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7' 0" Rafter Min, <br />7' 0" Rafter Min. <br />8 ea. 27' 8x3xl6ga. C Purlins <br />54' 0" — <br />6 Car Side Elevation <br />1 <br />4 ea. 36' 8x3xl6ga. C Purins <br />18' 0"- <br />36' G' <br />4 Car Side Elevation <br />.7 <br />\` 4 ea. 28' 8x3x16ga. C Purlins <br />Raiser Min. <br />—9' 0" l - <br />18' 0' <br />28' 0" <br />3 Car Side Elevation <br />I <br />I <br />3 6CarOnly <br />4 Center Section <br />4' 5-13/16" <br />4 <br />I � j <br />2 _ <br />i 4 <br />4 5 Car Onty 6 <br />4 Center Se. -ion 4 <br />84„ Kn. <br />I <br />I <br />3' 6" <br />SECTION A <br />Not to Drawing Scale <br />— 8x3 C Pudin, <br />4 <br />6x4x180 T.S. <br />7 Minimum <br />Finished Grade <br />a-c 3-99 <br />a--IS-99 <br />CITY OF EVERETT ! <br />"-1EVIFWED FOR PERMIT <br />STRUCT <br />-.`t. ,L F,',IGINEER'S REVIEW <br />NO EKCLrT 1A�CN <br />Q h h'E rpv RESUBwT <br />NOT REVIEWED ' <br />CONSULTANTS <br />THE DESIGN <br />is r .� 461nIf GIVEN <br />C ^r ES AND <br />r r <br />I<07� CO^RFCTMISS <br />C.. 1. Iri:NG 70 Ii71i `ri <br />Ii <br />` <br />C , 1 ' , r r �G iF;CA7:orS <br />r ti ovenr,Es. <br />a �:• FROM - <br />r <br />,H Ti;E <br />I � - <br />BY ` 10 4 ea. 19' 8xW 6c.a. C Purlins 7ANIS <br />TO" Rafter Mrn?tc �_3I'j;y�' - - <br />i <br />i <br />1810, <br />20' 0" <br />2 Ca )ide Elevation <br />Plan Check No: B 61764 SEPA <br />Applicat.Date: 03/05/99 <br />Job Address: 10101 7TH AVE SE <br />Owner: TRAMMELL CROW <br />Tenant: WILD REED <br />Proposed Use: CARPORTS <br />pmod Strato I CARPORTS <br />of Fork: <br />PORTS <br />FE Tb <br />Elevatit OFFICE SET T/ JOB SET q� <br />11/�211i10/95 D L APPROVED FOR PERMIT: DATE �/2 / ) ( BY <br />0M <br />STRUCTURALNOYES: <br />I. Code: UBC-1997 Rev. t0!(4% 98 <br />2. Design Loads: <br />Seismic Zone 3 <br />Roof Live Load = 25 psf <br />Wind Speed = 80 mph <br />Exposure"B" <br />Soil Bearing Capacity =1W psf <br />3. Structural Steel <br />Slat! ^onstruction shall conform to the AISC Manual, 9th edition. <br />Steel tubing shall be ASTM A500(B), Fy = 46 ksi. <br />Structural Steel shall be ASTM A36, Fy = 36 ksi. <br />Wide Flange shall be ASTM A572. Fy = 50 ksi. <br />Cold formed shapes shall be ASTM A446, Fy = 50 ksi. <br />Roof panels shall be ASTM A446, Fy = 80 ksi. <br />4. Screw Fasteners: <br />Self -Drilling and Self- Tapping Screws shall conform to ASTM A545 <br />5. Bolts: <br />All bolts shall conform to ASTM A307. <br />6. Welding: <br />All welding shall be w7E7/010( e k ctrodeS <br />All welds shall be single pass 3/10" fillet except as noted. <br />7. Foundation: <br />Footings'shail be poured on undisturbed native soil having a minimum <br />bearing capacity of '1000 PSF. Rev. <br />Contractor shall verify soil condition prior to construction. <br />8. Concrete: <br />Concrete Fc' = 2500 psi at 28 days. <br />9. Roofing: <br />"HI -Rib II" or approved equivalent, <br />29 Ga. steel roof panels W/1-1/4" ribs <br />w/*12-14 x 1" screw fasteners at approx. 12' O.C. or (3) <br />screws per each 36" wide panel @ each support. <br />No special inspection required on project <br />laid Strato Carports, 25/80B <br />at T6 <br />BUILDING SECTION <br />NC Dam i 800" Tdrawr <br />11/20/95 LAN 1/4-n 1' +{ 1/16" <br />--54' 0" - - -- --- <br />- 45'------- <br />-27' 0- 7 <br />- - - - _- I------ -- ------ - - - --- _- -I- - _ -'j- - -- - TT <br />' - -- -- -- -- -- -- - - -- -- -4 -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -; -- -- -- -- -- ---9'0" <br />- <br />13' 4" - <br />I .;I <br />--- <br />— ----- — —I— — — — — — — —--------------- ---- ------------- — —"— <br />jl <br />I. <br />tL! <br />. ?IAN VIEW - 6 CAR ROOF FRAMING <br />13' 4" <br />m <br />a 3L, „ s ti0=ba <br />PURLIN TO RattK <br />1 END CONNECTION <br />4 t FB 4x3M6x15-3/4" <br />(4) Tetc:12-li i —; Open Side <br />ASTM SAS <br />E _ of Ptatin <br />I <br />t <br />141 Tek fr.2-14 <br />ASTM 546 <br />? VJ8zt3 S <br />I <br />PURLIN SPLICE TO <br />r Rafter Connection <br />',I,) Mat FB 4x3/16x6" FB <br />PLAN VIEW - 4 CAR ROOF FRAMING <br />2 Purrin Clip to Rafter <br />4 Mat FB 4x3/16xb"' <br />5-5/1 <br />TbTAL) <br />5' 9-1/2" 1 9--' <br />- 2-112" Gage <br />5 W8xr0 Rafter Layout <br />4 Re.V_ <br />5-5/1 <br />/ <br />EXPtR63 <br />1 <br />t3' c <br />I;I <br />i -9' Past C1L to Sheet -Edge--- <br />Finished CCrade — I' <br />End Elevation <br />° Strato Carports, 25/80/8 <br />`Roof & Elevation Plans <br />IDOL ada: dorm= <br />11/2(Y95 ll.e.1 1/4'■T +/- 1/160 <br />PURLIN SPLICE <br />3 Ratter END CONN. — <br />4 Mat FB 4al6x15-3/4" <br />!3/llo`I Fri SHIM OHS 5'DE <br />t �^� <br />n d <br />3OLT5 <br />l--I2'--� l 2-1z <br />F3116'3118 <br />xl/4x 9' <br />ussets <br />TI FB <br />y <br />,I <br />6 Column to Rafter Connection <br />MatB1/42 <br />(RAFTER NOT _5+M?4 ) <br />REV. 7116197 <br />2 of <br />tTib Details �a <br />t 1/2LY95 L li 14' • t' �i n 6. I r 4 of 4 <br />CarP'er►tit 1-f'6 6 7(0q <br />1 n4 n7 7th AAN4% Or' <br />• ® a ■ •� s v %IV S� <br />