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� BOX EAVE FRAME RAFTER ❑PEN CARPpRT (Sheets 4, 6, 7, 9, AND 11) <br /> - - --- - - -- - <br /> �FLASHING <br /> 6' <br /> FLASHING <br /> I LENGTH VARIES DEPENDING ON I 30' MAXIMUM RA�TER SPAN I <br /> NUMBER AND SPAC[NG OF RAFTERS r' <br /> r <br /> TYPICAL SIDE ELEVATION-H�RIZONTAL ROOF TYPICAL END ELEVATION-HORIZONTAL RDOF <br /> SCALE 1/8' = 1'-0' SCALE 1/8' = 1'-0' <br /> � BOW FRAME RAFTER OPEN CARP�RT CSheets 5, 6, 8, AND 10> <br /> =—— — — — LFLFSHiNG <br /> 6' <br /> �FLASHING <br /> (OPTIDNAL) <br /> ���`��tat�t ooei <br /> ` N� �' �'�i <br /> �s � ...e.. Q s <br /> I LENGTH VARIES OEPENDING ON • e��� ^• ��S'� <br /> I 30' MA%IMUM RA�TER SPAN �� •Y� � • .s�,� <br /> NLIMBER AN➢ SPACING OF RAFTERS r �m� \� <br /> r � �: �Q � � <br /> o� � <br /> i <br /> TYPICAL SIDE ELEVATI�N TYPICAL END ELEVATIO -fy� ��� I : , <br /> SCALE iie• = i--o' SCALE iie• = i•-o• o • �AT� � ' �q <br /> :Ca� : �� <br /> INSTALI.ATION NOjES AND SPECIFICATIONS °.�''•'�� P,.•.•�yw:e <br /> ° RI P\ o <br /> 1. DESIGN IS FOR A MAXIMUM 30' WIDE x 14' EAVE HEIGHT ST UCTURES. �s,S���S� o�A'��e •�v9�� <br /> Z. DESIGN WAS DONE IN ACC�RDANCE WITH THE 2010 FLORIDA BUILDING CODE CFBC) WITH 2O12 SUPPLEMENT AMENDMENTS, SII �N+►�' ,,0�0 <br /> 2006 INTERNATI�NAL BUILDING CODE (IBC), 2009 IBC AND 20 2 IBC. g�BAQE��l1 , <br /> 3. DESIGN LOADS ARE AS F�LLOWS• <br /> A) DEAD L�AD = 1.5 PSF <br /> B) LIVE LOAD = 12 PSF <br /> C) SNOW L�AD = 20 PSF <br /> 4. LOW ULTIMATE WIND SPEED 105 T❑ 140 MPH (N�MINAL WIND SPEED B1 T❑ 108 MPH)� MAXIMUM RAFTER/POST AND END POST <br /> SPACING = 5.0 FEET <br /> 5. HIGH ULTIMATE WIND SPEED 141 T❑ 170 MPH CN�MINAL WIND SPEED 109 T❑ 132 MPH): MAXIMUM RAFTER/POST AND END POST <br /> SPACING = 4.0 FEET. <br /> 6. RISK CATEGORY I. <br /> 7 WIND EXP�SURE CATEG�RY B. <br /> B. SPECIFICATIONS APPLICABLE T❑ 26 AND 29 GAUGE METAL P/�NELS FASTENED DIRECTLY T❑ 2 1/4' x 2 1/4' - 14 GAGE TUBE STEEL (TS) <br /> FRAMING MEMBERS. I <br /> 9. AVERAGE FASTENER SPACING ON-CENTERS AL�NG RAFTERS �R PURLINS, AND POSTS (INTERIOR �R END) = 6 INCHES. <br /> 10. FASTENERS CONSIST ❑F 1/4'-14x3/4' SELF-DRILLING FAST�NER (SDF), USE CONTR�L SEAL WASHER WITH EXTERIOR FASTENERS. <br /> SPECIFICATIONS APPLICABLE �NLY F�R MEAN ROOF HEIGHT bF 20 FEET ❑R LESS, AND R�OF SLOPES �F 14' (3:1z PITCH) ❑R LESS SPACING <br /> REQUIREMENTS F�R ❑THER RO�F HEIGHTS AND/OR SLOPES M' Y VARY <br /> 11. GROUND ANCH�RS CONSISTING OF t#4 REBAR W/WELDED NUT x 24' LONG MAY BE USED F�R LOW WIND SPEEDS ❑NLY <br /> 12. GR�UND ANCH�RS SHALL HE INSTALLED THROUGH BASE RAIL WITHIN 6' ❑F EACH RAFTER POST ALONG SIDES FOR HIGH WIND, EVERY <br /> ❑THER P�ST FOR L�W WIND. <br /> 13. ❑PTIONA� BASE RAIL ANCHORAGE MAY BE USED FOR LOW AND HIGH WIND SPEEDS. <br /> MOORE AND ASSOCIATES . �A�N sY: .�s BENNETT BUILDING SYSTEMS,LLC <br /> ENGINEERING AND CONSULTING� 11V�C. HECKED BY: PDH OPEN CARPORT <br /> rNIS GOCUENT IS TtE PROPERTr OP �OORE �wp�SSOCI�TES, I�G r�E I OJECT MGR: vSM DATE� B-21-14 SCALE� NTS JOB t� 121175 <br /> tNWT�RIZED REPRODUCiION,COPYIt+G,OR OitERVISE lfSE 0� iHIS OOCIIENT IS <br /> LER`,I�CT�T�IBITE��ND iWtt IKRInGE�ENi itEREUaON w�r BE SuB�ECi TOI LIENT: - HT. 3 DVG. N� SK-1 V� 3 <br />