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3302 MCDOUGALL AVE 2019 SNO VALLEY PROCESS SOLUTIONS Plans 2022-12-01
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3302 MCDOUGALL AVE 2019 SNO VALLEY PROCESS SOLUTIONS Plans 2022-12-01
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Last modified
12/1/2022 11:26:58 AM
Creation date
6/23/2022 9:27:50 AM
Metadata
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Template:
Address Document
Street Name
MCDOUGALL AVE
Street Number
3302
Tenant Name
SNO VALLEY PROCESS SOLUTIONS
Permit
B1906-039
Year
2019
Notes
CONSTRUCT 2340SF WAREHOUSE ADDITION
Address Document Type
Plans
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VENEER HALL <br />0ON5T . <br />HATERPR00F " <br />UNDERLAYMENT <br />5T EEL ANGLE <br />LINTEL PER <br />5TRUCT. SEAL T <br />1" DEFLECTION Ij <br />5PA6E F I LL i ` <br />VOID W/ BATT <br />IN5UL. <br />III ® 1 1 —o ll <br />24 UM. PREF I <br />METAL FLSG. <br />1/2" HEM EDG <br />24 GA. PREFI1\ <br />METAL RAKE1 <br />TR I 1 <br />24 GA. PREi <br />VENTED ME <br />50F <br />]it 1 1 ®®ll <br />24 GA. PREFIN. <br />METAL FL56. <br />FRAME HALL. <br />C0N5T.(MTL <br />5IDING) <br />HATERPROOF <br />CL.G. PER PLAN UNDERLAYMENT <br />HEADER PER <br />5TRUCT. 24 GA. PREFIN. <br />METAL FLSG. H/ <br />1 /2" HEM EDGE <br />SEALANT <br />�--- SEALAN 1II DEFLECTION <br />STOREFRONT SPACE FILL <br />FRMG. VOID H/ BATT <br />IN5UL. <br />MTL ROOFING <br />=ALANT <br />/41I HOOD <br />ILL <br />1,AME WALL <br />>N5T . <br />PROVIDE WATERPROOF <br />UNDERLAYMENT FULL <br />HEi6HT AT JAMB5 TYP. <br />STOREFRONT ---. <br />STOREFRONT <br />RECEPTOR 5ILL <br />BRICK SILL <br />WATERPROOF <br />UNDERLAYMENT <br />VENEER HALL- <br />CONST. <br />SILL <br />1. ❑ A 1 1—®11 � / 1 II 1 I®®II 1 II o 1 i —oII <br />MTL ROOFING <br />24 GA. PREFIN. WATERPROOF <br />EAVF FL56. A/ UNDERLAYMENT CONNECTION <br />OPEN HEM TO RIGID INSULATION PREFINISHED PER 5TRUCT. <br />HANG GUTTER METAL IDING <br />24 GA. PREFIN. 24 GA. PREFIN. , SEALANT <br />METAL GUTTER W/�� METAL FLSG. <br />END CL05URE5 <br />METAL ROOFING <br />PLYHOOD PER � <br />5TRUC. <br />III 1 i —oil <br />TJI RAFTER5 5EE <br />STRUCTURAL <br />PLYHOOD 5EE <br />STRUCTURAL <br />P EFINI5HED PREFIN15HEP <br />METAL ROOFING 24 GA. PREFIN. METAL ROOFING <br />STEEL DECK PER SAVE FLSG W/ <br />5 UCT. OPEN HEM TO STEEL DECK PER <br />HANG GUTTER <br />5TRUCT. <br />n 24 GA. PREFIN. <br />METAL GUTTER H 2 ,1 <br />END CL05URE5 <br />24 GA. PREFIN. FRAMING PER " it CHANNEL PER <br />METAL CLEAT W/ 5TRUCT. 5 1 ®® FRAMING PLANS <br />C6UTTER <br />III ® 1 I ®®II II � 1 1 ®®II <br />RAFTER PER <br />STRUCTURE <br />FLASHIN6 @ NALL <br />III = <br />1 1-0 If <br />T 5EALANT <br />/-5/411 WOOD <br />SILL <br />i <br />PROVIDE WATERPROOF <br />UNDERLAYMENT FULL <br />HEIGHT AT JAM55 TYP. <br />FRAME NALL <br />CON5T, <br />24 GA. PREi <br />METAL FL5G <br />1 /2 " HEM El <br />VENEER WAL! <br />CONST. <br />TL FOR BLOGK ViE <br />TRANSITION IN SIPIN6 <br />III 1 I —o it <br />1 /b'I x III METAL <br />TERMINATION BAR <br />W/ EXPAN5ION <br />ANCHORS @ 12" O.C. <br />ROD AND CLEVI5 T <br />,4 GA. PREFIN. PER 5TRUCT. <br />METAL FL56. <br />24 GA. GAIN. <br />ROOF DECK <br />24 GA. Rsue"EF I N . I -OII CHANNEL PER 24 GA. GALV . <br />S RUCT . ROOF DECK . <br />METAL GUTTER NOTCH A5 RE0'D. <br />W/ 5OLDERED 4" PIA. OVERFLOW AT CONNECTOR <br />END CAPS HOLE AT EA. END PLATE <br />OF GUTTER. <br />SOY AT :SAL L G EDGE <br />1 11 9 1 I —o it I 0 111 1 I —O it <br />ANGLE PER <br />5TRUCT. <br />CHANNEL PER <br />5TRUCT. <br />q) <br />6 <br />� <br />a3 <br />�cri <br />w <br />_�®j � <br />a.. <br />o <br />gU g <br />® <br />0 <br />W, <br />O <br />U <br />
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