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1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X4 " 1/2DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL <br />UNACCEPTABLE INSTALLTION <br />DOOR JAMB (REFER TO SHT. SDW2-K1 <br />P.T. To SHT. SDW2-K1 <br />TO SHT. SDW2-K1 FOR CONN. DETAILS <br />MAX. 8" <br />PROPER INSTALLATION DO NOT DO THIS <br />` <br />2"x BOT. PLATE W/ (2)13d @ 6" O.C. <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS X 4 1X4 <br />#5 REBAR (TYP,) <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X PLATE <br />4 <br />3-1/4" LONG X 3/16"� URRING 3/16" 0 X 3" LONG FURRING 3/16"O X 3-1/2" LONG FURRING <br />Eff\-1F <br />TAPCONS <br />#5 REBAR <br />#5 RE ` <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />BOTTOM W/8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO TAPCONS STAGGERED 2X8 <br />` <br />BLOCK@ SPACING �� O.C. 2 ROWS INTO 1X8 P.T. STAGGERED @ 16" O.C. 1X8 <br />1 DETAIL 2-ROWS INTO <br />PER MANUFACTURE MASONRY THROUGH - n MASONRY THROUGH �� <br />1 1 /2 DETAIL 3 DETAIL <br />`STD. 90° HOOK (TYP.) <br />� <br />STD. 90 ` <br />2x BAND JOIST W! FACE NAIL 10d <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. <br />1x8 P.T. & 2x8 P.T. <br />FILL SOLID <br />BOTH CELLS HOOK (TYP.) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />I 3/16" x 3 -i/2" <br />TAPCON @ 16" <br />METAL SEAT PLATE <br />�, 1 X4 P.T. �, <br />NOTE: <br />O.C. & 4 FROM 3/16 x 3 -1/2 DOOR JAMB (REFER 1/2 DRYWALL <br />I 1 X 4 <br />LAP SHEATHING TO <br />EACH END W/ MIN DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR <br />DOOR JAMB (REFER ( <br />2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL <br />BOTTOM OF BAND <br />I TO SHT. SDW2-K1 <br />JOIST TYPICAL <br />FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 <br />FURRING <br />_ _f <br />2X8 P.T. WITH 3/16"0 X 3" <br />' +_2,� NOTC @FIRST COURSE <br />SIMPSON HGAM10KTA @ 12" O.C. <br />2x P.T. AS REQ D 2X8 P.T. LONG TAPCONS 2X8 <br />STAGGERED @ 16 O.C. <br />I ` <br />INTO BAND JOISTD& (4)1REWS <br />/4'"act 3/4" <br />K.O. <br />2x DETAIL 2 114" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL <br />NOTCH WEB AT THE <br />±5^ FIRST 2 COURSES <br />TITEN INTO BLOCK <br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC <br />FILLED CELL PER <br />FOUNDATION PLAN 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 list 4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />2'-0" 8, <br />�. SOLID W/GROUT <br />° <br />1 X 4 FURRING rr SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS <br />1 PLY PRE-ENGINEERED TRUSS <br />BLOCK HEADER ARCH BLKG. & BUCK <br />SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS <br />• " <br />1/2" DRYWALL - 1 * <br />SCREWS & (5)1/4".x 21/4" TITEN (IF TRUSS <br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d <br />, <br />8d NAILS AT 8" O.C. AT BUCK <br />SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) <br />, <br />2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE <br />BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION <br />n ;. <br />7/16" OSB 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 2 x 8 45 DIAGONAL BRACE AT EA. <br />OR <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER IrtsTRucTioNs. •° <br />SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS• <br />BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 ATEA. END <br />RETROFIT TRUSS DETAIL <br />• <br />OVERHANG-L. <br />° <br />CONNECT W/ 8d NAILS BRACE/ BLKG: <br />.. <br />N.T.S. <br />, <br />INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />ARCH FACES W (4} 10d NAILS THRU OSB INTO 2 x 8 PROVIDE WITHIN <br />RETROFIT WALL OVERHANG DETAIL <br />INTO ARCH BLKG. PER 4" MIN. OF BRACE <br />BRACE <br />DETAILS A DETAILS OR THRU <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />�1 <br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" <br />INSTALLATION -A PROVIDE TAPCON PER WDW. INSTALLATION <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <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 />IF TRUSSES USED W/ 3 #6 X 4%" WOOD <br />) O <br />* DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. <br />START OF ARC <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL <br />(2)10d NAILS @ 8" O.C. <br />4 MAX. RAD. <br />' <br />ARCH DETAIL <br />USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/ <br />k OV <br />FRy TO TRUSS TOP CHORD <br />AN <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />+ CE <br />+ NO'Ty <br />1 r-0° 51-011 <br />SCALE: N.T.S. SS <br />12 <br />+ PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY SEE <br />+ + <br />TRUSS COMPANY OR PLAN •. •' <br />2x6 #2-SYP @ 24" O.C. <br />+ + <br />+ + <br />OlLf 1NISH FLO <br />2 <br />x 8 BUCK - CONNECT TO BLOCK SECTION <br />+ BLOCKING AS <br />° <br />WITH <br />1/4" x 31/4" TAPCON (1 1/4" MIN. B.g <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />>, , 'p <br />EMBEDMENT INTO K.) <br />1/4" MAX <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />TRUSS + <br />° <br />° ° #5 BAR <br />BLOCK HEADER <br />2 -0 8% <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />+ SOFFIT <br />+ <br />' D <br />p 10 ° .' 4 ° . ° CENTERED W/ M <br />BLKG. & BUCK <br />2X6 TO 2X4 H2.5A <br />2X4 SYP ®° <br />° ° IN TOP o <br />1 X 4 FURRING <br />NAILS(10) <br />EACH TRUSS <br />; KNOCKOUT/ �l <br />— ° ° CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />2 8 DIAG. BRAGS B <br />2 x 8 VERT. W/ (2) 10dCONNECTOR <br />NAILS AT EA. END <br />PROVIDE MIN. <br />PROVIDE 2x • o a , <br />CONT. W/ <br />— <br />MONO FOOTING _ <br />PROVIDE x <br />T <br />(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 JI <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4" <br />JACK TRUSS PROVIDED BY <br />SCHED. <br />-I ' <br />LEAVE A CUT OUT IN O.S.B. ON TI <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />CLEAN FILL .� e n <br />2 x 8 VERT. BRACE(S) <br />INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />tENTER SO IT <br />DIRT b z <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />a'. °, <br />ffTANDARD 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 ° HOOK N <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 />4' MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'-0") <br />, <br />v : L. <br />INSTALL WDW, SCREW <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL <br />WALL USE 2 1/4" X 31/2" TAPCONS AT 16" <br />O <br />° <br />ANCHOR INTO ARCH BLKG. <br />THRU OSB INTO 2 x 8 <br />O.C. <br />PER INSTALLATION DETAILS <br />B-B <br />ARCH DETAIL rK <br />SECTION @ ENTRY L <br />SECTION @ ROOF EXTENSION M <br />STEMWALL FOOTING SIZE AND <br />RENF. PERLAN AND SIZE AND <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" =1'-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 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 />W.W.M. AT PERIMETER <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />1/2" NAILS TO STUDS & (1) - <br />PER ANCHOR <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) <br />(1) #5 BARS CONT. OCCURS <br />5/8" DIA. ALL THREAD ROD <br />"SET" <br />Z #5x6' EMBEDDED INTO EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING <br />TOP WITH MIN. 3" <br />EPDXIED w/ SIMPSON <br />o <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER <br />COVER 6'-011 <br />F'F' <br />EPDXY MIN. 6" EMBEDMENT & <br />to <br />g FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP <br />3"MIN. EDGE DISTANCE <br />M u1 NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />p cU <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />, Xp "♦� v —� T- <br />v a A <br />REINFORCING AS FOLLOWS: <br />* SEALANT=ILL <br />_ —_ <br />a 1 <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />g' ° I —T <br />* <br />— <br />#5x6` EMBEDDED INTO <br />PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL <br />' <br />—)— <br />EXISTING FOOTING (2) #5x6 IN CONC. <br />' I— <br />� rc, FILLED CELL <br />SMOOTH. DO NO FURROW: <br />s , .° — <br />. \ <br />N 3/4"x5" MI LE <br />DRILL N. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE o. " " o II t <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP <br />.p <br />g <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE <br />REMAIN FREE OF MORTAR. :. NOTE: <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 o <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT <br />a <br />4" 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 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 />16" MIN. 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 />_ <br />SCALE: 3/4 = i -0 <br />_ „ <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 />47 <br />r� <br />M <br />o <br />N <br />z � <br />z <br />V) (D <br />•Oun <br />w <br />m <br />(6 u <br />o Co <br />Co N <br />_ p <br />~ I3 <br />N cc-2 <br />® <br />..1 <br />000 <br />u <br />Y <br />wLL0 <br />6 Y fz <br />N <br />Q 0 <br />CpC1LB <br />a O <br />AN"C"B"D <br />s o. <br />C <br />W <br />I <br />_ N <br />aZ <br />Z W z <br />W LL <br />V <br />W �co a <br />Z O 2 <br />�. <br />N x <br />LL Z NQM ¢ Ca <br />W s tillRID <br />www.119ENG.Co <br />:° Q.......•. <br />�NS� <br />0 + �' <br />1�' CrESSIoN <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 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Oz <br />Lu <br />} <br />Lu <br />Uzoo <br />oix <br />ozd <br />z <br />v LU <br />m U <br />^LL`` <br />8Lu <br />'n <br />z z <br />C <br />z <br />OLu <br />V <br />Z <br />�-/ <br />W <br />. <br />o z <br />0 <br />0 <br />Wo�� <br />LUC) <br />< <br />cV <br />I� <br />ri <br />g <br />W�2¢ <br />Q <br />Nr <br />~ � <br />0 <br />Z <br />T-i <br />� a 2 tz <br />J <br />Lr) <br />W <br />Q <br />�Qzo <br />PQa <br />F <br />Uj <br />10 <br />M <br />c <br />Q <br />z <br />z <br />LUQ <br />g o <br />coo0 <br />In <br />zo <br />tu- <br />a <br />� <br />� <br />= <br />,-•I <br />d <br />U0 <br />o <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAM ES <br />VERSION NO. 4v0 <br />SHEEP NO. <br />SS <br />e LU <br />4u <br />K <br />