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1x4 1/2" DRYWALL <br />r1/2" DRYWALL DOOR JAMB (REFER <br />DOOR JAMB (REFEt <br />1x4 1/2" DRYWALL <br />UNACCEPTABLE INSTALLTION <br />DOOR JAMB (REFER <br />TO PRODUCT P.T. <br />TO PRODUCT _ TO PRODUCT <br />APPROVAL FOR CONN. <br />MAX 8„ <br />` <br />PROPER INSTALLATION DO NOT DO THIS <br />' <br />2"x BOT. PLATE W/ (2)10d @ 6" o.C. <br />APPROVAL FOR CONN. <br />APPROVAL FOR C <br />1x4 <br />1 X 4 <br />#5 REBAR <br />TYP, <br />(TYP,) ' <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d 4" <br />1 x4 P.T. <br />3-1/4" LONG X 3J16"� FURRING <br />3/16"� X 3" LONG „ <br />TAPCONSFURRING (2) ROWS 3/16 x 3-1/2 <br />FURRING <br />#5 REBAR ` <br />' <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />@ <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />STAGGERED @ 16" TAPCON @ 16" O.C. & 4" <br />2X8 <br />(n'P,) ` <br />' <br />BLOCK@ SPACING „ <br />1 DETAIL <br />x.T. FROM EACH END w/ MIN. <br />O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH <br />1X8 <br />2x BAND JOIST W/ FACE NAIL 10d <br />PER MANUFACTURE <br />MASONRY THROUGH t1 1x8 w/ 2 ROWS 8d NALS <br />1-1 /2 DETAIL () 3 <br />�� <br />DETAI L <br />D. 90° HOOK (TYP.) <br />STD. 90 ` /� <br />@TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 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 />=1L 7 <br />METAL SEAT PLATE <br />O.C. & 4" FROM <br />DOOR JAMB (REFER <br />APPROVAL FOR CONN. <br />1x4 1/2" DRYWALL <br />NOTE: <br />DOOR JAMB (REFER EACH END W/ MIN <br />TO PRODUCT 2 EDGE DIST. <br />TO PRODUCT <br />APPROVAL " <br />0 FOR CONN. 2x8 P.T. w/ (2) ROWS 3J16 <br />' <br />LAP SHEATHING TO <br />BOTTOM OF BAND <br />x 3-1/2" TAPCON @ 16" <br />MEND <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. & w/ MIN. 2"EDGE DIST. <br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />FURRING <br />' � <br />NOTC @FIRST COURSE <br />SIMPSON HGAMIOKTA 12" O.C. <br />w/ (4)1/4xl 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 <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 />INTO K.O. BLOCK <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />FILLEDCELLPER <br />FOUNDATION PLAN <br />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 <br />-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 />2 -0" <br />8 <br />SOLID W/GROUT <br />1 X 4 FURRING a SOLID BLKG. AT TOP BTWN. <br />1/4" x 31/4" TAPCONS <br />1 PLY PRE-ENGINEERED TRUSS <br />" <br />BLOCK HEADER ARCH BLKG. & BUCK <br />SIMPSON HM9KT w/ (4)1/4"xl 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 />;. <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 />2 x 8 45 DCAGONAL BRACE AT EA. <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. ! '. '•; '% ' '.: <br />SCRIBE (NOTCH) <br />FACE OF ARCH W/ (3)10d NAILS <br />• r <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 />INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />PROVIDE TAPCON WITHIN <br />N.T.S. <br />:••'� • • :•`' <br />INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />A WDW. INSTALLATION DETAILS OR THRU <br />4 MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />INSTALLATION DETAILS -A PROVIDE TAPCON PER <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />TRUSS AS SHOWN FOR O.H. UP TO 7-6" <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 />NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REM <br />START OF ARC <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL <br />(TO <br />ARCH DETAIL <br />i <br />4' MAX. RAD. <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ <br />O � <br />X FRy TRUSS OP CHORD <br />AN <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />+ �� <br />��7'/y <br />j,-O„ 5111 <br />-0 <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 />2 x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ + BLOCKING AS <br />" „ „ <br />WITH 1l4 x 31/4 TAPCON (1 1/4 MIN. <br />g_g <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />D D <br />EMBEDMENT INTO ) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />p D <br />/4" MAX <br />2=0 8 <br />TRUSS + SOFFIT <br />+ <br />,D D #5 BAR <br />p <br />BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH <br />5 12d NAILS SIMPSON <br />() <br />+ <br />° CENTERED W/ <br />10„ a D p <br />BLKG. & BUCK <br />2X6 TO 2X4 H2.5A w/2X4 <br />SYP s <br />D ° °D IN TOP <br />N <br />1 X 4 FURRING <br />8d NAILS(10) <br />EACH TRUSS <br />D KNOCKOUT/ <br />CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d <br />PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ (3) <br />` ` <br />CONNECTOR <br />' <br />D <br />MONO FOOTING ' D D ° <br />-I <br />SIZE AND REINF. PER PLAN Q <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />BUCK - (1) WITHIN 4" <br />12d NAILS <br />JSCHED. <br />SEE LINTEL <br />AND SECTION DETAILS -' <br />BRACE EXCEEDS 24" <br />JACK TRUSS PROVIDED BY <br />- <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />o <br />D <br />2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION <br />() <br />ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SO IT <br />CLEAN FILL D p <br />DIRT <br />TO BE INSTALLED <br />000, <br />BUILT UP PLWD. BUCK- <br />- " MAX P N <br />PRECAST LINTEL <br />p STANDARD o <br />SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />D 90r HOOK N <br />#5 BAR IN <br />TO FIT ARCH CONNECT WI_q <br />START OF ARC <br />IF TRUSSES USED) W/ (2) #6 X 4%" WOOD <br />FOR OVER HANG <br />FILLED CELL <br />Sd 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 />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />INSTALL WDW, SCREW THRU OSB INTO 2 x 8 <br />O.C. <br />ANCHOR INTO ARCH BLKG. <br />PER INSTALLATION DETAILS ARCH DETAIL rK <br />SECTION @ ENTRY L <br />SECTION @ ROOF EXTENSION rM <br />STEMWALL FOOTING SIZE AND <br />B-g <br />REINF. PERLAN AND STEMWALL <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 <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 />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. <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 a. PANEL ) <br />(1) #5 BARS CONT. OCCURS <br />5/8" DIA. ALL THREAD ROD <br />"SET" <br />> #5x6' EMBEDDED INTO EXISTING BOND BEAM <br />Er <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />TOP WITH MIN. 3" <br />COVER <br />EPDXIED w/ SIMPSON 1 <br />Z <br />Cn <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 />< <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 />Uj 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 />w a A <br />REINFORCING AS FOLLOWS: <br />< a j <br />' PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />' PRESS PANEL REINFORCING INTO PLACE. <br />v z #5x6 EMBEDDED INTO <br />6" MIN. LAP SPLICE W/ <br />EXISTING FOOTING (2) #5x6' IN CONC. <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />° <br />_ <br />N FILLED CELL <br />SMOOTH. DO NO FURROW. <br />° e <br />DRILL 3/4"x5"MIN. HOLE <br />LE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE o. . o <br />SET BAR IN EPDXY? <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />p e <br />O <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />NOTE: <br />FV <br />`' <br />REMAIN FREE OF MORTAR. <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 />r <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 />\ to (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 TIO 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 1-0" <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 />E--- <br />a <br />E2 0 <br />0 <br />0 <br />0 <br />C <br />'n <br />V N C7 <br />z <br />z <br />g <br />a <br />Oto ,z^ <br />V li <br />Cz <br />-J <br />ra 0 <br />�O w <br />c <br />/ <br />ra <br />i (6 c) <br />U 0° <br />m <br />F- 0 8 <br />0 <br />v7 <br />r. <br />r~ <br />Q of ah <br />e <br />4 <br />N N <br />m <br />w z <br />;s 5!92 <br />W ar�yg�CC" I�' a <br />IN N <br />Z a w <br />Z yLL <br />Wa <br />O\ c.r <br />Q J 0�l <br />fit, <br />'/ all f(11111 . <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 0th 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 />o <br />o <br />w <br />z <br />_jLL_ <br />QE <br />t; <br />�� <br />s� <br />�P <br />a <br />E UCU <br />W° <br />U <br />�� <br />_® <br />w r <br />o� <br />CD E <br />CN <br />4) i <br />W S <br />�� <br />Wff ZZ <br />rw <br />C <br />- c� <br />Y <br />�o <br />Zz <br />>z <br />Z <br />d 3 <br />a <br />O <br />° <br />1.) <br />W <br />iZ <br />LLLL <br />�LL <br />a <br />mw <br />7 <br />y Z <br />co <br />� <br />oz <br />zla <br />O- <br />V 3 <br />o r. <br />M <br />L <br />\W <br />N <br />LL �, <br />0 <br />Q <br />o <br />CN <br />m <br />F— <br />r <br />o <br />Lo <br />J r- <br />O <br />I �r N <br />r <br />r <br />Moo '— <br />c M t\ <br />E <br />Z <br />E O IA <br />z <br />a <br />ai <br />U 0 Q p <br />� <br />JOB <br />NO: 19-5340 <br />SCALE : AS NOTED <br />SHEET NO. <br />SS <br />