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6_1 <br />1 <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 />TO PRODUCT P.T. <br />TO PRODUCT TO PRODUCT <br />APPROVAL FOR CONN. <br />PROPER INSTALLATION MAX. 8" DO NOT DO THIS <br />' <br />2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. <br />ix4 <br />1 X 4 <br />♦ <br />#5 REBAR (TYP,) ' <br />PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />1x4 P.T. <br />3-1/4" LONG X 3/16"� FURRING <br />3/16"0 X 3" LONG <br />TAPCONS FURRING (2) ROWS 3/16 x 3-1/2 <br />FURRING <br />#5 REBAR ` <br />' <br />AN <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />O, BOTTOM PLATE W/ 8d D 4" <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />STAGGERED @ 16" TAPCON @ 16" O.C. & 4" <br />2X8 <br />(TYP,) <br />♦ <br />' <br />BLOCK@ SPACING <br />1" DETAIL <br />1x8 P.T. FROM EACH END w/ MIN. <br />O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH <br />1X8 <br />PER MANUFACTURE <br />MASONRY THROUGH 1-1/2" DETAIL 1x8w/(2) ROWS 8d NALS 3" <br />DETAIL <br />STD. 90 ♦ <br />" <br />D. 90 HOOK (TYP.) <br />2x BAND JOIST W/ FACE NAIL 10d <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. <br />FILL SOLID BOTH CELLS <br />HOOK (TYP.) <br />r <br />FACE NAILS 10d @ TRUSS VERT. <br />- <br />3/16" x 3 -1/2" <br />TAPCON @ 16" <br />DOOR JAMB (REFER <br />1x4 P.T. TO PRODUCT <br />19 <br />r]O/L IL M/ <br />RE SEAT PLATE <br />O.C. & 4" FROM <br />DOOR JAMB (REFER <br />1/2" DRYWALL <br />YL71 <br />NOTE: <br />t[B <br />EACH END W/ MIN. <br />APPROVAL FOR CONN. <br />TO PRODUCT <br />ix4 <br />JL 71L VE71i <br />P SHEATHING TO <br />DOOR JAMB (REFER <br />TO PRODUCT 2 EDGE DISMT. <br />APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16 <br />♦ <br />TTOM OF BAND <br />IST TYPICAL <br />APPROVAL FOR CONN. <br />x 3-1/2" TAPCON @ 16° <br />2 ROWS 3/16" x 3-1/2" O.C. & 4"FROM EACH <br />1x4 <br />TAPCON @ 16" O.C. & END w/ MIN. 2"EDGE DIST. <br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY <br />FURRINJ <br />+2" <br />NOTC @ FIRST COURSE <br />MPSON HGAM1oKTA 12" O.C. <br />@ <br />2x P.T. AS REQ'D <br />w/ <br />MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 <br />' <br />I <br />♦ <br />w/ (4) 1/4xl 1/2" SDS SCREWS <br />INTO BAND JOIST & (4)1/4"x2 3/4" <br />TITEN INTO K.O. BLOCK <br />2x DETAIL <br />2 1 /4" DETAIL STAGGERED @ 12" O-C. 3-1 <br />/4" DETAIL <br />t5" <br />NOTCH WEB AT THE ' <br />FIRST 2 COURSES <br />♦ <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />D CELL PER <br />J <br />FOLE <br />UNDATION PLAN <br />FILLED CELL INSTALLATION <br />H <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. <br />SS <br />SCALE: N.T.S. <br />SS <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />no SECTION <br />A -A <br />UPLIFT CAPACITY = 805 # FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />=1610 # FOR 2 STRAPS <br />' FILL 1st COURSES <br />SOLID <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />2'-0" <br />8° <br />W/GROUT <br />+ <br />1 PLY PRE-ENGINEERED TRUSS <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />1/4" x 31/4" TAPCONS <br />BLOCK HEADER ARCH BLKG. & BUCK <br />SIMPSON HM9KTw/ (4)1/4"xl 1/2" SDS <br />= <br />1/2" DRYWALL <br />SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS <br />r <br />_ <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 <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 1/7� ' . <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 />FACE OF ARCH W/ (3)1 Od NAILS <br />•.• • <br />OVERHAN <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />;•:' .; :.' �: <br />• .:•' .. . <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />•: • ;, « . . <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INSTALL WDW. SCREW ANCHOR-' 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 <br />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 110 <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF <br />ARCH <br />IF TRUSSES USED W/ 3 #6 X 4Y." WOOD <br />) () <br />* DOUBLE 2x4 SCAB FOR T-6" TO 4'-0" O.H. <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. <br />START OF ARC <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL <br />NAILS @ 8" O.C. <br />ARCH DETAIL <br />4' MAX. RAD. <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ <br />XOV TO TRUSS <br />TO TRUSS TOP CHORD <br />FRygN <br />.J <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />+ LF <br />NOTH <br />1 r-Orr 6-011 <br />SCALE: N.T.S. <br />SS <br />12 <br />+ + PLYWOOD SHEATHING <br />_ <br />JACK TRUSS PROVIDED BY <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 <br />SECTION <br />+ + BLOCKING AS <br />° <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B-g <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />`P <br />' <br />EMBEDMENT INTO .) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />° <br />D <br />/4" MAX <br />�� <br />2 -0 8 " <br />TRUSS + SOFFIT <br />° <br />, #5 BAR <br />p <br />BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />+ + <br />+ <br />10" a Q <br />g <br />p , CENTERED W/IN <br />H o <br />BLKG. &BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />2X4 SYP . <br />TOP <br />1 X 4 FURRING <br />8d NAILS <br />EACH TRUSS <br />_ o t�. KNOCKOUT / ct <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 8 DIAG. BRACE BTWN,., <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ (3) <br />CONNECTOR • <br />— = p <br />MONO FOOTING <br />x <br />SIZE AND REINF. PER PLAN <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />12d NAILS <br />SEE LINTEL <br />-I <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4 <br />JACK TRUSS PROVIDED BY <br />SCHED. <br />AND SECTION DETAILS <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />° <br />2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP 24" O.C. <br />@ <br />ENTER SO IT <br />CLEAN FILL <br />DIRT Z <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />4'- " MAX SEE PLAN <br />PRECAST LINTEL <br />° STANDARD S, <br />SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />#5 BAR IN ° 9� HOOK N <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 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 />- ' I o , -• a <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 />"- ' � ' "- ° � ` ` "- °� ' � " °� ` "- °Nk <br />ANCHOR INTO ARCH BLKG. <br />rK <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS ARCH DETAIL <br />B-B <br />SECTION @ ENTRY L <br />SECTION @ ROOF EXTENSION M <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 3/4"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 />SIMPSON H774 w/ (18)1Od 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 />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 />9 ga. PANEL PER ANCHOR) <br />(1) #5 BARS CONT. OCCURS <br />5/8" DIA. ALL THREAD ROD <br />"SET' <br />#5x6' EMBEDDED INTO EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING <br />( <br />REINFORCING <br />TOP WITH MIN. 3" <br />EPDXIED wl SIMPSON a <br />Cn <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />COVER 6�-0�� <br />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) EXPANSION STRIP <br />3" MIN. EDGE DISTANCE `. <br />M w NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />0 U <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />p p' . n <br />w a A <br />REINFORCING AS FOLLOWS: <br />< a 1 <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />'' <br />v e <br />P <br />g <br />i <br />PRESS PANEL REINFORCING INTO PLACE. <br />6 MIN. LAP SPLICE W/ <br />► ° <br />#5x6' EMBEDDED INTO <br />U <br />EXISTING FOOTING (2) #5x6' IN CONC. <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />ir, FILLED CELL <br />SMOOTH. DO NO FURROW. <br />c•� " �� <br />DRILL 3/4 x5 MIN. HOLE <br />F Q PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />GRADE o, p ' c <br />SET BAR IN EPDXY Y• _. <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />NOTE: <br />M <br />REMAIN FREE OF MORTAR. <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <br />z <br />r g ' O t. <br />E4' <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />, ° <br />��a <br />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 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 />7rEXISTING <br />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 />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 />a <br />0 <br />0 <br />cD � <br />z � <br />z <br />z g <br />N z <br />N � <br />G)4- <br />N <br />LU <br />� o <br />O N <br />VL. <br />t/1 c <br />U Co <br />10 <br />�0 <br />N N <br />h <br />�B41�� <br />a ki w <br />W a L a s <br />W <br />z p�m� <br />WL Z <br />\N O� 1 <br />`� f�-S Ebro • <br />,; <br />J <br />CZ <br />v <br />4, Q- <br />pR <br />zizil O F E S s�0��\\\�`` <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. Engineers signature and seal is only for <br />the structural engineering portions of the draxAng pages bearing <br />Engineer's signature and seal. <br />co <br />M <br />M <br />m�2 <br />zoF <br />W <br />Zo <br />sz <br />>� <br />=u <br />QE <br />E 0 <br />t'o ns <br />= <br />X U <br />o <br />V O <br />V <br />Z <br />o E <br />N <br />dp <br />�o <br />< <br />a <br />¢� <br />-2 <br />2 >_ <br />. rp <br />W C <br />ZZ <br />I tttoY��� <br />o <br />Z <br />3 <br />SW <br />z <br />QW <br />fzz <br />cW <br />W <br />i <br />a <br />C)�o <br />w <br />co <br />=k <br />o <br />3LL <br />yz <br />�Z <br />F <br />�O <br />O <br />cowi <br />� <br />OW <br />z��d <br />0_ <br />o 3 <br />c C)12) <br />^L' <br />W <br />CO <br />. � <br />N <br />J <br />O <br />Q <br />C i <br />� <br />~ <br />c <br />� <br />z <br />LO <br />CN <br />ui <br />M N <br />c <br />Z <br />w <br />Z <br />O N <br />E <br />E v w? <br />to <br />c <br />m <br />a <br />U Q p <br />JOB <br />NO: 19-5904 <br />SCALE : AS NOTED <br />SHEET NO. <br />SS <br />