|
I - 11 !1 !! 1 1 FrF T I
<br />1/4" MAX
<br />ir 2'-0"
<br />SOLID BLKG. AT TOP BTWN.
<br />ARCH BLKG. & BUCK ---- I
<br />DRYWALL
<br />DOOR JAMB (REFER
<br />1x4 -1/2" DRYWALL
<br />DOOR JAMB (REFER
<br />1x4 F 1/2" DRYWALL
<br />DOOR JAMB (REFER
<br />P.T
<br />P.T.
<br />TO PRODUCT
<br />TO PRODUCT
<br />—
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />APPROVAL FOR CONN.
<br />1 X 4
<br />APPROVAL FOR CONq)N.
<br />elIX44111/27
<br />x4
<br />0
<br />3-1/4" LONG X 3/16"0
<br />x4 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 />I'l
<br />FROM EACH END w/ MIN.
<br />2" EDGE DIST. ATTACH
<br />1X8
<br />PER MANUFACTURE
<br />MASONRYTHROUGH
<br />1-1/211 DETAIL
<br />1 x8 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 />'4
<br />N.
<br />APPROVAL FOR CONN.
<br />1/2"DI
<br />1x4 1/2" DRYWALL
<br />1
<br />DOOR JAMB (REFER
<br />EACH END W1 MIN
<br />TO PRODUCT
<br />,
<br />E
<br />TO PRODUCT �42�'�'ED�GE
<br />DIST.
<br />APPROVAL FOR CONN.
<br />� 1
<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 />i
<br />O.C. & 4" FROM EACH
<br />I
<br />rx4
<br />1x4
<br />M
<br />TAPCON @ 16" O.C. &
<br />L
<br />END w/ MIN, 2" EDGE DIST.
<br />ST
<br />FURRING
<br />4" FROM EACH END w/
<br />2x8 P.T.
<br />ATTACH SECOND PLY w/
<br />.) 2 P T A"
<br />, i:zi:r
<br />x P.T. AS REQ'D
<br />MIN. 2" EDGE DIST.
<br />(2) ROWS 1 Odx3"
<br />2x8
<br />2x DETAIL
<br />2 1/411
<br />DETAIL
<br />STAGGERED @ 12" 0-c-
<br />3-1/411 DETAIL
<br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSrcc
<br />SCALE: N.T.S. � SS
<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) 11 �— 7/16" OSB 2 x 8 BRACE/ BLKG.
<br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
<br />1 7sz
<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_M\\\--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
<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) 1 Od NAILS
<br />AT EA. END
<br />PROVIDE TAPCON WITHIN
<br />4" MIN. OF BRACE
<br />START OF ARC
<br />4'MAX. RAID.
<br />2
<br />x 8 BUCK - CONNECT TO BLOCK SECTION
<br />WITH
<br />1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B
<br />EMBEDMENT INTOI�.)
<br />14" MAX 2-4- 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) 10d
<br />NAILS AT EA. END
<br />PROVIDE 2 x 8 DIAG. BRACE BTWN11
<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 W1
<br />8d NAILS
<br />INSTALL WDW, SCREW-_"___�
<br />ANCHOR INTO ARCH BLKG.
<br />x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />BTWN. OSB ARCH FACES W1 (4) 10d NAILS EQUAL EQUAL
<br />THRU OSB INTO 2 x 8
<br />7_�_'-2
<br />PER INSTALLATION DETAILS
<br />13-13
<br />ARCH DETAIL rK
<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 REN
<br />(TYP,)
<br />STD. 90'
<br />HOOK (I
<br />LU
<br />I-
<br />VE//m
<br />7/
<br />±5A
<br />NOTCH WEB AT
<br />FIRST 2 COURSI
<br />UPLIFT CAPACITY = 805 # FOR 1 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 />t
<br />IS 2 PLY I NSTALL 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 />JACK TRUSS PROVIDED BY EE 12
<br />S
<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 />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) 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 />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 />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 />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 />.
<br />.. ......
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH.
<br />6" MIN. LAP
<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMES MUST
<br />SPLICE
<br />NOTE:
<br />REMAIN FREE OF MORTAR.
<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 RECOMMENDATIONS FOR
<br />INSTALLATION OF GLASS BLOCK.
<br />JACK TRUSS PROVIDED BY---//
<br />TRUSS COMPANY OR 2x4
<br />#2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN
<br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />IF TRUSSES USED) W/ (2) #6 X 41/2" 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 CONDITION
<br />TOP WITH MIN. 3" OCCURS
<br />COVER 6'-0" F.F.
<br />H=
<br />J I 1EE1 I 1=1
<br />r
<br />I> ri 1�1' ifl
<br />GRADE
<br />C14
<br />cy)
<br />;2�
<br />___--(2) #5 REBAR. MIN. 3"
<br />16" MIN. 7e 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 IMAnnCOTAID1 C [KICTAI I TU-NKII
<br />FILLED CELL INSTALLATION f H
<br />SCALE: N.T.S. � SS
<br />SEE ARCH FLAN AND
<br />PRE EN(-; TR',_S!�, 0ESI(_;N
<br />DTE BFL07o'
<br />SEE Ne- 01
<br />"x SUE FASCIA
<br />ALUM. DRIP EDGE
<br />E --:1� Vv;,�L -YPE ALUM FASCIA
<br />PE �� PLAN 4 1-3�'4` 7RVA PAINTED
<br />SS NAl W a(IC' HEAD
<br />I` A N %i L CAA i:d)'2'4` 0 C
<br />-A-1-ENED PER
<br />,4,,')TF �1 RF I (_:NT VENTED �7,R SOLID S\,--IFFIT
<br />C_ 2�4 NAILED, TO L 2x BLOCKING NAILED TC1'cjp
<br />L H '4,D E%'EkY 1) T HE k 7 H S
<br />G C &OFF7 NlATERIAL SPANCAPACIT�ES BASED
<br />_)N H.= ��,'�_�NIPONFNIS AND CLIODING
<br />L.;STED IN THE DESICIN t-.R17ErIA (�N SHEET SN
<br />F FL# IFF
<br />F(�R'-�(FFJ ATTAcHMFNT.AT',"A� I < 41 PHA A 1 1`1 IN( ,I-U q5 Fi
<br />PRCI�-- LIC"T APPRCAAL� F CHANNE-L FASTEN-ED T.-):
<br />cir,1LIV.. T NAIL.OW' D�A 1'4�24 ID.C�Voo %I�N. EMBEDMENT
<br />�V(D�)[, W., �?l I� �-,A 3,�4'x 11" CRC,%%1NSTA-1LES �L-p 24" LIAX, 0 C. IN DIANIOND
<br />D4TTERN
<br />I-,t *R FA.S,,1At,4 I _V4'y 1 �4 IN '�TAPLI- I VE
<br />ACH (;R00
<br />STRUCTURAL SOFFIT
<br />S9_01 S�ALE FC'4_� A-UNNNUM SOFFITS WITH SPANS
<br />F \, 1) .719, 211,21 1 '4", �NSTALI, N1I'0,`,;PAN PFR
<br />7_HF 1�,�_)FHT F[ PA �NSTALI ATIC)N �' 'RITFRIA
<br />-REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAJLS.*
<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 />Jr 0 (2) 1 Od NAILS @ 8" O.C.
<br />TO TRUSS TOP CHORD
<br />+
<br />+ + PLYWOOD SHEATHING
<br />+ BLOCKING AS
<br />+ REQUIRED
<br />TO SUPPORT
<br />TRUSS + SOFFIT
<br />+ +
<br />2X4 SYP
<br />EACH TRUSS
<br />CONNECTOR
<br />SEE LINTEL
<br />SCHED.
<br />ENTER
<br />PRECAST LINTEL
<br />L/
<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 />(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 />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 MI%c_-
<br />MSTAM STRAP
<br />qr.AI P-7/A
<br />(ZF:r: (ZWr:r:T r)) AKIr)
<br />z
<br />0
<br />u-
<br />0
<br />uj
<br />M
<br />U)
<br />2"x BOT, PLATE W1 (2) 1 Od @ 6" O.C..
<br />3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO
<br />AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4"
<br />6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED
<br />2x BAND JOIST W/ FACE NAIL 10d
<br />//I'-- @ TOP & BTTM CHORD, AND (8)
<br />FACE NAILS 1 Od @ TRUSS VERT.
<br />WEB
<br />NOTE:
<br />LAP SHEATHING TO
<br />JOIST TYPICAL
<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
<br />FILL I st 4 COURSES
<br />SOLID W/GROUT
<br />FOR OVERHANGS BETWEEN OVER 1 1/2"
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS.�
<br />OVERHAN
<br />7,
<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.
<br />1 1-01f 51-011
<br />INISH F
<br />SCALE: N.T.S.
<br />> 0
<br />.. 4 #5 BAR
<br />0 D W/
<br />.6 6- CENTEREI
<br />H 10K� IN TOP
<br />KNOCKOUT/ C14
<br />CHAIR BLOCK
<br />%
<br />MONOFO I
<br />SIZE AND REINF. PE P
<br />AND SECTION DIET I
<br />CL N FILL
<br />2�
<br />DIRT
<br />A TANDARD C=)
<br />I
<br />HOOK ZN
<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 />OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC"
<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 ± 2")
<br />#5x6'EMBEDDED INTO EXISTING BOND BEAM
<br />FILL CELL FULL HEIGHT W1
<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 _j— EXISTING FOOTING
<br />RETROFIT FILLED CELL DETAIL
<br />SCALE: N.T.S.
<br />SAW CUT
<br />SECTION
<br />SCALE: N.T.S.
<br />m
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