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DOOR JAMB (REFER 1X4 1/2" DRYWALL <br />DOOR JAMB (REFER 1 X 4 1/2" DRYWALL <br />DOOR JAMB (REFER <br />TO SHT. SDW2-K1 <br />1 X 4 1/2" DRYWALL <br />TO SHT. SDW2-K1 <br />P.T. <br />RA <br />1 <br />TO SHT. N. DETAILS <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />1 X 4 <br />1 X 4 <br />3-1/4" LONG X 3/16" 0 <br />1 X 4 <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 />TAPCONS STAGGERED <br />2X8 <br />BLOCK@ SPACING <br />1 <br />„ <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 />MASONRY THROUGH 1-1 /211 DETAIL <br />MASONRY THROUGH <br />3t� DETAIL <br />1x4 P.T. & 1x8 P.T. <br />1x8 P.T. & 2x8 P.T. <br />3/16" x 3 -1/2" <br />a <br />TAPCON @ 16" <br />O.C. & 4" FROM <br />1X4 P.T. 3/16" x 3 -1/2" <br />DOOR JAMB (REFER <br />1 X 4 1/2" DRYWALL <br />DOOR JAMB (REFER <br />EACH END W/ MIN <br />DOOR JAMB (REFER 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 />10d @ 12" O.C. <br />1 X 4 <br />FURRING <br />2X8 P.T. WITH 3/16" o X 3" <br />2x P.T. AS REQ'D <br />2X8 P.T. <br />LONG TAPCONS <br />STAGGERED @ 16" O.C. <br />2X8 <br />2x DETAIL <br />21 /4" DETAIL <br />2-ROWS INTO MASONRY <br />3-1/4" DETAIL <br />BUILDOUT @ <br />OVER SIZE DOOR -WINDOW ROUGH OPENINGS <br />CC <br />SCALE: N.T.S. <br />SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />W/ 1/4" x 31/4" 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) 7/16" OSB 2 x 8 BRACE/ BLKG. <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)1Od NAILS INTO 2 x 8 <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <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 J <br />SCALE: N.T.S. SS <br />INSTALL WDW. SCREW ANCHOR( <br />INTO ARCH BLKG. PER <br />INSTALLATION DETAILS <br />1/4" MAX <br />SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK <br />2'-0" <br />SECTION <br />A -A <br />8" <br />1A" x 31/4" 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 DIAAGONAL BRACE AT EA. <br />FACE OF ARCH W/ (3)10d NAILS <br />AT EA. END <br />PROVIDE TAPCON WITHIN <br />4" MIN. OF BRACE <br />START OF ARC <br />4' MAX. RAD. <br />2 x 8 BUCK - CONNECT TO BLOCK SECTION <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B <br />� 1/4" MAX EMBEDMENT INTO�\) <br />t 2'-0" 8" <br />PROPER INSTALLATION MAX. $ <br />FILL SOLID <br />BOTH CELLS <br />#5 REB, <br />(TYP,) <br />STD. 90 <br />HOOK (1 <br />+5^ <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"x1 1/2" SIDS <br />SCREWS & (5)114" x 21/4" 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 />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />NAILS SIMPSON <br />BLKG. & BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />1 X 4 FURRING <br />8d NAILS <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. W/ (2)1Old <br />= <br />PROVIDE 2 x8 DIAG. BRACE BT <br />P <br />NAILS AT EA. END <br />PROVIDE (2) MIN. <br />PROVIDE 2x , <br />CONT. W/ (3) <br />Ck <br />VERT. BRACES WHEN HGT. OF <br />_ <br />TAPCON AT EA. SIDE <br />12d NAILS <br />BRACE EXCEEDS 24" <br />NV <br />BUCK - (1) WITHIN 4" <br />JACK TRUSS PROVIDED BY <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />2 x 8 VERT. BRACE(S) <br />INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />., <br />TO BE INSTALLED <br />I BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN <br />SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD <br />8d NAILS START OF ARC <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. <br />y ANCHOR INTO ARCH BLKG. <br />PER INSTALLATION DETAILS ARCH DETAIL rK SECTION @ ENTRY L <br />B—B <br />SCALE: N.T.S. SS SS SCALE: 3/4" = V-0" <br />CD <br />O <br />O <br />J <br />GLASS BLOCK INSTALLATION NOTES <br />A) <br />COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <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 />> <br />EXTENDS TO SILL. <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 />= <br />TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION, (PLACE <br />EXPANSION STRIP <br />o <br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT <br />20 ga. PANEL <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT, FOR SOLID GLASS <br />ANCHOR <br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />�2 <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. <br />1/4" EXPANSION BOLT (2 <br />E) <br />INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />9 ga. PANEL PER ANCHOR) <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />C <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) EXPANSION STRIP <br />E <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />s <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />o <br />REINFORCING AS FOLLOWS: <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />CD N <br />PRESS PANEL REINFORCING INTO PLACE. <br />6" MIN. LAP SPLICE W/ <br />o <br />x <br />H F MORTAR BED AND TROWEL <br />COVER ALF 0 0 C R PANEL REINFORCING WITH UPPER <br />REINFORCING PANEL <br />SMOOTH. DO NO FURROW. <br />F) <br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />v <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />G) <br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE NOTE: <br />REMAIN FREE OF MORTAR. <br />SEE GLASS BLOCK INSTALLATION NOTES. <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 />SEALANT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />GLASS 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 />N <br />1) <br />AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN <br />N <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 />W <br />INSTALLATION OF GLASS BLOCK. <br />A— FILLED CELL PER <br />FOUNDATION PLAN <br />UNACCEPTABLE INSTALLTION <br />DO NOT DO THIS <br />kR ♦ <br />w, <br />THE <br />:S <br />x <br />/ TRUSS <br />2X4 SYP <br />EACH TRUSS <br />CONNECTOR <br />SEE LINTEL—/ <br />SCHED. <br />PRECAST LINTEL <br />MASONRY WALL. SEE PLAN FOR <br />REINFORCING. PROVIDE LOWER <br />HOOKED DOWEL <br />#5 REBAR (TYP) 400 <br />040 <br />90° HOOK (TYP.) <br />FILLED CELL INSTALLATION <br />SCALE: N.T.S. <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 />''P, PLYWOOD SHEATHING <br />BLOCKING AS <br />REQUIRED <br />TO SUPPORT <br />+ SOFFIT <br />+ + <br />CENTER SOFFIT <br />SEE ELEVATION <br />FOR OVER HANG <br />(MAX. 4'-0") <br />SECTION @ ROOF EXTENSION M <br />SCALE: 3/4" =1'-0" SS <br />W.W.M. AT PERIMETER SIMPSON HTT4 w/ (18)10d x 1 <br />WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - <br />(1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD <br />TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" <br />COVER 6-0" �,-F.F. EPDXY MIN. 6" EMBEDMENT 8 <br />/I 3" MIN. EDGE DISTANCE <br />p' p <br />D <br />p—r <br />1 <br />D ° <br />GRADE <br />fN p <br />D (2) #5 REBAR. MIN. 3" <br />16" MIN. COVER EA. WAY <br />JL <br />SECTION AT DEEP MONO FOUNDATION <br />SCALE: 3/4" = V-0" <br />¢FF CI Pr—T 1112 AND <br />FOR <br />RETROFIT FOR MISSING MSTAM STRAP <br />SCALE 3/4" = V-0" <br />z <br />0 <br />Q <br />tl <br />0 <br />LU <br />LL <br />U <br />N <br />@ FIRST COURSE <br />2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. <br />3/4" PLYWOOD DECKING GLUED — <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />/— ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <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 />JOIST TYPICAL <br />- SIMPSON HGAM10KTA @ 12" O.C. <br />w/ (4)1/41 1/2" SDS SCREWS <br />INTO BAND JOIST & (4)1/4"x2 3/4" <br />TITEN INTO K.O. BLOCK <br />H RETROFIT FOR MISSING EMBEDDED STRAP <br />SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. <br />FILL COURSES <br />SOLIDD W/GROUT <br />a <br />FOR OVERHANGS BETWEEN OVER 1 112" ° <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. a' <br />OVERHAN <br />n' <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 REQ'D, <br />1'-0" 6-0" <br />° <br />° <br />A' > 4 .. #5 BAR <br />10 ° p ° <br />p ° . .• CENTERED W/ g <br />' 4 <br />4 "4 9 H IN TOP o <br />° p KNOCKOUT / N <br />° ° CHAIR BLOCK <br />_ p <br />MONO FOOTING ' <br />SIZE AND REINF. PER PLAN ( D' °. <br />AND SECTION DETAILS -I <br />CLEAN FILL .4 ° A. <br />DIRT Z <br />•°,• �ASTANDARD <br />90 HOOK <br />#5 BAR IN <br />FILLED CELL, —, <br />Ls — <br />STEMWALL FOOTING SIZE AND <br />MONO TO STEMWALL FOOTING REINF. AND STEMWALL <br />SECTIONN DDETAETAILS <br />SCALE: 3/4" = V-0" <br />DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC <br />DNTACT 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 />I_EXISTING FOOTING <br />RETROFIT FILLED CELL DETAIL <br />r���.r.awa�rirs nr <br />4" SAW CUT <br />A SECTION <br />j SCALE: N.T.S. <br />SCALE: N.T.S. <br />V <br />CDLO <br />Y <br />Z M <br />_ a <br />z to <br />z <br />E3 <br />ul (D <br />cn <br />4--j w <br />� 0 <br />,O w <br />m N <br />L.L! <br />I— <br />ads <br />M M <br />� <br />N-0 Cl) <br />2 aS <br />008 <br />o <br />¢rn <br />N no <br />.4 Qv <br />a Q d <br />A I <br />01D.1 <br />N C B D C <br />�msoJI <br />cn 4, <br />Z Wg� <br />° N Z <br />z <br />d M <br />i_ .= <br />LL <br />W <br />LLI <br />Z A <br />tw w `a <br />?LL� Ga <br />•bo <br />U0. 0� <br />�N�,qo <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 />4600 W. Cypress St, Suite 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />FGO NCz <br />G� <br />LU <br />fa <br />F- <br />uj <br />$ U U <br />U Z Z <br />w Z <br />wo <br />I-� <br />o"�uo <br />J <br />"oLuo <br />a <br />L <br />^ <br />L.L <br />z z <br />�o <br />z z <br />n3 <br />Qj W <br />2:OU <br />= <br />J <br />U) <br />C <br />W 9 <br />1�poo <br />o <br />J, <br /><C <br /><8� <br />F— <br />LU <br />I•. J <br />N <br />$aa< <br />Q <br />^ <br />la-oLU <br />o��°` <br />z <br />z <br />�o�o <br />UW1 & �j <br />LU <br />J <br />�--� <br />w <br />V..I <br />Q~o <br />W -z <br />¢ z OL <br />N <br />z <br />z <br />�<C <br />z <br />�i0 <br />0° <br />W <br />oo <br />Z <br />N <br />Q ui <br />� <br />,-1 <br />-D= <br />1 0- <br />1cn <br />s <br />SCALE : AS NOTED <br />DATE : 10/2/2018 <br />TECH: MJAMES <br />VERSION NO. 4nO <br />SHEET NO. <br />SS <br />