’ C:\Users\Owner\JOBS-MS\RAYMOND ST\CDS\RAYMOND.dwg, 6/23/2015 2:28:26 AM, DWG To PDF.pc3
Transcript
’C:\U
sers\Owner\JO
BS-M
S\R
AYM
OND
ST\C
DS\R
AYM
OND
.dwg, 6
/23
/20
15
2:2
8:2
6 A
M, D
WG
To PDF.pc3
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116 E. RAYMOND ST.
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C
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50'
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113-41-070 LOT 32
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EXISTING DRIVEWAY
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EXISTING BUILDING APROX. 940 S.F.
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NEW LANDSCAPED AREA
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NEW 6' H. CMU FENCE
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A-1
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ACCESSIBLE ROUTE
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NEW 6'H. MTL. GATE (PROVIDE KNOX BOX FOR FIRE DEPT.)
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10'X 20' VISIBILITY TRIANGLE (TYP.)
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5
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4
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1
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3
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HC SIGN
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A-1
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2
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50'
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P
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L
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50'
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P
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L
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50'
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NEW LANDSCAPED AREA
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113-41-069 LOT 31
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EXIST'G. 6' H. CMU FENCE
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NEW PARKING SPACES
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EXISTING CONC. DRIVE
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127'
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P
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L
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127'
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L
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127'
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EXISTING STRUCTURE 714 S.F.
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EXISTING STRUCTURE 800 S.F.
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A-1
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SITE
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1"=10'-0"
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NORTH
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SITE PLAN
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LOT ADDRESS: ZONING: LOT AREA: LOT: PARCEL NUMBER: SUBDIVISION: PROPERTY OWNER’S NAME: S NAME: LOT COVERAGE:
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116 E. RAYMOND ST.. A-1 6,350+ 6,350= 12,700 S.F. S.F. 31 & 32 113-41-069, 113-41-070 PATTON PLACE HECTOR ARMENDARIZ 2,454/ 12,700= 19.32%
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INDEX
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SHEET INDEX
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SITE . . . SITE PLAN & GEN. NOTES
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VICINITY MAP
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NORTH
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BROADWAY RD.
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PIONEER ST.
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7TH. AVE.
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7TH. ST.
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CENTRAL AVENUE
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RAYMOND ST.
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N.T.S.
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PROJECT DATA
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CCPR#
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KIVA#
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Q.S.
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SDEV#
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LPRN
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CITY STAMP
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PROJECT DESCRIPTION
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EXISTING BUILDINGS: CONSISTS OF 2 METAL STRUCTURES FOR FABRICATION OF POLISHED STONE COUNTERS. AN HOUSE TO BE USED AS OFFICE & A WAITING AREA AND ADMINISTRATIVE WORK. PROVIDES A FULL BATHROOM. NEW LANDSCAPE AND AUTOMATIC IRRIGATION SYSTEM. NEW PARKING SPACES
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20'
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10'
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5'
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0
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PARKING
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PARKING SYMBOL
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A. DEVELOPMENT AND USE OF THIS SITE WILL CONFORM TO ALL APPLICABLE CODES AND ORDINANCES. B. ALL NEW OR RELOCATED UTILITIES WILL BE PLACED UNDER GROUND. C. STRUCTURES AND LANDSCAPING WITHIN A TRIANGLE MEASURED BACK 10 FEET FROM THE PROPERTY LINE AND 20 FEET ALONG THE PROPERTY LINE ON EACH SIDE OF THE DRIVEWAY ENTRANCES WILL BE MAINTAINED AT A MAXIMUM HEIGHT OF 3'-0". D. OWNERS OF PROPERTY ADJACENT TO PUBLIC RIGHT OF WAY WILL HAVE THE RESPONSIBILITY FOR MAINTAINING ALL LANDSCAPING WITHIN THE RIGHT OF WAY IN ACCORDANCE WITH APPROVED PLANS. E. ANY LIGHTING WILL BE PLACED SO AS TO DIRECT THE LIGHT AWAY FROM ADJACENT RESIDENTIAL DISTRICTS AND WILL NOT EXCEED ONE FOOT CANDLE AT THE PROPERTY LINE. NO NOISE, NOISE, ODOR OR VIBRATION WILL BE EMITTED AT ANY LEVEL EXCEEDING THE GENERAL LEVEL OF NOISE, ODOR OR VIBRATION EMITTED BY USES IN THE AREA OUTSIDE OF THE SITE. F. ALL ROOFTOP EQUIPMENT AND SATELLITE DISHES SHALL BE SCREENED TO THE HEIGHT OF THE TALLEST EQUIPMENT. G. ALL SERVICE AREAS SHALL BE SCREENED TO CONCEAL TRASH CONTAINERS, LOADING DOCKS, TRANSFORMERS, BACKFLOW PREVENTOR, AND OTHER MECHANICAL OR ELECTRICAL EQUIPMENT FROM EYE LEVEL ADJACENT TO ALL PUBLIC STREETS. H. THE EXISTING STRUCTURES MUST COMPLY WITH THE CHANGE OF OCCUPANCY PROVISIONS IN THE PHOENIX CONSTRUCTION CODE PRIOR TO USE. I. AFTER FINAL APPROVAL THE PROJECT WILL BE INSPECTED FOR ZONING COMPLIANCE DURING CONSTRUCTION AND PRIOR TO OCCUPANCY. THE APPLICANT IS TO NOTIFY DSD PRIOR TO OCCUPANCY TO ARRANGE FOR INSPECTIONS. CALL 262-6981 AND REQUEST A DESIGN REVIEW INSPECTION. J. BARBED, RAZOR OR CONCERTINA WIRE (OR SIMILAR) SHALL NOT BE USED ON THIS SITE WHERE VISIBLE FROM PUBLIC STREETS OR ADJACENT RESIDENTIAL AREAS. K. ON SITE LIGHTING SHALL NOT EXCEED ONE FC (FOOT CANDLE) AT THE PROPERTY LINE. L. MAXIMUM NOISE LEVEL OF 55 DECIBELS (NORMAL SPEAKING VOICE) AT THE PROPERTY LINE. M. SITE LANDSCAPING, WALLS AND LIGHTING TO MATCH IN PHASED PROJECTS. N. ALL ON-SITE WATER LINES, INCLUDING THOSE REQUIRED FOR FIRE PROTECTION SHALL BE PRIVATE PLUMBING LINES SUBJECT TO THE PHOENIX PLUMBING CODE. O. ALL NEW SANITARY SEWER LINES WITHIN THE SITE SHALL BE PRIVATE PLUMBING LINES SUBJECT TO THE PHOENIX PLUMBING CODE OR THE ARIZONA DEPARTMENT OF ENVIRONMENTAL QUALITY (ADEQ AQUIFER PROTECTION PROGRAM (APP) GENERAL PERMIT 401 IN ACCORDANCE WITH ARIZONA ADMINISTRATIVE CODE TILE 18, CHAPTER 9, SECTION E301 (AAC R18-9-E301) WHICHEVER IS APPLICABLE. REFER TO THE ADEQ WEBSITE BELOW FOR INFORMATION ON THE APP GENERAL PERMIT 401: HTTP://WWW.SOSAZ.COM/POUBLICSERVICES/TITLE18/18-09.PDF.
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OCCUPANCY: WAREHOUSE S-1, OFFICE B CONSTRUCTION TYPE: V-B SPRINKLERS: NO FIRE ALARM: NO EMERGENCY LIGHTING: NO USE: FABRICATION OF STONE COUNTERTOPS
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PER SECTION 702 OF ORD. EXISTING OFFICE (1:300) 600 = 2 = 2 WAREHOUSE/ WORK AREA (1:1000) 1,514= 2 TOTAL = 4 = 4 TOTAL REQ'D. = 4 SP. TOTAL PROVIDED= = 5 SP. = 5 SP. INCLUDING 1 HANDICAP PARKING SPACE PER SEC. 702 OF ZONING ORD.
* ACCESS AISLE SHALL BE CLEARLY MARKED (CROSSHATCHING STRIPES
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SPACED 2 FT O.C. PREFERRED)
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INTERNATIONAL ACCESSIBLE SYMBOL REQUIRED
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* BLUE & YELLOW SYMBOL PREFERRED
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* SYMBOL CAN BE DISPLAYED WITHOUT BLUE BACKGROUND
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ACCESSIBLE SIGN REQUIRED - MUST NEVER BE OBSCURED
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REQUIRED STANDARD REGULATORY SIGN MAY BE MOUNTED ON CUSTOM /
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DECORATIVE POST OR BACKING PROVIDED MINIMUM STANDARDS ARE MET.
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1.
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2.
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3.
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4.
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5.
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PHOENIX CITY CODE
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SEC. 36-149
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CITY OF PHOENIX
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PARKING
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RESERVED
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FOR VEHICLES
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SHOWING DISABLED
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INSIGNIA OR LICENSE
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PLATE ONLY
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STANDARD REGULATORY SIGN REFLECTIVE .080 ALUM. WITH BLUE LETTERS ON WHITE BACKGROUND RECOMMENDED LETTERING SIZES: 2" X 1/4" LETTERS 6" H X 6" W SYMBOL 1 1/8" X 1/8" LETTERS 3/4" X 3/32" LETTERS 3/4" X 1/8" LETTERS SECURELY MOUNT SIGN ON A CITY APPROVED STATIONARY POST OR APPROVED WALL LOCATION GRADE (AT PARKING LOT SURFACE) CONCRETE FOOTING (TYP)
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4
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2
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WHEEL STOP
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1
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3
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THE PHOENIX BUILDING CONSTRUCTION CODE CONSISTS OF THE CITY OF PHOENIX ADMINISTRATIVE PROVISIONS, THE FOLLOWING CODES AND STANDARDS, AND CITY OF PHOENIX AMENDMENTS THERETO: 2012 INTERNATIONAL BUILDING CODE (IBC) 2012 INTERNATIONAL RESIDENTIAL CODE (IRC) 2012 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2012 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2012 INTERNATIONAL MECHANICAL CODE (IMC) 2012 INTERNATIONAL FUEL GAS CODE 2012 INTERNATIONAL CODE COUNCIL PERFORMANCE CODE 2011 NATIONAL ELECTRICAL CODE / NFPA-70 2012 INTERNATIONAL PLUMBING CODE (IPC) 2012 UNIFORM PLUMBING CODE (UPC)
THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN THE PROPERTY OF MARTIN SANDINO ARCHITECTURE + PLANNING, LLC UNAUTHORIZED USE OR REPRODUCTION WITHOUT PERMISSION OF THE ARCHITECT IS PROHIBITED. THIS DRAWING IS ONLY FOR USE IN CONNECTION WITH THIS PROJECT AND SHALL NOT BE USED FOR OTHER LOCATIONS. COPYRIGHT 2015, , MARTIN SANDINO ARCHITECTURE + PLANNING, LLC
THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN THE PROPERTY OF MARTIN SANDINO ARCHITECTURE + PLANNING, LLC UNAUTHORIZED USE OR REPRODUCTION WITHOUT PERMISSION OF THE ARCHITECT IS PROHIBITED. THIS DRAWING IS ONLY FOR USE IN CONNECTION WITH THIS PROJECT AND SHALL NOT BE USED FOR OTHER LOCATIONS. COPYRIGHT 2015, , MARTIN SANDINO ARCHITECTURE + PLANNING, LLC
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TOOLED EDGES TYPICAL
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F.G.
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(1) #4 BAR
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BASE MATERIAL.
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TOOLED EDGES TYPICAL
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4" CONCRETE SLAB O/ 4" ABC FILL
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1/2" EXP. JNT.
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(1) #4 BAR
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4" CONCRETE SLAB O/ 4" ABC FILL
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EXTERIOR PATIO
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PATIO/STEP
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B
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A
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SLAB EDGE & STEP
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6
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BATHTUB DETAIL
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CEMENT, FIBER-CEMENT OR
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2x BLOCKING
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FIBERGLASS SHOWER SURROUND
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RUN GYP. BD. 2ND LAYER TO CLOSEST CORNER
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PROVIDE GRAB BAR BLOCKING AS REQUIRES
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BATH TUB
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GLASS MAT GYPSUM
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7
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1
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TYP. EXT. WALL
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3/4"
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6" MIN.
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4" MIN.
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3 1/2"
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ONE KOTE IAPMO ES 382 OVER 2 LAYERS GRADE 'D' KRAFT WATER PROOF BUILDING PAPER OR ONE LAYER TYPE 15 ASPHALT SATURATED ORGANIC FELT PAPER
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PROVIDE 2X 6'S @ 24" O.C. ON TREATED 2X 6 BASE PLATE
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GALVANIZED WEEP SCREED
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FINISH GRADE
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STEM AND REINFORCING PER PLAN AND DETAILS
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3
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EXT. LOAD BEAR'G.
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P.T. 2X6 PLATE
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ONE KOTE STUCCO IAPMO ES 382 O/ VAPOR BARRIER
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1/2" A.B. @ 48" O.C.7" MIN. EMBED & 12" FROM PLATE ENDS. W/ 2" WASHER
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#4 BENT BAR @ 36" O.C.
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1/2" GYP. BD.
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R-19 INSULATION
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2X6 STUDS @ 24" O.C.
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H 2.5 @ 32" O.C.
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4" CONC. O/ 4" A.B.C.
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2-#4 CONT
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NAT. GRADE
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1/2" GYP. BD. BOTH SIDES
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NEW 2X FRAMED INTERIOR WALL
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2Xx TREATED PLATE.
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SOLE PLATE WITH HILTI SHOT PINS AS REQ'D PER MANUF'S. SPEC'S.
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NEW CONC. SLAB O/ 4" A.B.C. FILL
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INT. WALL BASE
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2
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5
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DOOR BLOCKOUT
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PER PLAN
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PROVIDE 1/2" X 10" A.B. MAX. 12" FROM CORNERS AND OPENINGS TYP.
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DEPRESS STEM
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BLOCK OUT OPENING 2" WIDER THAN DOOR OPENING TYP. BOTH SIDES
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FTG. @ DOOR
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DOOR OPENING BEYOND
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4" CONC.
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4" A.B.C.
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2-#4 CONT
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FIN. FLR. LINE FOR CONC. SLAB
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FIN. GRADE BEYOND
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4
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NORTH
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15/32" PLYWOOD OR O.S.B. SHEAR PANEL - 4'X8'
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SHEAR WALL TYPE
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1
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MARK
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SHEAR WALL SCHEDULE
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PANEL EDGE NAIL
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8d @6" O.C.
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8d @12" O.C.
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FIELD NAIL
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PROVIDE SIMPSON HTTP14 @ THIS LOCATION.
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9
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8
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EXTERIOR STUCCO
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NOTE:
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NOTE: MIN. 0.021" (NO.26 GAUGE) CORROSION-RESISTANT WEEP SCREED WITH A MIN. VERT.ATTACHMENT FLANGE OF 3 1/2".
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STUCCO, PER KWIK- KOTE MFR'S SPECS. ASTM C1328- 05
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WEATHER RESISTIVE BARRIER IS REQUIRED BEHIND FOAM PLASTIC SUBSTRATES & OVER OTHER SUBSTRATES.
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TWO LAYERS OF GRADE "D" WEATHER RESISTIVE BARRIER; BUILDING PAPER APPLIED DIRECTLY TO EXTERIOR SIDE OF STUD FRAMING. STAGGER JOINTS, LAPPED HORIZ. 6" MIN., VERTICAL 2" MIN.
THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN THE PROPERTY OF MARTIN SANDINO ARCHITECTURE + PLANNING, LLC UNAUTHORIZED USE OR REPRODUCTION WITHOUT PERMISSION OF THE ARCHITECT IS PROHIBITED. THIS DRAWING IS ONLY FOR USE IN CONNECTION WITH THIS PROJECT AND SHALL NOT BE USED FOR OTHER LOCATIONS. COPYRIGHT 2015, , MARTIN SANDINO ARCHITECTURE + PLANNING, LLC
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NORTH
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1/4"=1'-0"
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1
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EAST ELEVATION
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SECTION A - A
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1/4"=1'-0"
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ELEVATION & SECTIONS
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NORTH ELEVATION
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WEST ELEVATION
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1/4"=1'-0"
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1/4"=1'-0"
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SOUTH ELEVATION
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1/4"=1'-0"
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SLOPE
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SLOPE
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2-2X4 HDR
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2-2X8 HDR
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2-2X4 HDR
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2-2X8 BEAM
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2-2X8 BEAM
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2-2X8 HDR
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2-2X8 HDR
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24" OVERHANG
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SLOPE
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9
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A-3
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10
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A-3
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13
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A-1
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10
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A-3
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2-2X4 HDR
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RIDGE
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RIDGE
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4X12 BEAM
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4X12 BEAM
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12" OVERHANG
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HIP
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HIP
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HIP
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2-2X4 HDR
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2-2X8 BEAM
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ROOF PROTECTION LINE ABOVE
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1
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A-3
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1
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A-3
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6
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A-3
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11
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A-1
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12
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A-1
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3
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A-3
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7
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A-3
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8
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A-3
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12
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A-3
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FRAMING PLAN & DETAILS
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A-3
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1/4"=1'-0"
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FRAMING PLAN
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BM. TO WALL POST CONN.
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BEAM PARALLEL TO WALL BEAM SEE FRAMING PLAN.
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BEAM PERPENDICULAR TO WALL BEAM SEE FRAMING PLAN.
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SIMPSON ST2215 STRAP CENTER OVER CLEAR SPAN
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DBL 2x6 POST U.N.O. ON PLAN
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DOUBLE 2x6 TOP PLATE CONT.
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SIMPSON ST2215 STRAP CENTER OVER CLEAR SPAN
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SEE FRAMING PLAN FOR BEAM SIZE
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SIMPSON ST2215 STRAP ON BOTH SIDES OF BEAM AT POST CENTER OVER CLEAR SPAN
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SIMPSON ST2215 STRAP ON BOTH SIDES OF BEAM AT POST CENTER OVER CLEAR SPAN
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DBL 2x6 POST U.N.O. ON PLAN
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DBL 2x6 TRIMMER @ GARAGE AND PATIO & WHERE SPECIFIED ON PLANS
THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN THE PROPERTY OF MARTIN SANDINO ARCHITECTURE + PLANNING, LLC UNAUTHORIZED USE OR REPRODUCTION WITHOUT PERMISSION OF THE ARCHITECT IS PROHIBITED. THIS DRAWING IS ONLY FOR USE IN CONNECTION WITH THIS PROJECT AND SHALL NOT BE USED FOR OTHER LOCATIONS. COPYRIGHT 2015, , MARTIN SANDINO ARCHITECTURE + PLANNING, LLC
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2-3X 16
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2-3X 14
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2-3X 6
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2-3X 8
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2-3X 12
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2-3X 10
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14' 0"
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16' 0"
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6' 8"
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8' 8"
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10' 8"
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12' 6"
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ALLOWABLE SPAN
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HDR. SIZE
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2-2X 4
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2-2X 8
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2-2X 6
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2-2X 14
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2-2X 10
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2-2X 12
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3' 5"
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8' 3"
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9' 8"
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10' 9"
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5' 3"
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6' 8"
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7' 3"
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4X 8
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4X 14
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4X 12
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4X 10
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9' 0"
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10' 3"
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11' 8"
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4X 6
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4X 4
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6' 8"
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3' 9"
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6X 6
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6X 12
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6X 14
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6X 10
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6X 8
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6' 3"
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8' 9"
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11' 0"
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13' 3"
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16' 8"
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ALLOWABLE SPAN
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HDR. SIZE
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TOP PLATE SPLICE
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SPLICE
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(18) COMMON NAILS
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SPLICE
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2-2X6 PLATES HEM-FIR #2
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11
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12
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2-2X 6 TOP PLATE
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CRIPPLES @ 16" O.C.
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POST WHERE OCCURS (SEE PLAN)
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16d NAIL @ 4" O.C.
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KING STUD
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HEADER OR BEAM PER PLAN
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SIMPSON ST292-ENGAGE BOTH TRIMMERS (6-16d TO BEAM & POST EACH EACH SIDE)
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2-2X 6 TRIMMER OR 6X 6 POST (PER PLAN)
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NOTE: ALL OPENING & BEARING HEADER 6'-0" OR GREATER TO HAVE DOUBLE TRIMMERS UNLESS NOTED OTHERWISE.
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1
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BM. OR BM. CONN.
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2
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3
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4
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5
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6
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7
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8
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9
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STANDARD RIDGE DTL.
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DOUBLE ROOF SHINGLES AT RIDGE
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1/2" A.P.A. SHTG.
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ROOF FRAMING PER PLAN
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TRUSSES PER PLAN, BLOCKING & BRACING AS PER TRUSS CO.
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TRUSS & WALL CONN.
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E.I.F.S.
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2-2x6 TOP PLATE
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2x FASCIA
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H 2.5 EVERY TRUSS BOTH ENDS.
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2x6 STUDS @ 16" O.C.
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1/2" GYP. BOARD
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R-19 INSULATION
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PRE-FAB. TRUSS
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1/2" OSB.
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R-30 INSULATION
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2x_ SCREEN VENT NAILED W/ 16d TO TOP PLATE & TRUSSES, DIAPHRAGM NAILING 8d @ 6" O.C. THRU PLYWOOD
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EXT. LOAD BEAR'G.
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H 2.5 EVERY TRUSS BOTH ENDS.
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WOOD BEAM (SEE FRAMING)
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PRE-FAB. TRUSS
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1/2" OSB.
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R-30 INSULATION
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2x SCREEN VENT NAILED W/ 16d TO TOP PLATE & TRUSSES, DIAPHRAGM NAILING 8d @ 6" O.C. THRU PLYWOOD
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H 2.5 EVERY TRUSS BOTH ENDS.
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BR'G. HT.
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ROOF @ GABLE END
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1
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8d NAILS @ 6" OC
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2X 4 FLAT AT 24" O.C. NOTCH END TRUSS TO PASS THRU & SUPPORT FASCIA
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5/8" GYP BD @ CEILING
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PRE-FAB. TRUSSES
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DBL. 2X 6 CONT. TOP PLATE
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2x8 FASCIA
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2x4 DIAG. @ 48" O.C.
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A35 FRAMING ANCHOR EACH SIDE OF STUDS
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2x4 BLKG. @ 48" OC
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4-16d
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2-16d EA. END
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2X 6 @ 16" O.C. MAX W/ R-19 INSULATION
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VALLEY O/ FRM'G.
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ASPHALT SHINGLES TO MATCH EXIST'G.
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2x8 VALLEY PLATE W/ 2x6 RAFTERS OR 2x10 VALLEY PLATE W/ 2x8 AND LARGER RAFTERS-TYP.
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2-16d NAILS AT EACH LOC. WHERE VALLEY BLK'G. CROSSES TRUSS
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ROOF TRUSSES
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8d NAILS @ 6" O.C.
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2x_ RAFTERS
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CONTINUE ROOF SHEATHING UNDER OVER-FRAME
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BLKG. TO BE SUBSTITUTED FOR PLATE WHEN VALLEY SET TRUSSES ARE USED.
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BOTTOM CHORD OF ROOF TRUSSES
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SIMPSON STC @ EACH TRUSS
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2X FRAMING @ 24" O.C.
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INT. TRUSS @ WALL
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BM. TO POST CONN.
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3
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4
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PERMISSABLE SPLICE LOCATION ONLY IF NOTED ON PLAN
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1. SEE FRAMING PLAN FOR BEAM SIZE 2. SEE FRAMING PLAN FOR POST SIZE 3. SIMPSON ACE6 POST CAP ON BOTH SIDES 4. SIMPSON AC6 POST CAP ON BOTH SIDES
