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1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL <br />UNACCEPTABLE INSTALLTION <br />DOOR JAMB (REFERTO SHT. SDW2-K1 _ <br />TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS <br />MAX.8" <br />PROPER INSTALLATION DO NOT DO THIS ' <br />2"x BOT. PLATE W/ (2)10d @ 6"O.C.FOR <br />*1114 <br />CONN. DETAILS <br />X 4 1X 4 <br />FOR CONN. DETAILS1X <br />`#5 REBAR (TYP,) <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE <br />4 <br />3-i/4" LONG X 3/16"FURRING 3/16" 0 X 3" LONG FURRING FURRING <br />3/16"O X 3-1/2" LONG <br />#5 REBAR ` <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />TAPCONS TAPCONS STAGGERED 2X8 <br />TAPCON. INTO STAGGERED @ 16" <br />(T,/P) <br />1X8 P.T. STAGGERED @ 16" O.C. 1X8 <br />BLOCK@ SPACING a O.C. 2-ROWS INTO <br />1 DETAIL 2-ROWS INTO <br />2x JOIST W/ <br />PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH �� <br />3 DETAIL <br />STD. 90" ` D. 90 HOOK (TYP.) <br />BAND FACE NAIL 1Od <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. <br />FILL SOLID HOOK (TYP.) <br />BOTH CELLS <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />3l16" x 3 -1/2" <br />TAPCON @ 16" <br />Lj <br />METAL SEAT PLATE <br />» 1X4 P.T.— <br />NOTE: <br />O.C. <br />O.C. & 4 FROM 3/16 x 3 -1/2 DOOR JAMB (REFER 1/2 DRYWALL <br />1 X 4 <br />LAP SHEATHING TO <br />EACH END W/ MIN DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR <br />DOOR JAMB (REFER ( <br />D <br />BOTTOM OF BAND <br />TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL <br />` <br />JOIST TYPICAL <br />FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 <br />10d @ 12" O.C. <br />— FURRINGSIMPSON <br />" �� <br />2X8 P.T. WITH 3/16 . X 3 <br />' +2» NOTC @FIRST COURSE <br />SIMPSONHGAM10KTA 12" O.C. <br />4 1/4x1 1/2" SDS SCREWS <br />2X8 P.T. LONG TAPCONS 2X8 <br />2x P.T. AS REQ D STAGGERED @ 16" O.C. <br />` <br />INTO BAND JOIST & 4)1/4"x2 3/4" <br />TITEN INTO K.O. BLOCK <br />2x DETAIL 2 1 /4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL <br />NOTCH WEB AT THE <br />±5" FIRST 2 COURSESFILLED <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.S. <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 -A <br />=1610 #FOR 2 STRAPS <br />FILL 16t4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />2'-0" 8" <br />�. SOLIDW/GROUT <br />` <br />R <br />1 PLY PRE-ENGINEERED TRUSS <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 i/4" TAPCONS <br />BLOCK HEADER ARCH BLKG. &BUCK <br />SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS <br />1/2" DRYWALL * <br />WPI <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 />a �: <br />LEAVE A CUT OUT IN O.S.B. ON THE <br />2 x 8 45A DIAGONAL (4)10d NAILS <br />7ENO <br />BRACE(S) 2 x 8 BRACE/INSIDE TO ALLOW FOR INSULATION <br />4 �• <br />7/16" OSB 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 HB. FOR <br />POLYS AREA 2 x 8 45 DIAGONAL BRACE AT EA. <br />CONTACT ENGINEER of RECORD FOR <br />OR <br />FURTHER INSTRUCTIONS. .'• •• <br />SCRIBE NOTCH FACE OF ARCH W/ (3)1 Od NAILS <br />•:• <br />OVERRAN •, . <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END <br />RETROFIT TRUSS DETAIL <br />. <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />a: <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INSTALL WDW. SCREW ANCHORARCH FACES W (4)1Od NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN <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 />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 />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 4tW WOOD <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. <br />4 MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />x O (2)10d NAILS @ 8" O.C. <br />�FRygN TO TRUSS TOP CHORD <br />ARCH DETAIL J <br />WALL USE (3)1/4" X 31/2" TAPCONS AT 16" <br />SCALE: N.T.S. SS <br />O.C. 12 <br />+ <br />+ �FNGTH PLYWOOD SHEATHING <br />1 O 51- 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 SECTION <br />+ + BLOCKING AS <br />• • � � <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />> ► ► 4~~ <br />„ EMBEDMENT INTO ) <br />/4 MAX <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />TRUSS <br />°.. • ►: , #5 BAR <br />•" • <br />2'-0" 8" <br />BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH <br />() SIMPSON <br />5 12d NAILS <br />+ + SOFFIT <br />+ <br />► . ► • : .' ► p ° <br />D• 10 ° ` ° : CENTERED W/ <br />BLKG. & BUCK <br />f <br />2X6 TO 2X4 H2.IN <br />5A w/ (10) <br />2X4 SYP ► . ► <br />► ° + TOP <br />N <br />1 X 4 FURRING <br />8d NAILS <br />EACH TRUSS <br />KNOCKOUT ! <br />I <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/ <br />� <br />CONNECTOR <br />• <br />- d <br />MONO FOOTING _ ' ► <br />•'. <br />PROVIDE 2 x 8 DIAG. BRACE BTWN,.,, <br />(3) <br />° . <br />SIZE AND REINF. PER PLAN <br />VERT. BRACES WHEN HGT. OF <br />TAPCAT EA. SIDE <br />12d NAILS <br />SEE LINTEL <br />AND SECTION DETAILS -I <br />BRACE EXCEEDS 24" <br />BUCK - ( <br />BUCK WITHIN 4 <br />JACK TRUSS PROVIDED BY <br />SCHED. <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />S <br />TRUSS COMPANY OR 2x4 <br />CLEAN FILL ° ° <br />2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION <br />() <br />ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SO IT <br />.► <br />z <br />DIRT ?10 <br />TO BE INSTALLED <br />00, <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />°� . , <br />HOOK i14 <br />°ffTANDARD c <br />SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />#5 BAR IN ' <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4'/2' WOOD <br />FOR OVER HANG <br />FILLED CELL ��. <br />8d NAILS 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 />.•: •. �• _ �•� �., .•_ •., <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL <br />INSTALL WDW, SCREW <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />LIL <br />Nk <br />THRU OSB INTO 2 x 8K�K <br />ANCHOR INTO ARCH BLKG.MONO <br />O.C. <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS 13 ARCH DETAIL <br />SECTION @ ENTRY L <br />SECTION @ ROOF EXTENSIONK'M <br />REINF. PERLAN AND STEMWALL <br />TO STEMWALL FOOTING <br />�B- <br />— SCALE: N.T.S. <br />SS <br />SCALE: 3/4" =1'-0" <br />SS" <br />SCALE: 3/4" =1'-0 <br />1-1 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 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 EXPANSION STRIP <br />FLOOR PLAN FOR <br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 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. 1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />(1) #5 BARS CONT. <br />5/8" DIA. ALL THREAD ROD <br />cr #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" <br />0O <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING <br />( REINFORCING <br />COVER 61-0" <br />EPDXY MIN. 6" EMBEDMENT & ` <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER <br />F.F. <br />3" MIN. EDGE DISTANCE <br />a FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP <br />U_ W NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />, <br />O 9 <br />A <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />, ; > <br />w a <br />REINFORCING AS FOLLOWS: <br />U 1 <br />SEALANT <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />o e _r <br />p <br />¢ <br />-' <br />* PRESS PANEL REINFORCING INTO PLACE. <br />6 MIN. LAP SPLICE W/ <br />► ° <br />#5x6' EMBEDDED INTO <br />v z , <br />g EXISTING FOOTING 2 #5x6 IN CONC. <br />() <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL <br />_ <br />- <br />cn � FILLED CELL <br />SMOOTH. DO NO FURROW. <br />, ° <br />` <br />t„ <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 />NOTE: <br />N ► <br />" <br />REMAIN FREE OF MORTAR. <br />z \ <br />' <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. <br />r g 0> <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 />L16"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 />u, <br />zo <br />z <br />z <br />4 <br />a <br />U) z <br />C <br />V^) 0 <br />W W <br />(Dru <br />Q <br />0 u., <br />c <br />8 o <br />'- <br />U <br />W <br />m n <br />� <br />yp� <br />W1--- <br />C <br />� t0 cm," <br />o <br />R 1 <br />RIM <br />N C B D C <br />9AZ� <br />OG 4 <br />LL F <br />z•. 5�. <br />W C4. RO F� E <br />Itl <br />To the best of the Engineer's knowledge, n on, and <br />belief, the structural plans and specifications 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 N <br />0 •N n <br />(/) M C <br />M <br />Q t 'M Ln <br />a°°^ <br />sz <br />z <br />V <br />Q 0000 <br />z E <br />Z <br />LUUj <br />J C) <br />Z <br />W <br />zaa <br />W <br />O <br />EYE <br />qlae <br />C <br />re) <br />w3 <br />0 <br />_d7 <br />0 <br />w <br />o u_ <br />PRE <br />IfVYLU <br />� <br />U4 o <br />Z <br />J <br />Ln <br />Lu <br />a <br />a <br />%.0 <br />C:) <br />Z <br />Z <br />tj <br />a <br />m <br />N <br />00 <br />Z <br />g <br />= <br />SCALE : AS NOTED <br />DATE : 3/15/2018 <br />TECH: MJAMES <br />VERSION NO. 4mO <br />SHEET NO. <br />SS <br />