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<br /> _ — �'��.w'/•4AFTERERAME,.EIMfJ FOST,Gl20URID ANCyOR R1UD NANL°L FASTEMER SPAC�fVG_ _ _ _ ���Q�O�{�`,y yG��D�ASTEIVER SP�C��1CI�i��1O�lS �
<br /> SPEClF1CATIONS - -�-----�`J---l=—= - - -
<br /> AVERAGE FASTENER SPACING FOR CONSTRUCTION IN TFIE € F
<br /> ON-CENTERS ALONG RAFTERS OR STA7E oF FLORIDA �
<br /> MAXIMU�tI PURLINS,AND POSTS OR GIRTS �
<br /> ULTIMATE NOMIPdA1L POST/RAFTER ���CHES) PREPARED FOR: �
<br /> ���� CAROLINA CARPORTS,INC.
<br /> EXPOSURE ��ND SPEED WIND SPEED SPACIMG IhITER1�R END
<br /> P.O.BOX 1263
<br /> CATEGORY (MPH) (MPH) (FEET) POSTSIRAFTERS POSTSlRAFTERS DOBSON,NORTH CAROLINA 27017 j
<br /> P
<br /> 115 TO 150 89 TO 116 5.0 6 6 PREPARED BY.•
<br /> � B,C,O�D B�CHTOL ENGINEERING AND TESTING,INC. 3
<br /> 151 TO 1II0 117 TO 139 4.0 6 6 6D5 WEST NEW YORK AVEN�E b
<br /> - - - - DELAND,RORIDA.32720 x
<br /> NOTE$: 1.SpCcifications appligable to 26 gauge metal panels fastened direcfly to 12 br 14 gauge steel tube bow frames. Certificale of Authoriiation No.�06005492'-'-- - - -
<br /> 2.Fasleners consfst of 1T4'-14X1"self-drilling screws wllh control sea��vasher.
<br /> 3.Specificafions applicabie only for mean roof height of 20 feet or less,and roof slopes of 7°to 27"(1,5:12 to 6:12 pitch).
<br /> Spacing requirements for other roof helghts andlor slopes may vary.
<br /> . � .... . ,.�..- _:. _ _.... . .. . - ..--� ., ..
<br /> COPiCRETE NOTES• �
<br /> (THESE ARE RECOMMENDATIONS ONLY(INCLUDING DIMENStONS OP
<br /> . .:.,..-..,._ , . .._.... .. .. _....._. ................. . _.., FO,l1NDAT10NSFQRBASERAiL,AN.CHOF3AGE:DISPIAYED.ONSHEET30F4j... . �
<br /> BECHTOL ENGINEERING AND TES'fING,IfJC.AND CAROLINA CARPORTS,INC.ARE E
<br /> APPROVED PRODUCTS UST NOT RESPONSIBIE FOR DESIGN AND CONSTRUCTION OF CONCRETE �
<br /> FOUN�ATIONS) {
<br /> �
<br /> APPROVAL CONCRETE SNALL HAVE A MINIMUM SPECIFIED COMPRESSNE STRENGTH OF f
<br /> PROQUCTCATEGORY SUBCATEGORY MANUFACTURER 2SOOPSIAT28DAYS. �
<br /> No.&DATE s
<br /> COVER OVER REINFORCING STEEL �
<br /> STRUCTURAL COMPONENTS ROOF DECK CAROLIIJA CARPORTS,INC. FL6596.R2 FOR FOUNDATIONS,MINIMUM COIJCRETE COVER OVER REINFROCING BARS
<br /> SHALL BE
<br /> 26 Gauge AG Panel 10/09l12 3 INCHES IN FOUNOATIONS WHERE THE CONCRETE IS CAST AGAINST AND f
<br /> STRUCTURAL COMPONENTS STRUCTURAL ItiALL CAROLINA CARPORTS,INC. FL6702.R2 P��NENriY IN CONTACT WITH THE ENRTH OR qCPOSED TO THE EARTH OR �
<br /> 26 Gauge AG Panel 10l09112 W�THER AND 1-112 INCHES ELSEWHERE.
<br /> �
<br /> EXTERIOR DOORS SWINGING ELIXIR INDUSTRIES GA. FL7722.R4 , REINFORCING STEEL:
<br /> THE REINFORCING STEEL SHALL BE MINIM�M GRADE 40, t
<br /> Model 402-14 03114/12 THIS IS TO CERTIFYTHAT THE CALCUTATIONS AND t
<br /> GALVMIIZATION: SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY �
<br /> DCTERIOR DOORS ROLL-UP ASTA INDUSTRIES INC. F16868.R3 TNE UNDERSIGNED PROFESSIONAL ENGINEER,AND
<br /> METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION ANO NOT
<br /> Model 203 04/03/]2 DIRECTLY EXPOSED TO THE_WEqTNER SHALL BE GALVANIZED IN ACCORDANCE ARE IN ACCORDANCE WITH�THE REQUIREMENTS OF
<br /> - WITH ASTM A 753,CLASS B-2.METAL PLATE CONNECTORS,SCREWS,BOLTS AND SECT70N 1809 OF THE FLORIDA BUILDItJG CODE, E
<br /> WINDOWS SINGLE HUNG POCAHONTAS AIUMINUM COMPANY,INC. FL12840.R1 � NAILS EXPOS�D DIRECTLV TOT��THER SHALL HE STAINLESS STEEL OR FIFTH EDITION(2014).THE PLANS ARE VALID UNTIL E
<br /> , Model 100 VS O4f06112 , HOT DIPPED GALVA��$� "� THE NEXT REVISION OF THE FLORIDA BUIIDING �
<br /> ���C� cooE \``1�1111I1lr/l � ;
<br /> � � �RWQ ���i i
<br /> GENERAL NOTES: o��r� BECH70L EN ` at��he (�y+ r 3
<br /> 605 WES7HEW Y Oft1E q
<br /> 1. THESE PLANS PER7AIN ONLY TO THE STRUGTURE,INCIUDING MAIN WIND FORCE RESISTING SYSTEM,COMPONENTS AND CLADDIN'�AR� � l ANCHORAGE.OTH SI�I �j�INCLUDING BUT NOT LIMITED oElAnio,FIORIoq 3 �'.Q �
<br /> , TO PLUMBING,ELECTRICAI�INGRESS/EGRESS,PROPERTY SEf-BACKS,OR OTHER LOCAI ZONING REQUIREMENTS ARE THE RESPO�SIBI YHERS. �(fl G�"' Ce(fificam olAvtnbrizaGonNo. :{VO.38538 1(� ; i
<br /> � 'O r r C�_ '
<br /> 2, THESE STRUCTURES ARE DES�GNED AS UTILITY/STORAGE BUILDINGS CAPABLE OF SUPPORTING�EAD LOAD OF THE STRUCTURE A IC�E LIVE AND WIND LOADS.�t�N�NOT SPECIFICALLY � � �'' - �
<br /> ADDRESSED HEREIN,W�i1CH EXERT ADDITIONAL LOAD$ON THE STRUCTURE SHALL BEAT THE OWNER'S RISK.BECHTOL ENGINEERI ANBtT NG,INC.,SHALL NOT BE N�B� STRUCTURAL DAMAGE OR � ��� r �
<br /> � FAILURE DUE TO THE APPLICATION OFAODRIONAL LOAOS. �J z p�m� , ,„om,s oe�„ ,�.�. ;r ;•'W:
<br /> � (A 0 Flodaaucense . STqTEOF
<br /> 3. ALL STEEL TUBING SHAI.L BE 50 K51 STEEL. �p r(7� �, '
<br /> 4. FASTEN META�ROOF AND WALL PANELS TO FRAMING WITH 1/4"x 1'SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER @ 6'O.�6�(� ��� � //'��/rS�oAi�L 1G`���``` �
<br /> 5. All FIELD CONNECTIONS SHALL BE 1/4°x 1°SELF DRILLING SCREWS. �� o�m � /����������`\ s
<br /> �} f
<br /> 6. ALL SHOP CONNECTIONS SHALL 8E WELDED. u'° , �� �
<br /> 7 BASE RAIL GROUND RNCHOR REQUIREMENTS ARE ONE WITHIN 6"OF EACH POST,AND BOTH SIDES OF ALL OPENINGS. � �� y 4!i`'9 Y'`�O�I Y V I�W �I/'1I"��O�1 0�'� B 1��o �
<br /> 8. CONCRETE EXPA(JSION ANCHORS SHALL 8E WEJ•IT ANKR-TITE MODEL AT7252,OR SLEEVE ANCHOR MODEL HSA 1260,OR E�UIVAIENT. I1� � sae-i5
<br /> 9. POST/RAFTER BRqCING:BRqCE ON EVEFtY POSTlRAFTER CONNECTION,EXCEPT FOR END WALLS AND GABLE EN�S. ` N BECHTOL ENGlNEER1NG �^`^• RR ,'' Ms
<br /> , � AND 7EST/N�,/ne
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<br /> "O'^`O""""A91 � '""'m iB SHEET 1 OF 4
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