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Home My WebLink AboutNorton-CDP-08Feb2021b e a c h EXISTING STRUCTURE EXISTING STRUCTURE S 34°00'01" E 75.00' S 33°56'54" E 75.00' N 5 5 ° 1 6 ' 4 7 " W 3 0 . 1 1 ' a l l e y N 5 5 ° 1 6 ' 4 7 " W 3 0 . 0 4 ' a0.0a0.0a0.0a0.0 site plan + project data 1/4"=1'-0" copyright 2021 job #2033 25 january 2021 c 6806 w. oceanfront newport beach, california norton architect sean norton c l i e n t : newport beach, california 92663 6806 w. oceanfront newport beach, california 92663 62 balboa coves tel 949.637.5220 residence 92663 0 2'8'4' site/roof plan2 sheet indexproject consultants X symbols legend X deferred submittals public works notes north vicinity map1 no r t h 1' project data project data ref.north n o rt h a0.6a0.6a0.6a0.6 floor area analysis plans 1/4"=1'-0" copyright 2021 job #2033 25 january 2021 c 6806 w. oceanfront newport beach, california norton architect sean norton c l i e n t : newport beach, california 92663 6806 w. oceanfront newport beach, california 92663 62 balboa coves tel 949.637.5220 residence 92663 0 1'4'8'2' 1st floor area analysis1 2nd floor area analysis2 3rd floor area analysis3 max. 3rd floor is 0.15 x 1562 = 234 s.f. ref.north n o rt h 2,253 s.f. lot area project area analysis 1,562 s.f. buildable lot area 2 x 1,562=3,124 s.f. allowable 1,050 s.f. 1st floor (livable) project area analysis 2,678 s.f. total livable + 207 s.f. 3rd floor (livable) 383 s.f. garage 1,421 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) 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. FE R N S T R E E T ALLEY OR A N G E S T R E E T NOT 9 0 NOT 9 0 NOT 9 0 NOT 9 0 NOT 9 0 N5516’47"W 30.11’ N3 3 5 6 ’ 5 4 " E 7 5 . 0 0 ’ N3 4 0 0 ’ 0 1 " E 7 5 . 0 0 ’ N5516’47"W 30.04’ 7. 5 0 ’ 7. 5 0 ’ 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 . 1 N G 13 . 3 N G 15.79TW 13.6NG 15.83 T W 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 . 4 N G 13.0NG 13.5NG 29 . 7 3 R I D G E 13.34FS 13.29FS 13 . 3 4 F S 14 . 0 N G 14.2NG 15.95TW 13.83FS 13.54FS13.34FS 19.31TW 18.65TW 13 . 3 8 13 . 8 8 14.42FF 13 . 3 7 F S 13.93 13.87 13.36 13.48 19.34TW 13 . 4 1 13.40 13 . 6 5 13 . 3 6 13.35TG 13.28 13. 3 0 13.49 13.57GF SE W E R 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 . 5 8 F S 13 . 7 3 F S 19.72TW 16.29TW 13.77 18.62TW RE S I D E N C E RE S I D E N C E 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 ’ V A C A T E D J A N U A R Y 5 , 1 9 3 2 , PE R R E S . N O . 7 2 3 F I L E D I N 5 3 0 / 5 4 , O . R . OCEAN FRONT 7.5 ’ 7.5 ’ FD. S&W 4’ G U T T E R 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. CO N C . CO N C . CO N C . CO N C . CO N C . CO N C . CO N C . CO N C . CO N C . CO N C . CO N C . CO N C . CO N C . CO N C . CONC. CONC. CONC. CONC. CONC. CONC. CONC. GM CONC. 1234 56 PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E 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. ALLEY NOT 9 0 ° N O T 9 0 ° NOT 9 0 ° N O T 9 0 ° N O T 9 0 ° FD. L&T RCE 24668 FD. L&T LS 6921 FD. L&T LS6921 RE S I D E N C E RE S I D E N C E RESIDENCE RESIDENCE RESIDENCE OCEAN FRONT PROPOSED RESIDENCE FF=14.50 GARAGE PRELIMINARY PLAN NOT FOR CONSTRUCTION LEGEND DETAIL INFILTRATION TRENCH APN 045-033-17 BENCHMARK NOTE: COUNTY OF ORANGE #1J 58-80 ELEV=9.27 NAVD88 DATUM EASEMENT NOTE: THE PLAT FOR THIS SURVEY WAS PREPARED WITHOUT A TITLE REPORT. UNPLOTTED EASEMENTS MAY EXIST ON THE SUBJECT PROPERTY. SCOPE OF WORK PRELIMINARY CONSTRUCTION NOTES CITY OF NEWPORT BEACH NOTES 1 3 9 A v e n i d a N a v a r r o San Clemen te, CA 92 672 9 4 9 .4 9 2 .8 5 8 6 www.toalengi neeri ng.com CI VI L E NG I NE ER I NG L A N D S U R V E Y I N G STORMWATER QUALITY ALLEY NOT 9 0 ° N O T 9 0 ° NOT 9 0 ° N O T 9 0 ° N O T 9 0 ° FD. L&T RCE 24668 FD. L&T LS 6921 FD. L&T LS6921 RE S I D E N C E RE S I D E N C E RESIDENCE RESIDENCE RESIDENCE OCEAN FRONT PROPOSED RESIDENCE FF=14.50 GARAGE 1 3 9 A v e n i d a N a v a r r o San Clemen te, CA 92 672 9 4 9 .4 9 2 .8 5 8 6 www.toalengi neeri ng.com CI VI L E NG I NE ER I NG L A N D S U R V E Y I N G STORMWATER QUALITY PRELIMINARY PLAN NOT FOR CONSTRUCTION LEGEND DATE OF SURVEY: 11/30/2020 APN 045-033-17 BENCHMARK NOTE: COUNTY OF ORANGE #1J 58-80 ELEV=9.27 NAVD88 DATUM EASEMENT NOTE: THE PLAT FOR THIS SURVEY WAS PREPARED WITHOUT A TITLE REPORT. UNPLOTTED EASEMENTS MAY EXIST ON THE SUBJECT PROPERTY. LEGEND NOTE YEAR-ROUND BMP REQUIREMENTS THIS SHEET FOR EROSION CONTROL ONLY EROSION CONTROL BMPs TEMPORARY SEDIMENT CONTROL WIND EROSION CONTROL TRACKING CONTROL WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL NON-STORMWATER MANAGEMENT EXISTING RESIDENCE TO BE DEMOLISHEDb e a c h EXISTING STRUCTURE EXISTING STRUCTURE S 34°00'01" E 75.00' S 33°56'54" E 75.00' N 55°16'47" W 30.11' SHED a l l e y N 55°16'47" W 30.04' d1.0d1.0d1.0d1.0 demolition plan 1/4"=1'-0" copyright 2021 job #2033 25 january 2021 c 6806 w. oceanfront newport beach, california norton architect sean norton c l i e n t : newport beach, california 92663 6806 w. oceanfront newport beach, california 92663 62 balboa coves tel 949.637.5220 residence 92663 0 1'4'8'2' demolition plan1 wall legend ref. established grade and overall height north n o rt h a l l e y S 34°06'39" W 74.99' S 34°05'44" W 74.99' N 5 5 ° 1 6 ' 1 0 " W 3 0 . 0 5 ' N 5 5 ° 1 6 ' 1 0 " W 3 0 . 0 3 ' b e a c h p a t i o a1.0a1.0a1.0a1.0 1st + 2nd floor plans 1/4"=1'-0" copyright 2021 job #2033 25 january 2021 c 6806 w. oceanfront newport beach, california norton architect sean norton c l i e n t : newport beach, california 92663 6806 w. oceanfront newport beach, california 92663 62 balboa coves tel 949.637.5220 residence 92663 0 1'4'8'2' 1st floor plan1 2,253 s.f. lot area project area analysis 1,562 s.f. buildable lot area 2 x 1,562=3,124 s.f. allowable 1,050 s.f. 1st floor (livable) project area analysis 2,678 s.f. total livable + 207 s.f. 3rd floor (livable) 383 s.f. garage 1,421 s.f. 2nd floor (livable) 3,061 s.f. total floor area 2nd 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) 3 5 5 11 1 4 wall legend ref.north n o rt h 2 22 aaaa1111....1111 3rd floor + roof plans 1/4"=1'-0" copyright 2021 job #2033 25 january 2021 c 6806 w. oceanfront newport beach, california norton architect sean norton c l i e n t : newport beach, california 92663 6806 w. oceanfront newport beach, california 92663 62 balboa coves tel 949.637.5220 residence 92663 0 1'4'8'2' 1st floor plan3 roof plan4 wall legend ref.north n o rt h 3 5 5 11 1 4 2 22 a3.0a3.0a3.0a3.0 exterior elevations 1/4"=1'-0" 0 1'4'8'2' north elevation (front)2 copyright 2021 job #2033 25 january 2021 c 6806 w. oceanfront newport beach, california norton architect sean norton c l i e n t : newport beach, california 92663 6806 w. oceanfront newport beach, california 92663 62 balboa coves tel 949.637.5220 residence 92663 east elevation (side)1 m a t e r i a l s established grade and overall height aaaa3333....1111 exterior elevations 1/4"=1'-0" 0 1'4'8'2' south elevation (front)4 copyright 2021 job #2033 25 january 2021 c 6806 w. oceanfront newport beach, california norton architect sean norton c l i e n t : newport beach, california 92663 6806 w. oceanfront newport beach, california 92663 62 balboa coves tel 949.637.5220 residence 92663 west elevation (side)3 established grade and overall height east/west section5 m a t e r i a l s a4.0a4.0a4.0a4.0 building sections 1/4"=1'-0" 0 1'4'8'2' north/south section2 copyright 2021 job #2033 25 january 2021 c 6806 w. oceanfront newport beach, california norton architect sean norton c l i e n t : newport beach, california 92663 6806 w. oceanfront newport beach, california 92663 62 balboa coves tel 949.637.5220 residence 92663 north/south section1 established grade and overall height JOB NO. SCALE: DRAWN: DATE: AL E G N INE ISSORPOFEN A R R N I I FLCAETFO CI LIV O E STE ER GI D T S RE A T C-45309SCOT R O S S W I LLIAM RE V I S I O N S 01-20-21 - RF M014 JOB NO. SCALE: DRAWN: DATE: AL E G N INE ISSORPOFEN A R R N I I FLCAETFO CI LIV O E STE ER GI D T S RE A T C-45309SCOT R O S S W I LLIAM RE V I S I O N S 01-20-21 - RF M014 HFX-24x HFX-21x HFX-18x HFX-15x HFX-12x HFX-9x 1-1/8-STD-BB-RA 1-1/8-STD-BB-RA 1-1/8-HS-BB-RA 1-1/8-STD-BB-RA 1-1/8-HS-BB-RA 1-1/8-STD-BB-RA 1-1/8-HS-BB-RA 1-1/8-STD-BB-RA 1-1/8-HS-BB-RA 1-1/8-STD-BB-RA 1-1/8-HS-BB-RA Rod Dia Rod Grade StirrupsAnchorage Panel Width 1 2,3 BB-RA le Shear Ties Model 4 5 6 79 (in) (in)a1 C a2C 12 9 15 18 21 24 1-1/8 STD HS STD HS STD HS STD HS STD HS STD 23 15 8 - # 4 14 - # 4 13 - # 4 18 - # 4 19-3/4 20-5/8 11 # 4 (min) @ 4" OC 16 - # 4 # 3 (min) 3-3/4" OC # 3 (min) @ 4" OC @ 15 - # 4 HFX-24x HFX-21x HFX-18x HFX-15x HFX-12x HFX-9x 1-1/8-STD-RA 1-1/8-STD-RA 1-1/8-HS-RA 1-1/8-STD-RA 1-1/8-HS-RA 1-1/8-STD-RA 1-1/8-HS-RA 1-1/8-STD-RA 1-1/8-HS-RA 1-1/8-STD-RA 1-1/8-HS-RA Rod Dia Rod Grade StirrupsAnchorage Panel Width 1 2,3 RA le Shear Ties Model 4 5 6 79 (in) (in)a1 C a2C 12 9 15 18 21 24 1-1/8 STD HS STD HS STD HS STD HS STD HS STD 8 - # 4 10 - # 4 19-3/4 20-5/8 # 4 (min) @ 4" OC # 3 (min) 3-3/4" OC # 3 (min) @ 4" OC @ 15 11 9 - # 4 11 - # 4 12 - # 4 1-1/8-STD-13-19 1-1/8-HS-20-30 1-1/8-STD-14-20 1-1/8-HS-20-30 Rod Dia Rod Grade AnchoragePanel1 2,3 UA Model 4 5 6a1 C a2C 78" - 10' 78" - 13' 14' - 20' 78" - 13' 14' - 20' 1-1/8 HS STD HS STD HS STD 20 HFX-12x 13 20 14HFX-15x, 18x HFX-15x, 18x Balloon HFX-21x, 24x HFX-21x, 24x Balloon 1-1/8-STD-14-20 1-1/8-HS-23-34 1-1/8-HS-20-30 HFX-9x 14 23 20 Height 30 19 30 20 20 34 30 1-1-2018 HFX1 DATE: AN C H O R A G E D E T A I L S - H F X P A N E L S REVISIONS DATE 1.DESIGNS ARE TO RESIST LOADING PER ACI 318-14, SECTION 17.2.3.4.3. 2.STD INDICATES ANCHORS COMPLYING WITH ASTM F1554 GRADE 36 WITH A HARDY FRAME BOLT BRACE (HFXBB) INSTALLED WITH DOUBLE NUTS ON THE EMBED END. 3.HS INDICATES ANCHORS COMPLYING WITH ASTM A193 GRADE B7 WITH A 1/2"X3"X3"(MIN) HFPW PLATE WASHER INSTALLED WITH DOUBLE NUTS ON THE EMBED END (HFXBB NOT REQUIRED). 4.LE = LENGTH OF EMBEDMENT FROM THE TOP OF FOOTING OR GRADE BEAM TO THE TOP OF THE HFXBB BOLT BRACE (TOP OF THE EMBEDDED HFPW PLATE WASHER @ HS ANCHORS) 5.CA1 = DISTANCE FROM HD CENTERLINE TO THE END OF THE FOOTING OR GRADE BEAM. 6.CA2 = DISTANCE FROM HD CENTERLINE TO BOTH THE FRONT AND THE BACK FACE OF THE FOOTING OR GRADE BEAM. 7.SHEAR TIES ARE GRADE 60 (MIN) REBAR AND REQUIRED FOR NEAR EDGE DISTANCE CONDITIONS PER ACI-318-14, F'C = 2,500 PSI. CURBS AND STEM WALLS MUST BE 6 INCH (MIN) WIDTH FOR UA AND RA, 12 INCH (MIN) WIDTH FOR BB-RA. 8.FOR UA APPLICATIONS, ADDITIONAL TIES MAY BE REQUIRED AT STEM WALLS. SHEAR TIES ARE NOT REQUIRED FOR INSTALLATION AWAY FROM EDGE (SEE DETAIL 1A), INSTALLATION ON WOOD FRAMING, OR FOR IRC BRACED WALL PANEL APPLICATIONS. 9.STIRRUPS ARE GRADE 60 (MIN) REBAR. SEE TABLE FOR SIZE AND 63$&,1*6((³67,5583/$<287´',$*5$06$1'³.(<´)25 LAYOUT PATTERNS. 10.CONCRETE EDGE DISTANCES MUST COMPLY WITH ACI 318-14, SECTION 17.7.1 BACK TO BACK REINFORCED ANCHORAGE NOMENCLATURE 1-1/8 - STD - BB - RA ROD GRADE "BACK TO BACK" INSTALLATION REINFORCED ANCHORAGE ROD DIAMETER REINFORCED ANCHORAGE NOMENCLATURE 1-1/8 - STD - RA ROD GRADE REINFORCED ANCHORAGE ROD DIAMETER UNREINFORCED ANCHORAGE NOMENCLATURE 1-1/8 - STD - 14 - 20 ROD GRADE EMBEDMENT DEPTH ( ) END & EDGE DISTANCE ( & ) ROD DIAMETER a1 le C a2 le & C 2-3/4" FOR PANEL ON CONCRETE A 18-3/4" 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-9x HFX-12x HFX-15x HFX-18x HFX-21x HFX-24x A HFX-18x HFX-9x HFX-21x HFX-24x HFX-18x HFX-9x HFX-12x HFX-15x HFX-21x HFX-24x KEY 4" Min. 2'-6"Ca1 Ca2 26" Min Ca2 Ca2 22" Min Ca2 Ca2 Ca2 Ca1 Ca1 Ca1Min. 2'-6" le + 1" 7 3 4" 1" RADIUS 7 3 4" 1" RADIUS %(1'%(1'2 12" (Min) Over-Lap LENGTH (1A/HFX1) RADIUS: # 3 = 3 14" Min # 4 = 4 14" Min 16" 13" Min 15" Max 9" Min 11" Max LENGTH (1A/HFX1) RADIUS: # 3 = 1 12" Min # 4 = 2" Min 2 12" (Min) Over-Lap LENGTH RADIUS: # 3 = 1 12" Min # 4 = 2" Min 2 12" (Min) Over-Lap B A B HFX-9x HFX-12x HFX-15x HFX-18x HFX-21x HFX-24x 7-1/2" 10-1/2" 12" 15" 18" 21" Length NOT REQUIRED WHENSHEAR TIES 79.5" - 8' TOP OF CONCRETE A = 2-1/2" o.c. B = 1-1/4" ea Side of HD KEY A = 3" o.c. B = 1-1/2" ea Side of HD A.#4 (Min) Longitudinal Rebar Top and Bottom by EOR B.le - 3" C.le per Table D.le + 7" E.CL = 10" Min, 12" Max F.2'-2" (Min) G.)URP7RSRI&RQFUHWH to CL of Shear Tie H.1" CL @ Upper Two Ties I.Shear Ties per Table J.2'-6" (Min) UNO by EOR K.Stirrups per Table L.Ca1 per Table 4" A B C F E A B C D F E D CURB @ OUTSIDE CORNER CONTINUOUS FOOTING CURB (12" MIN WIDTH) EXTERIOR SLAB INTERIOR SLAB CURB @ OUTSIDE CORNER CONTINUOUS FOOTING CURB (6" MIN) WIDTH EXTERIOR SLAB INTERIOR SLAB STEM WALL @ OUTSIDE CORNER CURB @ OUTSIDE CORNER CURB (6" MIN) WIDTH EXTERIOR SLAB INTERIOR SLAB B C D H G K I A L B C D G K I A L B C D D E C A.#4 (Min) Longitudinal Rebar Top and Bottom by EOR B.12" Min C.15" Min D.22" Min E.CL = 6" Min, 8" Max F.1'-10" (Min) G.)URP7RSRI&RQFUHWH to CL of Shear Tie H.1" CL @ Upper Two Ties I.Shear Ties per Table J.2'-6" Min UNO by EOR K.Stirrups per Table L.Ca1 per Table A.Shear Ties per UA Table B.10" Max or per Plans C.le per Table D.Ca2 per Table E.IURP7RSRI&RQFUHWH to CL of Shear Tie F.1" CL @ Upper Two Ties G.Shear Ties per RA Table when Top of Concrete is 8" above Top of Slab H.12" Min I.Ca1 per Table J J HF B7 A 1.ANCHORAGE IS DESIGNED FOR TENSION AND SHEAR TRANSFER ONLY, FOUNDATION DESIGN PER EOR. 2.REINFORCEMENT SHOWN IS THE MINIMUM REQUIREMENT AND IS NOT INTENDED TO REPLACE REINFORCEMENT DESIGNED BY THE EOR. 3.FOR RA AND BB-RA INSTALLATIONS, THE HFXBB BOLT BRACE MAY BE PLACED ON TOP OF THE STIRRUPS WITH DOUBLE-NUTS INSTALLED AT EMBED END OF STANDARD GRADE ANCHOR RODS. (NOTE: 12" x 3" x 3" MIN. HFPW PLATE WASHERS ARE REQUIRED TO BE DOUBLE-NUTTED AT EMBED END OF HIGH STRENGTH ANCHOR RODS.) 4.HIGH STRENGTH ALL-THREAD RODS PROVIDED BY HARDY FRAMES ARE STAMPED ON BOTH ENDS. WidthModelModel EDGE VIEW 2 - # 3 1 - # 3 (in) (in) (in) (in) (in) (in) (in) (in) (in) (in) (in) H G F H I I Edge DistanceEnd Distance 2-3/8" 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 7,8 HFX-12x HFX-15x 123 A B 1A 1B 2A 2B 3A 3B HFX ANCHOR CENTERLINES IMPORTANT NOTESUA SECTIONS & ELEVATIONS UA SHEAR TIESRA SHEAR TIES & STIRRUPS RA SECTIONS & ELEVATIONSBB-RA SECTIONS & ELEVATIONS BB-RA SHEAR TIES & STIRRUPS UNREINFORCED ANCHORAGE (UA)REINFORCED ANCHORAGE (RA)BACK TO BACK REINFORCED ANCHORAGE (BB-RA)TABLE NOTES IMPORTANT! REVISIONS DATE FR A M I N G D E T A I L S - H F X P A N E L S DATE: NOTE: ATTACHMENTS TO ADJACENT TRIMMERS MAY BE MADE AT PREPUNCHED SCREW HOLES OR WITH SELF TAPPING SCREWS (#12 AT EDGES, #10 AT FACE). SECTION B SECTION A OPTIONAL INSTALLATION WITH HARDY FRAME BASE EXTENSION (HFBX) FOR ADJACENT FRAMING HFBX #10 SELF-TAPPING SCREWS AT FACE OF PANEL. (BUGLE HEAD WITH SELF DRILLING TIP SHOWN) #12 SELF-TAPPING SCREWS AT EDGE OF PANEL. (BUGLE HEAD WITH SELF DRILLING WING TIP SHOWN) BUGLE HEAD WAFER HEAD FLAT TRUSS MODIFIED TRUSS HEX HEAD SELF DRILLING TIP SELF DRILLING WING TIP #10 SELF-TAPPING SCREWS AT FACE OF PANEL. (HEX HEAD WITH SELF DRILLING TIP SHOWN) NOTES: A.SURFACE FINISHES, CONNECTORS AND FIXTURES ARE ATTACHED TO THE PANEL FACE 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 12 GAUGE. 21" PANEL 24" PANEL 18" PANEL 9" PANEL 12" PANEL 15" PANEL 15" Width = 8 6 3-1/2 HFX-15,18,21 & 24x14 164-1/4 1-1/8 HFX-15,18,21 & 24x15 HFX-15,18,21 & 24x16 HFX-15,18,21 & 24x17 176-1/4 188-1/4 200-1/4 Top Screw Qty (ea) 18" Width = 10 21" Width = 12 24" Width = 14 1 Hold Down Diameter (in) HFX-15,18,21 & 24x18 HFX-15,18,21 & 24x19 HFX-15,18,21 & 24x20 212-1/4 224-1/4 236-1/4 Screw Qty Available at Edges (ea) 7 8 4 3-1/2 92-1/4 1-1/8 HFX-12,15,18,21 & 24x9 HFX-12,15,18,21 & 24x10 HFX-15,18,21 & 24x11 104-1/4 116-1/4 128-1/4 Model Number Net Height (in) Depth (in) 1 Hold Down Diameter (in) HFX-15,18,21 & 24x12 HFX-15,18,21 & 24x13 140-1/4 152-1/4 Screw Qty Available at Edges (ea) 5 6 HFX-12,15,18,21 & 24x78 78 HFX-9x79.5 79-1/2 Top Screw Qty (ea) Model Number Net Height (in) Depth (in) 2 3 2 3 PANCAKE FIXTURE AS NEEDED INSTALLATION INSTRUCTIONS 1.WHEN INSTALLING ON CONCRETE CONNECT WITH (1 EA) HARDENED ROUND WASHER BELOW (1 EA) GRADE 8 NUT, SECURE WITH A DEEP SOCKET (RECOMMENDED) UNTIL SNUG TIGHT. ALTERNATE WASHERS AND NUTS ARE PROVIDED IN TABLE NOTE 1. 2.INSTALLATION ON CONCRETE PROVIDES THE HIGHEST ALLOWABLE VALUES. CONFIRM WITH THE DESIGN PROFESSIONAL BEFORE INSTALLING ON OTHER SUPPORTING SURFACES. 3.USE 1/4"X4-1/2" MITEK PRO SERIES WS SCREWS AT TOP CONNECTIONS WITH A 2x FILLER. IF THE TOP OF PANEL IS IN DIRECT CONTACT WITH THE COLLECTOR ABOVE (TOP PLATES, HEADER, BEAM, ETC.) USE1/4 x 3" (MINIMUM) 4.FOR INSTALLATIONS WITH A FILLER GREATER THAN 1-1/2" ABOVE, OR WHEN SPECIFIED BY THE DESIGN PROFESSIONAL, ADJACENT KING POSTS TO BRACE 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 WITH HARDENED ROUND WASHERS BELOW GRADE 8 NUTS. ALTERNATE WASHERS ARE (2 EA) ROUND-FLAT OR (2 EA) SAE WASHERS ON EACH BOLT. 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 THE PANEL EDGES WHEN INSTALLING A FILLER ABOVE THE TOP CHANNEL THAT IS GREATER THAN 1-1/2" OR WHEN SPECIFIED BY THE DESIGN PROFESSIONAL. HFX-9x8 93-3/4 1.(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 THE BUILDING DESIGN PROFESSIONAL. 4.A 1" DIA. HOLE MAY BE ADDED IN THE PANEL FACE WHEN IT IS LOCATED IN THE UPPER HALF OF THE PANEL HEIGHT AND IS 4" MINIMUM FROM ANY EDGE. FOR PANELS MORE THAN 12" WIDE, ADDITIONAL HOLES MUST BE OFFSET 1" MINIMUM FROM THE 3" DIA. PREPUNCHED HOLE. FOR HOLES LARGER THAN 1" DIAMETER OR TO ADD MORE THAN ONE HOLE CONTACT MITEK HARDY FRAME TECHNICAL SUPPORT AT (800) 754-3030. 1 1. 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. 3 2 1.TRIMMERS PROVIDE FULL BEARING FOR HEADER ABOVE, DESIGN AND CONNECTIONS BY BUILDING DESIGN PROFESSIONAL. 2.6x HEADER. 3.WOOD MEMBERS FOR BACKING MAY BE INSERTED VERTICALLY OR HORIZONTALLY IN THE PANEL CAVITY AS NEEDED. 4.WOOD MEMBER FLUSH TO FACE OF WALL FOR BACKING AS NEEDED. 1 1 2 4 3 1 1.PLUS OR MINUS 1-1/2" GAP TO BE FILLED WITH 5,000 PSI NON-SHRINK GROUT (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. 1 2 2 1.15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDED BETWEEN PANEL BASE AND TREATED PLATE. 2.NUTS AND WASHERS PER TABLE NOTE 1. 2 1 1.15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDED BETWEEN PANEL BASE AND CONCRETE. 2.NUTS AND WASHERS PER TABLE NOTE 1. 3.ADJACENT FRAMING WITH 1/4" DIAMETER SCREWS INSTALLED AT THE PANEL EDGES WHEN INSTALLING A FILLER GREATER THAN 1-1/2" ABOVE OR WHEN SPECIFIED BY DESIGN PROFESSIONAL. 2 1 3 1.WOOD FILLER WITH USP MP4F CONNECTORS BOTH SIDES, QUANTITY BY BUILDING DESIGN PROFESSIONAL. 2.1/4" x 3" (MINIMUM) WS SCREWS, QUANTITY PER TABLES 3.ADJACENT FRAMING WITH 1/4" DIAMETER SCREWS INSTALLED THROUGH PRE-PUNCHED HOLES IN PANEL EDGES REQUIRED WHEN INSTALLING A FILLER GREATER THAN 1-1/2" ABOVE TO BRACE OUT-OF-PLANE HINGE OR WHEN SPECIFIED BY THE DESIGN PROFESSIONAL. 4.PRE-DRILL 3/16" DIA. HOLES, EVENLY SPACED IN FACE OF PANEL NO LESS THAN 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. 4 5 3 1 2 1.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 A 5 1 4 3 2 9" Width = 5 12" Width = 6 15" Width = 8 18" Width = 10 21" Width = 12 24" Width = 14 31 1.1/4" x 3" (MINIMUM) WS SCREWS, QUANTITY PER TABLES 2.1/4" x 4-1/2" (MINIMUM) WS SCREWS, QUANTITY PER TABLES 3.2x WOOD FILLER. 2 HFX-12,15,18,21 & 24x8 HFX2 1-1-2018 TM TM ALLOWABLE VALUES ON 2x PLATE ARE LESS THAN INSTALLATION ON CONCRETE ALLOWABLE VALUES ON N&W ARE LESS THAN INSTALLATION ON CONCRETE NOTE: TO PREVENT DRILLING ADDITIONAL HOLES ORIENT THE PANEL CAVITY TOWARD THE FIXTURE BEING INSTALLED. TRIMMERS PER DESIGN PROFESSIONAL OPTIONAL SOFFIT 3 1B 2 1A 4FILLER GREATER THAN 1-1/2 IN.6 3BACK TO BACK INSTALLATION 8 11 2 5 7 10 1 4 9 A B C D RAISED FLOOR HEAD-OUT INSTALLATION ON 2x PLATE STEEL BEAM ABOVE THRU-BOLT TOP PLATE CONNECTIONS INSTALLATION ON CONCRETE INSTALLATION ON NUTS & WASHERS 6x HEADER ABOVE-SECTIONS TOP CONNECTION TO HEADER INSTALLATION ON CURB HFX PANELS 78 IN. THROUGH NOMINAL 13 FEET BALLOON PANELS 14 FEET THROUGH 20 FEET 5a 5b B A 3 4 1.STEEL BEAM PER PLANS 2.ALL THREAD RODS THRU-BOLTED TO STEEL BEAM BY BUILDING DESIGN PROFESSIONAL. 3.NUTS AND WASHERS PER TABLE NOTE 1. 4. HARDY FRAME STACKING WASHERS (HFSW( REQUIRED TO BE WELDED INSIDE TOP CHANNEL OF LOWER PANEL. 5. HARDY FRAME "STK" PANEL WITH STACKING WASHERS WELDED INSIDE THE TOP CHANNEL BY MANUFACTURER. 1 2 5 RAKE WALL INSTALLATION