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S STRUC.TUFYL HAS BEEN DESIGNED IN ACCORDANCE WITH THE"97 STANDARD
BUILDING CODE WITH AREVISIONS TO CHAPTER 1606 FOR 115 MPH WIND VELOCITY. M.A"L WIRE SHALL BE Rig THHN SOLID COPPER WITH GROUND.WIRING
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PROTECTED PER NEC 1993 ED. FIXTURE LOCATIONS 6 TYPE MAY VARY.
2.At:C i AIIMI-l:S AND-tJtBOR`SHALLi BE'IN-ACCOROAt4=-WITH THE-ABOVE-CODE.-AAO-.
' ALL OTHER APPLICABLE CODES. 13.-ALUMINUM WINDOWS - TYPE,SIZE QUANTITY AND LOCATION MAY VARY" j N
3.BUILDING CLASSIFIED AS RESIDENTIAL LANA STORAGE/LIGHT COMMERCIAL STORAGE. 14.OPTIONAL EXTERIOR WALL:COVERINGS INCLIXIE CORRUGATED ALUMINUM,' .4 Num
Spt125 PSF FLOOR LOAD. NOT FOR HABITATION. MESA ALLMINUM.W LAP ALUMINUM.5/6•PT T-Lit SIDING.VINYL SIDING
WITH ENERGY BRACE BACKER 6 REKO'STUCCO ON S/6.OENSiE GLASS C •'2 KI
4.WRITTEN DIMENSIONS SHALL TAX£PRECEDENCE OVER SCALED DIMENSIONS. GCLD.ROOF COVERINGS INCLUDE ALUMINUM OR SHINGLE ROOF OVER 376• ,"„ 3 1
PLYWOOD WITH 2 LAYERS OF 15 LB.FELT.
S. OLtT"itiF OVFRALt DIMPNISIONS CAN VARY RFTWFFN LIMITS AS SHOWN.BUT MEMBER �rnN I
SPACING SHALL NOT EXCEED LIMITS AS INDICATED. aI 101
15-USE 7/b•X 1 3/4'16 GA STAPLE FOR ALL CONNECTIONS BETWEEN WOOD Loi ;
6_ALL LUMBER TO BE•2 SWWO SIDING/ROOF AND FRAME.
16. 1X4 SYPKO T&G FLOORING SURFACED STAPLED WITH 711W X 1 3/4'16 GA pzi
7.ALL WOOD WITHIN 6.OF GRADE OR IN CONTACT WITH MASONRY SHALL BE TREATED STAPLES 9 4.OC OR PLYWOOD FLOORING STAPLE 6.OC EDGE/10.OC FIELD. out
TO.40 RETENTION FACTOR IN OR
WITH AWPS-P-22. ;Ui L: p
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17.FOUNDATION.FOOTING AND ANCHORING OF UNIT WILL BE THE OWNERS
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6. TRUSS DESIGNED TO SUPPORT O.L. .L.L. -35 PSF. r-•a..3;
RESPONSIBILITY TO CHECK WITH LOCAL COQE AUTHORITY TO VERIFY SPECIFIC N'=;0101
REQUIREMENTS AFFECTING THE INSTALLATION.SETUP AND UTILITY =}L;
9.ALL ALUMINUM SIDING/ROOFING TO BE 300E ALLOY CONFORMING TO ASTM B-209. CONNECTIONS TO THIS BUILDING, THE PURCHASER ASSUMES ALL
32.OW MINIMUM riE1.0 STRENGTH. RESPONSIBILITY FOR COMPLIANCE WITH LOCAL.COUNTY OR MUNICIPAL CODE } I
REQUIREMENTS FOR THIS STRUCTURE.
1
I 10.USE 06 X 3/4"TYPE A SMC-ET METAL SCREW FOR ALL CONNECTIONS BETWEEN SLOPE /O
ALLX-IINUI4 LAP SIDING AND FRAME_USE ft6 X I WITH I/Z•ALUM.BACK NEOPRENE
WASHER ATTACHED ON CONNECTIONS BETWEEN ROOF AND FRAME.
SPACING AS FOLLOWS
ROOF-PERIPHERAL MEMBiP.RS V OC �••.•�
ROOF-INTERIOR MEMBERS W OC YR011N BUK.DERS.INC.
I SIDING-W OC FIELD. IZ•OC BOTTOM PERIMETER. PO BDX 1061
LAKE WALES.FL.33653
11.DOOR SHALL BE 2 IIA•X II/10.4LUM0111JFI EiCTRIAEb FRAME WITH AN ALUMINUM - -
f9i1?63MI244
PANEL INSERT.ALUMINUM TRIM AND ALUMINUM PIANO HINGE ATTACHED WITH
ALUMINUM RNITS.DOOR ATTACHED TO VERTICAL 2X4.OPTIONAL DOORS INCLUDE _
DOUBLE ALAMiNU M DOORS.GARAGE DOORS.AND PREHLAIG STEEL DOORS.TYPE
SLZE.QUANTITY AND LOCATION MAT VARY. /��B
SIUSUR1AN
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+ ALLOW_ Of fL00RS� 1= - ALLOW. FLOOR LOAD: 50/125
-WI110 VELOCITY: 115 APPROVAL DATE: 8-15-96
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__ALlQW._# OF rk00RS: 1 ALLOW FLOOR LOAD: 50/125
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}}!! 0 VELOCITY: 115 APPRpVAI DATE: 8-I5-96
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