|
GRIP EDGE AT RAKE; APPLY
<br />OVER E�NGE12LA1'MENT UND�RLAYMENt: 6-0 ASPHALI'
<br />FELT CONFORMING To ASTM D 226 TYPE I OR
<br />D 4669 TYPE I LAPPED 2" AND FASTENED
<br />PER MFR'S PRINTED INSTRUCTION)
<br />GLUE SHINGLES ALONG RAKE TO
<br />UNpE RLAYnNT AND TO EACH
<br />OTHER llr/ A 4 WIDTE4 OF ASPHALT ROOF PECK
<br />PLASTIC ROOF CEMENT
<br />ASPHALT SHINGLE6 TO HAA 68LF-
<br />SEALING ADH56iVE 6TRIP8 OR ESE
<br />INTERLOCKING, CONFORMING TO AOTM D
<br />223 OR D 3462 FASTENED W/ (o FASTENERS
<br />PER STRIP. ALL FASTENERS MUST BE
<br />CovEnD 13Y 6HiN61LIE OvERLA1
<br />FAOTENM: 116E 6ALVANIZED ROOFING NAIL8 w/
<br />MX i2 GAUGE 1.103") 6HANK iII/ MIN. 316 DiA HEAD, DRiP EDCxE AT RAKE, APPLY
<br />w/ 6lPIC15NIT LENGTH TO PENETRAt 1NI'ROUGH ALL OVER UNDMAYMENT
<br />ROOFING MATERIAL$ AND A MiNiMUM OF 3/4 INTO
<br />THE ROOF SHEATHING oR THR O UGH THE SHEATHING.
<br />SHINGLE STARTER COURSE: TRIM OFF TA56 6" TO 1" FROM FRONT DRIP EDGE TO HAVE 2 OVEfkLAP,
<br />FASTENED R 12" O.C., EXTEND t/4"
<br />DRIP EDGE AT EAVE, APPLY E35LOW 6H5ATHiNG AND EXTEwND 2"
<br />UNDER UNDERLAYMENT MINIMUM BACK ONTO ROOF
<br />AMICA110N OF A5FH&f 5HINCU5
<br />120 MPH MINIMUM WIND nOISTANCE RATING nOUIRED.
<br />IN6TALL SHINGLE$ IN ACCORDANCE WITH TWI$ DETAIL
<br />AND THE: MANUFACTURER'13 PRINT=O INSTRUCTION&
<br />IREF 2�D01 F13G SEC, 1E 01)
<br />.�a
<br />�p
<br />Ii 1
<br />I
<br />t 1
<br />� 1
<br />�C7r O O �4
<br />r 1
<br />t i
<br />I 1
<br />t 1
<br />t 1
<br />1 - _ .- xx
<br />EI _p
<br />©t 0 1 2 ©i (D i0 ^ h x
<br />� +�� 1�1 © � t0'<8 845•. � 1�.
<br />1 1 I 1
<br />1 1 � 1
<br />For S 1: 1 degree = 0.01145 rad.
<br />FI(WR81
<br />D CLADOi
<br />zi
<br />4 ,. 4 LONOITUDINAL
<br />3
<br />4E 46 LONGITUDINAL
<br />ROOF - V
<br />� m
<br />ANGLE
<br />1 LONGITUDINAL
<br />tE LONOtTUDINAL
<br />A
<br />OLOCKENG 9 4' O.C, IN - ALL END JOINT$ 15/32" CD $TAGGI RED
<br />FI TWO $PACES iN OCGUR OVER wl LONG DIME:N$ION
<br />GAag EN06 ONLY FRAMfNG MEMBER ACROSS SUPPORTS
<br />�
<br />�/ // �/ /,/ /.
<br />;
<br />TABLE 160.20
<br />ROOF OVERHANG COMPONENT AND CLADOM 0903H WIND PRESSURES
<br />FOR A BUILDING WITH IVgM ROOF HEIGHT OF 30 %EeT LOCATED IN
<br />EXPOSURS 13 (nsin
<br />iB
<br />Basic Wind Spo*d V (Mph - 3 #600nd gust}
<br />Effective
<br />r /�
<br />TABLE 160.20
<br />ROOF OVERHANG COMPONENT AND CLADOM 0903H WIND PRESSURES
<br />FOR A BUILDING WITH IVgM ROOF HEIGHT OF 30 %EeT LOCATED IN
<br />EXPOSURS 13 (nsin
<br />iB
<br />For 31: 1 psf * 47.88 N/m 1 fta = 0.0929 m mph = 0.447 rrds.
<br />Note: For effective areas between those given above the toad may be interpolated, otherwise use the toad may be taterpalated, otherwise use the toad as
<br />soci-
<br />ated with the lower effective area.
<br />TABLE 1808,29
<br />s COMPONENT AND CLADDING W ND LOAD$ FOR A SUILAINO WITH A MEAN ROOF HEIGHT
<br />OF 30 FEET LOCATED IN EXPOSURE 0 (put)
<br />Bor $I: 1 fta = 0.0929 rn , I mph = 0.447 ut/s, I psf a 47,88 Wink
<br />1 For effeodva areas or wind speeds between those given abov► to load may be thterpolated, otherwise use the bed a.ssoelated with the Iower effective area,
<br />2 Table values shall be adjusted for helgld and exposure by muliptying by adjustment coefflcients in Table 1008.20.
<br />3 See Figurs IWS.2(c) for location of zones.
<br />4 Plus and minus signs signify pressures acting toward and away from the buck" surfaces.
<br />e
<br />8 510'
<br />Basic Wind Spo*d V (Mph - 3 #600nd gust}
<br />Effective
<br />i
<br />Wind
<br />LL
<br />wind
<br />!A
<br />Area
<br />Saslo Wind Speed V (tnph - 3 t000nd
<br />gust)
<br />o
<br />�
<br />Zone
<br />Vtl
<br />90
<br />100
<br />110
<br />120
<br />130
<br />140
<br />150
<br />_.
<br />Roof An to > 0-10 0 03
<br />-21.0
<br />-26.9
<br />- 31.4
<br />-31.3
<br />•43.$
<br />-50.8
<br />-68,3
<br />re
<br />2
<br />20
<br />-20.6
<br />-25.5
<br />-30.8
<br />-381
<br />-43.0
<br />-49.9
<br />-81.3
<br />2
<br />100
<br />- 19.8
<br />-24.4
<br />-29,5
<br />-35.1
<br />•41.2
<br />-41.8
<br />-641
<br />3
<br />10
<br />- 34.6
<br />-42.1
<br />-51.8
<br />-61.6
<br />-72.1
<br />-83.1
<br />-98.0
<br />3
<br />20
<br />-27.1
<br />-33.5
<br />-40.5
<br />-48,3
<br />-818
<br />-6517
<br />-75.4
<br />3
<br />100
<br />-10.0
<br />-12.2
<br />-14.8
<br />-11.8
<br />-20.8
<br />-23.9
<br />-27.4
<br />-17.5
<br />1 10.0
<br />-21.2
<br />10.0
<br />-28.2
<br />11.6
<br />-29.8
<br />13.4
<br />F oot la 1 0.30 d® reel
<br />-27,2
<br />-33.6
<br />-40 .9
<br />-4$.3
<br />-ee.7
<br />-95 11
<br />- 7& 3
<br />•13.7
<br />2 20
<br />- 27.2
<br />-33.8
<br />-40.8
<br />-48.3
<br />-68.7
<br />•661
<br />-75.6
<br />2 100
<br />-27.2
<br />- 33.5
<br />-40.8
<br />•48.3
<br />-38.1
<br />-eS.7
<br />-73.3
<br />3 10
<br />- 45.7
<br />-66.4
<br />-88.3
<br />-81.2
<br />-98.3
<br />-110.6
<br />-124,9
<br />3 20
<br />-40.5
<br />-60.0
<br />-80.5
<br />-72.0
<br />-84.8
<br />-98.0
<br />-112.8
<br />10.0
<br />-21.8
<br />10.0
<br />-24.4
<br />1110
<br />•30.2
<br />10.0
<br />-36.5
<br />Ro& Angle >„DO - 46 degroos
<br />-24,7
<br />-30.6
<br />-3819
<br />-43.9
<br />-51.5
<br />-69.8
<br />•68.8
<br />2
<br />20.0
<br />2
<br />20
<br />-24.0
<br />-29.8
<br />-35.8
<br />-42.8
<br />- 50.0
<br />-68.0
<br />-68.6
<br />2
<br />100
<br />-22.2
<br />-27.4
<br />-33.2
<br />-39.5
<br />-48.4
<br />-63.8
<br />41,7
<br />3
<br />10
<br />- 241
<br />-30.5
<br />-38.9
<br />•43.9
<br />-61,5
<br />-69.8
<br />•68.9
<br />3
<br />20
<br />-24.0
<br />-29.6
<br />- 36.8
<br />-42.8
<br />-50.0
<br />-68.0
<br />-68.6
<br />3
<br />100
<br />-22.2
<br />-21.4
<br />- 33.2
<br />-39,6
<br />-48.4
<br />-63.8
<br />-81.7
<br />For 31: 1 psf * 47.88 N/m 1 fta = 0.0929 m mph = 0.447 rrds.
<br />Note: For effective areas between those given above the toad may be interpolated, otherwise use the toad may be taterpalated, otherwise use the toad as
<br />soci-
<br />ated with the lower effective area.
<br />TABLE 1808,29
<br />s COMPONENT AND CLADDING W ND LOAD$ FOR A SUILAINO WITH A MEAN ROOF HEIGHT
<br />OF 30 FEET LOCATED IN EXPOSURE 0 (put)
<br />Bor $I: 1 fta = 0.0929 rn , I mph = 0.447 ut/s, I psf a 47,88 Wink
<br />1 For effeodva areas or wind speeds between those given abov► to load may be thterpolated, otherwise use the bed a.ssoelated with the Iower effective area,
<br />2 Table values shall be adjusted for helgld and exposure by muliptying by adjustment coefflcients in Table 1008.20.
<br />3 See Figurs IWS.2(c) for location of zones.
<br />4 Plus and minus signs signify pressures acting toward and away from the buck" surfaces.
<br />e
<br />8 510'
<br />GABLE END
<br />/./ /
<br />oe
<br />/ / /r
<br />GAOL.E END
<br />// •/ ed COMMON 4 6t O.C. EDGE 4 FIELD - - ed RiNG 6HANK NAIL$ a 4 O.C. 0 54f END OR GABLE TRUSS
<br />ed COhEPk N * 6" O.C. E069 AND 12 O.C. FiE"LP
<br />- R oor r)I APHRl l A M NA U NG 5CW b 'I - �
<br />HA LOICATION& t?
<br />�. ZM I E I"Nt SHALL BE CON$IDEREtl SPECIFIC HAZARDOUS LOCATIONS r OR 111E '
<br />1, CLAXJNG IN SWNGtNG DOORS AND FIXED ANU SLIDING PANELS OF SWING ( PAM) ,i
<br />( ) t�offFt ASSE:3lI8..tE8.
<br />Z GUWNO IN DOCkt5 AND WADS OF ENCLOSURES FOR HOT TV$%. MJIRU>OM!. SAUN STEAM Ii(�M ;
<br />C]A1111118 SI40iME1i3 AND Of}i€R SUCH I'AQ11tIES YiktERE Si1CN.INd' IS CCJ�fi INOFiI 914rrtm)
<br />OR I MEMRIED HORIZONTALLY FROM A STANOINO OFD WAi k SUHFA WTHIN THE ENCka E AND }
<br />YRFip9E THE HOT" EDCE OF THE E�O� c:LAZiN6 45 LESS' MAN 60 INCHES (1524mm), MEASURE[) ;
<br />WERTICALLY, ABOVE SUCH STANDING OR WAl)gNG SURFACES.
<br />3. O WNG IN AN INDIVIDUAL FTM OR OPERABIX PAIUL ADJAGENt TO A DOOR Y4liERE THE NEAREST 1.
<br />VERTICAL EDGE iS VNTHIN A 24 - INCH (81 mm) RADIUS OF THE DOOR iN A CIQSED POS111ON AND WOSE
<br />ROTIOM li. OE 19 LESS 114M 60 INCHES 1524 mm) ABOVE THE FLOOR CR WALKINK3 SURFACE.
<br />GLAi'_1N0 W �tMLg PETt3' IA.
<br />QICAR TO T1iE PLANE F' 'THE DOOR IN A CLOSM POST - TION IN
<br />t �
<br />OR WiTIAN gVVtU�NG UNITS IN GROUP R2 SHALL HE SU1JECT i0 2405.2.1(4)
<br />s' 4.
<br />M U�'.�1}flMT 1MEETS All. OF i F O CUNOiil 1V 11IMSE LOCA11ON pti%Mt8t0 IN ITEUS
<br />40 EXPOSW AREA Cllr AN IN061DUAL PANE GWATTR THAN 9 sq It 1164m2). 3
<br />4x I�3p0TTOM ED LESS THAN 10 INCHES � 497 mm) �Ag80YE�}THE FLOW.
<br />U ONE $ MORE " 0XU% A U�ACES NA1 g M M TNCVW(914rrtmf %'R1L0NTALJY OF THE PLANE o
<br />THE GLAZING.
<br />5. ALL GUWNQ iN FIAiL1NGS REGARDLESS OF AREA OR HEIGHT A.9OVE A WALIONG SUWACE NC UOiNG
<br />STRUCTURAL BALUSTER PANEELS AND NONSTRUCTURAL IN -FILL PANELS,
<br />S. GLAZING IN WALLS AND FM MS ENMOSING INDOOR AND OUTDOOR SWMWN4 POOLS AND SPAS WIRE
<br />WAL NG A C OF THE GL F TH 1511 (1) LESS 1V 60 INCIiE i i 2tSmm_) A 4-
<br />Al1UNG UF�ACtf E POOL SlOrr 0F' THE fG AN0 2 1HE t�„AZI {S WA IN 80 INCFtr3
<br />1626 mm HORIZ T Y OF THE WATER'S EDGE Or: � 51MMi� a PO OL_OR $PA. TI SHALL APPLY
<br />TO SINGLE GLAZiNG AND ALL PANES IN MULTIPLE GLAZING.
<br />REGUIRE L) SAFETY GLAZING IN 14AZARDOUS L.CXATIONS FM 2405.2
<br />. ss•. 4:. 4 ' �F. �'- itii4�'+#.. ri#+.� ;!r�'?'...�%.T�9 "l�.S.'� :..�.A�wwf�w.X: . .. +. w�.!. r• �µ.:. w. w+-0 M-.+ N,. ar .ruvuu..w.uy..�..ha..rw..rx.N 4w#
<br />NIF' END
<br />kid
<br />.-._ .... t i e t to W'1 -10
<br />�U iAIO
<br />M
<br />,�a�w PAUL
<br />40 9 T 14�d� 13u` 0 11e � �. Imo' MA - I ..
<br />i t 1 61P 0V d iy e - - rg1`d ►FEE`
<br />MPS F-01'40'
<br />ts'1' 40'
<br />1t�4,2 IN�iUGAr"IG•N .��.,.� I
<br />Awl
<br />�.�' M1H ►IJ'Irp
<br />4&Ao F... +.
<br />t .� 6 trill. Y.� oNG�>IrAN
<br />"Mr. TxeArep ilul
<br />ma=y
<br />A,
<br />dNt lot1 ' G VtJ
<br />• ��"�srw� �aNaalndt>j �1� �-r
<br />TYPICAL WAIL SECTION
<br />N.T.S.
<br />( D lE° �`f t WA LL. i 3 1 E3 L. i- �� . l"�
<br />` # I Eno P6 & d�' , , . - 4 � t L.6-- G xr_L. , a F'gt4ta -- -r-o 1 �45'1'Ai L t f•l6
<br />i:rik ( - �•o
<br />T: - M 9A j§ � t L Ae , i stir i �." i t j f - 3 d Lt tit W(A b L. t~i :a T 1~c► x t st s�.
<br />hi al'�LS wherrethe high wind i 120 mph or more+ot within 1 mile of die coast where the
<br />w'iad3 n.re 110 mph or higher- buildings must be'designed to protect exterior windows
<br />and glass doors from the impact of debris tossed by the wind. Or, buildings must be made
<br />Strong enough to witllst nd the change in air pressure should debris pierce a Nvindow or
<br />glass door during a High -winds storm.
<br />Opflon>s For Windows And Glass Doors
<br />♦Plywood shields can be used to cover them, The p 1 y wood must be at least 7 /164,nch
<br />thick and the contractor must cut them and instal the anchors for them around windows
<br />and doors,
<br />♦Shutters that meet impact tests for the location
<br />♦Impact - resistant windows and doors,
<br />1- #5 OAR 5E.M1
<br />ri MIN
<br />95 SAR W/ 5TD 90' HOOK
<br />EMBEDDED 6" INTO TOP LINTEL
<br />BLC�K. LAP St�i„ICE 25" -- �- ---• -� �' ,
<br />45 15AR ARTiCAL i ZW.
<br />IN 4ROUT1=50 CE L L,
<br /># 5 F`OCTN5 DC II.& . to/ BID W*
<br />POOK EMBEDiDED 6" mN N RXTNG
<br />(5° MN IN 8" TWK FOOTiWS) MP U11T',•1
<br />25" LAP LEWSTH ABOYS 5LAE3
<br />4OUT
<br />Pr-D
<br />N:;VTING
<br />_•..... wrwr. �..+- �- w. w. r.. rw...+_..+.-.- w+•+..+ i.w,r.ti%r.r.yi.rro•._¢4.Y.nY.Wr _-.+ rrN+ u..•... s..-.f.�anawee.i,++i...af...rt._
<br />I
<br />I
<br />2 d�
<br />i
<br />f-1 fir,/ 2
<br />r rze
<br />I
<br />i
<br />r
<br />FIRE PLACE SECTION
<br />R.T.S.
<br />Eff+rrstive
<br />i
<br />LL
<br />wind
<br />!A
<br />ti
<br />Saslo Wind Speed V (tnph - 3 t000nd
<br />gust)
<br />o
<br />�
<br />iml;
<br />area
<br />2!
<br />re
<br />Zonal
<br />(fta
<br />8S
<br />90
<br />100
<br />110
<br />120
<br />130
<br />140
<br />150
<br />Hoof Angle
<br />> 0.10 degrees
<br />10.0
<br />•14.8
<br />10.0
<br />-18.0
<br />t0.0
<br />-71.8
<br />10.6
<br />•28.9
<br />12.4
<br />VA
<br />14.3
<br />-38.3
<br />18,111
<br />-00.5
<br />1
<br />10.0
<br />10.0 -13.0
<br />1
<br />20.0
<br />10.0
<br />-12.7
<br />10.0
<br />•14.2
<br />10.0
<br />-17.5
<br />1 10.0
<br />-21.2
<br />10.0
<br />-28.2
<br />11.6
<br />-29.8
<br />13.4
<br />-34.4
<br />15.4
<br />-MA
<br />1
<br />50.0
<br />10.0
<br />-12.2
<br />10.0
<br />•13.7
<br />10.0
<br />•16.9
<br />10.0
<br />-20.5
<br />10.0
<br />-24.4
<br />10,8
<br />-28.8
<br />121
<br />-33.2
<br />14.1
<br />-38.1
<br />1
<br />100.0
<br />10.0
<br />-11.9
<br />10.0
<br />-13.3
<br />10.0
<br />-16.5
<br />10.0
<br />.19.8
<br />10.0
<br />-23.7
<br />10.0
<br />-274
<br />11.4
<br />•32.3
<br />13.0
<br />-37.0
<br />2
<br />10.0
<br />10.0
<br />-21.8
<br />10.0
<br />-24.4
<br />1110
<br />•30.2
<br />10.0
<br />-36.5
<br />10.5
<br />-43.5
<br />12.4
<br />-51.0
<br />141
<br />-692
<br />181
<br />-07.9
<br />2
<br />20.0
<br />10.0
<br />-19.5
<br />10.0
<br />-21.8
<br />10.0
<br />-21.0
<br />10.0
<br />-32.8
<br />10.0
<br />-38.8
<br />11.8
<br />-43.6
<br />13.4
<br />-62.9
<br />15.4
<br />-80.1
<br />2
<br />50.0
<br />10.0
<br />-18.4
<br />10.0
<br />-18.4
<br />10.0
<br />•221
<br />10.0
<br />-27.5
<br />10.0
<br />-32.7
<br />10.6
<br />-38.4
<br />12.3
<br />-44.5
<br />14.1
<br />-61.1
<br />2
<br />100.0
<br />10.0
<br />-14.11
<br />10.0
<br />-16,8
<br />10.0
<br />•19.8
<br />10.0
<br />-28.1
<br />10.0
<br />-33A
<br />11.4
<br />38.2
<br />11.4
<br />-38.2
<br />13.0
<br />-43.9
<br />3
<br />10.0
<br />10.0
<br />-32.8
<br />10.0
<br />-36.8
<br />10.0
<br />•46.4
<br />10.0
<br />-55.0
<br />101
<br />-89.4
<br />12.4
<br />-78.8
<br />14.3
<br />-89.0
<br />18.5
<br />-1022
<br />3
<br />20.0
<br />10.0
<br />37.2
<br />10.0
<br />-30.5
<br />10.0
<br />47,8
<br />10.0
<br />-45.6
<br />10.0
<br />- $4.2
<br />11.8
<br />-83.6
<br />13A
<br />-73.8
<br />15.4
<br />-24.7
<br />3
<br />50.0
<br />10.0
<br />-19.7
<br />10.0
<br />-22.1
<br />10.0
<br />-273
<br />10,0
<br />-33.1
<br />10.0
<br />-39.3
<br />10.6
<br />46.2
<br />12.3
<br />-53.5
<br />14.1
<br />•81.5
<br />100.0
<br />10.0
<br />•14.1
<br />10.0
<br />•15.8
<br />10.0
<br />•19.5
<br />10.0
<br />-23.8
<br />10.0
<br />-28.1
<br />10,0
<br />-333.0
<br />11.4
<br />-38.2
<br />110
<br />-43 .
<br />Roof Ang
<br />> 6.30
<br />degmes
<br />10.0
<br />-13.3
<br />10.4
<br />=:8.5
<br />12,6
<br />-19.9
<br />14,9
<br />-23.1
<br />11.6
<br />-21.8
<br />20.3
<br />-32,3
<br />23.3
<br />-37.0
<br />1
<br />10.0
<br />10.0 -11.9
<br />1
<br />20.0
<br />10.0
<br />-we
<br />10.0
<br />-13.0
<br />10.0
<br />•18.0
<br />11.4
<br />-19.4
<br />13.6
<br />-23.0
<br />18.0
<br />47.0
<br />18.6
<br />31.4
<br />21.3
<br />-36,0
<br />1
<br />50.0
<br />10.0
<br />-11.1
<br />10.0
<br />-12.5
<br />10.0
<br />•15.4
<br />10.0
<br />-18.8
<br />11.9
<br />-22,2
<br />119
<br />-28,0
<br />18.1
<br />-30,2
<br />181
<br />-34,6
<br />1
<br />100.0
<br />10.0
<br />-10.8
<br />10.0
<br />-12.1
<br />10.0
<br />-14.9
<br />10.0
<br />-18.1
<br />10.5
<br />•21.5
<br />12.4
<br />-26.2
<br />141
<br />-29.3
<br />18.6
<br />•33.6
<br />2
<br />10.0
<br />10.0
<br />-25.1
<br />10.0
<br />-282
<br />10.4
<br />•94.8
<br />121
<br />-42.1
<br />14,9
<br />-50.1
<br />175
<br />-50.7
<br />20.3
<br />-68.1
<br />23.3
<br />•78.2
<br />2
<br />201.0
<br />10.0
<br />-22.8
<br />10.0
<br />-25.8
<br />10.0
<br />-31.5
<br />11.4
<br />-38,2
<br />13.6
<br />-45.4
<br />18.0
<br />-63.3
<br />18.5
<br />-61.8
<br />21.3
<br />-71.0
<br />2
<br />501.0
<br />10.0
<br />-19.1
<br />10.0
<br />-22.1
<br />10.0
<br />11 .27.3
<br />10.0
<br />-33.0
<br />11.9
<br />-39.3
<br />13.9
<br />-48.1
<br />18.1
<br />-33,5
<br />18.5
<br />•61.4
<br />2
<br />1010.0
<br />10.0
<br />-17.4
<br />10.0
<br />-193
<br />10.0
<br />-21.1
<br />10.0
<br />-29.1
<br />10.5
<br />-34.7
<br />12.4
<br />-40.7
<br />14.3
<br />47.2
<br />18.5
<br />•54.2
<br />3
<br />10.0
<br />10.0
<br />-25.1
<br />10.0
<br />-28.2
<br />1 OA
<br />: 44.8
<br />12.5
<br />42,1
<br />14.8
<br />-50,1
<br />17.5
<br />- 68.7
<br />20.3
<br />-68.1
<br />23.3
<br />-78.2
<br />3
<br />20.0
<br />10.0
<br />-22.8
<br />10.0
<br />-25.8
<br />10.0
<br />-31.5
<br />11.4
<br />-392
<br />113.8
<br />-48.4
<br />18.0
<br />-83.3
<br />184
<br />-81A
<br />21.3
<br />-71.0
<br />3
<br />6010
<br />10.0
<br />-19.1
<br />10.0
<br />-22.1
<br />10.0
<br />' •27.3
<br />10.0
<br />-33.0
<br />11.9
<br />-39.3
<br />13.0
<br />-48.1
<br />18.1
<br />-53.5
<br />1&11
<br />-61.4
<br />3
<br />10!0.0
<br />10.0
<br />-17.4
<br />10.0
<br />-19.8
<br />10.0
<br />-24.1
<br />Ka
<br />29.1
<br />10.8
<br />- 4.7
<br />12.4
<br />40.7
<br />14.3
<br />-472
<br />18.
<br />-54.2
<br />Hoof Ang
<br />> 45
<br />degrees
<br />13.3
<br />-14.6
<br />118.6
<br />-18.0
<br />19.9
<br />- 21.8
<br />231
<br />-26.9
<br />21.8
<br />40.4
<br />32.3
<br />-38.3
<br />37.0
<br />•40.5
<br />1
<br />%0
<br />11.9 -13.0
<br />1
<br />20.0
<br />11.8
<br />-12.3
<br />13.0
<br />-13.8
<br />18.0
<br />•1711
<br />1g,4
<br />-20.7
<br />23,0
<br />-24,8
<br />21.0
<br />•28.9
<br />31A
<br />- 33.6
<br />36.0
<br />-38.4
<br />1
<br />50.0
<br />11,1
<br />-11.5
<br />12.5
<br />-12.8
<br />15A
<br />18.9
<br />18.8
<br />-19.2
<br />22.2
<br />-22.8
<br />26.0
<br />- 28.8
<br />30.2
<br />31.1
<br />34.8
<br />-35.1
<br />1
<br />100,0
<br />10.8
<br />-10.8
<br />12.1
<br />-12.1
<br />144
<br />•14.9
<br />10.1
<br />-18.1
<br />81.5
<br />-21.5
<br />25.5
<br />-281
<br />29.3
<br />- 29.3
<br />39.8
<br />-33.8
<br />2
<br />10.0
<br />11.9
<br />•15.2
<br />113
<br />•17.0
<br />AS
<br />91.0
<br />f9.9
<br />-25.6
<br />23.1
<br />-30.3
<br />27.8
<br />-35.8
<br />321
<br />- 41.2
<br />37.0
<br />-47.3
<br />2
<br />20.0
<br />11.8
<br />-14.6
<br />13.0
<br />.16.3
<br />16.0
<br />•20.1
<br />19A
<br />-24.3
<br />23.0
<br />-28.0
<br />27.0
<br />-34,0
<br />31A
<br />- 39.4
<br />36.0
<br />-454
<br />2
<br />84.0
<br />11.1
<br />-13.7
<br />12.6
<br />-15.3
<br />15A
<br />•18.9
<br />18.9
<br />-22.9
<br />22.2
<br />-27.2
<br />28.0
<br />- 32.0
<br />302
<br />-37,1
<br />34.6
<br />-42.6
<br />2
<br />1051.0
<br />10.8
<br />-13.0
<br />12.1
<br />-14.8
<br />14.9
<br />•18.0
<br />18.1
<br />•21.8
<br />21.6
<br />-28.9
<br />25.2
<br />- 30.4
<br />29.3
<br />-35.8
<br />33.8
<br />-40.6
<br />3
<br />10.0
<br />11.9
<br />•15.2
<br />13.3
<br />.17.0
<br />18.3
<br />•21.0
<br />19.9
<br />-25.6
<br />231
<br />-30.3
<br />27.8
<br />-36,8
<br />324
<br />-41.2
<br />37.0
<br />-41.3
<br />3
<br />20.0
<br />11.8
<br />-141
<br />13.0
<br />.18.3
<br />16.0
<br />720.1
<br />19.4
<br />•24.3
<br />23.0
<br />-29.0
<br />27.0
<br />-34.0
<br />31.4
<br />-39.4
<br />38.0
<br />-45.3
<br />3
<br />$0.0
<br />11.1
<br />-13.7
<br />12.6
<br />-15,3
<br />15.4
<br />18.9
<br />18.$
<br />- 22.9
<br />222
<br />-27.2
<br />26.0
<br />-32.0
<br />30.2
<br />-37.1
<br />34.8
<br />-42.5
<br />' 3
<br />199.0
<br />10.8
<br />•13,0
<br />12,1
<br />•14.6
<br />14.9
<br />•181
<br />193
<br />•21.8
<br />21.5
<br />-28.9
<br />28,x•90.4
<br />29.3
<br />-38,3
<br />$3.8
<br />X40.5
<br />w ai t
<br />14.6
<br />.18.8
<br />18.0
<br />•191
<br />21.8
<br />-23.6
<br />2,54
<br />- 28.1
<br />30-A
<br />-33.0
<br />35.3
<br />-38.2
<br />40.5
<br />•419
<br />4
<br />10.0
<br />13.0 •14.1
<br />4
<br />20.0
<br />12.4
<br />-13.5
<br />13.9
<br />-15.1
<br />11.2
<br />18.1
<br />20.8
<br />- 22.8
<br />24.1
<br />-28.9
<br />29.0
<br />-31.8
<br />331
<br />-307
<br />$8.7
<br />•42.1
<br />4
<br />60.0
<br />11.8
<br />42.1
<br />13.0
<br />-14.3
<br />16.1
<br />.17.8
<br />19.5
<br />- 21.3
<br />23.2
<br />. 25.4
<br />27.2
<br />-29.8
<br />31.8
<br />-34.6
<br />382
<br />•39.7
<br />4
<br />100.0
<br />11.1
<br />-12.2
<br />12.4
<br />-13.8
<br />16.3
<br />19.8
<br />18.5
<br />-20.4
<br />21.0
<br />- 24.2
<br />28.9
<br />-28.4
<br />30.0
<br />-33.0
<br />34.4
<br />WA
<br />5
<br />10.0
<br />13.0
<br />-11.4
<br />14.8
<br />-19.5
<br />18.0
<br />24.1
<br />21.8
<br />-29,1
<br />23.8
<br />-34.1
<br />20.4
<br />401
<br />38.3
<br />-47.2
<br />40.6
<br />-b4.2
<br />5
<br />20.0
<br />12.4
<br />-15.2
<br />13.9
<br />-18.4
<br />17.2
<br />-22.6
<br />20.8
<br />-21.2
<br />24.7
<br />-32.4
<br />29.0
<br />38.0
<br />33.7
<br />-44.0
<br />38.1
<br />-50.5
<br />5
<br />50.0
<br />11.8
<br />•14.7
<br />110
<br />-18.6
<br />18.1
<br />20.3
<br />19.6
<br />-24.8
<br />23.2
<br />-29,3
<br />27.2
<br />-34.3
<br />314
<br />-39.8
<br />38.2
<br />•43.7
<br />5
<br />100.0
<br />11,1
<br />-13.5
<br />12A
<br />-15.1
<br />16.3
<br />-18.7
<br />18.5
<br />•22.8
<br />22.0
<br />•20.9
<br />28.9
<br />411
<br />30.0
<br />-38.7
<br />34.4
<br />42.1
<br />GABLE END
<br />/./ /
<br />oe
<br />/ / /r
<br />GAOL.E END
<br />// •/ ed COMMON 4 6t O.C. EDGE 4 FIELD - - ed RiNG 6HANK NAIL$ a 4 O.C. 0 54f END OR GABLE TRUSS
<br />ed COhEPk N * 6" O.C. E069 AND 12 O.C. FiE"LP
<br />- R oor r)I APHRl l A M NA U NG 5CW b 'I - �
<br />HA LOICATION& t?
<br />�. ZM I E I"Nt SHALL BE CON$IDEREtl SPECIFIC HAZARDOUS LOCATIONS r OR 111E '
<br />1, CLAXJNG IN SWNGtNG DOORS AND FIXED ANU SLIDING PANELS OF SWING ( PAM) ,i
<br />( ) t�offFt ASSE:3lI8..tE8.
<br />Z GUWNO IN DOCkt5 AND WADS OF ENCLOSURES FOR HOT TV$%. MJIRU>OM!. SAUN STEAM Ii(�M ;
<br />C]A1111118 SI40iME1i3 AND Of}i€R SUCH I'AQ11tIES YiktERE Si1CN.INd' IS CCJ�fi INOFiI 914rrtm)
<br />OR I MEMRIED HORIZONTALLY FROM A STANOINO OFD WAi k SUHFA WTHIN THE ENCka E AND }
<br />YRFip9E THE HOT" EDCE OF THE E�O� c:LAZiN6 45 LESS' MAN 60 INCHES (1524mm), MEASURE[) ;
<br />WERTICALLY, ABOVE SUCH STANDING OR WAl)gNG SURFACES.
<br />3. O WNG IN AN INDIVIDUAL FTM OR OPERABIX PAIUL ADJAGENt TO A DOOR Y4liERE THE NEAREST 1.
<br />VERTICAL EDGE iS VNTHIN A 24 - INCH (81 mm) RADIUS OF THE DOOR iN A CIQSED POS111ON AND WOSE
<br />ROTIOM li. OE 19 LESS 114M 60 INCHES 1524 mm) ABOVE THE FLOOR CR WALKINK3 SURFACE.
<br />GLAi'_1N0 W �tMLg PETt3' IA.
<br />QICAR TO T1iE PLANE F' 'THE DOOR IN A CLOSM POST - TION IN
<br />t �
<br />OR WiTIAN gVVtU�NG UNITS IN GROUP R2 SHALL HE SU1JECT i0 2405.2.1(4)
<br />s' 4.
<br />M U�'.�1}flMT 1MEETS All. OF i F O CUNOiil 1V 11IMSE LOCA11ON pti%Mt8t0 IN ITEUS
<br />40 EXPOSW AREA Cllr AN IN061DUAL PANE GWATTR THAN 9 sq It 1164m2). 3
<br />4x I�3p0TTOM ED LESS THAN 10 INCHES � 497 mm) �Ag80YE�}THE FLOW.
<br />U ONE $ MORE " 0XU% A U�ACES NA1 g M M TNCVW(914rrtmf %'R1L0NTALJY OF THE PLANE o
<br />THE GLAZING.
<br />5. ALL GUWNQ iN FIAiL1NGS REGARDLESS OF AREA OR HEIGHT A.9OVE A WALIONG SUWACE NC UOiNG
<br />STRUCTURAL BALUSTER PANEELS AND NONSTRUCTURAL IN -FILL PANELS,
<br />S. GLAZING IN WALLS AND FM MS ENMOSING INDOOR AND OUTDOOR SWMWN4 POOLS AND SPAS WIRE
<br />WAL NG A C OF THE GL F TH 1511 (1) LESS 1V 60 INCIiE i i 2tSmm_) A 4-
<br />Al1UNG UF�ACtf E POOL SlOrr 0F' THE fG AN0 2 1HE t�„AZI {S WA IN 80 INCFtr3
<br />1626 mm HORIZ T Y OF THE WATER'S EDGE Or: � 51MMi� a PO OL_OR $PA. TI SHALL APPLY
<br />TO SINGLE GLAZiNG AND ALL PANES IN MULTIPLE GLAZING.
<br />REGUIRE L) SAFETY GLAZING IN 14AZARDOUS L.CXATIONS FM 2405.2
<br />. ss•. 4:. 4 ' �F. �'- itii4�'+#.. ri#+.� ;!r�'?'...�%.T�9 "l�.S.'� :..�.A�wwf�w.X: . .. +. w�.!. r• �µ.:. w. w+-0 M-.+ N,. ar .ruvuu..w.uy..�..ha..rw..rx.N 4w#
<br />NIF' END
<br />kid
<br />.-._ .... t i e t to W'1 -10
<br />�U iAIO
<br />M
<br />,�a�w PAUL
<br />40 9 T 14�d� 13u` 0 11e � �. Imo' MA - I ..
<br />i t 1 61P 0V d iy e - - rg1`d ►FEE`
<br />MPS F-01'40'
<br />ts'1' 40'
<br />1t�4,2 IN�iUGAr"IG•N .��.,.� I
<br />Awl
<br />�.�' M1H ►IJ'Irp
<br />4&Ao F... +.
<br />t .� 6 trill. Y.� oNG�>IrAN
<br />"Mr. TxeArep ilul
<br />ma=y
<br />A,
<br />dNt lot1 ' G VtJ
<br />• ��"�srw� �aNaalndt>j �1� �-r
<br />TYPICAL WAIL SECTION
<br />N.T.S.
<br />( D lE° �`f t WA LL. i 3 1 E3 L. i- �� . l"�
<br />` # I Eno P6 & d�' , , . - 4 � t L.6-- G xr_L. , a F'gt4ta -- -r-o 1 �45'1'Ai L t f•l6
<br />i:rik ( - �•o
<br />T: - M 9A j§ � t L Ae , i stir i �." i t j f - 3 d Lt tit W(A b L. t~i :a T 1~c► x t st s�.
<br />hi al'�LS wherrethe high wind i 120 mph or more+ot within 1 mile of die coast where the
<br />w'iad3 n.re 110 mph or higher- buildings must be'designed to protect exterior windows
<br />and glass doors from the impact of debris tossed by the wind. Or, buildings must be made
<br />Strong enough to witllst nd the change in air pressure should debris pierce a Nvindow or
<br />glass door during a High -winds storm.
<br />Opflon>s For Windows And Glass Doors
<br />♦Plywood shields can be used to cover them, The p 1 y wood must be at least 7 /164,nch
<br />thick and the contractor must cut them and instal the anchors for them around windows
<br />and doors,
<br />♦Shutters that meet impact tests for the location
<br />♦Impact - resistant windows and doors,
<br />1- #5 OAR 5E.M1
<br />ri MIN
<br />95 SAR W/ 5TD 90' HOOK
<br />EMBEDDED 6" INTO TOP LINTEL
<br />BLC�K. LAP St�i„ICE 25" -- �- ---• -� �' ,
<br />45 15AR ARTiCAL i ZW.
<br />IN 4ROUT1=50 CE L L,
<br /># 5 F`OCTN5 DC II.& . to/ BID W*
<br />POOK EMBEDiDED 6" mN N RXTNG
<br />(5° MN IN 8" TWK FOOTiWS) MP U11T',•1
<br />25" LAP LEWSTH ABOYS 5LAE3
<br />4OUT
<br />Pr-D
<br />N:;VTING
<br />_•..... wrwr. �..+- �- w. w. r.. rw...+_..+.-.- w+•+..+ i.w,r.ti%r.r.yi.rro•._¢4.Y.nY.Wr _-.+ rrN+ u..•... s..-.f.�anawee.i,++i...af...rt._
<br />I
<br />I
<br />2 d�
<br />i
<br />f-1 fir,/ 2
<br />r rze
<br />I
<br />i
<br />r
<br />FIRE PLACE SECTION
<br />R.T.S.
<br />V i
<br />C
<br />� J
<br />I
<br />i
<br />I
<br />i
<br />I
<br />WIND -SORNE DEBRIS PROTECTION FASTENING SCHEDULE
<br />FOR WOOD STRUCTURAL PANELS
<br />+ w.».. w... ..w.. +w...«...,•.r�.......... w.wr r,.,... �• 4.-- ..v.w.- w.w..aw..,r.+•..w + >.w.
<br />FASTENER � -� " FA$ TENER SPACING (In.)
<br />Panel $pen 5 2 fit 2 ft -c Palnat Span 4 It a Panef Span 8 ft < Panel Span
<br />< _4tt i8ft �e8ft
<br />N4 � M �
<br />12 9
<br />2 11 #3 Wood Screws3 _ 16 16 y 16 12
<br />Double- FTeadcd Naila 12 6 4 3 •••'••"'- •"••- -""" -"
<br />Sh i irsch-23.4 mm 1 foot- mm
<br />Notes:
<br />1. This table Is based on a maxitnum wfbd speed of 130 mph (58 rn/s) and mean roof height of 33 feet 00 rn) or less,
<br />2. Faste e-ts shtdl be installed at opposing ends of the wood structural panel. ••"
<br />3. Where screws are attached to masonry or masonry /stucco, they shall be attached using vibtation- resistant anchors having a m'llimum withdrawal capac-
<br />ity of 490 lb (2 ISO kN ).'
<br />4 Natls shall be i Od common or 12d box double- headed nails,
<br />WIND WuirEC ION
<br />FIGURE IW8.2b
<br />MAIN WIND FORCE LOADING DIAGRAM
<br />i
<br />LL
<br />WJ
<br />!A
<br />ti
<br />o
<br />�
<br />iml;
<br /><
<br />2!
<br />re
<br />I �
<br />f
<br />I
<br />V i
<br />C
<br />� J
<br />I
<br />i
<br />I
<br />i
<br />I
<br />WIND -SORNE DEBRIS PROTECTION FASTENING SCHEDULE
<br />FOR WOOD STRUCTURAL PANELS
<br />+ w.».. w... ..w.. +w...«...,•.r�.......... w.wr r,.,... �• 4.-- ..v.w.- w.w..aw..,r.+•..w + >.w.
<br />FASTENER � -� " FA$ TENER SPACING (In.)
<br />Panel $pen 5 2 fit 2 ft -c Palnat Span 4 It a Panef Span 8 ft < Panel Span
<br />< _4tt i8ft �e8ft
<br />N4 � M �
<br />12 9
<br />2 11 #3 Wood Screws3 _ 16 16 y 16 12
<br />Double- FTeadcd Naila 12 6 4 3 •••'••"'- •"••- -""" -"
<br />Sh i irsch-23.4 mm 1 foot- mm
<br />Notes:
<br />1. This table Is based on a maxitnum wfbd speed of 130 mph (58 rn/s) and mean roof height of 33 feet 00 rn) or less,
<br />2. Faste e-ts shtdl be installed at opposing ends of the wood structural panel. ••"
<br />3. Where screws are attached to masonry or masonry /stucco, they shall be attached using vibtation- resistant anchors having a m'llimum withdrawal capac-
<br />ity of 490 lb (2 ISO kN ).'
<br />4 Natls shall be i Od common or 12d box double- headed nails,
<br />WIND WuirEC ION
<br />FIGURE IW8.2b
<br />MAIN WIND FORCE LOADING DIAGRAM
<br />
|