|
Permit#: B1707-037
<br /> t'✓4"411111. Site Address: 4021 FRIDAY AVE
<br /> Owner: MILLER MIKE&BECKY
<br /> H. SITE PREPARATION Tenant: [TenNamej
<br /> 1. ALL FOUNDATION SYSTEMS MUST BE IN PLACED ON CLEAN, COMPACTED,
<br /> FILL/SOIL WITH VAPOR BARRIER App.Date: 7/17/2017
<br /> 2. IF EXISTING FOUNDATION IS TO REMAIN, FOOTING AND SLAB MUST BE VERIFIED AS Proposed Use: SFR DETACHED
<br /> ADEQUATE PER ENGINEERING DOCUMENTATION
<br /> GENERAL NOTES L REFERENCE STANDARDS;
<br /> Description: ADDITION TO EXTG SFR
<br /> ASTI( E 119
<br /> ASTM E 1300 41-
<br /> A. WOOD: ASCE 7 Reviewed By: Date: SOSX-
<br /> 1. ALL LUMBER ON OR BELOW GRADE, WITHIN 18" OF FINISHED GRADE SHALL, OR DIRECTLY BEARING ON CONCRETE J. DESIGN LOADS )(Office Set Job Site Set Fire/Plannin Set
<br /> OR MASONRY SHALL BE ACQ PRESSURE TREATED HEM FIR #2 GRADE OR EQUIVALENT (G=0.43) THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE writ AND MEETS THE g
<br /> 2. ALL LUMBER ABOVE GRADE(NOKDECKING) SHALL BE HEM FIR #2 GRADE OR EQUIVALENT (G=0.43) REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, 2015, AND ASCE 7-10
<br /> 3. ALL FRAMING LUMBER SHALL BE:HEM:FIR #2 GRADE OR EQUIVALENT (G=0.43)
<br /> 4. WOOD STRUCTURAL PANELS SHALL-BE 1//$" mm.LTHICKNESS, EXPOSURE 1 STRUCTURAL SHEATHING 1. DEAD LOAD: 10 PSF
<br /> 5. IN ALL-INSTANCES WHERE ALUMINUM COMES INTO CONTACT WITH PRESSURE TREATED WOOD, PROVIDE DIELECTRIC SEPARATION
<br /> • : -„ : • • _ 1. BASIC WIND SPEED: 115 MPH
<br /> WARNING: DRILLING, SAWING, SANDING OR MACHINING'WOOD PRODUCTS GENERATES WOOD DUST, A SUBSTANCE KNOWN TO CAUSE 2. IMPORTANCE FACTOR 1.0
<br /> CANCER. AVOID INHALING WOOD DUST, OR USE A DUST MASK OR OTHER SAFEGUARDS FOR PERSONAL PROTECTION. 3. WIND EXPOSURE CATEGORY: B
<br /> 4. VELOCITY PRESSURE EXPOSURE COEFFICIENT`. 0.7
<br /> DECKING: 5. INTERNAL PRESSURE COEFFICIENT. +1-0.18 ENCLOSED DESIGN (WORST CASE)
<br /> 1. ALL EXTERIOR DECKING SHALL BE ACQ PRESSURE TREATED HEM FIR #2 GRADE OR EQUIVALENT (G=0.43) 6. GUST EFFECT FACTOR 0.85
<br /> 2. ALL INTERIOR DECKING SHALL BE ACQ PRESSURE TREATED HEM FIR #2 GRADE OR EQUIVALENT (G=0.43) 7. TOPOGRAPHICAL FACTOR: 1.0
<br /> 3. FLOOR LOAD: 10 PSF DEAD LOAD, 40 PSF LIVE LOAD 7. DIRECTIONALITY FACTOR 0.85
<br /> 4. DEFLECTION: L/360 8. DESIGN WIND PRESSURE:
<br /> 5. FLOOR SHEATHING SHALL CONSIST OF A MINIMUM OF 1 LAYER OF 3/4" CDX EXTERIOR PLYWOOD WALL 17.33 PSF C 0 N T E T S.
<br /> 8. FASTEN PLYWOOD TO FRAMING WITH 8d GALVANIZED NAILS AT 8" O.C. ALONG PANEL EDGE AND 12" ON INTERMEDIATE FRAMING ROOF: 22.47 PSF
<br /> 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF i. GROUND SNOW LOAD 25 PSF MLN.
<br /> B. CONCRETE 2. EXPOSURE FACTOR 1.0 PAGE 1: GENERAL NOTES
<br /> 1. ALL CONCRETE GRADE BEAMS AND FOOTING SHALL BE 2500 PSI MIN, 12"X12" DIMENSIONS 3. THERMAL FACTOR 1.1 (HEATED)
<br /> 2. ALL CONRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI MIN, 4" MIN. THICKNESS4. IMPORTANCE FACTOR 1.0 PAGE 2A: FOUNDATION PLAN
<br /> 3. FIBERMESH (3/4"PER CUBIC YARD MIN.) MEETING APPROPRIATE ACI AND ASTM REQUIREMENTS 6. SLOPE FACTOR 1.0
<br /> 6. STANDARD REDUCTION 0.7
<br /> MAY BE USED IN LIEU OF WELDED WIRE MESH 7. DESIGN ROOF LOAD: 19.25 PSF M . PAGE 2B: FOUNDATION DETAIL
<br /> MIN.4. ALL SLABS ON GRADE SHALL BE 4" THICK WITH FIBERMESH ON 6 MIL POLYETHYLENE VAPOR BARRIER 8. DRIFT ALLOWANCE: 5.75 PSF (NO DRIFT) PAGE 2C: FLOOR PLAN
<br /> 5. ALL REINFORCING SHALL BE GRADE 50 (50 KSI MIN.) DEFORMED BARS, #3 BARS MAY BE GRADE 40 9. TOTAL LOAD ON ROOF: 25 PSF
<br /> 6. ALL OVERPOUR CONRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI MIN., 2" MIN. THICKNESS PAGE 3: PLAN VIEW
<br /> 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF 1. SEISMIC RESPONSE SPECTRAL ACCELERATION, Si = 0.515gt Ss=1.355g
<br /> 8. ALL CONCRETE SHALL COMPLY WITH THE REQUIREMENTS OF ACI 318. 2. SEISMIC IMPORTANCE FACTOR 1.0 PAGE 3A: ELEVATIONS
<br /> 3. SITE CLASS: D
<br /> C. GLASS WINDOWS AND DOORS 4. DESIGN SPECTRAL ACCELERATION PARAMETERS, SITS = 0.904, SDI = 0.515 PAGE 3B: ELEVATIONS
<br /> 1. GLASS MUST CONFORM TO ASTM E1300. 5. SEISMIC DESIGN CATEGORY: 1)
<br /> 2. ALL WINDOWS AND DOORS TO MEET DESIGN LOADING AND ARE TO BE INSTALLED PER MANUFACTURER SPECS. 6. LATERAL RESISTING SYSTEM: BEARING WALL, LIGHT FRAME WITH SHEAR PANELS
<br /> 7. RESPONSE MODIFICATION COEFFICIENT. R = 8.5 PAGE 4: CONNECTION DETAILS
<br /> D. I. LANT ALL SEALANT CONFORMS TO 'TT-S-001543-A, 'IT-S-002306, ASTM C-920 TYPE S. 8. sSESIMIC TEM OVER
<br /> OEEFFFI COEFFICIENT,, Cs 2 50.3975 PAGE 5: CONNECTION DETAILS
<br /> GRADE NS, CLASS 26.
<br /> It ABBREVIATIONS PAGE 6: CONNECTION DETAILS
<br /> . E. GASKETS THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT AIL
<br /> 1. ALL GASKETS ARE CO-EXTRUDED AND ARE NON-MIGRATORY. THOSE USED ON THESE DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON PAGE 7: FRAMING AND ELECTRICAL PLANS
<br /> ABBREVIATIONS USED:
<br /> F. FASTENERS
<br /> 1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 300 18-8, WITH STANDARD FLAT WASHER 1. TYP. - TYPICAL
<br /> UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES FOR USE WITH ACQ PRESSURE TREATED WOOD 2. SIM. - SIMILAR
<br /> 2. HEX BOLTS HAS BE ASTM A325, PLATED WITH STANDARD FLAT WASHERS AND NUTS 3. UON - UNLESS OTHERWISE NOTED
<br /> 3. ALL CONCRETE SCREWS SHALL BE 1/4" X 2 1/2 MIN., SIMPSON, HILT1, RAWI, TAPCON, REDHEAD, DYNABOLT, 4. CONT. - CONTINUOUS
<br /> OR APPROVED EQUAL 6. V.LF. - VERIFY IN FIELD
<br /> 4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE HOT DIPPED GALVANIZED
<br /> 5. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF Ba BOLT DIAMETER INTO STRUCTURAL FRAMING L. RESPONSIBILITY
<br /> (G=.42 MIN.) 1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN ACCORDANCE
<br /> 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE PROVIDED WITH PILOT HOLES HAVING A DIAMETER WITH APPLICABLE BUILDING CODES, LOCAL ORDINANCES, ETC. mss-}
<br /> GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW. ALL LAG BOLTS 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, NOTIFYING ENGINEER OF ___&„..._''''' ' ,...,e+-.. "----
<br /> NOT �...
<br /> AND SCREWS SHALL BE INSERTED IN PILOT HOLES BY TURNING AND UNDER NO CIRCUMSTANCES BY ANY DISCREPANCIES BETWEEN DRAWINGS. FABRICATED ITEMS, OR ACTUAL FIELD _s
<br /> DRIVING WITH A HARS R 3. ALL DETAILS OCONDITION THESE DRAWINGS ARE ENGINEERED BASED ON INFORMATION PROVIDED P `fir �`�l � "tri. ��r`E-' ��
<br /> 7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S RERREQUIREMENTSBY THE CONTRACTOR Rpt SI ''--"'s--5-.--,--1"---..‹..-. FOR:AND ALLOWABLE LOADS AND SHALL ONLY BE APPLIED IN CONDITIONS ACCEPTABLE TO MANUFACTURERfiES .1 r. F
<br /> 8. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR PRESSURE TREATED LUMBER ARE STAINLESS STEEL 4. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED IN ACCORDANCE WITH STANDARD ZE ANAL El tea-s ..�.
<br /> TYPE 300 18-8 UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES FOR USE WITH ACQ PRESSURE ENGINEERING PRACTICES 11$ 1 "AL NGINEE --���--"- -- "'� 1110N
<br /> TREATED WOOD, OR OTHERWISE NOTED ON PLANS. 6. THESE PLANS ARE SUBJECT TO MODIFICATIONS AS NECESSARY TO MEET CODE REQUIREMENTS iviALAST ieb. R � ADD i l /'E-t
<br /> 9. ALL FASTENERS SHAT COMPLY WITH ASTM A153 OR TO FACILITATE MECHANICAL/PLUMBING INSTALLATIONS OR TO INCORPORATE DESIGN VER1�j ST Roo 11n"� 1pJ NLi
<br /> 10. ALL CONNECTORS SHALL COMPLY WITH ASTM A853 CLASS 0-185 IMPROVEMENTS. 217,652,6�3�r 19355 RO IwS�
<br /> G. BUILDING SPECIFICATIONS
<br /> 6. ALL TEMPORARY ALLLL CCAAFFOLDING TEMPORAAND SAFETY RAIL RYTSTRUCTUREAND SAFETYS PROCEDURES,
<br /> D DESIGNED AND MILL 401211 �� 8201
<br /> L SMOKE DETECTORS TO BE INSTALLED PER INC P.318 ENGINEERED BY OTHERS.
<br /> 2. FIRE BLOCKING SHALL BE PROVIDED PER INC SECTION 8802.8 7. ALL ELECTRICAL AND PLUMBING PLANS ARE SCHEMATIC ONLY AND NOT INTENDED AS u 4 ADDS: EIRE
<br /> 3. WATER RESISTANT GYPSUM BOARD TO BE INSTALLED AROUND BATHTUBS AND SHOWERS ENGINEERED DRAWINGS. THESE PLANS REPRESENT THE DESIGN INTENT FOR 1TEM11
<br /> $Y:
<br /> 4. PROVIDE A MIN. OF 21" WALKING SPACE IN FRONT OF ALL PLUMBING FIXTURES IN BATHROOMS LOCATIONS. ADDITIONAL INFORMATION. IF REQUIRED, SHALL BE PROVIDED BY A '� DRAWN IFI'
<br /> AND 14" X 30" ACCESS PANEL AT TUB CONNECTIONS, WHERE REQUIRED BY LOCAL LICENSED ELECTRICAL AND/OR PLUMBING SUBCONTRACTOR OR ENGINEER � n� Sj0N. $Y
<br /> CODE ALL SHOWER STALLS SHALL HAVE A MIN. FINISHED AREA OF 1024 SQIN. WITH A 8. ALL MECHANICAL HVAC EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE
<br /> REV'S' t LEAN
<br /> MIN, OF 30" IN EACH DIRECTION. MANUFACTURE'S INSTALLATION INSTRUCTIONS AND THE REQUIREMENTS OF THE LRC. ' N l 'ON DgIGI'+�'DA 7& BATHROOMS WTTH NO N A Z
<br /> 8. ATTIC SPACES SHALL BBVENT VENTILATED WITH RIDGE AND SOFFIT VENTS PER MIN. CLASS U.0.N. r /' i r ,j i j REST'
<br /> D
<br /> OF THE THESE PLANS DO NOT INCLUDE THE DESIGN INTENT FOR ANY HVAC LOCATIONS.
<br /> ADDITIONAL INFORMATION SHALL BE PROVIDED BY A LICENSED MECHANICAL � s
<br /> 7. ROOFING MATERIAL SHALL BE A MDL OF CLASS C SUBCONTRACTOR OR ENGINEER. / •",, N/A
<br /> 8. ALL FLASHING SHALL BE CORROSION-RESISTANT 9. THESE PLANS PERTAIN TO THE STRUCTURAL ELEMENTS OF THE PROJECT ONLY. ALL OTHER a rt ,1'
<br /> !''ATE'
<br /> 9. INSULATION REQUIREMENTS PER CHAPTER 11,ENERGY EFFICIENCY, INC OR REQUIREMENTS OF ASPECTS SHOWN WITHIN THESE PLANS ARE INCLUDED PER THE CONTRACTORS REQUEST a 5'
<br /> OF THE IECC FOR RESIDENTIAL BUILDINGS. COMPLIANCE METHOD VIII BE BY TOTAL ENVELOPE AND DO NOT REPRESENT THAT THEY WHERE DESIGNED OR REVIEWED EMC2 STRCUTURAL a T
<br /> PERFORMANCE AS SPECIFIED IN SECTION 502.2.2 OF THE IECC. R-VALUES SHOWN ARE MIN. DESIGN INC. OR THE ENGINEER OF RECORD. THE CONTRACTOR IS TO TAKE FULL w M"' SEE D
<br /> AND MAY BE INCREASED PER ENERGY CALCULATION REQUIREMENTS (BY OTHERS) LOCALESPO AND NA OF lOFAT�EEASPECTS AND S AND ORDINANCES.MUST ENSURE THAT THEY MEET ALL APPLICABLE � , Of�
<br /> 10. CEILING INSULATION R-VALUR 38 THIN. j'
<br /> EXTERIOR WALL INSULATION R-VALUE 21 MIN 1
<br /> 1 ..' thi PAGE' 1 ..'
<br /> / 1 �
<br /> These plans are the property of EMC2 Structural Design,Inc.Any use or reproduction of these plans,in whole or in part,without the written permission from EMC2 Structural Design,Inc.is forbidden. Plans not valid without original engineer signature.Plans are not for use as"Generic"or'blaster"Plans.
<br />
|