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3 <br />m <br />v <br />0 <br />Ih <br />0 <br />0 <br />rC) <br />N <br />I <br />N <br />00 <br />C <br />GI <br />C) <br />0 <br />0 <br />J <br />N <br />I <br />N <br />r= <br />3 <br />Q <br />N <br />0 <br />Ca <br />C <br />H <br />E <br />O <br />S <br />L <br />v <br />C <br />C <br />J <br />y <br />LZ <br />0 <br />U <br />ram. <br />0 <br />U <br />.o <br />a <br />0 <br />U <br />J <br />LZ <br />0 <br />0 <br />r� <br />a <br />O <br />hi <br />S <br />m <br />In <br />1x4 1/2" DRYWALL <br />1/2" DRYWALL DOOR JAMB REFER <br />DOOR JAMB (REFER 1x4 ( <br />1x4 1/2" DRYWALL <br />UNACCEPTABLE INSTALLTION <br />DOOR JAMB REFER <br />( P.T. <br />TO PRODUCT <br />TO PRODUCT TO PRODUCT <br />PROPER INSTALLATION M' 8 DO NOT DO THIS <br />` <br />I <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />APPROVAL FOR CONN, <br />APPROVAL FOR CONN. APPROVAL FOR CONN. <br />1x4 <br />1 X 4 <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. <br />3-1/4" LONG X 3/16"0 FURRING <br />3/16"0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" <br />TAPCONS <br />FURRING <br />#5 REBAR ` <br />' <br />AND NAILED W/ 8d COMMON @ <br />EDGES AND 12" O,C. FIELD <br />@ <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />TAPCON @ 16" O.C. & 4" <br />2X$ <br />(TYP,) <br />` <br />BLOCK@ SPACING „ <br />PER MANUFACTURE 1 DETAIL <br />O.C.2 ROWS INTO 1x8 P.T. FROM EACH END w/MIN. <br />2" EDGE DIST. ATTACH <br />iX8 <br />STD. <br />90° HOOK (TYP.) <br />2x BAND JOIST W/ FACE NAIL 10d <br />MASONRY THROUGH 1-1/2" DETAIL 1x8 w/ (2) ROWS 8d NALS <br />3 <br />�� <br />DETAIL <br />STD, 9 ` <br />@ TOP & CHORD, AND <br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. <br />FILL SOLID <br />BOTH CELLS <br />T <br />HOOK (TYP.) <br />FACE NAILS 10d @TRUSS VERT. <br />NAILS 1O R <br />WEB <br />TAP x 3 -1/2" <br />TAPCON @ 16" <br />1x4 P.T. DOOR JAMB (REFER <br />TO PRODUCT <br />METAL SEAT PLATE <br />O.C. & 4" FROM <br />DOOR JAMB (REFER <br />1/2" DRYWALL <br />NOTE: <br />DOOR JAMB (REFER EACH END W/ MIN <br />TO PRODUCT APPROVAL FOR CONN. <br />1x4 <br />LAP SHEATHING TO <br />BOTTOM T BAND <br />TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" <br />' ` <br />JOIST TYPICAL <br />APPROVAL FOR CONN. <br />2 ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" <br />O O.C. & 4" FROM EACH <br />1x4 <br />— —� <br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. <br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />FURRING <br />' +2" <br />NOTC F@ @ FIRST COURSE <br />SIMPSON HGAM10KTA @ 12" O.C. <br />w/ (4)1/4x1 1/2" SDS SCREWS <br />2x P.T. AS REQ'D <br />MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 <br />LNOTCHWEBATTHE <br />` <br />INTO BAND JOIST & (4) 1/4' 3/4" <br />TITEN INTO K.O. BLOCK <br />2x DETAIL <br />2 1/4" DETAIL STAGGERED @ 12" Q.C. 3-1/4" <br />DETAIL <br />+5A <br />FIRST 2 COURSES <br />` <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />FILLED 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 />SEE TYP, 2-STORY WALL SECTION FOR ADDL. <br />INFO SCALE: N.T.S. <br />SCALE: N.T.S. <br />SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />SECTION <br />UPLIFT CAPACITY = 805 #FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />A -A <br />= 1610 # FOR 2 STRAPS <br />FILL 1st 4 COURSES <br />EMBEDMENT INTO BLK,) 1/4" MAX <br />Q SOLID W/GROUT <br />fi Z-0" <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />8" <br />1 PLY PRE-ENGINEERED TRUSS <br />BLOCK HEADER ARCH BLKG. & BUCK <br />1/4" x 31/4" TAPCONS <br />SIMPSON HM9KT w/ (4)1/4"xl 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 />2 x 8 45' DIAGONAL (4)10d NAILS INTO <br />LEAVE A CUT OUT IN O.S.B. ON THE <br />a :• <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 />�_ <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRucTlonls. <br />SCRIBE (NOTCH) POLY -CELL IN THIS AREA <br />2 x 8 45 DIAGONAL BRACE AT EA.&\, <br />;,..._' <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 <br />OVERRAN <br />:e <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />a, <br />�.a <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)10d NAILS THRU OSB INTO 2 x 8 <br />PROVIDE TAPCON WITHIN <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />4" MIN. OF BRACE <br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />TRUSS AS SHOWN FOR O.H. UP TO Z-6" <br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />1-1 /2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF <br />ARCH <br />IF TRUSSES USED) W/ (3) #6 X 4Y2WOOD <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 />ARCH DETAIL <br />J 4'MAX, RAD. <br />USE (1) SIMPSON1/ TITEN (CENTERED) w/ <br />xoVFRNgIV TO TRUSS TOP CHORDMIN. <br />AT 1 C <br />+ <br />�GTN <br />1 r rr -O 5 -Orr <br />SCALE: N.T.S. <br />SS <br />12 <br />+ + PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY SEE <br />+ + <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24 O.C. <br />+ + <br />+ BLOCKING AS <br />+ <br />INISH FLO <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. <br />B-B <br />ROOF SHEATHING ATTACHED <br />REQUIRED <br />D <br />�1/4' MAX EMBEDMENT INTO K.) <br />PER NAILING SCHEDULE <br />ALL <br />TO SUPPORT <br />TRUSS + <br />° D.. #5 BAR <br />° :' <br />BLOCK HEADER <br />1r <br />SOLID BLKG. AT TOP BTWN. ARCH <br />i n u <br />2 8 <br />(5)12d NAILS SIMPSON <br />SOFFIT <br />+ <br />+ + <br />D • D „ D <br />p 10 ° e <br />D ° . ° CENTERED W/ - <br />99 H <br />1 X 4 FURRING <br />BLKG. &BUCK <br />H2.5A w/ 10 ) <br />2X6 TO 2X4 H <br />, ®, <br />D IN TOP o <br />.. KNOCKOUT / N <br />NAILS( <br />EACH TRUSS <br />D .� <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 />s' <br />CONNECTOR <br />— O D <br />MONO FOOTING <br />CONT. W/ (3) <br />°. <br />SIZE AND REINF. PER PLAN <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />12d NAILS <br />SEE LINTEL <br />7 <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 Q.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />CLEAN FILL .D ° <br />2 x 8 VERT. BRACE(S) <br />INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" Q.C. <br />ENTER SO IT <br />DIRT Z <br />TO BE INSTALLEDJBUILT <br />UP PLWD. BUCK - <br />PRECAST LINTEL <br />° ° STANDARD o <br />4'-0" MAX SEE PLAN <br />SCRIBE (NOTCH) BACKSIDE <br />7116" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />> 90 HOOK N <br />#5 BAR IN I <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4'/2' WOOD <br />FOR OVER HANG <br />FILLED CEL L <br />�' ' w �' ' ' <br />8d NAILSE� <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />START OF ARC <br />SCREWS @ 16" Q.C. MAX, OR IF MASONRY <br />(MAX. 4'-0") <br />♦ _ ♦ . ♦ ♦ . , . ♦ ., ♦ _ • ., <br />INSTALL WDW, SCREW <br />BTWN, OSB ARCH FACES W/ (4)10d NAILS <br />EQUAL EQUAL <br />4' MAX. RAD. <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />° <br />ANCHOR INTO ARCH BLKG. <br />THRU OSB INTO 2 x 8 <br />O.C. <br />PER INSTALLATION DETAILS <br />B-B <br />ARCH DETAILSTEMWALL <br />rK <br />SECTION @ ENTRY L <br />SECTION a@ 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 -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 34'4" 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 />1 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. <br />1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />(1) #5 BARS CONT. <br />1/2" NAILS TO STUDS & (1) - <br />NAILHTT4 U S 1) <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 <br />9 ga. PANEL PER ANCHOR) <br />OCCURS <br />TOP WITH MIN. 3" <br />EPDXIED SIMPSON "SET" a <br />z0 <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />COVER 6.0. <br />N. <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 />2 <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) EXPANSION STRIP <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 61NCHES WHENEVER IT IS NECESSARY TO USE MORE <br />O 9 <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />° <br />, o D <br />III a <br />A <br />REINFORCING AS FOLLOWS: <br />* PLACE LOWER HALF OF MORTAR IN I <br />BED JOINT. DO NOT FURROW. <br />SEALANT <br />o e ——) I I A— <br />—��—I — -�0 <br />P <br />0 a <br />g <br />j <br />, <br />— �- <br />D <br />#5x6 EMBE DED INTO <br />PRESS PANEL REINFORCING INTO PLACE. <br />- <br />6 MIN. LAP SPLICE W/ <br />. � — — — <br />D 7TI— � <br />_ <br />? <br />� � <br />EXISTING FOOTING , <br />2 #5x6 IN CONC. <br />( ) <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />SMOOTH. DO NO FURROW. <br />REINFORCING PANEL <br />—� <br />¢ <br />cn LO <br />N <br />FILLED CELL <br />— <br />DRILL 3/4"x5" MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT <br />�-�-�• <br />GRADE D. .' D1I 11- <br />` . <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6 MIN. LAP <br />p a <br />\ \ <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />i14 <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />z_ <br />' <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <br />r g D <br />` <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />a <br />4" SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />GLASS BLOCK DETAIL <br />\ D (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 />j 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" = V-0" <br />SCALE: 3/4" = V-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 />;• t' <br />co• <br />•• �LQ '• <br />/add�t�d 14ttlft\\\\�� <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 Florida Building <br />Code - <br />Residential 6th Edition. 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