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6386 Gall Blvd
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6386 Gall Blvd
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Last modified
3/4/2025 11:31:53 AM
Creation date
2/18/2025 3:34:49 PM
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Building Plans
Street #
6386
Location
Gall Blvd
Contractor
McCon Building Corp
Building Plans - Permit #
19105
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SEALANT, TYPICAL <br />MEMBRANE FLASHING, 3 SIDES <br />SEALANT, TYPIC <br />SEAM & SOLDER <br />FLANGE TO SCU <br />GALV. SCUPPER <br />SCUPPER DETAIL <br />A2 SCALE :1 1/2" = V-0" <br />4--0- <br />STUCCO <br />` ALUMINUM WINDOW <br />EIFS <br />q SILL <br />STONE <br />MOCK-UP SAMPLE <br />132 SCALE :1/4" = V-0" <br />E, TYP. <br />PIED <br />INSTALL BLDG ADDRESS NUMBERS, VERIFY <br />COLOR, LOCATION & ADDRESS wl LOCAL FIRE <br />DEFT. NUMBERS TO BE MIN 4" HI x 1/2" WIDE. <br />ALUMINUM MAIN ENTRY CANOPY <br />uY. <br />I <br />` <br />x <br />-41 <br />C 18.5 C 18.5 C 18.5 F� 18.5 18.5 <br />y' .. -20.1 -20.1 ;..,.. <br />-24.1 3 -20.1 -20.1 ..., <br /># ; f . r. s....r•s' / r 3 a - ,js - s / s " / y / r a <br />5 :.: i "�.,, { ...x :x / c .' x % s s . --j; :.... ", �. ,✓ Wy s, S x �• s f 's 2':5:! <br />KNOX BOX -VERIFY LOCATION & <br />TYPE w/ LOCAL FIRE DEPT _ <br />ELEVATION NOTES: <br />• REQUIRED WIND LOADS IN PSF IS SHOWN <br />ON EACH WINDOW SYSTEM TO BE USED <br />FOR SYSTEM DESIGN, TYPICAL <br />• SEE FOUNDATION PLAN FOR LOCATION <br />OF ALL MASONRY CONTROL JOINTS <br />ALL SIGNAGE & AWNINGS ARE <br />SHOWN FOR REFERENCE ONLY. <br />GC TO COORDINATE w/ <br />VENDORS & VERIFY REQMTs. <br />GC / OWNER MUST DETAIN A <br />SEPARATE PERMIT FOR EACH <br />BEFORE INSTALL IF REQ'D BY <br />MUNICIPALITY. <br />co <br />0 <br />LIMM <br />ME <br />ILE"ir <br />l <br />YLE1I <br />FRONT ELEVATION <br />TALL PIER <br />TYPICAL PIER <br />00 <br />0 <br />m <br />MAIN ENTRY ELEVATIO <br />A7SCALE: 1/8" = V-0" <br />STUCCO IN PLACE OF MASONRY <br />BEHIND ROOF LADDER <br />CORNER PIER <br />1 <br />MATERIALS PALETTE & REPRESENTATION <br />METAL COPING: "MEDIUM BRONZE" (UNA-CLAD) <br />EIFS FACSIA BOARD, DENTILS & UPPER PIERS <br />"TIKI HUT" SW7509, FINE SAND FINISH <br />MFGR'D STONE: FULL HT ON CORNER PIERS, UP TO EIFS AT <br />INTERMEDIATE & CORNER PIERS, (SEE NOTE BELOW FOR <br />SELECTION) <br />CANVAS AWNINGS: "ROYAL BLUE" 4617; "SKY BLUE" 4624; <br />"OYSTER" 4642 (SUNBRELLA) PROVIDED BY OWNER <br />STUCCO TO MATCH "CANVAS TAM' SW7531 <br />MFGR'D STONE (DRY STACK) w/ STONE SILL TRIM AND ACCESSORIES <br />"WOLF CREEK" COUNTRY LEDGESTONE (BORAL STONE) <br />CONTACT HOLLY HIRSCH AT 224-250-0317 OR holly.hirsch@boral.com <br />FOR SAMPLES, PRICING & DISTRIBUTION <br />REAR ELEVATION <br />0-7 <br />IJT ]SCALE: 1/8" = V-0" k V ]SCALE: 1/8" = V-0" <br />U- <br />0 <br />I <br />LU <br />U co <br />Z � <br />M LL <br />PARAPET SCREENS ROOF -TOP <br />EQUIP; ROOFLINE BEHIND —7 <br />DENTIL LOCATIONS TO BE ALIGNED WITH <br />STUCCO CONTROL JOINTS, CENTERED <br />BETWEEN PIERS. COORDINATE WITH <br />ELECTRICAL, CAN LIGHTS TO BE CENTER <br />PROVIDE MASONRY CONTROL JOINTS @ BETWEEN DENTILS, TYPICAL. <br />SUBSTRATE CHANGE (CMU TO TRUSSES) <br />CORNER PIER <br />TYPICAL PIER ALUMINUM CANOPY AND AT ROOF DECK <br />o OVERFLOW SCUPPERco <br />,:;: <br />0 �p 1^ VERIFY w/ PLB PLANS <br />I f G <br />/ I y <br />101 H1 CC 18.5 <br />'l01 <br />r I 2 18.5 " 20.1 <br />7 <br />r <br />s _ } s 'R e-..r::.:G t... _ t - �3 ,p 4 <br />DRIVE THRU ELEVATION <br />SCALE: 1/8" = V-0" <br />FB�8. ....:... O 18.5 <br />-20 I - 24.1 <br />PRODUCT APPROVAL NUMBERS <br />PRODUCT <br />STATE APPROVAL NUMBER <br />MEMBRANE ROOF <br />FL 1559-R9 <br />COPINGS & ROOF EDGES <br />FL 16064-Rl <br />HOLLOW METAL DOOR <br />FL 4553-R10 <br />ALUMINUM DOOR <br />FL 8786-R6 <br />ALUMINUM STOREFRONT FRAMING <br />FL 8787-R5 <br />SERVICE WINDOW <br />FL 16711-R2 <br />CONTINUOUS HINGE <br />FL 9003-R7 <br />RIM EXIT DEVICE <br />FL 3067-R6 <br />EXTERIOR INSULATION FINISH SYSTEM <br />FL 12488-Rl <br />ti <br />r <br />O <br />N <br />Q <br />Z �— <br />M <br />Q U <br />CN <br />LU ICT <br />L!7 <br />CO <br />U)CU CO O <br />U <br />bf > J U) <br />W (1) L.L Q <br />J � <br />O <br />i <br />U >, <br />LU 0) O <br />ZCDNU <br />U � <br />J � <br />J E <br />C <br />J_ <br />2 aD <br />tY CD <br />CU <br />2 <br />a E M <br />N(D -P.' <br />U) <br />C:) <br />0 <br />W U <br />> rn <br />0 G -i <br />Y J <br />LU <br />d Y rnQ >, <br />Ln -C Co 4- <br />O <br />s <br />tNaU-5 n <br />07 <br />H <br />U <br />LU <br />F- <br />U <br />Q <br />Z <br />H <br />Q <br />00 <br />LU U) to K <br />`L�° <br />z(.Na <br />W'U <br />6(5rn <br />ti <br />Z ti r <br />; <br />Q o (`)�� <br />M U) 72 1.9 Lq <br />J Cn > U-) <br />-� O N r- <br />O L0 m ao 00 <br />© OEMA <br />All rights reserved; any copying, <br />transmittal or disclosure subject <br />to OEMA written approval. <br />Z <br />O <br />H <br />Q > <br />W <br />J <br />W <br />L <br />LL <br />ti <br />Oo <br />N <br />/ <br />orf C? <br />W 0) <br />cc <br />�� cc <br />X <br />w <br />2017-054 <br />A201 <br />
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