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SM BEAM TO WOOD <br /> ENGINEER NOTES WALL DETAIL <br /> 110 <br /> WIND FORCES FBC 1609 MOUNT? I/8"XI I:?" ItECEIVER <br /> EXPOSURE CATEGORY CHANNEL TO WOOD 1i'ALL 11•'; <br /> A B C_I�_ 4 AIOX3" SMS <br /> IMPORTANCEFACTOR <br /> 1 0 1 15 0.87 0.77_ �OUpLF. ?"X4" PT TOP PLATE ?"a SM DEnM <br /> INTERNAL PRESSURE-WALL — <br /> PRESSURE '� <br /> +17 4-21 1 MID WALL � i <br /> +21.5 -28.2 END WALL ' <br /> DESIGN WIND PRESSURE <br /> FOR COMPONENTS MOUNT?"a_5+�18 TO RECL'IVER <br /> MAX COMPONENT = 29 1 � CHnNNL-L 1V� 5 FIOX7!IG" WHII'E <br /> ALL OTHER REQUIREMENTS PER 3 l EK SCREH'S E�CH SIDE <br /> 200'7 FBCR W1TH 2O09 SUPPLEMENTS <br /> � CARPORTS AND SCREEN ROOMS = TYPE I] ° <br /> 0 <br /> i GARAGES, SHEDS AND GLASSROOMS = TYPE V-B ° <br /> � <br /> s rnucru2� t sx6.� rX�lNc s►+uM� �, <br /> ►raTr: �/z' cnr oR oss sl�ueiwLL � �� N �� p E7 A I L <br /> pp�R� THf �pp II[YfC� Cf ]ME <br /> DOU�If i0P PU'fF Y(� TNC /.1� ��� Pu � <br /> rasTUr eY/ce wvls s' o (� �s � �� iA+ /1flD ��IOR PSR ��'� SPEC7F7CJ+TON <br /> �YPROVED SID�O OF (�O]CE P� �� <br /> r .� Mt� IilqE �' A � ��" p7� C�X OR OSE�� TN <br /> rn,cs sw+u '[ fisTW[D To ►� �[ f� t0 h� STUD 00�6T11UGTIOM 7'Y1� 3 �� pN PF,RDr��'-R <br /> s�crsar sP� at coukra[�rt � s�� �W� USE SP1 HURR�11kE CUPS M p�STF.NII� PBR STRUCTURi"L <br /> ps� �:s �o► ►is►Tt ��spt►aok f�s Sp�'pM PlwTE ir SP2 AT DBL TOP 6 .� THE FJF1+D� <br /> �� cuPS swul �t i►t,tEC ►[R k P1ATE TO STUD OQ�INECTIOMS <br /> wOTf. �nY �E !�[[ STAkOIMC M�fN � //►N�' N��� <br /> n00RnN OF �OURTN 1�11 <br /> NOf L DBL 2'�C4" T'OP P1A� <br /> 7ke rouua.Trou sNOeyw �s wm � W/ � R �',� WfF.� <br /> n uwr�uk soi� ru,�N� ►R[�M� <br /> of 000asr_ <br /> �l !n .D/�/r a1s �O t�0ot <br /> � UP TO 72"X78"PREHLJNG DOOR <br /> W_3 NOTE:ITIS'fALLATION OF DOOR <br /> ,TO BE PREMANUFACTURE <br /> SPECIFICATIONS TO COMPLY <br /> PSON M��'T ' S WITH 130 MPH WJT1D SPEED <br /> OR E�M REQUIREMENTS. CAULK AND <br /> LQCr.� ' Sgp�, pOOR BEFORE FASTENTNG <br /> +�7/ <br /> — 34 P'SF o 0 <br /> oq EouN• <br /> , ' <br /> , SHEEf � OF� <br /> F00.. 8&H CONST OF CEN Fl� <br /> I e ��� � I�R � �Olf MOM�S BRIDGE RO�D <br /> 2E►MVIIHILLS, FLAIIIDA 7�5�) <br /> _�_ ��TF< iER SR'E SPECIF�C o� � �ao- �-i'-oe FAX(�1)1�45 <br /> rH e sT�r+o�KOS nNV ru.us <br /> TNE ]UO FB 1609 <br /> 12"X 12" DEEP MONOLI�'HIC TM t009 S ►� E,� <br /> MAX wINO 1 <br /> FOOTER W/ 2#5 REBAR CONT �N^�� � <br /> ON CHARIS SPACED 4' OC MAX IEON �. �•�EOF�� W�o <br /> ENGINEE0. / �7)77 <br /> �U)� THE FENWAI' <br /> MUlBERRV F1D0.10.� )716U <br /> �S CONT, TELEtNONF/FAX {A]-M6-Slt� <br /> I a" 2500 PS] MJN CONCRETE W/ (�) MOBILE � �e�.�o-n�� <br /> NEW sLABS TO HAVE IETNHR 6"X6"OR <br /> I) o"X ) o�� �y�yM OR FIAERMESN <br /> l-- ----------- --------- <br />