Laserfiche WebLink
M <br />0 <br />0 <br />0 <br />N <br />0 <br />O <br />CL <br />N <br />N <br />0 <br />0 <br />m <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 />70 PRODUCT P•T• <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 YP, ) <br />`O.00D <br />DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d 4" <br />1x4 P.T. <br />3-1/4" LONG X 3l16"� FURRING <br />„ <br />3/16 X 3 LONG FURRING (2) ROWS 3/16" x 3-1/2" <br />FURRING <br />#5 REBAR ` <br />' <br />AND NAILED W/ d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />D <br />O.C., 2 ROWS STAGGERED <br />INTO <br />TTAGGER TAPCON @ 16" O.C. & 4" <br />STAGGERED @ 16" <br />2X8 <br />(TYP,) <br />BLOCK@ <br />BLOCK@ SPACING „ <br />1 DETAIL <br />1x8 P.T. FROM EACH END w/ MIN. <br />O.C. 2-ROWS 2" EDGE DIST. ATTACH <br />1X8 <br />2x BAND JOIST W/ 10d <br />JOIST <br />PER MANUFACTURE <br />ROU <br />MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS <br />3 <br />++ <br />DETAIL <br />`STD. <br />STD. 90" -40 <br />� <br />90° HOOK (TYP.) <br />FACE NAIL <br />@TOP & TTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. <br />BFILL OTH CELLS <br />BOTH CELLS <br />HOOK (TYP,) <br />FACE NAILS 10d @TRUSS VERT. <br />WEB <br />6" x 3 -1/2" <br />PCON @ 16" <br />DOOR JAMB (REFER <br />1x4 P.T. TO PRODUCT <br />METAL SEAT PLATE <br />& 4" FROM <br />DOOR JAMB (REFER <br />1/2" DRYWALL <br />NOTE: <br />. <br />END W/ MIN <br />APPROVAL FOR CONN. <br />TO PRODUCT <br />1x4 <br />LAP SHEATHING TO <br />DOOR JAMB REFERCH <br />TO PRODUCT EDGE DIST. <br />4N. <br />APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" <br />� � <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />APPROVAL FOR CO <br />(2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" <br />O.C. & 4" FROM EACH <br />1x4 <br />— — -- —I <br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. <br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />FURRING <br />' +2 <br />NOTC @FIRST COURSE <br />SIMPSON HGAMIOKTA @ 12" O.C. <br />w/ (4)1/4x1 1/2" SIDS SCREWS <br />.T. AS REQ'D <br />MIN.2" EDGE DIST. (2) ROWS 10dx3" 2x8 <br />I <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 <br />/411 DETAIL <br />+5^ <br />NOTCH WEB AT THE ' <br />FIRST 2 COURSES <br />` <br />L <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGSrcC <br />FOUNDATIONP AN <br />_E <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. <br />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 = # FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />A -A <br />=1610 10 #FOR 2 STRAPS <br />FILL 1st 4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />• r SOLID W/GROUT <br />x 7-0" <br />8" <br />1 PLY PRE-ENGINEERED TRUSS <br />a <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"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 />7/16" OSB <br />TO BE INSTALLED <br />BOND BEAM OR CAST IN PLACE BEAM <br />FOR OVERHANGS BETWEEN OVER 11/r' <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 />_ <br />CONTACT ENGINEER of RECORD FOR <br />FURTHER INSTRUCTIONS. ' ; • <br />SCRIBE NOTCH <br />(NOTCH) <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 <br />FACE OF ARCH W/ (3)10d NAILS. <br />AT` <br />EA. END <br />RETROFIT TRUSS DETAIL <br />OVERHANG --..g <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 />INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN <br />RETROFIT WALL OVERHANG DETAIL (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 3/4" TO 1 1/2" <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH <br />, „ <br />IF TRUSSES USED) W/ (3) #6 X 4/� WOOD <br />DOUBLE 2X4 SCAB FOR 2'-6" TO 4 -O 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 />/ X (2)10d NAILS @ 8" O.C. <br />ARCH DETAIL <br />J 4 MAX. RAD. <br />USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/ <br />TO TRUSS TOP CHORD <br />OVFR�AM <br />MIN. 4" EMBEDMENT AT 16" O,C. <br />`� <br />NOT <br />11 r <br />1—O 5 —O„ <br />SCALE: N.T.S. <br />SS <br />12 <br />+ + PLYWOOD SHEATHING <br />h <br />JACK TRUSS PROVIDED BY <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24 O.C. <br />+ + <br />+ <br />-INISH FLO <br />2 <br />x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />BLOCKING AS <br />+ + <br />° '�- <br />WITH <br />1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />>. ° •: a '� <br />1/4" MAX EMBEDMENT INTO <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />TRUSS <br />° <br />° #5 BAR <br />`. <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />2'-0„ 8„ <br />(5)12d NAILS SIMPSON <br />+ + SOFFIT <br />+ <br />. e . o' .1•0„ p ° <br />p e ° . CENTERED W/ <br />9 H <br />1 X 4 FURRING <br />BLKG. &BUCK <br />I \:�� <br />2X6 TO 2X4 H2.5A w/ (10) <br />8d NAILS <br />2X4 SYP r ®. <br />EACH TRUSS <br />> • . ° °� IN TOP o <br />> Ig .' ' KNOCKOUT / i"4 <br />° CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />PROVIDE 2 x 8 DIAG. BRACE B <br />2 x 8 VERT. W/ (2)10d <br />NAILS AT EA. END <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ <br />. <br />CONNECTOR 11.1 <br />- { d <br />MONO FOOTING _ <br />--'--- <br />(3) <br />SIZE AND REINF, PER PLAN <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />12d NAILS <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4" <br />JACK TRUSS PROVIDED BY <br />SEE LINTEL <br />SCHED. <br />AND SECTION DETAILS -I <br />. <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />16 <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 />tENTER SO IT <br />.> <br />DIRT 6 z <br />TO BE INSTALLED <br />J <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />° ° STANDARD <br />SCRIBE (NOTCH) BACKSIDE <br />7/16OSB ARCH PANEL <br />" <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />o 90' HOOK <br />#5 BAR IN <br />TO FIT ARCH CONNECT W/ <br />START OF ARC <br />IF TRUSSES USED) W/ (2) #6 X 4Ya" 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 />, , o , . o , • <br />INSTALL WDW SCREW <br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS <br />EQUAL EQUAL <br />WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" <br />•: <br />'I •. `, •' •. o • •. •.. ',, •. ' e, s• <br />ANCHOR INTO ARCH BLKG. <br />THRU OSB INTO 2 x 8 <br />O.C. <br />PER INSTALLATION DETAILS <br />B—B <br />ARCH DETAIL K <br />SECTION @ ENTRY L <br />SECTION @ROOF EXTENSION j� <br />STEMWALL FOOTING SIZE AND <br />REINF. PERLAN AND STEMWALL <br />MONO TO STEMWALL FOOTING <br />SCALE: N.T.S. SS <br />SCALE: 3/4" = V-0" SS <br />SCALE: 3/4" = V-0" Qs_") <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 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 ga. PANEL ) <br />(1) #5 BARS CONT. <br />OCCURS <br />5/8" DIA. ALL THREAD ROD <br />"SET" <br />z <br />#5x6' EMBEDDED INTO EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING <br />( <br />REINFORCING <br />TOP WITH MIN. 3" <br />EPDXIED w/ SIMPSON a <br />O <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />COVER g_p� F F <br />EPDXY MIN. 6" EMBEDMENT & ` <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 />L <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT 1S NECESSARY TO USE MORE <br />° <br />o <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />o ; u <br />LU n <br />A <br />REINFORCING AS FOLLOWS: <br />�= <br />¢ V5 <br />1 <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />T 419�� <br />g° ° _I=�—I I I (�I - <br />= S <br />#5x6' EMBEDDED INTO <br />* PRESS PANEL REINFORCING INTO PLACE. <br />—II h <br />v Z <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />MIN. LAP SPLICE W/ <br />REINFORCING PANEL <br />R <br />o ° I <br />¢ <br />EXISTING FOOTING (2) #5x6` IN CONC. <br />I I=i <br />N <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />D.° <br />—II F <br />DRILL 3/4"x5" MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />T�=III- <br />GRADE o, " I —I I r <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6' MIN. LAP <br />p <br />El <br />G) SET SUCCEEDING COURSE OF BLOCKS, SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />`V <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />`l) <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 • u <br />` <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 />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. <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" = T-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 />t <br />LD i BBB t <br />Q eJ� 0GN <br />s <br />f�N 0 F E S 10"All, <br />a\ <br />S <br />'�'®rrar��►Isat�►m���'� <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 Bth 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 />W 9 <br />v $ <br />r�pp � <br />W <br />®y N N # # <br />D O O M E? (O J J N -, N a1 <br />- <br />�� u_ LL a a <br />�rnM� w �� <br />auo <br />Z i 0 <br />C�, <br />C) <br />C O N Q' m C 0 <br />2EcPrn �oa� <br />_9 <br />"r Q M z U 0 J <br />LLW <br />Z O0 ❑❑❑❑ <br />W <br />z <br />M <br />a <br />V <br />V) c �o N N <br />o <br />V m <br />rn <br />0 � 8 <br />ig �w w qj <br />v o <br />< m <br />C <br />J <br />w <br />M <br />M <br />¢ <br />o <br />z <br />< <br />U_ <br />Q E.- <br />o <br />zo <br />W O <br />z <br />Zo <br />QN <br />Z® <br />oa <br />ca <br />F� <br />CL <br />d E <br />oa <br />d 00 <br />�o <br />U <br />z <br />arw <br />N <br />..4.�. L <br />ao <br />¢ , <br />ro 0 <br />r0 <br />C: <br />U <br />N <br />O <br />O (Y <br />Z <br />Q W <br />fii <br />9 <br />�� <br />Z <br />ZO <br />U <br />a <br />nw <br />dE <br />�- <br />o <br />O <br />JW <br />wQ <br />=3 <br />'o <br />ar <br />10 <br />zl¢ <br />O0 3 <br />>M <br />ai <br />m <br />2 <br />L <br />cc <br />O <br />C0 <br />m <br />� <br />O C:) <br />�vT, <br />r <br />�-+ C <br />L{) <br />LI) <br />J CV <br />00 <br />r <br />Ln <br />T <br />N N <br />T <br />6 <br />E <br />M <br />o <br />z <br />_ <br />' O N <br />E <br />M <br />a <br />E d w <br />0 J Q 0 <br />C <br />J <br />JOB <br />NO: 20-0554 <br />SCALE : AS NOTED <br />SHEET NO. <br />SS <br />