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DOOR JAMB (REF 'R 1X4 112" DRYWALL <br />**I <br />DOOR JAMB (REFER <br />1 X 4 1/2" DRYWALL <br />4 <br />F <br />DOOR JAMB (REFER <br />1 x 4 1/2" DRYWALL <br />P T <br />P.T. <br />TO SHT. SDW2-K1 <br />TO SHT. SDW2-K1 <br />TO SHT, SDW2-K1 <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />t11141,11 <br />'­1 X 4 <br />�j X 4 <br />3/16"0 X 3" LONG <br />X 4 <br />FURRING <br />3-1/4" LONG X 3/16"0 <br />FURRING <br />TAPCONS <br />"A <br />FURRING <br />3/16 "0 X 3-1/2" LONG <br />TAPCON. INTO <br />STAGGERED @ 16" <br />L <br />TAPCONSSTAGGERED <br />2X8 <br />BLOCK@ SPACING <br />1" <br />DETAIL <br />O.C. 2-ROWS INTO <br />1X8 P.T. <br />STAGGERED @ 16" O.C. <br />2-ROWS INTO <br />1X8 <br />PER MANUFACTURE <br />MASONRYTHROUGH <br />1-1/211 DETAIL <br />MASONRYTHROUGH <br />3" DETAIL <br />1x4 P.T. & 1x8 P.T. <br />1x8 P.T. & 2x8 P.T. <br />3/16" x 3 -1/2" <br />TAPCON @ 16" <br />O.C. & 4" FROM <br />1 X4 P.T. <br />3/16" x 3 -1/2" <br />DOOR JAMB (REFER <br />1X4 1/2" DRYWALL <br />DOOR JAMB (REFER <br />EACH END W/ MIN. <br />DOOR JAMB (REFER <br />TAPCON <br />TO SHT. SDW2-K1 FOR <br />TO SHT. SDW2-K1 <br />2" EDGE DIST. <br />TO SHT. SDW2-K1 <br />CONN. DETAIL <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />1 Od @ 12" O.C. <br />1X4 <br />FURRING <br />z <br />2X8 P.T. WITH 3/16"0 X 3" <br />L 2x P.T. AS REQ'D <br />L 2X8 P.T. <br />LONG TAPCONS <br />STAGGERED @ 16" O.C. <br />2X8 <br />2x DETAIL <br />2 1/4" <br />DETAIL <br />2-ROWS INTO MASONRY <br />3-1/4" DETAIL <br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS <br />SCALE: N.T.S. <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 />CUT HOLE IN O.S.B. FOR <br />BUILT UP PLWD. BUCK ARCH PANEL <br />POLY -CELL IN THIS AREA <br />SCRIBE (NOTCH) <br />BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 <br />CONNECT W/ 8d NAILS BRACE/ BLKG <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSI3 <br />ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 <br />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 ri <br />SCALE: N.T.S. <br />�s <br />INSTALL WDW. SCREW ANCHO" <br />INTO ARCH BLKG. PER <br />INSTALLATION DETAILS <br />1/4" MAX <br />SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK <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 />/4" MAX EMBEDMENT INT;��K <br />2'-0" <br />BLOCK HEADER <br />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 BT <br />VERT. BRACES WHEN HGT. OFW4___1 <br />C*4 <br />BRACE EXCEEDS 24" <br />14-3 <br />LEAVE A CUT OUT IN O.S.B. ON T <br />CN <br />2 x 8 VERT. BRACE(S) <br />ATION <br />INSIDE TO ALLOW FOR INSULATION <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSI3 ARCH PANEL <br />C'4 <br />TO FIT ARCH CONNECT W/ <br />8d NAILS <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />E5 <br />BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL <br />M <br />INSTALL WDW, SCREW <br />- --- -- <br />THRU OSB INTO 2 x 8 <br />ANCHOR INTO ARCH BLKG. <br />CN <br />PER INSTALLATION DETAILS <br />ARCH DETAIL rK <br />B-B <br />SCALE: N.T.S. <br />� <br />�s <br />LO <br />C'4 <br />8 <br />GLASS BLOCK INSTALLATION NOTES <br />A) <br />COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <br />04 <br />CD <br />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <br />I <br />B) <br />ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <br />EXTENDS TO SILL. <br />21 <br />C) <br />SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <br />1 <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 />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS <br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. <br />C14 <br />-1 <br />0 <br />E) <br />INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />0. <br />E <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />I.-T <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />E <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />0 <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <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 />LZ <br />PRESS PANEL REINFORCING INTO PLACE. <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />2 <br />SMOOTH. DO NO FURROW, <br />F) <br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />G) <br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />REMAIN FREE OF MORTAR. <br />H) <br />STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />a_ <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE <br />� 2 <br />WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) <br />C> <br />C'4 <br />1) <br />AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN <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 />V) <br />L�j <br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR <br />31 <br />INSTALLATION OF GLASS BLOCK. <br />- SECTION <br />A -A <br />8" <br />1/4" x 3 1/4" TAPCONS <br />—LEAVE A CUT OUT IN O.S.B. ON THE <br />INSIDE TO ALLOW FOR INSULATION <br />TO BE INSTALLED <br />2 x 8 45 DrAGONAL BRACE AT EA. <br />FAC E OF ARC H W/ (3) 1 Od NAI LS <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-13 <br />8" <br />PROVIDE 2x <br />PROVIDE (2) MIN. <br />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 />4' MAX. RAD. <br />EQUAL <br />EXPANSION STRIP <br />MAX. 8" <br />PROPER INSTALLATION <br />#5 REBi <br />(TYP.) <br />STD. 90, <br />FILL SOLID <br />HOOK C <br />BOTH CELLS <br />'L- <br />NOTCH WEB AT <br />L_t,�L <br />FIRST 2 COURSI <br />...... <br />APACITY = 805 # FOR 1 STRAP <br />= 1610 # FOR 2 STRAPS <br />1 PLY PRE-ENGINEERED TRUSS <br />SIMPSON HM9KT w/ (4) 1/4"A 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 />2X6 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 />(5) 12d NAILS <br />IMPSON <br />2XIS TO 2X4 <br />H2.5A w/ (10) <br />8d NAILS <br />20 ga. PANEL <br />ANCHOR <br />4i' EXPANSION BOLT (2 <br />1/ <br />���PER ANCHOR) <br />9 ga. PANEL <br />REINFORCING <br />(EVERY OTHER <br />COURSE) EXPANSION STRIP <br />SEALANT <br />6" MIN. LAP SPLICE W/ <br />REINFORCING PANEL <br />6" MIN. LAP <br />SPLICE <br />NOTE: <br />SEE GLASS BLOCK INSTALLATION NOTES. <br />��SEALANT <br />GLASS BLOCK DETAIL <br />GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R1 <br />JACK TRUSS PROVIDED BY <br />TRUSS COMPANY OR 2x4 <br />#2 SYP @ 24" O.C. <br />4'-0" MAX SEE PLAN <br />EPTH <br />2X4 SYP #2 CONT. (MATCH TRUSS D <br />IF TRUSSES USED) W/ (2) #6 X 4%" 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 />L <br />SECTION @ ENTRY <br />SCALE: 3/4" V-0" <br />\,S--S <br />MASONRY WALL. SEE PLAN FOR <br />REINFORCING. PROVIDE LOWER <br />HOOKED DOWEL <br />FILLED CELL PER <br />FOUNDATION PLAN <br />,R <br />YP.) <br />rHE <br />�S <br />+ <br />+ + <br />+ + <br />+ + <br />+ + <br />TRUSS <br />2X4 SYP <br />EACH TRUSS <br />CONNECTOR <br />SEE LINTEL- <br />SCHED. <br />PRECAST LINTEL <br />UNACCEPTABLE INSTALLTION <br />DO NOT DO THIS <br />FILLED CELL INSTALLATION <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6" <br />DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />(2) 10d NAILS @ 8" O.C. <br />TO TRUSS TOP CHORD <br />71'/Y —PLYWOOD SHEATHING <br />+ BLOCKING AS <br />+ REQUIRED <br />TO SUPPORT <br />+ SOFFIT <br />+ + <br />+ <br />CENTER SOFFIT <br />SEE ELEVATION <br />FOR OVER HANG <br />(MAX. 4'-0") <br />0 <br />SECTION @ ROOF EXTENSI N K'M <br />SCALE: 3/4" V-0" <br />1\ �s <br />SIMPSON HTT4 w/ (18) 10d x 1 <br />W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - <br />WHERE THIS CONDITION <br />(1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD <br />OCCURS <br />TOP WITH MIN. 3" r EPDXIED W/ SIMPSON "SET" <br />COVER 6'-0" EPDXY MIN. 6" EMBEDMENT 8 <br />F.F. <br />3" MIN. EDGE DISTANCE <br />P. <br />x� <br />, MLF <br />A LLEE� <br />GRADE <br />N 7 <br />CNI <br />M . <br />z <br />& <br />I I t. — \\—(2) #5 REBAR. MIN. 3" <br />COVER EA. WAY <br />16" MIN. 00, <br />SECTION AT DEEP MONO FOUNDATION <br />SCALE: 3/4" = V-101" <br />#5 REBAR (TYP,) <br />0D. 90- HOOK (TYP.) <br />SCALE: N.T.S. <br />-,I=P.-,HPr-T n2 AND <br />FOR <br />RETROFIT FOR MISSING MSTAM STRAP <br />SCALE: 3/4" = V-0" <br />rr <br />z <br />U_ <br />0 <br />UJI <br />L) <br />LL <br />U) <br />@ FIRST COURSE <br />2"x BOT. PLATE W/ (2) 10d @ 6" O.C. <br />i <br />3/4"PLYWOOD DECKING GLUED <br />ATTAC HED WALL SHEATHING TO <br />AND NAILED W/ 8d COMMON @ <br />Ar <br />2X BOTTOM PLATE W/ 8d @ 4" <br />6" O.C. EDGES AND 12" O.C. FIELD <br />O.C., 2 ROWS STAGGERED <br />A, <br />__2x BAND JOIST W/ FACE NAIL 10d <br />@ TOP & BTTM CHORD, AND (8) <br />FACE NAILS 1 Od @ TRUSS VERT. <br />WEB <br />NOTE: <br />LAP SHEATHING TO <br />BOTTOM OF BAND <br />\\_ <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 />RETROFIT FOR MISSING EMBEDDED STRAP <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. <br />4 <br />FILL 1 st 4 COURSES <br />SOLID W/GROUT <br />FOR OVERHANGS BETWEEN OVER 1 1/2" il* <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. <br />7, <br />- - - <br />OVERHANG�;. . <br />A :4 <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />FOR OVERHANGS BETWEEN 3/4" TO 1 112" <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. <br />11-011 51-011 <br />INISH FLOQR <br />t> <br />A #5 BAR <br />10" , 11 <br />� I, r, .11, CENTERED W/ <br />IN TOP <br />I? <br />KNOCKOUT/ N <br />;z <br />CHAIR BLOCK <br />E <br />% <br />MONO FOOTING <br />r, <br />SIZE AND REINF. PER PLAN <br />AND SECTION DETAILS <br />-7 <br />CLEAN FILL <br />DIRT 7' 12� I> <br />6 STANDARD <br />#5 BAR IN 9(T HOOK C14 <br />FILLED CEL <br />Sk <br />STEMWALL FOOTING SIZE AND <br />REINF. PERLAN AND STEMWALL <br />MONO TO STEMWALL FOOTING SECTION DETAILS <br />I <br />SCALE: 3/4" = V-0" <br />NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, <br />CONTACT 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 />11 <br />SE <br />CTION <br />EXISTING FOOTING <br />SCALE.' N.T.S. <br />RETROFIT FILLED CELL DETAIL <br />SCALE: N.T.S. <br />0 �p <br />Z;; <br />Z__ tg <br />< <br />4— <br />(a <br />.0 <br />0 LU <br />L/) <br />C) <br />LU <br />E <br />-2 CD <br />I— <br />CO , <br />Cn C, <br />� <br />8 <br />RAW <br />M M <br />�0 Cn <br />-2c:) <br />_I-_ U_ 00 <br />< <br />50 <br />U) <br />In <br />01 < 6 <br />A <br />Z LU <br />Ix <br />LL1 <br />LU <br />0 0,5; 5 g: <br />E 01 <br />z <br />U0 ek <br />... ,61 <br />D <br />M r <br />-�o "4 [�_E] <br />_j <br />t <br /><,, <br />0 <br />C) <br />....... <br />\0 <br />RCIFES� <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 Flonda Building Code - <br />Residential 6th Edition. Engineers signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Fngineers signature and seal. <br />LE N N A R <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />8 <br />t� <br />z <br />z <br />>_ <br />z Q� <br />Z' '0 <br />E_ 0 <br />z @!� 0� <br />Z� <br />N § z <br />I � -. <br />eo"*N <br />32 � <br />< <br />0 <br />a- <br />U) <br />-Z <br />z <br />-0 <br />< <br />V) <br />Q) <br />> <br />L.Li <br />0 <br />U <br />U-) <br />fn <br />z <br />.010 <br />0 <br />!:� P <br />�96 <br />W Q 28 <br />U0 <br />K3Z <br /><z <br />< <br />0 ,c w � <br />< <br />00 <br />C, <br />02:0 <br />z <br />LU <br />Lr) <br />. . <br />L <br />CK <br />< <br />� ;,_ U, <br />_j <br />T__1 <br />LU <br />2: <br />< <br />� <br />00 <br />110 <br />< <br />V) <br />Cal <br />0 <br />C) <br />C� <br />Z <br />rn <br />SCALE AS NOTED <br />DATE 10/2/2018 <br />TECH: MIAMES <br />VERSION No. 4w2 <br />SHEET NO. <br />SS <br />1 1 <br />