 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 />��wwlennaffampaxom <br />CZ <br />0 <br />z 8- <br />Z..: 0: <br />< W 0� <br />U�80 <br />I., <br />z <W <br />US, zz <br />Wz <br />2�uu <br />Co <br />8 �� " 0 <br />U, <br />001"S <br />< <br />lo- V) <br />a— <br />U) <br />zz <br />0 <br />U <br />a: z <br />0 <br />H <br />z <br />-a <br />k.� <br />fu <br />2: <br />t.0 <br />yj <br />IS <br />2— <br />41- <br />C) <br />z <br />U. <br />U-) <br />9 <br />Lu L� <br />0 CZ, <br />21: UO 6 <br />2 <br />z <br />w <' � <br />Lr) <br />0<0 <br />0 ��- 2! W, <br />z <br />z <br />11714 <br />0 <br />S <br />CY <br />UJI <br />di <br />< <br />D -Z <br />C) <br />r -4 <br />z <br />LU <br />W 0� z <br />4* <br />z <br />CY z <br />(n 0 <br />M <br />0 <br />06 <br /><� <br />Uj <br />_r <br />r-) <br />T-4 <br />Q_ <br />ul <br />SCALE AS NOTED <br />DATE 10/2/2018 <br />TECH: IVIJAIVIES. <br />VERSION NO <br />42 <br />SHEET NO. <br />SS <br />