Loading...
HomeMy WebLinkAbout5413-15 1 REMOVED FROM 1 CONSTRUCTION REMOVED FROM CONTRACT CONSTRUCTION CONTRACT A (E) COMP ROOF (E) PLY ROOFING B DUCT HOOD 8d x /2", 5 TOTAL Si SI' 12± 4„ ® 7NOT SHOWN ' 1 GALVANIZED AND A , 3" 8d x /2", 6 TOTAL 12t �. b „w I4t PAINTED FLASHING Si TYP 4t _ _ _ GALVANIZED AND PAINTED I.. ,, �`` ROOF(E) /------ UNDER 8d © 12" OC UNDER (E) FLASHING (E) PLY ROOFING �— (E) PLY ROOFING FLASHING UNDER (E) FLASHING ' ~� - 1" CLR, TYP ' _ (E) COMP ROOF `" ir _ (E) COMP ROOF -„' GALVANIZED AND I 0 1” CLR, TYP .r 0 _„-. ���.. ~�f " PAINTED FLASHING GALVANIZED ROUND j — — — — Ic , 10* DUCT FLASHING 12t "= �1/4� j (E) FLASHING (E) PLY ROOFING .✓ ' ,--•-"'` L. r ''! .-... (E) FLASHING -' / • GALVANIZED AND �� r - '- . ..--- k , '� - FIBERGLASS BATT . �-' i „.„ - I PAINTED COLD I 4 �J. II ,` .- f �` INSULATIONS -' ` I = FORMED FLASHING (E) 2x8 RAFTER / (,,6641 Fes , _ s I_.„--,- \ \ I ✓ ✓' 1 / 4 / „ r � RAFTERS I - 8d © 12OC, STAGGERED 1x8 FASCIA 4tl ' 1 (E) 2x ! s `'� _` BEAM (E) COMP` , 1 Illh" 8d ® 6" OC �� ROOF � , 5/8" GYPSUM BOARD 2 TOTAL MIN 8d ® 6" OC (E) 2x8 BLOCKING I a ACH SIDE � 2 TOTAL MIN �1 R4-4401/4., �l —(E) 2x8 RAF EACH SIDE �l I I E 2x8 RAFTER �1 ( ) � £XT RAF �1 I GALVANIZED AND 6" TYP SIpN R I DUCTING, SEE PAINTED COLD ) I , BEA( 6x10 EAVE CIVIL DRAWINGS i i FORMED FLASHING 2x6 BLOCKING, 3 TYP TYP •��' K--- (E) 6x16 RIDGE BEAM EXTENSION RIDGE BEAM FLASHING DETAIL M EAVE BEAM FLASHING DETAIL 0 RAFTER EXTENSION MODIFICATION 0 ROOF PENETRATION DETAIL 4 1 1/2- = 1'-o" s.1} 1 1/2- = 1'-0" 1 1/2" = 1'-O" 1" = 1'-O" Si PROJECT DATA 1. PLANS AND CALCULATIONS FOR THE STRUCTURAL DESIGN WERE BASED UPON: - THE 2010 CALIFORNIA BUILDING CODE 2. DESIGN LOADS ARE AS FOLLOWS: LATERAL SEISMIC PER ASCE 7-05 OCCUPANCY CATEGORY I SEISMIC IMPORTANCE FACTOR, I = 1.0 SITE CLASS D Ss = 1.5 Si = 0.6 Sos = 1.0 Sol = 0.6 SEISMIC DESIGN CATEGORY D FOUNDATION BEARING PRESSURES 1500 PSF 3. REINFORCED CONCRETE: NEW EXISTING f'c = 3,600 psi f'c = 3,500 psi fy = 60,000 psi fy = 60,000 psi REMOVED FROM REMOVED FROM 0 CONSTRUCTION 1 CONSTRUCTION CONTRACT CONTRACT ABBREVIATIONS 61/2" R-19 FIBERGLA`, " (E) PLY ROOFING (E) COMP ROOF w.,k,,. BATT INSULATION ! _~ i "` (E) COMP ROOF (E) PLY R••FING (E) FLASHING C� AT MAX MAXIMUM 0 DIAMETER MIN MINIMUM DUCT HOOD # NUMBER 12t = - - .+.... _ FLASHING OR NOT SHOWN .,.5-::5-1 At ,,,, _ "��(E) FLASHING OC ON CENTER 4t 1,' BATT I LINE PLY PLYWOOD �- I I ND C CLEAR A / " - g — — — GALVANIZED ROU r FIBERGLASS (E) RIDGE BEAM OR INSULATION DUCT FLASHING P ) ��� (E) RAFTER COMP COMPOSITION T&G TONGUE AND GROOVE r EDGE BEAM EXTENSION 4A ,4•1111111.11,44 (E) PLY ROOFING (E) COMP ROOF... , ‘ ` Ilk- s. _------- .._.Til = =. _ = I _ m . (E EEXISTING TYP TYPICAL `�/10 AI FLASHING — —I— Imlay W/ WITH Itil ,aL , TT ',' TYP2 TOTAL,`, � 5� � 8dx1�/2" - - - - ��� . Ga GAUGE 2x8 RAFTER, I A li 15/8" © 12" OC BUGLE \\N HEAD (TYPE W) 5 I I I , NOTES: DRYWALL SCREW, TYP 5/ " G `SUM BOARD 1 5/8" GYPSUM BOARD I I 2x BLOCKING II 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SIZES, CONDITIONS, AND DUCTING, SEE II• DIMENSIONS BEFORE BEGINNING CONSTRUCTION AND/OR ORDERING MATERIALS. (E) 6x16 RIDG :EAM CIVIL DRAWINGSANY CONDITIONS ENCOUNTERED IN THE FIELD THAT CONFLICT WITH THESE L___,,,14(..____ PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. 2" MIN ( I 2. REMOVE EXISTING COMPOSITION ROOF AND REPLACE IN KIND WHERE REQUIRED FOR ROOF PENETRATION. UN ND EQUAL EQUAL 3• ALL NAILING TO BE 1" CLEAR MINIMUM TO FACE OF TIMBER FRAMING AND EDGE WOOD OF FLASHING. S d A I 4. ALL FLASHING TO BE MINIMUM 20 GAUGE GALVANIZED STEEL. RIDGE BEAM SHOWN, EAVE BEAM SIMILAR 5. REMDOVE EXISTING EXTERIOR 1x8 DIAGONAL SHEATHING SHOWING SIGNS OF INTERIOR CEILING DETAILSECTION A SECTION (F:3- REMOVE DAMAGE AND REPLACE WITH NEW 1x8 SAW TEXTURED PREMIUM REDWOOD T&G TO MATCH EXISTING. CONNECT NEW 1x8 WITH 3-8d NAILS RE EACH 1 1/2" = 1'-o" S1 1 1/2" = 1'-O" S1 1" = 1'-0" S1 DIAGONAL SHEATHING TO BE B UNDLACED. RIES ESTIMATED 20% OF EXISTING 1x8 6. CLEAN AND PAINT EXTERIOR EXPOSED SURFACES OF TIMBER FRAMING TO MATCH EXISTING. 7. ALL NAILS SHALL BE HOT DIPPED GALVANIZED. 8. EDGES OF GYPSUM BOARD SHALL OCCUR OVER 2x8 RAFTERS. • 9. DRYWALL SCREWS SHALL BE LOCATED NOT LESS THAN 3/8" AND NOT MORE THAN 1/2" FROM GYPSUM BOARD EDGES. RECORD DRAWING BASED ON FIELD INFORMATION PROVIDED BY HPS MECHANICAL, INC. n BIGGS CARDOSA Oar. b Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION OF THE REQUIRED Do � AssoclATEs INc '; o �q/ SEWER PUMP STATION REPAIRS IMPROVEMENTS NOT COMMENCE WITHIN TWO _ STRUCTURAL ENGINEERS '' pis SANITARY 9. YEARS OF THE DATE OF APPROVAL SHOWN HEREON �4 c O Z DRAWN �` //� 1 C' C 39 TEH AS SHOWN AND CARRIED FORTH IN A DILIGENT MANNER, THE DIAL TWD WORKING Ex 6/30/1 6 * DESIGNED �' DATE: CITY ENGINEER MAY REQUIRE REVISIONS TO THE BEFORE ....0 �• \ DAYS BEFORE Exp.6/30/1 DSR SECTIONS AND DETAILS 5/6/15 YOU DIG YOU DIG SJ• �ti 8 6°S The Alameda 4 CI V I\- Q� CHECKED BY: PLANS TO BRING THEM INTO CONFORMANCE WITH T o Date APP-c' D =,�,� ` OWING No.: 15 TOLL FREE 1-800-227-2600 A RECORD DRAWINGS 5/6/15 APN San .lose, California 95126 3 C r F OF CP� --'1011P' / DATE: l - -/ ' " I STANDARDS IN EFFECT. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION DATE ENGR. CITY DATE 408-296-5515 ` ANTHONY NOTARO RCE C51739 DBD ��-1 a: . . _ S� 33 (20111151S1) 2011115.1 54/3