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DOOR JAMB (REFER 1x4 1/2" DRYWALL
<br />DOOR JAMB (REFER
<br />1x4
<br />1/2" DRYWALL
<br />DOOR JAMB REFER
<br />1x4
<br />1/2" DRYWALL
<br />PT
<br />TO PRODUCT
<br />TO PRODUCT
<br />TO PRODUCT
<br />..
<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" 0
<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 />MASONRY THROUGH 1-1 /2" DETAIL
<br />1x8 w/ (2) ROWS 8d NALS��
<br />3 DETAIL
<br />1x4 P.T. & 1x8 P.T.
<br />STAGGERED @ 12" O.C.
<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.rlx4l/2"DI
<br />YWALL
<br />DOOR JAMB (REFER
<br />EACH END W/ MIN
<br />TO PRODUCT
<br />TO PRODUCT
<br />EDGE DIST.
<br />APPROVAL FOR CONN.
<br />2x8 P.T. w/ (2) ROWS 3/16"APPROVAL
<br />FOR CO�*2"
<br />(2) ROWS 3/16" x 3-1/2"
<br />x 3-1/2" TAPCON @ 16"1x4
<br />O.C. & 4" FROM EACHFURRINI
<br />TAPCON @ 16" O.C. &
<br />END w/ MIN. 2" EDGE DIST.4"
<br />FROM EACH ENDw/2x8
<br />P.T.
<br />ATTACH SECOND PLY w/x
<br />P.T. AS REQ'D
<br />MIN. 2" EDGE DIST.
<br />(2) ROWS 10dx3"
<br />x
<br />2x DETAIL
<br />21/4"
<br />DETAIL
<br />STAGGERED @ 12" o.c.
<br />3-114" DETAIL
<br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS rc
<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 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 />\_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 ri
<br />SCALE: N.T.S. SS
<br />INSTALL WDW. SCREW ANCHOR-1
<br />INTO ARCH BLKG. PER
<br />INSTALLATION DETAILS
<br />BLOCK HEADER
<br />1 X 4 FURRING
<br />8d NAILS @ 8" O.C. AT BUCK
<br />PROVIDE 2 x 8 DIAG. BRACE BT
<br />VERT. BRACES WHEN HGT. OF
<br />BRACE EXCEEDS 24"
<br />2 x 8 VERT. BRACE(S)
<br />BUILT UP PLWD. BUCK- —
<br />SCRIBE (NOTCH) BACKSIDE
<br />TO FIT ARCH CONNECT W/
<br />8d NAILS
<br />INSTALL WDW, SCREW—,---
<br />ANCHOR INTO ARCH BLKG.
<br />PER INSTALLATION DETAILS
<br />1/4" MAX
<br />IF
<br />SOLID BLKG. AT TOP BTWN.
<br />ARCH BLKG. & BUCK
<br />2 x 8 BUCK - CONNECT TO BLOCK
<br />2'-0"
<br />WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN.
<br />1/4" MAX EMBEDMENT INTO
<br />SOLID BLKG. AT TOP BTWN. ARCH F
<br />BLKG. & BUCK
<br />2 x 8 VERT. W/ (2) 10d
<br />NAILS AT EA. END----._�
<br />LEAVE A CUT OUT IN O.S.B. ON TgE
<br />INSIDE TO ALLOW FOR INSULATION
<br />TO BE INSTALLED
<br />7/16" OSB ARCH PANEL
<br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL
<br />THRU OSB INTO 2 x 8
<br />B-B ARCH DETAIL K
<br />SCALE: N.T.S. SS
<br />Z-0"
<br />SECTION
<br />A -A
<br />811
<br />1/4" x 3 1/4" 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 DIAAGONAL 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 REB,
<br />(TYP)
<br />STD. 90'
<br />HOOK (1
<br />a
<br />+5A
<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 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) W/ (3) #6 X 4Y2' 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 />SIMPSON
<br />2X6 TO 2X4
<br />H2.5A W/ (10)
<br />8d NAILS
<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) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
<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 />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
<br />D) 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 />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
<br />ANCHOR
<br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
<br />1/4" EXPANSION BOLT (2
<br />E) 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 />SEALANT
<br />PRESS PANEL REINFORCING INTO PLACE.
<br />„
<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) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING- DO NOT
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH.
<br />I'= ..._. 6" MIN. LAP
<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />`''
<br />SPLICE
<br />REMAIN FREE OF MORTAR.
<br />NOTE:
<br />H) 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) 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) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
<br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
<br />K) 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 PECOMMENDATIONS FOR
<br />INSTALLATION OF GLASS BLOCK.
<br />JACK TRUSS PROVIDED BY
<br />TRUSS COMPANY OR 2x4
<br />#2 SYP @ 24" O.C.
<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 />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" F.F.
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<br />(2) #5 REBAR. MIN. 3"
<br />16" MIN. 00,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 />1 IAIAnr%CDTADI C IAIOTAI I TI(1M1
<br />FILLED CELL INSTALLATION H
<br />SCALE: N.T.S. �+�+
<br />AR.'--H PxL ksi AND
<br />FRkv E-N((
<br />PIER PLAN I
<br />F l'IHAhkNEL, -
<br />FA STDIED PER I
<br />NT.pr F.`EEL0101 I I",/ I_
<br />CrDINT 2x41 AILEEI TO
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<br />L'x SUE FASCA
<br />ALUM CH19.IP EBIG E
<br />ALUIA FASOAk
<br />1 3144' TRITA PANTED
<br />513 NAIL wl 51 W1 HEAD
<br />LIIA- 0 24", 0 C.
<br />- C0NIT VIrNTED+e1R SOLI) LCDFFIT
<br />2x BLOCKING I`ilAILED TO, TOP
<br />CHORD EVERY OTHER TRUSS
<br />tv"ku" 3I 12d NAILS, TYP_
<br />,,C 5L)ILDER TF,•kS OFFIT MATERIAL `.: PA:N CAPACITIES EASED I
<br />4TN I'HE DESIGN "PRF& RE,_' COMPONENTS AND ADDING
<br />LISTED TED IN THE CAE Gl l CM7EDIA ON SHIFEET S&
<br />2 F + vim} S .F i ^ATE I ACHNIEN T AT WALL (FE R ALL H,A, AL(_ ,I .NC. FL# IBE44 $455 FL
<br />:X.I T PPP I', AIL',I F CEIANNE FASTENED
<br />a"aNk rr_rEt k�1s` Ir:I kSA.. _ 1'x fi 4 S� N STAPLES @ 24" MAX. C,CE IN DIAMOND
<br />PATTERN
<br />SL8 FA. C.'I " ve: 16 , r STAFILE ram^ EACH +` RDII-.= iE
<br />STRUCTURAL SOFFIT
<br />5 01 &FLALE ,T T IY ( y Fl_"'FBI LUNIINLIN! SOFFITS WITH STONE:
<br />I, E'v, LI4� ,� ..I"I", I .I 14 IqN f D I € H IN PER
<br />THE - .)FF1, � � �A INST� LA:I i� �R4TEI11A
<br />'REFER'. TO THE PRODUCT APPROVAL FOR INSTALLATIONDETAILS.'
<br />2 X 4 #2 SYP SCAB TO SIDE OF
<br />TRUSS AS SHOWN FOR O.H. UP TO Z-6"
<br />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H.
<br />A, (2) 10d NAILS @ 8" O.C.
<br />O�FRygN TO TRUSS TOP CHORD
<br />�F
<br />+ + NGTy PLYWOOD SHEATHING
<br />+ +
<br />+ + BLOCKING AS
<br />+ REQUIRED
<br />TO SUPPORT
<br />TRUSS 7-1 + SOFFIT
<br />2X4 SYP 6 +
<br />EACH TRUSS
<br />CONNECTOR
<br />SEE LINTEL
<br />SCHED. 7_
<br />/
<br />CENTER SOFFIT
<br />PRECAST LINTEL �//
<br />Z/
<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" = T-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 E
<br />3" MIN. EDGE DISTANCE
<br />RETROFIT FOR MIS
<br />MSTAM STRAP
<br />SCAT F-1/4
<br />=C CU=:T rV) Anin
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<br />2"x BOT. PLATE W/ (2) 10d @ 6" O.C.
<br />3/4' PLYWOOD DECKING GLUED —
<br />AND NAILED W/ 8d COMMON @
<br />6" O.C. EDGES AND 12" O.C. FIELD
<br />ATTACHED WALL SHEATHING TO
<br />2X BOTTOM PLATE W/ 8d @ 4"
<br />O.C., 2 ROWS STAGGERED
<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 HGAM10KTA @ 12" O.C.
<br />w/ (4) 1/4x1 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 />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.
<br />FILL 1st4 COURSES
<br />SOLID W/GROUT
<br />a
<br />FOR OVERHANGS BETWEEN OVER 1 1/2"
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS. ° ' •a''
<br />OVERHAN
<br />°
<br />°
<br />RETROFIT WALL OVERHANG DETAIL (NTS
<br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2"
<br />NOTE: FOR OVERHANGS LESS 7 HAN 3/4" NO REPAIR REQ'D.
<br />1'-01' 51-011
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<br />#5 BAR IN 1
<br />FILLED CELL , - , - ® , - ® , - ® W
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<br />STEMWALL FOOTING SIZE AND
<br />MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL
<br />SECTION DETAILS
<br />SCALE: 3/4" = V-0" N N N
<br />O o 0
<br />N N N
<br />OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC'
<br />ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
<br />EXISTING BOND BEAM.
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<br />VV T r v- N N N N
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<br />TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT '� (.Q N CN N N N N N
<br />C)MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") & & o O Coo N A
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<br />Assist, i' c_ CD O o O CD O
<br />NON SHRINK GROUT.
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<br />Plans Review eampteted and 'ion ^ qq
<br />lianCe with the 202® PX23R1i �i 10
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<br />DRILL 3/4"x5" MIN. HOLE _
<br />SET BAR IN EPDXY a
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<br />RETROFIT FILLED CELL DETAIL
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<br />May, 8, 23
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<br />DETAILS-RETRO
<br />FIT
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