|
1/4" MAX 2,�„
<br />N SOLID BLKG. AT TOP BTWN.
<br />u 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 1/2" DRYWALL
<br />TO PRODUCT
<br />P.T.
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />-
<br />APPROVAL FOR CONN.
<br />APPROVAL FOR CONN.
<br />1x4
<br />1 X 4
<br />3-1/4" LONG X 3l16"Q1
<br />1x4 P.T.
<br />FURRING
<br />3/16" 0 X 3" LONG
<br />TAPCONS
<br />FURRING
<br />(2) ROWS 3/16" x 3-1/2"
<br />FURRING
<br />TAPCON. INTO
<br />STAGGERED @ 16"
<br />TAPCON @ 16" O.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 />MASONRYTHROUGH
<br />1-1 /2I1 DETAIL
<br />1x8 w/ (2) ROWS 8d NALS
<br />3" DETAIL
<br />1x4 P.T. & 1x8 P.T.
<br />STAGGERED @ 1211 O.C.
<br />3/16" x 3
<br />1x4 P.T.
<br />DOOR JAMB (REFER
<br />TAPCON @ 15"
<br />TO PRODUCT
<br />O.C. & 4" FROM
<br />DOOR JAMB (REFER
<br />APPROVAL FOR CONN.
<br />1x4 1/2" DRYWALL
<br />DOOR JAMB (REFER
<br />EACH END W/ MIN.TO
<br />PRODUCT
<br />TO PRODUCT
<br />2" EDGE DIST.
<br />APPROVAL FOR CONN.
<br />2x8 P.T. w/ (2) ROWS 3/16"
<br />APPROVAL FOR CONN.
<br />(2) ROWS 3/16" x 3-1/2"
<br />x 3-1/2" TAPCON @ 16"
<br />O.C. & 4" FROM EACH
<br />1x4
<br />TAPCON @ 16" O.C. &
<br />L
<br />END w/ MIN. 2" EDGE DIST.
<br />FURRIN
<br />4" FROM EACH END w/
<br />2x8 P.T.
<br />ATTACH SECOND PLY w/
<br />2x P.T. AS REQ'D
<br />MIN. 2" EDGE DIST.
<br />(2) ROWS 10dx3"
<br />2x8
<br />2x DETAIL
<br />2 1 /4"
<br />DETAIL
<br />STAGGERED @ 12" o.c.
<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 31/4" TAPCON (1 1/4" MIN.
<br />EMBEDMENT INTO BILK.)
<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 ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) E)TWN. 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 />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
<br />ARCH DETAIL J
<br />SCALE: N.T.S. SS
<br />SECTION
<br />A -A
<br />8°
<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 DrAGONAL BRACE AT EA.
<br />FACE OF ARCH W/ (3) 10d NAILS
<br />AT EA. END
<br />PROVIDE TAPCON WITHIN
<br />4" MIN. OF BRACE
<br />START OF ARC
<br />4' MAX. RAD.
<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 )
<br />O
<br />2'-0" O"
<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 BTWN,,""
<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-B
<br />ARCH DETAIL rK
<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. RAD.
<br />PROPER INSTALLATION MAx.B
<br />FILL SOLID
<br />BOTH CELLS
<br />#5 REB,
<br />(TYP,)
<br />STD. 90,
<br />HOOK (1
<br />t5^
<br />NOTCH WEB AT
<br />FIRST 2 COURSI
<br />"AF'AUI I T = dUD Fi t-U11 1 ,51 KAh'
<br />=1610 # FOR 2 STRAPS
<br />1 PLY PRE-ENGINEERED TRUSS
<br />SIMPSON HM9KT w/ (4) 1/4"xl 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"x21/4" 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) W/ (3) #6 X 4'/." 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
<br />(5) 12d NAILS _ /
<br />2X6 TO 2X4
<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 LOWER4-
<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
<br />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)
<br />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 />,,'`
<br />SEALANT
<br />* PRESS PANEL REINFORCING INTO PLACE.`'
<br />`'''r
<br />..:
<br />'.
<br />;'' ' `='
<br />'l., e:; ;..; :::-., ..:.,..-� 6„ MIN. LAP SPLICE W/
<br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
<br />= '
<br />:•�.=.,''<.:.::.?:;-:
<br />" REINFORCING PANEL
<br />SMOOTH. DO NO FURROW.
<br />:;--; >'':
<br />, .,;:.;,.,..::
<br />.....:.. ...:::..
<br />F)
<br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />A `:;',
<br />.'.>
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH.
<br />`: * °
<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 />SEE GLASS BLOCK INSTALLATION NOTES.
<br />H)
<br />STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
<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 />SIMPSON
<br />H2.5A w/ (10)
<br />8d NAILS
<br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —'
<br />IF TRUSSES USED) W/ (2) #6 X 4%" 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" = V-0" SS
<br />(1) #5 BARS CONT.
<br />TOP WITH MIN. 3"
<br />COVER —�
<br />M
<br />6-0"
<br />MASONRY WALL. SEE PLAN FOR
<br />REINFORCING. PROVIDE LOWER
<br />HOOKED DOWEL
<br />W.W.M. AT PERIMETER
<br />WHERE THIS CONDITION
<br />OCCURS
<br />F.F.
<br />(2) #5 REBAR. MIN. 3"
<br />COVER EA. WAY
<br />SECTION AT DEEP MONO FOUNDATION
<br />SCALE: 3/4" = V-0"
<br />`— FILLED CELL PER
<br />FOUNDATION PLAN
<br />(R
<br />YP.)
<br />THE
<br />:S
<br />I IAIAnnM0TA0I C IAIQTAI I -rinKI
<br />FILLED CELL INSTALLATION H
<br />SCALE: N.T.S. Sc
<br />SEE ARCH FLAN AND
<br />PRE-ENG TR .SS DESIGN
<br />SEE NO? = BELOW
<br />2x SUE _
<br />ALUM 7•11IPI(->
<br />ALUM
<br />EI,G WALL TYPE �---�- j
<br />PERPLAN I 1 3i»" . ,"; �'AII,.TE.:
<br />F :CHANNEL, SS NA1..
<br />�; DIA- (ua
<br />FA`:,TCNED PER I
<br />Wt TF :'BFI.OW _l D,,I I L- I,CINTVENTEDOR c,i_�L,: �'FFIT
<br />CONT 2K4 NAILED TO - 2x BLOCKING NAILED TO TOF
<br />El L _)t KIN+G wl 2-12d NAILS (-I CHORD EVEf-I ' OTHER TRU`.
<br />orf 3-12d NAILS I YP. (")
<br />1 G C.1 BUILDER TC/ vERIFYr'PRC:':'IDE SOFFIT MATERIAL SPAN CAPACIT -_ : E'D
<br />UN i H= DESIGr
<br />N ,kts4R:E US SPLCIHED FOH 0_)Ir"v1P0NEN IS AND CLi ... 1 . 7
<br />I-FiTED IN THE DE,-:C�N CRITERIA CIN SHEET SN
<br />2 F, .R SOFFIT ATTACHMFNT AT INA: I (PER ALPHA Al I;P11 INt FI_# 1654. - -
<br />PRODUCT APPR&AL) F CHANNEL FASTENED T._r
<br />L t;1U wa'/' T NAIL .U97" DIA ra) 2d" +.a.0 . wf 5/B"" �41PI J EMBEDMENT
<br />WOOD w/ Q ; I A. 314"x 11 " CROWN STAI LES (d 24" NW. O.C. IN
<br />PATTERN
<br />SUB FASt-:14, ',v 16 GA 31.,4''A'.4" i, RO'JNN S-Ir" PI F g EA(:h 14ROOVF
<br />(� STRUCTURAL SOFFIT
<br />" SCALE: 3/4" - „ 7' („) Fc.)R ALUMINIUM SOFFITS WIT
<br />;<FV 09 23 1(_11 > T-4' INSTAII MID SPAN RI OCVIN
<br />THE S.:)FFT FI PA INSTAI I ATIOP, ;;RI I i
<br />'REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETA.I.S.'
<br />`k OVFigygN
<br />+ 4F/
<br />+ +
<br />+ +
<br />+ +
<br />+ +
<br />+ +
<br />TRUSS
<br />2X4 SYP —
<br />EACH TRUSS
<br />CONNECTOR
<br />SEE LINTEL-
<br />SCHED.
<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 Z-6" TO 4'-0" O.H.
<br />(2)10d NAILS @ 8" O.C.
<br />TO TRUSS TOP CHORD
<br />'Ty PLYWOOD SHEATHING
<br />/ BLOCKING AS
<br />REQUIRED
<br />TO SUPPORT
<br />+ SOFFIT
<br />+
<br />PRECAST LINTEL � /
<br />�// X.
<br />SEE ELEVATION
<br />2X2 #2 P.T. MIN. FOR OVER HANG
<br />W/J-CHANNEL SECURED (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" SS
<br />SIMPSON HTT4 wl (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 MIE
<br />MSTAM STRAP
<br />Cr:AI F• 3/d
<br />OCC OUCCT r.) Anon
<br />z
<br />0
<br />U_
<br />0
<br />W
<br />LL
<br />U
<br />Q
<br />U)
<br />2"x BOT. PLATE W/ (2) 10d @ 6" O.C.
<br />3/4" PLYWOOD DECKING GLUED]A
<br />ATTACHED WALL SHEATHING TO
<br />6" O.CAND AEDGES ANDILED W/ 8d COM12"OMONFIELDn�O.C.,02 ROWS STAGGERED 4
<br />2x BAND JOIST W/ FACE NAIL 1 Od
<br />@ TOP & BTTM CHORD, AND (8)
<br />FACE NAILS 10d @ TRUSS VERT.
<br />WEB
<br />METAL SEAT PLATE
<br />NOTE:
<br />LAP SHEATHING TO
<br />BOTTOM OF BAND
<br />JOIST TYPICAL
<br />SIMPSON HGAMI0KTA @ 12" O.C.
<br />w/ (4) 1141 1/2" SDS SCREWS
<br />INTO BAND JOIST & (4) 1/4"x2 3/4"
<br />TITEN INTO K.O. BLOCK
<br />RETROFIT FOR MISSING EMBEDDED STRAP
<br />SCALE: N.T.S.
<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO
<br />FILL 1st 4 COURSES
<br />SOLID W/GROUT
<br />6
<br />FOR OVERHANGS BETWEEN OVER 1 1/2"
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS.
<br />...
<br />OVERHAN •;''
<br />•, , ,
<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'-0" 5'-0"
<br />NISH
<br />° . .. �r
<br />'D P 4>
<br />° D #5 BAR
<br />°
<br />CENTERED W/ g
<br />9T H D IN TOP o
<br />° D E-o
<br />KNOCKOUT/ CHAIR BLOCK
<br />MONO FOOTING
<br />SIZE AND REINF. PER PLAN — •D, D o
<br />°
<br />AND SECTION DETAILS -I
<br />CLEAN FILL I °
<br />DIRTA. Z
<br />° STANDARD o
<br />90' HOOK N
<br />#5 BAR IN
<br />FILLED CELL
<br />AA -
<br />a• b . a• b b s- e.• b V v b . a•
<br />STEMWALL FOOTING SIZE AND
<br />MONO TO STEMWALL FOOTING REINF, AND STEMWALL
<br />SECTIONN DDETAETAILS
<br />SCALE: 3/4" = V-0"
<br />OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT
<br />ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
<br />EXISTING BOND BEAM.
<br />DRILL 3/4"x5" MIN. HOLE SET BAR IN
<br />EPDXY CAP TO PREVENT LEAKAGE
<br />TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
<br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 2")
<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 />SAW CUT
<br />EXISTING FOOTING A SECTION
<br />1 SCALE: N.T.S.
<br />RETROFIT FILLED CELL DETAIL
<br />SCALE: N.T.S.
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<br />1 M
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