Laserfiche WebLink
3 <br />x <br />CD <br />N <br />1 <br />22 <br />i <br />m <br />r- <br />N <br />C= <br />M <br />x <br />00 <br />DOOR JAMB (REFER 1X4 1/2" DRYWALL <br />DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER <br />1 X 4 1/2" DRYWALL <br />UNACCEPTABLE INSTALLTION <br />TO SHT. SDW2-K1 P.T. <br />TO SHT. SDW2-K1 <br />TO SHT. SDW2-K1 FOR CONN. DETAILS <br />MAX <br />PROPER INSTALLATION <br />8" <br />DO NOT DO THIS <br />' <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />FOR CONN. DETAILS <br />1 4 <br />FOR CONN. DETAILS <br />1 X 4 <br />1 X 4 <br />` #5 REBAR <br />(TYP,) ' <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />X <br />3-1/4" LONG X 3/16" 0 FURRING <br />3/16" 0 X 3" LONG FURRING 3/16 0 X 3-1/2 LONG <br />TAPCONS <br />FURRING <br />#5 REBAR ` <br />I <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />2X BOTTOM PLATE W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />TAPCONS STAGGERED <br />STAGGERED @ 16" <br />2X8 <br />(TYP,) <br />` <br />' <br />BLOCK@ SPACING „ <br />1 DETAIL <br />1X8 P.T. STAGGERED @ 16" O.C. <br />O.C. 2-ROWS INTO 2-ROWS INTO <br />1X8 <br />PER MANUFACTURE <br />MASONRY THROUGH n <br />1x4 P.T. & 1x8 P.T. 1-1 /2 DETAIL MASONRY THROUGH 3" <br />DETAIL <br />`5 fD. 90° HOOK (TYP.) <br />STD. 90A `40 <br />2x BAND JOIST W/ FACE NAIL 10d <br />@ TOP 8 BTTM CHORD, AND (8) <br />1x8 P.T. & 2x8 P.T. <br />FILL SOLID <br />BOTH CELLS <br />HOOK (TYP.) <br />FACE NAILS 1 Od @ TRUSS VERT. <br />WEB <br />3/16" x 3 -1/2" <br />TAPCON @ 16"JLJIL <br />1X4 P.T. <br />L ::J/ <br />METAL SEAT PLATE <br />�� <br />O.C. & 4 FROM <br />3/16 x 3 -1/2 DOOR JAMB (REFER <br />" <br />1 X 4 1/2 DRYWALL <br />IL <br />NOTE: <br />DOOR JAMB REFER EACH END W/ MIN. <br />DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR <br />TO <br />LAP SHEATHING D <br />BOTTOM OF BAND <br />TO SHT. SDW2-K1 2"Px <br />EDGE DIST. <br />TO SHT. SDW2-K1 CONN. DETAIL <br />' ` <br />JOIST TYPICAL <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />10d @ 12 O.C. <br />1 X 4 <br />— J <br />FURRING <br />2X8 P.T. WITH 3/16"0 X 3" <br />LONG TAPCONS <br />+2" <br />- <br />NOTC @FIRST COURSE <br />� <br />SIMPSON HGAM10KTA @ 12" O.C. <br />w/ (4)1/4x1 1/2"SDS SCREWS <br />2x P.T. AS REQ'D <br />2X8 P.T. <br />STAGGERED @ 16" O.C. <br />2X8 <br />` <br />INTO BAND JOIST & (4) 1/4' 3/4" <br />2x DETAIL <br />2 1 /4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL <br />+5� <br />NOTCH WEB AT THE <br />FIRST 2 COURSESFILLED <br />` <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 />H <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. <br />SS <br />SCALE: N.T.S. <br />SS <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. <br />INFO SCALE: N.T.S. <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />mm SECTION <br />A -A <br />UPLIFT CAPACITY _ <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />1600 #FOR 2 STRAPS <br />FILL 1st4COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />8" <br />SOLID W/GROUT <br />1 PLY PRE-ENGINEERED TRUSS <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 CUTOUT 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 1 1/2" <br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR <br />CONTACT ENGINEER of RECORD FOR <br />� " <br />POLY -CELL IN THIS AREA <br />2 x 8 45 DAAGONAL BRACE AT EA. <br />FURTHER INSTRUCTIONS. .a <br />SCRIBE (NOTCH) <br />FACE OF ARCH W/ (3)10d NAILS <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 />\_2 <br />N.T.S. <br />e• <br />x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INSTALL WDW. SCREW ANCHOR -ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN <br />' <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 <br />THRU <br />TRUSS AS SHOWN FOR O.H. UP TO 2'-0" <br />FOR OVERHANGS BETWEEN 3/4" TO 1 112" <br />—� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />START OF ARC <br />IF TRUSSES USED) W/ (3) #6 X 4'Y," WOOD <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REGD. <br />4' MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />X Oj/ (2)10d NAILS @ 8" O.C. <br />FRygN <br />ARCH DETAIL <br />WALL USE (3)1/4" X 31/2" TAPCONS AT 16" <br />TO TRUSS TOP CHORD <br />SCALE: N.T.S. <br />SS <br />O.C. 12 <br />+ <br />+ CFNG�y PLYWOOD SHEATHING <br />I_ ti I_ <br />1 0 511 <br />O <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 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />'� <br />EMBEDMENT INTO ) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />• ° <br />/4" MAX <br />" n <br />2 8 <br />TRUSS + SOFFIT <br />+ <br />° : • .' D #5 BAR <br />> ► <br />BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH <br />() SIMPSON <br />5 12d NAILS <br />+ <br />+ <br />°` <br />p 10 • ° . CENTERED W/ <br />H„ ° <br />BLKG. & BUCK <br />2X6 TO 2X4 H (10) <br />2X4 SYP ' <br />° • °° ' IN TOP e <br />1 X 4 FURRING <br />NAIL/ <br />EACH TRUSS <br />, :� KNOCKOUT/ <br />CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. W/ (2)10d <br />NAILS AT EA. END <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ (3) <br />CONNECTOR ''° <br />MONO FOOTING <br />—i <br />PROVIDE 2 x 8 DIAG. BRACE B <br />SIZE AND REINF. PER PLAN <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />BUCK - (1) WITHIN 4" <br />12d NAILS <br />SEE LINTEL <br />AND SECTION DETAILS -I <br />BRACE EXCEEDS 24" <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 />-I • <br />CLEAN FILL .► s ' <br />2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION <br />() <br />ARCH <br />#2 SYP @ 24" O.C. <br />tENTER SO IT <br />• <br />DIRT ? - z <br />TO BE INSTALLED <br />2 <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />,°. ° STANDARD 4 <br />SCRIBE NOTCH BACKSIDE 7/16" OSB ARCH PANEL <br />(NOTCH) <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />a 90� HOOK N <br />#5 BAR IN r <br />TO FIT ARCH CONNECT W/ <br />START OF ARC <br />IF TRUSSES USED) W/ (2) #6 X 4Y.' WOOD <br />FOR OVER HANG <br />FILLED CELL -. - � IL, T , <br />8d 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 />_ .' . _ . <br />' , <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 />INSTALL WDW, SCREW THRU OSB INTO 2 x 8 <br />O.C. <br />�� ��'� �� � �� �� � `' � � �� � <br />ANCHOR INTO ARCH BLKG. <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS ARCH DETAIL K <br />SECTION @ ENTRY L <br />SECTION @ROOF EXTENSION M <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 />SIMPSON2"NAILHTT4 w/ 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 />S & (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 />OCCURS <br />TOP WITH MIN. 3" <br />EPDXIED w/ SIMPSON "SET' a <br />o <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />COVER �� <br />6 -0 <br />EPDXY MIN. 6" EMBEDMENT & <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 />LU NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />°. <br />o <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />e p o <br />w a A <br />REINFORCING AS FOLLOWS: <br />a 1 <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />p <br />J <br />#5x6 EMBEDDED INTO <br />U z <br />* PRESS PANEL REINFORCING INTO PLACE. <br />�� <br />6 MIN. LAP SPLICE W/ <br />o <br />EXISTING FOOTING (2) #5x6' IN CONC. <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />can N FILLED CELL <br />SMOOTH. DO NO FURROW. <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 � n <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />„ <br />6 IN. LAP <br />p <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />NOTE: <br />c.l ° 'p <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 />n <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />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. 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 />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 />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 />v, <br />0 <br />U� <br />z <br />z <br />z <br />E3 <br />U) z <br />Cm <br />V) 0 <br />ILLJ <br />0 LU <br />2 <br />1, <br />E <br />`o <br />U <br />LULO <br />o <br />�� <br />M <br />~ <br />t6 <br />PC <br />O O co <br />co <br />U <br />0 <br />AI <br />N.C.B.D.c <br />d <br />CV <br />N •aF�' <br />N <br />LL <br />`> <br />LLJ <br />O' <br />caLL \ <br />E���'� <br />�•M•� <br />•• <br />`� <br />W F L..•o <br />r: C, <br />To the best of the Engineer's k �TR , and <br />belief, the structural plans and spec , ib contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />Z NO <br />0�� <br />M <br />Q 'gyp Ln <br />N •L d' <br />Itl <br />H0)U Ln <br />a <br />ILL U ca <br />Q 0000 <br />C <br />Z <br />LU <br />1 0 <br />d" <br />Z <br />w <br />za <br />a <br />ax <br />nee, <br />z <br />z <br />J <br />� f <br />218 <br />Z <br />-gyp <br />� <br />Z <br />0 <br />= <br />N <br />U <br />J <br />a <br />W <br />0 <br />H. <br />ARVV <br />0 <br />J - - <br />Q6Q <br />W <br />V arp <br />k <br />[V <br />U4 <br />Luo <br />ce <br />Z <br />J< <br />Ln <br />�a of <br />r <br />Q <br />Z <br />o' <br />b <br />Z <br />M <br />Z <br />Z <br />� <br />i° <br />m <br />� <br />g <br />�� <br />o <br />� <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAMES <br />VERSION N0. 15. l <br />SHEET NO. <br />SS <br />