City of Glendale
Public Works Department, Engineering Division
633 East Broadway Room 205, Glendale, California 91206-4388 Tel. No. (818) 548-3945 Fax No. (818) 242-7087
NDES' Certification
As the project Owner/Developer, I certify that the following minimum requirements and/or Best Management Practices (BMPs) are effectively implemented at this(ese) construction site(s):
Sediments generated on the project site shall be retained using adequate treatment control or structural control;
Construction related materials, wastes, spills, or residues shall be retained at the project site to avoid discharge to streets, drainage facilities, receiving waters or adjacent properties by wind or runoff;
• Non-storm water runoff from equipment and vehicle washing and any other activity shall be contained at the project site; and
• Erosion from slopes and channels shall be controlled by implementing an effective combination of BMPs such as the limiting of grading during rain events, planting and maintenance of vegetation on slopes, and covering erosion susceptible slopes.
I am aware that these BMPs if applicable, must be installed, monitored, and maintained to ensure their effectiveness. The BMPs not selected for implementation is considered redundant or deemed not applicable to the proposed construction activities. 1239 N EVERETT ST
Construction Site Address:_
County Assessor Parcel Nos: 5647-022-022
Building/Grading Permit Nos. BCB2207948 & BCB2207949
applican Doveloper_ NAREG KHODADADI
Property Owner: ADANYAN
Contractor: 180
State Contractor License No.
Signed (Initial): Date: 4/14/23
NAREL KHODADAN
Title & Full name:
National Pollutants Discharge Elimination System (NPDES) is the engine of the Clean Water Act that protects the receiving waters. The City of Glendale as a Permittee to the NPDES Municipal Storm Water and Urban Runoff Discharges Permit issued by the Los Angeles Regional Water Quality Control Board implement a program to control runoff from construction activity at all construction sites less than one acre within its jurisdiction.
For details and design criteria of these BMPs, you may refer to the current edition of the California Stormwater BMP Construction Handbook.
Ilbrotherhood DATA Data Engineering Subdivision Land Development forms\grading permits and building permits nodes certification form revised 042814.doc
INTERIOR REMODEL & ADDITION
71/05/2022
• 2. FIRE SPRINKLERS: EXISTING - PROVIDE A COMPLETE AUTOMATIC
ADAMYAN RESIDENCE FIRE SPRINKLER SYSTEM THROUGHOUT THE STRUCTURE INSTALLED IN AUCURDANCE WIIH IHE RCCOMMENDAIIONS OF N-PA 13D AND
IME KEQUIKEMENIS Or IHE GLENDALE rIKe DEPARIMENT. FIRE
1239 N. EvERETT st., GLENDALE CA 91207
OPRINKLER PLANS SHALL BE SUBMITTED WITHIN 30 DAYS OF
ISSUANCE OF THE BUILDING PERMITI
SITE MAP SCOPE OF WORK PROJECT INFORMATION PROJECT FLOOR PLAN AREA & DATA FIRE DEPT. NOTES 213 n. orange st. ste: e glendale, ca 91203 818.823.7286 0. 888.424.8125 f. www.designNRK.com [email protected] REMODE & ADDITION OF 602 CO E7
LOT AREA 6.750 SO. FT
- ADDING A MASTER BEDROOM, MASTER BATHROOM, MASTER CLOSET, 1. ADDRESS NUMBERS: APPROVED ADDRESS NUMBERS, BUILDING EXTG SINGLE FAMILY RES 1,224 SQ. FT.
GLENDALE, CA 91207 NUMBERS OR APPROVED BUILDING IDENTIFICATION SHALL RE GLENDALE, CA 91207 NEW 2-CAR GARAGE 400 sQ. rI PLACED IN A POSITION THAT IS PI AIN! Y I EGIRI E AND VISIRI E ERAM NEW ADDITION TO RES 692 SQ. FI. THE STREET, ROAD, ALLEY, AND WALKWAYS GIVING ACCESS TO AND SOILS ENGINEER NEW COVERED PATIO 220 SQ. FT. WITHIN THE PROPERTY. THESE NUMBERS SHALL CONTRAST WITH • ALL EXTG WINDOWS AND DOORS TO BE REPLACED. 213 N. ORANGE ST. UNIT: E ABRAHAMIAN ENGINEERING EXT'G 2-CAR GARAGE TO BE DEMO 357 SQ. FT. THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC GLENDALE, CA 91203 NUMERALS OR ALPHABET LETTERS. NUMBERS SHALI - BE A MINIMUM SHEET INDEX TOTAL LIVING AREA 1,916 SQ. FT.
OFFICE: 018.023./200 OF FOUR (4) INCHES (102 MM) HIGH WITH A MINIMUM STF PAN. 000.424.0140 OF 0.5 INCH (12.7 MM) AND SHALL BE
ARCHITECTURAL SHEETS: MOBILE: 818.926.8568
INFOMDESIGNNRK.COM
MANNER (IF NUMBERS ARE ON THE EX HEIGHT AND
SHEET AND SITE PLAN [email protected] FLOUR ARCA RATIO TOTAL 98S I AD. 19680FT) 28% ENERGY CALCULATIONS MAX 30% - 2,025 SQ. FT. STROKE WIDTH SHALL BE INCREASED AS NEEDED FOR LEGIBILITY TEEN & SECURITY NOTES STRUCTURAL ENGINEER LOT AREA (6,750 SQ. FT.) BASED ON VISIBILITY DISTANCE.
SK DESIGN
SEVAG KURDIAN MLB CONSULTING &
2333 MIRA VISTA AVE. APT #26 2. SMOKE DETECTORS: SMOKE DETECTORS SHALL BE WIRED TO THE
ELECTRICAL PLAN LOT COVERAGE RATIO AL SYSTEM, BE EQUIPPED WITH BATTERY MOBILE: 8185129231 MAX. 40% - 2.700 SO. FT. EMIT A SIGNAL WHEN BATTERIES ARE LOW. SMOKE designNRK ROOF PLAN OFFICE: 818.521.6342
[email protected]
EXT'G ELEVATIONS
PROPOSED ELEVATIONS ONE ALARM WILL ACTIVATE ALL OTHER SMOKE DETECTORS.
PROPUSEU SECTIONS & DETAILS NOTES
MECHANICAL SHEETS: SHALL BE INSTALLED OUTSIDE residential + commercial A. SPARALE PERMITIS REQUIRED FOR THE FOLLWING: LANDSCAPED AREA TITLE 24 40% design
IIN. 40% - 2,700 SQ. FI INNIEDAIC VIVINIT OR INE BEDRUUM 2) AND ON EVERY LEVELOF A TITLE 24 1. RETAINING WALL OF BLOCK FENCE WALL
DELLING UNIT INCLUDING BASEMENIS. ALARMS SHALL BE
GRADING WORK TAREA 6,750 SQ. FI
CIOINCEAING ONCCIO. MARDWIKCU PRUM IME BUILDING POWER SUPPLY AND COUIPPED • OVVIVIVEN FOUL
GENERAI NOTES WIN BALICKY BACKUP. DEIEGIORS SHALL MEET U.L. 2034 AND /OR
4. A SEPARATE STRUCTURE
GENERAL NOTES & DETAILS NFFA IZU IANDARUS. 2019 CALIFORNIA RESIDENTAL CODE °. OnURING
GENERAL NOTES DETAILS CHAPIER 3 SEC. R315
o. DEMULITIUN LEGAL DESCRIPTION BELLEHURST PARK LOT 578
DETAILS
THE CUNIRACIOK SHALL VERIFY ALL DIMENSIONS. ELEVATIONS. ROOF FRAMING DETAILS YCAR BUILT
4. EGRESS: ALL REQUIRED EXITS ARE TO BE OPENABLE FROM THE GRADES, EXISTING STRUCTURES, AND FIELD CONDITIONS AT THE SITE, FOUNDATION PLAN ZONING R1 | INSIDE WITHOUT KEY OR SPECIAL KNOWLEDGE OR EFFORT.
CALIFORNIA BUILDING CODE
BrOke COMMENCING WORKI KOUF FRAMING PLAN 5647-022-022
HE SHALL IMMEDIATELY NOTIFY THE DESIGNER AND/OR OWNER. HFX1 ROOF FRAMING PLAN OCCUPANCY
APPLICATIONS FOR WHICH NO PERMITS ISSUED WITHIN KESIDENCE - RS
ROOF FRAMING PLAN
ROOF FRAMING PLAN ONE (1) YEAR FOLLOWING IRE DATE OF APPLICATION GARAGE -U TYPICAL DETAILS SHALL APPLY IN GENERAL CONSTRUCTION. WHERE NO SHALL AUTOMATICALLY EXPIRE. (R105.3.2 CRC CONSIRUCTION TYPE
DETAILS ARE GIVEN, THE CONSTRUCTION SHALL BE AS FOR SIMILAR
EVERY PERMIT ISSUED SHALL BECOMF INVAI ID LINI ECC
WORK. OMISSIONS AND/ OR CONFLICTS AMONG THE VARIOUS ELEMENTS ZONING NOTES rIKE oPRiNKLERs APPROVED OF THE DRAWINGS, NOTES, SPECIFICATIONS, EXISTING STRI WORK AUTHORIZED IS COMMENCED WITHIN 180 DAYS NUMBER OF STORIES OR IF THE WORK AUTHORIZED IS SUSPENDED OR DATE 6-9:33.
AND/ OR FIELD CONDITIONS, SHALL BE BROUGHT TO THE ATTENTION OF -NU VINICA APPRUVALO ARE GRANICD. ANY CONS IRUCTION OR LAND ABANDON FOR A PERIOD OF 180 DAYS. A SUCCESSFUL FIRE ZONE THE DESIGNER, BEFORE PROCEEDING WITH THE WORK SO INVOLVED. USE RADIURT I IME GMIS NOI APPROVED BY THIS PERMIT INSPECTION MUST BE OBTAINED WITHIN 180 DAYS. A CA CLIMATE ZONE -ANY NEW FENCES, GATES, OR WALLS FOR WHICH A BUILDING PERMIT IS
CONSTRUCTION WORK SHALL NOT CREATE DUST, DIRT, OR OTHER SUCH NOT REQUIRED SHALL REQUIRE ZONING/DESIGN REVIEW APPROVAL, CITY OF GLENDALE APPLICABLE CODES Water & Power, Electrical Services 2
NCONVENIENCES TO THE OTHER TENANTS PRIOR IO CONSIRUCTION. - HIS PLAN HAS BEEN GIVEN A HISTORIC PRESFRVATION EXTENSION FEE IS RECEIVED PRIOR TO EXPIRATION OF COMMISSION/DESIGN REVIEW BOARD EXEMPTION, NO FIELD CHANGES TO THE PERMIT AND GRANTED BY THE BUILDING OFFICIAL CALIFORNIA ENERGY CODE AS WELL AS THE 2020 GLENDALE BUILDING & CONSTRUCTION OPERATION SHALL NOT BLOCK WALKWAYS, OR OTHER SAFETY CODE. CBC SECTION 106.1.1
THE EXTERIOR WILL BE ALOWED NIECCA DI AN REVISION IS FIRST
VEANS OF EGRESS
APPROVED BY THE PLANNING DIVISION. ANY CHANGES WITHOUT PRIOR STRUCTURAL DESIGN AND DETAILS FULLY CONFORM TO ALL LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM APPROVAL ARE AT THE OWNER'S /BUILDERS RISK AND WILL BE CITY OF GLENDALE PLANNING NOTES _SITE PLAN KEYED NOTES
CORRECTED PRIOR TO OCCI PANCY
FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES IN ACCORDANCE WITH GMC 30.60.040.2 IF DEMOLITION OF THE EXISTING "NO VAK, BAY OK SYCAMORE IRCES ARE ON THE E CALIFORNIA BUILDING CODE, AS ALLOWED IN THE CRC, PROPERTY OR WITHIN 20 FEET OF THE PROPERTY' PROPERTY LINE
APPROVED
IRE DIAICENI ONALL ULCARL INDENTIT VININ FURTIONS CAIG REOIDENCE WALL LING IO REMAIN WATER ENGINEERING UP INC DIRUVURAL DEOGN CUNTURM TO IME COU UK IMAI RElAINING WALLO. POULS, SPAS. JACULLIS, FENCES.
EXT GARAGE TO BE DEMO
DATE: 7 APR 23 REQUIRE OEPARAIE PERMI.
OIRUUIURAL KEQUIKEMENIS OF IME CALIRUKNIA BUILDING EXT CONCRETE DRIVEWAY TO REMAIN TO, REQUIRES SETBACK ROOFTOP EQUIPMENT IS PROHIBITED IN THIS ZONE.
PARKING, AND HISTORIC PRESERVATION COMMISS LUDE. (R301.1.J UN) GLENDALE)
SION DESI REVIEW ENG LANUSCAPING TO REMAIN
DEPT. OF WATER & POWER
DIRECTION OF SHEET FLOW MIN 2%
135' OF GLENDA
EXT'G PARAPET TO REMAIN
EXTG FRONT STEPS TO REMAIN-4 RISERS 3 STEPS ADAMYAN RESIDENCE PROCESSED APR 1 3 2023 EXTG GARAGE TO BE DEMO
ENGINEERING DIVISION -12
NEW CONCRETE DRIVEWAY AREA TO MATCH EXIST
APR 1 4 2023
11 EXT'G PARAPET TO BEDEMO: GIONCE O
BUILDING & SAFETY COVER SHEET & SITE PLAN 1239 N. EVERETT ST., GLENDALE, CA 91207
EXIG SIDE WALK
12. EXTO CONCRETE WALKAY FOREMAN
PERMIT #BCB2207948 14. NEW PARAPET UN 1,4 2023
EXT'G ONE STORY 15. NEW CONCRETE STAIR
NEW ADDITION
692 SQ.FT. RESIDENCE repeace winerover, int. permade 16. NEW CONCRETE PATIO 1,224 SQ.FT.
N. EVERETT ST APR 1 3 2023 NEW GARAGE ROOF LING
1239 N. EVERETT 18. NEW 8"x8" POSTS TO BE PAINTED
91 EXT'G DOWNSPOUT TO REMAIN
NEW COVERED 20. NEW LOCATION OF A/C UNIT
PERMIT #BCB2207949 PATIO LOCATION OF EXT UTILITIES
220 SQ.FT.
NEW eNG ROOF DRAIN
2-CAR EXT'G 18 19 420.00.Р.Г.
EXIG POWER POLE
GARAGE Z-CAR X
GARAGE 19 42]
EXIGRESIDENCE
12410*
} EXT'G CONC. DRIVEWAY 04/2022
EXT'GLANDSCAPING DATE:
DRAWN BY:
(vil Engineer EXT'G GARAGE TO BE DEMO
135'
KUE 410/2 JOB NO.
NEW HOUSE ADDITION
SHEET NO.
SITE PLAN & ROOF PLAN NEW 2-CAR GARAGE
SCALE: 1/8" = 1'-0" A0.1
GREEN NOTES
CITY OF ELECTRIC SERV HAS TEMP
RESIDENTIAL MANDATORY MEASURES
213 n. orange st. ste: e glendale, ca 91203 818.823.7286 O. 888.424 8125 f. www.designNRK.com [email protected] Fundable fee will apply
N CONTR/ARCH
AIC: 200A = 1000
NOTES CUSTOMER SHALL CALL (818)548-2122
retions: 10" Min.
SHAVE DUE U SAIS TING TOV METER,
designNRK
esidential + commercial design
BYEVERGIT
A 6.8.23
NAREG KHODADADI ROWP USE ONLY]
- 213N. ORANGEST.STELE
BUILDING E APPROVED
ADAMYAN RESIDENCE
SECURITY NOTES:
GREEN NOTES & SECURITY NOTES 1239 N. EVERETT ST., GLENDALE, CA 91207 633 EAST BRO as 1 through 7 above, provide
2225
us algato, done, or at and eared one rally an nature it at aiden (10) 03/2020
DRAWN BY: NRK.
woman aces the sundo of any shang re reson.
22502 JOB NO 21016
11. Gorage Bal or Tore: Datin
Show the method of securing metal or wood overhead of siding door: SHEET NO.
For multiple family dwellings, show imm Idagram on plans as specied in General Notes 2010170-poge 10r1 A0.2
213 n. orange st. ste: e 818.823.7286 o. 888.424.8125 f. www.desianNRK.com [email protected] DEMO CALCULATIONS :
EXTG EXTERIOR WALL AREA:
162 (LINEAR FT.) @ 10-0" AVERAGE WALL HEIGHT: 1,620 SQ. FT.
EXTERIOR WALLS TO BE REMOVED 26-0*: 260 SO. FT.
EXT'G WEST FACADE
ROOF AREA (NO ROOF AREA TO BE REMOVED) 1,620 SQ. FT.
1,620 SQ. FT.
TAL EXTG EXTERIOR WAL
60 SQ. FT WALI 260 SQ. FT.
TOTAL AREA TO BE REMOVED designNRK
260 SQ. FT (WALL) + 0 SQ. FT. (ROOF (16%) TOTAL
EXT ROOF AREA TO BE REMOVED esidential + commercial design
FYTG EXTFRIOR WAIIS TO RE REMOVED
EXT'G NORTH FACADE
DINING ROOM
3-0°
LAUN.
LIVING ROOM
KITCHEN
EXT'G EAST FACADE / FRONT DOOR NOOK
APR 1 3 2023 Cryc: Glancele
T45--
BUILDING & CAFETY
20 25 Congre APPROVED
5 14 7173 ADAMYAN RESIDENCE
¡Moter 1239 N. EVERETT ST. GLENDALE, CA 91207
APR 1 3 2323
EXT'G FLOOR PLAN
EXISTING / DEMO FLOOR PLAN
EXT'G SOUTH FACADE
DATE: 04/2022
DRAWN BY: NRK
JOB NO. 22007
SHEET NO.
EXT'G GARAGE TO BE EXT'G WINDOW TO BE REPLACED EXT'G WINDOW TO BE REPLACED A2.0
DEMO EXT'G WINDOW TO BE REPLACED EXT'G WINDOWS TO BE REPLACED 11/03/2022
WINDOW SCHEDULE WALL / SYMBOL LEGEND
EXI G WALL - C X WD. STUD 160.C.
EXTG NEW SIL WINDOW W/IN 18* STUD 16" .C.
EEP EXISTIN
MARK FRAME TYPE BEDROOM COLOR OF 000OR400 U-FACTOR SHGC FACTOR NOTE EXT'G WALL TO BE REMOVED
WIDT HEIGHT WIDTH HEIGHT DUAL
EXHAUST FAN CAPABLE OF PROVIDING 5 818.823.7286 o. 888 424 8125 f. 3-0° 5-0° SINGLE HUNG NAIL ON BROWI glendale, ca 91203
SO CEM FOR BATHROOM AND 100 CM FOR www.designNRK.com [email protected] SLIDER NAIL ON BROWN WOOD KITCHEN TO OUTSIDE 213 n. orange st. ste: e
NAIL ON BROWN YES WOOD
BROWN
WOOD CASEMEN! BLOCK FRAME BROWN WOUL
WOOD SINGLE HUNG BLOCK FRAME BROWN WOOD
BLOCK FRAME CASEMENT, MIDDLE FIXED, CASEMENT, & FIXED ARCHED TRANSOM CARBON MONOXIDE DETECTOR BROWI YES FIXED, OBL CASEMENT, DEL CASEMENT, FIXED - SEE A2 FOR ENLARGED WINDOW WI DIMENSIONS CASEMENT CASEMENT BLOCK FRAME BROWN WOOD FIXED, DBL CASEMENT - SEE A2.0 FOR ENLARGED WINDOW W/ DIMENSIONS WOOD BROWN INSTALLED IN ACCORDANCE WITH NFPA 72.
CASEMENT BLOCK FRAMP
BLOCK FRAME No BROWN WOOD
CEILING HEIGHIS
BLOCK FRAME
WINDOW NOTE: DOOR FLASHING WATER CLOSET CLEARANCE
DOOR SCHEDULE EXTERIOR GLAZING SHALL BE MULTI-PANE UNITS WITH A MINIMUM OF ONE NOTE:
ALL DOORS & WINDOWS SHALL MEET CITY OF GLENDALES SECURITY \ APPROVED E ATTIC ACCESS designNRK
MARK GLAZE THE NFRC TEMPORARY LABEL DISPLAYED ON WINDOWS MUST REMAIN
ON THE UNIT UNTIL THE FINAL INSPECTION HAS BEEN COMPLETED NEW WATER FIXTURE NOTES
EXTFRIOR SLIDING DOORC
INTERIOR DOORC
MORE THAN 44" MAXIMUM ABOVE THE FINISH FLOOR. residential + CLOSET DOOR/GARAGE DOOR PROVIDE 32 WIDE DOORS TO ALL INTERIOR ACCESSIBLE ROOMS. (63041) FIXTURE (SENATE BILL 407) commercia design
BEDROOM AND HALLWAY CLOSET DOORS NON-COMPLIANT PLUMBING FIXTURES ARE DEFINED AS
NEW WINDOWS TO HAVE EXTERNAL GRID - INTERNAL GRID NOT ALLOWER 10-01 AL ANY TOLET MANUFACTURED TO USE MORE THAN 128 GALLONS PER 1 3/8 GARAGE ENTRY DOOR"
B) ANY URINAL MANUFACTURED TO USE MORE THAN 1.0 GALLONS PER - GROUND
ER HEAD MANUFACTURED TO FLOW MORE THAN 2.0
TYPICAL DOOR D: ANY INTERIOR FAUCET MANUFACTURED TO FLOW MORE THAN 1.8 GALLONS / MIN.
NEW ADDITION (692 SQ.FT.) 23:11° 33:90
E) ANY LAVATORY FAUCETS ARE TO FLOW MORE THAN 1.5 GALLONS / MIN 13-95 10-21
CLO.
TITLE-24 ENERGY REQUIREMENTS
GARAGES. LAUNDRY OR UTILITY ROOMS MUST HAVE FLUORESCENT OR 10] 12
- 2] HIGH EFFICACY LIGHIING, AND CONTKULLED BY AN OCCUPANI SENSUR MASTER
L 24X301 MASTER WALK-IN- 24530) BEDROOMS, LIVING ROOMS, FAMILY ROOMS, AND OTHER ROOMS USED BATHROOM BATHROOM #2 FOR LIVING AND SI FEDING MIST HAVE FI HORECCENT OR HICIN EFFICACY WOOD NAIl ON 1410 13-6 13-0°
LIGHTING. OR AN OCCUPANT SENSOR OR DIMMERS MAY BE INSTALLED
WINDOW FRAME
BEDROOM #2 -2 ENT OR HIGH EFFICACY, OR AN
STUCCO _
PLYWOOD BEDROOM #3
A MINIMUM OF 50% OF THE LUMINARIES IN A KITCHEN MUST BE
FLOOR PLAN KEYNOTES
(S.B.O.) SELECTED BY OWNER OR CONTRACTOR
NEW WALLS
- 5/8" DRYWALI FXTG WAHS TO REMAIN
11-11*
ADAMYAN RESIDENCE
NEW REFRIGERA/OR (S.B.O.)
WINDOW DETAIL - 2 NEW RANGE (S.B.O.)
NEW RASE AND HIPPER CARINETS
SCALE: NTS
NEW TOIFT SRO.)
1239 N. EVERETT ST. GLENDALE, CA 91207
NEW SINK (S.B.O.)
-12 412 PROPOSED FLOOR PLAN
NEW BAIHILE IOCELING
CATEGORY II (TEMPERED GLASS) SHOWER
FINE TEXTURED DOOR & ENCL. FRAMELESS & SLIDER
LIVING ROOM
12-10° M 14-7 2. 121 EXTG WALLS TO BE REMOVED
STOP STUCCO 12-31
JI DINING RM NEW WASHER DRYER (S.B.O.
1-11°
CYT'C FIRED ACE TO REMAIN
NEW NAIL-ON COVERED NEW VENT FOR LAUNDRY. MIN. 4"
PATIO n 12
EXT'G STEPS TO REMAIN (4 RISERS
NEW STAIRS AND PATIO
-2% 18. NEW 8*X8* POSTS TO BE PAINTED
EXISTING IRON RAILING TO REMAIN
NOTE:
PEPT 1-1/2" X4" RED THE SLOPE AT ALL EXTERIOR LANDINGS SHALL NOT MATCH EXT EXCEED 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL 8'-10" (2 PERCENT) CRC R311.3
RAISED THRESHOLDS AND FLOOR LEVELS CHANGES DATE: 04/2022 Aner
APPROVED DRAWN BY: NRK
APR 1 3 2023 PROPOSED FLOOR PLAN VERTICAL IN TWO UNITS HORIZONTAL (50 PERCENT JOB NO. 22007 WINDOW DETAIL - 1 APR 1 3 2023 SHEET NO.
Anne G.M.C SCALE: 1/4"= 1'-0"
SCALE: NTS
A2.1
VALLI OMBUL LEGGNU
11/03/2022
NEW VALI
NEW 1-HR FIRE RATED WALL
ELEVATION KEYED NOTES
EXT'G GRADE
NEW ROOF - CLASS 'A' SPANISH TILE
NEW 7/8" STUCCO TO MATCH RESIDENCE 213 n. orange st. ste: e glendale, ca 91203 818.823.7286 0. 888 494 8125 f. www.designNRK.com [email protected]
NEW DOUR SEE SCHEDULE
NEW WINDOW (SEE CCHENI I E
NEW OUTDOOR LIGHTS
GARAGE NOTE
NOTE
4 ฿ [5]
designNRK
Y TOP PLATE! esidential * commercial design
21:49
PROPERTY LINE -
PROPOSED GARAGE FLOOR PLAN EAST ELEVATION NORTH ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4"= 1-0" SCALE: 1/4" = 1'-0"
CROSS SECTION KEY NOTES
EXTiG GRADE
NEW CONC. FOUNDATION
NEW TIN WAL
EXTERIOR
NEW 7/8° STUCCO TO MATCH RESIDENCE NAIL-ON WINDOW -
NEW 2°X CEILING JOISTS STUCCO SILL
NEW GARAGE DOOR
ADAMYAN RESIDENCE
NEW DRVNALI FINICH
PYWD. SHEA PROPOSED GARAGE FLOOR PLAN
trAnsline
WINDOW DETAIL - 2 1239 N. EVERETT ST. GLENDALE, CA 91207 NEW 2-CAR INTERIOR SCALE: NTS
ADD 10220
GARAGE
EXTERIOR
- ONSE GIPSIM BORRO BY_ I SAFETY
APPROVED
NIEW INCIT A TINA
du unster
SECTION A-A APR 1 3 2023
1-HR FIRE WALL NTS
SCALE: 1/4"= 1'-0"
DATE: 04/2022
DRAWN BY:
JOB NO. 22007
SHEET NO.
WINDOW DETAIL - 3
CAAIE. NTC A2.2
CALIFORNIA MECHANICAL CODE LIGHTING NOTES
EACH BATHROOM SHALL BE MECHANICALLY VENTILATED AND SHALL COMPLY WITH - 100% OF THE LUMINARIES IN A KITCHEN MUST R HICH FEEICACY - IN BATHROOMS. GARAGES. LAUNDRY ROOMS. AND UTILITY ROOMS ATI FAST ONE
1. EXHAUST FANS SHALL BE SWITCHED SEPARATELY FROM THE LIGHTING LUMINARIES IN CACH Ur IHESE SPACES SHALL BE CONTROLLED BY A VACANCY SYSTEMS. SECTION 150.0(K)(2)(B)
SHOW ON PLANS THE EXHAUST HOOD AND VENT ABOVE
CIFY ON PLANS: 50 CFM FOR BATHROOM AND
LAUNDRY ROOM; 100 CFM FOR KITCHEN. 888.424.8125 f.
- EXTERIOR LIGHTING MUST BE HIGH EFFICACY. A PHOTOCELL AND MOTION SENSOR 818.823.7286 0
4. CONDENSATE LINES FROM MECHANICAL EQUIPMENT SHALL DISCHARGE TO Al glendale, ca 91203 MAT DE INO IALLEU 213 n. orange st. ste: e www.designNRK.com [email protected] UNDENSATE LINES SMALL NOI TERMINATE IN LANDSUATE OR TARD AREAS.
HILC-24 ACOIDENTIAL LIGHTING O ANDARDS
5. WHEN A DOMESTIC CLOTHES DRYER IS LOCATED IN A CLOSET, A MINIMUM OPENING OF 100 SQ. IN. FOR MAKEUP AIR SHALL BE PROVIDED IN THE DOOR. (504.4.1
AL AND A MINIMUM OF
ROOM
OPTIONS
KITCHEN 100%
UNDER-CABINET LIGHTING SHALL BE SWITCHED
CABINET LIGHTINC
SEPARATELY FROM OTHER LIGHTING
ILDING AND SHALL BE
LAUNDRY ROOMS
8. ENVIRONMENTAL AIR DUCT EXHAUST SHALL TERMINATE NOT LESS THAN 3 UTILITY ROOMS /ACANCY SENSOR ' FEET FROM PROPERTY LINE, 10 FEET FROM A FORCED AIR INLET, AND 3 FEET FROM CLUSE/S >70 Sr
-EXHAUST DUCT SHALL NOT
ALL OTHER ROOMS i 100% designNRK
9. EXHAUST OPENINGS TERMINATING TO THE OUTDOORS SHALL BE COVERED
CONTROLLED BY MANUAL ONVOFF SWITCH AND
EYTERIOR'
OPENING AND SHALL HAVE NOT MORE THAN ½ INCH OF AN OPENINGS. CMC 502.11 DONTROL ATRAIN ME CLOCK REC residential + commercial design
ELECTRICAL LEGEND
DECORATIVE LICHT
WALL MOUNTED LIGHT
RECESSED CEILING LICHT WI DIMMER
GROUND-FAULT CIRCUIT INTERRUPTER
OW.P. WATER PROOF DUPLEX OUTLET
SINGLE POST SWITCH
SWITCH W/ DIMMER
EXHAUST FAN (MIN. 50 CFM)
CARRON MONOYINE DETECTOR
• o
SMOKE DETECTOR
RECEPTACLES IN KITCHENS, FAMILY ROOMS,
DINING DOOM MACETO UAL MAVO
LAUNDRY AND SIMILAR ROOMS OR AREAS
CHAII RE DOOTERTEN RV AIICTER
ARC-FAULT CIRCUIT INTERRUPTER (AFCI).
Olya: Cienico
Dira & CAFETY CARNA SECTRICA CONCO
APPROVED ALL GROUNDING ELECTRODES AS DESCRIBED IN CEC 250. 52 (A) ADAMYAN RESIDENCE (1) THROUGH (A) (7) THAT ARE PRESENT AT EACH BUILDING OR Juil 14 2023 RUCTURE SERVED SHALL BE BONDED TOGETHER TO FORM HE GROUNDING ELECTRODE SYSTEM. IF MULTIPLE RODS, PIPI
REQUREMENTS OF CEC 250.53(A) (3) THEY SHALL NOT BE LES
THAN 6 FEET APART. PROPOSED ELECTRICAL PLAN 1239 N. EVERETT ST. GLENDALE, CA 91207
CALIFORNIA ENERGY CODES
NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)
SSI 7A-COMPI IANT DIMMER LINI ECS THEY ARE CONTROLI EN RV A VACANCY SENSOR OR AN OCCUPANCY SENSOR.
CITY OF GLENDALE
JESIGN REVIEW ROADI
APR 1 3 2023
C 76761
ELECTRICAL PLAN
SCALE: 1/4" = 1-0"
DATE: 04/2022
Pote
DRAWN BY: NRK
APP 132023 JOB NO. 22007
SHEET NO.
A2.3
ROOF PLAN KEYED NOTES
-STUCCO WAI! (S.B.O. SELECIED BY OWNER
STUCCO WALL-
NEW CLASS'A" HOT MOP ASPHALT ROOFING
818 823 7286 .. 888.424.8125 f.
PLYWOOD SUBSTRATE CERIAINICED ICC ESR 1388 "FLINTLASTIC" glendale, ca 91203 213 n. orange st. ste: e www.desianNRK.com [email protected]
MODIFIED BITUMEN ROLLED ROOF OR APPROVED
PAPER & METAL LATH - WATERPROOFING AGENT
COUAL (o.B.0.)
EXT'G PARAPET WALL TO BE DEMOLISHED
NEW CLASS A TORCH EXT'G PARAPET WALL TO REMAIN
ZURN 4" COMBO ROOF DRAIN WIZ OVERFLOW
ME LAL SCUPPER (SIZE IO BE DE ERMINED)
2% MIN. SLOPE
DRAINAGE SWALE LINE
NFW 24" HIGH PARAPET WALl
METAL/
SCUPPER EXT'G ASPHALT ROOFING TO REMAIN
NEW CLASS 'A' CLAY TILES - REDLAND CLAY TILE
DETAIL DRAIN -1
BAJA MISSION (COLOR TO BE S.B.0.)
940 LBS. PER SO. APPROX
(CC# ESK-4395. CRRC# 0972-0002
designNRK
WALL / SYMBOL LEGEND: residential + commercial
NEW CLASSI
NEW PARAPET. SEE DETAIL design
CLAY TILE
ELECTRICAL METER LOCATION
STUCCO WAl ACTICO WAI
DI MASAAA NIRATAATI
SCREEC
WATERDOOMEING AGENT
- CAP SHEET RUNS UP & UNVENTED ATTIC ASSEMBLIES
AND ENCLOSED RAFTER SPACES
SHALL COMPLY WITH CRC R806.5
=t
"SOLAR READY"
DETAIL @ PARAPET WALL -2
SCALE: NTS
NOTE:
PARAPETS SHALL BE PROPERLY COPED WITH
VONCOMBUSTIBLE, WEATHERPROOF MATERIALS OF
A WIDTH NOT LESS THAN THE THICKNESS OF THE
SLOPE
(E)
Cryet Ciendab ADAMYAN RESIDENCE
BULOING & SAFETY
PROVED
1 14777 PROPOSED ROOF PLAN 1239 N. EVERETT ST. GLENDALE, CA 91207
PROPOSED ROOF PLAN
SCALE: 1/4" = 1'-0"
CITY OF GLENDALE
DESIGN REVIEW BOARD
APR 1 3 2023
C 76761
STATE OF CALFORE
DATE: 04/2022
DRAWN BY: NRK
JOB NO. 22007
SHEET NO.
A2.4
ELEVATION KEYED NOTES 11/03/2022
11'8"
EXTG GRADE
EXTG ROOF-CLASS A' SPANISH TILE TO REMA
EXT'G STUCCO TO REMAIN
EXT DOOR TO BE REPLACED BY NEW
EXT'G WINDOW TO BE REPLACED BY NEW 818.823.7286 o. 008 494 8125 f EXT'G FIREPLACE TO REMAIN 4-6" 4:10-17 213 n. orange st. ste: e glendale, ca 91203 [email protected] EXIG SIErS/ LANDING IO REMAIN
EXT'G WALL TO REMAIN
EXT'G CONCRETE STAIRS/ LANDING
TO BE REMOVED
EXT'G WINDOW / DOOR TO BE REMOVED
EXT'G WALL TO BE REMOVED
EXT'G VENT TO REMAIN WINDOW - I WINDOW - H WINDOW - G
CAIG ACCESS VENI IO REMAIN
EXIG DOWNSPOUT IU REMAIN WINDOW ELEVATIONS
designNRK
residential + commercial design
| 13 12 Б 2 12 5[8
¿ TOP PLATE_ J TOP PLATE
-TOPOFFF. -TOPOFFF.
EAST (FRONT) ELEVATION
SOUTH (SIDE) ELEVATION EXT'G TO REMAIN
SCALE: 1/4"= 1'-0" SCALE : 1/4" ‡ 1'-0",
ADAMYAN RESIDENCE
[5 12 2 | [2 119] 10] 10 | 110) 1239 N. EVERETT ST. GLENDALE, CA 91027
EXT'G ELEVATIONS
J TOP PLATE y TOP PLATE
-TOP OFFF. -TOP OFFF.
DATE: 04/2022
ESIGN REVIEW BOAR DRAWN BY:
JOB NO. 22007
APR 1 3 2023 APR 13 2023
SHEET NO.
NORTH (SIDE) ELEVATION A he G.M.C. WEST (REAR) ELEVATION A3.0
SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"
71/03/2022
112 5 14
YT.O. ROOF
213 n. orange st. ste: e glendale, ca 91203 818822 7286 0 888.424.8125 f. www.desianNRK.com [email protected] JT.O. PLATE
%
T.O. FINISH FLOOR TOP OF FE
1.O. FINISH GRADE
designNRK
EAST (FRONT) ELEVATION
EXT'G TO REMAIN PROPOSED WEST (REAR) ELEVATION residential + commercial SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" design
ELEVATION KEYED NOTES
10 114 5] 13] 12) 15] 12[ 5]
EXT'G GRADE
EXTG ROOF - CLASS 'A' SPANISH TILE
EXT STUCCO TO REMAIN
NEW DOOR (SEE SCHEDULE)
NEW WINDOW (SEE SCHEDULE)
EXT'G FIREPI ACE TO REMAIN
EXTG STEPS / LANDING TO REMAIN
NT.O. PLATE
NEW STUCCO FOR ADDITION TO MATCH EXT'G-
SWISS COFFEE COLOR. SMOOTH FINISH
NEW CONCRETE STAIRS / PATIO
10. NEW 8* x 8" WOOD POSTS TO BE PAINTED SWISS COFFEE
IFW ROOF TO MATCH FYT'G - CLAS
• SPANISH TIL
EXT'G VENTS TO REMAIN
13. EXTG UNDER FLOOR ACCESS VENT TO REMAIN
NEW VENT
EXT'G DOWNSPOUT TO REMAIN
TO ENISH GRADE
PROPOSED SOUTH (SIDE) ELEVATION
SCALE: 1/4"= 1'-0" DEEN REVEN BOLED
ADAMYAN RESIDENCE
APR 1 3 2023 Chysi Ciendale
BUILDING & CAFETY APPROVED
512 Б12G 5 12 3 5 512 14 14 910 11
PROPOSED ELEVATIONS 1239 N. EVERETT ST. GLENDALE, CA 91027 JT.O. PLATE
APR 1 7 2023
Any one adr
TO. FINISH FLOO
( 76761
TO HISH GRADE
DATE: 04/2022
DRAWN BY: NRK
JOB NO. 22007
PROPOSED NORTH (SIDE) ELEVATION SHEET NO.
SCALE: 1/4" = 1'-0" A3.1
CROSS SECTION KEY NOTES
EXT'G GRADE
eXIG CONG. FOUNDATION
NEW CONG. FOUNDATION
NEW SIUD WALL
-19 119l
FYTG WAIL TO RE REMOVED
-23 EXT'G FLOOR JOISTS TO REMAIN
PWDR BEDROOM #3 glendale, ca 91203 818.823.7286 o. 888.424.8125 f.
NEW FLOOR JOISTS
213 n. orange st. ste: e www.designNRK.com
NEW WINDOW (SEE SCHEDULE
NEW 2* × CEILING JOISTS
1126) EXT'G 2"x CEILING JOISTS TO REMAIN
EX PARAPEI IO REMAIN
7/8" STUCCO PLASTER - -TO FINISH GRAT NEW PARAPET
42] 12 NEW 7/8" STUCCO TO MATCH EXTG
PLYWOOD SUBS RATE
EXT'G STUCCO TO REMAN
• GRADE D BUILDING
PAPER & METALLATH SECTION A-A NEW CONCRETE STAIRS
PLYWOOD SUBSTRATE NEW 8'x8' POSTS TO BE PAINTED
& APPLIED WATER.
— FINISH FLOOR SCALE: 1/4" = 1'-0"
PROOFING AGENT NEW DOOR (SEE SCHEDULE
(S.B.O.) EXT'G WALL TO REMAIN
EXT PARAPET TO BE DEMO
NEW R.19 FI OOR INSHII ATION
NEW R-OINT WALL INSULATION designNRK
NEW K-15 CX/ WALL INSULATION
NEW R.30 ROOF INCHIL ATION
MIN. 2" ABOVE PAVED HO PLATE.
MIN. 4" ABOVE GRADE esidentia + commercia
(VERrY DIRECTION NEW WEEP SCREED
-22 4° ABV. EARTH OR 2' ABV. PAVED AREA design
MC TAL WEEr -125 TWO LAYERS OF GRADE D OR 60
HALLWAY LAUNDRY NEWIKITCHEN MINUTES GRADE D PAPER SHALL BE 14- APPLIED OVER ALL WOOD-BASED
ONCAIMING URU K/US.Z
- NEW FOOTING 123h A MINIMUM OF ONE LAYERS OF NO.15
PER STRUCTURAL T.O. FINISHFLPOR
126 FOR TYPE I FELT SHALL BE APPLIED
TO. FINISH GRADE OVER STUDS OR SHEATHING OF ALL
EXTERIOR STUDS, CRC R703.2 SPECIFY
WEEP SCREED DETAIL - 1 SECTION B-B
SCALE: NTS SCALE: 1/4" = 1'-0"
SLIDER - NAIL ON FIXED - BLOCK CASEMENT - BLOCK SINGLE HUNG - BLOCK
WOOD NAIL-ON-
WINDOW FRAME BLOCK FRAME WINDOW. BLOCK FRAME WINDOW BLOCK FRAME WINDOW STUCCO - - 1" WOOD SIDING TRIM
STUCCO- - 1" WOOD SIDING TRIM
STUCCO - - 1" WOOD SIDING TRIM
PLYWOOD PI YWOOD
PLYWOOD -
- 5/8" DRYWALL - 5/8" DRYWALL - 5/8" DRYWALL 5/8" DRYWALL - 5/8" DRYWALL
ADAMYAN RESIDENCE
WINDOW DETAIL - 8 WINDOW DETAIL - 7 WINDOW DETAIL - 6 WINDOW DETAIL - 5 SCALE: NTS SCALE: NTS
SCALE • NTS SCALE: NTS PROPOSED SECTIONS & DETAILS
APPROVED 1239 N. EVERETT ST. GLENDALE, CA 91027
DETO GLENDARD IN 142023
FINE TEXTURED 58" DRYWALI
APR 1 3 2023 TO MATHEKTO
PLYWOOD -
- WOOD STUCCO TOMAT HEXTO - 9" WOOD SIDING TRIM
PLYWOOD
Copati 5/8" DRYWALL
TO MATHEXCO - BLOCK FRAME WINDOW
ENVIE ON 1" WOOD SIDING TRIM- 1" WOOD SIDING TRIM -
BLOCK FRAME WINDOW BLOCK FRAME WINDOW
See Unite
APR 1 3 2023
1-12 X4" RED c 76761
BLOCK FRAME WINDOW
MATCH EXTG
1-1/2" REDWOOD SILL 1-12° REDWOINTED:
DATE: 04/2022
FOR WAL 5/8" DRYWALL DRAWN BY: NRK
PLYWOOD _ 5/8" DRYWALL
PI YWOOD PLYWOOD.
JOB NO. 22007
SHEET NO.
WINDOW DETAIL - 1 WINDOW DETAIL - 2 WINDOW DETAIL - 3 WINDOW DETAIL - 4 A4.1 SCALE: NTS SCALE: NTS SCALE : NTS
SCALE: NTS
REVISIONS
CF1R-PRF-01E CERTIFICATE OF COMPLANCE A
Calculation Date/Time: 2022-05-24718:49:38-07:00 Project Name: Residential Building Calculation Date/Time: 2022-05-24T18:49:38-07:00 (Page 3 of 9) caiculation Description. Hide 44 Allalys!: input File Name: 2455-1259 tVEKE/S KEtI.M0019 Calculation Description: Title 24 Analysi onstructio Azimuth Orientation Tie (deg) Wall Exception ve the tot Project Location 1239 N EVERETT STREET
glendale, ca 91203 818.823.7286 0. 888.424.8125 f.
nergyPro 83 Left Wall. www.designNRK.com
1113801 213 n. orange st. ste: e
Right Wall 2 R-15 Wai
$ Floor Area n/a
CaiCE CalCERTS, Inc. alc ER inc
Nat Ent 5
onditioned Floor Area (ft') umber or eline Mumber of Bedoms Mumber lizones Instructic rientatio Constructe
Zone Type HVAC System Mama on or ra 7) Are Calling aight Water Mating syptem I Existing designNRK
EXISTING AC UNITI
esidential + commercial
Registration Number: Registration Date/T 2022-05-24 22:00:4 HERS Provider Registration Number: HERS Provide Registration Number: HERS Provider: design 22-P010103158A-000-000-0000000-000 22-010100194-000-0-0000-000 esto Date 70720521200140 Report Generate: 20205-2 ARE We Paper ented 2020524 26453051) CaCERTS in Seen rio 0 220002 CA Buiding Energy Efficiency Standards - 2019 Residential Compliana seen erio: 0e2 20200001 A Building Energy Efficiency Standards - 2019 Residential Complia Seher Version: Fev 20200902 Report Generated: 2022-05-24 18:49:58 CFIR-PRF-01E CERTIFICATE OF COMPLIANCE
Calculation Date/Time: 2022-05-24T18:49:38-07:00 •Page s Input File Name: 2455-1239 N EVERETT STREET. ribd 19y Title 24 Analysis Input File Name: 2455-1239 N EVERETT STREET.ribd19) [0= | 03 | 09 | 05 | 060708|09|10|"|=|14=5|16| "
surtace Right Fin Surface Type construction Type Framing Assembly layers R-19 Floor Crawispace 2x10@16 in. O.c None / None for Deck: Woe idity/Frame: 29(2x30
CAMSO
Window Bug Screen
Construction Nam Assembly Lavers
Left Wall
E = cast. WAR ANO SE
R-13 Wal
System Type Status
R-15 Wall Exterior wals Wood framed wal None / Non rior Finish: 3 Coat St HW Heater 1(1) Existing
Cathedral Ceilings wed ramed None / None
R-O Wall interior Walls Wood Framed Wall 2x4 @ 16 in. O. C None / None HERS Provider: egistration Number HERS Provide Registration Dae/T 2062120040 HERS Provide CA Building Energy Efficiency Standards - 2019 Res Report Generated: 2022-05-24 18:49:58 CA Building Enerov Efficiency Standards - J010 Recidential Compliance Seen Version AN 200021 Report Generated: 2022-05-24 18:49:58
ADAMYAN RESIDENCE
PPROVED
CF1R-PRF-016
(Page 7 ot 9)
(rage or 9)
ENERGY COMPLIANCE FORMS 1239 N. EVERETT ST., GLENDALE, CA 91207
UMENTATION AUTHOR'S DECLARATION STATEM
Number of Units Efficiency EER/CEE Sose Kanda
rank Type I!! nor Ratin
ntification if abolicabi
retum supply Return Ducts Daage vertication scatus NOW DUCT Parallel Piping
AFFROM BRANCHEO
inc System Doctors
+92A9 HERS 72022032420 PER
ystem Type HaNumani Status
213N. Orange St. Ste: E
EXISTING AC UNIT1 Heatin and rote stom Existing HVAC Fan 1 HVAC Fan 1 hers far sadale, CA 91203 818-823-7286 IVAC Fa
DATE: 04/2022
Vertied Fan Watt Draw bequired Fan ficer (Wats/CrM) DRAWN BY: NRK ustom Tune Number of Unt
JOB NO 22007
Digitaly signed by aCERTS. This digital. SHEET NO.
Registration Provider responsibility for the accuracy of the informat Registration Number: registration Date/Time: HENS Dider HERS Provider: HERS Provider estrion tumber ano Registration Date/Tim2022-05-24 22-00-40 restation umber onc T1 nE a m.m.
CA Building Energy ficiency Standards - 2019 Residential Complianc Report Generated 20205-2 18455 CA Building Energy ficiency Standards - 2019 Residential Complan Rapor Generated: 0205 2 28 A8CE M. enema Version: 9 202009012 CA Building Energy Efficiency Standards - 2019 Residential Comp Seen erion 09220001 Schem Version
2019 Low-Rise Residential Mandatory Measures Summary
RESIDENTIAL MEASURES SUMMARY RMS-1 RESIDENTIAL MEASURES SUMMARY RMS-1 Building Type E Mutil Family B Existing+ Adition/Ate S62412022 Mul Fany Aising Adition/ Alteration retro See a any it a pical mandar eases, series of the coince prac N EVERETT STREET 39 N EVERETT STREET 5/24/2022
#Or Units #of Units
1239 N EVERETT STREET GLENDALE CA Climate Zone 09 NEVERETT STREET GLENDALE CA Cli 1,9 or aa INSULATION Area
Construction Type Cavity Special Features Status Construction Type Cavity (f) Special Features Status zefficient (SHC) values from Tables 818.823.7286 0. 888.424.8125 f. / wurawi opace
9100(0) glendale, ca 91203
Existing stential sources of air leakage must be caviked, 213 n. orange st. ste: e www.designNRK.com $ 110.7:
§ 110.8(a): r Affairs, Bureau of Household Goods
Wood Framed Rafte
§ 110.8(g):
R 30
Nood Framed wiCrawl Space 9 170.0()
$ 110.80
FENESTRATION Total Area 316 Clarine Deme 16.5% New/Altered Average U-Factor SENESTRATION Orientation Area#') U-Fac *SHC Overhang Sidefins Exterior Shades Status Status 6 150.0 a Front (E)
§ 150.0(b):
§ 150.0(c):
§ 150.0(d):
§ 150.0(1):
designNRK
ditioned space or outdoors must have a
esidential + commercial design
HAC SYSTEMS HVAC SYSTEMS
Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 80% AFUE Spit Air Conditione 14.0 SEER
HVAC DISTRIBUTION HVAC DISTRIBUTION
Heating Cooling Duct Location R-Value Status Heating DiValue status Location Cooling Duct Location
EXISTING AC UNIT Existing
WATER HEATING WATER HEATING S110.2(6):
wy. type Gallons Min. Eff Distribution Status Qty. Type Gallons Min. Eff Distribution Status § 110.3(C4
§ 110.3(c)6:
2019 Low-Rise Residential Mandatory Measures Summary 2019 Low-Rise Residential Mandatory Measures Summary 2019 Low-Rise Residential Mandatory Measures Summary ce of at least five feet from the outlet of any dive (EMCS) may be used to comply with cont ents of $ 130.4; meets the
nts of ASHRAE Standard 62.2. Veni
$ 1500012A:
1 8 150.0(0 1F:
ADAMYAN RESIDENCE
6 110.4(a)
$ 1500k)5:
ENERGY COMPLIANCE FORMS 1239 N. EVERETT ST., GLENDALE, CA 91207 § 110.4(b)2
$ 150.0(k)6B:
110.8(d)3
ust meet the snecified requirements for pump sizing. fion Luminaire Efficacy. All installed luminaires must meet the requirements in Table 150.0-F ent Lamps. Ballasts for fluorescent lamps rated 13 watts or greater must be electronic and must have an $ 110.10(b)1:
remer tighing integral to exhaust fans (excep when installed by the manufacturer in kichen exhaust hoods) § 110.10(0)2:
§ 150.0(k)1H:
DATE: 04/2022
8 110,10(b14:
nterior Switches and Controls. All forward ohase cut dimmers used with LED licht soumes must comply with NEMA SSL 7A. § 110.10(c): DRAWN BY: NRK
sible wall-mounted controls that allow the lighting to be manuall JOB NO. 22007 $ 110.10(d):
SHE-T NO
ontrols must not bypass a dimmer, occupant sensor, or vacancy sensor function if the control is installed to T2
G. The Contractor shal very all contract documents, ste dimensions, and conditions he birdingtinuous special inspection by a deputy inspector licensed and registered with MB pnor to starting work and shall notity the Engineer of any discrepancies or to ASTM A500. ESR & LARR [email protected]
inconsistencies.
1. All masonry and concrete reintorcing steel and embedded anchor placemer ORROXIATE brication and erection shall DESCRIPTION LARE ings. Shop drawings shall 2. All concrete of desian strenath areater than 2500 psi prior to fabrication. simpson strongwall snear Panels 25/30
3. All masonry
Residential Code, 3. All field welding shall be performed by welders certified by AWS for structural steel.
4. All field welding ESR 3050 25985
4. rabrication shall be pertormed in licensed fabrication shop 5. All high strength steel bolting (A325, A490) impson LUS 2549, 2523, 3096 25807, 25910
5. Bolts shall comply with ASTM A307, unless noted otherwise
6. All epoxy 2615,2523 25803
Simpson MB Manger
2019 Califomia Green Building Standards 7. Expansion Anchors impson HUCQ 2552, 2523 2580 PROJECT DIRECTORY
2018 Calitoria Energy Code Lumbers noted otherwise, umber shal be Douglas Fir Larch, 545, seasoned and grade Simpson Set-XP ESR 2508 25744 CIVIL ENGINEER
marked.
on, latest Edition
2. Unless noted otherwise on the drawings, lumber grades shall be as follows: auregiew of the 2604, 2523 Simpson cca or ECCa 25714 LOS ANGER CA AND ENNERING
B. Artier vertical members-% -%e studs, axe posts - No. 2. Simpson MSTI 2105. 2523. 309625713. 25489. 25910 (818) 522-3181 ial per CBC 1704.5 stating ter work was preformed in gent Simpson A34 2523, 3096 25814, 25910
15 ns 2523, 3096 25814, 25910
ly with U.S. Product Standard PS 1-09
REQUIRED NOTES ON PLANS LENDALE CA 912
10 nsf
Simpson CMST12 2105, 2523 25713, 25489
Floor Di = 20 os
Nails shall be common wire nails. Unle noted otherwise on the plans, nailing shall 20 psf nply with nailing schedules prescribed by the Building Co Mat. Coal Sacois rasponsible for the construction of a wind or seismic force resisting Simpson HDU 2330, 2523 25720 system/component listed in the "Statement of Special Inspection" shall submit a ESR 2089 Hardy Frame Panels 25759 SHEET INDEX
5. Monotons sardaniactured by he simpson do and as late simpson catabg seismic Design Category sibility to the inspectors and the owner pror to the Roof LL = 20 psf 8 ser No.C-C-2017 substitutions shall be subject to review and approval by the Enginee ent or work on such system or component per sec 1/09.1 simpson CMST12 2105, 2523 25713,25489 Attick LL= 20 psf 5. Sill plates and other wood members bearing directly on concrete shall be pressur impson CMST14 2105, 2523 25713, 25489 Floor LL = 40 pst 1.949 g
Simpson CMSTC16 2105. 2523 25713, 25489
7. Bolts shall comply with ASTM A307. Bolt holes shall not be more than 1/32" oversize All bolts heads and nuts bearing on wood shall have steel washers. dinarams and special moment resisting concrete frames. (1708 2 Chapters 19, 21, 2105, 2523 25713, 25489 ROOF FRAMING PLAN
3. Foundation sills shall be naturallv durable or preservative-treated wood. (2304.11.2 4) Simpson CS16 2105, 2523 25713, 25489
8. Parallam PSL:
4. Field Welding to be done bv welders certified by the for (structural steelYreinforcina Simoson CS16-R 2105. 2523 25489
6. Palam barat standobe det, nothed or af steel(light gauge steel). Continuous inspection by a deputy inspector is reauired Parallam beams shall not be cut, notched or drilled without prior specific written Simoson CS16-7 2105, 2523 25713,25489
5. Shon welds must be nerformed in a licensed fabricator's shon Seismic Design Category
Were are Adoral a ordoser 6. licensed fabricator is required for Structural Steel. Simpson CS18 2105, 2523 25713, 25489 ated in a licensed shop. Identify grade symbol and Simpson CS18-R 2105. 2522 25489 lamination species per 1 5-A, 2015 NDS supp.
D-Stiff Soil 8. Provide lead hole 40%-70% of threaded shank dia. and full dia. for smooth shank Simpson CS20 2105, 2523 25713, 25489 Resist Syst = Wooden Shear Wal portion. 2015NDS 2105, 2523 than one row of Simpson CS20 R 25489
Race Sheark! - his is used, the row must be offer as least 102
9. Periodic Special Inspection is reauired for wood shea rodia mo id leing cling, Balined for word, and lies afternate bo and r tastening to componer
Concrete:
or the sister or rain patien pealing in ya do un into or is otherwise, minimum 28-day compressive strength shall be as follows O. Special Activity inspectio
(buildinas over 50,000 sq ft of ground floor area) (buildings over 200,000 sq ft of floo c. All other concrete: rediate supports is area) (1704.21)
2. Cvlinder tests shall be made for all concrete areater than 2500 osi and test results 1. A copy of the valid Research Report and/or conditions of listina shall be mai shall be submitted to the Engineer for review and approval. All concrete greater than vailable at the job sit 2500 psi shall be subject to continuous inspection in conformance with the Bidg. Code. (PECTED cutie A RECK Shear Walls:
3. Cement shall conform to ASTM C150. able on sheet S-0.1
STRUCTURAL OBSERVATION PROGRAM
4. Adaredates shall conform to ASTM C33. Tinger tight a Provide so drawings areal be restos Mad AND DESICNATION OF THE D CONCRETE 5. Ready mix concrete shall comply with ASTM C94. STRUCTURAL OBSERVER
6. U.N.O. reinforcing steel for ties and stirrups shall be ASTM A615 Grade 40: all othe 10 NAILING SCHEDI|| F (Common naile onlv) reinforcing steel shall be ASTM A615 Grade 60. PROJECT ADDRESS: 1239 N EVERETT ST GLENDALE CA 91207 PERMIT APPL. NO.:
be Perpendicular to supports. Floor shall have tongue and groove or blocked pane
7. Welded wire fabric shall comply with ASTM A185. rache face nail 2-8d edges. Plywood spans shall conform with Table 2304.7 Description of Work: SFD REMODEL 8 Min. reinforcing steel lan solice shall he 40 har dia. 1'-8" min 16d@16" 0.C. 3. All diaphragm and shear wall nailing shall utilize common nails or galvanized box Owner: _ Engineer: _MLB ENGINEERING a linlace antad atharvice all dotailing fohrication and proction of minforming hare chol 2-16d 4. All bolt holes shall be drilled 1/32 to 1/16" oversized. (11.1.2.2. '15 NDS] 5 Hold down hardware muct he casured in nace nior to foundation inchestion STRUCTURAL OBSERVATION Concrete Structures." 16d @ 24"O.C.
10 linless noted atharwise on the drawings min concrata protortion for reinforcina Top plates, laps & intersections, face nail 2-16d 16d @ 180.0. Calit. Registration: C76761
WALL
Formed concrete exposed to earth or weather: Ceiling joists, laps over walls, face nail 3-16d *2-12 Ceiling joists, to parallel rafters, face nail 3-16d • Concrete • Steel Moment Fran fter to plate, toe nail
race to each stud and plate, face nail 2-8d • Masonry ESCRIPTION Slabs and walls
X Wood
20d @32" O.C.@top and bot. stagg.
11 Minimum footing reinforcement shall be (1) #4 har ton and bottom ICRC R403 1 3) 3-20d @ ends MOthere • Others:
ERWISE
LOROVED
& Others: FRAMING
DATE
DECLARATION BY OWNER STRUCTURAL NOTES
2 Cement chall conform to ASTM C450 r of the project, declare that the above listed firm or individual is hired by me to be the Foundation
3. Reinforcing steel shall be deformed bars conforming to ASTM A615 Grade 60. 1 Soils Renor arenared by. NONE
4. Aggregate for masonry arout shall conform to ASTM C404 and shall be 2500 nsi at 28 tesser in rochanchlo to oliou and amal with all opommandatione found in Dallas
soils renort for this oroiert
5. All cells shall be filled solidly with grout. DATE: 05/24/2022 are encountered, a soils investigation report may be required DECLARATION BY ARCHITECT OR ENGINEER OF RECORD (required if the Structural Observer is "JOB NO: MLB22-253 unless already provided for this project. different from the Architect or Fnai report is not available for this project foundation design shall be in accordance witt California Ruildino Code Tahle 1806 2 and as follows (recommendations in soile renort shall dovern over table below):
a Soil Tune. Per soils renor. If soils renort is not available assuma eynansive soils Signature
4 conne No. C 76761
100 nefit hole natural made
sions shall be as follows (recommendations in soils report shall govern over table below):
. Continuous footing embedment
c. Pad footing width: 1239 N Everett St. S-0.1
• Pad fontina embedment. Glendale, CA 91207
6. Contractor is responsible to obtain minimum 95% compaction unless noted otherwise • BOUNDARY NAILING PLYWOOD
PANEL EDGE NAILING DIAPHRAGM Г GOES IN. BON MAX
PER PLAN MB
[email protected]
DOUBLE TOP
PLATE 5-1/2°
COGE NAILING
-A PLATE (STRAP NOT 42D FOR SIL ALSEA. END
PLYWOOD SAW
2X40 BRA JP PLATE SIM
PLYWOOD
ALLOWABLE HOLES AND NOTCHES
3X BLOCKING
ABOVE OPENING
- MST48
(2) 2X TOP PLATE
HEADER PER
OUNCUULE
SIMPSON A34 (4 CORNERS OF
UNU
UPCIVING)
2X MULT STUD
USE (2) KING STUDS FOR ALL
OPENINGO LEOS IHEN 1U
(3) KING STUDS FOR OPENINGS 10' AND (2) 2X TOP PLATE "SIMPSON" CTS218 AT EACH
LARGER SIDE OF SPLICE PLATE
HEADER SCHEDULE +***+*+++|++++++++++++
(WHERE NOT SPECIFICALLY IDENTIFIED ON PLANS) *+*++
4 OPENING
JOISTS (FLOOR OR ROOF "SIMPSON" CTS218 AT EACH SIDE OF
SPLICE PLATE WI 24 - 10d X 1 " COMMON
LOCATION I CHEATHING NAILING 10 OPENING
4X10
NAILS AT 3- OC. (LARR #25713)
12' OPFNING 4X12
ROOF 12" BLOCKED OSB SHEATHING PANEL 100 @ 6 BOUNDARES 10d a 6 EDGES 100 a 17" NEERIORS FLOOR * T & G PLYWOOD SHEATHING OR SLAB ON GRADE PER PLAN 10d @ 6" BOUNDARIES, 10d @ 6" EDGES, 10d @ 12" INTERIORS NOTE:
HEADER IDENTIFICATION ON PLANS GOVERN OVER THIS SCHEDULE
ROOF & FLOOR DIAPHRAGM DETAIL TYP HEADER DETAIL AND SCHEDULE TOP PLATE SPLICE DETAIL Lateral Load Resisting System Design (Cont.)
- UPPER FLOOR Shearwall Capacities
#=F· 5/8" Anchor
A35/LTP4 16d Nail 1/4" SDS LAG Resistance
Type Sheathing/ Nailing Grade Bolt
Spacing (in) Spacing (in) Spacing (in) (plf)
Snacine lin)
Type A 15/32" w/8d nails @6-6-12 Structural l 22.0 8.0 14.0 440 Type B 15/32" w/10d nails @6-6-12 I Structural l 180 6.0 11.0 48 0 540 OR 2 1/2" Type C 15/32"w/10d nails @4-4-125 Structural l 12.0 4.0 7.0 32.0 1910 MIN.
EDGE NAILING AT Type D 15/32" w/10d nails @3-3-125 Structural | 9.0 3.0 5.0 25.0 1060 Type E 15/32" w/10d nails @2-2-125 Structural | 7.0 2.0 4.0 19.0 1390 Type F Double Sided 15/32"w/10d nails @3-3-1245. Structurall 4.0 n/a 3.0 12.0 2100 180 DEG. BEND
Type G Double Sided 15/32" w/10d nails @2-2-1295. Structurall n/a 2.0 11.0 2750
TYPICAL HOOKS AND BENDS
FIELD NAILING AT ALL OTHER 1. Lumber shall be DF-L with Specific Gravity of 0.50 min. All panel edges shall be fastened to 2-inch nominal or wider framing. 2x STUDS @16"OF UNO 2. Framing members receiving edge nailing from abutting panels shall not be less than a single 3x stud or wider nominal. all wood structural panel ioint and sill olate nailing chalf be ctaggered at all nanel edops. Nails chall henlaced not lece than 1/9" adde distance from the nanel eddes and 2/9" TIE WIRE from the edge of hte connecting members. MINIMUM BEND
COCOACAFE DIAMETER Gianciale
3. Min two bolts per piece of sill plate and one located within 12" of each end of each sill plate, Placement of lag bolts: Min edge distance shall be - HOL DOWN PER SCH
SCHOREOVE (1.5)(bolt diameter); Min end distance shall be (7)(bolt diameter), Min spacing shall be (4)(bolt diameter). Edge distances, end distances and spacing PROVED JESCRIPTION shall be sufficient to prevent splitting of wood. If splitting occurs, notify the engineer for an alternate product. D = 6d FOR #3 THRU #8 CONCRETE FOOTING UI1 14 2023
4. Type I and J shearwalls shall have plywood installed on both sides. Install A35/LTP4 staggered on both sides. Blocking and studs at panel edges 24" D = 8d FOR #9. #10. #11 shall be min 3x in thickness. D= 10d FOR #14 AND #18
5 TyneD EE CHchearwalle chall have min 2y chude at nanel adoos Chocial Incnertion Ronnired MIN. OR 50d
6. Plywood Panels may be either OS8, 3 ply, 4 ply or 5 ply plywood, unless specifically identified otherwise on plans. IN CONC. & MASONRY STRUCTURAL NOTES AND DETAILS
7. For A35 and LTP4, use (12) 8dx1 1/2" nails.
8. Spacing for A35 and LTP4 may be reduced to max 16" oc if additional A35 and LTP4 are installed along same S/W line to meet the min qty required OFFSETS AND SPLICES MINIMUM INSIDE for the identified spacing multiplied by SW length. Also, Spacing of A35 and LTP4 may be doubled if placed on both sides of shearwall. DIAMETER DATE: 05/24/2022
JOB NO: MLB22-253
SHEAR WALL DETAIL AND SCHEDULE BAR
(2) 2X TOP PLATE NEW 90 DEG. BEND 135 DEG. BEND
EXISTING 1 1/2"
#3
2"
- ИСТАЯ в 49" 0/0
#5 21/2"
- (N) SHEATHING . С 76761
#6 3"
ALLANIA-
10d OR 4 1/2" MIN.
EXISTING NEW CHECKED BY CR
TYPICAL STIRRUPS AND TIES
- ZU PINING A STRADO
1239 N Everett St. S-0.2
Glendale, CA 91207
TYP DRAG STRAP DETAIL (E) TOP PLATE TO (N) TOP PLATE CONN DETAIL EXISTING TO NEW DIAPHRAGM CONNECTION DETAIL TYPICAL REBAR BENDS AND SPLICES - POST PER PLAN
- HD PER PLAN - 1B
- SHEAR WALL PER PLAN • [email protected]
- SILL PLAIE *
SILL PLATE & LAGS PER (E) SHEATHING
SCHED. 3/S0.2
(E) SHEATHING
- JOISTS PER PLAN
#4 NOSING 1 1/2" COVER -
JOISTS PER PLAN - (E) SILL -
#4@16° 0/C EA. DIR.
(e) SILL - EPOXY SILL BOLTS
- FULL WIDTH -
BLOCKING
22 MIN
2x BLKG. W/ SHEAR CUPS - THREADED ROD PER SCHED.
PER SCHFD 2/502 FMREDMENT PER SCHEN
IMPSON AT-XP EPOXY
5 MIN. EMBEMENT SIMPSON AT-XP EPOXY
DEPUTY INSPECTION REQU (SEE SCHEDULE PEO
SIMPSON SET-XF 18' MIN
NOTE: (ON TABLE BELOW REBAR DOWELS TO
LARK 25744
1-LOAD AND RESISTANCE FACTOR DESIGN
IF STEM WALH FY FOOTING
4OVERALL CONCRETE FOOTING DEPTH EW FOOTIN
FOOTING
- NEW FOOTING
SHALL BE 5D DEEPER THAN ANCHOR
5-POST MAXIMUM HEIGHT OF 10.0 f. - 2 - #4 BOTT. BARS
Min Embed - APPROVED COMPACTED FILL
4" Wal 6" Wall Allowable Tension OR GRAVEL
Min into Conci
Post Post" (th)
Width (in Wall (inl (in)"
VERIFY IN FIELD
RAISED FOUNDATION HOLDOWN AT EXISTING FOOTING STAIRS ON GRADE (N) LAG SCREW PER IN SHEATHING PER SO
SHEAR WALL SCHED.(SEE DETAIL 3/S0.2) (E) OR ADDITIONAL SHEAR WALL PER PLAN IN) CH PANFI - IN) SHEATHING PER S0.2 LAG SCREWS PER SCHED. - FLOOR SHEATHING PER S0.2 POST PENETRATION
(N) WALL. - A35 PER SCHED SEE DETAIL 3/S0.2)
~4 SInES (TYP
FULL WIDTH BLOCKING AT HOLDOWN
- COUPLER AS NECESSARY 2x BLOCKING EA. SIDE @
48" O/C @ PARALLEL WALLS
HOISTS PER PIAN
SINGLE JOIST AT PARALLEL WALLS:-
(N) 2 BLOCKING
PT POST PER PIAN
(N) F.J. PER PLAN SSTB ANCHOR BOLT PER SHEAR CLIPS PER SCHED. 3/S0.2 - 2X BLOCKING
SCHEDULE
• #A TAD RADC
SIMPSON CE
• PER HOLDOWN SCHEDULE
6"MIN
2 - #4 TOP BARS _?. #4 ROTT. BARS
A.B. PER SCHED:
#4 @ 24"O/C - #4@24"O10
SEE DETAIL 3/S0.2
WAD "OCEACH-
(N) FOOTING
2 - #4 BARS
DER PIAN nto Footin: Dist inside
Wall (in)
SSTB 24
9135
NEW EXTERIOR WALL FOOTING HOLDOWN AT EXTERIOR WALL RAISED FOUNDATION FOOTING AT INTERIOR POST 8 NEW INTERIOR WALL FOOTING
FI OOR SHEATHING PER SOO
(N) FLOOR JOIST CHEAR WAI! PER DI AN
PER SCHED City c: Cianciale
LAR Q SILI PER SCHEN HOLD DOWN BUrDINa & CAFETI
2X ROCKING CANTATITU CLAC
2X P.T. SILL DT DACT DED DI ANI APPROVED
GIRDER PER PLAN
HA NACING RAD
IT 142093 DETAILS
#4 NOSING BAR- • (E) SLAE
10) #1 BARC
P.T. 4x4 POST TOP & BOTT
EVICTING
CONCRETE CIAR
CIMADCAN AR
#4@"OC
CARU WAN
REINF. PER DETAIL
No. C 76761
"COVER Semi Andar
S-0.31
Glendale, CA 91207
GIRDER FOOTING 10 EXTERIOR WALL HOLDOWN G THOROUGH J 11 PAD FOOTING EXISTING SLAB 11 N. LAG SCREW PER
CAR WALL SUMED. SEE DETAI
0/00.4 MB (SFOOSMLBENGINEERING.ORG
(N SH. PANEL: (N) SHEATHING PER SO.2
(N) WALL- A35 PER SCHED. (SEE DETAIL 3/SO.2) SHEAR WALL PER PLAN - (N) P.T. SILL
(E) SHEATHING
A.B. & SILL PER SCHED.
2X P.T. SILL
- SLAB & RENF. PER PLAN JOISTS PER PLAN
IN 2X BLUCKING
- 4" CLEAN AGGREGATE RASF (-* ) SILL - EPOXY SILL BOL
MIN W/ 10MIL VAPOR BARRiCH ER SCHED. 3/S
(N) F.J. PER PLAN IN DINE! CUNTAGI WIIH SLAD
THRFANED ROD PER
2- #4 TOP BARS 24 RI KG. WI SHEAR CI IPC
#4 NOSING RAR
PER SCHED. 3/S0.2
6 MIN (2) #4 BARS
TOP & BOTT
- 2- #4 BOI. BARS
NEW SI AR
A.B. PER SCHED- -OOTING
#4 0 24"0/0
SEE DETAIL 3/S0.2
VERIFYIN FIELD
NEW EXTERIOR WALL FOOTING NEW EXTERIOR SLAB FOUNDATION RAISED AT EXTERIOR WALL FOOTING
ATTO BULAN ANENEC
APPROVED DATE DETAILS
53 14 2023
JOB NO: MLB22-253
. C 76761/
CIVIL
-CICNED RV. |
HECKED BY: G
1239 N Everent S1 S-0.32
Candale CA 01207
DBL TOP PLATES
DBL TOP PLATES
MB
[email protected]
ROOF SHEATHING PER S-02
SEE ARCH'L. MIN HT.=24"
2x BLOCKING (a 48"0/C
4x BLK -
2xSTUDS @16° O.C. 2x STUDS @16" O.C.
ROOF RAFTER PER PUAN
PERAREATHING 2x SILL W/ SDS LAGS ANAO SHEATHING
A35 O PER SCHEDULE
ASIL WISOLA
a120c
A35 CLIPS PEK SCHED. - CTI ID WAI L
:HEAR PANEL
SHEAR PANEL PER PLAN
2x BLKING RIM BOARD
'ONT. SHEATHIN
O TOP OF PARAPE CONT. SHEATHINC
TO TOP OF PARAPET
RAFTER PER PLAN
- RAFTER PER PI AN
DRI TOP PI ATES
DBL TOP PLATES
SHEAR WALL
DER PLA
EAVE DETAIL EAVE DETAIL INTERIOR SHEAR WALL INTERIOR LOAD BEARING WALL " LAC COREWC G 1AI AC
CUEATHING
PER S.0 2
HANAC WI
DY RI OSKINC
LTP4 PER S/W SCHED- AFPROYE) BuKOS& PACI EHECK
CHEAR WAI! DER DI AN
EAVE DETAIL
rico
BSNFETY
APFROVED
:1147074
ROOF FRAMING DETAILS DETAILS
DATE • 05/2412025
TJÖR Nº: MIB22253
. C 76761
CIVIL
STATE DECA FORHIE
CHECKED BY: CE
1239 N Everett St, S-0.51
Glendale, CA 91207
10 12
918 Foothill BIv
NORM DENGNEANG OR
-SE DEALS ON SHEET 50.31
DESCRIPTION
FOUNDATION PLAN
DATE: 05/24/2022
JOB NO: MLB22-253
ZiM Amah
LIviE Engineer
No. C 76761
KLE.410/2
_ CIVIL
NOTE: STATE OF CALFORNI
ALL ASPECTS OF FOUNDATION &
FOUNDATION PLAN 1239 N Everett St, S-1
Scale: 1/4" = 1 EXCAVATIONS ARE REQUIRED
Glendale CA 91207
TO BE INPSECTED IN THE FIELD
BY THE SOILS/GEOLOGY/
GEOTECHNICAL ENGINEER.
318 Foothill Biv
MB
[email protected]
LEGEND
(E) WALLS
SHEAR WALL
E INDICATED IS MINIMUM REQUIRED. CONTRACTOR SHALL VERIFY STUD SIZE WITH ENERGY CALCULATIONS (T24). 4X4 DFL NO.2 POST
NEW ROOF RAFTERS
CREPANCIES IN MEMRER SIZES OCCUR
EX HDR
Cly ci Ciendale LDING & SAFETY
APPROVED
CORNER NOZ J2:1 14 2027 DESCRIPTION
DATE
ROOF FRAMING PLAN
DATE: 05/24/2022
JOB NO: MLB22-253
STATE OF CALORIE
ROOF FRAMING PLAN
Scale: 14* = 1
1239 N Evereft St S-3
Glendale, CA 91207
TABLE NOTES REVISIONS DATE
BACK TO BACK REINFORCED ANCHORAGE (BB-RA) REINFORCED ANCHORAGE (RA) UNREINFORCED ANCHORAGE (UA) Rod DESIGNS ARE TO RESIST LOADING PER ACI 318-14, SECTION cane KOO Pane KOd
Rod 2,3 BB-RA Shear? Rod 2,3 Panel Rod 2,3
Model Width Anchorage' let Model Width Anchorage' Dia let Model Anchorage' Dia 12 34.3 Caz® Strupsy Height le Care Caz Stress
(in) Grade (in) (in) Ties (in) (in) Grade (in) Ties (in) Grade STD INDICATES ANCHORS COMPLYING WITH ASTM F1554 GRADE # 3 (min)| #3 (min) 36 WITH A HARDY FRAME BOLT BRACE (HFXBB) INSTALLED WITH HFX-9x 1-1/8-STD-BB-RA STD 8 - *4 3-34 оС 1-1/8-STD-RA STD 8-#4 HF X-9x 79.5'- 8' DOUBLE NUTS ON THE EMBED END.
19-3/4 19-3/4 1-1/8-STD-13-19 STD
STD STD HS INDICATES ANCHORS COMPLYING WITH ASTM A193 GRADE B7 1-1/8-5|D-BB-RA # 3 (min) 1-1/8-STD-RA
HrX-12X 13 - 44 0. #4 HFX-12x 78" - 10" WITH A 1/2"X3"X3"(MIN) HFPW PLATE WASHER INSTALLED WITH 1-1/8-HS-BR-RA HS 0 4 00 1-1/8-HS-RA HS 1-1/8-HS-20-30 HS 1 - #3 DOUBLE NUTS ON THE EMBED END (HFXBB NOT REQUIRED). 1-1/8-STD-BB-RA STD 1-1/8-STD-RA # 3 (min) 1-1/8-STD-14-20 STD 4. LE = LENGTH OF EMBEDMENT FROM THE TOP OF FOOTING OR HFX-15x H5150 /78"-13
14 - * 4
1-1/8-HS-BB-RA HS 1-1/8-HS-RA HS @4" OC GRADE BEAM TO THE TOP OF THE HFXBB BOLT BRACE (TOP OF 1-1/8 1-1/8 10-#4 1-1/8
STD STD 1-1/8-HS-20-30 HS THE EMBEDDED HFPW PLATE WASHER @HS ANCHORS) 1-1/8-STD-BB-RA 1-1/8-STD-RA
75 - 4 4 HNX-18) HEY 150 18% • 14' - 20 CA1 = DISTANCE FROM HD CENTERLINE TO THE END OF THE 1-1/8-HS-BB-RA HS # 4 (min) 1-1/8-HS-RA HS FOOTING OR GRADE BEAM. 20-5/8 120-5/9
STD 0 4 0C 1-1/8-STD-RA
1-1/8-STD-BB-RA STD 1-1/8-STD-14-20 STD CA2 = DISTANCE FROM HD CENTERLINE TO BOTH THE FRONT Hr X-21X 16-#4 HFX-21x,24x 78" _13
1-1/8-HS-BB-RA HS 1-1/8-HS-RA HS 1-1/8-HS-23-34 AND THE BACK FACE OF THE FOOTING OR GRADE BEAM.
STD STD # 4 (min) SHEAR TIES ARE GRADE 60 (MIN) REBAR AND REQUIRED FOR 1-1/8-STD-BB-RA 1-1/8-STD-RA 2 - 3
Hr X-24) @4"OC 14'- 20"
18-#4 12 - 44 HX31х24x 1-1/8-HS-20-30 HS NEAR EDGE DISTANCE CONDITIONS PER ACI-318-14, F'C = 2,500 1-1/8-HS-BB-RA 1-1/8-HS-RA HS PSI. CURBS AND STEM WALLS MUST BE 6 INCH (MIN) WIDTH FOR BACK TO BACK REINFORCED ANCHORAGE NOMENCLATURE REINFORCED ANCHORAGE NOMENCLATURE UNREINFORCED ANCHORAGE NOMENCLATURE UA AND RA, 12 INCH (MIN) WIDTH FOR BB-RA. 1-1/8 - STD - BB - RA 1-1/8 - STD - RA FOR UA APPLICATIONS, ADDITIONAL TIES MAY BE REQUIRED AT L REINFORCED ANCHORAGE 1B-ST -1-3 ENEMEN DEPANCE (1802) STEM WALLS. SHEAR TIES ARE NOT REQUIRED FOR
_"BACK TO RACK' INSTALL ATION - REINFORCED ANCHORAGE
- ROD GRAD- ROD GRADF ROD GRADF INSTALLATION AWAY FROM EDGE (SEE DETAIL 1A), INSTALLATION - ROD DIAMETER - ROD DIAMETER ROD DIAMETER ON WOOD FRAMING, OR FOR IRC BRACED WALL PANEL ANCHORAGE DETAILS - HFX PANELS THIS DETAIL SHEET IS NOT PROPRIETARY AND IS NOT REQUIRED FOR PLAN SUBMITTAL WITH HARDY FRAME PRODUCTS APPLICATIONS.
Ca2 STIRRUPS ARE GRADE 60 (MIN) REBAR. SEE TABLE FOR SIZE AND Ca2 Caz
22" Min SPACING. SEE "STIRRUP LAYOUT" DIAGRAMS AND "KEY" FOR 26" Min ::
3 Caz 2 LAYOUT PATTERNS.
Caz Ca2
CONCRETE EDGE DISTANCES MUST COMPLY WITH ACI 318-14,
* Min. 2'-6'* SECTION 17.7.1
• Cal + ¡ Min. 2'-6" * Cal * Cat+ *Cat+
135° BEND 2½" (Min) Over-Lap 135° BEND 2 ½" (Min) Over-Lap 2½" (Min) Over-Lap B
7¾". RADIUS: 7 ¾"
RADIUS: RADIUS:
le + 1" #3 = 34" Min 16" #3 = 11" Min #3 = 1½"Min (
#4 = 4¼" Min #4 = 2" Min #4 = 2" Min
- RADIUS, an RADIUS LENGTH EDGE VIEW
LENGTH (1A/HFX1) LENGTH 2-3/4" FOR
_13" Min→ ¿ 9" Min_ DANE ON
15" Max (1A/HFX1) 11" Max SHEAR TIES * CONCRETE
350 NOT REQUIRED WHEN TOP OF CONCRETE
KEY KEY
A = 2-1/2" O.C. A = 3"O.C. Model Length End Distance Edge Distance Model Width A ® !! | B = 1-1/4" ea B = 1-1/2" ea AFFROVED BUDS
HFX-9x 7-1/2" 2-3/8" 2-3/8" HFX-9x 9" 5-1/2"
Side of HD Side of HD 1.2/4
HFX-9x HFX-12x HFX-15x HFX-9x HFX-15x 6-1/4" R HFX-12x
HFX-12x 10-1/2" 3-1/2" 8-1/2"
в SFA B HFX-15x 19" 7-3/8" 4_1/4' HFX-15x 0_2/4'
mind note. 15" 8-3/8" HFX-18x 12-3/4"
2-5/8"
H-X-21x 18" 9-3/8" 5-1/2" HFX-21x 21" 15-3/4"
HFX-18x HFX-21x HFX-24x HFX-18x HFX-21x HFX-24x 21" 10-3/8" 24" 18-3/4' 45-24
BB-RA SHEAR TIES & STIRRUPS RA SHEAR TIES & STIRRUPS 2A UA SHEAR TIES HFX ANCHOR CENTERLINES
SHEAR WALL SYSTEM
m by EOF
ber Table IMPORTANT!
= 10" Min. 12" Max HOVANCHORAGE IS DESIGNED FOR TENSION AND E 1" From Top of Concrete SHEAR TRANSFER ONLY, FOUNDATION DESIGN HARDY FRAME of Shear Tie
20. PER EOR.
BCO She Min) UNO By EOR Pies per Two Ties H.
5].-І REINFORCEMENT SHOWN IS THE MINIMUM
stirrups per Table Sat per pantele
a1 per Table REQUIREMENT AND IS NOT INTENDED TO
REPLACE REINFORCEMENT DESIGNED BY THE
EOR.
CURB (12" MIN WIDTH) CURB (6" MIN) WIDTH CURB (6" MIN) WIDTH 3. FOR RA AND BB-RA INSTALLATIONS. THE
EXTERIOR SLAB EXTERIOR SLAB EXTERIOR SLAB HFXBB BOLT BRACE MAY BE PLACED ON TOP
INTERIOR SLAB INTERIOR SLAB INTERIOR SLAB OF THE STIRRUPS WITH DOUBLE-NUTS
INSTALLED AT EMBED END OF STANDARD
GRADE ANCHOR RODS. (NOTE: ½" × 3" × 3" MIN.
HFPW PLATE WASHERS ARE REQUIRED TO BE
DOUBLE NUTTED AT EMBED END OF HIGH
STRENGTH ANCHOR RODS.) MiTek®
C®' 4. HIGH STRENGTH ALL-THREAD RODS PROVIDED
BY HARDY FRAMES ARE STAMPED ON BOTH
DATE:
ENDS.
HF 1-1-2018
B7
CURB @ OUTSIDE CORNER CONTINUOUS FOOTING CURB @ OUTSIDE CORNER CONTINUOUS FOOTING STEM WALL @ OUTSIDE CORNER CURB @ OUTSIDE CORNER 2B B B HFX1
BB-RA SECTIONS & ELEVATIONS 3B RA SECTIONS & ELEVATIONS UA SECTIONS & ELEVATIONS IMPORTANT NOTES HITTIN
HFX PANELS 78 IN. THROUGH NOMINAL 13 FEET REVISIONS DATE Net Hold Down Top Screw Qty
NOTE: Model
Height Depth Diameter' | Screw Qty? , Avallable at
ATTACHMENTS TO ADJACENT Number
(in) (in) (in) Edges (ea)3
TRIMMERS MAY RF MADE AT (ea)
PREPUNCHED SCREW HOLES OR HFX-12,15,18,21 & 24x78 78
WITH SELF TAPPING SCREWS g" Width = 5
SECTION A (#12 AT EDGES, #10 AT FACE). HFX-9x79.5 79-1/2 SECTION B HFX-12,15,18,21 & 24x8 92-1/4 12" Width = 6
HFX-9x8 93-3/4
3-1/2 1-1/0 15" Width = 8
HFX-12,15,18,21 & 24x9 104-1/4
HFX-12,15,18,21 & 24x10 116-1/4 18" Width = 10
CAVITY ORIENICU FOR CONNCCIION ACCESS HFX-15,18,21 & 24x11 128-1/4 21" Width = 12 N NUTS AND WASHERS PER TABLE NOTE 1. HFX-15,18,21 & 24x12 140-1/4 NOMINAL 8 INCH FRAMING ABOVE (MIN).
SECTION A HFX-15,18,21 & 24x13 152-1/4
A LX FILLEK VVIIH 1/4 X 4-1/2 MINIMUM
W SCREWOS PERMITED.
BALLOON PANELS 14 FEET THROUGH 20 FEET
FIED INSTALLED WOOD BACKING AS NEEDEDI
Net Hold Dowr Top Screw Qty
Model
BACK TO BACK INSTALLATION SELBEAMPERPLANS Height Depth Diameter' Screw Qty2 ALL THREAD RODS THRU-BOLTED TO STEEL BEAM BY BUILDING Number (in) (in) Edges (ea)
DESIGN PROFESSIONAL.
HFX-15,18,21 & 24x14 164-1/4
NUTS AND WASHERS PER TABLE NOTE 1. TRIMM-RS PROVD- FURFARING FOR HFADFRAROV- DESIGNAND 15" Width = 8 HARDY FRAME STACKING WASHERS (HFSW| REQUIRED TO BE CONNECTIONS BY BUILDING DESIGN PROFESSIONAL. HFX-15,18,21 & 24x15 176-1/4 WELDED INSIDE TOP CHANNEL OF LOWER PANEL. 6x HEADER. HFX-15,18,21 & 24x16 188-1/4 w N WOOD MEMBERS FOR BACKING MAY BE INSERTED VERTICALLY OR HORIZONTALLY 18" Width = 10 THIS DETAIL SHEET IS NOT PROPRIETARY AND IS NOT REQUIRED MANUY FRANC '"STK" PANEL WITH STACKING WASHERS WELDED HFX-15,18,21 × <4X1/ 200-14 3-1/2 1-1/8 FRAMING DETAILS - HFX PANELS FOR PLAN SUBMITTAL WITH MITEK® HARDY FRAME® PRODUCTS IN THE PANEL CAVITY AS NEEDED.
INSIDE IHETOP CHANNEL BY MANUFACIURER 21" Width = 12
WOOD MEMBER FLUSH TO FACE OF WALL FOR BACKING AS NEEDED. HFX-15,18,21 & 24x18 | 212-1/4 HFX-15,18,21 & 24x19 224-1/4
HFX-15,18,21 & 24x20| | 236-1/4 24" Width = 14
STEEL BEAM ABOVE THRU-BOLT 6x HEADER ABOVE-SECTIONS HOLD DOWN ANCHOR BOLTS CONNECT TO THE PANEL BASE WITH HARDENEU KOUND WASHeRO BELOW GRADE o NUS ALIERNA C
NOTE: WASHERS ARE (2 EA) ROUND-FLAT OR (2 EA) SAE WASHERS ON EACH RAKE WALL INSTALLATION TO PREVENT DRILLING ADDITIONAL HOLES ORIENT THE PANEL CAVITY BOLT.
ALTERNATE NUTS ARE 2H HEAVY HEX
TOWARD THE FIXTURE BEING INSTALLED. 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.
N ADJACENT FRAMING WITH 1/4" DIAMETER SCREWS IS REQUIRED AT THE
PAN-EDG-S WHEN INCTA INGA CII CR AROVE THE TOD CHANNEI
THAT IS GREATER THAN 1-1/2" OR WHEN SPECIFIED BY THE DESIGN WOOD FILLER WITH USP MP4F CONNECTORS BOTH SIDES, QUANTITY BY 1B PROFESSIONAL 1/4" × 3" (MINIMUM) WS SCREWS, QUANTITY PER TABLES INSTALLATION INSTRUCTIONS
3. ADJACENT FRAMING WITH 1/4" DIAMETER SCREWS INSTALLED THROUGH WHEN INSTALLING ON CONCRETE CONNECT WITH (1 EA) HARDENED ROUND
PRE-PUNCHED HOLES IN PANELEDGES REQUIRED WHEN INSTALLING A OPTIONAL WASHER BELOW (1 EA) GRADE 8 NUT, SECURE WITH A DEEP SOCKET FI FR GRFATER THAN 1-1" AROV- TO RRACE OUT-OF-PLANE HING- ORI (RECOMMENDED) UNTIL SNUG TIGHT. ALTERNATE WASHERS AND NUTS
WEN CDEOICICO RV THE DECION DRACECCION AI
1/4" x 3" (MINIMUM) WS SCREWS, QUANTITY PER TABLES ARE PROVIDED IN TABLE NOTE 1.
4. PRE-DRILL 3/16" DIA. HOLES. EVENLY SPACED IN FACE OF PANEL NO LESS 1/4" × 4-1/2" (MINIMUM) WS SCREWS, QUANTITY PER TABLES
2. THAN 2-1/4" OC AND INSTALL 1/4" DIA. WOOD SCREWS INTO 2x (MIN.) WOOD INSTA ANON CONCRSTE PROVISO THE HICHCCT AL ONARIC VALUES. CONFIRM WITH THE DESIGN PROFESSIONAL BEFORE INSTALLING CONNECTOR AND ATTACHMENT BY BUILDING DESIGN PROFESSIONAL. TRIMMERS DERI ON OTHER SUPPORTIG SURFACES.
DESIGN PROFESSIONAL 3. USE 1/4"X4-1/2" MITEK PRO SERIES WS SCREWS AT TOP CONNECTIONS FILLER GREATER THAN 1-1/2 IN. 6 TOP PLATE CONNECTIONS WITHADY FRIETHE TOP OF PANFLSINDIRECT CONTACTWITH THE COLLECTOR ABOVE (TOP PLATES, HEADER, BEAM, ETC.) USE1/4 x 3" (MINIMUM)
(A) PRE-WELDED STRAPS ARE PROVIDED ON 78" AND 79-1/2" PANEL HEIGHTS. FOR INSTALLATIONS WITH A FILLER GREATER THAN 1-1/2" ABOVE, OR WHEN SPACI-ED RY THE DESIGN PROFFSSONA AD.ACENT KING POCTS TO B) FIELD INSTALLED STRAPS WITH SELF TAPPING SCREWS ARE PERMITTED BRACE THE OUT-OF-PLANE HINGE CAN BE CONNECTED WITH 1/4" DIA. SHEAR WALL SYSTEM THE DESIGN AND CONNECTONS BYHE DESIGN PROFESSONAL SCREWS THROUGH PRE-PUNCHED HOLES AT THE PANEL EDGES.
A 2y WOOD SI FRWTH 14"44-1/2" (MIN)WS SCREWSIS PERMTTFD
3. WHEN CRIDDI E CTING OCCIIR CHFAR TRANCE-RO-CENTO RE DER THF DIl DINO DECION DRACEOCIONAI 0 :: 0
4. A 1" DIA. HOLE MAY BE ADDED IN THE PANEL FACE WHEN IT IS LOCATED IN 9" PANEL 12" PANEL EnCE. FOR PANELS MORE HAN 12 DE, ADIONAL HOLES MUST BE 0:0 0:000 .::: HARDY FRAME OFFSET 1" MINIMUM FROM THE 3" DIA. PREPUNCHED HOLE. 18" PANEL:E 21" PANEL 24" PANEL LARGER THAN 1" DIAMETER OR TO ADD MORE THAN ONE HOLE CONTACT MITEK HARDY FRAME TECHNICA SUPPORT AT (800) 754.3030
154--TOR FO VA FNT MOISTIRE RARRIFRR-COMMENDED RETW--N
DANEI RACE AND CONCRETE TOP CONNECTION TO HEADER
NUTO ANIN WAQUEDO DED TARI C NOTE 4 15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDED BETWEEN EN 142023 ADJACENT FRAMING WITH 1/4" DIAMETER SCREWS INSTALLED AT THE
PANF RAS- AND CONCR-TE PANGAKE FIXTURE
PANEL EDGES WHEN INSTALLING A FILLER GREATER THAN 1-1/2" ABOVE OR 2 NUTC AND WACHERS DER TARI C NOTE 1. - AS NEEDED
WHEN SPECIFIED BY DESIGN PROFESSIONAL.
#10 SELF-TAPPING SCREWS
AT CANCA DANCI
(HEX HEAD WITH SELF
RAISED FLOOR HEAD-OUT 8 INSTALLATION ON CONCRETE
#12 SELF-TAPPING SCREWS -#10 SELF-TAPPING SCREWS® AT FACE DE PANDI
AT EDGE OF PANEI BUGLE HEAD WITH SELFR
BUGLE HEAD WITH SELF DRILLING TIP SHOWNWALL BE
DRILLING WING TIP SHOWN)
\HFBX MiTek
MOTIONAI INCTAIL ATION INITU
LADOV CDARAE DAOC
EXTENSION (HFBX) FOR BUGLE HEAD WAFER HEAD FLAT TRUSS MODIFIED TRUSS HEX HEAD DATE:
CEI CADIL NA TID CEI CODINA INO TIO
15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDED BETWEEN NOTES: 1-1-2018 PANE| BASE AND CONCRETE SURFACE FINISHES, CONNECTORS AND FIXTURES ARE ATTACHED TO THE PANEL ALLOWABLE VALUES ON 2X PLATE ARE LESS THAN INSTALLATION ON CONCRETE ALLOWABLE VALUES ON N&W ARE LESS THAN INSTALLATION ON CONCRETE NUTS AND WASHERS PER TABLE NOTE 1. CACE WITH #10 CCI C TADDING COREWC CDACEN NO I ECC THAN 2 1|4" OC ADJACENT FRAMING OPTIONAL UNO. BY BUILDING DESIGN PROFESSIONAL. ATTACUMCNTO TO TUE DANCI COOCO ADE MANE WITH 419 CCI C TADDING CROCINC 15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDED DICOD MINIC 111 CADTO RE CII ED WITH ROOO DOI NON CHRINK CTDIIATIIDAI NONNEATIONC ADE TO DE DEOIONEN DV TUE NECIAN DOACECCIONAl
RETWEEN PANEI RASE AND TREATED PATE ADALIT (MININAL IRAL STRUCTURAL HARDWARE USED TO TRANSFER LOADS SHOULD NOT EXCEED 12 NI ITO AND WACHEDO DED TARI C NOTE 1 NUT AND WASHER GRADES PER TABLE NOTE 1.
GAUGE. HFX2
INSTALLATION ON 2x PLATE 11) INSTALLATION ON NUTS & WASHERS (10 INSTALLATION ON CURB NOTES: NOTE: NOTES:
IKEVSIUNS JAC
INSTALLATION WITHOUT HARDY FRAME® BEARING COUPLERS MAY BE USED WHEN THREADED ROD IS CHECK WALL HEIGHT, HARDY FRAME® BEARING Nel Hola Down Screw Quantity •crew tv4 PLATE (HFXBP) MAY INCREASE DEFLECTION AND OUDJEUI IU IENOIUN LUADO UNLT. FLAIEO BCLOW IHE PANEL BASE OK CUSIOM HEGHI Model Height Depth Diameter Bott3 lop- Avallable at
KEOULI IN A DEUKCADE Ur ALLUWABLE ONCAR PANELS ARE AVAILABLE TO AVOID FILLERS GREATER Number (ll) (in) (in) Panel (ea) (ea) Edges (ea)
VALUC. BUILUING DESIGN PROPESSONAL MUSI THAN 1-1?"
ANALYZE er-cCIS FOR MAXIMUM ALLOWABLE VALUES INSTALL PANEL HFX-12,15,18,21 & 24x8 92-1/4 1 vota
COUPLERS MAY BE USED WHEN THREADED ROD IS ON CONCRETE HFX-12,15,18,21 & 24x9 104-1/4 15" Width SUBJECT TO TENSION LOADS ONLY. 18" Width
HFX-12,15,18,21 & 24x10 116-1/4 ÉÑÕ"O ÉÑ Ò •O
3-1/2 1-1/8 ZI vViaTr
HFX-15,18,21 & 24x11 128-1/4 24" Width
HFX-15,18,21 & 24x12
HFX-15,18,21 & 24×13 152-1/4|
NOTE: HARDY FRAME® STACKING WASHERS (HFSW) ARE REQUIRED IN THE TOP OF PANELS WHEN CONNECTING TO TENSION ANCHORS FROM ABOVE. HARDY FRAME® "STK PANELS" INCLUDE HFSW WASHERS PRE-WELDED IN THE TOP CHANNEL.
HOLD DOWN TENSION ANCHORS SPECIFIED AS STANDARD GRADE (STD) MUST COMPLY WITH ASTM F1554 GRADE 36 (OR EQUAL). MULU DUWI IENDIUN ANCHORO OPECIRICD AS HIGHSIRENGIHIHS 4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUME MUST COMPLY WITH ASTM A 193 GRADE B7 (OR EQUAL). TENSION ANCHORS (BOTH GRADES) CONNECT ENGINCEAEU VOw FAUDUGI TO THE UPPER AND LOWER PANELS WITH HARDENED ROUND WASHERS AND GRADE 8 NUTS. 4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUME A HARDY
NU H PLOUR OHCATHING IHENINS ALL HARDY
FRAME®HFSW" 'STACKING WASHER IS REQUIRED IN THE TOP CHANNEL OF THE LOWER PANEL
CNGINCCACU VVUD PAUDUUI FRAME BEARING PLATE (HFXBP) AND PANEL PER FLOOR SHEATHING NOTCHED. INSTALL PANEL ON (AVAILABLE PRE-WELDED IN A HARDY FRAME®"STK" PANEL). ALTERNATE WASHERS ARE (2 EA) NOICH FLOOK SHCA HING IHEN INSIALL HARDY INSTALLATION NOTES 3-6, DETAIL B/HFX3.
ROUND-FLAT OR (2 EA) SAE WASHERS AT EACH ANCHOR CONNECTION. ALTERNATE NUTS ARÉ 2H FRAME PANEL DIRECTLY ON RIMI NUTS AND WASHERS PER TABLE NOTE 1.
SO OTE UNALENT RECOMMENDED ACCESS HOLE LOCATED AT EDGE OF POST. HEAVY HEX.
NUTS AND WASH-RS P-R TARI C NOTF 1 1/4'" 4-1/2" (MIN) WS SCREWS QUANTITY PER TABLE u A NUIO AND WADHEKO FEK IABLE NOIC 1
1/4" x 4-1/2" (MINIMUM) WS SCREWS THROUGH JSP MP4F CONNECTORS, QUANTITY BY BUILDING DCIVCCI PANCL DAOE ANU INCAICU MUDOILL 1/4" DIAMETER MITEK®PRO SERIES™WS SCREWS. LENGTH IS 3" (MINIMUM) WHEN ATTACHING DIRECTLY PLUS OR MINUS 1-IL CAP IO BE FILLED WIH
BOTTOM OF PANEL MINIMUM QUANTITY PER TABLE. NUIO ANU WAONCRO PEK IABLE NOIC 1. TO THE COLLECTOR AND 4-1/2" (MINIMUM) WHEN INSTALLING A 2x FILLER ABOVE THE PANEL.
DCOIN FAUr COSIUNAL 5,000 PSI STRENGTH NON-SHRINK GROUT (MIN). FLOOR SYSTEM DETAILS - HFX PANELS USP MP4F CONNECTORS, QUANTITY BY BUILDING 1/4" DIAMETER MITEK®PRO SERIES ™WS SCREWS. LENGTH IS 4-1/2" (MINIMUM) AT CONNECTIONS TO THIS DETAIL SHEET IS NOT PROPRIETARY AND IS NOT REQUIRED FOR PLAN SUBMITTAL WITH MITEK® HARDY FRAME® PRODUCTS DESIGN PROFESSIONAL. PLOUK OTDI CMO AND DEAMO BELOV.
1/4" DIAMETER SCREWS ARE REQUIRED AT THE EDGES WHEN INSTALLING A FILLER GREATER THAN RAISED-OS CORNER RAISED BEARING PLATE 3 RAISED STEM WALL POST ON N&W 1-1/2 INCH ABOVE OR WHEN SPECIFIED BY THE DESIGN PROFESSIONAL.
NOTE: INSTALLATION ON FLOOR SYSTEMS WITH HARDY FRAME® BEARING PLATE (HFXBP)
INS I ALLALION
WITHOUT HARDY WITH HOLES PRE-DRILLED FOR 1-1/8" DIA. TENSION ANCHORS, INSTALL A SOLID 4x (MINIMUM) RIM IN FRAME BEARING FLOOR SYSTEM AT PANEL LOCATION. ALLOWABLE VALUE TABLES ASSUME THE RIM IS ENGINEERED WOOD
PLATE (HFXBP
MAY INCREASE NOTCH FLOOR SHEATHING THEN INSTALL HFXBP ON RIM WITH 6 EACH 1/4"X4-1/2" (MIN) "WS" SCREWS AT DEFLECTION AND EACH END.
RESULT IN A PLACE PANEL ON HFXBP.
DECREASE OF A c
ALLOWABLE WHEN STACKING PANELS, INSTALL "HFSW" STACKING WASHERS IN THE TOP CHANNEL OF THE LOWER PANEL. CONNECT LOWER TO UPPER PANELS WITH TENSION ANCHORS (GRADE PER PLANS) AND SECURE
SH-AR VALU-
BUILDING DESIGN AI BUIR ENDS WIIH HARDENED KOUND WASHERS AND GRADE 8 NUTS TO BE SNUG TIGHT. HARDY FRAME PROFESSIONAL "STK" PANELS THAT INCLUDE "HFSW" STACKING WASHERS PRE-WELDED IN THE TOP CHANNEL ARE MUST ANALYZE (6 AVAILABLE,
EFFECTS. WHEN MORE THAN 12 SCREWS ARE REQUIRED FOR THE BOTTOM CONNECTION OR JOINTS IN FRAMING MEMBERS OCCUR AT SCREW LOCATIONS, INSTALL ADDITIONAL 1/4"x4-1/2" WS SCREWS THROUGH THE
BASE OF PANEL WHERE THEY ALIGN WITH HOLES IN THE HFXBP
4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUME FOR STANDARD WALL HEIGHTS, INSTALL A 2x FILLER ABOVE PANEL (DTL 5/HFX2). FOR FILLERS GREATER 4X (MIN) KIM. ALLOVVABLE VALUE ABLES ASSUM-
4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUME ENGINEERED WOOD PRODUCT. THAN 1-1/2 IN. SEE DETAIL 6/HFX2. -NGINEER-D WOOD PRODUCT.
CNGINCCACU VOU PAUDUU!. NOTCH FLOOR SHEATHING THEN INSTALL HARDY NOTCH FLOOR SHEATHING THEN INSTALL HARDY
2. NOTCH FLOOR SHEATHING THEN INSTALL HARDY PRAMC FANCL DIREUILT ON KIM. 4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUME NOTE: INSTALLATIONS MAY VARY WITH JOB SPECIFIC CONDITIONS AND/OR SPECIFICATIONS FRAME® BEARING PLATE (HFXBP) AND PANEL PER ENGINEERED WOOD PRODUCT.
FRAME BEARING PLATE (H-XBP) AND PANELPERI HARDY FRAME SIACKING WASHER (HFSW) AT TOP BY IHE BUILDING DESIGN PROFESSIONAL.
INSTA ATION NOT-S 3.6 D-TAI RH-x3 OF PANEL REQUIRED WHEN CONNECTING TO 12. NOTCH FLOOR SHEATHING THEN INSTALL HARDY HARDY FRAME® STACKING WASHER (HFSW) AT TOP TENSION ANCHOR FROM ABOVE. STACKING WASHER (HFSW) AT TOF PRAME BCAKING FLAIC (HFADP) AND PANCL PEK OF PANEL REQUIRED WHEN CONNECTING TO 1-1/8" DIA. HOLD DOWN, HFSW AND N&W PER TABLE OF PANEL REQUIRED WHEN CONNECTING TO IND ALLALON NO 20 3-0.UE AIL BIH-X3 3" F PANEL WIDTH~ PANEL WIDIH • PANEL WIDTH- TENSION ANCHOR FROM ABOVE PROVIDED IN HARDY FRAME® HFTC KIT. IENDIUN ANUMUR FRUM ABUVE. USP POST CAP AND POST BASE BY THE BUILDING 1-1/8" DIA. HOLD DOWN. HFSW AND N&W PER TABLE DESIGN PROFESSIONAL. 1-1/8 IN. DIA HOLD DOWN, HFSW AND N&W PER TABLE /4" x 4-1/2" (MIN) WS SCREWS, QUANTITY PER TABLE. SHEAR WALL SYSTEM NO L T ARE PROVIDED IN HARDY FRAME HFIC KITI NUTS AND WASHERS PER TABLE NOTE 1.
NU CANC PRUVIUCU IN MARDY FRAMC MrIUKI USP MP4F CONNECTORS, QUANTITY BY BUILDING HFXBP12 HFXBP15 HFXBP18 1/4" x 4-1/2" (MIN) WS SCREWS, QUANTITY PER TABLE. 1/4" x 4-1/2" (MIN) WS SCREWS, QUANTITY PER 1/4 × 4-1/2 (MIN) Wo ouREWS. QUANHILY PER ABLC. DEOIGN PRURCOSIUNAL.
5. USP MP4F CONNECTORS, QUANTITY BY BUILDING 3" fa
LABLE •PANEL WIDTH
USP MP4F CONNECTORS, QUANTITY BY BUILDING PANEL WIDIM
DESIGN PROFESSIONAL. DESIGN PROFESSIONAL.
PYRAMID STACK 8 STACK @ OS CORNER STRAIGHT STACK CRIPPLE WALL HFXBP21 HFXBP24 TELEPHONE: 800 754-3030 / www.hardyframe.com HARDY FRAME 1732 PALMA DRIVE, SUITE 200, VENTURA, CA 93003
LOAD PATH FROM BEAM TO FOUNDATION AND CH-CK LOAD PATH FROM BEAM TO FOUNDATION AND CHECK LOAD PATH FROM BEAM TO FOUNDATION AND CHECK
THAT PANEL DRIFT IS WITHIN CODE LIMIT BY BUILDING THAT PANEL DRIFT IS WITHIN CODE LIMIT BY BUILDING THAT PANEL DRIFT IS WITHIN CODE LIMIT BY BUILDING DESIGN PROFESSIONAL. DESIGN PROFESSIONAL. DESIGN PROFESSONAL 5 4x (MIN) RIM, ALLOWABLE VALUE TĂBLES ASSUME MiTek
HOST HFRAME®. HOS (FRAME® 1 4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUME ENGINEERED WOOD PRODUCT. ENGINEERED WOOD PRODUCT.
DROP B-AM WTH- OOR-OISTAROV- P-R PAN WOOD BEAM PER PLAN. 4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUME NOTCH FLOOR SHEATHING THEN INSTALL HARDY SHEATHING THEN INSTALL HARDY NOTCH FLOOR SHEATHING THEN INSTALL HARDY NOTCH FLOOR SHEATHING THEN INSTALL HARDY FRAME® BEARING PLATE (HFXBP) AND PANEL PER -RAME® BEARING PLATE (HFXBP) AND PANEL PER
ENGINEERED WOOD PRODUCT
FRAME. BEARING PLATE (HFXBP) AND PANEL PER PRAME BRAKINGCLAIE HPXBP, AND PANELPAK NOTCH FLOOR SHEATHING THEN INSTALL HARDY NSTALLATION NOTES 3-6, DETAIL B/HFX:
INSTALLATION NOTES 3-6, INSTALLATION NOTES 3-6. DETAIL BHFX3 3.
STEEL BEAM PER PLANS FRAME® BEARING PLATE (HFXBP) AND PANEL PER STACKING WASHER (HFSW) AT TOP OF MARDY ГМЕ DIAUKING WAoNCK (HroW) AI IUP DATE:
HARDY FRAME® BEARING PLATE (HFXBP) OR BEARING HOLD DOWN ALL THREAD RODS THRU-BOLTED TO HARDY FRAME® BEARING PLATE (HFXBP) OR BEARING PANCL KEQUIKEU WMEN CUNNEUIING IU IENSION Or PANEL REOUIRED WHEN CONNECTING TOTENSION PLATE WASHER AT UNDERSIDE OF BEAM SIZED PER 3-6, DETAIL 1-1-2018
PLAIC WAONCR AI UNDCAOIUC UF DCAM OILCO FEN DU I I UM FLANOC UR DICEL DCAM DI DUILDING ANCHOR TROM ABUVE ANCHOR -ROM AROVF BUILDING DESIGN PROFESSIONAL TO LIMIT CRUSHIN( 1-1/8" DIA HOLD DOWN, HFSW AND N&W PER TABLE BUILDING DEDIGN PRUrEOOIUNAL IU LIMII DEOIGN PRUFCOS UNAL 1-18" DA. HOLD DOWN. HFSW AND N&W PER TABLI 1-1/8" DIA. HOLD DOWN, HFSW AND N&W PER TABLE ANCHOR FORCES NOTE 1 ARE PROVIDED IN HARDY FRAME®HFTC KIT.
CKUSHING PKOM TENS UN ANCHUK FOKLES. NUIS AND WASHERS AI PANEL BASE PER TABLE VOTE 1 AR- PROVIDFD IN HARDY FRAM- HFTC Kt NOTE 1 ARE PROVIDED IN HARDY FRAME® HFTC KIT. 1/4" x 4-1/2" (MIN) WS SCREWS, QUANTITY PER TABLE
NUTS AND WASHERS PER TABLE NOTE 1 NOTE 1 1-1/8" DIA. HOLD DOWN, HFSW AND N&W PER TABLE 1/4"' x 4-1/2" (MIN) WS SCREWS, QUANTITY PER TABLE. , QUANTITY PER TABLE.
USP MP4r CONNEC UKS. QUANIIIY BY BUILDING
1/4" x 4-1/2" (MIN) WS SCREWS, QUANTITY PER TABLE. NUIC I AKC FRUVIUCU IN MAKUY FRAMC Ar GKII.
DESIGN PROFESSIONAL USP MPAF CONNECTORS, QUANTITY BY BUILDING JSP MP4F CONNECTORS, QUANTITY BY BUILDING USP CONNECTORS BY DESIGN PROFESSIONAL 1/4" x 4-1/2" (MIN) WS SCREWS. QUANTITY PER TABLE. DESIGN PROFESSIONAL.
DESIGN PROFESSIONAL.
WOOD BM THRU-BOLT 12 11 STAGGERED THRU-BOLT(10 STAGGERED-HFP POST HFX3 DROP BM - FL SYSTEM 14 STEEL BM THRU-BOLT 13 HFP POSTS BELOW
CAIENEENEA SOMAYLAEIEN