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3 <br />S <br />a <br />v <br />O <br />0 <br />LL 3 <br />co <br />N <br />(Y <br />rn <br />(Y <br />C <br />0 <br />J <br />I <br />O <br />i <br />3 <br />a <br />N <br />O <br />i <br />a <br />E <br />F2 <br />2 <br />E- <br />0 <br />S <br />0 <br />J <br />y <br />W <br />E2 <br />U <br />0 <br />U <br />_o <br />a <br />CL <br />0 <br />U <br />-0 <br />r7 <br />N <br />N <br />0 <br />0 <br />0 <br />a <br />0 <br />0 <br />LO <br />Of <br />W <br />Q <br />m <br />3 <br />0 <br />1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL <br />UNACCEPTABLE INSTALLTION <br />, <br />DOOR JAMB (REFER <br />TO PRODUCT P.T. 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. <br />APPROVAL FOR CONN. 1 X 4 <br />#5 REBAR TYP, <br />` (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 TAPCONS (2) ROWS 3/16" x 3-1/2" <br />#5 REBAR ` <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 @ 16" <br />(TYP) ` ' <br />1x8 P.T. FROM EACH END w/ MIN. 1X8 <br />BLOCK@ SPACING „ O.C. 2-ROWS INTO <br />1 DETAIL 2" EDGE DIST. ATTACH <br />2x BAND JOIST W/ FACE NAIL 10d <br />PER MANUFACTURE MASONRY THROUGH 1-1 /2„ DETAIL 1x8 w/ (2) ROWS 8d NALS �� <br />3 DETAIL <br />0TD. 90° HOOK (TYP.) <br />STD. 90A ` <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. <br />FILL SOLID HOOK (TYP.) <br />BOTH CELLS <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />3/16" x 3 -1/2" DOOR JAMB (REFER <br />1x4 P.T. <br />TAL SEAT PLATE <br />TAPCON @ 16" TO PRODUCT <br />O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL <br />APPROVAL FOR CONN. 1X4 <br />NOTE:TO <br />P SHEATHING <br />r[B <br />EACH END W/ MIN TO PRODUCT <br />DOOR JAMB (REFEREllaL7/ <br />TO PRODUCT 2" EDGE DISMT. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" <br />' ` <br />D <br />TTOM OF BAND <br />IST TYPICAL <br />APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" 1x4 <br />() O.C. & 4" FROM EACH <br />TAPCON 16" O.C. & FURRING <br />@ END MIN. 2" EDGE DIST. <br />NOTC @FIRST COURSE <br />SIMPSON HGAMIOKTA @ 12" O.C. <br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />C <br />' ±2" <br />w/ (4) 1/4x1 1/2" SIDS SCREWS <br />2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 <br />` <br />INTO BAND JOIST & (4) 1/4"x2 3/4" <br />INTO K.O. BLOCK <br />2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C' 3-1 /4" DETAIL <br />NOTCH WEB AT THE <br />+5" FIRST 2 COURSES ` <br />TITEN <br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC <br />FILLED CELL PER <br />PLAN <br />FOUNDATION <br />FILLED CELL INSTALLATION H <br />RETROFIT FOR MISSING <br />EMBEDDED STRA <br />SCALE: N.T.S. SS <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. <br />INFO SCALE: N.T. <br />SCALE: N.T.S. <br />SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK SECTION <br />UPLIFT CAPACITY = # FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. q-q <br />10 <br />= 1610 #FOR 2 STRAPS <br />FILL 1st4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />:� SOLID W/GROUT <br />ir 2'-0" 8" <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />1 PLY PRE-ENGINEERED TRUSS <br />BLOCK HEADER ARCH BLKG. &BUCK <br />1/4" x 3 1/4" 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"X2 1/4" TITEN = 2150 #) <br />4 <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 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. ' ° °'' •. •• <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 />..:° ..: <br />OVERHAN <br />•° <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />e' <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) 1Od NAILS THRU OSB INTO 2 x 8 <br />PROVIDE TAPCON WITHIN <br />RETROFIT WALL OVERHANG DETAIL NTS <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />MIN. OF BRACE <br />F <br />2 X 4 #2 SYP SCAB TO SIDE OUP TO 2'-6" <br />TRUSS AS SHOWN FOR O.H.4" <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 4h WOOD <br />DOUBLE 2X4 SCAB FOR 2r 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 />(2)1 Od NAILS @ 8" O.C. <br />ARCH DETAIL <br />4' MAX. RAD. <br />USE (1) SIMPSON 1/2' HD TITEN (CENTERED) w/ <br />x O�FRjYgh TO TRUSS TOP CHORD <br />MIN. 4 EMBEDMENT AT 16 O.C. <br />+ CFN�Ty <br />r rr <br />1-Oii 5r -O <br />SCALE: N.T.S. SS <br />12 <br />+ PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY SEE f <br />+ + <br />TRUSS COMPANY OR PLAN <br />2X6 #2 SYP @ 24 O.C. <br />+ + <br />+ <br />+ + BLOCKING AS <br />INISH FLO QJR <br />° • •. <br />2 <br />x 8 BUCK - CONNECT TO BLOCK SECTION <br />WITH <br />1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />,1/4" MAX EMBEDMENT INTO K.) <br />PER NAILING SCHEDULE ALL <br />TRUSS + TO SUPPORT <br />SOFFIT <br />° • • ° :' a ; .� P.. #5 BAR x <br />iD >' <br /># 2 -0 8 <br />+ + <br />10„ p e G <br />CENTERED W/ <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />+ <br />b ° <br />"> 9 H IN TOP b <br />1 X 4 FURRING <br />BLKG. &SUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />8d NAILS <br />2X4 SYP . ®s <br />EACH TRUSS <br />> • . ° <br />o KNOCKOUT / iv <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 />CONNECTOR °� <br />_ <br />d <br />MONO FOOTING � _� I ' ,a ••, ° <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />(3) <br />12d NAILS <br />SEE LINTEL <br />SIZE AND REINF. PER PLAN ° <br />AND SECTION DETAILS -I <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4" <br />JACK TRUSS PROVIDED BY <br />SCHED. <br />LEAVE A CUT OUT IN O.S.B. ON TI <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 />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />° STANDARD o <br />°'• 9 <br />SCRIBE NOTCH BACKSIDE <br />(NOTCH) <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />o garHOOK �+ <br />r <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 />' �' • �'� ' �'� ' ° ' <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 />. , •. . .- N .� It ., <br />INSTALL WDW, SCREW <br />BTWN. OSB ARCH FACES W/ (4)1 Od NAILS EQUAL EQUAL <br />WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" <br />L: <br />� � <br />.. .- . .- . .. <br />ANCHOR INTO ARCH BLKG. <br />THRU OSB INTO 2 x 8 <br />O.C. <br />PER INSTALLATION DETAILS <br />B-g <br />ARCH DETAIL K <br />SECTION @ ENTRY L <br />SECTION @ ROOF EXTENSION M <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" = 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 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 <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 />"SQUEEZED" <br />W.W.M. AT PERIMETER <br />1/2" NAILS STUDS & - <br />NAILHTT4 U S & (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 />L O <br />5/8" DIA. ALL THREAD ROD <br />� <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 />TOP WITH MIN. 3" OCCURS <br />EPDXIED w/ SIMPSON "SET" <br />z <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING <br />COVER 6'_p" <br />EPDXY MIN. 6" EMBEDMENT & <br />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- LL' <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />, <br />O v <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />p ;' o <br />v aJ <br />A <br />REINFORCING AS FOLLOWS: <br />SEALANT <br />a <br />j <br />* PLACE <br />E LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />c _ <br />— — — — — <br />11� Tff� TI�TI f- <br />P — r <br />3 <br />#5x6' EMBEDDED INTO <br />* PRESS PANEL REINFORCING INTO PLACE. <br />6" MIN. LAP SPLICE W/—I <br />— — <br />I <br />U z <br />_ <br />a <br />EXISTING FOOTING (2) #5x6' IN CONC. <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL <br />— — — <br />I I� <br />_ = r <br />cn LO <br />FILLED CELL <br />SMOOTH. DO NO FURROW, <br />° <br />DRILL 3/4"x5" MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />, I <br />GRADE o — <br />G m= <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP <br />D <br />� ° <br />`. <br />'`::�;'.•. <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE <br />REMAIN FREE OF MORTAR. NOTE: <br />M z <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. <br />T n . <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT <br />, ° <br />��a <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 S ECTI O N <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 <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" =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 />r <br />:' •• <br />G 4 .'� <br />1�` <br />NE/ltttl{i1t���1 <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. 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