HomeMy WebLinkAboutAPPROVED Shwinco Sliding Door 6 and 8 Drawings SHWINCO ARCHITECTURAL
Architectural Products,LLC
INSTALLATION NOTES: PRODUCTS , INC ■
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR —1
LOCATION SHOWN. USE ANCHOR STRAPS FOR SILL. ty
OPTION: ONE(1)ANCHOR STRAP CAN BEUSED IN LIEU OF SCREWS. SERIES 9700 SLIDING GLASS to
kb V) Z LU
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2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM O LU—3
NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. GENERAL NOTES: 0 Q —3v
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3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF DOOROMPACT) V7 JQQ O U
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1. THE PRODUCT SHOWN HEREIN IS DESIGNED
±1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL AND MANUFACTURED TO COMPLY WITH THE LL �— W W O O
(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT 2010 FLORIDA BUILDING CODE(FBC), p� U) Z Uj '0 z
CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. INCLUDING HVHZ AND HAS BEEN EVALUATED W H Ilb LU H
ACCORDING TO THE FOLLOWING 111 V _
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD W
LO
BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. AAMA/WDMA/CSA 101/I.S.2/A440-08 a
SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S)SHALL ASTM E1886-05
BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. ASTM E1996-09 W
TAS 201-94 TABLE OF CONTENTS F-
5. FOR THROUGH FRAME OR ANCHOR STRAP INSTALLATION INTO WOOD TAS 202-94 Q
FRAMING USE#10 PAN HEAD WOOD SCREWS OF SUFFICIENT LENGTH TAS 203-94
SHEET REVISION SHEET DESCRIPTION
TO ACHIEVE 1 1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE.
2. ADEQUACY OF THE EXISTING STRUCTURAL 1 - INSTALLATION&GENERAL NOTES z m
6. FOR THROUGH FRAME OR ANCHOR STRAP INSTALLATION THROUGH CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND
1X BUCK TO CONCRETE/MASONRY,OR DIRECTLY INTO FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING 2 - ELEVATION&ANCHOR LAYOUT
CONCRETE/MASONRY, USE 3/16 INCH DIAMETER ITW TAPCON AND TRANSFERRING APPLIED PRODUCT LOADS TO THE 3 - VERTICAL SECTIONS H O
OR EQUAL OF SUFFICIENT LENGTH TO ACHIEVE 1 1/4 INCH MINIMUM FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR
EMBEDMENT. ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4 - HORIZONTAL SECTIONS&GLAZING DETAILS H cl-
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7. FOR FIN INSTALLATION INTO WOOD FRAMING USE 5d ROOFING NAILS 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 5 - COMPONENTS& BILL OF MATERIAL > U
OR ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE Uj
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#8 PAN HEAD WOOD SCREWS THROUGH FINS WITH SUFFICIENT LENGTH STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE p
TO ACHIEVE 1 1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD FOR THE PROJECT OF INSTALLATION.
8. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, d
INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE DESIGN PRESSURE RATING Z
SIDING. GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION SIZE DESIGN PRESSURES MISSLE IMPACT
9. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, RATING
OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE
COATING. SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 96" x 96" +60/-60 PSF LARGE AND SMALL
MISSILE TESTED
10. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL 5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT
INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING LARGE AND SMALL
MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO IMPACT RESISTANCE. 71-1/2" x 79-1/2" +80/-80 PSF MISSILE TESTED
FACE SHELL OF BLOCK.
6. DOOR FRAME MATERIAL:VINYL(PVC)-MIAMI DADE NOA
11. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH 12-1126.10. `��tiyyniu+frfFt� M >,
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ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS `��ti�`' 4M,�Ot,.,, � W r, CO m _j 0
SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE 7. GLASS MEETS ASTM E 1300-04 GLASS CHART >��'��E N s ,� 'r� ~ Z
MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. REQUIREMENTS.SEE SHEET 4 FOR GLAZING ti
DETAIL. *: No-B818p * p U
12. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED * 4c MG #;
ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: 8. DESIGNATIONS"X"AND"O"STAND FOR THE FOLLOWING: y Q STATE OF 100833D
A. WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. X:OPERABLE PANEL fi
''at�S-CpRlVP�� ~
C. MASONRY- -MINIMUMB. CONCRETE STR NGTH COMPRESSIVE STRENGTH OF 2700 I 0: FIXED PANEL
CONFORMANCE TO ASTM C 90,GRADEN, 'r•,,r��f ;
SHEET:
TYPE 1(OR GREATER). 9. APPROVED CONFIGURATION: XO,OX,XX Secure Electronic Seal �'`
For Electronic Submissions OF
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38.625"MAX
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PANEL WIDTH
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HEIGHT HEIGHT HEIGHT 0 INT.TRACK 10.50"MAX.O.C.
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3 3 STRAP PER LOCATION W
ONE(1)INSTALLATION Q
ANCHORS OR ANCHOR
4 4
E YH NO SILL FASTENERS
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WERE EMPLOYED
ANCHOR LAYOUT
79.50" 76.5" 65.75"
MAX. MAX. MAX. F THROUGH FRAME OR ANCHOR STRAP
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3/16"ITW TAPCON SHEATHING BY 2"MIN.
2 1/2"MIN.EDGE INSTALLATION ANCHOR OTHERS EMBEDMENT
DISTANCE FLASHING BY OTHERS (FIN)
CONCRETE/MASONRY 5d ROOFING NAIL
BY OTHERS CAULK BETWEEN INSTALLATION ANCHOR
EXTERIOR FINISH FIN&SHEATHING
BY OTHERS 2X WOOD FRAME
' EXTERIOR FINISH BY OTHERS Ae
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PERIMETER CAULK g '•. . PERIMETER CAULK BY OTHERS
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O.A.DOOR EMBEDMENT O.A.DOOR 8 (FIN) U) V tj
HEIGHT 2 HEIGHT 2 Q ix j
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DETAIL A SEE GLAZING (y DETAIL A F-
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3 HEAD-CONCRETE/MASONRY 3 HEAD-2X WOOD FRAME H Z
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3 SILL-CONCRETE/MASONRY 3 SILL-2X WOOD FRAME
THROUGH FRAME 3 OF
1/4"MAX.
SHIM SPACE
1 1/4"MIN.
EMBEDMENT WOOD TRIM INTERIOR
BY OTHERS
1/4"MAX.
1X WOOD BUCK SHIM SPACE
BY OTHERS Architectural Products,LLC
SHEET ROCK
INTERIOR BY OTHERS
3/16"ITW TAPCON 3/4"MIN.EDGE
INSTALLATION ANCHOR DISTANCE
CONCRETE/MASONRY (FIN) J
BY OTHERS 2 8 METAL FRAMING u Q
BY OTHERS z
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a� e� SMS SCREW V U
INSTALLATION CAULK BETWEEN 1X .' ': V Lu-3
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WOOD BUCK& U p � H L0
CONCRETE/MASONRY DETAILA _
BY OTHERS INTERIOR
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SEE GLAZING nOU d SUFFICIENT TO W H W H
DETAIL A 2 8 DC
2 8 1 3 TH EAEDS THR UGH J _
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EXTERIOR EXTERIOR FINISH d
BY OTHERS
PERIMETER CAULK t7=' -- 1)E WErin PERIMETER CAULK
2 1/2"MIN.EDGE BY OTHERS ��o "fl0 BY OTHERS SHEATHING BY F-
DISTANCE ao OTHERS
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EXTERIOR FINISH O.A.DOOR JOn O.A.DOOR &SHEATHING
BY OTHERS WIDTH WIDTH z co
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E HORIZONTAL SECTION DETAIL G HORIZONTAL SECTION H z
4 JAMB-CONCRETE/MASONRY JAMB-METAL STUD
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EXTERIOR SMS SCREW {r-+
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3/4"MIN.EDGE 1/4"MAX. ixDISTANCE SHIM SPACE 1 1/4"MIN. V
SHEET ROCK (FIN) r HORIZONTAL SECTION EMBEDMENT w
BY OTHERS 1/4"MAX. 4 STILE INTERLOCK Q
SHIM SPACE SHEET ROCK
INTERIOR BY OTHERS #8 WOOD/SMS SCREW
2X WOOD FRAME 2 8 INTERIOR
BY OTHERS 2X WOOD FRAME
BY OTHERS z
5d ROOFING NAIL
INSTALLATION ANCHOR U(J ° SEE GLAZING 5
a� n 1.00"O.A.INSULATED GLASS DETAIL A
-- CONSISTING OF: ,o
2"MIN n 0.1875"TEMPERED GLASS, u
SEE GLAZING 0.375"AIR SPACE,
EMBEDMENT v
a 5 DETAIL A 0.1875"ANNEALED GLASS,
(FIN) 0.090"SOLUTIA SAFLEX PVB o0
3 (NOA 12-1231.09), 1A 3/4"MIN.EDGE
IA /i ��\0.1875 ANNEALED GLASS 2 8 DISTANCE
EXTERIOR
INTERIOR
EXTERIOR FINISH BY OTHERS / M
PERIMETER CAULK I 13 PERIMETER CAULK W U) m � J 0
0.875"GLASS I SHEATHING BY (- z ix n Q (-
FLASHING BY OTHERS BY OTHERS BITE I1\ I EXTERIOR BY OTHERS OTHERS �: Y = V U z
CAULK BETWEEN FIN �/ V
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WIDTH �- WIDTH EXTERIOR BRICK FINISH 100 8 3 3 D
EXTERIOR �� BY OTHERS
H HORIZONTAL SECTION GLAZING DETAIL A I HORIZONTAL SECTION SHEET:
4 JAMB-2X WOOD FRAME 4 JAMB-REPLACEMENT
ROOFING NAIL 4 0 F 5
BILL OF MATERIALS
ITEM O HEAD,SILL AND JAMB(FIN) 1 q HEAD,SILL AND JAMB
DESCRIPTION MATERIAL MANUFACTURER VINYL VINYL
NO. TYPICAL WALL THICKNESS:.060" TYPICAL WALL THICKNESS:.060"
1 MAIN FRAME(FIN)-PART#1203 VINYL SHWINCO 5.9"
IA MAIN FRAME(FLUSH)- PART#1203 VINYL SHWINCO
Architectural Products,LLC
2 PANEL-PART#1219 VINYL SHWINCO 5.9"
1.25"
3 GLAZING BEAD-PART#2365 VINYL SHWINCO
4 INTERLOCK-PART#1221 VINYL SHWINCO c� o Lu
5 TRACK COVER-PART#1500 VINYL SHWINCO 1 U0 Q��UUU�� 0 1 U0 Q��UUU�� 0 J ¢ D
6 TRACK-PART#OC3526 ALUMINUM VARIOUS 1.88' r f 1.881, 1! w Lu-3
7 THRESHOLD ALUMINUM VARIOUS Illlfl o I�Lf/I 0 O ¢ v
1 0 � 1 0 O V
8 PANEL REINFORCEMENT-PART#T-51344 ALUMINUM VARIOUS LL_ &O �a a
Lu
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9 FIXED PANEL RISER-PART#OC3528 ALUMINUM VARIOUS p - Q OU ix
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10 SILL RISER(OPTION)-PART T-11973 ALUMINUM VARIOUS LU (�b m Lu
O PANEL O GLAZING BEAD O INTERLOCK Ljj kr) H
11 SILL RISER(OPTION)-PART#OC-3527 ALUMINUM VARIOUS VINYL VINYL VINYL C.L U.)
TYPICAL WALL THICKNESS:.060" TYPICAL WALL THICKNESS:.050" TYPICAL WALL THICKNESS:.060" ~ Lu
12 4" X 1" X 0.55" ANCHOR STRAP STEEL VARIOUS a
435"
13 GLASS BEDDING- DOW 995/NOVAGUARD M 400 SILICONE DOW CORNING 5. to
14 SPACER = � 2265
15 ROLLERS STEEL VARIOUS r
16 MORTIS LOCK STEEL VARIOUS 125" 1.025" m
17 HANDLE SETS STEEL VARIOUS
o� F--I z
18 FIXED PANEL CLIP ALUMINUM VARIOUS 3 32" O
19 PANEL REINF. SCREWS#8 X 1 1/4" TEK PH FLT HD STAINLESS STEEL VARIOUS H
H
20 INTERLOCK SCREWS#8 X 1 1/2" TEK PH PAN STAINLESS STEEL VARIOUS
O TRACK COVER O TRACK UJ v)
21 INSTALLATION SCREWS#8 X 2 1/2" PH PAN HD STAINLESS STEEL VARIOUS VINYL ALUMINUM LU
22 ROLLER SCREWS#8 X 3/4" PH FLT HD STAINLESS STEEL VARIOUS TYPICAL WALL THICKNESS:.050" TYPICAL WALL THICKNESS:.060"
23 WEATHER STRIPPING- FRAME.270 X.290 PILE FIN SEAL MAX O SILL RISER(OPTION)
2.27" 1.885" 11 O
24 WEATHER STRIPPING-INTERLOCK.270 X.370 PILE FIN SEAL MAX ALUMINUM z
POSITIVE DP:90 PSF
NOTE 0.784" 0.825"
1)PVC MATERIAL CERTIFICATION SHALL BE SUBMITTED UNDER CURRENT 1.015"
MIAMI-DADE NOA OR AAMA CERTIFIED EXTERIOR PROFILES LICENSE BY
BOVARIANPOLYMERS
2)PROPER SILL RISER OPTION SHALL BE CHOSEN WHERE INCREASED RESISTANCE TO
WATER INFILTRATION IS REQUIRED.
OPANEL REINFORCEMENT O FIXED PANEL RISER 10 SILL RISER(OPTION)
ALUMINUM ALUMINUM ALUMINUM
TYPICAL WALL THICKNESS:.060" TYPICAL WALL THICKNESS:.060" POSITIVE DP:70 PSF
LU CIOIn co V) J 0
3.628" 1.883" ¢ M Z Y ]L V
0.71" 4.47" Ln Z
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1.696" 1.223" DWG#:1.93" 100 8 3 3 D
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SHEET:
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