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3080 S Harbor Blvd - Plan
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Last modified
2/13/2026 5:03:08 AM
Creation date
2/13/2026 5:00:37 AM
Metadata
Fields
Template:
Plan
Permit Number
101123703
101123704
Full Address
3080 S Harbor Blvd
Street Number
3080
Street Direction
S
Street Name
Harbor
Street Suffix
Blvd
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CE <br />I <br />L <br />I <br />N <br />G <br /> <br />H <br />T <br />. <br /> <br />P <br />E <br />R <br /> <br />P <br />L <br />A <br />N <br />CONT. ACCOUSTICAL SEALANT BEAD <br />BASE PER PLAN <br />(1) LAYER 5/8" GYP. BD. EA. SIDE. 1/2" GLASS MAT WATER <br />RESISTANT BACKER PANELS WHERE TILE OCCURS) <br />METAL TRACK W/ POWDER DRIVEN ANCHORS - <br />SET IN CONT. SEALANT BED. SEE STRUCTURAL <br />DRAWINGS FOR ADDITIONAL INFORMATION. <br />BATT INSULATION <br />6 MIL VISQUEEN. LAP SEAMS 3" AND CONT. TAPE. <br />5/8" GYP. BD. <br />6 MIL VISQUEEN. LAP SEAMS 3" AND CONT. TAPE. <br />CLG. JOISTS PER STRUCTURAL DRAWINGS <br />MTL. STUD FRAMING (ESR #3064P) SEE <br />STRUCTURAL DRAWINGS FOR ADDITIONAL <br />INFORMATION <br />TYPE STUD <br />SIZE <br />STUD <br />GAUGE <br />STUD <br />SPACING <br />GWB <br />LAYERS <br />STC <br />RATING <br />FIRE <br />RATING FIRE RATING TEST NO.NOM. <br />DIM <br />A1 3-5/8"**(1) LAYER GWB. EA SIDE ---4-7/8" <br />A2 6"**(1) LAYER GWB. EA SIDE ---7-1/4" <br />* SEE STRUCTURAL DRAWINGS FOR GUAGE, SPACING, AND <br />ADDITIONAL INFORMATION <br />CLG. JOISTS PER STRUCTURAL DRAWINGS <br />CONT. ACCOUSTICAL SEALANT BEAD <br />BASE PER PLAN <br />(1) LAYER 5/8" GYP. BD. EA. SIDE <br />METAL TRACK W/ POWDER DRIVEN ANCHORS - <br />SEE STRUCTURAL DRAWINGS <br />BATT INSULATION <br />CE <br />I <br />L <br />I <br />N <br />G <br /> <br />H <br />T <br />. <br /> <br />P <br />E <br />R <br /> <br />P <br />L <br />A <br />N <br />TYPE STUD <br />SIZE <br />STUD <br />GAUGE <br />STUD <br />SPACING <br />GWB <br />LAYERS <br />STC <br />RATING <br />FIRE <br />RATING FIRE RATING TEST NO.NOM. <br />DIM <br />B1 3-5/8"**(1) LAYER GWB. EA SIDE ---4-7/8" <br />* SEE STRUCTURAL DRAWINGS FOR GUAGE, SPACING, AND <br />ADDITIONAL INFORMATION <br />METAL STUD FRAMING (ESR #3064P) <br />SEE STRUCTURAL DRAWINGS FOR <br />ADDITIONAL INFORMATION <br />TYPE STUD <br />SIZE <br />STUD <br />GAUGE <br />STUD <br />SPACING <br />GWB <br />LAYERS <br />STC <br />RATING <br />FIRE <br />RATING FIRE RATING TEST NO.NOM. <br />DIM <br />C1 3-5/8"**(1) LAYER GWB. EA SIDE ---4-7/8" <br />* SEE STRUCTURAL DRAWINGS FOR GUAGE, SPACING, AND <br />ADDITIONAL INFORMATION <br />CLG. JOISTS PER STRUCTURAL <br />DRAWINGS <br />SLOTTED TOP TRACK W/ #10 <br />S.M.S. EA. FLANGE EA. STUD <br />#10 X 1" S.M.S. @ EA. HORIZ. JOIST <br />METAL STUD FRAMING (ESR # <br />3064P) SEE STRUCTURAL <br />DRAWINGS FOR ADDITIONAL <br />INFORMATION <br />(1) LAYER 5/8" GYP. BD. EA. SIDE <br />METAL TRACK W/ POWDER <br />DRIVEN ANCHORS -SEE <br />STRUCTURAL DRAWINGS <br />BASE PER PLAN <br />CONT. ACCOUSTICAL SEALANT BEAD <br />CE <br />I <br />L <br />I <br />N <br />G <br /> <br />H <br />T <br />. <br /> <br />P <br />E <br />R <br /> <br />P <br />L <br />A <br />N <br />C2 6"**(1) LAYER GWB. EA SIDE ---7-1/4" <br />CLG. JOISTS PER STRUCTURAL <br />DRAWINGS <br />METAL TRACK W/ POWDER DRIVEN <br />ANCHORS -SEE STRUCTURAL <br />DRAWINGS <br />BATT INSULATION <br />TYPE STUD <br />SIZE <br />STUD <br />GAUGE <br />STUD <br />SPACING <br />GWB <br />LAYERS <br />STC <br />RATING <br />FIRE <br />RATING FIRE RATING TEST NO.NOM. <br />DIM <br />E1 3-5/8"**(1) LAYER GWB. EA SIDE ---4-7/8" <br />* SEE STRUCTURAL DRAWINGS FOR GUAGE, SPACING, AND <br />ADDITIONAL INFORMATION <br />(1) LAYER 5/8" GYP. BD. EA. SIDE <br />METAL. STUD FRAMING (ESR # <br />3064P) SEE STRUCTURAL <br />DRAWINGS FOR ADDITIONAL <br />INFORMATION <br />6 MIL VISQUEEN. LAP SEAMS 3" <br />AND CONT. TAPE. <br />CE <br />I <br />L <br />I <br />N <br />G <br /> <br />H <br />T <br />. <br /> <br />P <br />E <br />R <br /> <br />P <br />L <br />A <br />N <br />TYPE STUD <br />SIZE <br />STUD <br />GAUGE <br />STUD <br />SPACING <br />GWB <br />LAYERS <br />STC <br />RATING <br />FIRE <br />RATING FIRE RATING TEST NO.NOM. <br />DIM <br />D1 3-5/8"**(1) LAYER GWB. ---4-1/4" <br />* SEE STRUCTURAL DRAWINGS FOR GUAGE, SPACING, AND <br />ADDITIONAL INFORMATION <br />CLG. JOIST PER <br />STRUCTURAL DRAWINGS <br />5/8" GYP. BD. <br />SLOTTED TOP TRACK W/ #10 S.M.S. <br />EA. FLANGE EA. STUD <br />#10 X 1" S.M.S. @ EA. HORIZ. JOIST <br />3-5/8" MTL. STUD BRACING @ 4'-0" <br />(VERT). <br />POWDER DRIVEN FASTENER <br />(4) #10 X 1" S.M.S. <br />(1) LAYER 5/8" GYP. BD. <br />BATT INSULATION <br />METAL TRACK W/ POWDER DRIVEN <br />ANCHORS -SEE STRUCTURAL <br />DRAWINGS <br />BASE PER PLAN <br />CONT. ACCOUSTICAL SEALANT BEAD <br />METAL STUD FRAMING (ESR #3064P) <br />SEE STRUCTURAL DRAWINGS FOR <br />ADDITIONAL INFORMATION <br />6 MIL VISQUEEN. LAP SEAMS 3" AND <br />CONT. TAPE AT WALL TYPE D1 ONLY <br />CE <br />I <br />L <br />I <br />N <br />G <br /> <br />H <br />T <br />. <br /> <br />P <br />E <br />R <br /> <br />P <br />L <br />A <br />N <br />D2 3-5/8"**(1) LAYER GWB. ---4-1/4" <br />16 GA. MTL. STUD -WHERE BACKING <br />PLATE OCCURS (STUD WIDTH PER <br />PLANS) <br />6" X 16 GA. MTL. STUD -NOTCH AT EA. <br />VERT. STUD AS SHOWN <br />6" X 16 GA. SHEET METAL STRAP <br />(3) #10 FLAT HEAD SHEET <br />MTL. SCREWS TO EA. <br />STUD (TYP.) <br />EXTEND BACKING PLATE TYPE 1 ACROSS <br />MIN. THREE (3) STUDS. EXTEND ALL <br />BACKING PLATES TO LAST STUD BEYOND <br />ITEM. DO NOT CUT WALL STUD FLANGES <br />TYPE 1 -USE AT: <br />WALL CABINETS AND BASE CABINETS, <br />HANDRAILS AND GRAB BARS <br />TYPE 2 -USE AT: <br />WALL MOUNTED DOOR STOPS, <br />MARKER AND TACK BOARDS, TOILET <br />ACCESSORIES, MIRRORS <br />SCHEDULED PARTITION <br />ALUMINUM WINDOW FRAME <br />TO MATCH ADJACENT DOOR <br />FRAMES <br />NOTE: <br />NO EXPOSED FASTENERS, TYP. <br />1 <br />1 <br />/ <br />2 <br />" <br /> <br />T <br />Y <br />P <br />EQ EQ <br />RATINGTYPE <br />F1 - <br />FIRE RATING TEST NO.FIRE <br />-9 1/4" <br />RATING <br />STC <br />STC 54(1) LAYER GWB BOTH SIDES8" <br />SIZE <br />STUD <br />GAUGE <br />* <br />STUD <br />* <br />SPACING <br />STUD <br />LAYERS <br />GWB <br />TOP OF SLAB <br />BASE: SEE FINISH SCHEDULE <br />HEAD <br />PLAN <br />SILL <br />METAL TRACK W/ POWDER DRIVEN <br />ANCHORS: HILTI X-U UNIVERSAL KNURLED <br />SHANK FASTENER, AT 24"o.c. W/ 1" EMBED <br />(ICC/ESR #2269) <br />CONTINUOUS ACOUSTICAL SEALANT <br />CEILING PER FINISH SCHEDULE <br />SLIP TRACK, 16 GA. TOP TRACK, W/ <br />#10 S.M.S. EA. FLANGE EA. STUD <br />SOUND ATTENUATION BATT INSULATION <br />METAL STUDS (ESR #3064P) WITH 5/8" <br />TYPE. "x" GYP. BD. BOTH SIDES (# OF <br />LAYERS PER BELOW), 1/2" GLASS MAT <br />WATER-RESISTANT BACKER PANELS <br />WHERE TILE OCCURS) <br />CL <br />G <br />. <br /> <br />H <br />T <br />. <br /> <br />P <br />E <br />R <br /> <br />R <br />E <br />F <br />L <br />E <br />C <br />T <br />E <br />D <br /> <br />C <br />E <br />I <br />L <br />I <br />N <br />G <br /> <br />P <br />L <br />A <br />N <br />S <br />NOM. <br />DIM <br />(2) #10 WOOD SCREWS X 2" LONG @ 24" O.C. <br />EXISTING ROOF FRAMING <br />(2) 16d END NAILS <br />2X BLOCKING @ 24" O.C. <br />HHENDY.COM <br />T (949) 851-3080 <br />4770 Campus Dr., Suite 100 <br />Newport Beach, CA 92660 <br />H ndy <br />ISSUES AND REVISIONS <br />JOB NUMBER <br />SCALE <br />PROJECT <br />TEAM <br />All specifications, drawings, concepts, designs, arrangements, intellectual and written material represented herein constitute <br />unique and unpublished work of H. Hendy Associates and may not be copied, used by or disclosed to others without written <br />consent of H. Hendy Associates. <br /> 2023 H.HendyAssociatesc <br />DATE <br />As indicated <br />04463.0000.24 <br />3080 S. HARBOR BLVD. <br />SANTA ANA, CA 92704 <br />WALL SECTIONS & DETAILS <br />IA-6.1 <br />MCGUFF <br />AB/CD <br />SCALE <br />3" = 1'-0"3WALL TYPE ASCALE <br />3" = 1'-0"7WALL TYPE BSCALE <br />3" = 1'-0"11WALL TYPE CSCALE <br />3" = 1'-0"19WALL TYPE E SCALE <br />3" = 1'-0"15WALL TYPE D <br />SCALE <br />1 1/2" = 1'-0"2WALL BACKINGSCALE <br />3" = 1'-0"6WINDOW JAMB -HEAD, SILL SIM. <br />SCALE <br />3" = 1'-0"9PARTITION TYPE F <br />NO. DESCRIPTION DATE <br />PLAN CHECK SUBMITTAL 3/17/25
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