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❑ BOX EAVE FRAME RAFTER ENCLOSED BUILDING ROLL-UP DOOR SWINGING DOOR <br /> (Sheets 2,4,5,7,8,9,and 11) (�applicable) (As applicable) <br /> I--6' FLASHING <br /> FLASHING -- <br /> LENGTH VARIES DEPENDING ON <br /> NUMBER AND SPACING OF RAFTERS 30'MAXIMUM RAFTER SPAN <br /> TYPICAL SIDE ELEVATION-HORIZONTAL ROOF TYPICAL END ELEVATION-HORIZONTAL ROOF <br /> SCALE.1l8'=1' SCALE.118'=1' <br /> ❑ BOW FRAME RAFTER ENCLOSED BUILDING ROLL-UP DOOR SWINGING DOOR <br /> (Sheets 3�4�s�7�8,and 10) (As applicable) (As applicable) <br /> I FLASHING <br /> I�6' <br /> LENGTH VARIES DEPENDING ON <br /> NUMBER AND SPACING OF RAFTERS 30'MAXIMUM RAFTER SPAN <br /> TYPICAL SIDE ELEVATION NPICAL END ELEVATION <br /> SCALE.1l8"=1' SCALE.1/8.=1' <br /> METAL FRAMING AND SIDING PREFABRICATED BY INSTALLATION PLANS AND DETAILS FRAMING AND FASTENER <br /> BENNETT BUILDING SYSTEMS,LLC <br /> 1660 DIXON AIRLINE ROAD SPECIFICATIONS METAL CARP(�'���[6'�����p��W��.��r1LL <br /> AU�USTA,GA 30906 FOR CONSTRUCTION IN THE STATE OF FLORID EU�j�"j�f����.��,�,,���kzD�BUILDING <br /> �'ODE NATIONAZ EL�C��C��DEA <br /> THESE ENGINEERING DRAWINGS ARE THE PROPERTY OF PREPARED BY• � <br /> BECHTOL ENGINEERWG&TESTING,INC.AND J&B BUILDING BECHTOL ENGINEERING AND TESTING,INC. CITY OF ZEPI�'j�jjLL�O1�jNA�iCES� <br /> SERVICES,INC. THESE DRAWING MAY NOT BE REPRODUCED 605 WEST NEW YORK AVENUE <br /> WITHOUT THE WRITTEN CONSENT OF BECHTOL EN�INEERING DELAND,FLORIDA 32720 <br /> &TESTING,INC.,AND J8B BUILDING SERVICES,INC. Certificate of Authorization No.5492 <br /> THIS IS TO CERTIFY THAT THE CALCULATIONS AND <br /> SPECIFICATIONS HEREIN HAVE BEEN PREPARED GENERAL NOTES: ��'���a�1,�4�' <br /> BY THE UNDERSIGNED PROFESSIONAL ENGINEER, �> .., ���� <br /> 1 RISK CATEGORY I OR II. �rt'� _��� <br /> AND ARE IN ACCORDANCE WITH THE i`� t j�lY •� / <br /> 2. WIND EXPOSURE CATEGORY B,C D. �, <br /> REQUIREMENTS OF SECTION 1609 OF THE 2010 �'��'� �rt,�j���' -�/ <br /> 3. ULTIMATE WIND SPEED 115 T015�, I . �jV SP��D� <br /> FLORIDA BUILDING CODE. THE PLANS ARE VALID �� '��1�E''4�FPH):' <br /> UNTIL THE NEXT REVISION OF THE FLORIDA MAXIMUM RAFTERIPOST AND END POST SP CI , <br /> BUILDING CODE. 4. ULTIMATE WIND SPEED 151 T0180 MPH(NOMINAL WIND S .�7 T0139 M <br /> ��11I I I I II��� MAXIMUM RAFTEWPOST AND END POST SPACING=4.0 FEET � �� <br /> 5. AVER,4GE FASTENER SPACING ON-CENTERS ALONG RAFTERS OR PURLINS,AN OSTS(INTERIOR OR <br /> BECH� Q�1 � �TING,INC. END)=61NCHES. <br /> 605 wE �E '� /� 6. SPECIFICATIONS APPLICABLE TO 26 AND 29 GAUGE METAL PANELS FASTENED DIRECTLY T014 GAUGE <br /> Cert�� � ,$ � ��.* % STEEL TUBE RAFTER FRAMES. <br /> _ �v � � 7 FASTENERS CONSIST OF 114"-14X3/4"SELF-DRILLING SCREWS WITH CONTROL SEAL WASHER. <br /> / SPECIFICATIONS APPLICABLE ONLY FOR MEAN ROOF HEIGHT OF 20 FEET OR LESS,AND ROOF SLOPES <br /> � .�t /' � / OF 14°(3:12 PITCH). SPACING REQUIREMENTS FOR OTHER ROOF HEIGHTS AND/OR SLOPES MAY VARY <br /> ��� � „� 8. GROUND ANCHORS REQUIREMENTS ARE 1�EACH CORNER AND ONE EVERY OTHER INTERIOR <br /> Floride�ce t N�o.38538��P Q� � RAFTER POST LOCATION,AT A MAXIMUM OF 10'O.C.,AND BOTH SIDES OF OPENINGS WHERE BASE R,41L <br /> IS ABSENT <br /> /� , FLO,�'� ��� 9. GROUND ANCHORS ARE NOT REQUIRED WITH CONCRETE SLAB CONSTRUCTION. <br /> �� �OL ENG/NEER/NG <br /> _ TEST/NG, ;,,�. J&B BUILDING SERVICES, INC. <br /> CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS <br /> CertKwte of Authoriza6on No.5492 <br /> FIELD: CHECKED. JFj DATE: 8—�CJ_12 PRO�.No. G 10132 <br /> o�WN: RR APPROVED: TB S�^�E. NOTED SHEET 1 OF 11 <br />