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CITY OF SANTA ANA <br />Planning nf}Wlgigincy <br />v / <br />m <br />0 <br />10 <br />N <br />LO <br />04 <br />U <br />N <br />a <br />cn <br />CN <br />o-0 <br />N II <br />\o <br />1.0� <br />dLU <br />clZ <br />0 W <br />OJ <br />F_U_ <br />DETAIL <br />SCALE: 3" = 1'-O" <br />DETAIL <br />8~ <br />ors <br />1 2 12 <br />V444 <br />12 10 11 <br />THE FOLLOWING KEYNOTES APPLY ONLY TO DETAIL 12 ON THIS SHEET: <br />1 EXIST FIRE -TREATED WOOD SHINGLES, PEEL BACK as NEEDED for FLASHING <br />2 EXIST ROOFING UNDERLAYMENT, PEEL BACK as NEEDED for FLASHING <br />3 EXIST PLYWD SHEATHING <br />4 EXIST 2 x ROOF RAFTER <br />8" 5 PLYWOOD ROOF SHEATHING, SEE STRUCT <br />VALLEY MTL 6 2 x ROOF RAFTERS, SEE STRUCT DWGS FOR CONNECTION to EXISTING <br />7 COVER BOARD, SEE ROOFING SPECS <br />11 10 9 8 7 8 ROOFING BASE PLIES, SEE SPECS <br />9 24 GAUGE GALVANIZED VALLEY FLASHING PAN, SET IN FLASHING CEMENT <br />and NAILED TO ( E ) SHEATHING ONLY --NO NAILS THRU NEW ROOF SYSTEM <br />10 BASE SHEET COVER FLASHING PLY OVER VALLEY METAL <br />11 UPPER FLASHING PLY (CAP SHEET), SEE SPECS <br />12 WATER -PROOF UNDERLAYMENT, EXTEND UP UNDER (E) UNDERLAYMENT <br />and DOWN OVER NEW <br />SET LOWER EDGE IN SE LANTG CAP PLY <br />20 VALLEY FLASHING at PITCH BREAK ( EXIST to NEW ROOF ) <br />SCALE: 3" = 1'-O" <br />FASTEN EQUIPMENT TO PLATFORM <br />WITH 40 3/8" DIA. M.B'S W/ NUTS <br />AND WASHERS <br />INSTALL PER MANUFACTURER'S <br />RECOMMENDATIONS <br />EQUIPMENT PLATFORM <br />MECHANICAL <br />UNIT <br />2X4 WITH HU <br />H,PInER <br />at 24" OC <br />Y <br />U <br />w <br />0 <br />m <br />0 2 x CURB _ <br />01 SIMPSON A- <br />z CLIPS at 24" <br />? 2 MIN per SI[ <br />24 GA GALV SHEET MTL <br />COPING with CLOSED CORNER <br />FLASHING <br />22 GA GALV CLEAT, ATTACH <br />wth FASTERNERS at 12" OC <br />N <br />N <br />1" 2" <br />7/8" EXTERIOR CEMENT <br />PLASTER - SEE SPECS <br />LATH OVER TWO (2) <br />LAYERS OF GRADE 'D' <br />PAPER - SEE SPECS <br />2 x WOOD STUD WALL <br />PARAPET and PLASTER CORBEL (ROOF —to —WALL) <br />ups <br />SCALE: 3" = 1'-O" <br />1/4" NEPORENE PAD SET IN FULL <br />FIRE -TREATED WOOD SHINGLES <br />BED OF SEALANT <br />over TWO LAYERS 30* BLDG <br />3/4" PLYWOOD CAP ATTACHED <br />PAPER, SEE SPECS <br />WITH 8d NAILS AT 8" O.C. EDGE <br />PLYWD ROOF SHTG <br />and 12" OC FIELD <br />SEE STRUCTURAL <br />4-16dat <br />22 GA GI FLASHING PAN with <br />FLAT 2x <br />FLAT LOCK SEAMS COMPLETELY <br />SELAED with URETHANE SEALANT <br />2 - 16d <br />EA 2X <br />FASTEN STRAPS with SCREWS <br />with STEEL RUBBERIZED WASHERS <br />JM CAP PLY UP OVER PLATFORM <br />0 0 <br />N <br />HEAT WELD BITUMEN <br />JM BACKER PLY at CURB <br />HEAT WELD BITUMEN <br />JM FIELD PLIES, SEE SPECS <br />HEAT WELD BITUMEN <br />L A,% <br />. ........... <br />. . .... . . .... . .................... <br />2 x ROOF <br />PLYWOOD ROOF 5/8" THK GEORGIA-PACIFIC RAFTERS <br />SHEATHING L DENS DECK ROOF BOARD SEE STRUC <br />NOTES: SHEATHING <br />2 x WOOD - <br />1. ANY SECUREMENT OF EQUIPMENT OR SUPPORTS INTO THE HORIZONTAL STUD WALL <br />PLATFORM SURFACE SHALL BE THRU SOLID 1/4" NEOPRENE GASKETS. APPLY SEE WALL <br />ELASTOMERIC SEALANT ON UNDERSIDE AND TOP OF GASKETS IMMEDIATELY LEGEND <br />PRIOR TO FASTENER INSTALLATION. <br />RAKE <br />SCALE: 3" = 1'-O" SCALE: 3" = 1'-O" SCALE: 1 1/2" = 1'-O" <br />DETAIL <br />DETAIL <br />HIP/RIDGE UNITS, with <br />LOW, MEDIUM, HIGH <br />DIMENSIONS based ON <br />ROOF PITCH \ <br />FIBERGLASS INSULATION <br />SEE SPECS and SECTIONS <br />for REQ'D R-VALUE <br />2 x ROOF RAFTERS <br />SEE STRUCTURAL <br />RIDGE <br />u <br />SCALE: 3" = 1'-O" SCALE: 3" = 1'-0" SCALE: 1 1/2" = 1'-0" <br />24 GA GALV VALLEY FLASHING over <br />VALLEY UNDERLAYMENT, EXTEND <br />UNDER ROOFING SHINGLES <br />VALLEY UNDERLAYMENT, <br />36" WIDE SELF -ADHERING <br />POLYMER BITUMEN SHEET <br />ROOF PITCH <br />SEE PLAN <br />�14 <br />DETAIL <br />DETAIL <br />s- <br />2 x ROOF RAFTERS ' <br />SEE STRUCTURAL <br />FIBERGLASS INSULATION <br />SEE SPECS and SECTIONS <br />for REQ'D R-VALUE <br />VALLEY <br />FIRE -TREATED WOOD SHINGLES PLYWD ROOF SHTG <br />MATCH EXISTING SEE STRUCTURAL <br />WEATHER BARRIER <br />UNDERLAYMENT <br />SEE SPECIFICATIONS <br />° <br />ROOF PITCH ° <br />SEE PLAN ° <br />° <br />° <br />GYPSUM <br />DRYWALL <br />f <br />2 x WOOD <br />VALLEY BEAM or RAFTER STUD WALL <br />SEE WALL <br />SEE STRUCTURAL <br />LEGEND <br />EAVE at 6 IN 12 ROOF <br />u v <br />SCALE: 1 1/2" = 1'-0" <br />FIRE -TREATED WOOD SHINGLES <br />5/8" THK GEORGIA-PACIFIC <br />MATCH EXISTING <br />DENS DECK ROOF BOARD — <br />WEATHER BARRIER <br />SHEATHING <br />UNDERLAYMENT <br />PLYWD ROOF SHTG <br />SEE SPECIFICATIONS <br />SEE STRUCTURAL <br />ATTACH 2 x RAFTER <br />DO NOT DRIVE <br />TAIL to ROOF RAFTER <br />FASTERNERS THRU <br />with 16d NAILS <br />VALLEY FLASHING <br />2 x ROOF <br />RAFTERS <br />SEE STRUC <br />NOTCH RIM RAFTER to <br />ACCOMMODATE OUTRIGGERS and <br />1 x SHTG THICKNESS <br />2 x 4 FLAT OUTRIGGER <br />at 24" OC <br />NOTCH 2 x RIM at OUTRIGGERS <br />l x 6 T and G SIDING <br />STARTER BOARDS <br />at EXPOSED OVERHANG <br />= 0 <br />E.N. <br />24 GA GALV <br />RAKE EDGE <br />TRIM over <br />10d END BLDG PAPER <br />NAIL 2 x 6 BARGE <br />RAFTER <br />OVERHANG <br />SEE ROOF PLAN <br />7/8" EXTERIOR CEMENT <br />PLASTER - SEE SPECS <br />LATH OVER TWO LAYERS OF <br />GRADE 'D' PAPER - SEE SPECS <br />PLYWD SHTG, SEE STRUC <br />2 x NAILER <br />RIP for PROPER WI <br />TH <br />FASTEN COPING <br />ith <br />SCREWS with STE <br />L RUBBERIZED <br />WASHERS at 18" CC <br />PARAPET CAP and <br />PLASTER <br />CORBEL WHERE CCCU <br />SEE ROOF PLAN <br />d Sp <br />013 <br />PE <br />S <br />I <br />I <br />r — - <br />1/2" PLYWD SHTG <br />/ w <br />' <br />ARCHITECTURE / INTERIORS <br />/ <br />Q z <br />Master <br />ID: <br />A DIVISIO H OF FOX GROUP ARCHITECTS, INC. <br />00 <br />JM CAP PLY UP <br />V PARAPET <br />JM BASE <br />HEAT WELD BITU <br />Nate• <br />_ <br />SHEET up = <br />SHTG <br />5/ <br />DENS DECK <br />275 SOUTH GLASSELL STREET <br />ROC <br />F BOARD <br />ORANGE, CALIFORNIA 92866 <br />PLY <br />WOOD MOOFF <br />TEL: 714 628-0777 <br />SHEATHING <br />ELEV VARIES <br />FAX: 714 628-0797 <br />FIBER CANT STRIP <br />RICK FOX, ARCHITECT <br />CAROL TINK- FOX, ARCHITECT <br />In <br />NOTICE REGARDING OWNERSHIP OF DOCUMENTS: <br />EXISTING NEW ALL SKETCHES, DRAWINGS AND/ OR SPECIFICATIONS PREPARED <br />\ \ FOR THIS PROJECT BY STRATOS FORM ARE AND SHALL REMAIN <br />THE EXCLUSIVE PROPERTY OF STRATOS FORM WHETHER OR <br />DEMO and REMOVE V y V y NOT THE PROJECT FOR WHICH THEY ARE PREPARED IS <br />INSTALL ONE (1) LAYER of: EXECUTED. RE -USE' REPRODUCTION OR PUBLICATION OF THESE <br />EXISTING STUCCO DOCUMENTS BY ANY METHOD, IN WHOLE OR IN PART, IS <br />5/8" TYPE )('GYP DRYWALL PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM STRATOS <br />PREP FRAMING for NEW - FORM. UNAUTHORIZED USE SHALL CONSTITUTE ABREACH OF <br />DRYWALL ON GARAGE SIDE OF WALL CONFIDENCE. <br />TO ROOF SHEATHING 1 STRATOS FORM SHALL BE HELD HARMLESS FROM ANY AND <br />EXIST 2 x WOOD ALL CLAIMS, DAMAGES AND LOSSES WHATSOEVER <br />RESULTING FROM SUCH UNAUTHORIZED USE. ANY EXPENSES <br />STUD FRAMED WALL REINF CONIC SLAB INCURRED, INCLUDING COURT COSTS AND FEES, SHALL BE <br />PAYABLE UPGN DEMAND. <br />SEE STRUCT DWGS <br />EXIST CONIC 4 <br />FOOTING <br />and SLAB <br />717 <br />,7/ <br />=111 I1 <br />_I I I „IIII . IIII =IIII=IIII= <br />SEE STRUCT <br />SEE IIII=IIII=__III <br />DWGS for =I STRUC IIII=IIII=IIII <br />FTG DOWELS III IIII=IIIIIIIIIIII=IIII- <br />11IIIIIIII=IIII. IIII= I <br />IIII= = SLAB UNDERLAYMENT <br />II-IIII= SEE CAPLILARY BREAK <br />DETAIL 1/-- <br />GARAGE DWELLING SEPARATION WALL at SLAE <br />u <br />SCALE: 3" = 1'-O" <br />FIRE -TREATED WOOD SHINGLES <br />over TWO LAYERS 30* BLDG <br />PAPER, SEE SPECS <br />ATTACH 2 x RAFTER TAIL TO <br />2 x WOOD STUD WALL <br />ROOF RAFTER with 16d NAILS <br />FIBERGLASS <br />PLYWD SHTG WHERE OCCURS <br />2 x FULL DEPTH BLKG BETWEEN <br />BATT INSULATION <br />SEE STRUCTURAL <br />ROOF RAFTERS, NOTCH FOR <br />SEE SPECS <br />7/8" EXTERIOR CEMENT <br />EXPOSED RAFTER TAILS <br />and SECTIONS <br />PLASTER -SEE SPECS <br />for R-VALUE <br />1 x 4 EXPOSED T & G ABOVE <br />LATH OVER TWO (2) LAYERS <br />/ 2 x RAFTER TAILS <br />OF GRADE 'D' PAPER - SEE SPECS <br />GALV METAL PLASTER <br />2 x 4 RAFTER <br />WEEP SCREED <br />TAILS at 24" OC <br />PLUMB -CUT <br />0/-ON <br />GUTTER <br />ZIA <br />� FIN FLR <br />WHERE <br />OCCURS <br />Q <br />z <br />OVERHANG <br />a <br />�p <br />_ _ _ z z _ %-r:2 FIN PAVING <br />2 x EAVE <br />p <br />: :2 00 <br />SEE ROOF PLAN <br />0 <br />it <br />N V <br />Q <br />F.G. <br />— 7/8" EXTERIOR CEMENT <br />NOTE: SET FACE of STUDS <br />PLASTER — SEE SPECS <br />BACK FROM FACE of CONC <br />1IIIIIIIIIIIIIIIIIIIIIIIIIIII1 <br />LATH OVER TWO LAYERS OF <br />WALL SURFACE SO THAT <br />1 IIII=IIII IIII 1� I= <br />=1 <br />GRADE 'D' PAPER - SEE SPECS <br />SHTG IS FLUSH with CONIC <br />— FACE OF CONIC <br />PLYWD SHTG, SEE STRUC <br />SLAB <br />WEEP SCREED <br />JM FIELD PLIES, SEE SPECS <br />HEAT WELD BITUMEN <br />12" wide JM CAP FLASHING PLY <br />UP over MTL EDGE FLASHING <br />HEAT WELD <br />JM BACKER PLY <br />over NAILER <br />TURN DOWN over <br />FASCIA <br />1 x EDGE <br />NAILER <br />77 E— 22 GA EDGE <br />FLASHING <br />2 x EAVE <br />GUTTER <br />WHERE <br />OCCURS <br />1x4E POSEDT&GABOVE <br />2 x RAFTER TAILS <br />OVERHANG <br />' PLYWD SHTG SEE STRUC GYPSUM SEE ROOF PLAN <br />DRYWALL <br />7/8" EXTERIOR CEMENT <br />2 x WOOD PLASTER - SEE SPECS <br />VALLEY BEAM or RAFTER STUD WALL LATH OVER TWO LAYERS OF <br />SEE STRUCTURAL SEE WALL GRADE 'D' PAPER -SEE SPECS <br />11 n <br />LEGEND UPLYWD SHTG, SEE STRUC <br />EAVE at 1/2 IN 12 ROOF <br />SCALE: 3" = 1'-0" <br />CONC SLAB with REINF <br />SEE FND PLAN <br />2" SAND LAYER <br />15 MIL STEGO WRAP VAPOR <br />BARRIER, SEE SPECS <br />0 '6 <br />a��v �vGl✓b0coo G0o o�O o <br />o ao ao <br />=IIII -IIII I I— � I IIII IIII IIII III <br />4" GRAVEL, COMPACTED <br />SUBGRADE, PREPARED PER <br />GEOTEHCNICAL REPORT and <br />STRUCTURAL DWGS <br />CAPILLARY BREAK <br />SCALE: 3" = 1'-O" SCALE: 3" = 1'-O" SCALE: 1 1/2" = 1`0" SCALE: 1 1/2" = 1`0" SCALE: NONE <br />0 <br />0 b <br />Q � � <br />LU <br />Q �w <br />IIm <br />a oe <br />° z <br />�Z <br />z 04CO <br />PROFESSIONAL SEAL <br />AR <br />TIN/��'Oo��'� <br />No. C-19457 <br />REN.9-30-27 <br />9�F OF CAL�F�Q, <br />ARCHITECTURAL <br />DETAILS <br />MILESTONE <br />REVISIONS: <br />QPLAN <br />CEHCK CORR <br />1 <br />5/4/26 <br />SHEET <br />A5.1 <br />E <br />