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0 <br />i <br />0 <br />0- <br />0 <br />U <br />J <br />N <br />0 <br />0 <br />ca <br />c <br />0 <br />0 <br />a <br />0 <br />0 <br />o� <br />1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL <br />1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( <br />UNACCEPTABLE INSTALLTION <br />, <br />DOOR JAMB REFER <br />( P.T. TO PRODUCT TO PRODUCT <br />TO PRODUCT APPROVAL FOR CONN. <br />PROPER INSTALLATION MAX. 8 <br />♦ DO NOT DO THIS <br />2"x BOT, PLATE W/ (2)10d @ 6" O.C. <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. 1x4 1 X 4 <br />♦ #5 REBAR (TYP,) ' <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X <br />1x4 P.T. FURRING <br />3/16" O X 3" LONG FURRING <br />3-1/4" LONG X 3/16"0 FURRING (2) ROWS 3/16 x 3-1/2 <br />REBAR ` ' <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />BOTTOM PLATE W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />TAPCONS <br />TAPCON. INTO TAPCON @ 16" O.C. & 4" 2X8 <br />STAGGERED @ 16 <br />(T <br />(TYP,) ♦ ' <br />1x8 P.T. FROM EACH END w/ MIN. 1X8 <br />BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH <br />1 DETAIL <br />41 <br />`STD. <br />2x BAND JOIST W/ FACE NAIL 10d <br />JOIST <br />PER MANUFACTURE MASONRY THROUGH �� <br />A <br />1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL <br />90° HOOK (TYP.) <br />STD. 90^ ♦ /� <br />@TOP & TTM CHORD, AND (8) <br />1 P.T. & 1 x8 P.T. STAGGERED @ 12" O.C. <br />FILL SOLID <br />BOTH CELLS HOOK (TYP.) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />3116" x 3 -1/2" DOOR JAMB (REFER <br />TAPCON @ 16" 1x4 P.T. <br />TO PRODUCT <br />TAL SEAT PLATE <br />O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL <br />TE: <br />EACH END W/ MIN TO PRODUCT APPROVAL FOR CONN. 1x4 <br />P SHEATHING TO <br />[BOTTOM <br />DOOR JAMB (REFER <br />TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. wl (2) ROWS 3/16" <br />'♦IST <br />OF BAND <br />TYPICAL <br />APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4 <br />(2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH <br />O.C. & FURRING <br />@ END C MIN. 2" EDGE DIST. <br />ON EACH <br />4" FROM <br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />' ±2" NOTC @ FIRST COURSE <br />SIMPSON HGAM10KTA @ 12" O.C. <br />w/ (4) 1/4x1 1/2" SDS SCREWS <br />2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 <br />I ♦ <br />INTO BAND JOIST & (4) 1/4"x2 3/4" <br />K.O. <br />2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL <br />NOTCH WEB AT THE <br />' <br />t5" FIRST 2 COURSESLED <br />TITEN INTO BLOCK <br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC <br />CELL PER <br />FOUNDATION PLAN <br />FILLED CELL INSTALLATION H <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. SS <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. <br />SCALE: N.T.S. <br />SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK SECTION <br />UPLIFT CAPACITY = 805 #FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A <br />-A <br />=1610 # FOR 2 STRAPS <br />FILL 1st 4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />SOLID WIGROUT <br />2'-0" 8" <br />1 X 4 FURRING n SOLID BLKG. AT TOP BTWN. <br />1 PLY PRE-ENGINEERED TRUSS <br />BLOCK HEADER ARCH BLKG. &BUCK <br />1/4" x 31/4" TAPCONS <br />.a <br />SIMPSON HM9KT w/ (4)1/4"x1 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"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 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 />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. .;.. a...., .„. <br />SCRIBE (NOTCH) <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 <br />FACE OF ARCH W/ (3)10d NAILS <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />. ,:e ... <br />OVERRAN <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INSTALL WDW. SCREW ANCHORM ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 <br />INTO ARCH BLKG. PER <br />PROVIDE TAPCON WITHIN <br />RETROFIT WALL OVERHANG DETAIL NTS <br />INSTALLATION DETAILS A <br />4" MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <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 />FOR OVERHANGS BETWEEN 3/4" TO 1 112" <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH <br />IF TRUSSES USED W/ 3 #6 X 4Yz' 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 />NAILS @ 8" O.C. <br />ARCH DETAIL <br />4' MAX. RAD. <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ <br />, <br />V <br />x0TO TR <br />FR TO TRUSS TOP CHORD <br />yqN <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />�E <br />NGTy <br />1-0�� 5r-Orr <br />SCALE: N.T.S. SS <br />12 <br />+ + PLYWOOD SHEATHING <br />1. <br />JACK TRUSS PROVIDED BY SEE <br />i <br />+ + <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24 O.C. <br />+ + <br />+ <br />INISH FLOQ <br />2 <br />x 8 BUCK - CONNECT TO BLOCK SECTION <br />+ + BLOCKING AS <br />° <br />' <br />WITH <br />1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />>.� > <br />/4" MAX EMBEDMENT INTO K.) <br />2'-0" 8" <br />PER NAILING SCHEDULE <br />ALL <br />TO SUPPORT <br />TRUSS + SOFFIT <br />° • ° >.. #5 BAR <br />�. o .'> <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />i <br />+ + <br />p 1'0, ° P. ' ° CENTERED W/ g <br />9 K <br />1 X 4 FURRING <br />BLKG. &BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />8d NAILS <br />2X4 SYP . ®e <br />EACH TRUSS <br />o • . ° °s IN TOP b <br />> , KNOCKOUT / N <br />/ <br />_� I� ° CHAIR BLOCK <br />° <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 ''®� <br />_ • <br />MONO FOOTING •° s' ° °, <br />(3) <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 -I <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4" <br />JACK TRUSS PROVIDED BYJ <br />SCHED. <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 />z <br />DIRT <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />PRECAST LINTEL <br />° STANDARD o <br />° . , <br />4'-0" MAX SEE PLAN <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />#5 BAR IN ° 90° HOOK N <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD <br />FOR OVER HANG <br />FILLED CELL, • -. • •. • r • -. , <br />8d NAILS <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />START OF ARC <br />4' MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'-0") <br />L • ., <br />INSTALL WDW, SCREW <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />° <br />' <br />.' .• ` `.' .• �.- .• I ► r . �.� .• <br />ANCHOR INTO ARCH BLKG. <br />THRU OSB INTO 2 x 8 <br />O.C. <br />PER INSTALLATION DETAILSSTEMWALL <br />B_B <br />ARCH DETAIL rK <br />SECTION @ ENTRY L <br />SECTION @ROOF EXTENSION M <br />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" = 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 314"x5" MIN. HOLE SET BAR IN <br />118". 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 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 />x 1 <br />SIMPSON2" <br />MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" <br />( ) <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. 1/4. EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />(1) #5 BARS CONT. <br />1/2" NAILS L STUDS & O - <br />NAILHTT4 U S & (1) <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 9 ga. PANEL PER ANCHOR) <br />OCCURS <br />TOP WITH MIN. 3 <br />EPDXIED w/ SIMPSON SET x <br />Z <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING <br />COVER 6'_0" <br />EPDXY MIN. 6" EMBEDMENT & <br />n o <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER <br />3" MIN. EDGE DISTANCE <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP <br />U_ w SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />0 0NON <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />v a A <br />REINFORCING AS FOLLOWS: <br />* SEALANT <br />a 1 <br />L F F <br />PLACE LOWER HALF 0 MORTAR IN BED JOINT. DO NOT FURROW. <br />- <br />g —I I <br />#5x6' EMBEDDED INTO <br />U z <br />PRESS PANEL REINFORCING INTO PLACE. <br />D <br />EXISTING FOOTING <br />6 MIN. LAP SPLICE W/ <br />_ III 116 <br />g 2 #5x6 IN CONC. <br />( ) <br />*`�`•:`:;:.:;i;:. <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL <br />— I <br />- <br />Q - <br />cn � FILLED <br />LL D CELL <br />SMOOTH. DO NO FURROW. <br />° — — <br />• o � — _ <br />N <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 />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE <br />N R <br />REMAIN FREE OF MORTAR. NOTE: <br />Cl) z_ <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. <br />r • u <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT <br />, ° <br />_'0 <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 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 />I 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" = 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 />%%% <br />r <br />'�j;J 'OUj <br />z <br />co C••• <br />R <br />`ffFt,l{tt{{{e°� <br />0F <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />H <br />co <br />W <br />MAN1,C)00 <br />�co <br />E 6 mN^ <br />_ _ 'CO,(p OD <br />O 0) <br />5 <br />J <br />O N N C Lo Nu - <br />Co <br />Co <br />d 0 <br />ei <br />M a JLL <br />W <br />LL d <br />Q <br />N <br />�j M W <br />>mti` aa <br />Z <br />� W-, 0 o� <br />O <br />0 <br />2 m 0 <br />W <br />Earn ¢ a <br />N M <br />' Z N O Q O =)LL <br />aQ <br />Z <br />(IL) ❑❑❑ <br />W <br />z N <br />o <br />00 <br />Z iz N <br />z o � <br />J M <br />d N <br />M <br />z o <br />0 <br />�-J <br />N <br />V) 0 <br />w ; <br />O <br />„, <br />N <br />C), o <br />N <br />� <br />� N <br />4 <br />� <br />� <br />U m <br />w m <br />0 8 <br />=! <br />U o <br />c u' <br />Q <br />® 0 <br />rn rn <br />44 <br />oro <br />Cl)Z <br />z <br />w <br />Z <br />Z <br />Cl) <br />US <br />4 <br />U_ <br />Q E <br />0 <br />K <br />0 <br />4 O <br />_® <br />E: u <br />co <br /><= <br />U0 <br />x o <br />a� <br />U <br />�U <br />U� <br />�o <br />Q <br />WIN <br />W2 <br />L <br />O <br />r <br />m 0 <br />c <br />C <br />U <br />�m <br />0, <br />ZH <br />6W <br />zZ <br />co <br />N <br />a� <br />R <br />ZO <br />�U <br />Q_ <br />o <br />a <br />w W <br />V <br /><& <br />wee <br />az <br />< <br />=3 <br />o <br />o� <br />Z. <br />�o <br />o <br />.° M <br />J <br />>(v) <br />L <br />� <br />m <br />W <br />� <br />N <br />.> <br />c <br />N <br />cc <br />^ <br />J <br />0 <br />O <br />Q <br />0 <br />_0 <br />W <br />2 <br />� <br />C) <br />LO <br />Z N <br />r <br />L0= <br />In <br />LO <br />r <br />N <br />N <br />�— <br />(0 <br />o L0 <br />ai <br />w <br />N <br />co <br />o <br />z <br />W <br />E Q <br />c <br />v <br />d <br />E <br />U J <br />Q 0 <br />J <br />JOB <br />NO: <br />20-3576 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />SS <br />