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<br />DOOR JAMB (REFER 1X4 /2" DRYWALL
<br />DOOR JAMB (REFER
<br />1 X 4 1/2" DRYWALL
<br />DOOR JAMB (REFER
<br />1 X 4 11T DRYWALL
<br />TO SHT. SDW2-K1
<br />P T.
<br />TO SHT. SDW2-K1
<br />TO SHT. SDW2-K1
<br />FOR CONN. DETAILS
<br />FOR CONN. DETAILS
<br />FOR CONN. DETAILS
<br />i X 4
<br />i X 4
<br />3-1/4" LONG X 3/16"0
<br />1 X 4
<br />FURRING
<br />3/16"0 X 3" LONG
<br />31160XTAPCONS
<br />FURRING
<br />3/16"o X 3-1/2" LONG
<br />FURRING
<br />TAPCON. INTO
<br />STAGGERED @ 16"
<br />TAPCONS STAGGEREDNX8
<br />X8
<br />BLOCK@ SPACING „
<br />1
<br />DETAIL
<br />O.C. 2-ROWS INTO
<br />1X8 P.T.
<br />STAGGERED @ 16" O.C.
<br />2-ROWS INTO
<br />PER MANUFACTURE
<br />MASONRY THROUGH 1-1 /2„ DETAIL
<br />MASONRY THROUGH
<br />��
<br />3 DETAIL
<br />1x4 P.T. & 1x8 P.T.
<br />1x8 P.T. & 2x8 P.T.
<br />6"x3-1/2'
<br />PCON @ 16"
<br />O.C.
<br />C. & 4" FROM
<br />1X4 P.T.—
<br />x 3 -1/2"
<br />DOOR JAMB (REFER
<br />1 X 4 1/2" DRYWALL
<br />DOOR JAMB (REEFCH
<br />END W/ MIN.
<br />DOOR JAMB (REFER
<br />TAPCON
<br />TO SHT. SDW2-K1 FOR
<br />TO SHT. SDW2-K1EDGE
<br />DIST.
<br />42"
<br />TO SHT. SDW2-K1
<br />CONN. DETAIL
<br />FOR CONN. DETAIL
<br />FOR CONN. DETAILS
<br />10d @ 12" O.C.FURRING
<br />1X4
<br />M
<br />2X8 P.T. WITH 3/16" H X 3"2X8
<br />.T. AS REQ'D
<br />P T
<br />LONG TAPCONS2X8
<br />STAGGERED @ 16" O.C.
<br />2x DETAIL
<br />21 /4"
<br />DETAIL
<br />2-ROWS INTO MASONRY
<br />3-1/4" DETAIL
<br />MAX." UNACCEPTABLE INSTALLTION �, C)n
<br />PROPER INSTALLATION 4%* DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6"O.C.—�q U)
<br />n n ATTAALJC/1 \A/AI 1 QLJCATLJI"1/3 TA
<br />FILL SOLID
<br />BOTH CELLS
<br />#5 REB,
<br />(TYR)
<br />STD. 90'
<br />HOOK C
<br />0/1
<br />L
<br />IL
<br />tt
<br />NOTCH WEB AT
<br />FIRST 2 COURSI
<br />� ALED CELL PER V_
<br />eJda e r
<br />BUILDOUT .OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FOUNDATION PLAN � 3°
<br />SCALE: N.T.S. FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP04
<br />_
<br />SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. �� "4 -
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<br />z,
<br />2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 945 # FOR 1 STRAP
<br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1890 #FOR 2 STRAPS ' FILL 1St4COURSES
<br />EMBEDMENT INTO BLK.) 1/4" MAX ;Y :' SOLID W/GROUT /
<br />,r 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS
<br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS `
<br />BLOCK HEADER ARCH BLKG. &BUCK USP RT16M W/ (8) NA11 NAILS & (6) x 2t
<br />"y TAPCONS a �,
<br />1/2" DRYWALL IF TRUSS IS 2 PLY INSTALL USP HTWMl6 W/ 6 w
<br />~' 10d NAILS x 1" NAILS AND Z F �,,. N
<br />8d NAILS AT 8"O.C. AT BUCK
<br />2 x 8 45" DIAGONAL 4 1 NAILS LEAVE A CUT OUT IN O.S.B. ON THE *' :`:: ,:::: ;r::<.:: (4) X 1' WEDGE BOLTS [ (1) STRAP =1225 # ,UJ
<br />BRACE(S) INSIDE TO ALLOW FOR INSULATION ;~-_ _ _ __ (2) STRAPS 2450#J) F g o o ©� t w
<br />2 x 8 BRACE/ BLKG. ~�' �- t, s s.;- ,:.: H
<br />7/16" OSB TO BE INSTALLED FOR OVERHANGS BETWEEN OVER 110 o o '❑ 1
<br />LLz��Q wx
<br />BUILT UP PLWD. BUCK ARCH PANEL ~ _Y S Z o s" a ••,
<br />CUT HOLE IN O.S.B. FOR
<br />;:.. BOND BEAM OR CAST "a ,-
<br />SCRIBE (NOTCH) ::,~,'"., >:: ..: w o r� •..
<br />CONTACT ENGINEER OF RECORD FOR
<br />IN PLACE BEAM FURTHER INSTRUCTIONS. "' « y m F LL
<br />POLY -CELL IN THIS AREA FACE ARCH W/ (3) 10d NAILCE AT S 'i '• W o C) + mod`
<br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8
<br />44 OVERRAN ., W W Z Q F E S'
<br />AT Ea END RETROFIT TRUSS DETAIL w z w M ¢ ,lI,I1? „
<br />CONNECT W/ 8d NAILS BRACE/ BLKG. :�.t w Q � w
<br />N.T.S. o W b ai w a Q
<br />INSTALL WDW. SCREW ANCHO\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
<br />RETROFIT WALL OVERHANG DETAIL (NTS)
<br />PROVIDE TAPCON WITHIN 0 w
<br />m/�i�F�� W
<br />H FACES W 4 10d NAILS THRU OSB INTO 2 x 8 2 X 4 #2 SYP SCAB TO SIDE OF = ,y � c� O
<br />INTO ARCH BLKG. PER 4" MIN. OF BRACE " FOR OVERHANGS BETWEEN 3/4" TO i 1/2" c
<br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2-6 F m
<br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4' - NO REPAIR REQ'D. N INoD •'NHWA mM'"
<br />START OF ARC IF TRUSSES USED) W/ (3) #6 X 4'/" WOOD
<br />4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY X OV (2)10d NAILS @ 8" O.C.
<br />FR
<br />ARCH DETAIL � WALL USE (3) 1/4' X 31/2" TAPCONS AT 16" + TO TRUSS TOP CHORD 11-01' 51-019
<br />yA/y
<br />SCALE: N.T.S. SS O.C. 12 + + F�ON PLYWOOD SHEATHING
<br />JACK TRUSS PROVIDED BY SEE + +
<br />TRUSS COMPANY OR p + + o
<br />2 x 8 BUCK - CONNECT TO BLOCK SECTION 2x6 #2 SYP @ 24" O.C. + + + INISH FLO o
<br />BLOCKING AS °
<br />WITH 1/4" x 31/4" TAPCON (1 114" MIN. ROOF SHEATHING ATTACHED + REQUIRED �• ii
<br />/4" MAX EMBEDMENT INTO ) B-B PER NAILING SCHEDULE ALL TO SUPPORT ° ".• ' n #5 BAR a
<br />2'-0" 8" TRUSS + + SOFFIT 1,0" ai CENTERED W/
<br />BLOCK HEADER' w
<br />SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + 9(r _ "
<br />USP RT3A 2X4 SYP ' • .' IN TOP c z
<br />BLKG. &BUCK 2X6 TO 2X4 EACH TRUSS _ F,1
<br />1 X4 FURRING •aKNOCKOUT/ivLL
<br />8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d =CHAIR BLOCK14 o w
<br />NAILS AT EA. END PROVIDE 2x CONNECTOR MONO FOOTING _ I_ ,'� �. J
<br />PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. CONT. W/ (3) SIZE AND REINF. PER PLAN I% �' ° z 1
<br />VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I Q
<br />BRACE EXCEEDS 24" BUCK - (1) WITHIN 4"
<br />LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF JACK TRUSS PROVIDED BY SCHED.
<br />Q
<br />TRUSS COMPANY OR 2x4 CLEAN FILL ° o (V
<br />2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT z &
<br />TO BE INSTALLED w r ; N
<br />BUILT UP PLWD. BUCK -
<br />4'-0" MAX SEE PLAN PRECAST LINTEL FSTANDARD o W Z W
<br />SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL HOOK N a
<br />TO FIT ARCH CONNECT W/ 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN g �' a Q ; Z 1
<br />8d NAILS START OF ARC IF TRUSSES USED) W/ (2) #6 X 4Y WOOD FOR OVER HANG FILLED CELL * a W �-
<br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") � �, _ �„ W
<br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4 MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" �$ - �
<br />INSTALL WDW, SCREW �• ,. a �< V ,. w
<br />ANCHOR INTO ARCH BLKG.
<br />THRU OSB INTO 2 x 8O.C. STEMWALL FOOTING SIZE AND c 0
<br />PER INSTALLATION DETAILS B-B ARCH DETAIL rK_�� SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL � z Q I
<br />SCALE: N.T.S. SS SCALE: 3/4"=,'-o" SS SCALE: 3/4"=1'-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS o ' UJ Z Z O
<br />SCALE: 3/4" = V' 0" LIJ Q
<br />J �<N
<br />GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS L.I.
<br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD LV
<br />AT LEAST 2 HOURS BEFORE PLACING MORTAR. FOR ADDITIONAL INSTRUCTION. Z
<br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP 0 >
<br />EXTENDS TO SILL. It
<br />o J
<br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM.
<br />�^
<br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWERHOOKED DOWEL ~ v J
<br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3/4"X6" MIN. HOLE W
<br />TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR
<br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT MORE INFO SET BAR IN EPDXY o
<br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS 20 ga. PANEL CAP TO PREVENT LEAKAGE w
<br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER HTT45 W/ (18) -10d NAILS TO U)
<br />UJ
<br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION STUDS & (1) - 5/8" DIA. ALL #5X6' EMBEDDED INTO M
<br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL (1) #5 BARS CONT. 3" THREAD ROD EPDXIED W/
<br />PER ANCHOR) OCCURS � EXISTING BOND BEAM Z
<br />(T REINFORCING TOP WITH MIN. 3" SIMPSON "SET" EPDXY MIN. Z
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. HE SAME SPACING O
<br />COVER 5" EMBEDMENT & 3" MIN. y
<br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 6'0 F.F. a FILL CELL FULL HEIGHT W/ W
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. EDGE DISTANCE Ir
<br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE COURSE) EXPANSION STRIP ° U cwi NON SHRINK GROUT.
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o ; F w a A 0
<br />REINFORCING AS FOLLOWS:IF
<br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. :<y '' `.'. _ ` = SEALANT =I I=J I=I I I I 1=1
<br />ti. = °� _ ,r^. p _I=IJ=ll=111 11=III-
<br />* PRESS PANEL REINFORCING INTO PLACE. _ ' ',' =1 I —I I—� I I- U z 5X6' EMBEDDED INTO
<br />- ` v 6" MIN. LAP SPLICE W/ A' ? I I= �- EXISTING FOOTING 245X6' IN CONC.
<br />* i REINFORCING PANEL
<br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ; A..-,-,.. �'; .��:.-:-.:.,,.:.., - - • I � I=I � I—�, FILLED CELL
<br />SMOOTH. DO NO FURROW. "' ' �: �- ` `' ` -�="' o' � DRILL 3/4"X6"MIN. HOLE o
<br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />III=1 1(-
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. =�= GRADE o. o —I I SET BAR IN EPDXY
<br />:s
<br />"= ' ` = t ~ 6" MIN. LAP title:
<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST " Y ' SPLICE iv ° ' ' W
<br />REMAIN FREE OF MORTAR. NOTE: " zof
<br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. � o : z
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° `tea ;4" SAW CUT °s
<br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (Z) #5 REBARMIN3"
<br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE . . z project no. 2017666
<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 16"MIN. COVER EA. WAY A SECTION w checked: AB/MC
<br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING o r
<br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. drawn:
<br />J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP
<br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. date: 10-09-17
<br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" RETROFIT FILLED CELL DETAIL o
<br />N scale:
<br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S.
<br />INSTALLATION OF GLASS BLOCK. O
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<br />SS
<br />I
<br />O
<br />tY
<br />a
<br />F__ i -T- 1— ___T_ —__ - - i
<br />The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and ,is certified as such.
<br />t I i� [ t.ob 1, lilt ,11 iili�IdidTTyt� 111 ___FT__F___T I — �— ------ T_—7— —IF , —r I�—
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