Permit 1963 Colina Ct FILE COPY mown
45" MAX. F.W. FIN,,-LS OR SCREW
I
2 REQUIREMENTS.
�C AROUND F A"
A 0,FIECAIIRE,
THIS SHEET FOR OTHER FASTENER
T-
#10 FRAME SCREWS X
THROUGH jAMB INTO NOTE: MULLIONS 02-
< SUBSTRAIE OR & D3 MAY BE USED
B LOCKIN, HURRICANE CLIP AS FILLER IF DESIRED
HARDWARE (2 EACH S(OE OF FIXED SASH OR BY PELLA,
29 MULL)TYPICA-, EACH
±< END OF MULLION, FRAME WINDOW (SEE
L�0- DRAWING NO 1141
Ln DER
x OR 1144 LIN
< x z
sill. SEPARATE APPROVAL
1 FOR DETAILS)
3 3
2 <
3 3
3 1
3 -3
WIDTH
!I----WINDOW NAIL FIN MAY--" MAX. LOAD WIDTH AW LOAD MULTIPLE
-[SEE 'CORNER CONSTRUCTION' BE REMOVED WHEN CLIP = (A+E3)/2 , (A+B)/2
REQUIREMENTS ON SHEET 2 MOUNTED To THE OPENING. �-(SEE TABLE BELOW)--�-(SEE TABLE BELOW)
EXTERIOR ELEVATION SEE SHEET 3 FOR DETAIL. EXTERIOR ELEVATIO UP TO Foi
SINGLE DOUBLE HUN WINDOW MULTIPLE DOUBLE HUNG/FIXED WINDOWS VERTI
(IF VERTICj
SCALE: 1/2"=I'-O' THE LESSER OF THE MULLION UP TO FOUR WINDOWS MAY BE COME31NED IN ONE OPENING INSURE THAT
LOAD AND THE WINDOW LOAD WITH ANY COMBINATION OF FIXED &/OR HUNG WINDOWS DOES NOT CAUSE
SHALL CONTROL FOR THE
AS EMBLY. SEE SINGLE WINDOW ELEVATION FOR HUNG WINDOW DETAILS
ALLOWABLE DESIGN PRESSURE SCALE: I/2`=I'-C" I.ALL WINDOWS ARE RF-'
(INDIVIDUAL WINDOWS) 2.THE MAXIMUM ALLOWAE
MULLION LOAD TABLE BY THE SAME ALLOWAf
SEE SHEET 2 LOAD ALLOWABLE PRESSURE(PSF) LOAD ALLOWABLE PRESSURE 3,FOR MULLED COMBINAT
LENGTH W101H MULLION'Dl�muwoti-02-lmuwom -c3 LENGTH WIDTH MULLION -01-MULLION In 1A 14ULLIONS CERTIFIED IT
30"DR LESS 50.0 SOO 29.9 35.7 50.0
3V 42.4 50.0 50.0 2'OR LESS 50.0 50-0 50.0
42' 36.4 43-4 1 5U.0 48- 44.4 50.0 50.0
77" 65' .3 NAIL FIN MOUI
GENERAL NOTE 48* 31.8 38.0 1 50.0 54" 47.1 50.0 THESE ELEVATI
EM 54* 28.3 33.8 1 50.0 1 60 3.5 -m.6 50.0 OPTIONS (SHE)
1�THESE WINDOW SYST S RAVE BEEN TESTEO,ANALYZED APPROVED FOR 60" 25.4 367 1 48.3 -2 LESS 5. 50.0 50.0
DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN THE'ALLOWABLE DESIGN 50.0 50.0 !46 5E4- I.. SEE
LOADS,TABLE 71. 136-OR LESS� 50.0 5 60 1 43.0 50-El -- --
2.SUCXING,OPENINGS,&BUCKING FASTENERS MUST BE PROPERLY 11 To 1 50.0
TRANSFER LOADS TO THE STRUCTURE. 1 44.6 53 150-OR LESS 50.0 1 50.0 50.0
3.ALL HARDWARE&FASTENERS SKILL BE IN ACCORO-CE WITH THESE DRAWINGS 1 54- 1 33,2_ 1 39.6 1 50.0 _j
& MAY NOT VARY UNLESS SPECIFICALLY MENTIONED ON THE DRAWINGS. LOCK RE
1.TH
ESE WINDOW SYSTEMS HAVE BEEN DESIGNED IN ACCORDANCE WITH&MEET THE FRAME ANCHOR REQUIREMENTS TABLE IE
REQUIREMENTS OF THE FLORIDA BUILDING CODE(F.B.C.) FRAME WIE
5.THESE WINDOWS HAVE BEEN TESTED IN ACCORDANCE WITH AAMA/NWWDA 101/1S. FIN SCREWS
2-97'VOLUNTARY SPECIFICATIONS FOR ALUMINUM,VINYL(PVC)AND WOOD 3
WINDOWS AND GLASS DOORS." REFERENCE TEST REPORT NO'S. M2-0072.51 OPENING TYPE JAMB TO OPENING MINIMUM 1,M]NiMUM I MAXIMUM MAX.-DIST. 36 N3/4" AN
382-0072.7, &3112-0372AI,(CENTER PIVOT WINDOW)AND 31IZ-0256.1 (SUBSTRATE) FASTENER TYPE EMBED DGE DIST SPACING IFROM CORNER LESS TH r,
392-0256,2(BOTTOM PIVOT WINDOW)BY STORK TWIN CITY TESTING CORP.AS 2X-WOOD FRAME OR BUCK 2" X I I GA. ROOFING NAILS I 718r 1/2" 5"TO 7"O.C1 -2=
APPUCABLE TO THESE DRAWINGS. - -
6.TESTS COMPLETED INCLUDE AIR INFIL-RATION PER ASTM E283,WATER RESISTANCE 2X-WOOD FRAME OR BUCK NO. 8 SMS SCREW
PER ASTM E547, UNIFORM LOAD STRUCTURAL PER ASTM 330&FORCED ENTRY
PER ASTM F5BB. - * SHEAR SCREWS
7�T14ESE WINDOW SYSTEMS ARE NON-IMPAJ�T RATED&MUST BE SHUTTERED WHERE WOOD FRAME OR BUCKI NO. W SMS SCRE=:� 1 1/4' 3/4- 1 SEE DETAILS 6"
REQUIRED BY CODE. CMU/C0NCRETE f"3/16" CONCRETE SCREWS1 1 1/4' 1 2"
ALL.WINDOW SIZES SPECIFIED AS A-1.3WABLE IN THE'WINDOW SIZE/PRESSURE - SEE DETAILS 6"
TABLE'HAVE BEEN COMPARED TO rl,�TESTED UNITS&ARE RESTRICTED BY THE (')CONCRErE SCREWS SHALL BE ITW RAMSET/RED H D OR ELCO TAPCONS, HILTI
OVERALL SIZE IAREA)OF THE TESTED UNITS. ALL CMP D&
C ONEN75 14AVE BEEN KWIK-CON 11 OR POWERS RAWL TAPPER. (HAR ED_ST�E:L OR S.S.)
CHECKED TO SUPPORT THESE LOADS AS SPECIFIED IN THE LOAD TABLE. NOTE 13�r�a I
THAT By PELLA I S CHOICE,ALL ALLOWABLE LOADS IN THE TABLE ARE TYPICALLY SHEAR SCREW ANCHOR NOTE: FRAME MAY BE EITHER DIRECT MOUNTED TO THE ING, MOUNTED ONTO A CONTINU(
BASED ON LOWER LOADS THAN THOSE TESTED To,So AS TO INCORPORATE A ANCHORED TO A MIN. 2X4 NO. 3 SOUTHERN PINE WOOD BUCK. WHEN ANCHORED THROUGH JM13 TO A 2X4 BUCK,
SAFErY,FAGTOI1 INTO THE TESTED CONDITIONS. SHALL BE USED. WHEN ANCHORED WITH MAIL FIN INTO 2X4 BUCK, 2" X 11 GA. ROOFING NAILS OR NO. 8 SCREWS
9 CLASS 0 BE USED WITH THESE WINLOW UN;JS SHALL BE AS SPECIFIED 1%THESE SPACER, 3116' CONCRETE SCREWS SHALL BE USED. SEE "ANCHOR REOL
DRAWINGS WITH GLASS TYPE AND THICKNESS BEING DETERMINED BY PELLA AS WHEN DIRECT MOUNTED OR MOUNTED WITH
REQUIRED TO MEET DESIGN PRESSURES PER ASTM E13OO FOR EMBED REQUIREMENTS. PROPER MATERIAL SHALL BE USED BETWEEN ALL DISSIUIIAR MATERIALS (BLOCK/CCINCRE
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