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rs <br />3 <br />CD <br />04 <br />ao <br />I <br />0 <br />Q <br />00 <br />0 <br />0 <br />I <br />0 <br />of <br />a <br />Cn <br />N <br />0 <br />a <br />E <br />O <br />x <br />G <br />C <br />J <br />N <br />/i <br />0 <br />U <br />v <br />U <br />U <br />0 <br />i <br />0 <br />0 <br />U <br />J <br />W <br />LZ <br />N <br />CL <br />0 <br />0 <br />0 <br />0 <br />L <br />LO <br />0 <br />Y <br />i= <br />m <br />/) <br />1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL <br />DOOR JAMB (REFER 1x4 1/2" DRYWALL <br />MAX. <br />UNACCEPTABLE INSTALLTION <br />8 <br />� <br />DOOR JAMB (REFER <br />TO PRODUCT P.T. TO PRODUCT <br />TO PRODUCT <br />PROPER INSTALLATION DO NOT DO THIS <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />APPROVAL FOR CONN. APPROVAL FOR CONN. <br />1x4 <br />APPROVAL FOR CONN. <br />1 X 4 <br />` #5 REBAR (TYP,) ' <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d 4" <br />1x4 P.T. 3/16" 0 X 3" LONG FURRING <br />(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 />3-1/4" LONG X 3/16"� FURRING TAPCONS <br />(TYP,) <br />TAPCON. INTO STAGGERED @ 16 <br />TAPCON @ 16" O.C. & 4" <br />2X8 <br />` <br />' <br />1x8 P.T. <br />BLOCK@ SPACING „ O.C. 2-ROWS INTO <br />1 DETAIL <br />FROM EACH END w/ MIN. <br />2" EDGE DIST. ATTACH <br />1X8 <br />�' <br />�i <br />2x BAND JOIST W/ FACE NAIL 10d <br />PER MANUFACTURE MASONRY THROUGH 1-1/2" DETAIL <br />1x8 w/ (2) ROWS 8d NALS �� <br />3 <br />DETAIL <br />STD. 90^ ` <br />STD. <br />D. 90° HOOK (TYP.) <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. <br />STAGGERED @ 12" O.C. <br />FILL BOTH SOLID <br />HOOK (TYP.) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />3l16" x 3 -1/2" <br />TAPCON @ 16" 1x4 P.T. <br />DOOR JAMB (REFER <br />TO PRODUCT <br />H <br />E:7 L 4% :71 <br />METAL SEAT PLATE <br />O.C. & 4" FROM DOOR JAMB (REFER <br />APPROVAL FOR CONN. 1x4 1/2" DRYWALL <br />NOTE: <br />LAP SHEATHING TO <br />DOOR JAMB (REFER EACH END W/ MIN.TO PRODUCT <br />2" EDGE DIST. APPROVAL FOR CONN. <br />2x8 P.T. w/ (2) ROWS 3/16" <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />TO PRODUCT <br />x 3-1/2" TAPCON @ 16" <br />APPROVAL FOR CONN. <br />(2) ROWS 3/16" x 3-1/2" <br />O.C. & 4" FROM EACH <br />1x4 <br />TAPCON 16" O.C. & <br />@ <br />END w/ MIN. 2" EDGE DIST. <br />FURRING <br />+2„ <br />NOTc FU @ FIRST COURSE <br />SIMPSON HGAMIOKTA @ 12" O.C. <br />4" FROM EACH END w/ 2x8 P.T. <br />ATTACH SECOND PLY w/ <br />- <br />w/ (4) 1/4x1 1/2" SDS SCREWS <br />2x P.T. AS REQ'D MIN. 2" EDGE DIST. <br />(2) ROWS 10dx3" 2x8 <br />*00 <br />' <br />` <br />INTO BAND JOIST & (4)1/4"x2 3/4" <br />TITEN INTO K.O. BLOCK <br />2x DETAIL 2 1 /4" DETAIL <br />STAGGERED @ 12" O.C. 3-1 /4" DETAIL <br />+5n <br />—1 <br />NOTCH WEB AT THE ' <br />FIRST 2 COURSES <br />` <br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS <br />CC <br />FILLED CELL <br />—E <br />FILLED CELL INSTALLATION <br />KH <br />RETROFIT FOR MISSING <br />EMBEDDED STRA <br />SCALE: N.T.S. <br />SS <br />- <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. <br />INFO SCALE: N.T. <br />SCALE: N.T.S. <br />SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK SECTION <br />UPLIFT CAPACITY 0 <br />W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. A <br />-A <br />_ 1610 # FOR 2 STRAPS <br />FILL 1st 4 COURSES <br />SOLID w/GROUT <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />2'-0" 8" <br />d <br />it <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"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 />a <br />2 x 8 45^ DIAGONAL (4)10d NAILS INTO <br />LEAVE A CUT OUT IN O.S.B. <br />ON THE <br />BRACE(S) 2 x 8 BRACE/ BLKG. <br />INSIDE TO ALLOW FOR INSULATION <br />7/16" OSB <br />CUT HOLE IN O.S.B. FOR <br />TO BE INSTALLED <br />BOND BEAM OR CAST IN PLACE BEAM <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <br />CONTACT ENGINEER of RECORD FOR <br />BUILT UP PLWD. BUCK ARCH PANEL <br />POLY CELL IN THIS AREA <br />2 x 8 45 DPAGONAL BRACE AT EA. <br />FURTHER INSTRUCTIONS. <br />SCRIBE {NOTCH) <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 <br />FACE OF ARCH WI (3)10d NAILS <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />OVERHAN ° <br />° <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />INSTALL WDW. SCREW ANCHOR\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 <br />PROVIDE TAPCON WITHIN <br />RETROFIT WALL OVERHANG DETAIL NT <br />INTO ARCH BLKG. PER <br />INSTALLATION DETAILS A <br />4" MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" <br />-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 />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH <br />STE: <br />TART OF ARC <br />IF TRUSSES USED) W/ (3) #6 X 4'Y2" WOOD <br />SCREWS 16" O.C.00MAX. OR IF MASONRY WALL <br />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. <br />@ <br />(2)10d NAILS @ 8" O.C. <br />ARCH DETAIL J <br />4' MAX. RAD. <br />TTEN (CENTERED) w/ � <br />XO�FRygN TO TRUSS TOP CHORD <br />MSN, 41) EMBEDMENT ATD16'I O.C, <br />+ <br />+ NGT <br />1 <br />1 -O 1' 5 -O <br />SCALE: N.T.S. SS <br />12 <br />+ h PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY SEE <br />+ + <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />+ <br />+ + + BLOCKING AS <br />° INISH FLO <br />. <br />2 <br />x 8 BUCK - CONNECT TO BLOCK SECTION <br />WITH <br />1/4" x 3 1/4" TAPCON (1 1/4" MIN. B B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />>, o <br />1/4" MAX EMBEDMENT INTO ) <br />PER NAILING SCHEDULE ALL <br />TRUSS + TO SUPPORT <br />° • ° :' a • >.. #5 BAR <br />BLOCK HEADER <br />2 0 8 <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />+ + SOFFIT <br />+ <br />°D ' 9' 10" s p s CENTERED W/ - <br />°o IN TOP <br />1 X 4 FURRING <br />BLKG. &BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />8d NAILS <br />2X4 SYP ► ®s <br />EACH TRUSS <br />o ° 4 <br />YKNOCKOUT / N <br />CHAIR BLOCK <br />8dN NAILS @ 8O.C..CA BUCK <br />PROVIDE 2 8 DIAG. BRACE BTWN,,,, <br />2 x 8 VERT. W/ (2)10d <br />NAILS AT EA. END <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />s� s <br />CONNECTOR <br />MONO FOOTING <br />x <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />CONT. W/ (3) <br />12d NAILS <br />� <br />LINTEL <br />°. <br />LAI � • <br />SIZE AND REINF. PER PNSEE -I <br />AND SECTION DETAILS <br />BRACE EXCEEDS 24" <br />BUCK <br />- (1) WITHIN 4" <br />7 <br />JACK TRUSS PROVIDED BY <br />SCHED. <br />- <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 />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />J <br />PRECAST LINTELJ Is <br />_ ° STANDARD 4 <br />°'• <br />90° HOOK N <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />I <br />#5 BAR IN ' <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4'%" WOOD <br />FOR OVER HANG <br />FILLED CELL L <br />' <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 />• t • r • _ s, • s, <br />INSTALL WDW, SCREW <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 />Sk <br />ANCHOR INTO ARCH BLKG. <br />THRU OSB INTO 2 x 8 <br />O.C. <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS <br />B-BMONO <br />ARCH DETAIL rK <br />SECTION @ENTRY L <br />SECTION @ ROOF EXTENSION M <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 />SIMPSON HTT4 w/ (18)10d x 1 <br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2" ) <br />BLOCK IT MAYBE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />"SQUEEZED" <br />W.W.M. AT PERIMETER <br />1/2" NAILS TO STUDS & (1) - <br />COURSES TO PREVENT THE MORTAR FROM BEING OUT. <br />1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />(1) #5 BARS CONT. <br />5/8" DIA. ALL THREAD ROD <br />>- <br />#5x6' EMBEDDED INTO EXISTING BOND BEAM <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL <br />PER ANCHOR ) <br />OCCURS <br />TOP WITH MIN, 3" <br />EPDXIED w/ SIMPSON "SET" t <br />� <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING <br />COVER g <br />\ <br />EPDXY MIN. 6" EMBEDMENT & <br />0 <br />Cn <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER <br />_0 <br />3" MIN. EDGE DISTANCE <br />g <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) <br />EXPANSION STRIP <br />w w <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />°• <br />o 9A <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />o u o <br />w a <br />REINFORCING AS FOLLOWS: <br />=1 11 <br />a <br />1 <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />=I <br />g' <br />* <br />TI (—TI=III- <br />c) z <br />#5x6' EMBEDDED INTO <br />PRESS PANEL REINFORCING INTO PLACE. <br />* <br />6" MIN. LAP SPLICE W/ <br />P �_—I I ICU <br />II <br />EXISTING FOOTING (2) #5x6' IN CONC. <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />I <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />o , ° 1 I F=I I I —I <br />—Tr <br />. \ <br />DRILL 3/4 x5 MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE. I I F= <br />o. ' <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MINLAP <br />p <br />n <br />O <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE <br />A. <br />p <br />\ <br />REMAIN FREE OF MORTAR. <br />NO <br />NOTE: <br />`'' z \ <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION NOTES. <br />C4g P <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT <br />° ° <br />a <br />4" SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL <br />\ ° (2) #5 REBAR. MIN. 3" <br />TOOL OINTS AND NCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE <br />WEDGES FROMnLOWER COUROSESOOTH <br />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 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 />4 <br />;Q'�3 <br />U <br />P <br />e <br />�\©• <br />R pFESStOa�\\oy� <br />\ <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineer's signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />H <br />6S <br />;&E <br />o 08 <br />00 <br />ti <br />NN <br />J <br />n m <br />7 y <br />'It LL <br />J W <br />�0u� <br />sI <br />U) <br />M M <br />LL <br />fn <br />4 <br />Z <br />Qj <br />LL LL <br />FoCM <br />W <br />Z ° W <br />0C o <br />W <br />S o <br />mN� <br />W. m O <br />o <br />��a'w <br />a <br />¢ a <br />p.Cj <br />Z <br />00 Lo N Z <br />M¢ <br />¢ O� <br />a <br />N <br />00 <br />U H J <br />❑❑❑ <br />W <br />o� <br />z <br />M <br />LL <br />4-, <br />W <br />� <br />U <br />O <br />N <br />W o <br />r~ w <br />rn <br />w. <br />v <br />W J <br />E <br />8 <br />xI� <br />C) o N <br />®p <br />Q N <br />14 <br />o <br />w <br />Z <br />M <br />2 <br />o <br />4 <br />� <br />W <br />�E <br />Zo <br />ooQo <br />>N <br />E U <br />CL <br />wz <br />Ko <br />oa <br />7U <br />�U <br />o E <br />o <br /><o <br />&z <br />z <br />L¢ <br />p <br />m i <br />ro <br />z Q <br />U <br />o <br />LL <br />Z <br />J <br />�� <br />�z <br />a� <br />Q 3 <br />°o <br />LL <br />5 °o <br />a <br />�w <br />K 0 <br />no <br />LL <br />oW <br />S F <br />r- <br />o <br />wY <br />=� <br />�o <br />O <br />zla <br />a� <br />° 3 <br />> <br />^L1 <br />W <br />m <br />U <br />00 <br />O <br />O <br />U <br />m <br />o <br />..� <br />E o <br />�' <br />r <br />� <br />co NO <br />.� <br />N <br />r <br />(� <br />LO <br />LO <br />00 <br />M <br />o <br />m <br />Z <br />1� <br />E O <br />ti <br />Z <br />o <br />l <br />E <br />U <br />Q 0 <br />_ <br />JOB <br />NO: <br />20-6226 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />SS <br />