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14-15793
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14-15793
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Last modified
8/31/2015 10:25:43 AM
Creation date
8/31/2015 10:25:42 AM
Metadata
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Building Department
Company Name
EMERALD POINTE RV RESORT
Building Department - Doc Type
Permit
Permit #
14-15793
Building Department - Name
WILSON,JACK & LINDA
Address
39609 QUARTZ DR
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� t � �. �. �� � e � _ __� .�.� 1 J�1 V ` L� <br /> END 3'x4'x.024' COMpOSfTE p{Wp S ��•_g• <br /> 2X6 CLG. JOIST � 24` O.C. 3'x4'x.o32' COMPOSI7E PANELS 13'-7' GL <br /> (4) 2X4 SYP STUDS 4"x4'x.o24' COMPOSfTE pANELS FA <br /> 13'-10' ,'Vn <br /> 7 W�16d�S � 12" O.C. �" DRYWALL � 4'x4'x.032' COMPOSfTE P/W� 14•_��• <br />' EA. SIDE STAGGERED '' <br /> (4) SIMPSON LSTA15 2X6 SYP CLG. JOI5TS O <br /> FAS7ENED PER MFGRS SPECS 24" o.C. MAx. SPAN i5'-6' EXTERIOR WALL <br /> WI7H uvE �oAD 10 PSF, 2°X4" WOOD STUDS � 16" O.C. <br /> DEAD LOAD 5 PSF ' <br /> HEADER <br /> PER TAB�E DROPPED CEILI1�tG DETAIL <br /> TION.�I, GABLE ROOF & ` <br /> RIDGE BEAAI DETAIL <br /> FASTEN COMP. PANELS TO TOP PLATE MONO—SLOPE PANEL ROOF SHOWN, I <br /> FASTEN COMP. PANELS TO TOP W/#12X4�" WASHER/SEAL HD SCREWS 12" GABLE ROOF, SEE DE�'AILS THIS PAGE <br /> PLATE W/#72X4�' WASHER/SEAL HD O.C. � ENDS & 8" O.C. � RAKES, TYp. SEE sPAN CIU�RT <br /> SCREINS 12' O.C. � ENDS dc 8" / r ,�? <br /> o.C. m RAKES CLOSE INSUL. PANEL W/ALUM. END CAP � 2 <br /> A7TACH VALENCE CAP W/#8X�" <br /> WASHER HEADED SCREYVS 2� � I <br /> �� <br /> DBL 2"X4" TOP PIATE <br /> SIMPSON SP2, S1Up p�q7E ���� <br /> n� � DBL. 2X HEADER W/�" PLYWD. ����� <br /> � <br /> SPACER OVER WINDOWS DOORS. � <br /> SiUDS CONT, TO TOP PLATE SEE HEADER TABLE � <br /> O 16' O.C.) / �111' <br /> INSTALL WINDOWS PER MANUF. ��i� <br /> p INSTALLATION INSTRUCTIONS i� � <br /> ��NED��R6MFGRSQSP�CS � I <br /> � CDX OR �° OSB, OVERLAP <br /> TOP/BOTTOM PLATES, SEE NAILING NOTE � <br /> ALTERNATE: SIMPSON <br /> ABW46RZ OR E�UN. FASTEN <br /> BASE TO ANCHOR BOLT IN �I <br /> SLAB ANO NNL TO 2X4'S <br /> W/1od nwi�s PER �uF. VINYL SIDING OR HARDI-BOARD SIDING ii�i� <br /> SPECS <br /> 11111 <br /> 2°X4" WOOD STUDS � 16" 0 C. <br /> �"0 WEDGE ANCHORS W/STANDARD WASHERS, 12° III�I <br /> FROM CORNERS, 6" FROM OPENINGS AND 24" O.C. IIIu <br /> ED GABI,E END W/4�" MIN. EMBEDMENT 71'P. ���t� <br /> L SECTION <br /> MAINTAIN 6° BETWEEN SIDING & GRADE W/TERMITE ��.� "�' <br /> . � ' _�-_____-_- __�_____. "_�_-_�--___-t--L_"t ___ �.__ <br /> LING NOTE: SHIELD OF MIN. .024 ALUM. COIL OR 26 GA. GALV. �N , g , . � <br /> STEEL UNDER SOLE PLATE & UNDER SIDING OR - - ' <br /> RAISE SLAB 6" ABOVE GRADE ��•'� � <br /> 2" O.C. e' SIMPSON STUD PLATE TIES OR EQUIV. ARE <br /> �" MIN. 8"X12° CONC. FOOTER W/1 #5 CONT. ONLY REQUIRED ON EITHER SIDE OF <br /> -IING ON 3" HIGH CHAIRS OPENINGS WHEN SHEATHING PANELS ARE <br /> PLqTES. CONTINUOUS (8'-0" OR UNDER) AND <br /> NAILED PER PANEL NAILING NOTE. <br /> 4° 2500 PSI CONCRETE SLAB WITH 6"X6° <br /> #10/10 WWM (OR FIBERMESH) OVER 6 MIL_ enn CD7/C[» ..T .� � �T��.... ,..,,�..^ ..... . <br />
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