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A B C D E <br />FRAME SPACING SCHEDULE <br />SNOW REGION <br />NO. OF <br />FRAMES <br />FRAME <br />SPACING <br />P9<-22PSF <br />4 <br />12'-0" <br />22 PSF < P9 5 33 PSF <br />5 <br />9' - 0" <br />1 42' - 0" <br />3'-0" 36'-0" 3'-0" <br />16 <br />Zl <br />3 PER SCHEDULE <br />M1 TYP. 1.0 <br />MT30.1 TYP. <br />TYP. MT30.1 <br />Y <br />N <br />0 <br />N <br />ry <br />al <br />N <br />cn <br />ca <br />F- <br />e7 <br />U <br />6 <br />0) <br />O <br />O <br />U <br />O <br />0 <br />0 <br />N <br />N <br />N <br />LO <br />N <br />c� <br />U) <br />U <br />ca <br />c� <br />m5 <br />0 <br />0 <br />U) <br />U <br />O_ <br />r) <br />0 <br />N <br />I- <br />'t 73 <br />N n <br />Lf) LO <br />!�- 7� <br />U N <br />O <br />�� <br />U) N <br />O O <br />-O N <br />O p <br />Q <br />rn <br />00 <br />co <br />N <br />O <br />N <br />ti <br />� / MT30.1 <br />v v v �i TYP. <br />X X X X <br />co co cc co <br />_ <br />0 <br />o <br />N <br />MAY1 TYP. <br />`I <br />RIDGE <br />J <br />12 TYP , <br />10 AT DECK <br />MT30.1 U.N.O. <br />MT30.1 SPLICE <br />ONLY <br />, <br />X <br />Xcc) <br />X <br />X <br />MT30.1 <br />MT30.1 <br />TYP. <br />U) <br />U) <br />(n <br />00 <br />U) <br />-i <br />co 14 <br />TYP 3 -ALUMINUM ROOF <br />MT30.1 DECK PER <br />� s <br />MT30.1 <br />ROOF PLAN <br />36' - 0" <br />3 PER SCHEDULE <br />MT30.1 HSS6X6X3/8 COLUMN, <br />Y TYP. <br />� I I <br />I <br />-CONCRETE <br />FOOTING, <br />TYP. <br />I <br />o <br />I I I <br />4 <br />MT30.1 <br />I• - �� TYP. <br />3 <br />MT30.1 <br />FOUNDATION PLAN <br />30'x42'SHELTER PLANS <br />J1/8" = V-0" <br />I <br />I <br />I <br />.100" RADIUS <br />I <br />` / N <br />FRAME SPACING SCHEDULE <br />SNOW REGION <br />NO. OF <br />FRAMES <br />FRAME <br />SPACING <br />P9 <- 22 PSF <br />5 <br />12'- 0" <br />22 PSF < P9 <_ 33 PSF <br />6 <br />9'- 7 13/16" <br />54' - 0" <br />48' - 0" <br />13(.'.]i <br />T30.) <br />• TYP. MT30.1 <br />-� <br />o <br />v v v <br />X X X <br />X X X <br />co co co <br />= 15 = _ <br />MT30.1 <br />TYP. <br />RIDGE <br />B.O. FASCIA <br />a <br />w <br />z_ 0 <br />z <br />w <br />=o <br />3' 0" <br />- <br />0_ <br />w� U <br />PER SCHEDULE <br />U- <br />TYP. <br />w o a <br />0 <br />CV � <br />g O <br />r <br />w <br />MT30.1' <br />.- TYP. <br />X <br />X <br />co00 <br />12 <br />12 23/4 <br />,__----ALUMINUM ROOF <br />DECK PER 6 / MT30.1 <br />- - DOWNSPOUT <br />WHERE OCCURS <br />- HSS RAFTER NOTES: <br />PER PLAN, TYP. 1. REQUIRED EAVE HEIGHT FOR EACH SITE SHALL BE <br />U <br />U <br />DETERMINED BY OWNER. <br />O <br />z <br />z cn <br />- - -HSS COLUMN <br />°O p <br />PER PLAN, TYP. <br />C° <br />SLIP RESISTANT CONCRETE <br />Q <br />SLAB -ON -GRADE OR <br />PAVING PER OWNER <br />-_ <br />_CONCRETE <br />,1 FOOTING, TYP. <br />FIRM AND STABLE <br /><� <br />SURFACE WITH 2% <br />° <br />MAX SLOPE IN ALL <br />DIRECTIONS TYP. <br />° <br />-� TYP. <br />N <br />12 TYP. , 10 AT DECK - - <br />MT30.1 U.N.O. MT30.1 SPLICE <br />ONLY <br />�8 IX X X X X 3 BUILDING SECTION <br />MT3\ 0•1/ cCOn u7 U) cU) cn <br />TYP. cn cn cn cn cn 114" = 1'-0" <br />T30. <br />M 14 <br />TYP 3 ALUMINUM ROOF CENTERLINE OF HSS COLUMN, <br />MT30.1 DECK PER FOOTING, BASEPLATE, AND <br />6 I ANCHOR BOLT PATTERN. <br />5/8 <br />ROOF PLAN MT30.1 CONIC. PAD -- HSS COLUMN PER PLAN <br />I <br />- 1 1/4" x 1'- 0 1/4" SQ. BASE PLATE <br />CONIC. SLAB OR i I i W/ (4) 1 1/4" DIA. THREADED ROD <br />" <br />PAVING (PER OWNER) I I ANCHOR BOLTS <br />OVER ANCHOR BOLTS <br />3 PER SCHEDULE FINISH GRADE----_ 1 1/2" TYP. SLOPE CONC. 2% MIN. FOR <br />MT30.1 4A I --I i - DRAINAGE <br />1 1/2"± NON SHRINK GROUT <br />I <br />I- :: - --- --- --- Q� <br />LEVELING NUTS <br />CONCRETE U <br />FOOTING, z0 g iv----t�-i-i1 fi-r-- (3) #4 TIES AT 2" O.C. <br />TYP. HSS6X6X3/8 COLUMN, g io I I 1 I AT TOP 5" <br />TYP. I N w c+)--f--t}--}jt th <br />#4 TIES AT 4" O.C., TYP. <br />+ -' -- (12)#6VERTS. <br />C4, <br />CONCRETE FOOTING <br />1 44 I I WASHER BETW EN <br />1 I M1 T30.1/ I I e <br />TYP. _ _ k _ _ _ _ _ _ TWO NUTS AT EACH <br />j I ANCHOR BOLT. <br />I � I <br />• I I _ <br />-- I-- -� <br />3"CLR.--+---t--+--r-- <br />TYP. <br />MT30.1 <br />FOUNDATION PLAN 3'-o"DIA. <br />30' x 54' SHELTER PLANS (TN� FOUNDATION SECTION 4 <br />NOTES: <br />1. FOOTING DESIGN IS BASED ON THE PRESUMPTIVE SOIL <br />VALUES OF CBC TABLE 1806A.2 FOR CLASS 5 MATERIAL. <br />WHERE ADJACENT SHELTER FOOTINGS ARE CLOSER <br />THAN 3x THE PIER DIAMETER, A GEOTECHNICAL REPORT <br />IS REQUIRED TO CONFIRM THAT THESE VALUES ARE <br />APPROPRIATE FOR EACH FOOTING IN THE GROUP. <br />2. THE MINIMUM CENTER -TO -CENTER DISTANCE OF <br />ADJACENT SHELTER PIER FOOTING SHALL BE 6-11". <br />3. FOR OPTIONAL ALTERNATE SPREAD FOOTING SEE <br />DETAIL 5/MT30.1 <br />1'- 0 1/4" BOLT HOLES FOR ANCHOR <br />BOLTS SHALL BE EQUAL TO <br />THE BOLT DIA. PLUS 1/8" <br />Ln <br />o� o <br />I <br />1 5/8" 9" 1 5/8" <br />e or <br />PLAN SECTION <br />PLAN SECTION <br />3/4" = V-0" <br />NOTES: <br />1. AT CONTRACTOR'S OPTION, WITH THE <br />OWNER'S APPROVAL, THIS DETAIL MAY BE <br />USED IN LIEU OF DETAIL 4 / MT30.1 <br />2. FOR COLUMN CONNECTION TO BASE PLATE, <br />BASE PLATE, ANCHOR BOLTS, AND NON <br />SHRINK GROUT, SEE DETAIL 4 / MT30.1 <br />3. FOOTING THICKNESS SHOWN IS A MINIMUM. <br />USE THICKER FOOTING WHERE REQUIRED TO <br />MEET LOCAL FROST DEPTH REQUIREMENTS. <br />REINFORCE FOOTING PER REINFORCING <br />SCHEDULE. <br />cD <br />z <br />Z0 <br />O <br />QO <br />a <br />Q� w <br />UO <br />co_ <br />J <br />cnw <br />z <br />U� <br />z0 <br />O� <br />Uw <br />a <br />135' HOOKS AROUND <br />VERTICAL BARS. <br />EXTEND HOOK 3" <br />BEYOND BEND <br />w <br />- HOOK OVERLAP <br />c° <br />z w a <br />LOCATIONS SHALL BE <br />w U <br />STAGGERED FROM <br />cwn co <br />ADJACENT HOOPS. <br />Planning and BuildinQ.Agenc <br />� Approv <br />FOR PERMIT IS NICE <br />Master ID: <br />Date: <br />REINFORCING SCHEDULE <br />FOOTING THICKNESS <br />TOP AND BOTTOM <br />REINFORCEMENT <br />1'- 6" <br />(10) #5 EACH WAY <br /><_ 2'- 0" <br />(10) #6 EACH WAY <br /><_ 2' - 6" <br />1(10) #7 EACH WAY <br />CENTERLINE OF HSS COLUMN, <br />FOOTING, BASEPLATE, AND <br />t I ANCHOR BOLT PATTERN. <br />� I I <br />- HSS COLUMN PER PLAN <br />I <br />I <br />2'- 0" DIA. I - SLOPE CONCRETE <br />CONCRETE PAD <br />2% MIN. FOR <br />I DRAINAGE <br />1 I <br />I I I � FINISH GRADE <br />I I <br />III <br />I I <br />al <br />z II <br />3" CLR. REINFORCING <br />TYP. PER SCHEDULE <br />-THICKEN FOOTING AT <br />ANCHOR BOLTS TO <br />PROVIDE 3" MIN <br />CONCRETE COVER. <br />7'- 6" SQ. <br />ALTERNATE FOUNDATION SECTION <br />T30. 1/8" = 1'-0" T30. 3/4" = 1'-0" T30. 3/4" = 1'-0" <br />25 1/2" y <br />24" COVERAGE <br />2 3/8" 2 3/8" _ <br />N <br />5/16" 1 5/16" <br />.100" RADIUS <br />125" RADIUS 0.094" THICK 3/4" m <br />TYP. U.N.O. TYP. <br />11 <br />a <br />0.109" THICK <br />AT STIFFENER - <br />It, <br />3 1/8" 1, 3 1/8" <br />8" I 8 �0.038" THICK <br />3 1/8" 3 1/8" <br />MINIMUM SECTION PROPERTIES: <br />APPLY CONTINUOUS BEAD <br />OF ROOF SEALANT CAULKING <br />PRIOR TO PLACING THICK) MINIMUM SECTION PROPERTIES: <br />OVERLAPPING DECK TYP. <br />A = 1.27 in <br />Stop = 0.84 in3 <br />Sbottom = 1.081n3 <br />I = 1.18 in4 <br />INTERLOCKING DECK PROFILE <br />3" <br />OPTIONAL'V' PLUG INSERTS IN <br />ROOF VOIDS FOR BIRD CONTROL <br />PER MANUF. WHERE REQ'D. BY <br />OWNER. FIX IN PLACE W/ SILICONE <br />SEALANT. SEE SITE SPECIFIC <br />OPTIONS. <br />9 <br />MT30.1 <br />I <br />NOTE: J <br />ROLL DECK OVER <br />RIDGE AS SHOWN <br />ROOF DECK AT RIDGE <br />(2) #8-18 x 112" HWH #2 <br />POINT SELF DRILLING <br />SCREWS AT 8" O.C. <br />0.078" THICK <br />A = 1.85 in ALUMINUM GUTTER <br />Stop = 2.17 in <br />Sbottom = 2.78 Ina <br />1 = 6.78 In4 <br />7 RIDGE CAP PROFILE <br />NOTE: <br />ROLL DECK OVER <br />RIDGE AS SHOWN <br />ALUMINUM RIDGE CAP <br />PER DETAIL 7 / MT30.1 <br />0.024" THICK ALUMINUM <br />FLASHING W/ (4) #8-18 HWH #2 <br />POINT SELF DRILLING <br />SCREWS TO RIDGE CAP <br />ROOF DECK AT RIDGE CAP <br />10 <br />MT30.1 <br />Y <br />-ALUMINUM ROOF DECK <br />1/8" CLEAR FOR DECK DRAINAGE <br />GUTTER TO ROOF DECK CONN. <br />3" = 1'-0" <br />NOTE: <br />ROOF DECK AND ATTACHMENT <br />NOT SHOWN FOR CLARITY. <br />2"x2" MIN. <br />SCREW PATTERN <br />1 <br />(4) #12-24 <br />HWH #5 POINT <br />SELF DRILLING <br />SCREWS W <br />BOND SEAL <br />AT EA. LOW FLUTE <br />( 8" O.C.) <br />TYP. <br />b3/16 <br />R PLATE <br />7" EA SIDE <br />(3) #8-18 x 3/4" HWH #2 POINT SELF <br />DRILLING SCREWS, 1" APART, AT <br />EACH LOW FLUTE (8" O.C.) EA. <br />SIDE, TYP. <br />\LUMINUM ROOF DECK <br />r - - <br />'ER DETAIL 6/MT30.1 <br />HSS RAFTER <br />PER PLAN <br />ROOF DECK TO RAFTER CONN. <br />NOTE: <br />SEE 13 / MT30.1 FOR RIDGE CAP <br />FLASHING AT PEAK. <br />1/2" MAX. --ALUMINUM RIDGE CAP <br />n'P PER DETAIL 7 / MT30.1 <br />ALUMINUM ROOF DECK <br />PER DETAIL 6 / MT30.1 <br />ROOF DECK SPLICE <br />-#12-24 HWH #5 POINT SELF <br />DRILLING SCREW W/ BOND <br />SEAL AT 16" O.C. EACH SIDE <br />-- HSS RAFTER PER PLAN <br />-#8-18 x 112" HWH #2 POINT SELF <br />DRILLING SCREWS AT 12" O.C. <br />.---ALUMINUM ROOF DECK <br />% PER DETAIL 6 / MT30.1 <br />EAVE TO ROOF DECK CONN. <br />3" = V-0" T30. 3„ _ 1'-0" �0- <br />3„=V-0" <br />o?S <br />RAFTER PER <br />PLAN, TYP. <br />i <br />3/16 <br />I <br />- CLOSURE PLATE 1/8" <br />n <br />(4) 5/8" DIA. HSB'S AT <br />x 5 3/4" x 7 3/4" <br />9" O.C. EA. WAY <br />PLATE 1" x 12" SQ. <br />l <br />l <br />OPTIONAL DOWNSPOUT <br />I <br />L <br />5/16 <br />EA. CORNER COLUMN <br />DOWNSPOUT CLIP PER <br />PER MANUF WHERE <br />MANUF. AT TOP, BOTTOM, AND <br />REQ'D BY OWNER. SEE <br />I <br />I <br />4'-0" O.C. MAX. CONNECT TO <br />SITE SPECIFIC OPTIONS. <br />COLUMN WITH #12-24 X 1 1/4 <br />UROUNDED <br />HEAD #5 POINT <br />SELF DRILLING SCREW. <br />HSS-COLUMN PER PLAN, - <br />TYP. <br />RAFTER TO COLUMN <br />CONNECTION <br />NOTE: <br />ROOF DECK AND ATTACHMENT <br />NOT SHOWN FOR CLARITY. <br />LESS 1 Aar gyp. <br />O\-E FOR BO ER TYP PLATE 7/8" x 7 3/4" x 0'- 5 5/8" <br />4 ENTER ON RA 00 <br />(4) 5/8" DIA. HSB's AT <br />3 1/2" x 5 112" O.C. <br />3/16 <br />LO <br />12 HSS RAFTER PER PLAN, TYP. <br />TYP. U.N.O. <br />MT30.1 <br />10 ONE FRAME ONLY <br />MT30.1 WHERE NOTED ON PLAN <br />15 RAFTER TO RAFTER CONNECTION <br />2 3/4 DIA. HOLE IN <br />BOTTOM OF GUTTER <br />AT DOWNSPOUT OPTION <br />3" x 2" MAX. HOLE II` <br />BOTTOM OF <br />GUTTER WHERE <br />SCUPPER OCCURS <br />AT SCUPPER OPTION <br />GUTTER DRAIN HOLES <br />1 1/2" = 1'-0" T30. 1 1/2" = 1'-0" T30. 1 1/2" = 1' 0" T30. 1 1/2" = V-0" �0.3" = 1' 0" <br />JTTER PER DETAIL 8 / MT30.1 <br />'TIONAL DOWNSPOUT EA. <br />)RNER COLUMN WHERE <br />..-Q'D BY OWNER. SEE SITE <br />SPECIFIC OPTIONS <br />NOTE: <br />SCUPPER NOT USED WHERE <br />DOWNSPOUT OPTION IS <br />SELECTED. SEE SITE <br />SPECIFIC OPTIONS. <br />JTTER PER DETAIL 8 / MT30.1 <br />LONG x 0.024" THICK <br />ALUMINUM SCUPPER W/ <br />(2) #8-18 x 112" HWH #2 POINT <br />SELF DRILLING SCREWS <br />TO GUTTER. <br />U0I- <br />�rnrn <br />� <br />VJ <br />} <br />NT <br />.� <br />L0 <br />L0 <br />W <br />cn <br />CD <br />O <br />u0 <br />'O <br />`n <br />- <br />0) <br />-0 <br />C:) <br />o' <br />0 <br />j7 <br />> <br />ILI <br />C� <br />C <br />C14 <br />z <br />coc <br />- <br />op <br />T <br />:2 <br />N <br />O <br />-c <br />r <br />0- <br />Q!� <br />0- <br />IDENTIFICATION STAMP <br />DIV. OF THE STATE ARCHITECT <br />APP:02-120961 PC <br />REVIEWED FOR <br />SS ❑✓ FLS ❑✓ ACS ❑✓ CG ❑ <br />DATE: 07/12/2023 <br />07 <br />Ev7 <br />W <br />° <br />00 00 <br />O <br />_o <br />U <br />W <br />� <br />J <br />C) <br />U <br />N <br />=O <br />a� <br />N <br />� <br />E <br />E <br />UU0 <br />U <br />co <br />U <br />ap�n3 <br />a) <br />0 <br />p <br />O <br />Zz� <br />3 <br />Uoo <br />��� <br />Q <br />o <br />q <br />U <br />Ln <br />; <br />o <br />Uw <br />V)� <br />=UI- <br />�o <br />' <br />U <br />0 <br />Q <br />LO <br />d <br />� <br />U <br />W <br />N <br />°0 <br />o <br />o <br />0 <br />01 <br />Q <br />00 0 <br />O <br />O <br />U <br />� <br />0 <br />ul <br />CL CL <br />Q <br />J <br />0_ <br />I <br />LU Q <br />J I- <br />LU LU <br />= Q <br />UZ <br />LU Q <br />Q Z <br />w w 0 <br />U <br />w O LU <br />w <br />N co cn <br />DRAWN <br />NVGI <br />CHECKED <br />JW <br />DATE <br />J U LY 4, 2023 <br />SCALE <br />AS NOTED <br />JOB NO. <br />22-016 <br />SHEET <br />MT30.1 <br />© Copyright Will Engineering LLC <br />+a. <br />0 <br />C� <br />J <br />0 <br />O <br />I� < <Fc, <br />. 0__ <br />mo o. C 306 <br />6m <br />N9T�FAt <br />OF CA��F <br />0 <br />0 <br />U <br />C) <br />.0 <br />0 <br />-4-0 <br />co co <br />Uz <br />W <br />W <br />L 0 <br />0Y <br />ry <br />�V Y <br />0 <br />. �: <br />LLJ <br />v♦ � 07 <br />CONSTRUCTION <br />DOCUMENTS <br />Issue Date <br />REVISIONS <br />75-24272-01 <br />LUNCH SHELTER <br />AS1.3A <br />