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1 <br />4 <br />> <br />N <br />O <br />N <br />rI <br />< <br />N <br />cn <br />c� <br />U) <br />U <br />:T <br />c <br />P <br />O <br />0 <br />N <br />m <br />U <br />0 <br />0 <br />N <br />rl- <br />N <br />L0 <br />N <br />U) <br />m <br />U) <br />U <br />T <br />m <br />c,z <br />m5 <br />N <br />c <br />c� <br />O <br />0 <br />Iv <br />U) <br />U <br />O_ <br />r) <br />0 <br />N <br />I\ <br />N n <br />Ib <br />I� O <br />\ N <br />U N <br />O <br />�� <br />U) N <br />(1) CD <br />-p N <br />O p <br />< <br />LO <br />0o <br />co <br />N <br />O <br />N <br />FRAME SPACING SCHEDULE <br />SNOW REGION <br />NO. OF <br />FRAMES <br />FRAME <br />SPACING <br />P9<22 PSF <br />3 <br />12'-0" <br />22PSF <P9<_33PSF <br />4 <br />8'-0" <br />30'-0" <br />24' - 0" LX - 0" <br />16 I I <br />I 3 11 I <br />M�T20�1 TYP. My MU 1 TYP. <br />v <br />I <br />X x X TYP <br />15 <br />cl) MT20.1 TYP. C0 <br />b M Y RIDGE <br />N - 10 AT DECK <br />MT20.1 SPLICE <br />8 ,X X �� ONLY X 12 TYP. <br />(o CID CD MT20.1 U.N.O. <br />MT20.1 <br />�i TYP. i ` = _ <br />I <br />i; 14 <br />3 <br />� MT20.1 <br />TYP. MT20.1 <br />ALUMINUM ROOF <br />DECK PER <br />6 <br />ROOF PLAN MT20.1 <br />24' - 0" <br />PER SCHEDULE <br />3 HSS6X6X1/4 COLUMN, <br />TYP. <br />(MT20.1; <br />CONCRETE <br />I FOOTING, I <br />TYP. <br />I I I I M1 T20.1� <br />TYP. <br />3 <br />MT20.1 <br />FOUNDATION PLAN <br />20' x 30' SHELTER PLANS C <br />1/8" = 1'-0" <br />I <br />1 1/4" <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<22PSF <br />4 <br />12'-0" <br />22 PSF < Ps <_ 33 PSF <br />5 <br />9' 0" <br />42'-0" <br />PER SCHEDULE <br />TYP. <br />3 11 <br />iv 16 I MT20.1 MT20.1 TYP. <br />MT20.1 <br />TYP. <br />r_ 8 <br />x 15 cxo ccoo cxo / MT20.1TYP. <br />M1 TZp.1 U) U) <br />_ TYP. _ <br />M RIDGE <br />10 <br />�r 7t v d- <br />8 <br />�,P MT20.1 AT DECK X 12 TYP. <br />-i SPLICE W <br />MT20.1 TYP. m U.N.O. m m ONLY m M�T2�1 U.N.O. <br />i � i � � z i <br />� I <br />14 <br />MT20.1 <br />TYP. ALUMINUM ROOF <br />3 DECK PER 6 <br />MT20.1 <br />MT20� <br />20' x 42- SHELTER PLANS <br />1/8" = V-0" <br />12 <br />2 3/4 ALUMINUM ROOF <br />DECK PER 6/MT20.1 <br />B.O. FASCIA <br />- DOWNSPOUT <br />WHERE OCCURS <br />w <br />z <br />_ <br />O <br />z <br />w <br />Uj <br />U <br />p <br />HSS RAFTER <br />NO <br />v <br />REQUIRED SAVE HEIGHT FOR EACH SITE SHALL BE <br />w <br />0 <br />z <br />a <br />U) <br />PER PLAN, TYP. <br />DETERMINED BY OWNER. <br />X <br />wQ <br />w <br />2 <br />3:> <br />p <br />= <br />p <br />HSS COLUMN <br />w o <br />a <br />O <br />-- SLIP RESISTANT CONCRETE <br />Q <br />PER PLAN, TYP. <br />, <br />SLAB -ON -GRADE OR <br />0 <br />PAVING PER OWNER <br />U_ <br />$ <br />FIRM AND STABLE --1 <br />--- CONCRETE <br />: <br />I <br />SURFACE WITH 2% <br />>e <br />_ FOOTING, TYP. <br />J•<d, <br />MAX SLOPE TYP. IN <br />° <br />° <br />ALL DIRECTIONS TYP. <br />°4 ; <br />d ° <br />,d <br />. <br />4 <br />MT20. 1TYP. <br />BUILDING SECTION <br />1/4" <br />CENTERLINE OF HSS COLUMN, <br />FOOTING, BASEPLATE, AND <br />Ar\1f- (_)M1 Pni T DATTI=DKI <br />ROOF PLAN 7/16 \ I HSS COLUMN PER PLAN <br />CONC. PAD <br />----------------- <br />t _--1 1/8" x 12" SQ. BASE PLATE W/ <br />36' - 0" CONC. SLAB OR (4) 1" DIA. THREADED ROD <br />PAVING (PER OWNER) ANCHOR BOLTS. <br />OVER ANCHOR BOLTS <br />PER SCHEDULE 1 1/2 P. -SLOPE CONC. 2% MIN. FOR DRAINAGE <br />HSS6X6X1/4 COLUMN, FINISH GRADE 4A --1 1/2"± NON SHRINK GROUT <br />3 TYP. Ij <br />MT20.1 - <br />j N-=*-t=+-+�- LEVELING NUTS <br />O �- rt Its t ;l <br />ONCRETE <br />z O <br />_ 7 _tI 1 t _ <br />(3) #4 TIES AT 2" O.C. <br />DOTING, I I <br />w <br />i- <br />It- I <br />AT TOP 5" <br />eP. <br />w <br />M <br />-7-Itl-.�.,.41._r_ <br />I <br />= <br />I I 1 I <br />#4 TIES AT 4" O.C., TYP. <br />Z <br />I=+� _ - <br />1' <br />(12) #5 VERTS. <br />135° HOOKS AROUND <br />1 I <br />CONCRETE FOOTING <br />6' <br />VERTICAL BARS. <br />TYP <br />°- <br />-I-- r - <br />EXTEND HOOK 3" <br />EO <br />3/16" X 2" <br />BOLT HOLES .00F <br />BEYOND BEND <br />_ - <br />4B <br />1 r <br />WASHERS <br />BETWEEN N <br />1' - 0" <br />FOR ANCHOR I• <br />BOLTS SHALL <br />- HOOK OVERLAP <br />- --I- �-- - <br />TWO NUTS <br />- <br />- --T____ <br />BE EQUAL TO <br />LOCATIONS SHALL BE <br />�� <br />3 <br />i <br />- - _I_ �- - i - <br />AT EACH <br />ANCHOR <br />o <br />THE BOLT DIA. <br />PLUS 1/8" <br />STAGGERED FROM <br />ADJACENT HOOPS. <br />MT20.1 <br />3" CLR. <br />I I <br />0) <br />TYP. <br />BOLT. <br />------I--t- <br />• <br />P <br />r <br />- <br />- <br />- <br />- <br />FOUNDATION PLAN <br />a <br />I <br />2 3/8" 2 3/8" <br />Ij <br />1 5/16"-- <br />.125" RADIUS - 0.094" THICK 3/4" io <br />TYP. U.N.O. TYP. <br />cn <br />a c <br />\� 0.109" THICK - <br />AT STIFFENER <br />' 3 1/8" 1 3 1/8" <br />� 0.038" THICK r <br />MINIMUM SECTION PROPERTIES: <br />APPLY CONTINUOUS BEAD <br />OF ROOF SEALANT CAULKING A = 1.85 in2 <br />(MIN 1/2" WIDE x 1/4" THICK) Stop = 2.17 in3 <br />PRIOR TO PLACING MINIMUM SECTION PROPERTIES: p <br />OVERLAPPING DECK TYP. Sbottom = 2.78 in <br />A = 1.27 in <br />Stop = 0.84 in3 <br />Sbottom = 1.08 in <br />I = 1.18 in4 <br />INTERLOCKING DECK PROFILE <br />25 1/2" <br />24" COVERAGE <br />5/16" <br />100" RADIUS <br />8 I s <br />3 1/8" { 3 1/8" <br />3" = 1'-0" <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 />MT20.1 <br />NOTE: <br />ROLL DECK OVER <br />RIDGE AS SHOWN <br />ROOF DECK AT RIDGE <br />1 1/2" = V-0" <br />1 = 6.78 in4 <br />RIDGE CAP PROFILE <br />3" = 1'-0" <br />NOTE: <br />ROLL DECK OVER 0.024" THICK ALUMINUM <br />RIDGE AS SHOWN / FLASHING W/ (4) #8-18 HWH #2 <br />POINT SELF DRILLING <br />SCREWS TO RIDGE CAP <br />ALUMINUM RIDGE CAP 10 <br />PER DETAIL 7/MT20.1 <br />MT20.1 <br />- i <br />�1:3 ROOF DECK AT RIDGE CAP <br />1 1/2" = V-0" <br />(2) #8-18 x 1/2" HWH #2 <br />POINT SELF DRILLINr <br />SCREWS AT 8" O.C. <br />0.078" THICK <br />ALUMINUM GUTTER <br />2 6 DIA. <br />PLAN SECTION PLAN SECTION <br />FOUNDATION SECTION <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 / MT20.1 <br />2. FOR COLUMN CONNECTION TO BASE PLATE, <br />BASE PLATE, ANCHOR BOLTS, AND NON <br />SHRINK GROUT, SEE DETAIL 4 / MT20.1 <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 />Planning and Builcino-Agency <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 />V - 4" <br />(8) #5 EACH WAY <br /><- 2' - 0" <br />(8) #6 EACH WAY <br /><_ 2'- 6" <br />(8) #7 EACH WAY <br />C7 <br />z <br />0 <br />CENTERLINE OF HSS COLUMN, <br />LL <br />a <br />FOOTING, BASEPLATE, AND <br />I <br />ANCHOR BOLT PATTERN. <br />�w <br />iil <br />O >O <br />m <br />I <br />-- - HSS COLUMN PER PLAN <br />W <br />cU) <br />z <br />2'- 0" DIA. <br />I I <br />- SLOPE CONCRETE <br />z ?' <br />CONCRETE PAD <br />j <br />2% MIN. FOR <br />O <br />I <br />DRAINAGE <br />w <br />a <br />i I <br />� I � <br />FINISH GRADE <br />i I <br />Qi I I• <br />I <br />4d <br />o(a <br />g u <br />w _ <br />U� <br />co <br />� � <br />3" CLR. REINFORCING PER <br />TYP. SCHEDULE <br />----THICKEN FOOTING AT <br />ANCHOR BOLTS TO <br />PROVIDE 3" MIN <br />7' 0" SQ. CONCRETE COVER. <br />ALTERNATE FOUNDATION SECTION <br />3/4" = V-0" �0-3/4" = V-0" <br />NOTE: <br />FOR RIDGE CAP FLASHING <br />AT PEAK, SEE 13 / MT20.1 <br />2" x 2" MIN. SCREW PATTERN <br />1/2" MAX ALUMINUM RIDGE CAP <br />(3) #8-18 x 3/4" HWH #2 POINT T,P <br />(4) #12-24 HWH #5 POINT SELF DRILLING SCREWS, 1" PER DETAIL 7 / MT20.1 <br />SCREWS APART, AT EACH LOW FLUTE (8" <br />SELF DRILLING SCR <br />Al i inninii ine r�nnr n� �K W/ BOND SEAL AT EA. <br />O.C.) EA. SIDE, TYP. - ALUMINUM ROOF DECK <br />1 LOW FLUTE (8" O.C.) PER DETAIL 6 / MT20.1 <br />ALUMINUM ROOF DECK <br />4011' PER DETAIL 6 / MT20.1 <br />1 <br />1/8" CLEAR FOR DECK DRAINAGE <br />GUTTER TO ROOF DECK CONN. <br />3" = T-0" <br />NOTE: <br />ROOF DECK AND ATTACHMENT 3/16 <br />NOT SHOWN FOR CLARITY. STIFFENER PLATE 1/4" x <br />3" x 5" EA SIDE <br />3/16 <br />3/16 <br />CLOSURE PLATE 1/4" 1112' <br />x 5 3/4" x 0'- 5 5/8" <br />1 112" <br />HSS RAFTER PER <br />PLAN, TYP. <br />PLATE 3/4" x 9" x 1'- 0" <br />3/16 <br />F1/4 <br />- (4) 5/8" DIA. HSB'S AT <br />I <br />6" x 9" GAGE <br />OPTIONAL DOWNSPOUT <br />EA. CORNER COLUMN <br />PER MANUF WHERE <br />REQ'D BY OWNER. SEE <br />DOWNSPOUT CLIP PER <br />SITE SPECIFIC OPTIONS. <br />MANUF. AT TOP, BOTTOM, AND <br />4'-0" O.C. MAX. CONNECT TO <br />COLUMN WITH #12-24 X 1 1/4 <br />U <br />ROUNDED HEAD #5 POINT <br />1 <br />SELF DRILLING SCREW. <br />HSS-COLUMN PER PLAN, <br />TYP. <br />RAFTER TO COLUMN CONNECTION <br />1 1/2" = V-0" <br />HSS RAFTER <br />PER PLAN <br />ROOF DECK TO RAFTER CONN. <br />3" = 1'-0" <br />NOTE: <br />ROOF DECK AND ATTACHMENT <br />NOT SHOWN FOR CLARITY. <br />R80�T A yPss 1 112' TYP <br />4" OV", ER ON RAFTER T <br />cq <br />3/16 <br />N <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 />ROOF DECK SPLICE <br />3" = 1'-0" <br />PLATE 1" x 5 3/4" (V) x 0'- 5 5/8" <br />(4) 5/8" DIA. HSB's AT <br />3 112" O.C. EA. WAY <br />HSS RAFTER PER PLAN, TYP. <br />12 <br />TYP. U.N.O. <br />MT20.1 <br />10 ONE FRAME ONLY <br />MT20.1 WHERE NOTED ON PLAN <br />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 IN <br />BOTTOM OF <br />GUTTER WHERE <br />SCUPPER OCCURS <br />NOTE: <br />SCUPPER NOT USED WHERE <br />DOWNSPOUT OPTION IS <br />SELECTED. SEE SITE <br />SPECIFIC OPTIONS. <br />AT SCUPPER OPTION <br />GUTTER DRAIN HOLES <br />1 1/2" = V-0" T20. 3" = 1'-0" <br />#8-18 x 1/2" HWH #2 POINT SELF <br />/ DRILLING SCREWS AT 12" O.C. <br />ALUMINUM ROOF DECK <br />PER DETAIL 6 / MT20.1 <br />(31 <br />EAVE TO ROOF DECK CONN. <br />3" = V-0" <br />JTTER PER DETAIL 8 / MT20.1 <br />'TIONAL DOWNSPOUT EA. <br />)RNER COLUMN WHERE <br />BY OWNER. SEE SITE <br />SPECIFIC OPTIONS <br />JTTER PER DETAIL 8 / MT20.1 <br />- b" LONG x 0.024" THICK <br />ALUMINUM SCUPPER W/ <br />(2) #8-18 x 112" HWH #2 <br />POINT SELF DRILLING <br />SCREWS TO GUTTER. <br />U <br />o. <br />Q <br />.-I <br />.� <br />L0 <br />W <br />LO <br />V) <br />O <br />L0 <br />O <br />LO <br />Q <br />w <br />:�jC-4z <br />N <br />- <br />V) <br />O <br />- <br />CO <br />L <br />C <br />Q) <br />O <br />-c- <br />ry <br />a_ <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 />N <br />Ecn <br />W <br />o <br />�U <br />co <br />V) <br />C <br />�o <br />W <br />i <br />WO <br />V) <br />U <br />UU <br />O <br />® <br />co <br />U <br />o <br />UCN <br />o <br />Q <br />0� <br />Za <br />>` <br />3 <br />U <br />a <br />o <br />c� <br />0 <br />< <br />i <br />< <br />U <br />l �ILUN� <br />� <br />Lo <br />w <br />=Ua <br />O <br />Q <br />� <br />O <br />U <br />Q <br />W <br />04 <br />L0 <br />o0 <br />w <br />IL <br />0) <br />� <br />o <br />CD <br />Q) <br />4 <br />0 <br />U <br />0- <br />o <br />0 <br />Q <br />CL <br />0 _J <br />I Q <br />F- <br />LU LLJ <br />_ 0 <br />cn Q <br />U z <br />LLJ Q <br />Q cn <br />�z <br />w LLJ O <br />w UCD w <br />w <br />= CAI to <br />DRAWN <br />NVGI <br />CHE\C/�K/ED <br />DATE <br />J U LY 4, 2023 <br />SCALE <br />AS NOTED <br />JOB NO. <br />22-016 <br />SHEET <br />MT20.1 <br />© Copyright Will Engineering LLC <br />O <br />O <br />.0 <br />O <br />IZ- <br />Co co <br />Uz <br />W <br />w <br />o <br />C6 � <br />a <br />nL 75 <br />ry <br />�V Y <br />>O <br />LLl <br />U/ W!^ v! <br />CONSTRUCTION <br />DOCUMENTS <br />Issue Date <br />REVISIONS <br />75-24272-01 <br />CANOPY <br />AS1.3B <br />