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<br /> A. 0,.BE�N Digit�I1y CIPIM�
<br /> �— til WAS FRANK L.BENNARD P.E.
<br /> k4A�o4 ., �, PE#56089 CA-4 "
<br /> H Frank Bennardo $
<br /> 3007 EVEREI ' AVENUE z � � m
<br /> A� 1 � Date: 2019.07.30 ] r i.9
<br /> • AUSTIN STANDING SEAM AWNING S,°NA 17:04:18 -04'00' ER ISM NAME IBM°NUE SEAL
<br /> (F-IOST ATTACH-IED) DESIGN NOTES:
<br /> ,1/ALIq FOR t PERMITONLY U.N.OI
<br /> VERTICAL DESIGN NOTICE:IF THISSHEET DOES
<br /> PRESSURESNOT CONTAIN AN ORIGINAL
<br /> (PSF) LATERAL
<br /> LIVE LOAD SIGNATURE&ENGINEER SEAL:
<br /> +DEAD EXPOSURE BEAMS/ DESIGN IF THERE IS A DIGITAL
<br /> LOAD PANELS PURLINS - PRESSURES SIGNATURE ON SHEET 1,THIS
<br /> (PSF) SHEET IS PART OF A DIGITALLY
<br /> SIGNED FILE,SHALL REMAIN IN
<br /> ALLOWABLE DESIGN PRESSURES UTILIZED IN THIS DOCUMENT 16 PSF B +3871-34.6 +38.71-34.6 +/-16.6 DIGITAL FORMAT,&PRINTED
<br /> COPIES THIS HEDORE IS N
<br /> D ° HAVE BEEN CALCULATED IN THE TABLE BELOW PER THE -'V ult=110MPH(V asd EQUIVALENT=85.2MPH),15'MAX MRH(15'MAX HT FROM ARE NOT CONSIDERED SIGNED
<br /> STRUCTURAL REQUIREMENTS OF THE 2012 AND 2015 GRADE),ZONE 3 FOR COMPONENT&CLADDING LOADS,15 MAXIMUM ROOF SLOPE, ANDD SEAL
<br /> ED.IF THERE IS NO
<br /> INTERNATIONAL BUILDING CODE&ASCE 7 10 USING "ROOF OVER OPEN STRUCTURE"CLEAR WIND FLOW DIGITALRTHIHEETSIGNATURE ON SHEET 1
<br /> OR THIS SHEET DOES NOT
<br /> ALLOWABLE STRESS DESIGN METHODOLOGY WITH THE -DEFLECTION LIMIT OF L/60 USED FOR DETERMINATION OF ALLOWABLE LOUVER AND CONTAIN AN ENGINEER'S
<br /> '/ CRITERIA AS OUTLINED HEREIN. PURLIN SPANS PER THE ALUMINUM DESIGN MANUAL. ORIGINAL SIGNATURE&SEAL,
<br /> JUL 30 2019 / -UNLESS OTHERWISE NOTED HEREIN,WIND LOAD HAS BEEN MULTIPLIED BY 0.42 THIS SHEET ISA COPY/DRAFT.
<br /> ���rr✓ PER THE INTERNATIONAL BUILDING CODE TABLE 1604.3 FOOTNOTE f FOR THE r''•",.f 9 LD N
<br /> DETERMINATION OF DEFLECTIONS. V
<br /> CITY OF EVERETT LOADS INCLUDE SNOW COMBINATIONS PER IBC 1605 , w M cn 8x
<br /> Permit Services GENERAL NOTES: aA , wH J 468
<br /> 1. THIS DOCUMENT SHALL NOT BE USED OR REPRODUCED WITHOUT THE F--,LL z ui
<br /> ORIGINAL SIGNATURE& RAISED SEAL OF FRANK L.BENNARDO,P.E. •p(-,s„-U) M X w
<br /> ALTERATIONS,ADDITIONS OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT LI = -LLI G.
<br /> PERMITTED AND INVALIDATE OUR CERTIFICATION.PHOTOCOPIES AND F>U -Z w
<br /> EXISITNG HOST UNSEALED DOCUMENTS ARE NOT TO BE ACCEPTED. e , e Q Q p,l o w w'
<br /> STRUCTURE SEE S2 2. THIS STRUCTURE HAS BEEN DESIGNED AND SHALL BE FABRICATED IN z 0 L 03 4 z?
<br /> ACCORDANCE WITH THE STRUCTURAL PROVISIONS OF 2012 AND 2015 ' 0-.{.A es v 0 w
<br /> INTERNATIONAL BUILDING CODE.CONTRACTOR SHALL INVESTIGATE AND 6,p O J PIz w
<br /> 6' 2'-6" 6' ,/ CONFORM TO ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY APPLY 0 LU a,2?
<br /> AND GOVERN. DESIGN CRITERIA OR SPANS BEYOND STATED HEREIN MAY / ,j g lit°'U Z
<br /> /// REQUIRE ADDITIONAL SITE SPECIFIC SEALED ENGINEERING. 1141, U) ' LL
<br /> q> / /" 3. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE iiii„,
<br /> - O
<br /> y 1'TYP 4'�' DESIGN OF THIS SYSTEM. J� a
<br /> —�-\ } 4. THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT P ,�
<br /> 5� f� SUPERSTRUCTURE WITH WHICH THIS DESIGN IS USED SHALL BE RESPONSIBLE
<br /> --• -----'------- -----I-- --..-------
<br /> I • / CL 3'_0. FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH
<br /> �` SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR.
<br /> 5. THE CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE IMPOSING
<br /> 3P LOADS ON ROOF,INCLUDING BUT NOT LIMITED TO ANY CONCENTRATED LOADS
<br /> 65 ''/ WHICH MAY JUSTIFY GREATER DESIGN CRITERIA, THIS ADDITIONAL ROOF W w
<br /> \
<br /> .co LOAD CRITERIA SHALL BE PROPERLY ANALYZED BY A LICENSED ENGINEER OR z U z
<br /> / 9JS�P 3 ' V'S
<br /> ' ;; REGISTERED
<br /> FASTENERS TO BE #10 OR GREATER SAE GRADE 5 UNLESS NOTED > ''-' Q <
<br /> 2 P i`---
<br /> _1,_____,. ../4
<br /> / f OTHERWISE.FASTENERS SHALL BE CADMIUM-PLATED OR OTHERWISE Q (/
<br /> Lt / - -- 1 2/q. / CORROSION-RESISTANT MATERIAL AND SHALL COMPLY WITH"SPECIFICATIONS wr
<br /> g 6�° / [ FOR ALUMINUM STRUCTURES"SECTION 1.3.1 BY THE ALUMINUM ASSOCIATION, 0 o!
<br /> M c �S _! '✓(,3 QFC - INC.,&ANY APPLICABLE FEDERAL,STATE,AND/OR LOCAL CODES. 03 (!) w W
<br /> 1 ` —" • — —"— — — —0"' — —"—'— —� • /� T4; / 7. FOR ALUMINUM MEMBERS ALL ANCHORS SHALL BE SPACED WITH ° I� W
<br /> i / % 2xDIAMETER END DISTANCE AND 2.5xDIAMETER MIN.SPACING TO ADJACENT O Z o
<br /> rn 0.1
<br /> r lr ,/ ANCHORS,UNLESS NOTED OTHERWISE. C
<br /> r �,/ 8. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH m
<br /> 1/j //' MANUFACTURERS'RECOMMENDATIONS.MINIMUM EMBEDMENT SHALL BE AS
<br /> Za /%` /, NOTED HEREIN.
<br /> E L- + 4 / /• 9. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM
<br /> -- DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS.
<br /> m I � 10. ALL ALUMINUM SHALL BE 6063-T6 ALLOY AND TEMPER UNLESS NOTED
<br /> ! ! `� OTHERWISE, w °'
<br /> g
<br /> / ,/ 11. CONCRETE HOST STRUCTURE SHALL HAVE A MINIMUM COMPRESSIVE < N g i.s
<br /> z / STRENGTH OF 3000PSI MINIMUM. Cl 0
<br /> • /j 12. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS i
<br /> r ' SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR,et.al. a
<br /> a 5to
<br /> 0 3'-6' f ' INDEMNIFIES&SAVES HARMLESS THIS ENGINEER FOR ALL COST&DAMAGES v a t5
<br /> `Ar-
<br /> T-6'
<br /> INCLUDING LEGAL FEES&APPELLATE FEES RESULTING FROM MATERIAL z "S,,
<br /> m FABRICATION,SYSTEM ERECTION,&CONSTRUCTION PRACTICES BEYOND THAT z o z`2'p w
<br /> rn WHICH IS CALLED FOR BY LOCAL,STATE,&FEDERAL CODES&FROM 0 K ' ' ' ' g,t 8 5
<br /> DEVIATIONS OF THIS PLAN. r g, x°
<br /> 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL a w c
<br /> °U' CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. B t B
<br /> n 14. ALTERATIONS,ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT `-'B g o
<br /> ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION. ,g'o
<br /> AUSTIN STANDING SEAM AWNING AUSTIN STANDING SEAM AWNING y zoos
<br /> 15. ENGINEERING EXPRESS HAS NOT VISITED THIS JOBSITE.INFORMATION rt = u i
<br /> CONTAINED HEREIN IS BASED ON CONTRACTOR-SUPPLIED DATA AND Q N g �"E
<br /> 40 NTS PLAN VIEW ip NTS ELEV VIEW MEASUREMENTS.ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE z z g a e d w
<br /> OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR
<br /> Fs Fs MEASUREMENTS.DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES COPYRIGHT ENGINEERING EXPRESS®
<br /> 4. . AND OTHER DESIGN CRITERIA.THEY MAY VARY SLIGHTLY,BUT MUST REMAIN
<br /> WITHIN THE LIMITATIONS SPECIFIED HEREIN.WORK SHALL BE FIELD VERIFIED 19-8165
<br /> E
<br /> BY OTHERS PRIOR TO CONSTRUCTION.ENGINEERING EXPRESS SHALL BE SCALE:NTS UNLESS NOTED
<br /> NOTIfIED AND GIVEN AN OPPORTUNITY TO RE-EVALUATE OUR WORK UPON
<br /> DISCOVERY OF ANY INACCURATE INFORMATION PRI O M $C O F OF
<br /> iii EXISTING FIELD CONDITIONS AND FABRICATION V� NN T O CETT
<br /> c MATERIALS.
<br /> REVIEWED FOR P MIT '5'/6
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