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I <br />f <br />C <br />E <br />DOORJAMB (REFER 1x4 1/2" DRYWALL <br />DOOR JAMB (REFER 1x4 1l2" DRYWALL DOOR JAMB (REFER114"2X8 <br />4U "4 DRYWALL <br />MAX <br />8„ UNACCEPTABLE INSTALLTION <br />TO PRODUCT P.T. <br />TO PRODUCT TO PRODUCT <br />APPROVAL FOR CON <br />PROPER INSTALLATION DO NOT DO THIS <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. <br />1x4 <br />1 X 4 <br />` #5 REBAR <br />(TYP,) ' <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />1x4 P.T. <br />I <br />3-1/4" LONG X 3/16"0 FURRING <br />" " <br />3/16 0 X 3 LONG FURRING 2 ROWS 3/16" x 3-1/2 <br />( ) <br />FURRING <br />#5 REBAR <br />AND NAILED W/ 8d COMMON @1) <br />6" O.C. EDGES AND 12" O.C. FIELD <br />2X BOTTOM PLATE W/ d @ <br />O.C., 2 ROWS STAGGERED <br />INTO <br />TAPCONS TAPCON @ 16" O.C. & <br />STAGGERED @ 16" <br />(nP') `'TAPCON. <br />BLOCK@ SPACING " <br />1 DETAIL <br />1x8 P.T. FROM EACH END w/ M.1X8 <br />O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH <br />I PER MANUFACTURE <br />MASONRY THROUGH �� <br />1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 311 DETAIL <br />f 90° HOOK (TYP.) <br />STD. 90A ` �I <br />2x BAND JOIST W/ FACE NAIL 10d <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. <br />FILL SOLID BOTH CELLS <br />HOOK (TYP.) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />3/16" x 3 -1/2" <br />TAPCON @ 16" <br />DOOR JAMB ( REFER <br />1x4 P.T. TO PRODUCT <br />METAL SEAT PLATE <br />O.C. & 4" FROM <br />DOOR JAMB (REFER APPROVAL FOR CONN. <br />DRYWALL71L <br />EACH END W/ MIN <br />DOOR JAMB (REFER*2" <br />TO PRODUCTNOTE: <br />LAP SHEATHING TO <br />BOTTOM OF BAND <br />TO PRODUCTGE DIST. <br />2x8 P.T. w/ (2) ROWS 3/16" <br />APPROVAL FOR CONN.WPT <br />' ` <br />JOIST TYPICAL <br />APPROVAL FOR CO <br />x 3-1/2" TAPCON @ 16" <br />(2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH <br />01x4 Z1/2" <br />1x4 <br />— J <br />TAPCON @ 16" O.C. &END w/ MIN. 2" EDGE DIST. <br />4" FROM EACH END w/' <br />ATTACH SECOND PLY w/ <br />FURRING <br />+_2" <br />NOTC FIRST COURSE <br />SIMPSON HGAM10KTA 12" O.C. <br />@ <br />..AS REQ'D <br />" .. <br />MIN. 2 EDGE DIST. (2) ROWS 10dx3" x <br />WEB <br />INTO BAND JOISTD& (4)1REWS <br />/4'SQ 3/4" <br />2xDETAIL <br />21 /4" DETAIL STAGGERED @ 12" 0' 3-1 <br />/411 DETAIL <br />+5^ <br />FNOTCH <br />AT IRST 2 COURSES E <br />TITEN INTO K.O. BLOCK <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS �CC <br />LED 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 />SCALE: N.T.S. <br />SS <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />no SECTION <br />A -A <br />UPLIFT CAPACITY = 805 # FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />=1610 # FOR 2 STRAPS <br />' FILL 1st4 COURSES <br />� <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />2'-0" <br />8" <br />SOLID w�GRouT <br />Ir <br />1 PLY PRE-ENGINEERED TRUSS <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />1l4" x 31/4" TAPCONS <br />BLOCK HEADER ARCH BLKG. & BUCK <br />SIMPSON HM9KTw/(4)1/4"x1 1/2" SDS <br />1/2" DRYWALL * <br />SCREWS & (5)1/4" x 21/4" 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"x21/4" TITEN = 2150 #) <br />2 x 8 45^ DIAGONAL (4)10d NAILS INTO <br />LEAVE A CUT OUT IN O.S.B. ON THE <br />• . <br />BRACE(S) 2 x 8 BRACE/ BLKG. <br />INSIDE TO ALLOW FOR INSULATION <br />. <br />` <br />7/16" OSB <br />TO BE INSTALLED <br />BOND BEAM OR CAST IN PLACE BEAM <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR <br />POLY-CELL IN THIS AREA <br />DIAGONAL <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. ! ' �•�' <br />:. <br />SCRIBE (NOTCH) <br />FACE OF W/ (3) Od NAILS <br />.:.• .; <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />OVERRAN <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INSTALL WDW. SCREW ANCHOR­-,1•' <br />PROVIDE TAPCON WITHIN <br />N.T.S. <br />INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 <br />4" MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />RETROFIT WALL OVERHANG DETAIL (NTS) <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 />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />OTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. <br />START OF ARC <br />SCREWS @ 16" O.C..C. MAX. OR IF MASONRY WALL <br />NAILS @ 8" O.C. <br />ARCH DETAIL <br />4' MAX. RAID. <br />i <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ <br />x p�F TO TRUSS TOP CHORD <br />RygN TO TRUSS <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />�FNGTy <br />r-On 5r-Orr <br />SCALE: N.T.S. <br />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 />OJUINISH FLO <br />2 x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ + BLOCKING AS <br />° <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />EMBEDMENT INTO .) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />" <br />/_'1/4 MAX <br />2'-0" 8- <br />TRUSS + SOFFIT <br />+ <br />, o #5 BAR <br />BLOCK HEADER t SOLID BLKG. AT TOP BTWN. ARCH <br />O SIMPSON <br />5 12d NAILS <br />+ <br />p 10" p , CENTERED W/ g <br />BLKG. &BUCK <br />2X6 TO 2X4 <br />2X4 SYPc <br />IN TOP 9 <br />° M <br />1 X 4 FURRING <br />8d NAILS <br />EACH TRUSS <br />, t� NOCKOUT / 04 <br />° CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d <br />NAILS AT EA. END <br />i PROVIDE 2 x 8 DIAG. BRACE B <br />PROVIDE (2) MIN. <br />DE 2x <br />CO TPROVI W/ (3) <br />CONNECTOR � <br />— <br />MONO FOOTING - _— ' D <br />•o o ° <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />12d NAILS <br />SEE LINTEL <br />SIZE AND REINF. PER PLAN <br />-I <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4" <br />JACK TRUSS PROVIDED BY <br />SCHED. 7LEAVE <br />AND SECTION DETAILS <br />1 <br />A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />-� ° <br />2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SO IT <br />CLEAN FILL D D ° z <br />DIRT <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />4'-0"MAX SEE PLAN <br />PRECAST LINTEL <br />° STANDARD c <br />SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />9Y HOOK N <br />#5 BAR IN <br />TO FIT ARCH CONNECT W/ <br />START OF ARC <br />IF TRUSSES USED) W/ (2) #6 X 4%' WOOD <br />FOR OVER HANG <br />FILLED CELL <br />8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />4 MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'-0") <br />- J - <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 THRU OSB INTO 2 x 8 <br />O.C. <br />Ai �. \ o ^ �• � o ^ �. a o ^ n. ` a A' �•UK <br />ANCHOR INTO ARCH BLKG. <br />PER INSTALLATION DETAILS ARCH DETAIL K <br />SECTION @ ENTRY L <br />SECTION @ROOF EXTENSION M <br />STEMWALL FOOTING SIZE AND <br />REINF. <br />B-g <br />PERLAN AND STEMWALL <br />MONO TO STEMWALL FOOTING <br />SCALE: N.T.S. SS <br />SCALE: 3/4" = V-0" SS <br />SCALE: 3/4" =1'-0" SS <br />SECTION DETAILS <br />SCALE: 3/4" =1'-0" <br />f 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 30 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 />s 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 />= BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />ANCHOR <br />W.W.M. AT PERIMETER <br />SIMPSON HTT4 w/ (18)10d x 1 <br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. <br />1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />1/2" NAILS TO STUDS & (1) - <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />PER ANCHOR <br />9 ga. PANEL ) <br />(1) #5 BARS CONT. <br />TOP WITH MIN. 3" OCCURS <br />5/8" DIA. ALL THREAD ROD <br />EPDXIED w/ SIMPSON "SET' 1 <br />r #5x6' EMBEDDED INTO EXISTING BOND BEAM <br />z <br />i IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />COVER 6'-0" <br />EPDXY MIN. 6" EMBEDMENT & <br />N <br />-s 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 />11' Uj NON SHRINK GROUT. <br />' LAP REINFORCING NOT LESS THAN 6 INCHES WHEN IT IS NECESSARY TO USE MORE <br />° <br />O 0 <br />'- THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />. <br />Uj a A <br />REINFORCING AS FOLLOWS: <br />SEALANT <br />v 0- <br />1 <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />g <br />3 PRESS PANEL REINFORCING INTO PLACE. <br />6" MIN. LAP SPLICE W/ <br />t,' <br />o <br />V z #5x6' EMBEDDED INTO <br />¢ EXISTING FOOTING (2) #5x6' IN CONC. <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />`n FILLED CELL <br />SMOOTH. DO NO FURROW.LO <br />w <br />DRILL 3/4"4"MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE o, p > <br />` <br />SET BAR IN EPDXY <br />3 FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />: A' <br />s G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE NOTE: <br />M <br />3 REMAIN FREE OF MORTAR. <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <br />- <br />r ' <br />_' H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />o ° <br />\`a <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />° <br />4" SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />GLASS BLOCK DETAIL <br />\ ; <br />#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 />C <br />16MIN. COVER EA. WAY <br />" <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 />, " <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"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 />u l�J IJ <br />V' <br />U <br />Z M <br />o <br />z�z <br />J <br />d <br />cn U' <br />-J w <br />� o <br />•up <br />w <br />�N U <br />mn <br />I.— <br />8 <br />cli <br />dC; <br />Cl) <br />�' <br />U" <br />c Ne <br />N <br />o <br />o <br />�iz- <br />¢ 0 <br />U <br />,n v <br />cz Q d <br />E D.�d <br />_ N N <br />N <br />0) 00 <br />wploz <br />fi z <br />�. <br />a LL^§ w <br />CHO.. < <br />o <br />o°9 <br />04 e <br />1►CD 1 I <br />••••rp COM <br />Q <br />�• 5 �O cv <br />; <br />�• <br />F L O <br />/�lJlflllll' 0 <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 portions of the drawing pages bearing <br />Engineers signature and seal. <br />LE N NAR <br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607 <br />www. Len narTa mpa. com <br />W <br />za <br />=go <br />z <br />�zw <br />L j N <br />z <br />C <br />N <br />"a <br />W <br />U <br />a <br />� <br />0 <br />J <br />LJJ <br />u.r 5� <br />U 0 W!� <br />Z <br />� <br />�Ra <br />Ln <br />LU <br />Q <br />Z <br />a <br />uj <br />rN-I <br />Z <br />g8 <br />m <br />O <br />rn <br />g <br />Uj <br />= <br />ui <br />f <br />rn <br />SCALE : AS NOTED <br />DATE : 5/7/2019 <br />TECH: FFLORES <br />VERSION N0. 4n0 <br />SHEET NO. <br />SS <br />