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FRANK L.UENMM-0—PE")
<br /> DESIGN NOTES: STATE SEAL
<br /> INSULATEDPATIO COVER 2012 INTERNA17ONAL BUILDING CODE,ASCE 7-10 INDICATED BELOW
<br /> Vult.VARIES PER DESIGN SCHEDULES,EXPOSURES'B'SCC
<br /> RISK CATEGORY 11,G-0.85,Kd=0.85,Kz_-0.85,KA.0.85
<br /> (FLAT OR UNOBSTRUCTED TERRAIN ONLY)
<br /> ROOF OVER OPEN STRUCTURE WITH OBSTRUCTED WIND FLOW
<br /> -STRUCTALL ROOF OVER OPEN WALL qh'0.00256-Kz-Kzt-Kd-V-V-I
<br /> ROOM SYSTE p.qh-G-0O3 G-0.85
<br /> MRH.19 Z.
<br /> ROOF LIVE LOAD:30 PS W_J m ROOF DEAD LOAD:2 FEE ;:�,t O 'r Lu
<br /> U,m':• -'. w
<br /> z>Q 8�k "
<br /> 3"COMPOSITE GENERAL NOTES: Z<uj T
<br /> ROOF PANEL,TYP, 1. THIS SYSTEM HAS BEEN DESIGNED AND SMALL BE FABRICATED IN fi m e R
<br /> ACCORDANCE WITH THE STRUCTURAL PROVISIONS OF THE 2012 INTERNATIONAL rq T z BUILDING CODE,STRU
<br /> CTURE SHALL BE FABRICATED IN ACCORDANCE WITH ALL
<br /> _j GOVERNING CODES.CONTRACTOR SHALL INVESTIGATE AND CONFORM TO ALL
<br /> LOCAL BUILDING CODE AMENDMENTS WHICH MAY APPLY.
<br /> ALLOWABLE 110" 2, NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THEz s U)
<br /> DESIGN OF THIS SYSTEM.WIND LOAD DURATION FACTOR C0=1.6 HAS BEEN 11
<br /> MAX EAVE BEAM EAVE MAX FOR WOOD ANCHOR DESIGN, SED t,,a
<br /> SPAN PER BEAM PER 3. LL.
<br /> Mut SCHEDULES SCHEDULESARCHITECT/ENGINEER WITH WHICH THIS DESIGN IS USED SHALL BE RESPONSIBLE FOR THE INTEGRITY OF
<br /> TYE. ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SMALL BE COORDINATED BY OCA.27525
<br /> POST PER THE PERMITTING CONTRACTOR.
<br /> 2 SCHEDULES, D 4.
<br /> ALUMINUM MEMBERS ANCHORS SHALL BE SPACED WITH 2XDIAMETER END OUA:30MI
<br /> X,2,3, OME-10476
<br /> TYP. DISTANCE AND ZSxDIAMETER MIN.SPACING TO ADJACENT ANCHORS,UNLESS
<br /> NOTED OTHERWISE, LLI 28152
<br /> 5 ALL FASTENERS TO BE 412 OR GREATER SAE GRADE 5 UNLESS NOTED
<br /> M
<br /> I F\�v O .43224
<br /> EXISTING HOST OTHiERWISE.FASTENERS SHALL BE CADMIUM-PLATED OR OTHERWISE U)
<br /> SUBSTRATE 4 BY CORROSION-RESISTANT MATERIAL AND SHALL COMPLY WITH"SPECIFICATIONS FOR
<br /> Lf) OMI:49491
<br /> OTHERS,TYP, ALU MIN UM STRUCTURES SECTION 5.2.1 BY THE ALLI MINU M ASSOCIATION,INC.,& cbmI6927
<br /> PO SPACING ANY APPLICABLE FEDERAL,STATE,AND/OR LOCAL CODES. c1m;
<br /> 6. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' Z 241
<br /> PER SCHEDULES RECOMMENDATIONS.MINIMUM EMBEDMENT SHALL BE AS NOTED HEREIN. MINIMUM .r?203019RI
<br /> 40'-0"MAX WALL EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO z A,FOAM,BRICK,AND OTHER Ve-ON11:1104
<br /> _j Ow:
<br /> WALL FINISHES
<br /> 35350D
<br /> (FREE-
<br /> STANDING) 0 7, ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON CRACKED CONCRETE On
<br /> It NLY, M•MV131
<br /> FRONT ELEVATION 8. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM q =38
<br /> DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS,I.E.ALUMINUM PER F.B.C. .0. PA-.Wow I
<br /> .n2a
<br /> 2003,8.4. 121507
<br /> 9. ALL ALUMINUM SHALL BE 6063-T6 ALLOY AND TEMPER UNLESS NOTED :96064
<br /> OTHERWISE. :8 82
<br /> 10.ALL CONCRETE TO REACH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI
<br /> IN 7 DAYS. 13VA:
<br /> 03
<br /> 0402 a109
<br /> 11.ENGINEER SEAL AFFIXED HERM VALIDATES STRUCTURAL DESIGN AS SHOWN ODE:
<br /> :
<br /> EXISTING HOST ONLY, USE OF THIS SPECIFICATION BY CONTRACTOR,at at.INDEMNIFIES&SAVES 1, CA2782
<br /> f13�4 BYOTHERS,EAVE SUBSTRATE r3,4\
<br /> fTYP 0 HARMLESS THIS ENGINEER FOR ALL COST&DA14AGES INCLUDING LEGAL FEES ..I
<br /> APPELLATE FEES RESULTING FROM MATERIAL FABRICATION,SYSTEM ERECTION,&
<br /> CA2030
<br /> .0 CONSTRUCTION 1,01, 12'-0'MAX ROOF CLEAR SPAN PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL,STATE,
<br /> 12'-0"MAX ROOF CLEAR SPAN MAX MAX &FEDERAL CODES&FROM DEVIATIONS OF THIS PLAN.
<br /> MAX..,, 12.ENGINEERING EXPRESS HAS NOT VISITED THIS JOBSITIT.INFORMATION
<br /> CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA AND
<br /> 3"COMPOSITE MEASUREMENTS.ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR
<br /> EAVE BEAM PER RDOE PANEL,TYP. EAVE BEAM PER 3"COMPOSITE LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS.
<br /> (A SCHEDULES y SCHEDULES ROOF PANEL, WORK SMALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS
<br /> SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON
<br /> Typ. 2j TYP. Typ.
<br /> o 1.Lit m D DISCOVERY Of ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF
<br /> =0u
<br /> EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS.r 13.EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS
<br /> 4 91 OR AFFIRMATIONS ARE INTENDED.
<br /> POST PER 14.ALTERATIONS,ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE SCHEDULES,
<br /> R POST PER NOT PERMITTED AND INVALIDATE THIS CERTIFICATION.
<br /> TY
<br /> TYP. TYP.
<br /> CCPMGKFRR4KL9DM=PL
<br /> 14-1994
<br /> EXISTING HOE SALE'
<br /> OPEN WALL SYSTEM '7-/ OPEN WALL SYSTEM B HE STRA TE B
<br /> (HOST ATTACHED) O SUT RS,TYP.Y
<br /> j!Z3 (FREE-STANDING) PAGE DESCRIPTION:
<br /> 1/4'=110" SECTION 11/4--V-0- SECTION '7
<br />
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