|
x
<br />DOOR JAMB (REFER 1 x4 /2" DRYWALL DOOR JAMB (REFER 1x4 F 1/2" DRYWALL
<br />P.T. F1 - TO PRODUCT
<br />TO PRODUCT APPROVAL FOR CONN.
<br />APPROVAL FOR CONN. x4
<br />�N
<br />1 x4 P.T. 3/16"0 X 3" LONG FURRING
<br />3-1/4" LONG X 3/16"0) FURRING TAPCONS
<br />TAPCON. INTO STAGGERED @ 116"191"
<br />BLOCK@ SPACING O.C. 2-ROWS INTO 1x8 P.T.
<br />PER MANUFACTURE 1 "DETAIL MASONRYTHROUGH 1-1/211 DETAIL
<br />1 x4 P.T. & 1 x8 P.T.
<br />DOOR JAMB (REFER-\
<br />TO PRODUCT N
<br />APPROVAL FOR CONN.
<br />3/16"x 3 -1/2"
<br />TAPCON @ 16"
<br />1 x4 P.T.
<br />O.C. & 4" FROM
<br />DOOR JAMB (REFER
<br />EACH END W/ MIN
<br />TO PRODUCT
<br />2" EDGE DIST.
<br />APPROVAL FOR CONN.
<br />(2) ROWS 3/16"x 3-1/2" 7�/
<br />TAPCON @ 16" O.C. &
<br />4" FROM EACH END w/ 2x8 P.T.
<br />,,, " 2 T A."� 14r:r
<br />x P.T. AS REQ'D
<br />MIN. 2" EDGE DIST.
<br />2x DETAIL
<br />2 1/4" DETAIL
<br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS
<br />SCALE: N.T.S.
<br />1/4"MAX
<br />SOLID BLKG. AT TOP BTWN.
<br />ARCH BLKG. & BUCK ---
<br />2x8 P.T. BUCK -CONNECT TO BLOCK
<br />W1 1/4"x 3 1/4" TAPCON ( 11/4" 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 />2x845 A DIAGONAL (4) 1 Od NAILS INTO
<br />BRACE(S) 7/16"OSB 2 x 8 BRACE/ BLKG.
<br />R
<br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FO 17S
<br />SCRIBE (NOTCH) POLY -CELL IN THIS AREA
<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 OSI3 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
<br />SCALE: N.T.S.
<br />21-0"
<br />SECTION
<br />A -A
<br />8"
<br />1/4" x 3 1/4" TAPCONS
<br />DOOR JAMB (REFER
<br />1x4 1/4 UMTVVMLL
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />1 X 4
<br />FURRING
<br />(2) ROWS 3/16"x 3-1/2"
<br />TAPCON @ 16" O.C. & 4"
<br />2X8
<br />1ki
<br />FROM EACH END w/ MIN.
<br />JY2
<br />1X8
<br />2" EDGE DIST. ATTACH
<br />1 x8 w/ (2) ROWS 8d NALS
<br />3" DETAIL
<br />STAGGERED @ 12' O.C.
<br />DOOR JAMB (REFER
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />N -
<br />1x4 1/2"DRYWALL
<br />1x4
<br />2x8 P.T. w/ (2) ROWS 3/16'
<br />x 3-1/2"TAPCON @ 16"
<br />1x4
<br />O.C. & 4" FROM EACH
<br />pil/2"DF
<br />FURRING
<br />END w/ MIN. 2" EDGE DIST).
<br />ATTACH SECOND PLY W/
<br />(2) ROWS 1 Odx3"
<br />2x8
<br />STAGGERED @ 12" O.C.
<br />1-11,411 nl=TAII
<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' MIN. B-B
<br />EMBEDMENT INTO
<br />/4"MAX 2'-0'
<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 BTWN,
<br />VERT. BRACES WHEN HGT. OF
<br />tO
<br />BRACE EXCEEDS 24"
<br />*ON
<br />B T
<br />LEAVE A CUT OUT IN O.S.B. ON T
<br />2 x 8 VERT. BRACE(S) --------
<br />I � ULATION
<br />)WS
<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 />6;_
<br />TO FIT ARCH CONNECT W1
<br />f-T
<br />8d NAILS
<br />""-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />BTWN. OSB ARCH FACES W/ (4) 1 Od 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 rK
<br />13-13
<br />SCALE: N.T.S. \,._Iis�
<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 />(TYP3
<br />STD. 90'
<br />HOOK (I
<br />-1 11 'L'
<br />0/9'
<br />1�1
<br />±5A
<br />L
<br />NOTCH WEB AT
<br />FIRST 2 COURSI
<br />,AVAt-I M0 9 1-UN I Z) I KAt'
<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-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%' WOOD
<br />SCREWS @ 16- O.C. MAX. OR IF MASONRY WALL
<br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) wl
<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 IMPSON
<br />2X6 TO 2X4 H2.5A w/ (10)
<br />8d NAILS
<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 />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 />. . . . . . .
<br />>
<br />REINFORCING AS FOLLOWS:
<br />-7 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 />IV
<br />SEE GLASS BLOCK INSTALLATION NOTES.
<br />H)
<br />STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. ATTHIS
<br />.11'
<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 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
<br />SCALE: 3/4"= V-0"
<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 CONDITI N
<br />TOP WITH MIN. 3" OCCURS
<br />COVER 6'-0" F.F.
<br />P.
<br />GRADE
<br />A*
<br />A,:,
<br />.
<br />t \�'-�(2) #5 REBAR. MIN. 3-
<br />16" MIN. COVER EA. WAY
<br />SECTION AT DEEP MONO FOUNDATION
<br />SCALE: 3/4" = V-0"
<br />FILLED CELL PER
<br />FOUNDATION PLAN
<br />6R
<br />YP.)
<br />rHE
<br />:S
<br />I IKIAt%r%C:nrA0I r_ 1KICIrAt 11rinKI
<br />FILLED CELL INSTALLATION It H
<br />SCALE: N.T.S. � SS
<br />SEE ARCH PLAN AND
<br />PRE-ENG 3 TRUSS DESIGN
<br />bFEi Nul I r HELC�V
<br />.'x SUB FASCIA
<br />ALUM DRIP EDGE
<br />E F! C, WALL T PE ALUM FASCIA
<br />PF�, PIAN 1 1 314"TRIM PAINTED
<br />SS NAIL W 5116" HEAD
<br />F �'HAI,,%F'. -4
<br />DIA (a "4'* 0 C
<br />FASTENED PER I
<br />W)TF 2 RFI OW C XINT VENTED 0; SOLID SOFFIT
<br />CONT2X4r NAILED TO -J L 2x BLOCKING NAILED TD 70r
<br />BLOCKING w� 2-12d NAILS CHORD EVERY OTHER TRUSS
<br />W?-12d NAILS, TYP. (I
<br />1. G.CJ BUILDER TO VERIFYIPROVIDE SOFFIT MATERIAL SPAN k.;APACITIES BASED
<br />ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADENNG
<br />LISTED �N THE r�RI'ERIA C 14 SHEET SN
<br />2 FOR SOFFIT ATTACHMENT AT WALL (PER AL+,H.A ALU."J INC F!-** I 1�9-14 R5 FL
<br />PRODUCT APPROVAL) F CHANNEL FASTENED TO:
<br />i"LlU v,,'7 NAIL.0�iTDIA�'.jv 24" O.C_,a� MIN. EMBEDMENT
<br />WOOD w� (3) 16 GA_ 314"x �4` CROWN STAPLES @ 24"' MAX. 0-C. IN DIA110 ND
<br />PATTERN
<br />4) F� (-;H (';ROOVF
<br />oUb FA,'-jGIA Wi I 1�0 1�iA ,i4 x I t4 1*,,;R(AVr1J '.S 1AP A
<br />STRUCTURAL SOFFIT
<br />SF01
<br />-SCALE, 314"- 11-0" FOR ALUNNUM SOFFITS �VITH SPANS
<br />I
<br />qFV 1141:):�2c?l I'4"'� 1NRTAtL MIDISPANBILGICYINGPER
<br />I HF -�0F F � I F! PA N-STALLATION (',Rl TFRIA
<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 />0 (2) 10d NAILS @ 8" O.C.
<br />TO TRUSS TOP CHORD
<br />+ + 7& PLYWOOD SHEATHING
<br />+ BLOCKING AS
<br />+ REQUIRED
<br />TO SUPPORT
<br />TRUSS + SOFFIT
<br />+ +
<br />2X4 SYP ....... .. . .. 7
<br />EACH TRUSS
<br />CONNECTOR
<br />SEE LINTEL
<br />SCHED.
<br />PRECAST LINTEL --/ %
<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 _j__At`
<br />CMU W/ 3" LONG T-NAILS @
<br />24" O.C. SECTION @ ROOF EXTENSION rm_��
<br />SCALE: 3/4"= V-0" 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 WE--
<br />MSTAM STRAP
<br />-QrAi r vA
<br />QCC 42LJCCT M Alkin
<br />z
<br />0
<br />U_
<br />0
<br />w
<br />0
<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" D.C. FIELD
<br />/—ATTACHED WALL SHEATHING TO
<br />2X BOTTOM PLATE W1 8d @ 4-
<br />O.C., 2 ROWS STAGGERED
<br />r-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 />- SIMPSON HGAM10KTA @ 12' O,C.
<br />w/ (4) 1/41 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 1 st 4 COURSES
<br />SOLID W/GROUT
<br />FOR OVERHANGS BETWEEN OVER 1 1/2"
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS. f .
<br />OVERHANG"
<br />RETROFIT WALL OVERHANG DETAIL (NTS)
<br />FOR OVERHANGS BETWEEN 314"TO 11/2"
<br />FNOTE- FOR OVERHANGS LESS THAN 3/4"- NO REPAIR RECID.
<br />11-011 51-13"
<br />N,16111
<br />A*,
<br />gg�
<br />A
<br />. 4 -'--#5 BAR
<br />CENTERED W/
<br />IN TOP
<br />KNOCKOUT/
<br />CHAIR BLOCK
<br />MONO FOOTING
<br />SIZE AND REINF. PER PLAN
<br />AND SECTION DETAILS
<br />CLEAN FILL
<br />DIRT
<br />ffTANDARD
<br />g(T HOOK
<br />#5 BAR IN
<br />FILLED CEL
<br />sk
<br />STEMWALL FOOTING SIZE AND
<br />REINF. PERLAN AND STEMWALL
<br />MONO TO STEMWALL FOOTING SECTION DETAILS
<br />SCALE: 3/4"= V-0"
<br />OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC'
<br />ONTACT ENGINEER 0": 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 ± 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 />I i EXISTING FOOTING
<br />RETROFIT FILLED CELL DETAIL
<br />(2) #5x6'1 CONIC.
<br />FILLED CELL
<br />4" SAW CUT
<br />SECTION
<br />SCALE: N.T.S.
<br />bUALL: N. I.b. 4G -�,f 6 IOU
<br />VIRTUAL EVILIN ASS'%7
<br />virtuai Revie'�V �ved
<br />C,k_,111..Arl'� '! �lnd aPV,
<br />plans 7th
<br />for compliance with tI le 20 C)
<br />V�dition by Debra 4nne Klahr PX2300
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