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38421 5th Ave (3)
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38421 5th Ave (3)
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Last modified
3/3/2025 6:45:36 PM
Creation date
2/18/2025 3:25:25 PM
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Building Plans
Street #
38421
Location
5th Ave
Contractor
Stine Construction
Building Plans - Permit #
22120
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EXTERIOR DOOR SCHDULE <br />FA <br />EXISTING 6'0"X7'0" GLASS STORE FRONT UNIT WITH <br />CLEAR SINGLE GLAZED GLASS BRONZE FRAME WITH <br />CYLINDER EXTERIOR KEY ON ACTIVE DOOR AND EDGE <br />BOLTS ON INACTIVE. DOOR CLOSURE EACH DOOR. <br />BOTH DOORS TO BE UNLOCKED DURING OPERATION <br />HOURS <br />© <br />EXISTING 3'0"X7'0" GLASS STORE FRONT UNIT WITH <br />CLEAR SINGLE GLAZED GLASS BRONZE FRAME WITH <br />CYLINDER EXTERIOR KEY. DOOR CLOSURE. DOOR TO <br />BE UNLOCKED DURING OPERATION HOURS <br />© <br />NEW 3'0"X7'0" FLUSH HOLLOW METAL DOOR WITH <br />METAL FRAME. ADA LEVER KEY LOCK ON EXTERIOR <br />PANIC PUSH BAR ON INTERIOR. DOOR CLOSURE, <br />ADA BUMPER SILL <br />EXISTING 3'0"X7'0" FLUSH HOLLOW METAL DOOR WITH <br />METAL FRAME. ADA LEVER KEY LOCK ON EXTERIOR <br />PANIC PUSH BAR ON INTERIOR. DOOR CLOSURE. <br />ADA BUMPER SILL <br />0 <br />NEW 6'0"X7'0" GLASS STORE FRONT UNIT WITH TRANSOM <br />CLEAR SINGLE GLAZED GLASS BRONZE FRAME WITH <br />CYLINDER EXTERIOR KEY ON ACTIVE DOOR AND EDGE <br />BOLTS ON INACTIVE. DOOR CLOSURE EACH DOOR. <br />BOTH DOORS TO BE UNLOCKED DURING OPERATION <br />HOURS. VERIFY IN FIELD AND WITH OWNER <br />�F <br />8'8"X7'0" INSUALTED STEEL ROLL UP DOOR <br />VERIFY OIN FIELD AND WITH OWNER <br />© <br />EXISTING 3'0"X7'0" FLUSH HOLLOW METAL DOOR WITH <br />METAL FRAME. ADA LEVER KEY LOCK. ADA BUMPER SILL <br />0 <br />EXISTING 20"X108" FIXED GLASS WINDOW, BRONZE <br />FRAME CLEAR SINGLE GLAZED GLASS UNIT <br />❑1 <br />EXISTING 20"X88" FIXED GLASS WINDOW, BRONZE <br />FRAME CLEAR SINGLE GLAZED GLASS UNIT <br />EXISTING 96"X48" SLIDER WINDOW, BRONZE <br />FRAME CLEAR SINGLE GLAZED GLASS UNIT <br />❑K <br />EXISTING 20"X88" FIXED GLASS WINDOW, BRONZE <br />FRAME CLEAR SINGLE GLAZED GLASS UNIT <br />ALL WINDOWS NOT LABELED WILL BE DRYWALLED <br />OVER ON THE INTERIOROF BUILDING AND WILL ONLY <br />BE SEEN FROM THE EXTERIOR OF BUILDING <br />HARDWARE STYLE AND FINSH TO BE CHOSEN BY OWNER <br />INTERIOR DOOR SCHDULE <br />NEW 3'0"X6'8" SOLID CORE BIRCH DOOR WITH <br />PAINT GRADE WOOD FRAME. ADA LEVEL PASSAGE <br />NEW 3'0"X6'8" SOLID CORE BIRCH DOOR WITH <br />91 PAINT GRADE WOOD FRAME. ADA LEVEL PRIVACY <br />EXISTING 3'0"X6'8" SOLID CORE BIRCH DOOR WITH <br />PAINT GRADE WOOD FRAME. ADA LEVEL KEY LOCK <br />® NEW TO" X 6'8" LOUVERED WOOD BIFOLD <br />DRYWALL WRAPPED FRAME <br />NEW 60" X 68" LOUVERED WOOD BIFOLD <br />DRYWALL WRAPPED FRAME <br />© EXISTING 2'6"X6'8" HOLLOW CORE DOOR WITH <br />PAINT GRADE WOOD FRAME. ADA LEVEL PASSAGE <br />LOCK <br />EXISTING 2'0"X6'8" HOLLOW CORE DOOR WITH <br />PAINT GRADE WOOD FRAME. ADA LEVEL PRIVACY <br />LOCK <br />® NEW 5'0"X4'0" ONE WAY FIXED GLASS ALUMINUM FRAME <br />9❑ NEW 8'0"X4'0" ONE WAY FIXED GLASS ALUMINUM FRAME <br />HARDWARE STYLE AND FINSH TO BE CHOSEN BY OWNER <br />BRACE WALLS AS NEEDED TO BOTTOM <br />kBOVE <br />ELEVATOR <br />FOUNDATION PLAN 1/411 = 1' 0" <br />I I I I I I I I I I I I I I <br />I 1 1 I I I I I I I I I I I <br />I I I I I I I I I I I I I I <br />I I I I I I I I I I I I I I I I <br />I I I I I I I I I I I I I I I I <br />I I I I I I I I I I I I I I I I <br />7 1/7�' 6" ALUM11 IUM STRUT TURAL I I I I I I I I <br />I I II II II II II II AHE 'I I' 'I 'I 'I 'I 'I 'I 'I ' <br />LSIONBLORWALW , , N 5/8"X5" �PANI I I I I I BOLT 12" OC I I I I <br />4" FLANGE X 8" TALL 3/16" WEB ALUMINUM <br />I I I I I I I I I I I I <br />STRUCTURAL I BEAMS AT 24" OC TYPICAL <br />WITH EPICORE AND SAB POURED AT TOP <br />I I I 1 1 I I I I I I I I I I I I I I I I <br />SEE CUT SECTION S-3 <br />I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I <br />- - - + + - - - - + + - - - - + + - - - - + + - - - - + + - - - + - - - - - L L - - - - L L - - - - L L - - - - L L - - L L - - - - 1- - - - - 1- - - - - h - - - f <br />I I Al I I I I I I I I I I I I I I I I I I I I I I I I I I I <br />I 5" SORE 114" T ICK WALL, I I I I I I I 1 1 I I I I I I I I I I <br />I I I I I I I I I I I I I I I I I I I I I I <br />ALUMI M STRU �URAL C pMN <br />I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I <br />I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I <br />I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I <br />10' 2%" <br />10' 2'/4" <br />41' 9" <br />10' 2'/" <br />FRONT DECK BEAM & JOIST PLAN 1 /411 = 1' 0" <br />DBL 2"X6"X0.050X0.120" ALUMINUM JOIST BEAM <br />AT CORNER LOCATION SECURE TO FACE OF BLOCK <br />WALL USING SIMPSIN LSU4.12 ADJUSTABLE HANGER <br />WITH MINIMUMM 8-1/4"X1 3/4" TAP CONS AND FILL ALL <br />HOLES TO JOIST WITH #8X1 "SDS <br />I I I I I I I I I I I <br />I I 1 1 I I I I I I I <br />I I I I I I I I I I I <br />I I I I I I I I I I I <br />I I I I I I I I I I I <br />I I I I I I I I I I I <br />I I I I I I I I I I I <br />I I I I I I I I I I I <br />I I I I I I I I I I I <br />I I I I I I I I I I I <br />I I I I I I I I I I I <br />I I I I I I I I I I I <br />I I I I I I I I I I I <br />I I I I I I I I I I I <br />I I I I I I I I I I I <br />I I I I I I I I I I I <br />I I I I I I I I I I I <br />I I I I I I I I I I I <br />I I I I I I I I I I I <br />I I I I I I I I I I I <br />I I I I I I I I I I I <br />L----' L----' <br />- - - - -F F" - - - - F F - - - - F F - - - - FF - <br />I I I I I I I I I I I <br />6' 8" I�UMINUM TRUCTU L I BEAM <br />SUPP �tTING C I RETE Fl pR BALL Y <br />ASOV ITHATWIU CANTILEV OUT TO EDGE I <br />OF E4I TING SID WALK <br />10' 2'/<" <br />I <br />1 <br />I SECURE ALL, INUM ROOF JOIST TO FACE OF BLOCK <br />WALL WITH 1 IMPSON HL33 HEAVY ANGLE AT EACH <br />ELEVATOR SIDE WITH It!" THRU BOLT IN JOISTAND 1-1/2" 4" <br />EXPANSION BOLT IN WALL <br />PT "X6"X0.05 X0.120" AL MINUM J IST BEAM _ 36" OC 00 <br />SECURE ALUMINUM ROOF JOIST T TOP OF <br />B AM WITH 1- SIM SON HL33 HEA ANGLE <br />A EACH SIDE WIT 1/2" THRU BOLT IN JOIST <br />A14D 1-1/2" BOLT TO BEAM BELOWPT EACH SIDE <br />L STUD WALL AT 16" OC <br />co <br />GYPSUMBOARD ON -- -------- -------- -------- -------- A --------4 -------- -- ---- ------ - ------ ------ ------------------------ N <br />-------------------------------------------------- -- ---- ------ - - ------ ------ - -------- -------- -------- <br />AND TOP AND <br />1/2" SDS EACH 41' 9" <br />SURE TO FLOOR <br />24" OC SECURE ALUMINUM ROOF JOIST TO TOP OF <br />I1 1' 0„ BEAM WITH 1-SIMPSON HL33 HEAVY ANGLE <br />ROOF PLAN 1 /4 <br />AT EACH SIDE WITH 1/2" THRU BOLT IN JOIST <br />AND 1-1/2" BOLT TO BEAM BELOW AT EACH SIDE <br />DIMENSIONS ARE APPROXIMATE AND MUST BE FIELD VERIFIED <br />BY CONTRACTOR BEFORE NEW CONSTRUCTIONS BEGINS►i d <br />INTERIOR BUILDING WALL DETAIL <br />HANSO*.E. 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