A.4-7.2 - 4th and Colorado - Facade Example — original pdf

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I.2 ____________ 3 A7.04 PL 0.4 0.8 PL 0.4 0.8 A1 B6 B6 A1 ____________ 6 A10.45 45' - 0" T.O. SUBFLOOR FLOOR 6 A1 A1 C1 B6 ____________ 4 A10.45 ____________ 5 A8.14 ____________ 9 A10.44 D4 E1 S22 19 18 33 8 26 4 A8.61 34 26 7 34 13 26 7 13 34 33 26 7 19 41 26 38 41 26 38 5 A8.14 65' - 0" T.O. ROOF 55' - 0" T.O. SUBFLOOR FLOOR 7 35' - 0" T.O. SUBFLOOR FLOOR 5 25' - 0" T.O. SLAB FLOOR 4 15' - 0" T.O. SLAB FLOOR 3 5' - 0" T.O. SLAB FLOOR 2 " 0 - ' 0 1 " 0 - ' 0 1 " 0 - ' 0 1 " 0 - ' 0 1 " 0 - ' 0 1 " 0 - ' 0 1 " 0 - ' 5 " 0 - ' 5 " 0 - ' 2 1 3 A8.01 6 16 16 4 16 4 6 A10.45 5 A8.12 16 4 1 1 3 1 3 3 2 1 65' - 0" T.O. ROOF 55' - 0" T.O. SUBFLOOR FLOOR 7 45' - 0" T.O. SUBFLOOR FLOOR 6 35' - 0" T.O. SUBFLOOR FLOOR 5 25' - 0" T.O. SLAB FLOOR 4 15' - 0" T.O. SLAB FLOOR 3 " 8 " 4 - ' 4 5' - 0" T.O. SLAB FLOOR 2 0" T.O. SLAB 0'-0" (20.08') -5' - 0" T.O. SLAB FLOOR 1 G.2 G.1 ____________ 1 A7.04 B6 A1 ____________ 6 A10.45 ____________ 4 A10.45 B6 A1 ____________ 9 A10.44 D4 ____________ 5 A8.14 C1 E1 S19 GENERAL NOTES SHEET NOTES SITE ELEVATION HEIGHT OF 20.08' = 0'-0". DATUM COORDINATE EXTERIOR FINISHES WITH EXTERIOR ELEVATIONS. SEE SHEETS A10.00, A10.01, & A10.02 FOR WALL TYPE SCHEDULE AND FLOOR/ROOF ASSEMBLIES. SEE LANDSCAPE DRAWINGS FOR INFORMATION REGARDING THE GRADING OF ALL EXTERIOR AREAS. NOTE: NOT ALL NOTES ARE USED ON EVERY SHEET. CONCRETE SLAB, S.S.D CONCRETE FOOTING, S.S.D. EXTERIOR BRICK VENEER VAPOR BARRIER DRAIN MAT O/ BELOW GRADE WATERPROOFING SYSTEM GC TO COORD. AND INSTALL VENTING FOR ALL CONCEALED ROOF AREAS AND OTHER FRAMED VOIDS. CONCRETE CURB, S.S.D. 934 Howard Street San Francisco CA 94103 P. (415) 677-0966 Client VINYL WINDOW, SEE WINDOW SCHEDULE DOOR, SEE PLAN AND DOOR SCHEDULE GLASS AND METAL RAILING AND GUARDRAIL NOT USED ALUM. FRAME PROJECTING AWNING; SHOP PRIMED, FINISH PAINT IN FIELD WOOD LOOKING MTL TUBE & ALUM. TUBE FRAME PROJECTING AWNING; HOT DIP GALVANIZED; SHOP PRIMED, FINISH PAINT IN FIELD INSULATION, SEE TITLE 24 & ACOUSTICAL REPORT Consultant 6 65' - 0" T.O. ROOF 4 A8.01 16 16 4 A. B. C. D. E. F. G. I. J. K. L. O. P. R. S. ALL GSM FLASHING SHALL BE GALVANIZED OR BONDERIZED AND PAINTED OR RECEIVE COATINGS TO MATCH SURROUNDING MATERIALS. NOT EVERY OCCURANCE OF GSM FLASHING IS SHOWN. CONTRACT DOCUMENTS SHOW DESIGN INTENT. GC SHALL INCLUDE GSM FLASHING AT ALL MATERIAL TRANSITIONS. SOLDERED TRANSITION FLASHING (STF) SHOWN ARE TYPICAL, NOT ALL LOCATIONS ARE INDICATED. STF'S SHALL BE REQUIRED AT ALL 3-DIMENSIONAL TRANSITIONS OF PLANES OR MATERIALS. PROVIDE SHOP DRAWINGS THAT FULLY DEPICT ALL REQUIRED STF'S FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. H. SEE ROOF PLANS FOR LOCATION OF PARAPETS. ROOF SLOPES NOTED ARE MINIMUMS. GC TO INCLUDE AND COORDINATE ROOF CRICKETS IN FIELD FOR PROPER DRAINAGE N ACCORDANCE WITH CODE AND ROOF MANUFACTURER'S WARRANTY. GC SHALL PROVIDE SAFETY GLAZING IN ALL LOCATIONS REQUIRED BY CBC SECTION 2406 AND AS REQUIRED BY CHAPTER 7. NOT EVERY OCCURANCE OF SEALANTS ARE SHOWN. CONTRACT DOCUMENTS SHOW DESIGN INTENT. GC SHALL INCLUDE SEALANTS AS REQ. AT ALL MATERIAL TRANSITIONS. CONCRETE CURBS SHALL BE INCLUDED WHETHER INDICATED OR NOT AT ALL LOCATIONS FOR EXT. WATER BREAK. M. THRESHOLDS SHALL BE ADA COMPLIANT AT ALL DOORS INTERIOR AND EXTERIOR 55' - 0" N. T.O. SUBFLOOR FLOOR 7 CONCRETE LEVELING COMPOUND AT DECKS, SHOWERS OR OTHERWISE TO PROVIDE FLUSH LEVEL AND ADA COMPLIANT TRANSITIONS AT DOOR THRESHOLDS TO DECKS AND TO ADA SHOWERS GC SHALL INCLUDE , WETHER SPECIFIED OR NOT, ANY AND ALL ACCESSORIES, COMPONENTS OR OTHER REQUIREMENTS TO PROVIDE A FULLY WARRANTED SYSTEM. MEANING THE GC SHALL RETAIN SUBCONTRACTORS THAT ARE SPECIALISTS IN THEIR FIELD. THE GC SHALL INCLUDE LABOR AND MATERIALS TO PROVIDE A COMPLETE COLD FORMED METAL FRAMED AND GYPSUM WALL BOARD WALL AND CEILING SYSTEM. NOT EVERY ASPECT OF EVERY GYPSUM WALLBOARD DETAIL, ACCESSORY, TRANSITION OR TERMINATION DETAIL IS INDICATED IN THE CONTRACT DOCUMENTS. ACOUSTIC SEALANT SHALL BE FIRE RATED AND INSTALLED TYPICALLY THROUGHOUT THE PROJECT AS REFERENCED IN THE SPECS, DRAWINGS, AND IN THE ACOUSTICAL REPORTS. EVERY ASPECT OF EVERY FIRE STOPPING DETAIL IS NOT INDICATED IN THE CDS, THE GC SHALL INCLUDE ALL FIRE STOPPING , SAFING THAT WILL BE REQUIRED TO COMPLETE THE PROJECT AND RECEIVE APPROVAL FROM INSPECTION. PROVIDE REQUIRED EXTENSION OF THE ONE-HOUR EXTERIOR WALL CONSTRUCTION THROUGH ATTIC, USE DOUBLE BLOCKING AND OR RATED GWB TO UNDERSIDE OF ROOF SHEATHING. GC TO COORDINATE MECHANICAL AND PLUMBING VENTS AS PERMITTED BY CODES TO MINIMIZE ROOF PENETRATIONS. 45' - 0" T.O. SUBFLOOR Q. FLOOR 6 35' - 0" T.O. SUBFLOOR T. FLOOR 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 2X JOIST, S.S.D. RIM JOIST, S.S.D. TJI JOIST, S.S.D. 2X FLOOR JOIST RIPPED TO SLOPE, S.S.D. BALLOON FRAMED PARAPET WALL, S.S.D. GSM COPING PTD., TYP. ROOF DRAIN W/ OVERFLOW, S.P.D. THROUGH WALL GSM SCUPPER, PTD SOFFIT, OCCURS AS NECESSARY TO COVER MECHANICAL EQUIPMENT AND SPRINKLERS ALL EXTERIOR RECESSES TO BE SPRINKLERED IF REQUIRED BY NFPA NOT USED CONDENSER UNIT CURB & WALL SYSTEM EXPANSION AND CONTROL JOINT LOCATIONS- SEE ELEVATIONS NOT USED NOT USED PLANTER, S.L.D. NOT USED NOT USED ALUMINUM COMPOSITE METAL PANEL 3-COAT CEMENT PLASTER FIBER CEMENT PANEL NOT USED OVERHEAD GARAGE DOOR FLUID APPLIED MEMBRANE INSIDE FACE OF EXISTING WALL STOREFRONT WINDOW, SEE WINDOW SCHEDULE LOUVER. LOUVERS THAT ARE NOT USED FOR MECH VENTING SHALL BE CAPPED AND INSULATED. SEE WINDOW SCHEDULE THROUGH WALL EXHAUST VENT, PTD. EXISTING BRICK WALL STONE TILE VENEER WALL WINDOW WALL, SEE WINDOW SCHEDULE CMU WALL 46 DECK DRAIN 47 OPEN WEB TRUSS, S.S.D 48 RECLAIMED BRICK WALL U. ALL GUARDRAILS SHALL BE 43" AFF, UNO BENT GALVINIZED METAL PAINTED FRAME t e e r t S n o s r r a H 0 4 1 1 i A C , I O C S C N A R F N A S Rev Issue SD Set DD Set #1 Site Permit DD Set #2 DD Set #3 CD Set #1 CD Set #2 CD Set #3 CD Set #4 100% CD Set Date 3.16.18 4.6.18 4.20.18 4.27.18 5.18.18 7.13.18 8.24.18 11.02.18 03.19.19 09.04.19 65' - 0" T.O. ROOF 55' - 0" T.O. SUBFLOOR FLOOR 7 45' - 0" T.O. SUBFLOOR FLOOR 6 35' - 0" T.O. SUBFLOOR FLOOR 5 25' - 0" T.O. SLAB FLOOR 4 15' - 0" T.O. SLAB FLOOR 3 5' - 0" T.O. SLAB FLOOR 2 19 18 34 13 7 26 34 13 7 26 34 7 26 34 33 7 26 19 41 7 26 41 38 26 6 " 0 - ' 0 1 " 0 - ' 0 1 " 0 - ' 0 1 " 0 - ' 0 1 " 0 - ' 0 1 " 0 - ' 0 1 " 0 - ' 5 " 0 - ' 5 16 4 6 A10.45 5 A8.12 16 4 9 A10.44 1 3 5 A8.14 1 3 1 3 +5' - 11 5/8" T.O.C. 25' - 0" T.O. SLAB FLOOR 4 15' - 0" T.O. SLAB FLOOR 3 " 8 " 4 - ' 4 5' - 0" T.O. SLAB FLOOR 2 0" T.O. SLAB 0'-0" (20.08') -5' - 0" T.O. SLAB FLOOR 1 2 1 KEY PLAN 4 2 Stamp ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGNIAL, AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT E DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. WALL SECTION @ WEST ELEVATION Sheet Title Scale As indicated Proj #. 1621 DRAWN BY XX Sheet Size: 36 x 48 A7.04 TRUE NORTH PROJECT NORTH M P 9 5 : 6 5 : 5 9 1 0 2 4 9 / / WALL ELEVATION 1/4" = 1'-0" 4 WALL SECTION 1/4" = 1'-0" 3 WALL ELEVATION 1/4" = 1'-0" 2 WALL SECTION 1/4" = 1'-0" 1