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3 <br />-o <br />L <br />c <br />CD <br />a <br />LO <br />I <br />a <br />0 <br />0 <br />0 <br />LO <br />I <br />d <br />v <br />Q <br />Q7 <br />N <br />E <br />W <br />E <br />O <br />C <br />c <br />r <br />0 <br />U <br />i <br />U <br />0 <br />i <br />a <br />0 <br />0 <br />0 <br />ti <br />0 <br />r•h <br />v <br />0 <br />0 <br />N <br />v <br />0 <br />W <br />m <br />v <br />cn <br />1x4 1/2" DRYWALL <br />1/2" DRYWALL DOOR JAMB REFER <br />DOOR JAMB (REFER 1x4 ( <br />1x4 1/2" DRYWALL <br />UNACCEPTABLE INSTALLTION <br />, <br />DOOR JAMB (REFER <br />TO PRODUCT P.T. <br />TO PRODUCT TO PRODUCT <br />APPROVAL FOR CONN. <br />PROPER INSTALLATION MAX. <br />$ <br />♦ DO NOT DO THIS <br />2"xBOT. 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 />2X BOTTOM PLATE 4" <br />lx4 P.T. <br />3-1/4" LONG X 3/16"0 FURRING <br />3/16"0 X 3" LONG FURRING � „ <br />2 ROWS 3/16 x 3-112 <br />( ) <br />TAPCONS <br />FURRING <br />#5 REBAR <br />AND NAILED W/ 8d COMMON @ <br />6' O.C. EDGES AND 12" O.C. FIELD <br />W/ 8d @ <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />TAPCON 16" O.C. & 4"LL11X8 <br />STAGGERED @ 16 <br />X8 <br />(TYP,) <br />♦ <br />' <br />BLOCK@ SPACING 1� <br />PER MANUFACTURE 1 DETAIL <br />1x8 P.T. FROM EACH END w/ MIN. <br />O.C. 2-ROWS INTO „ <br />2 EDGE DIST. ATTACH <br />`STD. 90° HOOK (TYP.) <br />2x BAND JOIST W/ FACE NAIL 10d <br />MASONRY THROUGH 1-1 /211 DETAIL 1 x8 w/ (2) ROWS 8d NALS �� <br />3 DETAIL <br />STD. 90^ ` <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. <br />FILL SOLID <br />LILDLS <br />BOT3/16" <br />HOOK (TYP.) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEBME <br />x 3 -1/2" <br />TAPCON @ 16" <br />DOOR JAMB (REFER <br />1x4 P.T. TO PRODUCT <br />SEAT PLATE <br />O.C. & 4" FROM <br />DOOR JAMB (REFER APPROVAL FOR CONN. <br />1x4 1/2" DRYWALL <br />NOTE: <br />DOOR JAMB (REFER EACH END W/ MIN <br />2" EDGE DIST. <br />TO PRODUCT <br />APPROVAL FOR CONN, 2x8 P.T. w/ (2) ROWS 3/16 <br />' ♦ <br />LAP SHEATHING TO <br />BOTTOM OF BAND <br />TO PRODUCT <br />x 3-1/2" TAPCON @ 16" <br />JOIST TYPICAL <br />APPROVAL FOR CONN. <br />(2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH <br />1x4 <br />— J <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 />FURRING <br />+ <br />' _2" <br />NOTC @ FIRST COURSE <br />SIMPSON HGAM1OKTA @ 12" O.C. <br />wl 4 1/4x1 1/2"SDS SCREWS <br />2x P.T. AS REQ'D <br />MIN. 2" EDGE DIST. (2) ROWS 10dx3" <br />2x8 <br />I <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 />FILLED CELL PER <br />FOUNDATION PLAN <br />FILLED CELL INSTALLATION <br />KH <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. <br />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 <br />SECTION <br />UPLIFT CAPACITY = 805 #FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />A -A <br />=1610 # FOR 2 STRAPS <br />' FILL 1st4COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />SOLID wlGROUT <br />tf 2'-0" <br />8" <br />1 PLY PRE-ENGINEERED TRUSS <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />1/4" x 31/4" TAPCONS <br />.`.� <br />BLOCK HEADER ARCH BLKG. &BUCK <br />SIMPSON HM9KT w/ (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"x2 1/4" TITEN = 2150 #) <br />2 x 8 45' DIAGONAL (4)10d NAILS INTO <br />LEAVE A CUT OUT IN O.S.B. ON THE <br />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 110 <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 DIAGONAL BRACE AT EA. <br />CONTACT ENGINEER of RECORD FOR <br />FURTHER INSTRUCTIONS. '• <br />SCRIBE (NOTCH) <br />BACKSIDE TO FIT ARCH 2 x 8 <br />FACE OF ARCH W/ (3) 10d NAILS <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />. <br />OVERRAN :�` , , <br />.... • <br />CONNECT W/ 8d NAILS BRACENBLKGINTO <br />N.T.S. <br />2 x . (L WDF WAL} BTWN, <br />INSTALL WDW. SCREW ANCHOR 4 SOLID BLKGFULITH OLO <br />ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 <br />SB <br />PROVIDE TAPCON WITHIN <br />1 •' <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />INTO ARCH BLKG. PER 4" MIN. OF BRACE <br />INSTALLATION DETAILS A <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />-A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR <br />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 1 112" <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 2'-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 />10d <br />(TO <br />ARCH DETAIL <br />4' MAX. RAD. <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ <br />O� <br />X FR TRUSS2) <br />OP CHORD <br />yqN <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />+ �F <br />NOT <br />11-01I 51-0" <br />SCALE: N.T.S. <br />SS <br />12 <br />+ + PLYWOOD SHEATHING <br />H <br />JACK TRUSS PROVIDED BY SEE <br />+ + <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />+ + <br />+ + <br />INISH FLO <br />2 <br />x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />BLOCKING AS <br />+ <br />° <br />WITH <br />1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />> D D 4> <br />„ EMBEDMENT INTO K.) <br />1/4 MAX <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />TRUSS + <br />° .. ° D <br />#5 BAR <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />2,_0„ 8„ <br />(5)12d NAILS SIMPSON <br />SOFFIT <br />+ + <br />+ <br />D t> • <br />p 10" a o p ° ° CENTERED W/ <br />D <br />1 X 4 FURRING <br />BLKG. & BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />8d NAILS <br />2X4 SYP r s <br />EACH TRUSS <br />D °D 9 H IN TOP o <br />° <br />KNOCKOUT/ iv D. <br />°� CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />PROVIDE 2 8 DIAG. BRACE B <br />2 x 8 VERT. W/ (2)10d <br />NAILS AT EA. END <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. WI <br />CONNECTOR <br />MONO FOOTING _ <br />..D o D °E: <br />x <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />(3} <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 D ° ° <br />2 x 8 VERT. BRACES <br />() <br />INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />EENTER SO IT <br />DIRT z <br />TO BE INSTALLED <br />00, <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 ° 90` HOOK N <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4'Y? 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 />o p o - 197 , - <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 />� <br />INSTALL WDW, SCREW <br />THRU OSB INTO 2 x 8 <br />_j <br />O.C. <br />a "' ` "- 4 � "- ` "-sk <br />"- <br />ANCHOR INTO ARCH BLKG. <br />PER INSTALLATION DETAILS <br />B"gMONO <br />ARCH DETAIL rK <br />SECTION @ ENTRY L <br />SECTION @ ROOF EXTENSION M <br />STEMWALL FOOTING SIZE AND <br />REINF. PERLAN AND STEMWALL <br />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 />w/ 1 x 1 <br />SIMPSON2" <br />MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" <br />( ) <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. <br />1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />NAILHTT4 <br />1/2" NAILS TO STUDS & (1) - <br />S 1) <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />9 ga. PANEL PER ANCHOR) <br />(1) #5 BARS CONT. OCCURS <br />5/8" DIA. ALL THREAD ROD <br />"SET" <br />� <br />#5x6' EMBEDDED INTO EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />TOP WITH MIN. 3" <br />EPDXIED w/ SIMPSON a <br />Z <br />0 <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />( EVERY OTHER <br />COVER 6'_0" F F <br />EPDXY MIN. 6" EMBEDMENT & ` <br />" <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) <br />3MIN. EDGE DISTANCE <br />LU <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />EXPANSION STRIP <br />u- <br />0 0 <br />NON SHRINK GROUT. <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />° <br />o o r <br />w a <br />A <br />REINFORCING AS FOLLOWS: <br />„ PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />:. c o .I I =T=I �; <br />— — <br />I-1 I I � �I I <br />I— <br />1 <br />- <br />g <br />� <br />PRESS PANEL REINFORCING INTO PLACE. <br />- <br />'' ;:."`:r`::'':; ,.,.• .::: ::.:::' ,':.:•:'.: ':`': ;�.:•..,.>: <br />. .. . , o 11= _ = —"'—'-" <br />m <br />v z <br />#5x6' EMBEDDED INTO <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />6 MIN. LAP SPLICE WI <br />REINFORC NG PANEL I <br />.o — <br />— — _ <br />-TI I- <br />� g <br />¢ - <br />� <br />, <br />EXISTING FOOTING (2) #5x6 IN CONC. <br />FILLED CELL <br />SMOOTH, DO NO FURROW. <br />F <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 />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6 MIN. LAP <br />o ' ;. , P —III- <br />GRADE p . <br />SET BAR IN EPDXY <br />O <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />° a <br />n <br />REMAIN FREE OF MORTAR, <br />NOTE: <br />M <br />z_ <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <br />cal <br />• o <br />` <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />° <br />° <br />` a <br />` <br />4" SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />GLASS BLOCK DETAIL <br />\ <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 �+E <br />ON <br />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 MAYBE 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 />0 <br />N <br />� <br />o 0 <br />o cq�o <br />o a <br />z <br />J1/ <br />�I J M <br />d N <br />N Z a <br />� o <br />� <br />W o <br />a <br />DO W <br />Ln <br />w. <br />U CO <br />agow <br />i <br />U o m <br />tti '53 <br />® Q <br />N <br />�2 z <br />Z z <br />� <br />U <br />� �M�zo .a <br />� LL o 8 <br />W Hz a <br />dm� w <br />W <br />z �taiI <br />o _� VA <br />a N � r� Q� <br />� <br />i W <br />ZLU <br />• S E <br />� �' <br />-.,; •° rem e <br />- <br />4P <br />`off. Of: L S 5 IC <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. 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 />C:" <br />w <br />Z <br />M <br />o <br />a <br />LL.0 <br />G2 E <br />=z <br />WO <br />ZZ m <br /><N <br />o" <br />N V <br />¢ O <br />U K <br />�O <br />O <br />N <br />L <br />as <br />a <br />¢o <br />6 <br />S <br />a� <br />Mw <br />w <br />ru <br />c <br />❑ <br />Zz= <br />O Y <br />U <br />tim <br />mo <br />0, <br />Z <br />N <br />', <br />¢"' <br />aw <br />v7 <br />a <br />p ¢J <br />ZQz <br />OU <br />CL <br />C) <br />wu <br />�o <br />az <br />�w <br />_ <br />C:)w <br />N. <br />ao <br />O <br />CO <br />a 2 <br />OF <br />�O <br />0 <br />> d. <br />W <br />O <br />32 <br />1..� <br />O <br />3 <br />O <br />LO <br />04 N <br />r <br />T <br />r Cfl <br />hi <br />m <br />.� M CV <br />: N N <br />o <br />Z <br />Z <br />E o <br />E <br />ra <br />a <br />U _j Q p <br />JOB <br />NO : 19-5900 <br />SCALE : AS NOTED <br />SHEET NO. <br />SS <br />U, <br />