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� BOX EAVE FRAME RAFTER OPEN C RPORT CSheets 4, 6, 7, 9, AND 11) <br /> --- <br /> ---- <br /> --- - <br /> — - - ----_.....— .. - --__.._._.._--- <br /> � FLASHING <br /> 6' <br /> �LASH[NG <br /> I LENGTH VARIES DEPENO[NG ON I 30' MA%IMUM RAFTER SPAN I <br /> NUMBER AND SPACING OF RAFTERS r� <br /> r <br /> TYPICAL SIDE ELEVATIDN-HORIZONTAL ROOF TYPICAL END ELEVATION-HORIZONTAL ROOF <br /> SCALE 1/B' = 1'-0' SCALE� 1/8' = 1'-0' <br /> � BOW FRAME RAFTER OPEN CARPOR CSheets 5, 6, 8, AND 10) <br /> -- --- --' �FLASHING <br /> 6' <br /> V"LASHWG <br /> (OPTiONaU <br /> �deosi�r�r ��. <br /> o�° �a. s0�i <br /> �e ���..oe.. �O �o <br /> LENGTH VARIES DEPENOING ON 30' MA%IMUM RAFTER SPAN 0, o•����H �•����II <br /> NUMBER AND SPACING OF RAFTERS � p `, y o �' <br /> e� � IVO Y 1 � �� <br /> � � C <br /> TYPICAL SIDE ELEVATION TYPICAL END ELEVATI❑I� ;G v � <br /> 1//�//� ;�s <br /> SCALE iie• = i�-o' SCALE iie• = i'-o• s�"� ��A�E F . �� <br /> INSTALLATI�N NOTES AND SPECIFICATIONS °��.(�'.��`E �.;`��e� <br />� ,s�s�S•., O R a •'C? w� <br /> 1, DESIGN IS F�R A MAXIMUM 30' WIDE x 14' EAVE HEIGH STRUCTURES. �� s �'e�a�• � �q� <br /> 2. DESIGN WAS D�NE IN ACC�RDANCE WITH THE 2010 FL�R DA BUILDING CODE (FBC) WITH 2O12 SUPPLEMENT AMENDMENTS, '��/��9';; �����, <br /> 2006 INTERNATIONAL BUILDING CODE CIBC), 2009 IBC AN 2012 IBC. <br /> 3. DESIGN L�ADS ARE AS F�LLOWS� <br /> A) DEAD LOAD = 1.5 PSF <br /> B) LIVE L�AD = 12 PSF <br /> C> SNOW L�AD = 20 PSF <br /> 4. L�W ULTIMATE WIND SPEED 105 TO 140 MPH (N�MINAL IND SPEED B1 T❑ 108 MPH): MAXIMUM RAFTER/P�ST AND END POST <br /> SPACING = 5.0 FEET, <br /> 5. HIGH ULTIMATE WIND SPEED 141 T❑ 170 MPH (N�MINAL IND SPEED 109 TO 132 MPH): MAXIMUM RAFTER/POST AND END P�ST <br /> SPAC[NG = 4.0 FEET. <br /> 6. RISK CATEGORY I. <br /> 7 WIND EXPOSURE CATEGORY B. <br /> B. SPECIFICATI�NS APPLICABLE T❑ 26 AND 29 GAUGE MET L PANELS FASTENED DIRECTLY T❑ 2 1/4' x 2 1/4' - 14 GAGE TUBE STEEL CTS) <br /> FRAMING MEMBERS. <br /> 9 AVERAGE FASTENER SPACING ON-CENTERS ALONG RAFT RS ❑R PURLINS, AND P�STS (INTERIOR ❑R END) = 6 INCHES. <br /> 10. FASTENERS CONSIST OF 1/4'-14x3/4' SELF-DRILLING F STENER (SDF>, USE CONTR�L SEAL WASHER WITH EXTERIOR FASTENERS. <br /> SPECIFICATI�NS APPLICABLE ONLY FOR MEAN RO�F HEI HT ❑F 20 FEET �R LESS, AND R�OF SLOPES �f 14' (3:12 PITCH) ❑R LESS SPACING <br /> RE�UIREMENTS FOR ❑THER R�OF HEIGHTS AND/�R SLOP S MAY VARY <br /> 11. GROUND ANCH�RS CONSISTING OF #4 REBAR W/WELDED UT x 24' L�NG MAY BE USED FOR L�W WIND SPEEDS ONLY <br /> 12. GROUND ANCH�RS SHALL BE INSTALLED THROUGH BASE AIL WITHIN 6' ❑F EACH RAFTER POST ALONG SIDES F�R HIGH WIND, EVERY <br /> ❑THER P�ST F�R LOW WIND. <br /> l3. ❑PTI�NAL BASE RAIL ANCH�RAGE MAY BE USED F�R L❑ AND HIGH WIND SPEEDS. <br /> MOORE AND ASSOCIATES DRAVN BY: JRS BENNETT BLTILDING SYSTEMS,LLC <br /> ENGINEERING AND CONSULTING� INC. HECKED Br= PDH OPEN CARPORT <br /> TNIS DOCUNENi IS f�E PROPERfr OF MOORE iwD�SSOCI�iES, INC. iNE OJECT MGR: VSM DATE= 8-21-1� SCALE= NTS .lOB P� 121175 <br /> uwulTtbRIZED REPROOUCTIW,COPrING.OR OTHERVISE uSE OP TXIS NT IS <br /> SiRICi�r aRp+IB17ED rwD N+r UiRINGE�ENi iHEREUPdr w�r BE SUB.IE T TO <br /> �ECK �crloK LIENT: - SHT. 3 DVG. N� SK-1 V� 3 <br />