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J <br />1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL <br />UNACCEPTABLE INSTALLTION � <br />MAX. 8' <br />DOOR JAMB (REFER TO PRODUCT <br />P.T. TO PRODUCT <br />PROPER INSTALLATION ` DO NOT DO THIS <br />2"x JOT. PLATE W/ (2)10d @ 6" O.C. <br />TO PRODUCT APPROVAL FOR CONN. <br />APPROVAL FOR CONN. 1 X 4 <br />APPROVAL FOR CONN. lx4 <br />` #5 REBAR (TYP,) ' <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d 4" <br />1x4 P.T. 3/16" 0 X 3" LONG FURRING FURRING <br />3-1/4" LONG X 3/16" 0 FURRING (2) ROWS 3/16" x 3-1/2" <br />TAPCONS <br />#5 REBAR ` ' <br />(n'P.) <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />@ <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO TAPCON @ 16" O.C. & 4" 2X8 <br />STAGGERED <br />`4,r ' <br />BLOCK@ SPACING �� O.C. ROWS NTO' 1x8 P.T. FROM EACH END w/ MIN. 1X8 <br />1 DETAIL 2" EDGE DIST. ATTACH <br />so° HOOK (TYP.) <br />2x BAND JOIST W/ FACE NAIL 10d <br />PER MANUFACTURE MASONRYTHROUGH �� <br />1-1/ 2 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL <br />STD. s <br />@ TOP & CHORD, AND <br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. <br />T <br />BOTH CELLS HOOK (TYP.) <br />NAILS 1O R <br />WEB NAILS 10d @TRUSS VERT. <br />3/16" x 3 -1/2" DOOR JAMB (REFER <br />TAPCON @ 16" 1x4 P.T. TO PRODUCT <br />LVLNOTE: <br />METAL SEAT PLATE <br />O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL <br />LAP SHEATHING TO <br />DOOR JAMB (REFER EACH END W/ MIN.TO PRODUCT <br />2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" <br />JOIST TYPICAL ND <br />TO PRODUCT x 3-1/2" TAPCON @ 16" 1x4 <br />APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2° O.C. & 4" FROM EACH FURRINGSIMPSON <br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. <br />„ <br />+ " NOTC @FIRST COURSE <br />HGAM10KTA 12" O.C. <br />@ <br />4 FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />' -2 <br />w/ (4) 1J4x1 1/2" SDS SCREWS <br />2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 <br />INTO BAND JOIST & (4)1/4"x2 3/4" <br />TITEN INTO K.O. BLOCK <br />2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3- /4" DETAIL <br />NOTCH WEB AT THE <br />t5^ FIRST 2 COURSESLED <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 STRA <br />SCALE: N.T.S. SS <br />SCALE: N.T.S. <br />SS <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. <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 />at 4 <br />SOLID W/GROUT COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" <br />1 PLY PRE-ENGINEERED TRUSS <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS <br />BLOCK HEADER ARCH BLKG. &BUCK <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 />* <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 LEAVE A CUTOUT IN O.S.B. ON THE <br />' <br />•• <br />BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION <br />" <br />7/16" OSB TO BE INSTALLED <br />BOND BEAM OR CAST IN PLACE BEAM <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <br />CONTACT ENGINEER RD FOR <br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR <br />POLY -CELL IN THIS AREA BRACE AT <br />URTHER INSTRUOCTIIONS. M <br />:. • :..; <br />SCRIBE (NOTCH) FACE OF ARCH W/ (3) Od NAILSNAL <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 />: •. <br />N.T.S. <br />INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />ARCH FACES W (4)10d 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 />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 1/2" <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH <br />IF TRUSSES USED) W/ (3) #6 X 4Y," WOOD <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 />4' MAX. RAD. <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ <br />X <br />TO TO TRUSS TOP CHORD <br />RHgN <br />1 r-OCC 5C-OCC <br />ARCH DETAIL <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />+ �F <br />+ NOTH <br />SCALE: N.T.S. SS <br />12 <br />+ PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY SEE i <br />+ + <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24 O.C. <br />+ + <br />+ <br />BLOCKING AS <br />INISH FLO QI <br />2 <br />WITH <br />x 8 BUCK - CONNECT TO BLOCK SECTION <br />1/4" x 31/4" TAPCON (1 1/4"MIN. <br />ROOF SHEATHING ATTACHED ' <br />+ <br />+ REQUIRED <br />> ► ► '•� ''� <br />B-B <br />EMBEDMENT INTO K.) <br />PER NAILING SCHEDULE ALL <br />PORT <br />TO TRUSS + <br />° • ' ° <br />. •' • • #5 BAR <br />!4" MAX 2-0 8 <br />" <br />SIMPSON <br />SOFFIT <br />+ + <br />; ► „ ► <br />p 10 • p. ► • : CENTERED W/ g <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS <br />2X6 TO 2X4 Wit <br />► • '► IN TOP q <br />1 X 4 FURRING <br />BLKG. &BUCK <br />gd NAILSH2.5A <br />EACH TRUSS <br />KNOCKOUT/ N <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 />CONNECTOR � <br />MONO FOOTING ' , • <br />PROVIDE 2 x 8 DIAG. BRACE B <br />CONT. W/ (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 BY <br />SCHED.lit <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 />DIRT z <br />TO BE INSTALLED <br />000, <br />'MAX SEE PLAN <br />PRECAST LINTEL <br />Ai: o <br />BUILT UP PLWD. BUCK - <br />rSOTANDARD% <br />ii HOOK iv <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 , <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4%" 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 <br />4 MAX. RAD. <br />SCREWS 16" O.C. MAX. OR IF MASONRY <br />@ <br />(MAX. 4'-0") <br />_ • _ t <br />, ,- , , <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL <br />WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" <br />INSTALL WDW, SCREW <br />THRU OSB INTO 2 x 8 <br />O.C. <br />VK <br />ANCHOR INTO ARCH BLKG. <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS <br />ARCH DETAIL K <br />SECTION @ENTRY L <br />SECTION ROOF EXTENSION M <br />REINF. PERLAN AND STEMWALL <br />_ <br />B B <br />MONO TO STEMWALL FOOTING <br />SCALE: N.T.S. SS <br />SCALE: 3/4" = V-0" SS <br />SCALE: 3/4" = V-0" SS <br />SECTION DETAILS <br />SCALE: 3/4" = V-0" <br />GLASS BLOCK INSTALLATION NOTES <br />NOTE: IF RETROFIT FILLED PROJECT, <br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <br />CONTACTRUCTION <br />ENG NEEROF R CORD FFOR ADD TIONAL INSTRUCTION. <br />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <br />EXISTING <br />EXTENDS TO SILL. <br />MASONRY WALL. SEE PLAN FOR <br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <br />PROVIDE LOWER <br />DRILL 3/4"4"MIN. HOLE SET BAR IN <br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS <br />HOOKED DOWEL <br />SEE SHEET D2 AND <br />EPDXY CAP TO PREVENT LEAKAGE <br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE <br />TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP <br />FLOOR PLAN FOR <br />TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT <br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL <br />MORE INFO <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS 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 />1/2" NAILS TO STUDS & (1) - <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />(1) #5 BARS <br />ALL THREAD ROD <br />#5x6' EMBEDDED INTO EXISTING BOND BEAM <br />z <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) <br />IN. 3"CONTOCCURS <br />TOP WITH MIN. 3" <br />EPDXIED w/ SIMPSON "SET' <br />XIE <br />EPDXIED <br />o <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING <br />COVER 6'-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 />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 />o S2 NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />v a A <br />REINFORCING AS FOLLOWS: "` <br />CL 1 <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. W. 0 `':' SEALANT <br />F <br />► e <br />p <br />� :5 <br />M g #5x6' EMBEDDED INTO <br />* PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ <br />.n � � �° <br />� g EXISTING FOOTING (2) #5x6 IN CONC. <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL <br />Q <br />N FILLED CELL <br />SMOOTH. DO NO FURROW. <br />n ° . <br />DRILL 3/4"x5" MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />t,. n <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. LAP <br />6"MIN. <br />°' <br />:;ri <br />ElGRADE <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE <br />NOTE: <br />ct ° ► <br />M <br />` . \ <br />REMAIN FREE OF MORTAR. <br />SEE GLASS BLOCK INSTALLATION NOTES. <br />� � \ � <br />\ � ` <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEALANT <br />• ► <br />' <br />�.a <br />4" SAW CUT <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />• <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 />OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 <br />16" MIN. COVER EA. WAY <br />SECTION <br />WEDGES FROM LOWER COURSES GLASS BLOCK SHALL BE INSTALLED <br />A <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 />SCALE: 3/4" =1'-0° <br />SCALE: 3/4„= -1-0 „ <br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. <br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR <br />SCALE: N.T.S. <br />INSTALLATION OF GLASS BLOCK. <br />' F,C <br />'• <br />,- <br />�,L�o <br />J <br />. <br />�`14 <br />v <br />O <br />R F€ S S `O <br />f/�rrltllltttt <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 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 />Q <br />E pp <br />8 8 N2 19 <br />0 <br />N CD . - <br />="'0 J*W <br />r LL LJL a <br />M <br />y <br />W Ly <br />r6, <br />u LL a r1 <br />?' <br />0 <br />J <br />0 W O <br />t @ <br />W. <br />�i <br />coo m <br />'M CV CO <br />pjO1 _oa <br />LW <br />Z <br />M <br />J <br />N <br />Q <br />OU ❑❑❑ <br />W <br />C <br />z QN f'7 <br />Z <br />z <br />J <br />a <br />N <br />N <br />z <br />0 <br />— s` <br />LL <br />-, <br />'0 <br />0 <br />LU <br />In <br />� <br />c <br />U g <br />LL J <br />s <br />v <br />_ � <br />N <br />� <br />M <br />W <br />z <br />1X°a <br />Q <br />°CC6 <br />12 <br />8O <br />wZ� <br />ZE <br />E <br />NZO <br />0oU <br />Z <br />wd„ i <br />�d o <br />. <br />J <br />m f <br />Eo <br />Z <br />c <br />U <br />N O <br />oLL <br />Z <br />Q W <br />W <br />J <br />a <br />' <br />8� <br />w0 <br />i0z <br />N°W <br />oLL <br />J <br />4 <br />JW <br />�,���w <br />0 <br />0 <br />zta <br />3 <br />o'it <br />In <br />>M <br />� <br />^L <br />M <br />W <br />\ <br />/ <br />m <br />' <br />Lsn <br />CD <br />CD <br />a <br />W m <br />�• <br />= <br />Tom' <br />CD <br />Ln <br />CV <br />r <br />r <br />I Loo <br />ro., <br />r <br />m <br />(Ohi <br />°' <br />N <br />Z <br />Z <br />E 0 <br />E <br />OA <br />a3 <br />C <br />a <br />U _j <br />a <br />¢ tj <br />c <br />JOB <br />NO: <br />20-6221 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />SS <br />U <br />W <br />2 <br />L <br />