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�t- <br />0 <br />CN <br />O <br />L0 <br />t <br />a <br />x <br />O <br />O <br />r` <br />0 <br />L0 <br />I <br />v <br />v <br />3 <br />O) <br />O <br />i <br />O <br />0_ <br />E <br />E <br />O <br />0 <br />v <br />J <br />Cn <br />LZ <br />0 <br />U <br />O <br />0 <br />V <br />U <br />N <br />0 <br />i <br />0 <br />v <br />U <br />J <br />0 <br />t2 <br />0 <br />0 <br />d <br />N <br />0 <br />w <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 />DOOR JAMB REFER <br />( P.T. <br />TO PRODUCT <br />TO PRODUCT TO PRODUCT <br />APPROVAL FOR CONN. <br />PROPER INSTALLATION MAX. $ 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 (TYP,) ' <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />1x4 P.T. <br />3-1/4" LONG X 3/16"� FURRING <br />3/16"� X 3" LONG FURRING 2 ROWS 3/16" x 3-1/2" <br />TAPCONS () <br />FURRING <br />#5 REBAR ` <br />AND NAILED W/ 8d COMMON <br />6" O.C. EDGES AND 12" O.C. FELD <br />�( BOTTOM PLATE W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />STAGGERED @ 16 11 TAPCON @ 16" O.C. & 4" <br />2X8 <br />(TYP,) ` <br />' <br />BLOCK@ SPACING " <br />PER MANUFACTURE 1 DETAIL - <br />1x8 P.T. FROM EACH END w/ MIN. <br />O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH <br />1X8 <br />STD. 90° HOOK (TYP.) <br />2x BAND JOIST W/ FACE NAIL 10d <br />JOIST <br />MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS �� <br />3 DETAIL <br />` <br />STD. 90^ <br />@TOP & TTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. <br />FILL OLID S <br />BOTH <br />HOOK (TYP.) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />3/16" x 3 -1/2" <br />1x4 P.T. DOOR JAMB (REFER <br />METAL SEAT PLATE <br />TAPCON @ 16" <br />O.C. & 4" FROM <br />DOOR JAMB (REFER TO PRODUCT <br />TO PRODUCT APPROVAL FOR CONN. <br />1x4 1/2" DRYWALL <br />NOTE: <br />LAP SHEATHING TO <br />DOOR JAMB (REFER EACH END W/ MIN. <br />TO PRODUCT 2" EDGE DIST. <br />APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/161, <br />BOTTOMND <br />x 3-1/2" TAPCON @ 16" <br />TYPICAL <br />APPROVAL FOR CONN. <br />(2) ROWS 3/16 x 3-1/2 O.C. & 4" FROM EACH <br />1x4 <br />FURRING <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 />- <br />NOTC F� @FIRST COURSE <br />SIMPSON HGAMIOKTA 12" O.C. <br />�° <br />w/ (4)1/4x1 1/2" SDS SCREWS <br />2x P.T. AS REQ'D <br />MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 <br />` <br />` <br />INTO BAND JOIST & (4)1/4"x2 3/4" <br />TITEN INTO K.O. BLOCK <br />2x DETAIL <br />2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 <br />/411 DETAIL <br />+5^ <br />NOTCH WEB AT THE <br />FIRST 2 COURSES <br />` <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />FILLED CELL PER <br />FOUNDATION PLAN 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: 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 />7SOLID <br />-A <br />= 1610 #FOR 2 STRAPS <br />FILL 1St4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />SOLID WIGROUT <br />•" <br />BLKG. AT TOP BTWN. 2 -0 <br />1 X 4 FURRING Ir <br />8 <br />1 PLY PRE-ENGINEERED TRUSS <br />• " <br />BLOCK HEADER ARCH BLKG. &BUCK <br />1/4" x 31/4" TAPCONS <br />• <br />' <br />' '"• <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 #)2 <br />x 8 45' DIAGONAL (4)10d NAILS <br />7ENO <br />LEAVE A CUT OUT IN O.S.B. ON THE <br />BRACE(S) 2 x 8 BRACE/ <br />INSIDE TO ALLOW FOR INSULATION7/16" <br />OSB <br />TOBEINSTALLED <br />BOND BEAM OR CAST IN PLACE BEAMCONTACT <br />FOR OVERHANGS BETWEEN OVER 11/2"BUILT <br />UP PLWD. BUCK ARCH PANEL CUT H.B. FOR <br />POLYIS AREA <br />2 x 8 45 DIAGONAL BRACE AT EA. <br />ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. <br />SCRIBE (NOTCH) <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 <br />FACE OF ARCH W/ (3)10d NAILSOVERHAN <br />EA. END <br />RETROFIT TRUSS DETAIL <br />;AT 4 <br />tA <br />CONNECT W/ 8d NAILS BRACE/ BLKG.2 <br />N.T.S. <br />INSTALL WDW. SCREW ANCHOR x4 SOLID BLKG. FULL WIDTH OF WALL BTWN. OSB <br />.. <br />INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 <br />PROVIDE TAPCON WITHIN <br />RETROFIT WALL OVERHANG DETAIL NTS <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />4" MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <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 2'-6" TO 4'-0" O.H. <br />NHANGS LESS THAN 3/4" - NO REPAIR REO'D. <br />OTE: FOROVER <br />START OF ARC <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL <br />(2)10d NAILS @ 8" O.C. <br />ARCH DETAIL <br />J <br />4' MAX. RAD. <br />USE (1) SIMPSON 1/2" HID TITEN (CENTERED) w/ <br />x0 <br />TO TRUSS TOP CHORD <br />LFRyq� <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />+ c FNQT <br />j r -O rr 5 -O " <br />SCALE: N.T.S. <br />SS <br />12 <br />+ + N PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY <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 />A <br />+ + <br />° <br />WITH <br />1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B B <br />ROOF SHEATHING ATTACHED <br />RED <br />+ REQUII <br />D D _ <br />1/4" MAX EMBEDMENT INTO .) <br />PER NAILING SCHEDULE <br />ALL <br />TO SUPPORT <br />° p #5 BAR <br />2 0 8 <br />TRUSS + + SOFFIT <br />° . pD p 10 •4 <br />° CENTERED W/ <br />[:�:SOLID <br />BLOCK HEADER <br />BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />+ <br />° <br />°� 9 H IN TOP <br />1 X 4 FURRING <br />BLKG. &BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />8d NAILS <br />2X4 SYP . e <br />EACH TRUSS <br />o ° CD <br />KNOCKOUT / N <br />CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />PROVIDE 2 x 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. W/ <br />CONNECTOR <br />MONO FOOTING <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 -I <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 T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <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 Z <br />TO BE INSTALLED <br />000, <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />° STANDARD o <br />(NOTCH) BACKSIDE <br />SCRIBE NOTCH <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />P 90 HOOK N <br />#5 BAR IN <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4'Y? WOOD <br />FOR OVER HANG <br />� �4 . <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, SCREWsk <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL <br />4' MAX. RAID. <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />° ° ° ° ° ° <br />ANCHOR INTO ARCH BLKG. <br />THRU OSB INTO 2 x 8 <br />O.C. <br />" ' " "� '° " ' <br />PER INSTALLATION DETAILS <br />B-B <br />ARCH DETAIL K <br />SECTION @ENTRY L <br />SECTION @ROOF EXTENSION j� <br />STEMWALL FOOTING SIZE AND <br />REINF. 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" = 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 />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 />(1) #5 BARS CONT. <br />1/8" NAILS L STUDS & O - <br />NAILHTT4 U S & (1d <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 />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING <br />{ <br />REINFORCING <br />COVER 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 <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 />� ` <br />LL '-'-' <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />p c� <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />o u p <br />LU a <br />A <br />REINFORCING AS FOLLOWS: <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />— <br />e — — — T <br />n <br />j <br /># EMBEDDED INTO <br />PRESS PANEL REINFORCING INTO PLACE. <br />n <br />1 / <br />6 MIN. LAP SPLICE W <br />.p' .p I - <br />— � — <br />U Z <br />x6' <br />EXISTING FOOTING 2 #5x6 IN CONC. <br />( ) <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />"' <br />¢ <br />N <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />I= <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 />GRADE p, > . p I <br />SET BAR IN EPDXY ?: <br />- .. <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />"' z <br />00010 <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <br />r p <br />` <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />, ° <br />��a <br />4" SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />GLASS BLOCK DETAIL <br />\ p (2) #5 RE BAR. 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 />j 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 />1 <br />0 � <br />0 <br />Cq <br />z N O <br />z <br />z <br />a <br />d N <br />o <br />v 0 LL <br />V= Y <br />(>3 w g <br />o a <br />w <br />G) N c E <br />U CO <br />� <br />�- E <br />0 8 <br />mj..., <br />z . <br />sw z <br />U '0 <br />c �' u <br />¢ 0 <br />° <br />Q <br />m <br />N N <br />b <br />o� <br />� Z LU z <br />LU QV' z a <br />=LL oti <br />ci a' C, <br />ingW -O <br />.w .8, g$ o <br />0 Pa W <br />v, c N 3 <br />a m o r y <br />LL W <br />OW <br />ro.w. <br />U�o xe" <br />••�■' <br />F 1. 0 <br />4v <br />� <br />" F W O"� <br />4 <br />E <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 />W <br />co <br />M <br />y¢ <br />o <br />z <br />LL_ <br />Q E <br />� <br />a L <br />E o <br />w= <br />z® <br />Da <br />NU <br />C <br />�� <br />UO <br />°� <br />o E <br />N <br />Wz <br />00 <br />QZ <br />w= <br />w <br />d L <br />C <br />Y <br />y <br />mO <br />0 <br />z <br />m <br />Q W <br />N <br />F <br />� <br />Z 0O <br />Z. <br />(� <br />¢O <br />F� <br />o <br />yz <br />wZ <br />=F <br />-o <br />O <br />co <br />ZI¢ <br />nF <br />UU <br />°O <br />nL1 <br />`WJ <br />■— <br />r <br />M <br />C) <br />Q <br />C <br />� <br />m <br />� <br />c <br />o <br />� <br />J TO <br />U ) <br />of <br />1 rn 04 <br />N <br />r <br />T <br />ca <br />M y <br />o <br />Z <br />C <br />E Oy <br />C <br />a <br />U _j Q cc 0 <br />°i <br />JOB <br />NO: 19-5907 <br />SCALE : AS NOTED <br />SHEET NO. <br />SS <br />TrT _-F-77—t - <br />IIIII�II'.I-1 i I � � <br />