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1x4 112" 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 />FOR <br />PROPER INSTALLATION MAX. 8 DO NOT DO THIS <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. APPROVAL CONN. <br />ix4 <br />1 X 4 <br />` #5 REBAR <br />(TYP,) ' <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d 4" <br />1x4 P.T. <br />3-1/4" LONG X 3/16"0 FURRING <br />3/16" 0 X 3" LONG FURRING ROWS 3/16" x <br />TAPCONS -. <br />FURRING <br />(TYPI) ` <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 />ISTAGGERED <br />TA . & <br />TAPCON @ 16" O.C. & 4" <br />@ 16" <br />2X8 <br />` <br />' <br />BLOCK@ SPACING „ <br />1 DETAIL <br />1 x8 P.T. FROM EACH END w/ MIN. <br />O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH <br />1X8 <br />`STD. <br />JOIST <br />2x BAND JOIST W/ FACE NAIL 10d <br />PER MANUFACTURE <br />MASONRYTHROUGH 1� <br />1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS <br />3 <br />�� <br />DETAI L <br />` <br />STD. so^ <br />90° HOOK (TYP.) <br />@TOP 8 TTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. <br />BFILL OTH SOLID <br />CELDLS <br />HOOK (TYP.) <br />WEB NAILS 10d @TRUSS VERT. <br />3/16" x 3 -1/2" <br />TAPCON @ 16" <br />DOOR JAMB (REFER <br />1x4 P.T. TO PRODUCT <br />L j <br />METAL SEAT PLATE <br />O.C. & 4" FROM <br />DOOR JAMB (REFER <br />1/2" DRYWALL <br />I <br />EACH END W/ MIN. <br />APPROVAL FOR CONN. <br />TO PRODUCT <br />1x4 <br />VIL <br />_:J <br />LAP SHEATHING TO <br />DOOR JAMB (REFER <br />2" EDGE DIST. <br />APPROVAL FOR CON/:7/ <br />N. 2x8 P.T. w/ (2) ROWS 3/16" <br />' ` <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />TO PRODUCT <br />x 3-1/2" TAPCON @ 16° <br />APPROVAL FOR CONN. <br />J <br />2 ROWS 3/16" x 3-1/2" <br />() O.C. & 4" FROM EACH <br />1x4 <br />FURRING <br />— <br />TAPCON 16" O.C. & <br />@ END w/ MIN. 2" EDGE DIST. <br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />' +2" <br />NOTC FIRST COURSE <br />` <br />SIMPSON HGAMIOKTA @ 12" O.C. <br />w/ (4)1/4x1 1/2"SDS SCREWS <br />2x P.T. AS REQ'D <br />MIN. 2" EDGE DIST. (2) ROWS l Odx3" <br />2x8 <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 /4" DETAIL <br />+5n <br />NOTCH WEB AT THE <br />FIRST 2 COURSES <br />:FILLED <br />` <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />CELL PER <br />FOUNDATION PLAN <br />FILLED CELL INSTALLATIONKH <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.7.7 <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 Ist4COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />2'-0" <br />8" <br />�. SOLID W/GROUT <br />♦ <br />1 PLY PRE-ENGINEERED TRUSS <br />" <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />1/4" x 31/4" TAPCONS <br />BLOCK HEADER ARCH BLKG. & BUCK <br />SIMPSON HM9KT w/ (4)1/4"x1 1/2"SDS <br />" <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"x21/4" TITEN = 2150 #) <br />2 x 8 45^ DIAGONAL (4)10d NAILS INTO <br />LEAVE A CUTOUT 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 <br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR <br />POLY CELL 1N THIS AREA <br />2 x 8 45 DIAGONAL BRACE AT EA. <br />coNrAcr ENGINEER I RECORD FOR N <br />O <br />FURTHER INSTRUCTIONS. <br />(NOTCH) <br />SCRIBE NOTCH <br />FACE OF ARCH W/ (3)10d NAILS <br />OVERHAN �' �.; <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN <br />ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />INTO ARCH BLKG. PER 4" MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />INSTALLATION DETAILS A -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 />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 REO'D. <br />START OF ARC <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL <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 />XOTO TRUSS <br />FR TO TRUSS TOP CHORD <br />hqN <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />�F <br />RC'Ty <br />1'-0" 5'-0" <br />SCALE: N.T.S. <br />SS <br />12 <br />+ + PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY <br />+ <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />+ + <br />+ + <br />Arf INISH FLO <br />2 x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ + BLOCKING AS <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />► ► <br />„ INTO .) <br />EMBEDMENT <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />° . <br />► <br />/4 MAX <br />2,-0„ 8„ <br />TRUSS + <br />+ SOFFIT <br />• #5 BAR <br />� . ►• . ► <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />+ <br />p 1.0„ • �. ► ° . ' ° CENTERED W/ g <br />H <br />BLKG. & BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />2X4 SYP . <br />► ° •► IN TOP Q <br />1 X 4 FURRING <br />I <br />8d NAILS <br />EACH TRUSS <br />'""' KNOCKOUT / N <br />I <br />711 <br />—I :; ° CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />PROVIDE 2 x 8 DIAG. BRACE B <br />il, <br />2 x 8 VERT. W/ (2D <br />NAILS AT FA. END <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ (3) <br />CONNECTOR �' <br />tr ' <br />MONO FOOTING •,. °:: ► A. <br />AT EA. SIDE <br />SIZE AND REINF. PER PLAN <br />VERT. BRACES WHEN HGT. OF <br />TAPCON <br />BUCK - (1) WITHIN 4" <br />12d NAILS <br />:7 <br />SEE LINTEL <br />AND SECTION DETAILS <br />BRACE EXCEEDS 24" <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 />:► ° ► <br />2 x 8 VERT. BRACES) <br />INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SO IT <br />CLEAN FILL ° • <br />DIRT 6 z <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />•.•. •4 <br />[fgSTANDARD <br />SCRIBE (NOTCH) BACKSIDE <br />�� <br />7l16 OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />a HOOK N <br />#5 BAR IN <br />TO FIT ARCH CONNECT W/ <br />START OF ARC <br />IF TRUSSES USED) W/ (2) #6 X 4%" WOOD <br />FOR OVER HANG <br />FILLED CELL <br />�. �' • �. ' • �. <br />8d NAILS <br />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 />• • •, ` •, • : •� <br />� <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL <br />WALL USE (2)1/4" X 3112" TAPCONS AT 16" <br />,� <br />INSTALL WDW, SCREW <br />THRU OSB INTO 2 x 8 <br />O.C. <br />. %V . ♦ ♦ . ♦ <br />, ' �' ,• <br />ANCHOR INTO ARCH BLKG. <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS <br />ARCH DETAIL K <br />SECTION @ ENTRY KL <br />SECTION @ ROOF EXTENSION M <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 />DOWEL <br />DRILL 3/4"x5" MIN. HOLE SET BAR INHOOKED <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 />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />ANCHOR <br />W.W.M. AT PERIMETER <br />SIMPSON HTT4 w/ (18)10d x 1 <br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") <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 />g <br />(1) #5 BARS CONT. <br />OCCURS <br />TOP WITH MIN. 3" <br />5/8" DIA. ALL THREAD ROD <br />EPDXIED w/ SIMPSON "SET" a <br />#5x6' EMBEDDED INTO EXISTING BOND BEAM <br />z <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />COVER 61-0" <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 />g FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) EXPANSION STRIP <br />w 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 />n o ► <br />Uj a A <br />REINFORCING AS FOLLOWS: <br />LL a 1 <br />" PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />► e <br />P <br />g <br />" PRESS PANEL REINFORCING INTO PLACE. <br />" ` ' <br />6 MIN. LAP SPLICE W/ <br />° <br />M #5x6' EMBEDDED INTO <br />z <br />g EXISTING FOOTING (2) #5x6' IN CONC. <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />': :,`:.: °:';.: REINFORCING PANEL <br />' <br />a InSMOOTH. FILLED CELL <br />DO NO FURROW. <br />n , :° <br />` . <br /><" <br />DRILL 3/4„ x5„ MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE ►. ► <br />` . <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />: p <br />\ \ <br />O <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE NOTE: <br />REMAIN FREE OF MORTAR. <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <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 />\ ° (2) #5 REBAR. MIN. 3" <br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE <br />16" MIN. COVER EA. WAY <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 <br />R160 <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 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 />•SE ••�''•.. <br />e <br />N <br />.>rc O <br />FLO <br />'`/i QROFESSIO't � <br />,ell <br />" 11l11111I Im " <br />To the best of the Engneers knowledge, information and beAaf, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 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 />LoN <br />63 ID LL LL. <br />ari <br />.dM� <br />�LL LLLLaa <br />11 Z <br />� 100 <br />W <br />au(8 <br />icon Quo <br />i Ezrn a <br />ZrO <br />IL <br />o <br />rn N O y <br />N Z U <br />Z <br />060000 <br />W <br />c0 � <br />z <br />z <br />a <br />13 <br />N <br />L <br />z LE <br />. <br />�--+ <br />•u <br />C,0 <br />LU <br />� <br />a <br />0 <br />c <br />LL, 0 <br />U <br />U) <br />• <br />�Q <br />Of <br />Q, <br />CD <br />co <br />M <br />z� <br />w <br />U_ <br />oi <br />zo <br />oo <br />>R <br />aR <br />Q <br />ii O <br />cc <br />zo <br />0 <br />CL <br />01- <br />a <br />.0 <br />H <br />¢�m< <br />M <br />NC <br />p <br />s <br />o <br />z <br />Z <br />Cn <br /><W <br />CL <br />8 <br />z <br />0� <br />W <br />Q3 <br />y� <br />�9 <br />0 <br />o <br />g <br />t <br />IW <br />°zed <br />u3 <br />J <br />�N <br />ui <br />� <br />� <br />^L <br />`W <br />'= <br />a <br />C m <br />co <br />W <br />2 <br />� <br />O <br />T <br />T <br />O <br />N <br />T <br />T <br />m <br />0 T <br />h N <br />Z <br />Z <br />E O <br />E <br />N T <br />M <br />a <br />ci � <br />¢ o <br />JOB <br />NO: <br />20-0552 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />SS <br />