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Permit#: B1610-033
<br /> Site Address: 4427 23RD AVE
<br /> Owner: GOZA MICHAEL E&CAROLYN HEfHE
<br /> Tenant: [TenName]
<br /> ' GENERAL NOTES App. Date: 10/Z5/2016
<br /> Proposed Use: SFR DEfACHED
<br /> A �pg �� �,<,`��,"r a�:�� � (�� � Description: ENCLOSE 200 SQUARE FEET OF IXISTING
<br /> 1 1. ALL LUMBER ON OR HELOB GRADE, W1THIN 18" OF FINLSHED GRADE SHALI, OR DIRECTLY HEARING ON CONCRETE L REFERENCE STANDARDS; ^' "`� r"� � � �� ���Ts�� - DECK T,� ��,tf�,� �j(J/.�/a�� �C�j�I��.
<br /> OR MA30NRY SHALL HE ACQ PRFSSURE TREATID HEM FIIt �2 GRADE OR EQUIVALENT (G=0.43) A3TM E 119
<br /> 2. AId. LiJ1�ER AHOVE GRADE (NON-DECIQNG) 3HALL HE HEM FII2 g2 GRADE OR EQUIVALENT (G=0.43) ASTM E 1300
<br /> 3. ALL FRAI[IIQG LiJ1�ER SHALL BE FIEM FIlt �2 GRADE OR EQUIVALENT (G=0.43) A3CE 7 Reviewed By: � �3te- ''%�T
<br /> 4. 1f00D 3TRUCTURAL PANIIS 3HALL BE 1/2" IIW. THICKNE4S, EXPOSURE 1 STRUCTURAL 3HEATHII�IG
<br /> 5. IN ALL INSTANCES IIf�RE ALA1@iUl[ C01�5 INTO CONTACT A1TH PRFS3URE TREATID 1/00D, PROVIDE DIELECTRIC 3EPARATION J. DFSIGN IAADS
<br /> THL9 3TRUCTURE HA3 BEEN DE9IGNID IN ACCORDANCE 1RTH, AND 1[EEf9 THE �OfFice Set �O17 SItE S2t Fire/Planning Set
<br /> WARNIIiG: DRII.LING, SAl1ING, SANDWG OR MACHIIdING 1100D PRODUCT3 GENERATFS WOOD DUST, A 3UBSTANCE KNOWN TO CAUSE RER�7'S OF THE INTERNATIONAL HUII.DING CODE, 2016, AND A3CE 7-10
<br /> CANCER AVOID �si.�G 1POOD DUST, OR USE A DUST MA9K OR OTf�R 3AFEGUARDS FOR PERSONAL PROTECTION.
<br /> 1. DEAD LOAD: 10 PSF
<br /> DECIQNG:
<br /> 1. ALL EXTERIOR DECKWG 3HALL BE ACQ PRES3URE TREATID E�1[ FIIt �!2 GRADE OR EQUIVALENT (G=0.43) 1. HA3IC WIND 3PEED: 110 1[PH
<br /> 2. ALL INTERIOR DECICIIdG SHAI.L BE ACQ PRFSSURE TREATID HEM FIR �2 GRADE OR EQUIVALENT (G=0.43) 2• �ORTANCE FACTOR 1.0
<br /> 3. FI,OOR IAAD: SO PSF DEAD IAAD, 40 PSF LNE LOAD 3. IIIIdD EXPOSURE CATEGORY: C
<br /> 4. DEFLF.'CTION: L/380 4. VEIACITY PRFSSURE E]�OSURE COEFFlCIEN1`. 0.85
<br /> 6. FIAOR SHEATHWG 3HALL CONSIST OF A YINII[iJl[ OF 1 LAYER OF 3/4' CDX EXTERIOR PLY1f00D 5. INTERNAL PRESSURE COEFFICIENT. +/-0.18 ENCLOSED DFSIGN (1I0R4T CA3E)
<br /> 8. FASTEN PLYIfOOD TO FRAMII-IG WITH Bd GALVANrLID NAIIS AT 8" O.C. AI.ONG PANEL IDGE AND 12" ON II�TERl�DIATE FRAIQNG 8. GUST EFFECT FACTOR 0.85 /-�
<br /> N L 7. TOPOGRAPHICAL FACTOR 1.0 �`' •f�
<br /> 7. SOIL BEARING PRES3URE SHALL HE A YINIMAY OF 1500 PSF �{ ��� A
<br /> 7. DIItECTIONALITY FACTOR 0.85
<br /> 8. DESIGN 1fII�iD PRES3URE: `-`' l,r\
<br /> B. CONCRET� MALL• 20.31 PSF � �
<br /> 1. ALL CONCREfE GRADE HEAMS AND FOOTDdG SHALL BE 3000 PSI 1[IIi, 12'X12" D�[[ENSION3 ROOF`. 30.36 PSF
<br /> E
<br /> 2. ALL CONCRETE FIId.ED SUPPORTED SI.ABS SHALL BE 3000 PSI YW., 4' YW. THICKNFSS C � � ?��� �ll
<br /> 3. FIBERI[F5H (3/4"PER CUBIC YARD MIId.) 1[EEl'ING APPROPRIATE ACI AND ASTY REQiJIftE�[ENTS 1. GROUND 3N011 LOAD: 25 P3F MIId. �� /,
<br /> MAY HE U3ID IN LIEU OF AEI.DED AIRE MFSH 2. EXPOSURE FACTOR 1.0 ��O�� �
<br /> 4. ALL SLABS ON GRADE SHALL BE 4" THICK 111TH FIBERMESH ON 8 MII. POLYEfFIYLENE VAPOR HARRIIER 3. Tf�R![AL FACTOR 1.1 (HEATED) p�'n • V
<br /> s. n i OVERPOUR CONCRETEHF4LI.ED 3UPPORTEDSLAH3,SDHALL BED�oo�si�3 H�.,�z•Mim�r.Bx�cxi�s 6. SI�.OPE �CTOR i o� l.o '�'�t S�r�FRF j'�.
<br /> 7. SOIL BEARING PRES3URE SHALL HE A MIIIIMUI[ OF 1500 P3F 8. STANDARD REDUCTION: 0.7
<br /> B. ALL CONCRETE SHALL COl[PLY R1TH THE REQUIItEYIId'IS OF ACI 318. 7. DESIGN ROOF IAAD: 19.25 P3F 1[IId.
<br /> B. DRIFT ALLAWANCE: 35 P3F 1RIANGULAR LOAD OVER 8'-0" PROJECTION
<br /> �. G�S "n''D°� ,� m°� C 0 N T E N T S:
<br /> 1. GLASS MUST CONFORI[ TO A3TM E1900. 1. SEL51[IC RESPON3E SPECTRAL ACCEI.EFtATION, SS = 0.65� Sa=1.44g
<br /> 2. ALL 11DdD0115 AND DOOR9 TO 1[EEf DESIGN LOADING AND ARE 1'0 HE INSTALI.ED PER MANUFACTURER 3PEC3. 2. SIIS�[IC II�[PORTANCE FACTOR 1.0
<br /> 3. STfE CLASS: D
<br /> n. sFararrr 4. DFSIGN SPECTRAL ACCEI.IItATION PARAI[ETERS, sns = o.se, SDl = 0.55 PAGE 1: GENERAL NOTES
<br /> 1. ALL SEALANT CONFORYS TO TT-S-001543-A. TT-S-002308, ASTY C-920 TYPE 3, 5. SIISYIC DESIGN CATEGORY: D
<br /> GRADE NS, CLASS 25. 8. LATII2AL RF56TII�iG 3YSTEM: BEARWG WALL, LIGHT FRAME 1RTH SHEAR PANEIS PAGE 2A: FOUNDATION PLAN
<br /> 7. RE9PON3E 1[ODIFICATION COEFFICIENT, R = 8.5
<br /> E. GASKEfS B. SYSTEM OVER STRENGTfi FACTOR = 2.6 PAGE 2B: FOUNDATION DETAILS
<br /> 1. ALL GASICEIS ARE CO-EXTRUDID AND ARE NON-1[IGRATORY. 9. SIISI(IC RESPONSE COEFFICIENT, Ce = 0.4224
<br /> F. FASTENERS x. nBHxEv,aTToxs PAGE 3-3C: ELEVATIONS
<br /> 1. ALL LAGUN OLFSLs 1[�A�FACTURER GALVANIZAED BOLT3 SPECIFIES�FOR U E WITH ACQ PRE99URE TREATED 1►OOD �os�usm oN Tf�EFnanrnGs Ht� �r�o suPP�ID� Mo�co�oN PAGE 4-7: CONNECTION DETAILS
<br /> 2. I�7C BOL15 HAS BE ASTII A326, PLATED W1TH 3TANDARD FLAT AA3HIILS AND NUT3 AHHREVIATIONS USED:
<br /> 3. ALL CONCRETE SCREWS SHAI.L HE 1/4• x z ��z �m�r., s�sox, �.�r�, xa�., TAPCON, xEn�nn, DYNAHOLT. PAGE 8: FLOOR AND ELECTRICAL PLAN
<br /> OR APPROVED EQUAL 1. TYP. - TYPICAL
<br /> 4. ALL 1[EfAL TIFS AND ASSOCIATID ACCES30RIFS SHALL HE HOT DIPPED GALVANIZID 2. 3IlL - s�[II.AR
<br /> 5. ALL LAG BOL15 SHALL HAVE A MIIIIMUM EMBEDMENT OF 8z HOLT DIAI[EETER IN1'0 STRUCTURAL FRAIIWG 3. UON - iJNI.E43 OTf�RR1If3E NOTED
<br /> (G=.42 1�NN.) 4. CONT. - CONTINUOUS
<br /> 8. LAG BOLTS AND 3CRE113 INTO WOOD FRAMII�IG 3HALL HE PROVIDID 111TH PIIAT HOL�S HAVD�IG A DIAMEfER 5. V.LF. - VERIFY IN FlELD
<br /> NOT GREATER THAN 70 PERCENT OF TF� Tf�2EAD DIAI�TER OF Tf� BOLT OR SCREII. ALL LAG HOLT3
<br /> AND SCREIIS SHALL BE INSERTED W PIIAT HOLES ITY TURNWG AND UNDER NO CII2CUMSTANCES ITY I' RF�PON3IBII'1TY
<br /> DRIVING A1TH A HAMl�R. 1. ALL SI1'E 110RF: 3HALL BE PERFOR![ED BY A LICENSED CONTRACTOR IN ACCORDANCE
<br /> 7. ALL EXPANSION ANCHORS SHAI.L BE DFSIGNED IN ACCORDANCE W1TH Tf� 3PECIFIC 1[ANiJFACTURER'3 REQUIREI[ENT3 �TH APPLICAHLE HUII.DING CODFS, IACAL ORDINANCES, ETC.
<br /> 2. CONTRACTOR SHALL VERIFY ALL DI1I�NSIONS AND DETAIIS, NOTIFYING ENGINEEfi OF
<br /> AND ALIANAHLE IAADS AND SHALL ONLY HE APPLIED IN CONDITIONS ACCEPTAHLE TO MANUFACTURER s
<br /> ANY D?SCREPANCIE44 HE.'f1IEEN DRAl1IldGS, FABRICATED PPENS, OR ACTUAL FIELD �
<br /> 8. ALL FA3TENER4 CONNECTDdG ALUMII[UM COI�ONEN15 OR PRE93URE TREATID L[JMHER ARE STAINLFS3 3TEEL d f�
<br /> TYPE 300 18-8 UNLESS l[ADT[JFACTURER GALVANIZID HOLT3 SPECIF'IFS FOR USE 1RTH ACQ PRES3URE CONDITION3 -�Js �`�lG c����'IC���
<br /> 3. ALL DETAIIS ON THESE DRAWII�TG3 ARE ENGINEERID BA3ED ON INFORI[ATION PROVIDED {'��-
<br /> TREATED 1100D, OR OTHERWISE NOTED ON PLAN3. BY THE CONTRACTOR �f�_��'j`"`� ��'-�r r�j-1 �
<br /> 9. ALL FASTENERS SHAL COMPLY 1P1TH ASTM A163 4. ANY DETAIIS NOT SHOWN ARE TO BE ENGINEERED W ACCORDANCE 11ITH STANDARD P �-��' ��-=��-i�`s-� ���C-'Y�
<br /> 10. ALL CONNECTORS SHALL COl[PLY 111TH ASTM A853 CLAS3 G-19b ENGINEERWG PRACTICE3 2E�F�SSIO?��'`1-�C���� ��dd OR•
<br /> 6. Tf�E PLANS ARE 3UBJECT TO 1[ODIFiCATIONS AS NECES3ARY TO 1[EEf CODE REQUIREMEti19 �U L E� �-s' � � F
<br /> G. BUII.DING SPECIFICATION3 116 2�'�1N C'I�E _�'l `��� 1�N
<br /> 1. SMOKE DETECTOR4 TO HE IN3TALLID PER II2C R313 OR TO FACIIITATE 1[ECHANICAL/PL1JA[BING IN3TALLATIONS OR TO INCORPORATE DE9IGN EA$T ER, �'�rjj z ^jl IT1 �
<br /> JA
<br /> 2. FIRE BLOCICIIdG SHALL HE PROVIDID PER IRC 3EC1'ION R802.8 �R����• MAj, ��G ST ��111�
<br /> ICI 8. ALL TEMPORARY 1PALL HRACING AND SAFETY RAII. DEPAIIS, AND SAFEPY PROCIDURFS, �R,'�1 �l�l N�
<br /> 3. WATER RFSISTANT GYPSUM HOARD TO HE INSTALLID AROUND HATHTUBS AND SHOWERS AI.ONG 111TH ALL SCAFFOLDWG AND TEE![PORARY STRUCTURES TO HE DESIGNID AND Z1�•�.����,'p� �93s= RO SID� $1
<br /> 4. PROVIDE A MII�I. OF 21" 1►AI.IQNG SPACE IN FRONT OF ALL PLUMBING FIXTURFS IN HA'1'HFt00MS �i �W�
<br /> MIII ENGINEERED BY OTf�R9.
<br /> AND 14" X 30� ACCESS PANII. AT TUB CONNECTIONS, IIHERE REQUIRID HY LOCAL
<br /> CODE. ALL SHOWER STALLS SHALL HAVE A MIId. FINLSHED AREA OF 1024 SQIN. 111TH A 7. ALL ELECTRICAJ. AND PLUMBING PLANS ARE SCHEMATIC ONLY AND NOT INTENDID A3 , GO ��Z?23�A �9802�
<br /> 1�I. O F 3 0" I N E A C H D I R E C T I O N. MII LOCATI�ONS D ADDPfIONAL INFORMATIO S IF REQUIRID, SHAId. EN PR�O ID BY A� �j'+ �;6 i iz��+Q �D�SS: E�,��T'I'1`��•
<br /> 5. BATHROONS WITH NO WII�IDOWS SHALL HE VENTED TO T!� EXTERIOR OF TFIE HUILDING. �
<br /> 8. ATl'IC 3PACES SHALL BE VENTILATID 1RTH RIDGE AND SOFFIT VENT3 PER MIId. CLA93 U.O.N. LICENSED ELECTRICAL AND/OR PLUI[HING SUHCONTRACI'OR OR ENGINEER 1 i `� ��'�S' r ����n;BY
<br /> ��,'.
<br /> 8. ALL MECHANICAL HVAC EQUIPMENT SHALL HE INSTALLED IN ACCORDANCE 1f1'I'H Tf� ,/A D�' L p�F�
<br /> 7. ROOFING MATERIAL SHALL BE A 1[W. OF CLAS3 C YAN[JFACTURE'S WSTALLATION WSTRUCTIONS AND THE REQUIRE�[ENTS OF THE LR.C. . �SIO� ���pgY:
<br /> 8. ALL FLA3HIIIG SHALL BE CORROSION-RESLSTANT. THESE PLAN3 DO NOT INCLUDE Tf� DFSIGN INTENT FOR ANY HVAC LACATIONS. i �
<br /> H
<br /> 9. INSULATION REQUIREMENIS PER CHAPTER 11,ENERGY EFFICIII�ICY, 2003 IIiC OR REQUIREMENI'S OF �` �D;1TE � , �� �H'�Z,UZ�
<br /> OF THE IECC FOR RESIDENTIAL HUILDINGS. COMPLiANC�E 1[ETHOD WII.L HE BY TOTAL ENVELOPE ADDPI'IONAL WFORMATION 9HALL BE PROVIDID BY A LICENSED MECHANICAL � ���G1�� I�I
<br /> PERFORMANCE AS SPECIF'fED IN SECTION 502.2.2 OF TfiE IECC. R-VALUFS SH01IN ARE MIId. 3UHCONTRACTOR OR ENGINEEFi. i� � � 23-1� `I,D���
<br /> I
<br /> AND MAY BE WCREA3ED PER ENERGY CALCULATION REQUIREMENT3 (HY OTf�R9) 9• Tf�SE PLAN3 PER'1'AIN TO TF� STRUCTURAL ELE�[ENTS OF THE PROJECT ONLY. ALL OTHER �� �� ;, 1 O" jZE
<br /> 10. CEII.WG INSULATION R-VALUE: 30 1�N. ASPECT3 3HOAN 111THW THESE PLAN3 ARE�INCLUDID PER Tf� CONTRACTOR'S REQUEST , 1, jV1��a
<br /> EXTERIOR AALL IN3ULATION R-VALUE: 21 1�1. AND D� NOT REPRESENT THAT THEY WHERE DE9IGNED OR REVIEWED EMC2 STRCUTURAL O t�,
<br /> DFSIGN INC. OR 'PHE ENGWEER OF RECORD. Tf� CONTRACTOR IS TO TAI� FULL .�� �� CCAL�'
<br /> FL ST!'E PREPARATION RFSPON9IHIIITY OF Tf�9E ASPECT3 AND MUST ENSURE THAT Tf�Y 1[EET ALL APPLICABLE � , fr � �j�` v T�LS
<br /> 1. ALL FOUNDATION SYSTE1f3 1IUST HE IN PLACID ON CLEAN, COl[PACTID, LOCAL AND NATIONAL CODFS AND ORDWANCFS. _�`,.�� SEE DE
<br /> . FILL/30IL WITH VAPOR BARRIER OF g
<br /> 2. IF EXI3TBdG FOUNDATION L4 TO REMAIN, FOOTII�iG AND SLAB 1[iJST HE VERII�'IED A3 �
<br /> ADEQUATE PER ENGINEERING DOCi7MENTATION � � ��//� � E:XF�IRE�S M.- �, 1
<br /> � • � U ' G 1
<br /> � .Q,�N�I� PA
<br /> Thesc plans are the piopcm�of P.�fC2 Structural Design,Inc. Any use oc ceproduction of these plans,in whole oz in part,without the wcitten permission from EMC2 Strucmral Desi�,m,Ine.is forbidden. Plans not valid without original engineet si�,matuxe.Plans aze not far use as"Generic"or"Masrei'Plans.
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