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3 <br />00 <br />a> <br />s <br />00 <br />o� <br />„ o <br />0 <br />J <br />t� <br />N <br />0 <br />i <br />x <br />00 <br />M <br />0 <br />J <br />7t <br />N <br />I <br />N <br />c <br />3 <br />t <br />Q <br />Q <br />�o <br />C <br />E <br />O <br />0 <br />J <br />y <br />LZ <br />E2 <br />v <br />0 <br />i <br />0 <br />i <br />0 <br />0 <br />LZ <br />0 <br />0 <br />v, <br />15 <br />0 <br />0 <br />N <br />N <br />0 <br />0 <br />_W <br />m <br />0 <br />1x4 1/2" DRYWALL <br />DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER <br />1x4 1/2" DRYWALL <br />, UNACCEPTABLE INSTALLTION <br />DOOR JAMB (REFER P.T. <br />TO PRODUCT <br />TO PRODUCT —_ TO PRODUCT <br />PROPER INSTALLATION MAX. <br />8" <br />` DO NOT DO THIS <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 />FURRING <br />3/16" 0 X 3" LONG FURRING " " <br />(2) ROWS 3/16 x 3-1/2 <br />FURRING <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 />3-1/4" LONG X 3/16"0 <br />TAPCONS <br />(TYP,) <br />TAPCON. INTO <br />STAGGERED @ 16" TAPCON @ 16" O.C. & <br />8 <br />` <br />' <br />BLOCK@ SPACING <br />1" DETAIL <br />1x8 P.T. FROM EACH END w/ MIN. <br />N.LL11X8 <br />O.C. 2-ROWS INTO 2" EDGE DIST, ATTACH <br />2x BAND JOIST W/ FACE NAIL 1Od <br />PER MANUFACTURE <br />MASONRY THROUGH 1 _ 1 /21' DETAIL 1x8 w/ (2) ROWS 8d NALS <br />3 <br />�� <br />DETAIL <br />STp, <br />STD. 90^ ` <br />go° HOOK (TYP.) <br />@TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. <br />FILL SOLID <br />BOTH CELLS <br />HOOK (TYP.) <br />WEB NAILS 10d @ TRUSS VERT. <br />TAPCON @ 16" <br />DOOR JAMB (REFER <br />1 x4 P.T. TO PRODUCTLjl[ <br />4% <br />METAL SEAT PLATE <br />O.C. & 4" FROM <br />DOOR JAMB (REFER APPROVAL FOR CONN. <br />1x4 1/2" DRYWALL <br />LAP SHEATHING TO <br />DOOR JAMB (REFER EACH END W/ MIN <br />2" EDGE DIST. <br />TO PRODUCT <br />APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" <br />' * <br />BOTTOM OF D <br />CAAND <br />TO PRODUCT <br />x 3-1/2" TAPCON @ 16" <br />APPROVAL FOR CONN. <br />J <br />(2) ROWS 3/16 x 3-1/2 O.C. & 4" FROM EACH <br />1x4 <br />1x4 <br />FURRING <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 />+ L <br />' -2 <br />NOTC @ FIRST COURSE <br />SIMPSON HGAMIOKTA @ 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" <br />2x8 <br />INTO BAND JOIST & (4)1/4"x2 3/4" <br />TITEN INTO K.O. BLOCK <br />2x DETAIL <br />21 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL <br />+5� <br />NOTCH WEB AT THE <br />FIRST 2 COURSES <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 <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />A -A <br />_ 1610 # FOR 2 STRAPS <br />FILL Ist4COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />SOLID W/GROUT <br />n 2'-0- <br />8 <br />1 PLY PRE-ENGINEERED TRUSS <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />1 /4" x 3 1/4" 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 2 1/4"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 />a <br />2 x 8 45' DIAGONAL (4)10d NAILS INTO <br />LEAVE A CUTOUT 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 />CUT HOLE IN O.S.B. FOR <br />TO BE INSTALLED <br />BOND BEAM OR CAST IN PLACE BEAM <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <br />CONTACT ENGINEER RECORD FOR <br />BUILT UP PLWD. BUCK ARCH PANEL <br />POLY -CELL IN THIS AREA <br />2 x 8 45 DIAGONAL BRACE AT EA. <br />FURTHER INSTRUCTIONS. <br />I <br />a <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 />OVERHAN • <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <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 />INSTALLATION DETAILS A <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" <br />-A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR <br />THRU <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />TRUSS AS SHOWN FOR O.H. UP TO 2 -6 <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'Y? 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 />ARCH DETAIL <br />J 4 MAX. RAD. <br />SIMPSONEN (CENTERED) w/ <br />USEN. <br />X <br />TO TRUSS TOP CHORD <br />O�FRygN <br />4" EMBEDMENT <br />DMENT AT 16I <br />+ `� <br />NGT <br />r rr <br />1-05 -O <br />SCALE: N.T.S. <br />SS <br />12 <br />+ + H PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24 O.C. <br />+ + <br />+ <br />+ + BLOCKING AS <br />INISH FLO <br />° . .. <br />2 <br />x 8 BUCK - CONNECT TO BLOCK SECTION <br />WITH <br />1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />> '� <br />/4" MAX EMBEDMENT INTO K.) <br />PER NAILING SCHEDULE ALL <br />+ TO SUPPORT <br />TRUSS SOFFIT <br />° ° " a : D.. #5 BAR <br />° <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />2'-0" 8" <br />(5)12d NAILS SIMPSON <br />+ + <br />+ <br />'D. 9 1.0" ° p b'° 4 CENTERED W/ <br />1 X 4 FURRING <br />BLKG. &BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />2X4 SYP . ®. <br />D ° IN TOP o <br />KNOCKOUT / N <br />8d NAILS <br />EACH TRUSS <br />D <br />" °� CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />PROVIDE 2 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 />o <br />CONNECTOR ® <br />_ <br />MONO FOOTING <br />x <br />CONT. W/ (3) <br />SIZE AND REINF. PER PLAN <br />VERT. BRACES WHEN HGT. OF <br />AT EA. SIDE <br />12d NAILS <br />SEE LINTEL <br />AND SECTION DETAILS -I <br />BRACE EXCEEDS 24" <br />BUCKTAPC- ( <br />BUCK - (1) WITHIN 4" <br />JACK TRUSS PROVIDED BY <br />SCHED. 7' <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />CLEAN FILL :D °. ° D <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 6 z <br />TO BE INSTALLED <br />00, <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />° <br />°ffTANDARD o <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />i HOOK N <br />#5 BAR IN <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4Y2" WOOD <br />FOR OVER HANG <br />FILLED CELL <br />8d NAILS,"-2 <br />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 />. _ • . . • .. N . _ • . <br />INSTALL WDW, SCREW <br />BTWN. OSB ARCH FACES WI(4) 10d NAILS EQUAL EQUAL <br />4' MAX. RAID. <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />,� <br />s• ` •'' s• • • •' s• • • s• • s• <br />ANCHOR INTO ARCH BLKG. <br />THRU OSB INTO 2 x 8 <br />O.C. <br />PER INSTALLATION DETAILS <br />B-B <br />ARCH DETAIL rK <br />SECTION @ ENTRY rL <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" = V-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 />DOWEL <br />DRILL 3/4"x5" MIN. HOLE SET BAR INHOOKED <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 />w/ 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 />NAILHTT4 <br />1/2" NAILS STUDS & - <br />S & (1) <br />COURSES TO PREVENT THE MORTAR FROM BEING OUT. <br />1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />(1) #5 BARS CONT. <br />5/8" DIA. ALL THREAD ROD <br />L O <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 w/ SIMPSON "SET" <br />z <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />COVER 6'-0" <br />EPDXY MIN. 6"EMBEDMENT & <br />O <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 />� <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) EXPANSION STRIP <br />LL w <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />o <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />o o D <br />v _ <br />A <br />REINFORCING AS FOLLOWS: <br />* <br />SEALANT <br />�� <br />— ITS— — <br />¢ a <br />Q <br />1 <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />D c <br />1TI--I I—III=1 I� I <br />•ITT <br />�- <br />* PRESS PANEL REINFORCING IGINT ACE <br />—II <br />c, z <br />#5x6' EMBEDDED INTO <br />6 MIN. LAP SPLICE W/ <br />EXISTING FOOTIN <br />G CONC. <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING R N PANEL <br />EI 0 CI G PA <br />— — <br />¢ = <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />— — <br />� <br />N <br />„ <br />DRILL 3/4 x5 MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT <br />GRADE DTI- <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6 � MIN. LAP <br />D <br />O <br />G SET SUCCEEDING COURSE F BLOCKS. PA T D P <br />U 0 OCKS SPACE A HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />- <br />N • .D <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />Cl) z_ <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 />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 />\ 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 />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 />a�i�ti�tsl6lsr��sf �� <br />E <br />OR.2i <br />NFU <br />s�///V' R O F E S S\ O <br />� <br />i 11U1Elli@`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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