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ROBIN BUILDERS - INC. L YONS, -GEORG/A N O n N O N JN 3 L;1.c -• - - - _ - _. - ._o. ROB N w �a 00 G-ENERAL NOTES aZ;o zpI 1.7HI9 STRUCTURE TU►4 BEEN DESIGNED IN ACCORDANCE WITH THE 12.ALL WIRE SHALL BE 012 THNN SOLID COPPER WITH GROUND.WIRING a a a 2017 FLORIDA BUILDING CODE Bih EDITION,2014 NNONAL ELECTRIC CODE, - PROTECTED PER 2014 NEC. FIXTURE LOCATIONS 3 TYPE MAY VARY. 2017 FLORIDA FIRE PREVENTION CODE AND ASCE 7-10 FOR 160 MPH WIND VELOCITY - (3 SECOND GUSn8G OSURE C FOR PARTIALLY ENCLOSED BUILDINGS. 1&ALUMINUM WINDOWS-TYPE,SEZE,QUANTITY AND LOCATION MAY VARY. 2.ALL MATERIALS AND U180R SHALL f:`IN ACCORDANCE WITH THE ABOVE-CODE AND MUIMUMWRNDOWS[M4S'WIDEx36'HwL - ALL OIHERAPPLICABLE CODER. 14.ESA ALUMI OLTERIOR WALL COVERINGS INCLUDE CORRUGATED ALUMINUM, - - MEGA ALUM01UM,4'LAP ALUMINUM,6le'PTT-111 SIDING VINYL SIDING &BUILDING CLASSIFIED AS RESIDENTIAL LAWN STORAGE 60N26 PSF FLOOR LOAD. WITH ENERGY BRACE BACIOF7t flBER CEMENT PANSE�PdLYCARBONATE N NOT FOR HABITATION. OR LP 9MARI'SIDE ROOF COVI�CRINGS INCLUDE 2D GAUGE GALVALLIME STEEL, SHINGLE ROOF OVER 1Ir PLYWOOD WITH 2 LAYERS OF 16 LB.FELT OR 4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. PERMA77LE OVER 7118.0313 AND 16 LB.FELT. - "' a o 6i 0 fM O 15.USE 24W x.OMr GALV RING SHANK NAILS FOR ALL CONNECTIONS BETWEEN C a o. C) S. OUTSIDE OVERALL DI IEN310N8 CAN VARY BETWEEN LIMITS A8 SHOWN,BUT MEMBER yyppp�ENOINEFRED WOOD,AND FIBER CEMENT 3071NG8 AND FRAME q F o w 41 SPACING SHALL NOT EXCEED LIMII8 AS INDICATED. o S.ALL FLOOR SKID S JOIST LUMBER TO BE 02 SYP KD PT 18.314'PLYWOOD FLOORING SURFACE NAILED WITH 3'x 0.120'GALV.NAR SPACED a o z'Z...,z ALL WALL PLATES.STUDS d RAFTERS LUMBER 7'O BE�F1 SYP KD 8'EDGEI 10'OC FIELD.FLOORING ORIENTED PERPENDICULAR TO FLOOR JOISTS. 7.ALL WOOD WITHIN 8'OF GRADE OR IN CONTACT WITH MASONRY SHALL BE PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA U1 AND "-W.FOUNDATION FOOTING AND ANCHORING OF UNIT WILL BE THE OWNER'S a 3 a FASTENED WITH GALVANIZED FASTENERS. RESPONSIBEW TO CHECK WITH LOCAL CODE AUTHORITY TO VERIFY_SPECIFIC o. .0 o o REQUIREMENTS AFFECTING THE INSTALLATION SETUP AND UTILITY z O S.TRUSS DESIGNED TO SUPPORT D.L.+LL-35 PSF. CONNECTIONS TO THIS BUILDING.THE PURCHASER ASSUMES ALL toi o RESPONSIBILITY FOR COMPLIANCE WITH LOCAL,COUNTY OR MUNICIPAL CODE S.ALL ALUMINUM SIDI NGIROOFING TO BE 3004 ALLOY CONFORMING TO ASTM B-208. REQUIREMENTS FOR THIS STRUCTURE Irr<t. 32,000 MINIMUM YIELD STRENGTH. 1S.ROOF DRAINAGE PER I503A 3 RNLI psi s' 10.USE M8 X 314*TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN ALUMINUM E LAP SIDING AND FRAM USE 08 X 314'WITH-1/2'NEOPRENE4MCKEO WASHER ATI•ACHED ON CONNECTIONS BETWEEN ROOF AND FRAME STRUCTURAL LOAD LIMITATIONS �...� SPACWO A9 FOLLOVNS• owe.,.m.mn ROOF/8mIN0-PERIPHERAL MEMBERS W OC. ROBIN BUILD77ERS55 INC: ROOFISIDINO-SNTERIORMEMBERSIO.00 FLOOR LINE LOAD: Sp1a0 de.e LYONS GAA30A36 SIDING-I2'DC BOTTOM PERIME L — - - -A 50/125 PSF"' 11.DOOR SHALL BE I'X1'STEEL TUBE WELDEDFRAME WITH AN ALUMINUM -' Roof LIVE-LOAD: - ten yrt�"®""'°°•°` . _ PANEL INSERT WITH STRUCTURAL LINER AND PIANO HINGE DOOR IS A 10 PSF . DOOR JAMB. SNOW LOAD: DOUBLEALUMINUM DOORS GGARAGEDOORSAND PREHUO S DOORS. NOT APPUCABLECVO q� AMERICANA, RUFFY SIZE.QUANTITY AND LOCATION MAY VARY.DbOR NOT SUBJECTTO HEIGHr -. AND WIDTH REQUIREMENT IF BUILDING IS-4400SF PER F80 1010.1.1(S). WIND LOAD: �:V A'�•.,01 FLORIDIAN, GAMBREL A ULTIMATE 160 MPH;NOMINAL 124 MPH �� ..•' ;'� BARN,GREENHOUSE B.RISK CATEGORY 1 �* L10.69119 *_ CLASSIC, PORCH; C.B MIND EXPOSURE CATEGORY = MODEL. STEEL D.GCpi-+-.55 INTERNAL PRESSURE all.1/f P/P Of 8 Jr` . p•. BDDEOP -�..;�'T•.•.�Ypiapl.:: ./ '12-20-17 i o13 NONE PSI APPROVAL 2018-01-15 (/�/