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3 <br />e <br />LO <br />I <br />rn <br />i <br />a <br />L0 <br />CV <br />00 <br />J <br />i <br />w <br />C <br />Q <br />Q/ <br />C) <br />i <br />`v <br />Ci <br />X <br />0 <br />a <br />i <br />li <br />0 <br />LZ <br />N <br />M <br />s <br />a <br />N <br />r <br />r, <br />0 <br />W <br />0 <br />1x4 1/2" DRYWALL <br />DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER <br />1x4 1/2" DRYWALL <br />� UNACCEPTABLE INSTALLTION <br />� <br />DOOR JAMB (REFER <br />TO PRODUCT P.T. <br />TO PRODUCT <br />TO PRODUCT APPROVAL FOR CONN. <br />—� <br />MAX. 8'I <br />PROPER INSTALLATION DO NOT DO THIS <br />' <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />APPROVAL FOR CONN. , / <br />1x4 P.T. <br />APPROVAL FOR CONN. <br />� 1 x4 <br />/ 1 X 4 <br />` <br />#5 REBAR TYP, <br />( ) ' <br />3/4" PLYWOOD DECKING GLUED - <br />r <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d @ 4" <br />3-1/4" LONG X 3/16"� � FURRING <br />3/16"� X 3" LONG FURRING � <br />(2) ROWS 3/16' x 3-1/2' <br />TAPCONSLL11X8 <br />/ FURRING <br />#5 REBAR <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />STAGGERED @ 16" TAPCON @ 16 O.C. & 4X$ <br />(TYP,) <br />` <br />' <br />r- <br />BLOCK@SPACING <br />1" DETAIL <br />1x8 P.T. FROM EACH END w/MIN. <br />O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH <br />PER MANUFACTURE <br />MASONRY THROUGH �� 1x8 wl 2 ROWS 8d NALS <br />1-1 /2 DETAIL () 3 <br />�� <br />DETAI L <br />� <br />STD. 90 ` _I <br />f D. 90° HOOK (TYP.) <br />2x BAND JOIST W/ FACE NAIL 10d <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1 x8 P.T. STAGGERED @ 12 O.C. <br />FILL SOLID <br />BOTH CELLS <br />HOOK (TYP.) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />3/16" x 3 -1/2" <br />TAPCON @ 16" <br />1x4 P.T. DOOR JAMB (REFER <br />TO PRODUCT <br />METAL SEAT PLATE <br />O.C. & 4" FROM <br />DOOR JAMB (REFER <br />APPROVAL FOR CONN. <br />1xq 1/2" DRYWALL <br />11L 0/�j <br />/71 <br />NOTE: <br />DOOR JAMB (REFER EACH END W/ MIN. <br />TO PRODUCT <br />LAP SHEATHING TO <br />BOTTOM OF BAND <br />TO PRODUCT 2" EDGE DIST. <br />APPROVAL FOR CONN. /' /� % 2x8 P.T. w/ (2) ROWS 3/16" <br />/i x 3-1/2" TAPCON @ 16" <br />` <br />JOIST TYPICAL <br />APPROVAL FOR CONN. % / <br />(2) ROWS 3/16" x 3-1/2" i ' '% O.C. & 4" FROM EACH <br />1x4 <br />— -J �% <br />TAPCON 16" O.C. & <br />°� END wl MIN. 2"EDGE DIST. <br />4" FROM EACH END w/ 2x8 P.T. <br />FURRING4h, <br />+2" <br />NOTC @ FIRST COURSE <br />SIMPSON HGAMIOKTA @ 12" O.C. <br />ATTACH SECOND PLY w/ <br />' - <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" 2x8L <br />mi4INTO <br />I <br />` <br />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 />/4" DETAIL <br />t511 <br />NOTCH WEB AT THE <br />FIRST 2 COURSES—E <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 />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 />EMBEDMENT INTO BLK.) 1/4" MAX <br />SOLID WIGROUT <br />R 2'-0" <br />8 <br />1 PLY PRE-ENGINEERED TRUSS <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />1/4" x 3 1/4" TAPCONS <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 2 1/4" 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 />;, �. •: <br />2 x 8 45A DIAGONAL (4) 10d NAILS INTO <br />LEAVE A CUTOUT IN O.S.B. ON THE <br />BRACES <br />() 2 x 8 BRACE/ BLKG. <br />INSIDE TO ALLOW FOR INSULATION <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 />CONTACT ENGINEER of RECORD FOR <br />FURTHER INSTRUCTIONS. <br />SCRIBE (NOTCH) POLY CELL IN THIS AREA <br />2 x 8 45 DIAGONAL BRACE AT EA. <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 <br />FACE OF ARCH W/ (3)10d NAILS <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />OVERHANG-1:"` . <br />:• <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />.,,:. <br />N.T.S. <br />•* ~•�• <br />x . () . <br />INSTALL WDW. SCREW ANCHO 2 4 SOLID BLKG. WIDTH OF WALLBTWNOSB <br />INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN <br />••f <br />RETROFIT WALL OVERHANG DETAIL <br />(NTS) <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />4" MIN, OF BRACE <br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <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 314" TO 1 112" <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF <br />ARCH <br />, .I <br />IF TRUSSES USED) W/ (3) #6 X 4/s WOOD <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 />/ <br />NAILS @ 8" O.C. <br />ARCH DETAIL <br />4' MAX. RAD. <br />J <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ <br />X O� TO TRUSS <br />ER TO TRUSS TOP CHORD <br />ti-1 <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />+ �E <br />�GT/N <br />11-011 51-011 <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 />INISH FLO <br />QR <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 />D D <br />EMBEDMENT INTO ) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />�1/4" MAX <br />i <br />2'-0" 8" <br />TRUSS + SOFFIT <br />+ <br />INp <br />o D D <br />P <br />#5 BAR <br />BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH <br />(5) 12d NAILS SIMPSON <br />+ <br />p 10" " D ° ° <br />CENTERED W/ g <br />1 X 4 FURRING BLKG. &BUCK <br />2X6 TO 2X4 H2.5A w/ ( 10) <br />2X4 SYP s <br />° ° 9 H <br />IN TOP o <br />NAILS <br />EACH TRUSS <br />o <br />KNOCKOUT / iv <br />-I <br />CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. W/ (2)10d <br />s <br />CONNECTOR '� <br />° <br />- --- <br />NAILS AT EA. END — <br />PROVIDE 2 x 8 DIAG. BRACE B <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ (3) <br />MONO FOOTING D <br />VERT. BRACES WHEN HGT. OF <br />BRACE EXCEEDS 24" <br />TAPCON AT EA. SIDE <br />BUCK - (1) WITHIN 4" <br />12d NAILS <br />JACK TRUSS PROVIDED BY--/ <br />xI <br />SEE LINTEL 7'AND <br />SCHED. <br />SIZE AND REINF. PER PLAN ° <br />SECTION DETAILS <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />° P <br />2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />EENTER SO IT <br />CLEAN FILL o 1 <br />DIRT <br />Z <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />° STANDARD <br />4 <br />SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION SIC <br />#5 BAR IN 99 <br />HOOK <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 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 G <br />° <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL <br />4MAXRAD. <br />. <br />WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" <br />sNk <br />INSTALL WDW, SCREW THRU OSB INTO 2 x 8 <br />O.C. <br />o �. ,. o o ,,. ,. a • ,,. ,. , a �_ ,. <br />ANCHOR INTO ARCH BLKG. <br />PER INSTALLATION DETAILS ARCH DETAIL rK <br />SECTION ENTRYSTEMWALL <br />rL <br />SECTION @ ROOF EXTENSIONrM <br />FOOTING SIZE AND <br />REINF. PERLAN <br />B-B@ <br />MONO TO STEMWALL FOOTING <br />AND STEMWALL <br />SCALE: N.T.S. SS <br />SCALE: 3/4" = V-0" SS <br />SCALE: 3/4" = V-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 <br />(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. <br />1!4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />1/2" NAILS TO STUDS & (1) - <br />NAILHTT4 U S & (1d <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />PER ANCHOR <br />9 ga. PANEL j <br />(1) #5 BARS CONT. <br />OCCURS <br />TOP WITH MIN. 3" <br />518" DIA. ALL THREAD ROD <br />"SET" <br />� <br />Z <br />z <br />#5x6' EMBEDDED INTO EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />COVER <br />EPDXIED w/ SIMPSON a <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />6'_0" F.F. <br />EPDXY MIN. 6" EMBEDMENT & <br />0 <br />2 <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) EXPANSION STRIP <br />3" MIN. EDGE DISTANCE <br />v <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />0 <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />e p <br />w a <br />A <br />REINFORCING AS FOLLOWS: <br />¢ <br />1 <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />_ _ <br />p ° <br />p <br />a <br />g <br />* PRESS PANEL REINFORCING INTO PLACE. <br />z <br />#5x6' EMBEDDED INTO6" <br />MIN. LAP SPLICE W/ <br />p <br />EXISTING FOOTING <br />(2) #5x6' IN CONC. <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />¢ " <br />N <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />p.a <br />` <br />DRILL 3/4"x5" MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE p. p <br />. <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />P e <br />` <br />a <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />M <br />` <br />10 <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />z <br />' <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 />r g . p <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />a ° <br />�-'0 <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 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 <br />BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 <br />16" MIN. 00, COVER EA. WAY <br />A SECTION <br />I) 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 MAY BE INSTALLED IN ANY OPENING. <br />SCALE: 3/4" = V-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 />i <br />I <br />I] <br />L� <br />I Il_J] <br />CD <br />7 <br />z <br />z g <br />Q M <br />drum <br />CD 5 <br />NCDCE <br />OW <br />N E <br />U � <br />1_I_I <br />U � <br />0 <br />Q <br />seo <br />�9 a <br />�I <br />N <br />Ci Ol it � <br />W o <br />a� <br />•� ••� <br />J Et <br />cF q— <br />�1 <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 />Resldential 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 />12co <br />ti <br />� <br />w <br />z <br />J <br />E <br />o� <br />Z�Zm <br />4 <br />a <br />z <br />V <br />N <br />M <br />o <br />O E <br />U=w <br />k <br />Uo <br />O ( <br />�o� <br />°dz <br />oa« <br />U p <br />0 U <br />�z <br />N t <br />g <br />�� <br />CO cx <br />�2 <br />o� <br />aZ <br />C', J <br />o <br />W <br />(>o <br />o <br />� <br />oLL <br />� <br />� 7 <br />IIIIIIIII� <br />�a <br />a <br />o� <br />o T <br />>� <br />^L1 <br />W <br />1 <br />00 <br />./ <br />O <br />O <br />0 <br />v <br />r1*1 <br />~ <br />♦� 00 c <br />W <br />LO <br />co <br />O <br />LO <br />CN <br />N <br />T <br />00 <br />LO <br />T <br />z <br />O M N <br />o <br />o <br />O Uc <br />0-U <br />_ Q p <br />JOB <br />NO: 19-5895 <br />SCALE : AS NOTED <br />SHEET NO. <br />SS <br />