Laserfiche WebLink
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 />DOORJAMB (REFER <br />P.T. <br />TO PRODUCT <br />TO PRODUCT TO PRODUCT <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 FOR CONN. <br />1x4 <br />1 X 4 <br />#5 REBAR <br />(TYP,) <br />314" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d 4" <br />1 U P.T. <br />FURRING <br />3/16"� X 3" LONG FURRING 2 ROWS 3/16 x 3-1/2 <br />( ) <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"0 <br />TAPCONS <br />(n'PJ <br />INTO <br />TAPCON @ 16" O.C. & 4" <br />STAGGERED @ 16" <br />TAGGER <br />2Xg <br />` <br />' <br />BLOCK@ SPACING „ <br />BLOTAPCK@ <br />1 DETAIL <br />1x8 P.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 />JOIST <br />PER MANUFACTURE <br />MASONRY THROUGH n <br />1-1/2 DETAIL 1x8w/(2) ROWS 8d NALS 3" <br />DETAIL <br />`STD. <br />STD.90A ` /� <br />90- HOOK (TYP.) <br />@TOP & TTM 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 />TAP x 3 -1/2" <br />TAPCON @ 16" <br />DOOR JAMB (REFER <br />1x4 P.T. TO PRODUCT <br />Q4%; <br />METAL SEAT PLATE <br />O.C. & 4" FROM <br />DOOR JAMB (REFER <br />1/2" DRYWALL <br />NOTE: <br />EACH END W/ MIN <br />APPROVAL FOR CONN. <br />TO PRODUCT <br />1x4 <br />LAP SHEATHING TO <br />DOOR JAMB (REFER <br />2" EDGE DIST. <br />TO PRODUCT <br />APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" <br />' ` <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />APPROVAL FOR CONN. <br />x 3-1/2" TAPCON 16" <br />@ <br />(2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH <br />1x4 <br />44 <br />— J <br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. <br />FURRING <br />NOTC �@ FIRST COURSE <br />SIMPSON HGAM10KTA 12" O.C. <br />@ <br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />' +2 <br />` <br />w/ (4)1/40 1/2" SDS SCREWS <br />2x P.T. AS REQ'D <br />MIN. 2" EDGE DIST. (2) ROWS 10dx3" <br />2x8 <br />' <br />` <br />INTO BAND JOIST & (4)1/4"x2 3/4" <br />2x DETAIL <br />2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL <br />f5^ <br />NOTCH WEB AT THE <br />FIRST 2 COURSESFILLED <br />TITEN INTO K.O. BLOCK <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />CELL PER <br />FOUNDATION PLAN <br />FILLED CELL INSTALLATION <br />KH <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 -A <br />=1610 # FOR 2 STRAPS <br />:. + , <br />FILL 1st4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />2'-0" <br />8" <br />.* SOLID W/GROUT <br />1 PLY PRE-ENGINEERED TRUSS <br />•: * <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />114" x 31/4" TAPCONS <br />;y <br />BLOCK HEADER ARCH BLKG. & BUCK <br />SIMPSON HM9KT w/ (4)1/4"x1 112"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 />.'•: ;: <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 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 DIAGONAL BRACE AT EA. <br />cortrACT ENGINEER I RECORD RUC -FOR <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 />:•'... <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />•'''' <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INSTALL WDW. SCREW ANCHO ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN <br />"'' "�t <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />INTO ARCH BLKG. PER <br />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'-1 <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'/s" WOOD <br />) () <br />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. <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 />4 MAX. RAD. <br />i <br />USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/ <br />a.0 <br />�Qly TO TRUSS TOP CHORD <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />+ <br />+ N�rN <br />1 r-On 5111 <br />-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 />INISH FLO <br />2 x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ BLOCKING AS <br />° <br />WITH 1/4" x 31/4" TAPCON 1/4" MIN. <br />(1 <br />B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />o <br />EMBEDMENT INTO K.) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />° <br />�1/4" MAX <br />7-0" 8" <br />TRUSS + SOFFIT <br />, , • . p .' P #5 BAR <br />BLOCK HEADER <br />d <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />+ <br />° <br />p 10' D ° CENTERED W/ g <br />°° 9 H IN TOP <br />BLKG. & BUCK <br />2X6 TO 2X4 (10) <br />2X4 SYPs <br />° ° <br />1 X 4 FURRING <br />8d NAILS <br />EACH TRUSS <br />_ _ � KNOCKOUT/ �lN <br />° CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. W/ (2) 10d <br />CONNECTOR - <br />PROVIDE 2 x 8 DIAG. BRACE B <br />NAILS AT EA. END <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ (3) <br />' <br />MONO FOOTING ' .o ° o ° <br />SIZE AND REINF. PER PLAN ! _ <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />12d NAILS <br />SEE LINTEL <br />AND SECTION DETAILS <br />BRACE EXCEEDS 24 <br />BUCK - 1 WITHIN 4 <br />O <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 />p ° D <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 D Z <br />TO BE INSTALLED <br />2 <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />° °ffTANDARD <br />BUILT UP PLWD. BUCK - <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />HOOK N <br />#5 BAR IN <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4'/z' WOOD <br />FOR OVER HANG <br />FILLED CELL <br />8d NAILS <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />START OF ARC 4MAXRAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'-1 <br />- <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL <br />. <br />WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" <br />e <br />INSTALL WDW, SCREW <br />THRU OSB INTO 2 x 8 <br />Q.C. <br />"- ' ° " ° ° " ' ° ° "- '" ° <br />ANCHOR INTO ARCH BLKG. <br />rK <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS <br />ARCH DETAIL <br />B_B <br />SECTION @ ENTRY L <br />SECTION @ ROOF EXTENSIONrM <br />REINF. PERLAN AND STEMWALL <br />r rr_ <br />r <br />MONO TO STEMWALL FOOTING <br />SCALE: N.T.S. SS <br />_ <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 />"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 />#5x6' EMBEDDED INTO EXISTING BOND BEAM <br />E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />PER ANCHOR <br />9 a. PANEL ) <br />g <br />OCCURS <br />TOP WITH MIN. 3" <br />EPDXIED w/ SIMPSON "SET' <br />z <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />COVER g _0`� <br />EPDXY MIN. 6" EMBEDMENT & <br />0 <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 />LO v NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />e. <br />A <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />o ; o <br />LLt a <br />REINFORCING AS FOLLOWS: <br />a <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />:. SEALANT <br />.r,:, <br />P a <br />g <br />#5x6' EMBEDDED INTO <br />* PRESS PANEL REINFORCING INTO PLACE. <br />:- 6"MIN. LAP SPLICE Wl <br />> ° <br />< g EXISTING FOOTING (2) #5x6' IN CONC. <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />U) N FILLED CELL <br />SMOOTH. DO NO FURROW. <br />e c e <br />DRILL3/4"x5" MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE t+, n I <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6"MIN. LAP <br />� � A' <br />` ` <br />`�+t'• O <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />NOTE: <br />CI)_ <br />REMAIN FREE OF MORTAR. <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <br />z_ \ <br />IN <br />` <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />• o <br />��a <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />, " <br />4" SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />GLASS BLOCK DETAIL <br />\ <br />' (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.OF 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.`�O` <br />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 />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 />c <br />` <br />i <br />, <br />f//�O <br />1't S 9l'O'��\\`�� <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 <br />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 />` <br />`Q <br />Is <br />Go <br />�p Qp <br />� N N i# <br />M N # LL LL <br />O <br />d M c D J W W <br />UI LL LL a (Z <br />a <br />M <br />>�ii aa�o <br />Z <br />vU� OWo <br />-cf0�o "003 <br />LLW <br />nE°T�'O� �o a0 <br />NQ MZ <br />U <br />° <br />i <br />DDDO <br />W <br />Z N O <br />z <br />Q <br />o <br />N <br />Z :tea <br />� o <br />T <br />Cl> y <br />W O <br />ON <br />r~ <br />U <br />m E <br />=1 <br />0 8 <br />Ci o m <br />c �' 4) <br />� o <br />0 <br />C::,w <br />i <br />Z <br />M <br />Z <br />O 2i <br />Q <br />U_ <br />E� <br />Z® <br />E <br />H ru <br />_ <br />wo <br />z <br />sd <br />VO <br />ba <br />00 <br />Z <br />oE <br />N � <br />a� <br /><.Ww <br />o <br />o <br />�o <br />2z <br />tt� <br />•a � <br />@ <br />1-21 <br />m 0 <br />�a <br />o LL <br />Z <br />Z <br />J <br />im <br />�m <br />N <br />4o <br />ZZw <br />50 a <br />W <br />d <br />w <br />o <br />of <br />�0 <br />C:)I <br />w� <br />_< <br />aF <br />°3: <br />0 CV <br />^L1 <br />W <br />.! <br />Ln <br />> <br />T <br />O <br />m <br />co <br />1 <br />r'^ <br />LO <br />V/ <br />I ti) <br />O <br />� <br />n N <br />r <br />T <br />T <br />m <br />v T <br />M N <br />iri r <br />o <br />Z <br />z <br />E O <br />a <br />v <br />¢ o <br />JOB <br />NO: <br />19-8529 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />SS <br />