|
DOOR JAMB (REFER r-llx4 F-11/2"DRYWALL DOORJAMB(REFER lx4 1/2" DRYWALL
<br />TO PRODUCT _\ I P.T. TO PRODUCT F
<br />APPROVAL FOR CONN. lx4 P.T. APPROVAL FOR CONN. X4
<br />3/16"0 X 3" LONG FURRING
<br />3-1/4" LONG X 3/16"0 FURRING TAPCONS
<br />TAPCON. INTO STAGGERED @ 16"1911i
<br />BLOCK@ SPACING O.C. 2-ROWS INTO 1 x8 P.T.
<br />PER MANUFACTURE 11' DETAIL MASONRYTHROUGH 1-1/211 DETAIL
<br />lX4 P.T. & lx8 P.T.
<br />DOOR JAMB (REFER F lx4 F 1/2" DRYWALL
<br />1
<br />T k F
<br />0 PRODUCT
<br />APPROVAL FOR CONN.
<br />X 4
<br />(2) ROWS 3/16" x 3-1/2" FURRING
<br />TAPCON @ 16" O.C. & 4" 2X8
<br />FROM EACH END w/ MIN. lX8
<br />2" EDGE DIST. ATTACH
<br />1 x8 w/ (2) ROWS 8d NALS 3" DETAIL
<br />STAGGERED @ 12" O.C.
<br />3/16" x 3 -1/2"
<br />lx4 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. lx4 1/2" DRYWALL
<br />N lx4
<br />DOOR JAMB (REFER EACH END W/ MIN
<br />TO PRODUCT
<br />F_
<br />TO PRODUCT EDGE DIST.
<br />APPROVAL FOR CONN.
<br />k112"Dl
<br />2x8 P.T. w/ (2) ROWS 3/16".
<br />APPROVAL FOR CONN.
<br />(2) ROWS 3/16" x 3-1/2"
<br />i
<br />x 3-1/2" TAPCON @ 16" lx4
<br />O.C. & 4"FR OM EACH
<br />i
<br />*2"
<br />TAPCON @ 16" O.C. &
<br />ST FURRII
<br />END w/ MIN. 2" EDGE DIST.
<br />4" FROM EACH END W/ L 2x8 P.T.
<br />ATTACH SECOND PLY w/
<br />2 9" P T z rzr:r
<br />x P.T. AAS REQ'D
<br />MIN. 2" EDGE DIST.
<br />(2) ROWS 10dx3" 2x8
<br />if
<br />STAGGERED @ 12" O.C. q- I lAll r) I=T,& I I
<br />4,& LJF_ I /-%I L_ f_ Il&t UE: I /AIL
<br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSrcc
<br />SCALE: N.T.S. � SS
<br />1/4" MAX
<br />Ir Z-O"
<br />SOLID BLKG. AT TOP BTWN.
<br />ARCH BLKG. & BUCK ---- I
<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) 7/16" OSB 2 x 8 BRACE/ BLKG.
<br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
<br />t
<br />SCRIBE (NOTCH) POLY -CELL IN THIS AREA
<br />Q
<br />BACKSIDE TO FIT ARCH (4) 1 Od 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 />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
<br />ARCH DETAIL ri
<br />SCALE: N.T.S. 1\ �s
<br />SECTION
<br />A -A
<br />8"
<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 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 x 8 BUCK - CONNECT TO BLOCK SECTION
<br />WITH 1/4" x 3 1/4" TAPCON (1 1/4" M IN. B-B
<br />/4" MAX EMBEDMENT INTO
<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) 1 Od
<br />NAILS AT EA. END
<br />PROVIDE 2 x 8 DIAG. BRACE BTw4_1
<br />VERT. BRACES WHEN HGT. OF
<br />BRACE EXCEEDS 24"
<br />OSB ON T
<br />LEAVE A CUT OUT IN O.S.B. ON T
<br />2 x 8 VERT. BRACE(S) --------
<br />1��ULATION
<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 />::jm
<br />8d NAILS
<br />"-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL
<br />INSTALL WDW, SCREW
<br />THRU OSB INTO 2 x 8
<br />ANCHOR INTO ARCH BLKG.
<br />PER INSTALLATION DETAILS
<br />ARCH DETAIL KK
<br />13-13
<br />SCALE: N.T.S. � �s
<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. 8"
<br />FILL SOLID
<br />BOTH CELLS
<br />#5 RER
<br />(TyPJ
<br />STD. 90'
<br />HOOK (I
<br />Z_
<br />±5 A
<br />NOTCH WEB AT
<br />FIRST 2 COURSI
<br />3APACITY = 805 # FOR I STRAP
<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 />S;NKERS 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) W1 (3) #6 X 4Y." 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 LL
<br />(5) 12d NAILS SIMPSON
<br />2X6 TO 2X4 H2.5A w/ (10)
<br />8d NAILS
<br />JACK TRUSS PROVIDED BY--/
<br />TRUSS COMPANY OR 2x4
<br />00, #2 SYP @ 24" O.C.
<br />.100 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 />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 />. . . . . .
<br />REINFORCING AS FOLLOWS:
<br />SEALANT
<br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
<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
<br />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 TIGHTL� 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 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />IF TRUSSES USED) W/ (2) #6 X 4Y2" WOOD
<br />SCREWS @ 16- O.C. MAX. OR IF MASONRY
<br />WALL USE (2) 114" X 3 1/2" TAPCONS AT 16"
<br />O.C.
<br />SECTION @ ENTRY L
<br />SCALE: 3/4" = V-0" �s
<br />MASONRY WALL. SEE PLAN FOR
<br />REINFORCING. PROVIDE LOWER
<br />HOOKED DOWEL
<br />W , W , M , AT PERIMETER
<br />WHERE THIS CONDITION
<br />(1) #5 BARS CONT.
<br />Top WITH MIN. 3" OCCURS
<br />COVER 6'-0" F.F.
<br />HE I I IT
<br />GRADE
<br />cli
<br />cl)
<br />cli
<br />e,
<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 />F.-I
<br />YP.)
<br />rHE
<br />S
<br />I IKIAr%nI=D-rA0I C IKIC-rAl I 'rInKI
<br />FILLED C ELL INSTALLATION =H
<br />SCALE: N.T.S. � SS
<br />'--',EE ARCH PLAN AND
<br />SEE NO I E I BELOW
<br />2x SUB FASCIA
<br />ALUM DRIP EDGE
<br />ALUM FASCIA
<br />BRG WALL TYPE I i ...
<br />PER PLAN I V ,
<br />e, 1314� TRIM PAINTED
<br />F UHANNEL, -4 5S NAIL W Y16"HEAD
<br />N7 DIA itt 24"O-C
<br />FASTENED PER I
<br />NOTF .- BELow I L CONT VENTED OR SOLID SOFFIT
<br />CONT �x4 NAILED TO Zx BLOCKING NkLED T(- 70P
<br />BLOCKING &�."' I '�J NAILS CHORD FVEPY 0I HL-k I WJ�i!Fl
<br />w-3- I 2d NAI LS, T Y P.
<br />G C 5uL-'Ez,, T0v[;�IFV,PR(-.%/ID[ _S_')Fl-lT %IATERIALSPAN CAPACmEs 6ks-m-
<br />�_)N H�_- DF:�0.,N "IkE �.RF lo'�,PEC H_'k UOMPONENTS AND C
<br />LISTED 04 THE DESION CRITE.RiA ON SHEET SN.
<br />F� �R'6(+H � A, i IACHNIEN I A I WALL (PER ALPHA ALUM. INC FL# 16544 R5 F1
<br />PRODUCT APPROVAL) F CHANNEL FASTENED TO:
<br />F` MIN EMBEDMENT
<br />NAIL 01)7" DIA -q) ' '.I"
<br />VKVX)vv� 3,116 GA- _V4"xIy4" CROWN STAPLES @ 24"MAX- O.C. IN DIAMOND
<br />PATTERN
<br />SUB FASCIA w� 16 GA '94'*xl4" (31ROWN STAPLE �(�) FA(�H (�ROOVE
<br />STRUCTURAL SOFFIT
<br />SF01 SCALE. 3,1-" - Il)" I- � FOR ALUMINUM SOFFITS WITH SPANS
<br />1'4', NS I At i. MID SPAN BLOCKING PER
<br />f HI- I FI PA NNI ALLAJI0N CRITERIA
<br />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 />0 (2) 1 Od NAILS @ 8" O.C.
<br />TO TRUSS TOP CHORD
<br />+ + A&Y PLYWOOD SHEATHING
<br />+ BLOCKING AS
<br />REQUIRED
<br />TO SUPPORT
<br />TRUSS +
<br />+ SOFFIT
<br />2X4 SYP
<br />EACH TRUSS
<br />CONNECTOR
<br />SEE LINTEL
<br />SCHED.
<br />PRECAST LINTEL
<br />SEE ELEVATION
<br />2X2 #2 P.T. MIN.
<br />FOR OVER HANG
<br />W/J-CHANNEL SECURED
<br />@24" O.C. FASTENED TO
<br />J__�N
<br />(MAX. 4'-0')
<br />CMU W/ 3" LONG T-NAILS @
<br />24" O.C.
<br />SECTION@ ROOF EXTENSION
<br />SCALE: 3/4" = V-0"
<br />ss
<br />SIMPSON HTT4 w/ (18) 1 Od 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
<br />3" MIN. EDGE DISTANCE
<br />RETROFIT FOR Ml%c.
<br />MSTAM STRAP
<br />RrAl F-1/4
<br />AI
<br />-4 -dL_4 a I -A -b a 10
<br />z
<br />0
<br />U-
<br />0
<br />Ill
<br />0
<br />U-
<br />2"x BOT. PLATE W/ (2) 1 Od @ 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 10d
<br />@ TOP & BTTM CHORD, AND (8)
<br />FACE NAILS 10d @ TRUSS VERT.
<br />WEB
<br />NOTE:
<br />LAP SHEATHING TO
<br />JOIST TYPICAL
<br />-SIMPSON HGAM1 OKTA @ 12- O.C.
<br />w/(4)1/4xl 1/2"SDS,3CREWS
<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 1 st 4 COURSES
<br />SOLID WIGROUT
<br />FOR OVERHANGS BETWEEN OVER 11/2"
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS.
<br />OVERHANGT_
<br />RETROFIT WALL OVERHANG DETAIL (NTS
<br />FOR OVERHANGS BETWEEN 3/4"TO 11/2"
<br />F6TE��HANGS LESS THAN 3/4" - NO REPAIR REQ'D.
<br />11-011 51-011
<br />INISH
<br />T
<br />P,
<br />#5 BAR
<br />.6 .6- CENTERED W/
<br />.'L2E Top
<br />9
<br />------ F M KNOCKOUT/ N
<br />CHAIR BLOCK
<br />MONO FOOTI
<br />SIZE AND REINF. PER P
<br />AND SECTION DETAI
<br />CLEAN FILL
<br />DIRT ;2�
<br />STANDARD
<br />90' HOOK
<br />#5 BAR IN
<br />FILLED CEL
<br />STEMWALL FOOTING SIZE AND
<br />REINF. PERLAN AND STEMWALL
<br />MONO TO STEMWALL FOOTING SECTION DETAILS
<br />SCALE: 3/4" = V-0"
<br />NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT,
<br />CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION,
<br />EXISTING BOND BEAM.
<br />DRILL 3/4"6" 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 ± 2")
<br />#5x6'EMBEDDED INTO EXISTING BOND BEAV
<br />) f\ SEP 0 8 ZOZZ
<br />FILL CELL FULL HEIGHT W/ \F-\�/
<br />NON SHRINK GROUT.
<br />c
<br />uv)
<br />#5x6'EMBEDDED INTO ior cot' IV -
<br />EXISTING FOOTING bY lDeb(�, (2) #5x6'IN CONC.
<br />DRILL 3/4"x5" MIN. HOLE FILLED CELL
<br />SET BAR IN EPDXY
<br />4" SAW CUT
<br />r.TION
<br />EXISTING FOOTING
<br />SCALE: N.T.S.
<br />RETROFIT FILLED CELL DETAIL
<br />SCALE: N.T.S.
<br />04
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