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m <br />S <br />0 <br />M <br />0 <br />0 <br />co <br />o� <br />E5 <br />a <br />0 <br />PO <br />0 <br />J <br />to <br />I <br />rn <br />v <br />3 <br />C, <br />rn <br />N <br />G <br />E <br />x <br />v <br />J <br />N <br />U <br />0 <br />�I <br />N <br />U <br />N <br />0 <br />a <br />N <br />r\ <br />w <br />1/2" DRYWALL DOOR JAMB REFERJE <br />DOOR JAMB {REFER 1x4 ( <br />4 1/2" DRYWALL <br />UNACCEPTABLE INSTALLTION <br />"TO <br />TV <br />DOOR JAMB (REFER <br />PRODUCT <br />TO PRODUCT <br />TO PRODUCT APPROVAL FOR CON <br />PROPER INSTALLATION MAX. <br />8 DO NOT DO THIS <br />2"x BOT. PLATE W/(2)10d @ 6" O.C. <br />&X4411"DRYWALL <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. <br />x4 <br />X 4 <br />#5 REBAR (TYP,) <br />3/4" PLYWOOD DECKING GLUEDAND <br />ATTACHED WALL SHEATHING TO <br />1x4 P.T. <br />3-1/4" LONG X 3/16"0FURRING <br />3/16"0 X 3" LONG FURRING (2) ROWS 3/16 x 3-1/2 <br />TAPCONS <br />FURRING <br />#5 REBAR <br />(n P')BLOCK@ <br />' <br />NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />]v <br />2X BOTTOM PLATE W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />TAPCON @ 16" O.C. &2X8 <br />@ 16" <br />SPACING „ <br />1 DETAIL <br />1x8 P.T. FROM EACH END w/MSTAGGERED .1X8 <br />O.C.. 2 ROWS NTO 2" EDGE DIST. ATTACH <br />2x BAND JOIST <br />PER MANUFACTURE <br />MASONRY THROUGH It <br />1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS <br />3 <br />�� <br />DETAI L <br />D. 90° HOOK (TYP.) <br />STD. 90^ ` /� <br />W/ FACE NAIL 10d <br />@TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. <br />FILL BOTH�ED S <br />HOOK (TYP.) <br />FACE NAILS 10d @ TRUSS VERT. <br />x 3 <br />3/16" x 3 -112" <br />1x4 P.T. DOOR JAMB (REFER <br />METAL SEAT PLATE <br />TAPCON @ 16° <br />O.C. & 4" FROM <br />TO PRODUCT <br />DOOR JAMB (REFER APPROVAL FOR CONN. <br />TO PRODUCT <br />1x4 1/2" DRYWALL <br />Ella <br />:]L> !4% <br />L <br />LAP SHEATHING TO <br />DOOR JAMB (REFER]LJIL <br />EACH END W/ MIN <br />APPROVAL FOR CONN. ' 2x8 P.T. w/ (2) ROWS 3/16"IL, <br />' <br />` <br />M BAND <br />TO PRODUCTIST. <br />x 3-1/2" TAPCON @ 16" <br />JOIST TYPICAL <br />*2',' <br />APPROVAL FOR CO(2) <br />J <br />ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH <br />1x4 <br />FURRINGSIMPSON <br />— <br />/ <br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. <br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />' +2" <br />NOTC EB @ FIRST COURSE <br />` <br />HGAM10KTA 12" O.C. <br />@ <br />w/ (4) 1/4x1 1/2 SDS SCREWS <br />..REQ'D <br />MIN. 2" EDGE DIST. (2) ROWS 10dx3" <br />2x8 <br />' <br />` <br />INTO BAND JOIST & (4)1/4"x2 3/4" <br />2x DETAIL <br />2 1/4" DETAIL STAGGERED @ 12" O.c. 3-1 /4" DETAIL <br />+5^ <br />NOTCH WEB AT THE ' <br />FIRST 2 COURSES <br />` <br />TITEN INTO K.O. BLOCK <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />LLED CELL PER <br />FOUNDATION PLAN <br />FILLED CELL INSTALLATION <br />H <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. <br />SS <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. <br />SCALE: <br />N.T.S. <br />SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />SECTION <br />UPLIFT CAPACITY = 805 # FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />A <br />-A <br />= 1610 # FOR 2 STRAPS <br />FILL COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />2'-0 <br />8 <br />D W /GROUT <br />SOLID OUT <br />R <br />1 PLY PRE-ENGINEERED TRUSS <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />1/4" x 31/4" TAPCONS <br />BLOCK HEADER ARCH BLKG. & BUCK <br />SIMPSON HM9KT w/ (4)1/4"x1 1/2" SIDS <br />1/2" DRYWALL * <br />SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS <br />i <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 <br />LEAVE A CUTOUT IN O.S.B. ON THE <br />BRACE(S) 2 x 8 BRACE/BLKG. <br />INSIDE TO ALLOW FOR INSULATION <br />7/16" OSB <br />TO BE INSTALLED <br />BOND BEAM OR CAST IN PLACE BEAM <br />FOR OVERHANGS BETWEEN OVER 1 <br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR <br />POLY -CELL IN THIS AREA <br />2 x 8 45 DrAGONAL BRACE AT EA. <br />OR <br />cofvrncT ENGINEER I RECORD FOR <br />FURTHER INSTRUCTIONS. ' f '• <br />SCRIBE (NOTCH) <br />FACE OF ARCH W/ (3)10d NAILS <br />:; .:•' .: . <br />:.;• ; ..' <br />BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />A'� <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <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 <br />PROVIDE TAPCON WITHIN <br />RETROFIT WALL OVERHANG DETAIL NTS <br />INTO ARCH BLKG. PER <br />4" MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <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 <br />ARCH <br />IF TRUSSES USED W/ 3 #6 X 4%° WOOD <br />) ( ) <br />* DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. <br />NOTE: FOR OVERHANGS LESS THAN 3l4" - NO REPAIR REM.SCREWS <br />START OF ARC <br />@ 16" O.C. MAX. OR IF MASONRY WALL <br />(2)10d NAILS @ 8" O.C. <br />ARCH DETAIL <br />J <br />4 MAX. RAID. <br />USE (1) SIMPSON1/ HID I (CENTERED) w/ <br />Jr <br />TO TO TRUSS TOP CHORD <br />AT 16'O C <br />MIN.JACK <br />+ N <br />1 11 r rr <br />1-O 5 -O <br />SCALE: N.T.S. <br />SS <br />12 <br />+ TH <br />GPLYWOOD SHEATHING <br />TRUSS PROVIDED BY SEE <br />+ <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />+ + <br />+ + <br />INISH FLO <br />2 x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ BLOCKING AS <br />+ <br />° <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />ROOF SHEATHING ATTACHED <br />REQUIRED <br />> r <br />D D <br />EMBEDMENT INTO K.) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />° <br />/4" MAX <br />2 -0" 8 <br />TRUSS + <br />+ <br />° D <br />o • D #5 BAR <br />D <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />+ <br />+ <br />10" a p ° CENTERED W/ M <br />°° 9 H IN TOP <br />BLKG. & BUCK <br />2X6 TO 2X4 <br />2X4 SYP, <br />° ° o <br />1 X 4 FURRING <br />8d NAILS <br />EACH TRUSS <br />D KNOCKOUT/ c"4 <br />- CHAIR BLOCK <br />° <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. W/ 2 10d <br />O <br />CONNECTOR °�� <br />- - <br />p <br />PROVIDE 2 x 8 DIAG. BRACE B <br />EA. ND <br />NAILS AT E <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ (3) <br />_ <br />MONO FOOTING - •D ° <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />12d NAILS <br />SEE LINTEL <br />SIZE AND REINF. PER PLAN - ° <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 TI• <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />CLEAN FILL ° <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 />DIRT ° Z <br />TO BE INSTALLED <br />2 <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />° STANDARD o <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 90r HOOK N <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 41h" WOOD <br />FOR OVER HANG <br />FILLED CELL <br />8d NAILS,"`2 <br />x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />START OF ARC <br />4 MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'-0") <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 />° <br />INSTALL WDW, SCREW <br />THRU OSB INTO 2 x 8K"K <br />O.C. <br />ANCHOR INTO ARCH BLKG. <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS <br />ARCH DETAIL <br />e-e <br />SECTION @ ENTRY L <br />SECTION @ROOF EXTENSION 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 />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 <br />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 />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. <br />1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />(1) #5 BARS CONT. <br />5/8" DIA. ALL THREAD ROD <br />#5x6' EMBEDDED INTO EXISTING BOND BEAM <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />9 ga. PANEL PER ANCHOR) <br />OCCURS <br />TOP WITH MIN. 3" <br />EPDXIED w/ SIMPSON "SET" a <br />Er <br />z <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />COVER 6�-0" <br />EPDXY MIN. 6" EMBEDMENT & <br />0 <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(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. <br />COURSE) EXPANSION STRIP <br />U_ w NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />, <br />p 2 <br />A <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />LU a <br />REINFORCING AS FOLLOWS: <br />—_ <br />a 1 <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />_ _ _ _ <br />po ; r <br />LL <br />��' <br />* PRESS PANEL REINFORCING INTO PLACE. <br />#5x6' EMBEDDED INTO <br />U z <br />6" MIN. LAP SPLICE W/ <br />o ° <br />3 g EXISTING FOOTING (2) #5x6 IN CONC. <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />— <br />ci� ain FILLED CELL <br />SMOOTH. DO NO FURROW. <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. o <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />p <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />NOTE: <br />M ' <br />` <br />REMAIN FREE OF MORTAR. <br />z <br />` <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <br />� n <br />` <br />\tea <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />4" SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />GLASS BLOCK DETAIL <br />\ ' (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 />L 16" MIN. 00,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 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" = V-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 />�' I! <br />0 <br />Z ri <br />— o <br />z�z <br />r <br />c <br />(1) <br />Uj <br />� o <br />•p LU <br />m N <br />IIJ <br />data ~ 8 <br />W <br />N Co <br />cO <br />[di 0 2 -0 <br />C N <br />U <br />"-00 <br />�i <br />bo <br />Q rn <br />COL <br />av <br />o1 Q o <br />B D. <br />N �O <br />.w .N.. <br />V cc',, <br />v U) <br />C5 w z <br />c .1 <br />s �. <br />w <br />W ch N w <br />W IFc� a <br />-S <br />Z O <br />LLZtllpd ¢ o <br />owv <br />^ti�1'WW,FD ENG � ' <br />JF`•� <br />;,F;,tII,t;�; •�L' <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 seal is only for <br />the structural engineering pot ons 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 />C <br />a <br />Z <br />LU <br />U?oo <br />Z, <br />g <br />p[�J <br />WOr° <br />O(Y <br />LL, �u--N <br />L <br />Z W <br />N <br />>zd <br />fZ <br />oC <br />Z <br />Q <br />U <br />= <br />0*1 <br />u) <br />OLLz <br />a�g <br />0 <br />J <br />Q <br />f <br />w m <br />!V <br />W <br />U0, <br />, J <br />Z� <br />0 <br />Z <br />30" <br />J <br />LJ i <br />S <br />LIU <br />2: <br />gF-8 <br />` <br />z <br />z <br />� � Z <br />g <br />dVo' <br />Z <br />� <br />o <br />m <br />C� <br />g <br />= <br />J N <br />aUj <br />T-+ <br />a <br />U0 <br />o <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: M)AM ES <br />VERSION NO. 4nO <br />SHEET NO. <br />SS <br />