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�� <br /> INSTALLATION PLANS 8c DETAILS o <br /> FRAMING 8c FASTENER SPECIFICATIONS rM�M <br /> METAL CARPORT STRUCTURES �o� <br /> �� � m <br /> "A" �RAM ED RAF-TER M°�� <br /> I � <br /> rno�Z <br /> OPEN BUI �DING w <br /> w <br /> > <br /> FOR CONSTRUCTION IN THE STATE OF FI.ORIDA �� � <br /> `..J � <br /> � Z <br /> 3:12 ~N ~ <br /> F�-I <br /> N w LJ <br /> c0 U p 7 <br /> M Q� �� �r__� � <br /> 41 �� <br /> � � �r'� <br /> W� <br /> a U ~j F+�1 <br /> >a �L� � <br /> �n w <br /> w �w <br /> �EXISTING OR FINISHED GRADE <br /> F�-VARIES - SEE SPECIFIC PLANS-�-I w � <br /> � � <br /> 1 NPICAL ENDWALL FINISH ELEVATIONS <br /> S1.0 scue: N.r.s. <br /> W � <br /> x � � <br /> U � W <br /> � aH <br /> � � � <br /> �. � <br /> Wa � <br /> M � �s � � a <br /> �� ox � <br /> Q� � Waa <br /> �N � NF <br /> L ORK HALL i��IPLY 'IT A L �w " w <br /> EXISTING OR FINISHED GRADE p R E V A � W <br /> COD Ti C CODE ND �' <br /> I�---��-���.��� <br /> CiTY OF ZEPHY L IN�aN�r� <br /> �21TYPICAL SIDEWALL FINISH ELEVATIONS � <br /> st.o scn�e N.r.s. <br /> �c <br /> �o <br /> n N <br /> GENERAL NOTES. �.o <br /> r <br /> 1,WIND IXPOSURE GTEGORY 8 G(.�y4l.0 ��,_,r� ^� �_�� a Q <br /> 2. H�ISIC WIND SPEED 3-SECOND GUSf OF 100 TO 130 MPH: `'°- L <br /> MA1(IMUM RAFTER/POSf AND FND POST SPACINC - 5.0 FEEf L <br /> 3. HlSIC VIIND SPE�D 3-SECOND GUSf OF 130 MPH: -----_ <br /> IM7(IMUM RAFfER/POSf SPACINC AND END POSf SPACINC� 4.0 FEEf " �� <br /> 4.AVERAGE FA5fFNFR SPACINC ON-CENTERS ALONG RAFfERS OR PURLINS, �T� �� �yE�'HY RHILL� Y o <br /> 5. PECFlCA110(NS��PLICABLENO�298GMKE�(100 TO 130 MPH) ME7AL PPNELS �'LANS EXAMINC[�y W� <br /> (WRH FY�BOKSI, AWN RIB HOCHT OF 7/8'(GALVANQm OR PNNfID SfEF1) Lf�, I�� m:�� <br /> FASTENED DIRECTLY TO 12 GA. S1EE1 TUBE RqF7ER FFqM6/HAT CHPNNEIS '-----_,_�__ ��F <br /> 6. FlSTENERS CONSIST OF 1/4'- 14 X 3/4'SELF-DRIWNC SCREWS ""— �aoQ <br /> WffH COMROI SFi1L WASHERS U U 0 <br /> 7.SPECIFlCATIONS APPUCABLE ONLY FOR MEAN ROOF H�GHT OF 20 fEEf OR LESS <br /> AND ROOF SLOP6 OF 74' 3:12 PRCH. SPACING REOUIREAIEMS FOR 07HER <br /> ROOF H�CHfS AND OR SLO ES MAY VHKY.) c� <br /> 8. GROUND ANCHOR REWIREMENIS ARE ONE AT EACH CORNEft AND EVERY OTHER w <br /> INTERIOR RAFfER PoST IACATION,AT A MAXIMUAI OF 70'O.C.,AND BOTH SIDES � <br /> OF OPENINGS WHERE B/SE RAII IS ABSENf. <br /> O <br /> �AR�N6'�/C ORS ARE NOT REQUIRm WRH CONCREfE SUB CON5fRUCf10N. � \ <br /> � o <br /> w ,,, <br /> ESIGN CRITERIA: CERTIFICATIGti � <br /> a � <br /> U <br /> CODE. FBC 2010 IMPORTANCE FACTOR= WIND 0.87 � <br /> GROUP USE. U (CARPORT & BARNS) THE CALCULATIONS/SP�GFlChT10N5 CON7AINE0 IN THESE DRAWINGS � � � <br /> IC WIND VELOCITY� 0 MPH LOAD COMBINATIONS. F1AVE BEEN PREPARED IN ACCORDANCE WITH THE REOUIREMENTS OF O <br /> SEC 160 P THE 2010 ORIDA BUILDING CODE � � � <br /> ROOF . 2 PSF DL+LL, O.6DL+WL � p d, <br /> DL+0.75LL+0.75WL �+ <br /> ROOF LNE LOAO' 20 PSF /' /� N <br /> t <br /> COMPONENTS k CLADDING - 26.97 PSF CURTIS E. KEEN, P5�'23836, CA�3761 �] � <br /> PRESSURE ROOF/WALL + 31.00 PSF W <br /> � � <br />