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DOOR JAMB (REFER 1x4 1/2" DRYWALL
<br />41/2"
<br />DOOR JAMB (REFE1*11
<br />DRYWALL
<br />DOOR JAMB (REFER
<br />1x4
<br />1/2" DRYWALL
<br />TO PRODUCT
<br />P T
<br />TO PRODUCT
<br />TO PRODUCT
<br />FOR CONN.
<br />APPROVAL FOR CONN.1x4
<br />APPROVAL FOR CAPPROVAL
<br />1 X 4
<br />3-1/4" LONG X 3/16"!?1
<br />1x4 P.T.
<br />FURRING
<br />3/16" 0 X 3" LONG FURRING
<br />TAPCONS
<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 II
<br />DETAIL
<br />O.C. 2-ROWS INTO
<br />FROM EACHEND w/MIN.
<br />2" EDGE DIST. ATTACH
<br />1X8
<br />F
<br />PER MANUFACTUR _
<br />MASONRY THROUGH 11
<br />1-1 /2 DETAIL
<br />1x8 w/ (2) ROWS 8d NALS
<br />3" DETAIL
<br />1x4 P.T. & 1x8 P.T.
<br />STAGGERED 1 TI 0 C
<br />DOOR JAMB (REFER
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />3/16" x 3 -1/2"
<br />1x4 P.T.
<br />DOOR JAMB (REFER
<br />TAPCON @ 16"
<br />TO PRODUCT
<br />O.C. & 4" FROM
<br />DOOR JAMB (REFER
<br />APPROVAL FOR CONN. 1x4 1/2" DRYWALL
<br />EACH END W/ MIN
<br />TO PRODUCT
<br />2" EDGE DIST,
<br />APPROVAL FOR CONN.
<br />2x8 P.T. w/ (2) ROWS 3/16"
<br />x 3-1/2" TAPCON @ 16" 1x4
<br />(2) ROWS 3/16" x 3-1/2"
<br />O.C. & 4" FROM EACH FURRIP
<br />TAPCON @ 16" O.C. &
<br />L
<br />END w/ MIN. 2" EDGE DIST,
<br />4" FROM EACH END w! 2x8 P.T.
<br />ATTACH SECOND PLY w/
<br />2x P.T. AS REQ'D
<br />MIN. 2" EDGE DIST.
<br />(2) ROWS 10dx3" 2x8
<br />2x DETAIL
<br />2 1/4" DETAIL
<br />STAGGERED @ 12" O.c. 3-1/411 DETAIL
<br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGSf CC
<br />SCALE: N.T.S. SS
<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 45A DIAGONAL (4) 10d NAILS INTO
<br />BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG.
<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 />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
<br />ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8
<br />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 />INSTALL WDW. SCREW ANCHOR
<br />INTO ARCH BLKG. PER
<br />INSTALLATION DETAILS
<br />1/4" MAX
<br />NSOLID BLKG. AT TOP BTWN.
<br />ARCH BLKG. & BUCK ---
<br />2 x 8 BUCK - CONNECT TO BLOCK
<br />2'-011
<br />SECTION
<br />A -A
<br />8"
<br />WITH
<br />1/4" x 3 1/4" TAPCON (1 1/4" MIN.
<br />,F
<br />�1/4" MAX EMBEDMENT INTO .)
<br />21-011
<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 BTWNN1
<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 />CREW
<br />ANCHOR INTO ARCH BLKG.
<br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL
<br />THRU OSB INTO 2 x 8
<br />PER INSTALLATION DETAILS
<br />B-B
<br />ARCH DETAIL rK
<br />SCALE: N.T.S. 1111SS
<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, END
<br />PROVIDE TAPCON WITHIN
<br />4" MIN. OF BRACE
<br />START OF ARC
<br />4' MAX. RAD.
<br />SECTION
<br />B-B
<br />8"
<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 />EQUAL 4' MAX. RAD.
<br />PROPER INSTALLATION MAX' 8
<br />FILL SOLID
<br />BOTH CELLS
<br />#5 REBj
<br />(TyP')
<br />STD. 90'
<br />HOOK (1
<br />±5A
<br />I-
<br />L
<br />NOTCH WEB AT
<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"x1 1/2" SDS
<br />SCREWS & (5)1/4" x 21/4" 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) W/ (3) #6 X 4'/z" WOOD
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
<br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ i
<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
<br />2X6 TO 2X4 H2.5A w/ (10)
<br />8d NAILS
<br />i
<br />JACK TRUSS PROVIDED BY---/
<br />TRUSS COMPANY OR 2x4
<br />#2 SYP @ 24" O.C. �
<br />4'-0" MAX SEE PLAN
<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 />I
<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
<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 />�;;
<br />` ;: , `
<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 />_
<br />REINFORCING PANEL
<br />SMOOTH. DO NO FURROW.
<br />F)
<br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />"
<br />`
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH.
<br />"''
<br />'''`"
<br />' � :'..t 6" IN. 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 />2X4 SVP #2 CONT. (MATCH TRUSS DEPTH —J
<br />IF TRUSSES USED) W/ (2) #6 X 4'/z' WOOD
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY
<br />WALL USE (2) 1/4" X 31/2" TAPCONS AT 16"
<br />O.C.
<br />SECTION @ ENTRY L
<br />SCALE: 3/4" = 1'-0" SS
<br />(1) #5 BARS CONT,
<br />TOP WITH MIN. 3"
<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 />COVER 6'-0"
<br />F.F.
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<br />\ A '
<br />p (2) #5 REBAR. MIN. 3"
<br />16" MIN. 01 COVER EA. WAY
<br />SECTION AT DEEP MONO FOUNDATION
<br />SCALE: 3/4" = V-0"
<br />L FILLED CELL PER
<br />FOUNDATION PLAN
<br />�R
<br />YP.)
<br />1HE
<br />:S
<br />I IAIA/ f%r_!I7TAMI C IAIQTAI I TI/1A1
<br />FILLED CELL INSTALLATION H
<br />SCALE: N.T.S. c c
<br />SEE ARCH PLAN AND
<br />PRF ENG TRI I'0 S iEJFSI: �N
<br />ALUM DR. EI s .._
<br />BR WALL TYPE -j--* p `' r ALUNI F.A^C'_4.
<br />PER PLAN I I �1 314" 1;%A '�"a,IN7ED
<br />I I S N P .,A I° I ,,,ALA
<br />F CHANNEL,—F--
<br />FASTENED PER r CIA (ci
<br />NOTE 2 BELOW CONT VENTED OR _ r T
<br />CONT 2x4 NAILED TO L 2x BLOCKING NAILED TD TOP
<br />BLOCKING w/ 2-12d NAILS (a"')i CHORD EVERY OTHER TRLI-�
<br />w/ 3-12d NAILS, TYP. ("I
<br />I01JIL" EF2 TO MATERIAL `aPAN CAFACIT
<br />ON , HE Dt`:r.It,N FOR 4.QMF(-1NE:N1 �, AND CL-_
<br />LISTED IN THE DESIGN CRITERIA ON SHEET SN..
<br />j 2 FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 165-11 -"L
<br />PRODUCT APPROVAL) F CHANNEL FASTENED TO:
<br />MWrIM.A AI109i" DIA @ 24" I:).':UN " 5/6"NUN EMBEDMENT
<br />(K1A/ C. l'.
<br />PATTERN
<br />SI_IB FASCIA w! i0 GA. V4"x1r4CIROWN STAPILF +(FI? F„A(::H GR001,
<br />STRUCTURAL SOFFIT
<br />SF01 SCALE:3l4"-V-0"(•")FOR A�LUMINUMSOFFITS WITH L,^+�NS
<br />REV. 09.23 2021 > VA', INSTALL MID SPAN BLOCJ' -
<br />THE SOFFIT FL PA INSTALLATION ,_'!kl!
<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 />k (2)10d NAILS @ 8" O.C.
<br />O�FR/yq& TO TRUSS TOP CHORD
<br />+ + IENG�N PLYWOOD SHEATHING
<br />+ BLOCKING AS
<br />.+F REQUIRED
<br />TRUSS + TO SUPPORT
<br />SOFFIT
<br />+ +
<br />2X4 SYP ` . +
<br />EACH TRUSS
<br />CONNECTOR -
<br />SEE LINTEL
<br />SCHED.
<br />CENTER SOFFIT
<br />PRECAST LINTEL
<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" = V-0"
<br />SS
<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 />C(:AI F' 3/d
<br />CCC QUGGT n) AAIn
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<br />2"x BOT. PLATE W/ (2) 10d @ 6" O.C. > i
<br />3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO
<br />2X BOTTOM PLATE W/ 8d @ 4"
<br />AND NAILED W/ 8d COMMON @ w
<br />O.C., 2 ROWS STAGGERED o
<br />6" O.C. EDGES AND 12" O.C. FIELD N
<br />2x BAND JOIST W/ FACE NAIL 10d
<br />@ TOP & BTTM CHORD, AND (8) :� o
<br />FACE NAILS 1 Od @ TRUSS VERT. C� , - ' ;��.�, °�°
<br />WEBt
<br />METAL SEAT PLATE. o Q
<br />NOTE: IM W
<br />LAP SHEATHING TO ; . 7111
<br />BOTTOM OF BAND
<br />JOIST TYPfCAL 0
<br />yn, '
<br />SIMPSON HGAM10KTA @ 12" O.C.LU
<br />w/ (4) 1/40 1/2" SDS SCREWS 0
<br />INTO BAND JOIST & (4) 1/4"x2 3/4" Z
<br />TITEN INTO K.O. BLOCK a
<br />RETROFIT FOR MISSING EMBEDDED STRAP _� -> ,o o ou
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<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. >N. co
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<br />FILL 1st 4 COURSES
<br />SOLID W/GROUT "N f' W Q�
<br />t` p E � .m
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<br />FOR OVERHANGS BETWEEN OVER 1 1/2" '
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS. a ;'
<br />OVERRAN
<br />., a
<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 REQ'D.
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<br />° CHAIR BLOCK 1~—I > MONO FOOTING _—I I .D o N
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<br />SIZE AND REINF. PER PLAN I I '
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<br />AND SECTION DETAILS -I I ° a J
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<br />DIRT 1 F' 13� a cri
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<br />STEMWALL FOOTING SIZE AND
<br />MONO TO STEMWALL FOOTING REINF. AND STEMWALL
<br />SECTIONN DDETAETAILS
<br />SCALE: 3/4" = V-0" N N N
<br />O 00
<br />N N N
<br />OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC'
<br />ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
<br />1U� 21 23 � A,
<br />O o'O
<br />EXISTING BOND BEAM.
<br />O O o
<br />DRILL 3/4"x5" MIN. HOLE SET BAR IN Assist. i roved 00 cri
<br />Virtual Review
<br />EPDXY CAP TO PREVENT LEAKAGE Plans Review compleled aVBCnd
<br />th �10fI (o Co 00 O O O �—
<br />T- N N N N
<br />TOP SPACE BETWEEN EXISTING GROUT & NEW GRg4TCompliance wllh the 202� O O O O O O O
<br />Debra Anne Klahr PX2 UO N N, N N N N N
<br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2 )hy (n 0) ' O O Co N C'7
<br />N O
<br />Cn O O CV
<br />#5x6' EMBEDDED INTO EXISTING BOND BEAM O O o 0 0 r 0
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<br />FILL CELL FULL HEIGHT W/
<br />O O O O O O
<br />NON SHRINK GROUT. N Lo > N C'7 Lo CO I:
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<br />SET BAR IN EPDXY ....: F— 00 w
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<br />RETROFIT FILLED CELL DETAIL
<br />4 SAW CUT
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<br />SCALE: N.T.S.
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<br />LAST PLOT DATE
<br />May. 8, 23
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<br />STRUCTURAL
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<br />DETAILS-RETRO
<br />FIT
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