HomeMy WebLinkAbout20210208_Plans_24x36b e a c h
EXISTING STRUCTUREEXISTING STRUCTURES 34°00'01" E 75.00'S 33°56'54" E 75.00'N 55°16'47" W 30.11'
a l l e y
N 55°16'47" W 30.04'a0.0a0.0a0.0a0.0site plan + project data1/4"=1'-0"copyright 2021job #203325 january 2021c6806 w. oceanfrontnewport beach, californianortonarchitectsean nortonc l i e n t :newport beach, california 926636806 w. oceanfrontnewport beach, california 9266362 balboa covestel949.637.5220residence9266302'8'4'site/roof plan2sheet indexproject consultantsXsymbols legendXdeferred submittalspublic works notesnorthvicinity map1north
1'project dataproject dataref.northn
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a0.6a0.6a0.6a0.6floor area analysis plans1/4"=1'-0"copyright 2021job #203325 january 2021c6806 w. oceanfrontnewport beach, californianortonarchitectsean nortonc l i e n t :newport beach, california 926636806 w. oceanfrontnewport beach, california 9266362 balboa covestel949.637.5220residence9266301'4'8'2'1st floor area analysis12nd floor area analysis23rd floor area analysis3max. 3rd floor is 0.15 x 1562 = 234 s.f.ref.northn
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h 2,253 s.f. lot areaproject area analysis1,562 s.f. buildable lot area2 x 1,562=3,124 s.f. allowable1,050 s.f. 1st floor (livable)project area analysis2,678 s.f. total livable+ 207 s.f. 3rd floor (livable) 383 s.f. garage1,421 s.f. 2nd floor (livable)3,061 s.f. total floor area 235 s.f. total open space (234 req'd)+open space provided 111 s.f. 1st floor (at front entry) 124 s.f. 2nd floor (at master deck)PA2021-024
JOB: 81-8 DATE: 11/30/2020 949 422-1869 CELL
949 858-2924 OFFICE
LAGUNA HILLS, CA 92653
23016 LAKE FOREST DR. #409
RdM SURVEYING INC.
RON MIEDEMA L.S. 4653
RDMSURVEYING@COX.NET
DESCRIPTION
LEGEND
PREPARED FOR: ERIC AUSTTOPOGRAPHIC SURVEY APN 045 033 17 BENCH MARK:ADDRESS OF PROJECT:
BEFORE STARTING GRADING.
MONUMENT PROPERTY CORNERS OR OFFSETS
SURVEYOR OR ENGINEER SHALL PERMANENTLY
X X
123.45
P.P.
WM
F.F.
G.F.
CONC.
F.S.
M.H.
P
A.C.
T.G.
MEAS. ELEVATIONS
TOP-GRATE
ASPHALT
PLANTER
MAN-HOLE
FINISH SURFACE
CONCRETE
GARAGE FLOOR
FINISH FLOOR
WATER METER
POWER POLE
FENCE
PROPERTY LINE
BUILDING
WALL
DECK
BRICK
REC. BRG. & DIST.
NATURAL GRADEN.G.
BENCH MARK SCALE 1"=8’
0’8’16’
N A L D E S N E C I L R O Y E V R U S D
L I F O R N I A S T A T E O F C A
RON
MIEDEMA
No. 4653
EXP. 9/30/21
6806 WEST OCEAN FRONT
NEWPORT BEACH
EASEMENT NOTE: THE PLAT FOR THIS SURVEY WAS PREPARED
WITHOUT A TITLE REPORT. UNPLOTTED EASEMENTS MAY EXIST
ON THE SUBJECT PROPERTY.
FERN STREET
ALLEY
ORANGE STREET NOT 90
NOT 90
NOT 90
NOT 90 NOT 90
N5516’47"W 30.11’
N3356’54"E 75.00’
N3400’01"E 75.00’
N5516’47"W 30.04’ 7.50’ 7.50’
N5516’47"W 220.25’
74.90’ TO INT. 30.03’ 115.32’ TO INT.
FD. MANHOLE TIES
SEWER MH
INT. 12.68
0.30’
FD. L&T
RCE 24668 FD. L&T
LS 6921
FD. L&T
LS6921
BENCH MARK #: 1J-58-80
DATUM: NAVD88
ELEVATION: 9.27
13.1NG
16.25TW 16.25TW
13.2NG
13.98FS
16.23TW
16.26T
W
13.86FS
18.62TW 13.5NG
15.85TW
13.1NG
13.3NG 15.79TW
13.6NG
15.83TW
13.5NG
16.28TW
13.80FS 13.1NG
16.28TW
13.1NG 16.30TW
13.85FS
16.27TW
13.77FS
16.26TW
13.6NG 13.4NG
13.0NG
13.5NG
29.73RIDGE
13.34FS
13.29FS
13.34FS
14.0NG
14.2NG
15.95TW 13.83FS
13.54FS13.34FS
19.31TW 18.65TW
13.38
13.88
14.42FF
13.37FS
13.93 13.87
13.36
13.48
19.34TW 13.41
13.40
13.65
13.36
13.35TG 13.28
13.
3
0
13.49 13.57GF
SEWER
13.25
12.94FL
12.84
13.24 AT&T
13.27
13.65
13.66
14.13
13.65
14.56FF
13.42
13.46
13.52FS
19.64TW
13.50
13.50
13.47
13.26
WM
13.21
WM
EDISON WM 12.97
12.82FL
SBC CATV
12.72FL
13.20FS
SEWER
13.75GF
12.79FL
13.51FS
13.58FS
13.73FS
19.72TW
16.29TW
13.77
18.62TW
RESIDENCE
RESIDENCE
RESIDENCE RESIDENCE
RESIDENCE
DECK ABOVE
DECK ABOVE
DECK ABOVE
DECK ABOVE
RESIDENCE
X
X
X
X
X
X
X
SHED
X X
SAND SAND
SAND
SAND
SANDSAND
SAND
SAND
SAND
SAND SAND
SAND
SAND
SAND
SAND
SAND
SAND
SAND
SAND
15.00
15’ VACATED JANUARY 5, 1932, PER RES. NO. 723 FILED IN 530/54, O.R.
OCEAN FRONT
7.5’
7.5’
FD. S&W 4’ GUTTER
CONC.
CONC.
CONC.
CONC.CONC.
CONC.
CONC.
CONC.
CONC.
CONC.CONC.
CONC.CONC.CONC.
CONC.
CONC.CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
GM
CONC.
1234
56
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY
LINE
2.7
2.5
9.29.2
3.3
3.0
22.5
5.0 4.9
12.91ink.x
12.72s&w
12.70l&t rce27906
12.96l&t rce27906
13.42lt ls6921
13.01fs
13.00fs
13.00fs
31.95ridge
13.69cp
13.55fs
13.66cp
13.32fs
13.01ng13.06ng
13.62ng
13.63ng
13.09ng
13.39ng
12.82ng 12.94ng 12.77ng 12.91ng
12.93ng
31.92ridge
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
PA2021-024
ALLEYNOT
9
0
°NOT 90°NOT 9
0
°NOT 90°NOT 90°FD. L&TRCE 24668FD. L&TLS 6921FD. L&TLS6921RESIDENCE
RESIDENCERESIDENCE
RESIDENCERESIDENCEOCEAN FRONTPROPOSED RESIDENCEFF=14.50GARAGEPRELIMINARY PLANNOT FOR CONSTRUCTIONLEGENDDETAILINFILTRATION TRENCHAPN 045-033-17BENCHMARK NOTE:COUNTY OF ORANGE #1J 58-80ELEV=9.27NAVD88 DATUMEASEMENT NOTE:THE PLAT FOR THIS SURVEY WAS PREPARED WITHOUT A TITLE REPORT.UNPLOTTED EASEMENTS MAY EXIST ON THE SUBJECT PROPERTY.SCOPE OF WORKPRELIMINARY CONSTRUCTION NOTESCITY OF NEWPORT BEACH NOTES139 Avenida NavarroSan Clemente, CA 92672949.492.8586www.toalengineering.comCIVIL ENGINEERINGLAND SURVEYINGSTORMWATER QUALITYPA2021-024
ALLEYNOT
9
0
°NOT 90°NOT 90°NOT 90°NOT 90°FD. L&TRCE 24668FD. L&TLS 6921FD. L&TLS6921RESIDENCE
RESIDENCERESIDENCE
RESIDENCERESIDENCEOCEAN FRONTPROPOSED RESIDENCEFF=14.50GARAGE139 Avenida NavarroSan Clemente, CA 92672949.492.8586www.toalengineering.comCIVIL ENGINEERINGLAND SURVEYINGSTORMWATER QUALITYPRELIMINARY PLANNOT FOR CONSTRUCTIONLEGENDDATE OF SURVEY: 11/30/2020APN 045-033-17BENCHMARK NOTE:COUNTY OF ORANGE #1J 58-80ELEV=9.27NAVD88 DATUMEASEMENT NOTE:THE PLAT FOR THIS SURVEY WAS PREPARED WITHOUT A TITLE REPORT.UNPLOTTED EASEMENTS MAY EXIST ON THE SUBJECT PROPERTY.LEGENDNOTEYEAR-ROUND BMP REQUIREMENTSTHIS SHEET FOR EROSION CONTROL ONLYEROSION CONTROL BMPsTEMPORARY SEDIMENT CONTROLWIND EROSION CONTROLTRACKING CONTROLWASTE MANAGEMENT AND MATERIALS POLLUTION CONTROLNON-STORMWATER MANAGEMENTPA2021-024
EXISTING RESIDENCETO BE DEMOLISHEDb e a c h
EXISTING STRUCTUREEXISTING STRUCTURES 34°00'01" E 75.00'S 33°56'54" E 75.00'N 55°16'47" W 30.11'SHEDa l l e y
N 55°16'47" W 30.04'd1.0d1.0d1.0d1.0demolition plan1/4"=1'-0"copyright 2021job #203325 january 2021c6806 w. oceanfrontnewport beach, californianortonarchitectsean nortonc l i e n t :newport beach, california 926636806 w. oceanfrontnewport beach, california 9266362 balboa covestel949.637.5220residence9266301'4'8'2'demolition plan1wall legendref.established grade andoverall heightnorthn
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a l l e y S 34°06'39" W 74.99'S 34°05'44" W 74.99'N 55°16'10" W 30.05'
N 55°16'10" W 30.03'
b e a c hp a t i oa1.0a1.0a1.0a1.01st + 2nd floor plans1/4"=1'-0"copyright 2021job #203325 january 2021c6806 w. oceanfrontnewport beach, californianortonarchitectsean nortonc l i e n t :newport beach, california 926636806 w. oceanfrontnewport beach, california 9266362 balboa covestel949.637.5220residence9266301'4'8'2'1st floor plan12,253 s.f. lot areaproject area analysis1,562 s.f. buildable lot area2 x 1,562=3,124 s.f. allowable1,050 s.f. 1st floor (livable)project area analysis2,678 s.f. total livable+ 207 s.f. 3rd floor (livable) 383 s.f. garage1,421 s.f. 2nd floor (livable)3,061 s.f. total floor area2nd floor plan2 235 s.f. total open space (234 req'd)+open space provided 111 s.f. 1st floor (at front entry) 124 s.f. 2nd floor (at master deck)355
1114
wall legendref.northn
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aaaa1111....11113rd floor + roof plans1/4"=1'-0"copyright 2021job #203325 january 2021c6806 w. oceanfrontnewport beach, californianortonarchitectsean nortonc l i e n t :newport beach, california 926636806 w. oceanfrontnewport beach, california 9266362 balboa covestel949.637.5220residence9266301'4'8'2'1st floor plan3roof plan4wall legendref.northn
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1114
2
22PA2021-024
a3.0a3.0a3.0a3.0exterior elevations1/4"=1'-0"01'4'8'2'north elevation (front)2copyright 2021job #203325 january 2021c6806 w. oceanfrontnewport beach, californianortonarchitectsean nortonc l i e n t :newport beach, california 926636806 w. oceanfrontnewport beach, california 9266362 balboa covestel949.637.5220residence92663east elevation (side)1m a t e r i a l sestablished grade andoverall heightPA2021-024
aaaa3333....1111exterior elevations1/4"=1'-0"01'4'8'2'south elevation (front)4copyright 2021job #203325 january 2021c6806 w. oceanfrontnewport beach, californianortonarchitectsean nortonc l i e n t :newport beach, california 926636806 w. oceanfrontnewport beach, california 9266362 balboa covestel949.637.5220residence92663west elevation (side)3established grade andoverall heighteast/west section5m a t e r i a l sPA2021-024
a4.0a4.0a4.0a4.0building sections1/4"=1'-0"01'4'8'2'north/south section2copyright 2021job #203325 january 2021c6806 w. oceanfrontnewport beach, californianortonarchitectsean nortonc l i e n t :newport beach, california 926636806 w. oceanfrontnewport beach, california 9266362 balboa covestel949.637.5220residence92663north/south section1established grade andoverall heightPA2021-024
JOB NO.SCALE:DRAWN:DATE:ALEGNINEISSORP
OFENA
RR
N
IIFLCAETFOCILIVOESTE ERGI
D
TSRE
ATC-45309SCOT
ROSSWILLIAMREVISIONS 01-20-21-RFM014PA2021-024
JOB NO.SCALE:DRAWN:DATE:ALEGNINEISSORP
OFENA
RR
N
IIFLCAETFOCILIVOESTE ERGI
D
TSRE
ATC-45309SCOT
ROSSWILLIAMREVISIONS 01-20-21-RFM014PA2021-024
HFX-24xHFX-21xHFX-18xHFX-15xHFX-12xHFX-9x1-1/8-STD-BB-RA1-1/8-STD-BB-RA1-1/8-HS-BB-RA1-1/8-STD-BB-RA1-1/8-HS-BB-RA1-1/8-STD-BB-RA1-1/8-HS-BB-RA1-1/8-STD-BB-RA1-1/8-HS-BB-RA1-1/8-STD-BB-RA1-1/8-HS-BB-RARod DiaRod GradeStirrupsAnchoragePanel Width12,3BB-RA leShear Ties Model45679 (in) (in)a1 C a2C 129151821241-1/8STD HSSTD HSSTD HSSTD HSSTD HSSTD23158 - # 414 - # 413 - # 418 - # 419-3/420-5/811# 4 (min) @ 4" OC16 - # 4# 3 (min) 3-3/4" OC# 3 (min) @ 4" OC@ 15 - # 4HFX-24xHFX-21xHFX-18xHFX-15xHFX-12xHFX-9x1-1/8-STD-RA1-1/8-STD-RA1-1/8-HS-RA1-1/8-STD-RA1-1/8-HS-RA1-1/8-STD-RA1-1/8-HS-RA1-1/8-STD-RA1-1/8-HS-RA1-1/8-STD-RA1-1/8-HS-RARod DiaRod GradeStirrupsAnchoragePanel Width12,3RA leShear Ties Model45679 (in) (in)a1 C a2C 129151821241-1/8STD HSSTD HSSTD HSSTD HSSTD HSSTD8 - # 410 - # 419-3/420-5/8# 4 (min) @ 4" OC# 3 (min) 3-3/4" OC# 3 (min) @ 4" OC@ 15119 - # 411 - # 412 - # 41-1/8-STD-13-191-1/8-HS-20-301-1/8-STD-14-201-1/8-HS-20-30Rod DiaRod GradeAnchoragePanel12,3UAModel456a1 C a2C 78" - 10'78" - 13'14' - 20'78" - 13'14' - 20'1-1/8 HSSTD HSSTD HSSTD20HFX-12x132014HFX-15x, 18xHFX-15x, 18xBalloonHFX-21x, 24xHFX-21x, 24xBalloon1-1/8-STD-14-201-1/8-HS-23-341-1/8-HS-20-30HFX-9x142320Height301930202034301-1-2018HFX1DATE:ANCHORAGE DETAILS - HFX PANELS REVISIONS DATE1.DESIGNS ARE TO RESIST LOADING PER ACI 318-14, SECTION17.2.3.4.3.2. STD INDICATES ANCHORS COMPLYING WITH ASTM F1554 GRADE36 WITH A HARDY FRAME BOLT BRACE (HFXBB) INSTALLED WITHDOUBLE NUTS ON THE EMBED END.3. HS INDICATES ANCHORS COMPLYING WITH ASTM A193 GRADE B7WITH A 1/2"X3"X3"(MIN) HFPW PLATE WASHER INSTALLED WITHDOUBLE NUTS ON THE EMBED END (HFXBB NOT REQUIRED).4. LE = LENGTH OF EMBEDMENT FROM THE TOP OF FOOTING ORGRADE BEAM TO THE TOP OF THE HFXBB BOLT BRACE (TOP OFTHE EMBEDDED HFPW PLATE WASHER @ HS ANCHORS)5. CA1 = DISTANCE FROM HD CENTERLINE TO THE END OF THEFOOTING OR GRADE BEAM.6. CA2 = DISTANCE FROM HD CENTERLINE TO BOTH THE FRONTAND THE BACK FACE OF THE FOOTING OR GRADE BEAM.7. SHEAR TIES ARE GRADE 60 (MIN) REBAR AND REQUIRED FORNEAR EDGE DISTANCE CONDITIONS PER ACI-318-14, F'C = 2,500PSI. CURBS AND STEM WALLS MUST BE 6 INCH (MIN) WIDTH FORUA AND RA, 12 INCH (MIN) WIDTH FOR BB-RA.8. FOR UA APPLICATIONS, ADDITIONAL TIES MAY BE REQUIRED ATSTEM WALLS. SHEAR TIES ARE NOT REQUIRED FORINSTALLATION AWAY FROM EDGE (SEE DETAIL 1A), INSTALLATIONON WOOD FRAMING, OR FOR IRC BRACED WALL PANELAPPLICATIONS.9. STIRRUPS ARE GRADE 60 (MIN) REBAR. SEE TABLE FOR SIZE AND63$&,1*6((³67,5583/$<287´',$*5$06$1'³.(<´)25LAYOUT PATTERNS.10. CONCRETE EDGE DISTANCES MUST COMPLY WITH ACI 318-14,SECTION 17.7.1 BACK TO BACK REINFORCED ANCHORAGE NOMENCLATURE1-1/8 - STD - BB - RAROD GRADE"BACK TO BACK" INSTALLATIONREINFORCED ANCHORAGEROD DIAMETERREINFORCED ANCHORAGE NOMENCLATURE1-1/8 - STD - RAROD GRADEREINFORCED ANCHORAGEROD DIAMETER UNREINFORCED ANCHORAGE NOMENCLATURE1-1/8 - STD - 14 - 20ROD GRADEEMBEDMENT DEPTH ( )END & EDGE DISTANCE ( & )ROD DIAMETERa1leCa2le &C2-3/4" FORPANEL ONCONCRETE A18-3/4"15-3/4"12-3/4"9-3/4"8-1/2"5-1/2"1-3/4"2-5/8"9"12"15"18"21"24"HFX-9xHFX-12xHFX-15xHFX-18xHFX-21xHFX-24x AHFX-18xHFX-9xHFX-21xHFX-24xHFX-18xHFX-9xHFX-12xHFX-15xHFX-21xHFX-24xKEY4" Min. 2'-6"Ca1Ca226" MinCa2Ca222" MinCa2Ca2Ca2Ca1Ca1Ca1Min. 2'-6"le + 1"7 34"1"RADIUS7 34"1"RADIUS%(1'%(1'2 12" (Min) Over-LapLENGTH(1A/HFX1)RADIUS:# 3 = 3 14" Min# 4 = 4 14" Min16"13" Min15" Max9" Min11" MaxLENGTH(1A/HFX1)RADIUS:# 3 = 1 12" Min# 4 = 2" Min2 12" (Min) Over-LapLENGTHRADIUS:# 3 = 1 12" Min# 4 = 2" Min2 12" (Min) Over-Lap B A BHFX-9xHFX-12xHFX-15xHFX-18xHFX-21xHFX-24x7-1/2"10-1/2"12"15"18"21" Length NOT REQUIRED WHENSHEAR TIES79.5" - 8'TOP OF CONCRETEA = 2-1/2" o.c.B = 1-1/4" ea Side of HDKEYA = 3" o.c.B = 1-1/2" ea Side of HDA. #4 (Min) Longitudinal RebarTop and Bottom by EORB. le - 3"C. le per TableD. le + 7"E. CL = 10" Min, 12" MaxF. 2'-2" (Min)G.)URP7RSRI&RQFUHWHto CL of Shear TieH. 1" CL @ Upper Two TiesI. Shear Ties per TableJ. 2'-6" (Min) UNO by EORK. Stirrups per TableL. Ca1 per Table 4" A B C F E A B C D F E DCURB @ OUTSIDE CORNERCONTINUOUS FOOTINGCURB (12" MIN WIDTH)EXTERIOR SLABINTERIOR SLABCURB @ OUTSIDE CORNERCONTINUOUS FOOTINGCURB (6" MIN) WIDTHEXTERIOR SLABINTERIOR SLABSTEM WALL @ OUTSIDE CORNERCURB @ OUTSIDE CORNERCURB (6" MIN) WIDTHEXTERIOR SLABINTERIOR SLAB B C D H G K I A L B C D G K I A L B C D D E CA. #4 (Min) Longitudinal RebarTop and Bottom by EORB. 12" MinC. 15" MinD. 22" MinE. CL = 6" Min, 8" MaxF. 1'-10" (Min)G.)URP7RSRI&RQFUHWHto CL of Shear TieH. 1" CL @ Upper Two TiesI. Shear Ties per TableJ. 2'-6" Min UNO by EORK. Stirrups per TableL. Ca1 per TableA. Shear Ties per UA TableB. 10" Max or per PlansC. le per TableD. Ca2 per TableE.IURP7RSRI&RQFUHWHto CL of Shear TieF. 1" CL @ Upper Two TiesG. Shear Ties per RA Tablewhen Top of Concrete is8" above Top of SlabH. 12" MinI. Ca1 per Table J JHFB7 A1. ANCHORAGE IS DESIGNED FOR TENSION ANDSHEAR TRANSFER ONLY, FOUNDATION DESIGNPER EOR.2. REINFORCEMENT SHOWN IS THE MINIMUMREQUIREMENT AND IS NOT INTENDED TOREPLACE REINFORCEMENT DESIGNED BY THEEOR.3. FOR RA AND BB-RA INSTALLATIONS, THEHFXBB BOLT BRACE MAY BE PLACED ON TOPOF THE STIRRUPS WITH DOUBLE-NUTSINSTALLED AT EMBED END OF STANDARDGRADE ANCHOR RODS. (NOTE: 12" x 3" x 3" MIN.HFPW PLATE WASHERS ARE REQUIRED TO BEDOUBLE-NUTTED AT EMBED END OF HIGHSTRENGTH ANCHOR RODS.)4. HIGH STRENGTH ALL-THREAD RODS PROVIDEDBY HARDY FRAMES ARE STAMPED ON BOTHENDS.WidthModelModelEDGE VIEW2 - # 31 - # 3 (in) (in) (in) (in) (in) (in) (in) (in) (in) (in) (in) H G F H I IEdge DistanceEnd Distance2-3/8"6-1/4"7-3/8"8-3/8"9-3/8"10-3/8"2-3/8"3-1/2"4-1/4"5"5-1/2"6"Shear Ties 7,8HFX-12xHFX-15x123AB1A1B2A2B3A3BHFX ANCHOR CENTERLINESIMPORTANT NOTESUA SECTIONS & ELEVATIONSUA SHEAR TIESRA SHEAR TIES & STIRRUPSRA SECTIONS & ELEVATIONSBB-RA SECTIONS & ELEVATIONSBB-RA SHEAR TIES & STIRRUPSUNREINFORCED ANCHORAGE (UA)REINFORCED ANCHORAGE (RA)BACK TO BACK REINFORCED ANCHORAGE (BB-RA)TABLE NOTESIMPORTANT!PA2021-024
REVISIONSDATEFRAMING DETAILS - HFX PANELSDATE:NOTE:ATTACHMENTS TO ADJACENTTRIMMERS MAY BE MADE ATPREPUNCHED SCREW HOLES ORWITH SELF TAPPING SCREWS(#12 AT EDGES, #10 AT FACE).SECTION BSECTION AOPTIONAL INSTALLATION WITHHARDY FRAME BASEEXTENSION (HFBX) FORADJACENT FRAMINGHFBX#10 SELF-TAPPING SCREWSAT FACE OF PANEL.(BUGLE HEAD WITH SELFDRILLING TIP SHOWN) #12 SELF-TAPPING SCREWSAT EDGE OF PANEL.(BUGLE HEAD WITH SELFDRILLING WING TIP SHOWN)BUGLE HEADWAFER HEADFLAT TRUSSMODIFIED TRUSSHEX HEADSELF DRILLING TIP SELF DRILLING WING TIP#10 SELF-TAPPING SCREWSAT FACE OF PANEL.(HEX HEAD WITH SELFDRILLING TIP SHOWN)NOTES:A. SURFACE FINISHES, CONNECTORS AND FIXTURES ARE ATTACHED TO THE PANELFACE WITH # 10 SELF-TAPPING SCREWS SPACED NO LESS THAN 2-1/4" OC.B. ATTACHMENTS TO THE PANEL EDGES ARE MADE WITH # 12 SELF-TAPPING SCREWS.C. STRUCTURAL CONNECTIONS ARE TO BE DESIGNED BY THE DESIGN PROFESSIONAL.D. STRUCTURAL HARDWARE USED TO TRANSFER LOADS SHOULD NOT EXCEED 12GAUGE. 21" PANEL 24" PANEL 18" PANEL 9" PANEL 12" PANEL 15" PANEL15" Width = 863-1/2HFX-15,18,21 & 24x14164-1/41-1/8HFX-15,18,21 & 24x15HFX-15,18,21 & 24x16HFX-15,18,21 & 24x17176-1/4188-1/4200-1/4 Top Screw Qty (ea)18" Width = 1021" Width = 1224" Width = 14 1Hold DownDiameter (in)HFX-15,18,21 & 24x18HFX-15,18,21 & 24x19HFX-15,18,21 & 24x20212-1/4224-1/4236-1/4Screw QtyAvailable atEdges (ea)7843-1/292-1/41-1/8HFX-12,15,18,21 & 24x9HFX-12,15,18,21 & 24x10HFX-15,18,21 & 24x11104-1/4116-1/4128-1/4 ModelNumber Net Height (in) Depth (in) 1Hold DownDiameter (in)HFX-15,18,21 & 24x12HFX-15,18,21 & 24x13140-1/4152-1/4Screw QtyAvailable atEdges (ea)56HFX-12,15,18,21 & 24x7878HFX-9x79.579-1/2 Top Screw Qty (ea) ModelNumber Net Height (in) Depth (in) 23 23PANCAKE FIXTUREAS NEEDEDINSTALLATION INSTRUCTIONS1. WHEN INSTALLING ON CONCRETE CONNECT WITH (1 EA) HARDENED ROUNDWASHER BELOW (1 EA) GRADE 8 NUT, SECURE WITH A DEEP SOCKET(RECOMMENDED) UNTIL SNUG TIGHT. ALTERNATE WASHERS AND NUTSARE PROVIDED IN TABLE NOTE 1.2. INSTALLATION ON CONCRETE PROVIDES THE HIGHEST ALLOWABLEVALUES. CONFIRM WITH THE DESIGN PROFESSIONAL BEFORE INSTALLINGON OTHER SUPPORTING SURFACES.3. USE 1/4"X4-1/2" MITEK PRO SERIES WS SCREWS AT TOP CONNECTIONSWITH A 2x FILLER. IF THE TOP OF PANEL IS IN DIRECT CONTACT WITH THECOLLECTOR ABOVE (TOP PLATES, HEADER, BEAM, ETC.) USE1/4 x 3"(MINIMUM)4. FOR INSTALLATIONS WITH A FILLER GREATER THAN 1-1/2" ABOVE, OR WHENSPECIFIED BY THE DESIGN PROFESSIONAL, ADJACENT KING POSTS TOBRACE THE OUT-OF-PLANE HINGE CAN BE CONNECTED WITH 1/4" DIA.SCREWS THROUGH PRE-PUNCHED HOLES AT THE PANEL EDGES.1. HOLD DOWN ANCHOR BOLTS CONNECT TO THE PANEL BASE WITHHARDENED ROUND WASHERS BELOW GRADE 8 NUTS. ALTERNATEWASHERS ARE (2 EA) ROUND-FLAT OR (2 EA) SAE WASHERS ON EACHBOLT. ALTERNATE NUTS ARE 2H HEAVY HEX.2. 1/4" DIAMETER MITEK PRO SERIES WS SCREWS. LENGTH IS 3" (MINIMUM)WHEN ATTACHED DIRECTLY TO THE COLLECTOR AND 4-1/2" (MINIMUM)WHEN INSTALLING A 2x FILLER ABOVE THE PANEL.3. ADJACENT FRAMING WITH 1/4" DIAMETER SCREWS IS REQUIRED AT THEPANEL EDGES WHEN INSTALLING A FILLER ABOVE THE TOP CHANNELTHAT IS GREATER THAN 1-1/2" OR WHEN SPECIFIED BY THE DESIGNPROFESSIONAL.HFX-9x893-3/41. (A) PRE-WELDED STRAPS ARE PROVIDED ON 78" AND 79-1/2" PANEL HEIGHTS.THEY ARE AVAILABLE FOR OTHER HEIGHTS UPON REQUEST.(B) FIELD INSTALLED STRAPS WITH SELF TAPPING SCREWS ARE PERMITTED.THE DESIGN AND CONNECTION IS BY THE DESIGN PROFESSIONAL.2. A 2x WOOD FILLER WITH 1/4"x4-1/2" (MIN.) WS SCREWS IS PERMITTED.3. WHEN CRIPPLE STUDS OCCUR, SHEAR TRANSFER DESIGN TO BE PER THEBUILDING DESIGN PROFESSIONAL.4. A 1" DIA. HOLE MAY BE ADDED IN THE PANEL FACE WHEN IT IS LOCATED INTHE UPPER HALF OF THE PANEL HEIGHT AND IS 4" MINIMUM FROM ANYEDGE. FOR PANELS MORE THAN 12" WIDE, ADDITIONAL HOLES MUST BEOFFSET 1" MINIMUM FROM THE 3" DIA. PREPUNCHED HOLE. FOR HOLESLARGER THAN 1" DIAMETER OR TO ADD MORE THAN ONE HOLE CONTACTMITEK HARDY FRAME TECHNICAL SUPPORT AT (800) 754-3030.11. 15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDED BETWEEN PANEL BASE AND CONCRETE.2. NUTS AND WASHERS PER TABLE NOTE 1.3. ADJACENT FRAMING OPTIONAL U.N.O. BY BUILDING DESIGN PROFESSIONAL.321. TRIMMERS PROVIDE FULL BEARING FOR HEADER ABOVE, DESIGN ANDCONNECTIONS BY BUILDING DESIGN PROFESSIONAL.2. 6x HEADER.3. WOOD MEMBERS FOR BACKING MAY BE INSERTED VERTICALLY OR HORIZONTALLYIN THE PANEL CAVITY AS NEEDED.4. WOOD MEMBER FLUSH TO FACE OF WALL FOR BACKING AS NEEDED.1124311. PLUS OR MINUS 1-1/2" GAP TO BE FILLED WITH 5,000 PSI NON-SHRINKGROUT (MINIMUM).2. NUT AND WASHER GRADES PER TABLE NOTE 1.1. 15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDED BETWEEN PANEL BASE AND CONCRETE.2. NUTS AND WASHERS PER TABLE NOTE 1.1221. 15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDEDBETWEEN PANEL BASE AND TREATED PLATE.2. NUTS AND WASHERS PER TABLE NOTE 1.211. 15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDED BETWEENPANEL BASE AND CONCRETE.2. NUTS AND WASHERS PER TABLE NOTE 1.3. ADJACENT FRAMING WITH 1/4" DIAMETER SCREWS INSTALLED AT THEPANEL EDGES WHEN INSTALLING A FILLER GREATER THAN 1-1/2" ABOVE ORWHEN SPECIFIED BY DESIGN PROFESSIONAL.2131. WOOD FILLER WITH USP MP4F CONNECTORS BOTH SIDES, QUANTITY BYBUILDING DESIGN PROFESSIONAL.2. 1/4" x 3" (MINIMUM) WS SCREWS, QUANTITY PER TABLES3. ADJACENT FRAMING WITH 1/4" DIAMETER SCREWS INSTALLED THROUGHPRE-PUNCHED HOLES IN PANEL EDGES REQUIRED WHEN INSTALLING AFILLER GREATER THAN 1-1/2" ABOVE TO BRACE OUT-OF-PLANE HINGE ORWHEN SPECIFIED BY THE DESIGN PROFESSIONAL.4. PRE-DRILL 3/16" DIA. HOLES, EVENLY SPACED IN FACE OF PANEL NO LESSTHAN 2-1/4" OC AND INSTALL 1/4" DIA. WOOD SCREWS INTO 2x (MIN.) WOOD"LEDGER" IN PANEL CAVITY.5. CONNECTOR AND ATTACHMENT BY BUILDING DESIGN PROFESSIONAL.453121. CAVITY ORIENTED FOR CONNECTION ACCESS.2. NUTS AND WASHERS PER TABLE NOTE 1.3. NOMINAL 8 INCH FRAMING ABOVE (MIN).4. A 2x FILLER WITH 1/4" x 4-1/2" MINIMUM WS SCREWS IS PERMITTED.5. FIELD INSTALLED WOOD BACKING AS NEEDED.SECTION A51432 9" Width = 512" Width = 615" Width = 818" Width = 1021" Width = 1224" Width = 14311. 1/4" x 3" (MINIMUM) WS SCREWS, QUANTITY PER TABLES2. 1/4" x 4-1/2" (MINIMUM) WS SCREWS, QUANTITY PER TABLES3. 2x WOOD FILLER.2HFX-12,15,18,21 & 24x8HFX21-1-2018TMTM ALLOWABLE VALUES ON 2x PLATE ARE LESS THAN INSTALLATION ON CONCRETE ALLOWABLE VALUES ON N&W ARE LESS THAN INSTALLATION ON CONCRETENOTE:TO PREVENT DRILLING ADDITIONAL HOLES ORIENT THE PANEL CAVITYTOWARD THE FIXTURE BEING INSTALLED.TRIMMERS PERDESIGN PROFESSIONALOPTIONALSOFFIT31B21A4FILLER GREATER THAN 1-1/2 IN.63BACK TO BACK INSTALLATION81125710149ABCDRAISED FLOOR HEAD-OUTINSTALLATION ON 2x PLATESTEEL BEAM ABOVE THRU-BOLTTOP PLATE CONNECTIONSINSTALLATION ON CONCRETEINSTALLATION ON NUTS & WASHERS6x HEADER ABOVE-SECTIONSTOP CONNECTION TO HEADERINSTALLATION ON CURBHFX PANELS 78 IN. THROUGH NOMINAL 13 FEETBALLOON PANELS 14 FEET THROUGH 20 FEET5a5bBA341. STEEL BEAM PER PLANS2. ALL THREAD RODS THRU-BOLTED TO STEEL BEAM BY BUILDINGDESIGN PROFESSIONAL.3. NUTS AND WASHERS PER TABLE NOTE 1.4. HARDY FRAME STACKING WASHERS (HFSW( REQUIRED TO BEWELDED INSIDE TOP CHANNEL OF LOWER PANEL.5. HARDY FRAME "STK" PANEL WITH STACKING WASHERS WELDEDINSIDE THE TOP CHANNEL BY MANUFACTURER.125 RAKE WALL INSTALLATIONPA2021-024