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I <br />-o <br />v <br />z <br />00 <br />0 <br />0 <br />N <br />a <br />00 <br />0 <br />0 <br />to <br />N <br />I <br />00 <br />Q <br />0 <br />3 <br />Q <br />N <br />0 <br />a <br />E <br />O <br />0 <br />c <br />J <br />E2 <br />15 <br />0 <br />v <br />U <br />0 <br />d- <br />00 <br />N <br />-1/2" DRYWALL DOOR JAMB REFER 1 X 4 1/2" DRYWALL <br />1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X4 (UNACCEPTABLE <br />INSTALLTION <br />, <br />DOOR JAMB (REFER <br />TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 <br />PROPER INSTALLATION MAX. 8" DO NOT DO THIS <br />` <br />2"x BOT. PLATE W/ (2) 10d @ 6" O.C. <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS 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 BOTTOM PLATE W/ 8d 4" <br />1 X 4 3/16"� X 3" LONG FURRING FURRING <br />FURRING 3/16"fl1 X 3-1/2" LONG <br />#5 REBAR ` ' <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />@ <br />O.C., 2 ROWS STAGGERED <br />3-1/4" LONG X 3/16" TAPCONS <br />(TYP,) <br />TAPCONS STAGGERED 2X8 <br />TAPCON. INTO STAGGERED @ 16" <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 1-1 /211 DETAIL MASONRY THROUGH �� <br />3 DETAIL <br />STD. 90° HOOK (TYP.) <br />STD. 90" ` �'I <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. <br />FILL SOLID HOOK (TYP.) <br />BOTH CELLS <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />3/16" x 3 -1/2" <br />METAL SEAT PLATE <br />TAPCON @ 16"RIF <br />1X4 P.T. <br />O.C. & 4 FROM 3/16 x 3 -1/2 DOOR JAMB (REFER 1/2 DRYWALL <br />1 X 4 <br />7F7 <br />Lill <br />NOTE: <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 10d @ 12" O.C. 1 X 4 <br />J FURRING <br />TE <br />_ <br />2X8 P.T. WITH 3/16"0 X 3" <br />+2" NOTC @ FIRST COURSE <br />' - � <br />SIMPSON HG2" SDS A @ W O.C. <br />w/ (4) 1/4x1 1/2"SDS SCREWS <br />LONG TAPCONS <br />2x P.T. AS REQ'D P.T. STAGGERED @ 16" O.C. 2X8 <br />Alt*2x <br />INTO BAND JOIST & (4) 1/4"x2 3/4" <br />TITEN INTO K.O. BLOCK <br />DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL <br />+5" NOTCH WEB AT THE ` <br />FIRST 2 COURSES <br />LFILLED <br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS rC <br />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 />UPLIFT CAPACITY = 805 # FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON (1 1/4"MIN. A_A <br />=1610 # FOR 2 STRAPS <br />FILL 1st 4 COURSES <br />soup w/GRouT <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />Z-0" 8" <br />a <br />,r <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />1 PLY PRE-ENGINEERED TRUSS <br />1/4" x 31/4" TAPCONS <br />BLOCK HEADER ARCH BLKG. & BUCK <br />SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS <br />1/2" DRYWALL * <br />SCREWS & (5)1/4" x 2 1/4" 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 LEAVE A CUT OUT IN O.S.B. ON THE <br />(4)10d NAILS INTO <br />BRACE(S) INSIDE TO ALLOW FOR INSULATION <br />2 x 8 BRACE/ BLKG. <br />a <br />TO BE INSTALLED <br />7/16" OS &\ <br />CUT HOLE IN O.S.B. FOR <br />BOND BEAM OR CAST IN PLACE BEAM <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <br />CONTACT ENGINEER of RECORD FOR <br />BUILT UP PLWD. BUCK ARCH PANEL <br />POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. <br />FURTHER INSTRUCTIONS. <br />SCRIBE (NOTCH) <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS <br />AT EA, END <br />RETROFIT TRUSS DETAIL <br />OVERHAN <br />• <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />:... <br />N.T.S. <br />2 x 4 SOLID BLKG. FULL WIDTH OF WALL BTWN. OSB <br />INSTALL WDW. SCREW ANCHOR 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 />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" <br />INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6" <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 />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. <br />START OF ARC <br />IF TRUSSES USED) W/ (3) #6 X 4'%," WOOD <br />(2)10d NAILS @ 8" O.C. <br />ARCH DETAIL J 4 MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />WALL USE (3) 1/4" X 31/2" TAPCONS AT 16" <br />XO <br />TO TRUSS TOP CHORD <br />�FRygN <br />r <br />O.C. <br />C G <br />FN <br />1-05 -Orr <br />SCALE: N.T.S. SS <br />12 <br />+ + T <br />y PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY SEE <br />+ + <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />+ + <br />+ + + <br />BLOCKING AS <br />. ° INISH FLO <br />_ <br />2 <br />x 8 BUCK - CONNECT TO BLOCK SECTION <br />WITH <br />1/4" x 31/4" TAPCON (1 1/4" MIN. B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />>• > <br />„ EMBEDMENT INTO K.) <br />/4 MAX <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />TRUSS <br />° ° o.. #5 BAR <br />a ' <br />BLOCK HEADER <br />2,_0„ 8„ <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />+ SOFFIT <br />+ <br />+ <br />, . ,• , .'s D °' <br />p• 9' 10, ° b ° CENTERED W/ <br />"o IN TOP <br />1 X 4 FURRING <br />. <br />BLKG&BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />8d NAILS <br />2X4 SYP ► ®s <br />EACH TRUSS <br />a ° o <br />> B .' ' KNOCKOUT / iv <br />° CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. W/ (2) 10d <br />NAILS AT EA. END <br />PROVIDE 2x <br />s� s <br />CONNECTOR <br />— d ° <br />MONO FOOTING - <br />PROVIDE 2 8 DIAG, BRACE B <br />PROVIDE (2) MIN. <br />_ .°. <br />°> <br />x <br />CONT. W/ (3) <br />SIZE AND REINF. PER PLAN <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />12d NAILS <br />SEE LINTEL <br />AND SECTION DETAILS -I <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4" <br />JACK TRUSS PROVIDED BY <br />SCHED. <br />- <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />° o <br />CLEAN FILL > <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 />DIRT 6 z <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />°. ° STANDARD o <br />99 HOOK N <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />> <br />#5 BAR IN <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4%' 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 />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 />, , , � , f �° �I s° <br />ANCHOR INTO ARCH BLKG. <br />THRU OSB INTO 2 x 8 <br />O.C.r <br />FOOTING SIZE AND <br />PER INSTALLATION DETAILSSTEMWALL <br />B_B <br />ARCH DETAIL rK <br />SECTION @ ENTRY rL <br />SECTION @ ROOF EXTENSION K"M_� <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" = V-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 />REINFORCING. PROVIDE LOWER <br />DRILL 3/4"x5" MIN. HOLE SET BAR IN <br />D) 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 />HOOKED DOWEL <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 />MORE INFO <br />TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR <br />SIMPSON HTT4 w/ (18)10d x 1 <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 />"SQUEEZED" <br />W.W.M. AT PERIMETER <br />1/2" NAILS TO STUDS & (1) - <br />COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />(1) #5 BARS CONT. <br />5/8" DIA. ALL THREAD ROD <br />>- <br />� <br />#5x6' EMBEDDED INTO EXISTING BOND BEAM <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) <br />OCCURS <br />TOP WITH MIN. 3" <br />EPDXIED w/ SIMPSON "SET" <br />z <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING <br />COVER 1, <br />6 -0 <br />EPDXY MIN. 6" EMBEDMENT & <br />O) <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 />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP <br />U v <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />O <br />A <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />, �E r , <br />v a <br />REINFORCING AS FOLLOWS: <br />I I= — I I-T <br />a <br />1 <br />* SEALANT <br />T BED JOINT. D FURROW. <br />PLA E LOWER HALF OF MORTAR IN JO N 0 NOT c_ <br />o o = <br />J <br />, <br />#5x6 EMBEDDED INTO <br />PRESS PANEL REINFORCING INTO PLACE. <br />6 MIN. LAP SPLICE W/ <br />o , I I <br />— <br />EXISTING FOOTING (2) #5x6 IN CONC. <br />*MORTARII <br />WITH PE HALF OF BED ND TR TROWEL <br />COVER PANEL UP RA 0 REINFORCING PANEL <br />I <br />Q = <br />rn ,.c, <br />FILLED CELL <br />L <br />SMOOTH. DO NO FURROW. - <br />°. II <br />� o � °. <br />� � <br />N <br />DRILL 3/4"x5"MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE o. , —I <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP <br />p ° <br />`p <br />O <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: <br />`4 <br />" <br />REMAIN FREE OF MORTAR. <br />_ z <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. <br />f 2 o ; <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT <br />SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL <br />' (2) #5 REBAR. MIN. 3" <br />TOOL BEFORE TAKES FINAL SET. (REMOVE <br />AND LOWER <br />16" MIN. EA. WAY <br />SOLID BLOCORTAR <br />WEDGESNTS FROMnOOTH <br />COURSES OFE, <br />KS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 <br />oo,COVER <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 />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 />C4 �_ <br />M <br />0 <br />Z N <br />z� <br />n <br />U) z <br />cn (D <br />� w <br />O W <br />m <br />o <br />►- <br />U <br />Cl) <br />m <br />W <br />1E <br />— U <br />N M <br />Cn M <br />` a <br />_ <br />O O N <br />C W <br />LL 0 <br />7 <br />co <br />0- C:,¢ Lo V <br />Q O <br />Al <br />B D® <br />NCB p.0 <br />N N <br />Q M m - ONO <br />Z W MN� 0 F� z <br />JT C <br />U) <br />Wu> N W <br />um <br />-rg <br />Z O <br />° t$¢' o <br />Z N � E�� <br />z <br />W Q N ¢ M A <br />www. O O <br />• <br />° C7 ° 4 <br />d <br />"� O F SS�0 01��� <br />// fls9!l4+6ttltt <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 />t O <br />tu <br />a9 <br />f� <br />aCt= W <br />UZOO <br />i Y = <br />z <br />WO <br />�oz0�Z <br />O—J W <br />J <br />i uj <br />OAT <br />v�U0 <br />z <br />L, <br />^ <br />L.V <br />z <br />}o <br />,> <br />LL <br />� <br />z <br />a <br />V <br />0O <br />N <br />-� <br />z <br />"a <br />�- <br />W <br />U <br />2 <br />J <br />_J <br />�I <br />6Fo <br />Wilma <br />N <br />W <br />r a 0 <br />z<z;� <br />Uofge <br />^ <br />oo � <br />Z <br />5 o <br />LLI <br />J <br />ri <br />Lij <br />LJj <br />Q <br />a z o <br />z <br />N� <br />Q <br />Z <br />Z <br />Azo <br />co <br />Z <br />��((' <br />Uj <br />no <br />� <br />7 <br />= <br />of <br />V) <br />o <br />SCALE : AS NOTED <br />DATE : 3/15/2018 <br />TECH: MJAM ES <br />VERSION NO. 4mO <br />SHEET NO. <br />SS <br />