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3 <br />s <br />rn <br />aLi <br />_x <br />O <br />J <br />Ln <br />Lf <br />Ln <br />0 <br />I <br />0 <br />/ <br />m <br />0 <br />0 <br />J <br />Ln <br />L0 <br />0 <br />I <br />N <br />r <br />Q <br />0 <br />0 <br />v <br />a <br />EC <br />E <br />0 <br />CO <br />J <br />U <br />0 <br />UI <br />U <br />N <br />O <br />U <br />a <br />z <br />y <br />I <br />Y <br />i <br />0 <br />0 <br />0 <br />J <br />ti <br />0 <br />C <br />n <br />N <br />0 <br />0 <br />0 <br />d <br />0 <br />N <br />0 <br />0 <br />m <br />0 <br />DOOR JAMB (REFER 1x4 1/2" DRYWALL <br />DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER*4" <br />I DRYWALL <br />MAX. <br />UNACCEPTABLE INSTALLTION <br />, <br />TO PRODUCT P.T. <br />TO PRODUCT <br />TO PRODUCT APPROVAL FOR CON <br />PROPER INSTALLATION <br />8" <br />DO NOT DO THIS <br />' <br />2"x BOT. PLATE W/ (2) 1Od @ 6" O.C. <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. <br />1x4 <br />1 X 4 <br />` <br />#5 REBAR (TYP,) <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />1x4 P.T. <br />3-1/4" LONG X 3/16"0 FURRING <br />� <br />3/16 0 X 3' LONG FURRING <br />TAPCONS (2) ROWS 3/16" x 3-1/2 <br />FURRING <br />#5 REBAR <br />#5 ` <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />2X BOTTOM PLATE W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />TAPCON @ 16 O.C. & <br />@ 16" <br />(TYP) <br />`STAGGERED <br />BLOCK@ SPACING „ <br />1 DETAIL <br />1x8 P.T. FROM EACH END w/M.8 <br />2" O.C. 2-ROWS INTO EDGE DIST. ATTACH <br />PER MANUFACTURE <br />MASONRYTHROUGH �� <br />1-1/2 DETAIL 1x8 w/ (2) ROWS 8d NAILS 3" <br />DETAIL <br />TD. 90° HOOK (TYP.) <br />STD. 90^ ` /� <br />2x BAND JOIST W/ FACE NAIL 10d <br />@TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. „ <br />STAGGERED @ 12 O.C. <br />FILL SOLID <br />BOTH CELLS <br />HOOK (TYP.) <br />lu <br />FACE NAILS 1 Od @ TRUSS VERT. <br />WEB <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 />APPROVAL FOR CONN. <br />1x4 1/2" DRYWALL <br />NOTE: <br />DOOR JAMB (REFER EACH END W/ MIN. <br />TO PRODUCT <br />LAP SHEATHING TO <br />TTOM OF AND <br />TO PRODUCT*2','EDGE DIST. <br />APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" <br />BOIST TYPICAL <br />APPROVAL FOR CO <br />x 3-1/2" TAPCON @ 16" <br />(2) ROWS 3/16' x 3-1/2" O.C. & 4" FROM EACH <br />1x4 <br />— J <br />TAPCON 16" O.C. & <br />@ END w/ MIN. 2"EDGE DIST. <br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />FURRINGSIMPSON <br />NOTC FIRST COURSE <br />HGAM10KTA @ 12" O.C. <br />w/ (4) 1/4x1 1/2" SDS SCREWS <br />.Ll <br />. AS REQ'D <br />MIN. 2" EDGE DIST. (2) ROWS 10dx3" <br />2x8 <br />INTO BAND JOIST & (4) 1/4"x2 3/4" <br />TITEN INTO <br />2x DETAIL <br />2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1 /41' DETAIL <br />+5^ <br />FIRST 2 COURSES NOTCH WEB AT THE <br />K.O. BLOCK <br />BUILDOUT @ OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />FILLED CELL PER <br />FOUNDATION <br />PLAN 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: <br />N.T.S. <br />SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />SECTION <br />UPLIFT CAPACITY = # FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />A <br />-A <br />=1610 10 #FOR 2 STRAPS <br />FILL 1st4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />j SOLID W/GROUT <br />r 2 -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 3 1/4" TAPCONS <br />SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS <br />1/2" DRYWALL * <br />S <br />S 2 PLY INSTALL SIMPSON LG 2(w/ ( 6) d <br />8d NAILS AT 8" O.C. AT BUCK <br />SINKERS AND (7) 1/4"x2 114" TITEN = 2150 #) <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 />:a <br />7/16" OSB <br />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 HOLE IN O.S.B. FOR <br />CONTACT ENGINEER OF RECORD FOR <br />SCRIBE (NOTCH) POLY -CELL IN THIS AREA <br />2 X $ 45 DIAGONAL BRACE AT EA. <br />FURTHER INSTRUCTIONS. <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 />OVERHAN <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />• . <br />INSTALL WDW. SCREW ANCHOR— 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 />° <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 />4" MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <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 <br />ARCH <br />IF TRUSSES USED W/ 3 #6 X 4'Y2' 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 />(2)10d NAILS @ 8" O.C. <br />ARCH DETAIL <br />i <br />4' MAX. RAD. <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) wl <br />x0(r <br />FR TO TRUSS TOP CHORD yqN <br />SCALE: N.T.S. <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />+ �F <br />N C' <br />1 L �� r-0 5 -011 <br />SS <br />12 <br />+ + TH PLYWOOD SHEATHING <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 <br />x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ + BLOCKING AS <br />° . •• <br />WITH <br />1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B_B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />>. � ' •• . ' •: n '� : <br />1/4 MAX EMBEDMENT INTO K.) <br />PER NAILING SCHEDULE <br />ALL <br />TO SUPPORT <br />+ <br />° • ° P•- #5 BAR <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />2�_0„ 8" <br />(5)12d NAILS SIMPSON <br />TRUSS SOFFIT <br />+ + <br />, . p• • '' o p ° <br />CENTERED W/ g <br />p• 10" s b ° " I:: <br />1 X 4 FURRING <br />BLKG. &BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />2X4 SYP . ®s <br />o ° 9 IN TOP o <br />8d NAILS <br />EACH TRUSS.' <br />' KNOCKOUT / iv <br />:; ° CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. W/ (2)10d <br />s s <br />I <br />PROVIDE 2 x 8 DIAG. BRACE B <br />NAILS AT EA. END <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ (3) <br />A7 <br />CONNECTOR '® <br />MONO FOOTING ' D <br />,> 'A <br />VERT. BRACES WHEN HGT. OF <br />BRACE EXCEEDS 24" <br />TAPCON AT EA. SIDE <br />BUCK- (1) WITHIN 4"7JACK <br />12d NAILS <br />TRUSS PROVIDED BY <br />SEE LINTEL <br />SIZE AND REINF. PER PLAN <br />AND SECTION DETAILS -I <br />' <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />SCHED. <br />- ° <br />CLEAN FILL A. <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 />.o <br />DIRT z <br />TO BE INSTALLED <br />4'-0" MAX SEE PLAN <br />BUILT UP PLWD. BUCK - <br />PRECAST LINTEL <br />°. °ffTANDARDSCRIBE <br />(NOTCH) BACKSIDE7/16" <br />OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />#5 BAR INHOOK N <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED W/ 2 #6 X 4Y2' WOOD <br />) O <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 />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'-0") <br />• • , <br />It v v <br />INSTALL WDW, SCREW <br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL <br />EQUAL <br />4' MAX. RAD. <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />_ _ <br />•; <br />♦ ♦ ♦ ♦ ♦ ♦ <br />THRU OSB INTO 2 x 8 <br />O.C. <br />'� '' •" `' •" °' `" °' `" ''Sk <br />FE <br />ANCHOR INTO ARCH BLKG. <br />PER INSTALLATION DETAILS <br />g_g <br />ARCH DETAILSTEMWALL <br />rK <br />SECTION @ENTRY L <br />SECTION @ROOF EXTENSION M <br />FOOTING SIZE AND <br />REINF. PERLAN AND STEMWALL <br />SCALE: N.T.S. SS <br />SCALE: 3/4" = V-0" SS <br />SCALE: 3/4" = V-0" SS <br />MONO TO STEMWALL FOOTING 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 />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <br />CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. <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 />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 />HOOKED DOWEL <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 />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />ANCHOR <br />W.W.M. AT PERIMETER <br />SIMPSON HTT4 w/ (18)10d x 1 <br />2 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± " ) <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. <br />1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />1/2" NAILS TO STUDS & (1) - <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />PER ANCHOR <br />9 a. PANEL ) <br />(1) #5 BARS CONT. OCCURS <br />5/8" DIA. ALL THREAD ROD <br />"SET" <br />cr <br />#5x6' EMBEDDED INTO EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />TOP WITH MIN. 3" <br />EPDXIED w/ SIMPSON a <br />z <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />COVER 6'-0" F F <br />EPDXY MIN. 6" EMBEDMENT & \ <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE ) <br />3" MIN. EDGE DISTANCE \ <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />EXPANSION STRIP <br />o v <br />NON SHRINK GROUT. <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />° <br />o Xp u <br />LU a <br />A <br />REINFORCING AS FOLLOWS: <br />SEALANT <br />T`�rr—iTr, <br />--I II �� <br />Q cn <br />1 <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />11 <br />PRESS PANEL REINFORCING INTO PLACE. <br />I- <br />�� <br />U Z <br />#5x6' EMBEDDED INTO <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />6" MIN. LAP SPLICE W/ <br />o _ <br />g <br />EXISTING FOOTING (2) #5x6' IN CONC. <br />SMOOTH. DO NO FURROW. <br />REINFORCING PANEL <br />"'=r <br />��I <br />< �n <br />N <br />FILLED CELL <br />IIH DRILL 3/4"x5" MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE P <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6"MIN. LAP <br />o. p . TTf <br />\ <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />co <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 />f D <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />, ° <br />a <br />4" SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />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 <br />BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 <br />16" MIN. of 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 />1 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" = 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 />CN <br />U p �` � d� <br />• FLOW <br />[tilt <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 />Engineers signature and seal. <br />E. 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