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N 0 <br />S RU C URAL <br />TE-.S.7 <br />- - PUBLIC AREAS 100 PSF <br />(LIVE LOADS ARE REDUCED WHERE PERMISSIBLE PER IBC SECTION 1607.10). <br />WIND LOADS. <br />t . <br />• <br />S'` 4 _ _ <br />WOOD DECK FRAMING <br />STRUCTURAL ENGINEER <br />CANOPY ANCHORAGE <br />STRUCTURAL ENGINEER <br />Ell <br />ALL ITEMS MARKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE <br />-, .0 CHAPTER 17. SPECIAL <br />INSPECTION BE E • BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE OWNER. THE <br />ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING OFFICIAL SHALL BE FURNISHED WITH COPIES OF ALL <br />RESULTS. ANY INSPECTION FAILING TO MEET THE PROJECT SPECIFICATIONSIMMEDIATELY ' O <br />TO THE ATTENTION OF DESIGN <br />i <br />LUMBER <br />SPECIFIEDALL GRADES MINIMUM GRADES REQUIRED. ALL LUMBERABE ACCORDANCE WITH WWPA <br />RULES,GRADING R AND OF THE FOLLOWING MINIMUM STANDARDS: <br />SIZE CLASSIFICATION <br />I - <br />SLEEPERS1i <br />li <br />'LIGHT FRAMING (STUDS) <br />- <br />• -. <br />�, ■ <br />2x JOISTS ,D PLANKS <br />PLATES AND BLOCKING <br />�AND LARGER BEAMS AND <br />STRINGERS <br />- <br />AND SMALLER _At <br />_STRINGERS <br />REFER TO PLAN NOTES, SCHEDULES, AND DETAILS FOR MORE SPECIFIC LUMBER SIZE AND GRADE REQUIREMENTS. <br />SHANK <br />ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS <br />OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. LEAD HOLES FOR LAG BOLTS SHALL BE BORED FOR THE <br />THREADED PORTIONS l <br />CONNECTORS CALLED OUT BY LETTERS AND <br />NUMBERS <br />,r SHALL BE "STRONG -TIE" it COMPANY, CATALOG <br />TO BE THE LATEST EDITION, . ENGINEER APPROVED EQUAL. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE <br />MANUFACTURER'SWITH THE • <br />tSPECIFIED <br />STRAPSBY THE MANUFACTURER. WHERE CONNECTOR <br />SCREWS, OR BOLTS IN EACH MEMBER. <br />INSTALL SOLID BLOCKING AT ALL BEARING POINTS, ALL SHIMS SHALL BE SEASONED, DRIED, AND THE SAME GRADE <br />(MINIMUM) AS MEMBERS CONNECTED. <br />GALVANIZATION <br />UNLESS NOTED OTHERWISE, STEEL CONNECTORS IN CONTACT WITH TREATED WOOD SHALL RE GALVANIZED <br />ACCORDING TO THE FOLLOWING TABLE: <br />G90 a 0.90 OZ. OF ZINC PER SQUARE FOOT OF AREA <br />G185 e 1.85 OZ. OF ZINC PER SQUARE FOOT OF AREA <br />HDG m HOT DIP GALVANIZED <br />SST300 m TYPE 316L STAINLESS STEEL <br />RATED SHEATHING <br />RATED SHEATHING SHALL RE GRADE C-D INT®APA WITH EXTERIOR GLUE OR OSB SHEATHING WITH EXTERIOR GLUE <br />IN CONFORMANCE WITH IBC STANDARD 2303.1.4. <br />EXISTING BUilDIN� <br />CONTRACTOR SHALL VERIFY ALL DIMENSIONS, MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING <br />DEPICTED IN THE DRAWINGS, AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE <br />REDESIGN. <br />CONTRACTOR RESPONSIBLE FOR COMPLETELY SEALING ALL AREAS WHERE EXISTING ROOF MATERIAL IS <br />PENETRATED OR REMOVED, PROVIDE WATER PROOFING AS REQUIRED BY THE ARCH. <br />TIVE IQ 0111 L910 01M 102F.Aktap.• a . III ki <br />•, , -°Mill <br />� ►� � � � . '�' ' � � fix' � _ � �. _ ��.� � _ �� _ <br />ENGINEERCONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL <br />FOR APPROVAL PRIOR TO FABRICATIONR CONSTRUCTION. CHANGES SHOWN ON Y <br />SATISFYONLY WILL NOT !_ x <br />DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT <br />SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN ' SIMILAR DETAILS OF <br />CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL <br />Glil <br />t , <br />® WA <br />9e <br />l+ <br />i <br />zS <br />,a <br />za d <br />5 ®7 <br />12 5" a ,v = �; � l �OhIAI� <br />\ = y"r <br />14i �t �I ry i1 �g q /1 •-` ` <br />.2" ^ 14'.4 1 1 r.3" a .S�e 411 <br />---. yJ .511 0 <br />1-4..511 Fm t v Ln <br />v { } �i <br />ry <br />Ld <br />_ 77 <br />3 1 ` <br />12 6 11 51� ``( 1a <br />�I <br />"13 <br />i 9 s '\ <br />I I, <br />-, .. DESIGN: CJp <br />I`. DRAWN: JEG <br />CHECK: JGG <br />ti <br />N _ JOB NO: 18034.003 <br />yv a DATE: - <br />080618 <br />APPROVED <br />S.S 6.3 6,0 PL.ANNING U C�,v,11UNI I'Y <br />DEVEI caw r <br />- <br />e ' <br />DA I J <br />LLA <br />al <br />% a <br />\ -23.4" d -5.0 <br />\ <br />11 41 d <br />rt <br />6:.9a 11 a . yy ➢120.3b1 a 5 5, d 1 <br />01.d <br />0.011 O:Sn l, <br />n <br />.. <br />a $' <br />a <br />co <br />a <br />3 <br />a. f <br />u <br />3 <br />s <br />Al 4 <br />d <br />C <br />/ 3 d <br />..'r y 4 V� I# # `j - k [5 �. _ : "< .. j <br />s.a .v ° ;r <br />A. <br />ul <br />UA <br />cn <br />« 1 . <br />d' <br />N K <br />d n t3. <br />.� . 3 41 d' .r . " . <br />14 %' a �. - u .; % 'Y= a .n a a SKEET. <br />/✓/' y ..9 C d� .., '�1^ :i ,5 ,W '� is J ':2 3 _ - - fz - b .3 d j % _3 <br />a <br />EXISTING ELEVATIONS <br />SCALE. 3/16" q 1'-0" <br />