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1. <br />2. <br />3. <br />4. <br />5. <br />6. <br />7. <br />8. <br />A. <br />• <br />B. <br />• <br />C. <br />• <br />ROOFING GENERAL NOTES <br />MINIMUM ROOF SLOPE IS 1/4 ”:12” (UNLESS NOTED OTHERWISE) INCLUDING CRICKETS. <br />PLACE CRICKETS ON THE HIGH SIDE OF EQUIPMENT CURBS AS WELL AS NEAR ROOF <br />DRAINS (IF APPLICABLE) AND SCUPPERS. <br />GUTTERS AND DOWNSPOUTS ON THE EXTERIOR ELEVATIONS ARE TO MATCH THE <br />COLOR OF THE WALLS UNLESS NOTED OTHERWISE. <br />ROOFING INSTALLATION IS TO RESULT IN A WARRANTABLE ROOF SYSTEM PER <br />SPECIFICATIONS. BRING ANY ROOFING MANUFACTURER/INSTALLER CONCERNS TO THE <br />ATTENTION OF THE ARCHITECT/ENGINEER DURING THE BIDDING PROCESS. <br />SEE STRUCTURAL DRAWINGS FOR NUMEROUS PIPE AND DUCT STANDS THAT <br />PENETRATE THE ROOF AND REQUIRE BOOTS. FOR MORE DETAIL ABOUT ROOF <br />EQUIPMENT SUPPORTS THAT REQUIRE BOOTS AND/OR FLASHING SEE STRUCTURAL <br />AND MECHANICAL DRAWINGS. <br />SEE MECHANICAL DRAWINGS FOR LOCATIONS OF PIPE VENTS, ETC. THAT REQUIRE <br />PIPE BOOTS. <br />ANY CONNECTIONS TO AND PENETRATIONS IN THE EXISTING ROOF ARE TO MAINTAIN <br />THE CURRENT ROOF SYSTEM WARRANTY. BRING ANY ROOFING <br />MANUFACTURER/INSTALLER CONCERNS TO THE ATTENTION OF THE <br />ARCHITECT/ENGINEER DURING THE BIDDING PROCESS. <br />TPO ROOFING MEMBRANE BY THE FOLLOWING MANUFACTURERS <br />CARLISLE SYNTEC INCORPORATED <br />ESR REPORT NUMBER - 1463 <br />FIRESTONE BUILDING PRODUCTS <br />ESR REPORT NUMBER - 2831 <br />GAF MATERIALS CORPORATION <br />ESR REPORT NUMBER - 4676 <br />EXIST PARTIAL CANOPY <br />TEMPORARY TENT STRUCTURE <br />PHASE 1 ADDITION ROOF <br />EXIST ROOF <br />FULL HEIGHT <br />REMOVE PARAPET <br />B-200-1 6 <br />1 <br />- <br />EXISTING ROOF HAS INTERIOR ROOF DRAINS, <br />TO REMAIN. THE EXISITNG ROOF WILL NOT <br />CONTRIBUTE TO THE DRAINAGE <br />CALCULATIONS OF THE NEW ADDITION ROOF. <br />DRAWN BY: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />CHECKED BY: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />SHEET ISSUE DATE: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />SHEET NUMBER <br />THE INFORMATION CONTAINED ON THIS AND ANY <br />RELATED DOCUMENT SHALL NOT BE USED FOR <br />ANY PURPOSE OTHER THAN THE CONVEYANCE <br />OF INFORMATION FOR THE STATED CLIENT AND <br />PROJECT WITHOUT THE EXPRESS WRITTEN <br />CONSENT OF THE ENGINEER. <br />ANY INFORMATION TRANSFERRED OR UTILIZED <br />IN AUTOCAD .DWG FORMAT SHALL BE USED FOR <br />REFERENCE ONLY <br />WEBBER/SMITH Associates, Inc. <br />20 Wright Avenue <br />Lititz, Pennsylvania 17543 <br />Phone: 717.625.4140 <br />Email:info@webbersmith.com <br />SHEET TITLE: <br />FOR <br />DRAWING STATUS <br />FINAL <br />PROJECT NUMBER <br />www.webbersmith.com <br />SEAL <br />BR100-1 <br />RBF <br />EJE <br />04/02/2024 <br />OVERALL ROOF <br />PLAN <br />2350 PULLMAN ASPIRE BAKERY <br />2350 PULLMAN STREET <br />SANTA ANA, CA 92705 <br />CA <br />5387 <br />© 2024 WEBBER/SMITH Associates, Inc., All Rights Reserved <br />2350 <br />PULLMAN,LLC <br /> 3/32" = 1'-0"BR100-1 <br />1 OVERALL ROOF PLAN <br />1 2 <br />EXISTING FACILITY <br />NO WORK <br />KEY PLAN REFERENCE <br />NORTH <br />TRUE <br />NORTH <br />NO.DATE DESCRIPTION <br />A 04/02/2024 ISSUED FOR PERMIT AND <br />CONSTRUCTION <br />B 11/05/24 BULLETIN #3 - PHASE 1 <br />C 01/07/2025 BULLETIN #5R1 - PHASE 1 <br />B <br />ROOF DRAINAGE CALCULATIONS <br />ADDITION ROOF - PHASE 1 <br />RATE OF RAINFALL PER UPC TABLE D 101.1 -.021 GAL/MIN/SQFT <br />ROOF SIZE - 1,714 SQ FT <br />TRIBUTARY AREA FOR SCUPPER 1 - 895 SQ FT <br />TRIBUTARY AREA FOR SCUPPER 2 - 819 SQFT <br />SCUPPERS @ - 4" X 12"(EACH) <br />ALLOWABLE DISCHARGE PER 4" X 12" SCUPPER PER UPC TABLE D 104.1 - 177 GPM <br />DOWNSPOUTS @ - 6" X 6" (EACH) <br />ALLOWABLE FLOW PER 6" X 6" DOWNSPOUT PER UPC TABLE 1103.1 - 563 GPM <br />SCUPPER 1 FLOW - 19 GPM <br />SCUPPER 2 FLOW - 18 GPM <br />DOCK CANOPY - PHASE 1 <br />DOCK CANOPY ROOF SIZE - 48 SQ FT <br />1 GUTTER @ - 6" X 6" <br />ALLOWABLE SQ FOOTAGE PER 6" X 6" GUTTER @ 1/16" SLOPE - 1,920 SQ FT <br />DOWNSPOUT @ - 4" X 4" <br />ALLOWABLE SQ FOOTAGE PER 4" X 4" DOWNSPOUT @ 2"/HR (.033 GAL/MIN)- 9,000 SQ FT <br />B <br />B <br />C <br />01- <br />REGISTERED PROFESSIONAL ENGINEER67268RICHARD MAURICE THIBEAULT <br />STATE OF CALIFORNIACIVIL <br />1/7/25 <br />2350 S Pullman St - <br />Phase I3/4/2025