HomeMy WebLinkAboutNotice of Acceptance (6) INSTALLATION NOTES:
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR - E T O DOORS
O O R�
LOCATION SHOWN.
2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE ED DOM
135D e.6 M srnEEr
MIN IMUTION. ROF ANCHORS TO BE USED FOR PRODUCT WOOD GLAZED OUTSWING LOS AN2LIE 22-2W3 21
INSTALLATION. Pit GEL S, 93
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3. INSTALL TOLERAICEOFUALINCHOFTIONANCHO LOCATION IN
IMPACT RATED DOORS
TOLERANCE OF 31/4 INCH OF THE DEPICTED LOCATION IN THE - �
ANCHOR LAYOUT DETAIL(I.E.,WITHOUT CONSIDERATION OF 11.1
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TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE _ G o 12 N w y
INSTALLATION ANCHOR TO THE NEXT. 3
4.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD 14 t2�- .0�T
BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 GENERAL NOTES: C.-.. <Cu ch h Y i'�
INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. (--.) p w Z
SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND --_ O¢ a m Z3"c C
BETTER. MANUFACTURED TO COMPLY WITH THE 2007&2010 q 1-4
1 2Z�r
S.FOR INSTALLATION INTO WOOD FRAMING USE p10 WOOD FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS 3~ W m¢5 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/41NCH BEEN EVALUATED ACCORDING TO THE FOLLOWING: m 3
MINIMUM EMBEDMENT INTO WOODSUBSTRATE. •TAS 201-94 W�3
•TAS 202-94 TABLE OF CONTENTS at
6.FOR INSTALLATION THROUGH SX BUCKTO CONCRETE/MASONRY, •TAS 203-94
OR DIRECTLY INTO CONCRETE/MASONRY,USE)3/161NCH 2. ADEQUACY OF THE EXISTING STRUCTURAL SHEET REVISION SHEET DE5CRJPTION
DIAMETER Tf W TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND I - INSTALLATION d GENERAL NOTES "-
1/41NCH MINIMUM EMBEDMENT WITH 21/2"MIN.EDGE FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND
DISTANCE. TRANSFERRING APPLIED PRODUCT LOADS TO THE 2 - ELEVATIONS d ANCHOR LAYOUTS
FOUNDATION 15 THE RESPONSIBILITY OF THE ENGINEER OR 3 - ELEVATION,ANCHOR LAYOUT,d GLAZING DETAILS -� co7.FOR INSTALLATION INTO STEEL STUD FRAME USE#10-16 TEK ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. _
SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM 3 4 - VERTICAL SECTIONS (n
THREADS PENETRATION BEYOND STEEL STRUCTURE. 3.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND Z ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 5 - HORIZONTAL SECTIONS
S.MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 6 - COMPONENTS d BILL OF MATERIALS O
FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD
VENEER,AND SIDING. FOR THE PROJECT OF INSTALLATION. 7 - QUALIFIED CONFIGURATIONS H O
9.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE 4.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC H
MADE OF CORROSION RESISTANT MATERIAL OR HAVE A AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC >
CORROSION RESISTANT COATING. SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE LICENSEDLICENSEDU
W
FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED u 10.FOR HOLLOW BLOCK AND GROUT,FILLED BLOCK,DO NOT INSTALL ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC LL Q
INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE DOCUMENTS FOR USE WITH THIS DOCUMENT IN NUN-HVHZ
IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR ANDTO BE REVIEWED BY BUILDING OFFICIAL FOR HVHZ. DESIGN PRESSURE RATING
JOINT INTO FACE SHELL OF BLOCK. DEVIATION FROM NOA REQUIRES ONE TIME APPROVAL BY
MIAMI-DADE COUNTY(BCCO). DESIGN PRESSURE-ALL SIZES MSSILE IMPACT RA
- -=INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE _
WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED O
AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. Z
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY RATED FOR WATER LARGE AND SMALL
THE ANCHOR MANUFACTURER. 6.DOOR FRAME MATERIAL'SOLID MAHOGANY +70�-7O PSF INFILTRATION MISSILE IMPACT RATED %% . SPY
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14.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE 7,DOOR FRAME MATERIAL MAHOGANY(MIN.S.G.=0.44).ALL
BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING WOOD COMPONENTS TO BE EQUAL OR STRONGER. NO 0 a
PROPERTIES: �•
A._WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. _ 8.IN ACCORDANCE WITH THE 2007&2010 FBC,SECTION
B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2730 PSI. 2411.3.3.3 WOOD COMPONENTS SHALL HAVE BEEN -- --
C. GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES r O TATE OF IS
C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 1924 PSI AS DEFINED IN SECTION 2326.2. T•,x-44-13-;1q^
AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT 0131 C-2
COMPRESSIVE STRENGTH OF 2000 P51. 9.IN ACCORDANCE WITH THE 2007&2010 FBC SEC 2003.8.4 SS/ON
D. HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME
C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 1924 PSI. INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE
E. STEEL-MINIMUM YIELD STRENGTH OF 36 K51.MINIMUM PROTECTED AS DEFINED IN SEC 2003.8.4.2. lrJ m Zm Q m -�i2
WALLTHICKNES
EDGE DISTANCE. ASTM S OF 48 MIL(0.048"or 18 GAUGE).MIN.1/2" 10.GLASS MEETSTHE REQUIREMENTS OF AM E 1300-04 GLASS A�LE^X� S PYROU p N 3 ti U V)Z
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SHEET: 5 OF 7
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BILL OF MATERIALS
ITEM N0. DESCRIPTION MATERIAL MANUFACTURER/NOTES Bull
I DOOR FRAME MAHOGANY ETO DOORS NOTES:
2 OUTSWING THRESHOLD ALUMINUM ENDURA 1. MAHOGANY MIN.S.G:0.44
3 TOP RAIL MAHOGANY ETO DOORS 2. IN ACCORDANCE WITH THE 2007&2010 FBC,SECTION 2411.3.3.3 ALL
4 BOTTOM RAIL MAHOGANY ETO DOORS WOOD COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED OR
ETO DOORS
SHALL BE OF A DURABLE SPECIES AS DEFINED IN SECTION 2326.2. 1340E67H STREET
5 IMIDRAIL MAHOGANY ETC,DOORS LOS AWEIPS,G 9OD21
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6 STILE MAHOGANY ETO DOORS wwwzmbooR5C A
7 ASTRAGAL MAHOGANY ETO DOORS m
8 GLASS STOP MAHOGANY ETO DOORS u)arc v
9 RAISED PANEL MAHOGANY W/PLYWOOD CORE ETO DOORS O DOOR FRAME O OUTSWING THRESHOLD O00,n i y'in n f
10 WEATHERSTRIP ¢LON SCHLEGEL MAHOGANY ALUMINUM 6063-T5 W/OAK FILLER on� mtu m
f412 Cf
11 SURFACE BOLTS STAINLESS STEEL ROCKWOOD 2.40" �o a Y
12 STRIKE PLATE STAINLESS STEEL -- 00 t o� �Z a
13 3 POINT LOCK SYSTEM STEEL WSF 3000-1-4070 1.81" o maw c"d mom c
1.22" SS
14 2 POINT LOCK SYSTEM STEEL W&F 3027-12-6033 I I 3 •° m S
15 HINGE STEEL HAGAR 4.56" —+{ Fes— 5.81" oc
16 DOOR SWEEP VINYL - Lu .^�.
17 DEADSOLT LOCK STEEL HUTTIG/C6C
OTOP RAIL O BOTTOM RAIL O MIDRAIL O STILE12
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I
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O ASTRAGAL O CLASS OP O RAISED 13 S L TE
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