|
1/4" MAX Z-0"
<br />Ir
<br />SOLID BLKG. AT TOP BTWN.
<br />ARCH BLKG. & BUCK —�
<br />DOOR JAMB (REFER 1x4 1/2" DRYWALL
<br />DOOR JAMB (REFER
<br />1x4 1/2" DRYWALL
<br />DOOR JAMB (REFER
<br />TO PRODUCT
<br />1x4 I 1/c URT VVHLL
<br />TO PRODUCT
<br />P.T,
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />APPROVAL FOR CONN.
<br />APPROVAL FOR CONN.
<br />1x4
<br />1 X 4
<br />3-1/4" LONG X 3/16"Q!
<br />FURRING
<br />3/16" 0 X 3" LONG
<br />TAPCONS
<br />FURRING
<br />(2) ROWS 3116" x 3-1/2"
<br />FURRING
<br />TAPCON. INTO
<br />STAGGERED @ 16"
<br />TAPCON @ 16" Q.C. & 4"
<br />2X8
<br />BLOCK@ SPACING „
<br />1
<br />DETAIL
<br />O.C. 2-ROWS INTO
<br />1x8 P.T.
<br />FROM EACH END w/ MIN.
<br />2" EDGE DIST. ATTACH
<br />1X8
<br />PER MANUFACTURE
<br />MASONRY THROUGH 1-1 /211 DETAIL
<br />1x8 w/ (2) ROWS 8d NALS
<br />"
<br />3 DETAIL
<br />1x4 P.T. & 1x8 P.T.
<br />STAGGERED @ 12" O.C.
<br />"2"
<br />1x4 P.T.
<br />DOOR JAMB (REFER
<br />16"
<br />TO PRODUCT
<br />OM
<br />DOOR JAMB (REFER
<br />APPROVAL FOR CONN.
<br />1x4 1/2" DRYWALL
<br />DOOR JAMB (REFER
<br />W/ MIN.
<br />TO PRODUCTTO
<br />PRODUCT
<br />6EACH
<br />ST.
<br />APPROVAL FOR CONN.
<br />2x8 P.T. w/ (2) ROWS 3/16"x
<br />FOR CONN.(2)
<br />ROWS 3/16" x 3-1/2"
<br />3-1/2" TAPCON @ 16"APPROVAL
<br />O.C. & 4" FROM EACH
<br />1x4
<br />TAPCON @ 16" O.C. &
<br />END w/ MIN. 2" EDGE DIST.4"
<br />FURRING
<br />FROM EACH END w/
<br />2x8 P.T,
<br />ATTACH SECOND PLY w/
<br />..Q'D
<br />MIN. 2" EDGE DIST.
<br />(2) ROWS 10dx3'°
<br />2x8
<br />2x DETAIL
<br />2 1/4"
<br />DETAIL
<br />STAGGERED @ 12" 0'
<br />3-1/4" DETAIL
<br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS
<br />SCALE: N.T.S.
<br />2x8 P.T. BUCK -CONNECT TO BLOCK
<br />W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN.
<br />EMBEDMENT INTO BLK.)
<br />1 X 4 FURRING
<br />BLOCK HEADER
<br />1/2" DRYWALL
<br />8d NAILS AT 8" O.C. AT BUCK
<br />2 x 8 45^ DIAGONAL (4) 10d NAILS INTO
<br />BRACE(S) 2 x 8 BRACE/ BLKG.
<br />7/16" OSB
<br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
<br />SCRIBE (NOTCH) POLY -CELL IN THIS AREA
<br />BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8
<br />CONNECT W/ 8d NAILS BRACE/ BLKG.
<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 />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —�
<br />1-112" THK. OR MORE BUCK WITHIN 6" MIN, OF START OF ARCH
<br />ARCH DETAIL ri-I
<br />SCALE: N.T.S. SS
<br />SECTION
<br />A -A
<br />8aa
<br />1/4" x 31/4" TAPCONS
<br />—LEAVE A CUT OUT IN O.S.B. ON THE
<br />INSIDE TO ALLOW FOR INSULATION
<br />TO BE INSTALLED
<br />—2 x 8 45 DIAGONAL BRACE AT EA.
<br />FACE OF ARCH W/ (3) 10d NAILS
<br />- AT EA. E N D
<br />PROVIDE TAPCON WITHIN
<br />4" MIN. OF BRACE
<br />START OF ARC
<br />4' MAX. RAID.
<br />2
<br />x 8 BUCK - CONNECT TO BLOCK SECTION
<br />WITH
<br />1/4" x 31/4" TAPCON (1 1/4" MIN. B-B
<br />1/4" MAX EMBEDMENT INTO K.)
<br />2'-0" 8"
<br />BLOCK HEADER
<br />SOLID BLKG. AT TOP BTWN. ARCH
<br />1 X 4 FURRING
<br />BLKG. & BUCK
<br />8d NAILS @ 8" O.C. AT BUCK
<br />2 x 8 VERT. W/ (2) 10d
<br />NAILS AT EA. END
<br />PROVIDE 2 x 8 DIAG. BRACE BT
<br />---
<br />VERT. BRACES WHEN HGT. OF
<br />BRACE EXCEEDS 24"
<br />LEAVE A CUT OUT IN O.S.B. ON T
<br />2 x 8 VERT. BRACE(S)
<br />INSIDE TO ALLOW FOR INSULATION
<br />TO BE INSTALLED
<br />BUILT UP PLWD. BUCK -
<br />SCRIBE (NOTCH) BACKSIDE
<br />7/16" OSB ARCH PANEL
<br />TO FIT ARCH CONNECT W/
<br />8d NAILS
<br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />INSTALL WDW, SCREW
<br />ANCHOR INTO ARCH BLKG.
<br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL
<br />THRU OSB INTO 2 x 8
<br />PER INSTALLATION DETAILS
<br />B-L
<br />ARCH DETAIL K
<br />SCALE: N.T.S. SS
<br />PROVIDE 2x
<br />PROVIDE (2) MIN. CONT. W/ (3)
<br />TAPCON AT EA. SIDE 12d NAILS
<br />BUCK- (1) WITHIN 4"
<br />MIN. OF START OF
<br />ARCH
<br />START OF ARC
<br />4' MAX. RAID.
<br />PROPER INSTALLATION MAX. 8"
<br />#5 RE&
<br />(TYP)
<br />STD. 90'
<br />FILL SOLID
<br />HOOK (1
<br />BOTH CELLS
<br />[t7
<br />2,
<br />�Fv
<br />NOTCH WEB AT
<br />+5^
<br />FIRST 2 COURSI
<br />,APACITY = 805 # FOR 1 STRAP
<br />= 1610 # FOR 2 STRAPS
<br />1 PLY PRE-ENGINEERED TRUSS
<br />SIMPSON HM9KT w/ (4) 1/4"1 1/2" SDS
<br />SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
<br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d
<br />SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #)
<br />BOND BEAM OR CAST IN PLACE BEAM
<br />RETROFIT TRUSS DETAIL
<br />N.T.S.
<br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />IF TRUSSES USED) WI (3) #6 X 4%2' WOOD
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
<br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/
<br />MIN. 4" EMBEDMENT AT 16" O.C.
<br />12
<br />JACK TRUSS PROVIDED BY SEE
<br />TRUSS COMPANY OR PLAN
<br />2x6 #2 SYP @ 24" O.C.
<br />ROOF SHEATHING ATTACHED
<br />PER NAILING SCHEDULE ALL
<br />(5) 12d NAILS SIMPSON i
<br />2X6 TO 2X4 H2.5A w/ (10)
<br />8d NAILS
<br />i
<br />NOTE:
<br />SHED ROOF ENDS TO BE
<br />GABLE ONLY, CORNERS
<br />SHALL NOT BE FRAMED AS
<br />HIP.
<br />DESIGNED ONLY FOR THE
<br />INSTALLATION OF SHINGLE
<br />AND METAL ROOF FINISH
<br />GLASS BLOCK INSTALLATION NOTES
<br />A)
<br />COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
<br />AT LEAST 2 HOURS BEFORE PLACING MORTAR.
<br />B)
<br />ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
<br />EXTENDS TO SILL.
<br />C)
<br />SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
<br />D)
<br />SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
<br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
<br />TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
<br />EXPANSION STRIP
<br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
<br />20 ga. PANEL
<br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
<br />ANCHOR
<br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
<br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
<br />1/4" EXPANSION BOLT (2
<br />E)
<br />INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
<br />9 ga. PANEL PER ANCHOR)
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
<br />REINFORCING
<br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
<br />(EVERY OTHER
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
<br />COURSE) EXPANSION STRIP
<br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING.. INSTALL
<br />REINFORCING AS FOLLOWS:
<br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
<br />SEALANT
<br />PRESS PANEL REINFORCING INTO PLACE.
<br />6" MIN. LAP SPLICE W/
<br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
<br />" ` ' REINFORCING PANEL
<br />SMOOTH. DO NO FURROW.
<br />F)
<br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH.
<br />6" MIN. LAP
<br />G)
<br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />SPLICE NOTE:
<br />REMAIN FREE OF MORTAR.
<br />H)
<br />STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
<br />SEE GLASS BLOCK INSTALLATION NOTES.
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
<br />SEALANT
<br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
<br />GLASS BLOCK DETAIL
<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.)
<br />GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
<br />1)
<br />AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
<br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
<br />J)
<br />APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
<br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
<br />K)
<br />A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
<br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
<br />INSTALLATION OF GLASS BLOCK.
<br />JACK TRUSS PROVIDED BY--/
<br />TRUSS COMPANY OR 2x4
<br />#2 SYP @ 24" O.C. �
<br />4'-0" MAX SEE PLAN 000,
<br />2X4 SYP #2 CONT (MATCH TRUSS DEPTH
<br />IF TRUSSES USED) W/ (2) #6 X 4'Y2' WOOD
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY
<br />WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16"
<br />O.C.
<br />SECTION @ ENTRY L
<br />SCALE: 3/4" = 1'-0" SS
<br />MASONRY WALL. SEE PLAN FOR
<br />REINFORCING. PROVIDE LOWER
<br />HOOKED DOWEL
<br />W.W.M. AT PERIMETER
<br />(1) #5 BARS CONT. WHERE THIS CONDITION
<br />TOP WITH MIN. 3" OCCURS
<br />COVER 6'-0"
<br />— I F.F.
<br />p' D
<br />D
<br />dE=1001I100010=1011 I I-1 11=111 ; ,11 I-1 I I
<br />I-1 I I-1 I D I -III- '
<br />D III--
<br />III-IIII_
<br />-1 I IEI I IEI ,
<br />1=1 I 117
<br />GRADEIII-
<br />°
<br />cN D
<br />M z /
<br />N ®D.
<br />O
<br />D (2) #5 REBAR. MIN. 3"
<br />16" MIN. Of COVER EA. WAY
<br />SECTION AT DEEP MONO FOUNDATION
<br />SCALE: 3/4" = V-0"
<br />FILLED CELL PER
<br />FOUNDATION PLAN
<br />kR
<br />YP:)
<br />THE
<br />:S
<br />I IKIA(`(`CDTADI C IKICTAI I TIn1\I
<br />FILLED CELL INSTALLATION rH �
<br />S_H AF.E-..H ILA 14NID
<br />PIPE ENG I, H S6 a_3Ti I:.TN
<br />SCALE: N.T.S.
<br />SUB
<br />AL� € . EDI---
<br />E''a 1, VnLI yF'E ALU''f - A
<br />PER PLAf'•1 1- 3,`4" T
<br />I 1 = SS NA1
<br />ASTEKED PER-
<br />,i,-E 2 L?EL 1� L�=CN�r'ENTEC DR'S ,
<br />C . NT 2x4 NAILEDT}- J 2x BLOCKING NAILS-- D ,O TOE,
<br />='1�XII�� C , CH ;'D EVER'k; m1�F
<br />231 -' NAILS. TYP I°')
<br />k t1°LI,ERT ti�EP1F`t� r��iCaiE , F 1�1EE FA. 4 wPAs IT -
<br />N THE DESIGN PRE , � �� APE "IFiED rFQR wS A� ND _ 1 `.,;_
<br />LISTED IN T14E DEEMGN t R[ E A t i.1 HET SN
<br />FOR ,OFF! T A Hj%`!FIN1TATWL wPERAiFHiA�"��.11M III:-F1 1
<br />P 1, T APR'W a� F NN L FASTENED T Q
<br />l 1"F+`�l{L. .O G='��:¢ - � ^,I»k,�.c- r -_� VV II 5!;'-,, �A IV��E��.. Efl4iI"E �,gW M��I�.,J.. . $
<br />t1: � '€ 1 6 II3- ..i &`4`x p d 3 � ,�_ 1'^4tw^'F h
<br />�CTTERI� .
<br />~,IJS FAR 1, A 'H 3A L4.:f 1,4` yil�CyV,,TIS APi t.-.
<br />G2r' 1_X1VfW.'.-
<br />NJ I t FF T'- 14€41I IT
<br />,�,y; �F� ,'vs"h's"'T �� I � at�1 T"�•i<i�.i`"Iu �A�F�It=:".F �, � ...
<br />rF . ?I"F.. 1 -P INmmiA A YHW: i;
<br />REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.
<br />2 X 4 #2 SYP SCAB TO SIDE OF
<br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6"
<br />DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H.
<br />XOV (2) 10d NAILS @ 8" O.C.
<br />ERygN TO TRUSS TOP CHORD
<br />+ + LRNc'ry PLYWOOD SHEATHING
<br />+ + BLOCKING AS
<br />+ REQUIRED
<br />TO SUPPORT
<br />TRUSS + gnFFIT
<br />2X4 SYP ® 6 b.
<br />EACH TRUSS
<br />CONNECTOR
<br />SEE LINTEL
<br />SCHED.
<br />/
<br />CENTER SOFFIT
<br />PRECAST LINTEL �J/
<br />SEE ELEVATION
<br />2X2 #2 P.T. MIN.
<br />FOR OVER HANG
<br />W/J-CHANNEL SECURED
<br />(MAX. 4'-0")
<br />@24" O.C. FASTENED TO
<br />CMU W/ 3" LONG T-NAILS @
<br />24" O.C.
<br />SECTION @ ROOF EXTENSION M
<br />SCALE: 3/4" = 1'-0"
<br />SS
<br />cGI= cur -PT n1) onin
<br />SIMPSON HTT4 w/ (18) 10d x 1
<br />1/2" NAILS TO STUDS & (1) -
<br />5/8" DIA. ALL THREAD ROD
<br />EPDXIED w/ SIMPSON "SET"
<br />EPDXY MIN. 6" EMBEDMENT 8
<br />3" MIN. EDGE DISTANCE
<br />RETROFIT FOR MIS
<br />MSTAM STRAP
<br />. AI F• .1/4
<br />z
<br />O
<br />U_
<br />O
<br />W
<br />U
<br />U_
<br />Z)
<br />U
<br />Lo
<br />2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C.
<br />3/4" PLYWOOD DECKING GLUED
<br />ATTACHED WALL SHEATHING TO
<br />AND NAI!_ED W/ 8d COMMON @
<br />2X BOTTOM PLATE W/ 8d @ 4"
<br />6" O.C. EDGES AND 12" O.C. FIELD
<br />O.C., 2 ROWS STAGGERED
<br />2x BAND JOIST W/ FACE NAIL 1Od
<br />@ TOP & BTTM CHORD, AND (8)
<br />FACE NAILS 1Od @ TRUSS VERT.
<br />WEB
<br />METAL SEAT PLATE
<br />NOTE:
<br />LAP SHEATHING TO
<br />BOTTOM OF BAND
<br />JOIST TYPICAL
<br />SIMPSON HGAMIOKTA @ 12" O.C.
<br />w/ (4) 1/41 1/2" SIDS SCREWS
<br />INTO BAND JOIST & (4) 1/4"x2 3/4"
<br />TITEN INTO K.O. BLOCK
<br />RETROFIT FOR MISSING EMBEDDED STRAP
<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.
<br />FILL 1st 4 COURSES
<br />SOLID W/GROUT
<br />FOR OVERHANGS BETWEEN OVER 1 1/2"
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS.
<br />.a
<br />OVERHAN
<br />RETROFIT WALL OVERHANG DETAIL (NTS
<br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2"
<br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D.
<br />1'-011 51-011
<br />INISH FLOOR
<br />°
<br />° D "T�CENTEREDW/
<br />#5 BAR
<br />D10
<br />90` H'
<br />IN TOP o
<br />KNOCKOUT /
<br />— _ c °� CHAIR BLOCK
<br />MONO FOOTING �—_ D D o.. D°.
<br />SIZE AND REINF. PER PLAN
<br />AND SECTION DETAILS -I
<br />_I o
<br />CLEAN FILL , ° D
<br />DIRT D z
<br />°. STANDARD o
<br />90` HOOK N
<br />#5 BAR IN
<br />FILLED CELL �' r
<br />,� e V V V�9
<br />STEMWALL FOOTING SIZE AND
<br />MONO TO STEMWALL FOOTING REINF. AND STEMWALL
<br />SECTIONN DDETAETAILS
<br />SCALE: 3/4" = V-0"
<br />DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC
<br />DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
<br />JUL 2 1 2023
<br />EXISTING BOND BEAM.
<br />DRILL 3/4"x5" MIN. HOLE SET BAR IN
<br />EPDXY CAP TO PREVENT LEAKAGE toZjance
<br />Virtual Review Assist, Inc.
<br />TOP SPACE BETWEEN EXISTING GROUT & NEgr eview completed and approve)
<br />MUST BE PACKED WITH NON -SHRINK GROUT (USAL with the Lahr P 2 00
<br />ib� M�ii�a Anne Klahr PX23gq
<br />#5x6' EMBEDDED INTO EXISTING BOND BEAM
<br />FILL CELL FULL HEIGHT W/
<br />NON SHRINK GROUT.
<br />#5x6' EMBEDDED INTO
<br />EXISTING FOOTING
<br />DRILL 3/4"x5" MIN. HOLE
<br />SET BAR IN EPDXY
<br />I EXISTING FOOTING
<br />RETROFIT FILLED CELL DETAIL
<br />(2) #5x6' IN CONC.
<br />FILLED CELL
<br />4" SAW CUT
<br />OAO SECTION
<br />SCALE: N.T.S.
<br />SCALE: N.T.S.
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<br />LAST PLOT DATE
<br />0
<br />May. 9, 23
<br />Z-I-J
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<br />STRUCTURAL
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<br />DETAILS-RETRO FIT
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