Laserfiche WebLink
A <br />B <br />2 3 4 5 <br />4x10 <br />4x10 <br />4x10 <br />5.125 <br />x24 <br />GLB <br />(E)5.125x24 GLB (E)5.125x24 GLB <br />F <br />D <br />E <br />1'4.1 <br />A' <br />B' <br />C' <br />C <br />14 <br />' <br />- <br />0 <br />" <br /> <br />1 <br />0 <br />' <br />- <br />8 <br /> <br />1 <br />/ <br />4 <br />" <br /> <br />1 <br />' <br />- <br />5 <br /> <br />3 <br />/ <br />4 <br />" <br /> <br />2 <br />' <br />- <br />1 <br />0 <br />" <br />1' <br />- <br />8 <br /> <br />1 <br />/ <br />4 <br />" <br />(E)5.125x24 GLB <br />11'-6" 28'-0" 14'-4" <br />5.125x24 GLB <br />5. <br />1 <br />2 <br />5 <br />x <br />2 <br />4 <br /> <br />G <br />L <br />B <br />5.12 <br />5 <br />x24 <br />G <br />LB <br />1' <br />- <br />0 <br />" <br />1'-0" <br />2x10 2x10 2x10 <br />2x <br />4 <br />2x <br />4 <br />4x <br />1 <br />0 <br />2x <br />4 <br />2x <br />4 <br />4x <br />1 <br />0 <br />2x <br />4 <br />2x <br />4 <br />4x <br />1 <br />0 <br />2x <br />4 <br />2x10 <br />5.125x24 GLB <br />4 <br />S5.1 <br />_______ <br />6 <br />S5.1 <br />_______ <br />7 <br />S5.1 <br />_______ <br />8 <br />S5.1 <br />_______ <br />2 <br />S5.1 <br />_______ <br />TYP <br />TYP <br />6 <br />S5.1 <br />_______ <br />6 <br />S5.1 <br />_______ <br />SIM <br />5 <br />S5.1 <br />_______ <br />1/2" STRUC 1 PLYWOOD <br />SHTG W/ 10d NAIL @ 6" <br />BN, 6" EN AND 12" FN. <br />5.125x24 GLB <br />TO REMAIN TO REMAIN TO REMAIN <br />(E) Pipe3STD <br />TO REMAIN <br />(E) Pipe3STD <br />TO REMAIN <br />10 <br />S5.1 <br />_______ <br />2x <br />6 <br /> <br />R <br />R <br /> <br />@ <br /> <br />1 <br />6 <br />" <br /> <br />O <br />C <br />2x <br />4 <br /> <br />C <br />J <br /> <br />@ <br /> <br />1 <br />6 <br />" <br /> <br />O <br />C <br />3 <br />S5.1 <br />_______ <br />2x <br />4 <br /> <br />C <br />J <br /> <br />@ <br /> <br />1 <br />6 <br />" <br /> <br />O <br />C <br />1 <br />S5.1 <br />_______ <br />AT L6x6 <br />LEDGER <br />AT L6x6 <br />LEDGER <br />L6x6 <br />LEDGER <br />L6x6 <br />LEDGER <br />L6x6 <br />LEDGER <br />TYP <br />10 <br />S5.1 <br />_______ <br />EXISTING CONDITIONS NOTES: <br />1. EXISTING CONDITIONS ARE UNKNOWN. CONTRACTOR TO VERIFY IN <br />FIELD, FOUNDATION EXTENTS, AND FRAMING SIZE, TYPE, SPAN <br />DIRECTION, AND SPACING PRIOR TO DEMOLITION AND <br />INSTALLATION. <br />2. DO NOT CUT OR ALTER THE EXISTING STRUCTURE BEYOND WHAT IS <br />SHOWN IN THE APPROVED DRAWINGS. CONTRACTOR SHALL NOTIFY <br />THE CITY OF SANTA ANA AND ENGINEER PRIOR TO THE START OF <br />WORK IF EXISTING CONDITIONS DIFFER FROM WHAT IS SHOWN IN <br />THE APPROVED DOCUMENTS. <br />3. ALL INFORMATION INCLUDING SIZE OF BEAMS SHOWN ON THE <br />DRAWINGS RELATIVE TO EXISTING CONDITIONS IS BASED ON <br />AVAILABLE KNOWLEDGE OF EXISTING STRUCTURE. CONTRACTOR <br />SHALL VERIFY IN FIELD ALL EXISTING CONDITIONS RELATIVE TO THE <br />SCOPE OF THIS PROJECT. WHERE ACTUAL CONDITIONS ARE NOT IN <br />ACCORDANCE WITH THE DRAWINGS PROVIDED, THE CITY OF SANTA <br />ANA SHALL BE NOTIFIED IMMEDIATELY. CONTRACTOR SHALL ALIGN <br />FOR SUFFICIENT BUDGET AND SCHEDULE CONTINGENCY TO <br />ADDRESS EXISTING HIDDEN CONDITIONS. <br />4. ALL DEMOLITION SHALL BE PERFORMED IN SUCH A WAS AS NOT TO <br />DAMAGE THE EXISTING STRUCTURAL ELEMENTS THAT ARE TO <br />REMAIN IN THE FINISHED STRUCTURE. ANY PORTIONS OF <br />STRUCTURE TO REMAIN THAT ARE DAMAGED DURING DEMOLITION <br />SHALL BE REPLACED AT NO ADDITIONAL COST. EXISTING <br />STRUCTURAL ELEMENTS SHALL BE PROTECTED TO THE FULLEST <br />EXTENT POSSIBLE, IN ORDER TO MITIGATE DAMAGE. CONTRACTOR <br />IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF ALL <br />EXISTING STRUCTURAL ELEMENTS THAT ARE NECESSARY FOR THE <br />COMPLETION OF ALL NEW WORK. <br />5. SHORING SHALL BE PROVIDED BY CONTRACTOR. <br />6. CONTRACTOR SHALL CONTACT SANTA ANA ZOO'S REPRESENTATIVE <br />FOR ANY REMOVAL OF PIPES OR CONDUITS. <br />7. CONTRACTOR TO PATCH BACK WITH WEATHERPROOFING PER <br />SPECIFICATION PROVIDED BY CITY OF SANTA. <br />FRAMING PLAN NOTES: <br />1. SEE THESE SHEETS FOR THE FOLLOWING INFORMATION: <br />A. GENERAL NOTES: S0.1. <br />B. ABBREVIATIONS AND SYMBOLS: S0.2. <br />C. TYPICAL WOOD DETAILS: S5.1. <br />2. VERIFY ALL DIMENSIONS, ELEVATIONS FINISH SURFACES,SLOPE, <br />DRAINS, DEPRESSIONS, CURBS, ETC, WITH THE CITY OF SANTA <br />ANA DRAWINGS PRIOR TO START OF CONSTRUCTION. <br />3. SPECIFICATIONS AND DETAILING OF ALL WATERPROOFING AND <br />DRAINAGE ITEMS, ALTHOUGH MAY BE INDICATED ON THE <br />STRUCTURAL DRAWINGS FOR GENERAL INFORMATION <br />PURPOSES ONLY, ARE THE DESIGN RESPONSIBILITY OF <br />CONTRACTOR. CONTACT THE CITY OF SANTA ANA FOR <br />SPECIFICATION OF WEATHER PROTECTION AND <br />WATERPROOFING MATERIALS. SEE SPECIFICATION FOR <br />WEATHER PROTECTION AND WATERPROOFING MATERIALS. <br />4. CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO <br />PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH <br />MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, <br />SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. <br />OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL <br />ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE <br />ITEMS. <br />5. ONLY LOAD BEARING WALLS AND SHEARWALLS ARE SHOWN. <br />6. IF WOOD MEMBERS WERE DAMAGED OR IN POOR CONDITION, <br />THEY SHALL BE REMOVED AND REPLACED LIKE FOR LIKE BY THE <br />CONTRACTOR. <br />7. ALL EXPOSED GLUE-LAMINATED MEMBERS SHALL BE PRIMED <br />AND PAINTED. <br />8. SIDING AND ROOFING REPAIRS AND/OR REPLACEMENT ARE BY <br />CONTARCTOR. CONTACT THE CITY OF SANTA ANA FOR <br />SPECIFICATION OF WEATHER PROTECTIONS AND <br />WATERPROOFING MATERIALS. <br />9. SHOULD CITY OF SANTA ANA REQUIRED THE CABINETS TO BE <br />REMOVED AND REPLACED, CONTRACTOR SHALL COORDINATE <br />THIS EFFORT WITH CITY OF SANTA ANA. ADDITIONALLY, <br />CONTRACTOR SHALL PROTECT THE ELECTRICAL EQUIPMENT IN <br />PLACE WHILE COLLABORATING WITH CITY OF SANTA ANA. <br />FRAMING PLAN SYMBOLS <br />INDICATES BEAM PER PLAN. <br />INDICATES JOIST PER PLAN.J# <br />B# <br />INDICATES (E) SOLID GROUTED CMU WALL <br />BELOW TO REMAIN. <br />INDICATES (E) SOLID GROUTED CMU PIER TO <br />REMAIN. <br />N <br />I <br />R <br />No. S3866 <br />Exp. 3/31/26 <br />G <br />T <br />R <br />E <br />TATSS <br />E OFILACFO <br />UCTURA <br />R <br />L <br />R <br />STERED P L <br />OF ESSIONA <br />N <br />ER <br />AI <br />E <br />ENGI <br />WILLI <br />H.THORP <br />............... <br />. <br />. <br />. <br />. <br />............................... <br />. <br />. <br />. <br />............... <br />E <br />AM <br />18400 Von Karman Ave., Suite 600 <br />Irvine, CA 92612 <br />O: 949.252.1022 <br />F: 949.252.8082 <br />www.kpff.com <br />PRINCIPAL CIVIL ENGINEER <br />PRINCIPAL CIVIL ENGINEER RCE NO.: <br />RCE NO.: <br />FILE NO.: <br />CITY OF SANTA ANA <br />PUBLIC WORKS AGENCY <br />REVISIONS REFERENCES <br />NUMBER DATE INITIALS DESCRIPTION APPROVED INSTALLED <br />CONSTRUCTION COMPLETED: <br />www.DigAlert.org <br />TWO WORKING DAYS <br />BEFORE YOU DIG <br />Underground Service Alert <br />NOTICE TO CONTRACTOR <br />of Southern California <br />PURSUANT TO ASSEMBLY BILL 4216 NO EXCAVATION PERMIT <br />IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS <br />A DIG ALERT TICKET NUMBER. CALL 811 AT LEAST TWO <br />WORKING DAYS PRIOR TO COMMENCING EXCAVATION. <br />KPFF OC STRUCTURAL ENGINEER <br />DATE <br />DESIGNED: DRAWN: CHECKED: <br />RECOMMENDED FOR <br />CONSTRUCTION: <br />REVIEWED FOR <br />CONSTRUCTABILITY: <br />PREPARED UNDER <br />THE SUPERVISION <br />OF: <br />STEVEN DILLON 05/13/2024 <br />Know what's below. <br />before you dig.Call <br />R <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />N <br />O <br />. <br /> <br />2 <br />3 <br />0 <br />0 <br />5 <br />5 <br />3 <br />: <br /> <br />P <br />R <br />O <br />J <br />E <br />C <br />T <br /> <br />T <br />I <br />T <br />L <br />E <br />: <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br /> <br />Z <br />O <br />O <br /> <br />T <br />IC <br />K <br />E <br />T <br /> <br />B <br />O <br />O <br />T <br />H <br />FA-07161 <br />S1.1 <br />SDGY <br />1801 E. CHESTNUT AVE, SANTA ANA, CA 92701 <br />SANTA ANA ZOO TICKET BOOTHMW/MV <br />ROOF FRAMING PLAN <br />1/4" = 1'-0"1ROOF FRAMING PLAN <br />N <br />SHEET 6 OF 7 <br />ALL EXPOSED DOUGLAS FIR GLB MEMBERS SHALL BE PRIMED <br />AND PAINTED. ALASKA YELLOW CEDAR NEED NOT BE PAINTED. <br />ALL EXPOSED DOUGLAS FIR GLB MEMBERS SHALL BE PRIMED <br />AND PAINTED. ALASKA YELLOW CEDAR NEED NOT BE PAINTED.