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��X EAVE FCRAMLE oRAFQTER ENCL�SED BUILDING r[`� CSheets 3� J� O� O� 7� 10, F1ND 12) R�LL-UP ➢DOR SWINGING ➢�OR i� (AS APP�ICNBLE) (AS aPPL1CABLt) � "'_'__—_' ___'._.._..___ �__':-:-__._..""_'_�._"'___ � _- ""__"__—_",. —.._ '_____' — _' 6' "__ —— —' ____--= -____._____'— _ FLASHING - _ ____"_ �i __'' ' __ _ ___ _—_ -_ —_—' _'- k _ -___"_ - _'___"_ _ FLPSHING =__— __ _" __ _ '_ �. ___ ___-_" _ _"_-—_ _ ' '_'_'_- --_- �I __ _ _ __— _ — ___ '_ _ _— ] '__'__ _ -______"'_--_ _ ____ -_ 1 IN MBERT A OASPACINGPOF�RAF ERS I I 30' MnXIMUM RnFTER SPnN I ' r� i --i ' TYPYCAL SIDE ELEVATION-HORIZONTAL RDOF TYPICAL END ELEVATI�N-HORIZ�fV�'�L. RO�� SCALE 1/6" = 1'-0' SCALE� 1/8' = 1'-0' �� �B�W FRAME RAFTER ENCL�SED BUILDING � �Sheets 4, 5, 7, 8, 9, AND 11) ROLL-UP DOOR SWINGING DOOR CAS APPLILi18LE1 (AS AI'PLICP&LE) "____'' '_._"__-__""'" ""_"__"""'_"_' t ___'' __-'_"'__ ____ -—_— -� (. -___ ___ ' -__ '___ _1-'_"'_ -__ �, ' -- '_ "- ' " """ .�.- __ _ -..--:----..� . �.�:...� ._. . ..� - ...�._._.. ..:.: - _` . _._ , .:`...;_ __.:^"" �_ " "...,^ ... �_.- _::::.c. �.. ....._-___ �� ' _� - ._...__._-_'_--�-_—=�_�--��_. �=�_._-�" f .," ' _. ._.._.."____"_._._ . .,.'""_'__' _"_'_"' ""-_"'___'"_"__"_"'_""" � __"'_' '_""'_'............."' '._"___"___"_'__'__ __, ___" '_"' _- _'_"'_._._ - '_'.._._'__ _'_"_ � _'_' _ -...'_._ "'_�'"..'_'_....""_''.._"_" � "__ _'_ '_.___ —"_,—�.__ ='__"__'__-' _ l ;__""�— FLASHING -------'- ""_...�—_'_""_'_ .._,_.____'__-�. _ —_.:_'-: 4. ____--_ __ _"_"_ 6. _____- ____"' " "'- _'_' C: ___ __.—_ _'_____.__ _ _ �� :..._,--..^ ^ . . _ _ c.. - �..-_..� _ _ _ _ . . .....�.. .. ��:_... _';'. _ _ - _ __ _ _�i- ""':_�.. .. - . -� . "' ' ` ' .....` _ _—_'____ " _ '"_ ' - __ ".__ _ ___ _- � —__ -_—"— ` �'-- I '"'-__�..__�.___`_.._ __'_— _ LENG7H VqRIES DEPENDING ON I �i ( NUMBER ANO SPACING OF RAFTERS 1 I 30'MA%INUN RAFTER SPPN � E{� ..� , f� TYPICAL SIDE ELEVATI�N TYPYCAL END ELEVA�I❑�A � SCALE� 1/B' = 1'-0' SCALE� 1/8' = 1'-0' � INSTALLATI�N PLANS, DETAILS AND N�TES ; FRAMING AiVD FASTENER SPECIFICATIDNS '; 1, DESIGN IS FOR A MAXIMUM 30' WIDE x 14' EAVE HEIGHT STRUCTURES. ` 2. DESIGN WAS DONE IN ACC�RDANCE WITH THE 2010 FLORIDA BUILDING CODE (FBC), 20D6 INTERNATIONAL BUILDING CODE CIBG AND 2009 IBC. 3. 2010 FBC WIND PRESSURES GOVERN ❑VER 2006 IBC AND 2009 IBC WIND PRESSURES. 4 DESIGN �OADS ARE AS FOLL�WS: A) DEAD LOAD = 2.5 PSF � H) LIVE ��AD = 12 PSF C) DRIFT SNOW L�AD = 24.2 PSF �J 5. ULTIMATE WIND SPEED 115 TO 150 MPH WOMINAL WIND SPEED 89 TO 116 MPHA MAXIMUM RAFTER/POST AND END POST SPaCWG = 5.0 FEET 6. ULTIMATE WIND SPEED 15t TO 180 MPH (NOMINAL WIND SPEED 117 T� 139 MPH): MAXIMUM RAFTER/P�ST AND END POST SPACI�G = 4.0 FEET 1 7 RISK CATEG�RY I ❑R II. ; 8. wIND EXPOSURE CATEGORY B, C, ❑R D. �I �I' 9 SPECIFICATIONS APPLICABLE T❑ 26 AND 29 GAUGE METAL PANELS FASTENED DIRECTLY TO 14 GAGE STEEL TUBE RAFTER FRAMES. i,_{ 10. AVERAGE FASTENER SPACING ON-CENTERS AL�NG RAFTERS ❑R PURLINS, AN➢ POSTS QNTERIOR OR END> = 6 INCHES. 1 1L fASTENERS CONSIST pF 1/4'-14x3/4' SELF-DRILLING SCREWS WITH CONTR�L SEAL WASHER, SPECIFICATI�NS APPLICABLE ❑NLY F�R i�, MEAN ROOF HEIGHT ❑F 20 FEET ❑R LESS, AND R��F SL�PES OF 14' C3�12 PITCH) SPACING REQUIREMENTS FOR OTFIER R�OF HEIGHTS y AND/OF' SLOPES MAY VARY 12. GROUND ANCHORS C�NSISTING OF #4 REBAR W/WELDED NUT x 24' �ONG MAY HE USED F�R LOW ( < 116 MPH NOMINAL) WIND SPEEDS ONL'! 3. GROUND ANCH�RS SHALL BE INSTALLED THR�UGH BASE RAIL WITHIN 6' OF EACH RAFTER POST ALONG SIDES. 1a OPTIpNAL BASE RAIL ANCHORAGE MAY BE USED F�R L�W AND HIGH ( > 117 MPH - 139 MPH NOMINAL) WIND SPEEDS. i �� MOORE AND ASSOCIATES 1,IN BY� .l2S CiGNNETT BUILDING SYSTI�MS,I.LC 'I ENGINEERING ANID CONSULTING, INC. �, p� CNCLOSED 13UILDWG E ,ws msu�r s,��rr��wm�smcu,ES.na,� �a vsM �, n-�2-� r�rs �. a2a4.�s �� �erwrt�oeam�r�,cvrww ae onavne u��nas aaaaort�,s sma�n.v�m am ewr a�ren�otr nmro�w►r s�mo.acr m f� ��.ncr� � - VG. K-3 ., o