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PMT16-02395 City of Menifee Permit No.: PMT16-02395 29714 HAUN RD. �CCEL/_> MENIFEE,CA 92586 Type: Residential Addition MENIFEE Date Issued: 07/2612016 PERMIT Site Address: 29960 PEBBLE BEACH DR, MENIFEE, Parcel Plumber: 336-133-010 CA 92586 Construction Cost: $21.700.00 Existing Use: 1 &2 Family Residence Proposed Use: Description of INSTALL 12'x 19' PATIO ENCLOSURE WITH 13'x 22'ROOF AND 4 OUTLETS,3 LIGHTS, INSTALL Work: 14'x 2T AND 10'x 6'SOLID ALUMAWOOD PATIO COVER Owner Contractor MARIO ROMO TRADER DAN'S INC 29960 PEBBLE BEACH DRIVE 840 S ROCHESTER AVE STE C MENIFEE,CA 92586 ONTARIO, CA 91761 Applicant Phone:9093900555 DON DAUGHENBAUGH License Number: 517575 TRADER DAN'S INC DBA ROOMS N COVERS 840 S ROCHESTER AVE STE C ONTARIO, CA 91761 Fee Description QQtt t Amount($1 Receptacle, Switch, Outlet&Fixture 7 146,00 Building Permit Issuance 1 27.00 Deck/Patio. non-standard 1 133.00 GREEN FEE 1 1.00 SMIP RESIDENTIAL 1 3.00 General Plan Maintenance Fee-Building 1 6.65 General Plan Maintenance Fee-Electrical 1 7.30 $323.95 The issuance of this permit shall not prevent the building official from thereafter requiring the correction of errors in the plans and specifications or from preventing builiding operations being carried on thereunder when in violation of the Building Code or of any other ordinance of City of Menifee.Except as otherwise stated,a permit for construction under which no work is commenced within six months after issuance,or where the work commenced is suspended or abandoned for six months,shall expire,and fees paid shall be forfeited. AA_Bldg_Perrnit_Template.rpt Page 1 of 1 CITY OF MENIFEE LICENSED DECLARATION property who builds or improves thereon,and who contracts for the projects with a licensed contractor(s)pursuant to the Contractors State License Law). I hereby affirm under penalty of perjury that I am under provisions of Chapter9(commencing with section 7000)of Division 3 of the Business and o I am exempt from licensure under the Contractors State License Law for Professions Code and my license is in full force and effect'/75 7 the following reason: License Class U se No. CCJJ By my signature below I acknowledge that,except for my personal residence Expires 440 Signature in which I must have resided for at least one year prior to completion of improvements covered by this permit.I cannot legally sell a structure that 1 WORKER'S COMPENSATION DECLARATION have built as an owner-builder if it has not been constructed in its entirety by o I hereby affirm under penalty of perjury one of the following declarations:I licensed contractors.I understand that a copy of the applicable law,Section have and will maintain a certificate of consent of self-insure for worker's 7044 of the Business and Professions Code,is available upon request when compensation,issued by the Director of Industrial Relations as provided for this application is submitted or at the following website: by Section 3700 of the Labor Code,for the performance of work for which www.leeinfo.ca.aov/calaw.htmL this permit is issued. Poll Date I have and will maintain workers compensation insurence,as required by PROPERTY OWNER OR AUTHORIZED AGENT section 3700 of the Labor Cade,for the performance of the work for which o By my signature below I certify to each of the following:I am the property this permit is issued.My workers compensation insurance carrier and policy owner or authorized to act on the property owners behalf.I have read this number are: application and the information I have provided is correct.I agree to comply iGw with all applicable city and county ordinances and state laws relating to Carrier building construction.I authorize representatives of this city or county to Policy# 600 lSo T Expires 6 '(,(117 enter the above identified property for inspection purposes. (This section need not to be completed is the permit is for one-hundred Date dollars($100)or less PROPERTY OWNER OR AUTHORIZED AGENT ertify that in the performance of the work for which this permit is issued, I shall not emDlov any persons in any manner so asto become subjectto the CITY BUSINESS LICENSE# workers compensation laws of California,and agree that if I should become HAZARDOUS MATERIAL DECLARATION subject to the workers compensation provisions of Section 3700 of the Labor Code,I shalHrn wit room I with those provisions. / Will the applicant or future building occupant handle hazardous material or a mixture containing a hazardous material equal to or greater that the Applicant Date Z� amounts specified on the Hazardous Materials Information Guide? WARNING:FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS o Yes ❑No UNLAWFUL,AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES Will the intended use of the building by the applicant or future building AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS($100,000),IN occupant require a permit for the construction or modification from South ADDITION TO THE COST OF COMPENSATION,DAMAGES AS PROVIDED FOR Coast Air Quality Management District(SCAQM D)?See permitting checklist IN SECTION 3706 OF THE LABOR CODE,INTEREST,AND ATTORNEYS FEES for guidelines CONSTRUCTION LENDING AGENCY ❑Yes oNo I hereby affirm that under the penalty of perjury there Is a construction Will the proposed building or modified facility be within 1000 feet of the lending agency for the performance of the work which this permit is issued outer boundary of a school? (Section 3097 Civil Code) o Yes ❑No OWNER BUILDER DECLARATIONS I have read the Hazardous Material Information Guide and the SCAQMD I hereby affirm under penalty of perjury that I am exempt from the permitting checklist.I understand my requirements under the State of California Health&Safety Code,Section 25505 and 25534 concerning Contractors License Law for the reason(s)indicated below by the hazardous material reporting. checkmark(s)I have placed next to the applicable item(s)(Section 7031.5 oyes o No Business and Professions Code).Any city or county that requires a permit to Date construct,alter,improve,demolish or repair any structure,prior to its PROPERTY OWNER OR AUTHORIZED AGENT Issuance,also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors State EPA RENOVATION,REPAIR AND PAINTING IRRPI License Law(Chapter 9(commencing with Section 7000)of Division 3 of the The EPA Renovation,Repair and Painting(RRP)Rule requires contractors Business and Professions Cade)or that he or she is exempt from licensure receiving compensation for most work that disturbs paint in a pre-1978 and the basis for the alleged exemption.Any violation of Section 7031.5 by residence or childcare facility to be RRP-certified firms and comply with an Applicant for a permit subjects the applicant to a civil penalty of not more required practices.This includes rental property owners and property than($500). managers who do the paint-disturbing work themselves or through their D I,as owner of the property,or my employee with wages as their sole employees.For more information about EPA's Renovation Program visit: compensation,will do( )all of or( )portion of the work,and the structure is www.eoa.eov/lead or contact the National Lead Information Center at not intended or offered for sale.(Section 7044,Business and Professions 1-SOD-424-LEAD(5323). Code;The Contractors State License Law does not apply to an owner of a o An EPA Lead-Safe Certified Renovator will be responsible for this project property who,through employees'or personal effort,builds or improves the property provided that the improvements are not intended or offered for Certified Firm Name: sale.If,however,the building or improvement is sold within one year of Firm Certification No.: completion,the Owner-Builder will have the burden of proving that It was not built or improved for the purpose of sale. o No EPA Lead-Safe Certified Firm B required for this project because: o I,as owner of the property am exclusively contracting with licensed contractors to construct the project(Section 7044,Business and Professions Code:The Contractors State License Law does not apply to an owner of a If your project does not comply with EPA RRP rule please fill out the IMP Acknowledgement. BUILDING & SAFETY PERMIT/PLAN CHECK APPLICATION `Aenifee DATE �� u' ( PERMIT/PLAN CHECK NUMBER 9mvp TYPE: O COMMERCIAL 24ESIDENTIAL O MULTI-FAMILY O MOBILE HOME O POOL/SPA 0 SIGN SUBTYPE: O ADDITION O ALTERATION O DEMOLITION O ELECTRICAL O MECHANICAL �t EW O PLUMBING O RE-ROOF-NUMBER OF SQUARES DESCRIPTION OF WORK 1 Z Ix l7 l 4-4'D �14(405WI✓L, l.tl 1 ,t`kb� s �?,' �C� '�'Z 1 to X 6 l Sd1/t AT,�41hivw PROJECTADDRESS 2 T L 6 ,el'b Building & Safety C ept. ASSESSOR'S PARCEL NUMBER �p - �%��j '��(7 LOT TRACT OWNER NAME V O OV'Il o OM O JUL 2 6 201 ADDRESS Z a Ol 6 U yojod-e f UIryG! (A- 2 6 , �p PHONE "I 7 ` ��— �� II.. .. EMAIL I APPLICANT NAME ADDRESS PHONE Gt,D°l 'tR�-D�i 5�s EMAIL � CONTRACTOR'S NAME ��Yr9VM $ ✓'1 I rl i/-e- "-S •C I!.`.' OWNER BUILDER? O YES QD30-' BUSINESS NAcM�E, f ('�_ ADDRESS (/ "I,U S- K-ooJ i-e,ST-V VL - 5k- C 4 clI 76 I PHONE Cf 0c("3`10 EMAIL CONTRACTOR'S STATE LIC NUMBER 51 7.S 7 LICENSE CLASSIFICATION 1, VALUATION$ 21 TOO SQ FT L SQ FT APPLICANT'S SIGNATURE DATE 7 /O DEPARTMENT DISTRIBUTION CITY OF MENIFEE BUSINESS LICENSE NUMBER BUILDING PLANNING ENGINEERING FIRE GREEN I SMIP INVOICE .t.-� PAIDAMOUNT O , AMOUNT ,1G CASH CHECK# `J CREDIT CARD VISA/MC PLAN CHECK FEES PAID AMOUNT OCASH OCHECK# OCREDITCARD VISA/MC OWNER BUILDER VERIFIED OYES O NO DL NUMBER NOTARIZED LETTER 0 YES O NO City of Menifee Building&Sofety Department 29714 Houn Rd. Menifee, CA 92586 951-672-6777 www.cityofinenifee.us Inspection Request Line 951-246-6213 OWNER dA� Z) M 6 o- 06iru ADDRESS 2 k CITY ZIP O5;$(OPHONE ���,I LOT NO. )RACT APN CONTRACTOR ROOMS N' COVERS PROPOSED ADDITION(S) 7c2-4 L� ' � (f 840 S ROCHESTER AVE#C ONTARIO, CA 91761 7 X Iq� Tyj'i- p .Q rksiA � 0 LIC. B-517575 2&'t-s -?7g 7�r 909-390-0555 (,ill 1"J K z( f-riq . i Z -14/ X 2-7 / WORK COMP —II ceoAla Upp ICW GROUP c) X (o sLk'd aI.um(2 ( t l `YiC W SA5000386-07 EXP6/14/2017 q�p {fl (Y�l I S P5v�• E LU4 ' 3 C)-Clxck'u) sh� Menifee l /`Y Building & Safefety Di LEDGER & TRACK 19x°�y JUL 2 s 2016 INSPECTION REQUIRED 14 ealciosuxz� iV .r m r C =i �1 eT o < D F= -< � N a m zap = d s aZ -nSIP• O g O z z STREET a o m. OFFICE COPY = r D m s = s PRINTED ON 04111=14 IAPMO ES REPORT#0115 r e MO PAGE NUMBER 1 OF 23 d = ' IAP W d s . *® .EDGER & TRACK L. R P R O O S Y� TE City of Safety i Building & Safety Dept. U i $ � METALS 'INSPECTION REQUIRED JUL Z 6 2016IF , IAPMO EVALUATION REPORT #0115 € Received E . w TABLE OF CONTENTS USN s n miome omxl 5j RU CT UR.4 yi ow ' CL CL SHEET SHEET ex NUMBER TITLE Pd �\y01NEER S ��FygO PROFFs 65 � GLRP-1 COVER SHEEP "Ae �' oe E J. a w�t�Ct62 z a �,� °® GLRP-2 GENERAL NOTES m 006 ~ ui m C GH r w x,x LRP-1 LRP—ROOF PLANS AND COMPONENTS a GH z o oN 6 LRP-2A LRP—SECTIONS AND DETAILS , LRP-28 LRP—ALTERNATE ROOF SECTIONS AND DETAILS MO s6Tr"Rfi vs° da d� F ER CA ?P L.L LRP-3 LRP—TABLES I avA �� r ®b. mxe LRP-4A LRP—TABLES II tmx. LRP-413 LRP—FAN BEAM TABLES III EXPIRAT ON DATE: 12/31/15 < s 0 LRP-4C LRP—SUN—RAY SKYLIGHT (OPTIONAL) ��"Q<oFess/py9 �E�FFREy� a LRP-5A LRP—TABLES IV ' i m ,mux LRP—SB LRP—FAN BEAM TABLES V 2A H z: % •y 7 o i'L u ® LRP-6 LRP-TABLES VI / 5605 ry £ g LRP-7 LRP_TABLES VII , ur ffi � Mine of Mza p AL EP SCE' ==^yq s� xmx TYPICAL SECTION & .DETAIL NUMBERING SYSTEM °N� zr axi ®w al8 a EXAMPLE OF SECTION CUT EXAMPLE OF DETAIL BUBBLE vw o mm mxu rA®� �ex'nax xrm / i[n[n WNUpyryAm W. YET °3 m >m ww s-z /� LsEn xrn.2crcx zz °PA �°�£° � izxbmwbxr tus,dw rxfr x mb aaw s mx �9 u O1 ll GW�A a .rem esf-o so ru em 74, a txa mw man maxssiel zxcnuam er: � � ���B � � � •A a ow mrvx EXAMPLE'OF SECTION CALL OUT EXAMPLE OF DETAIL CALL OUT ub mom xew SECTION �0°"1°'�' DETAIL `S ufmt �KGiFn W.' . ; 9 a/C-rd s-z a/e•-1'd s-i Woq Evdueum Sencv _ 5 snm mrvu \ ` p .� (� q.q elq(y�['q =1 E Phllo phC St. <<€ `i1ET gfAE 52.mx 6 `SIeEi fnM1¢¢x s V'a VI Y YV JVp lhloriq G 9176 -USA n 8 e w uaurs u+m'rau rum rnv. f mmxwoAs.aac " i 49b➢.SdTia16 LN91 i 4W'm.RDa.b } NT Nf lilw FFA111E 0.4dVf BetT TA9N W RRIINf 91Q 1 c 3 3 U e mbxe EXAMPLE OF DIE DRAWING -I f tk fed ral m em none f � )p DETAIL Q<cDFEssi Fa is ai s nth a rm omxe 1°w cu" aair 5 S 7 ¢m rc t T i tw tom amx u :me omw _ 9T ti�P �Tsffll°tUCBF a�P - _ fQ'CAL\F FOF CALIV" $ xr mm ®un �emw DEC 9 2 2015 PRINTED ON 0411112014 IAPMO ES REPORT 901i5 IAPMO PAGE N IMER2 OF 23 0 1 LL a = (L a G s GENERAL NOTES AND SPECIFICATIONS NOTE TO DEALER, CONTRACTOR AND a +� zN I DESIGN CODE & LOADS In ROOF SYSTEMBUILDING OFFICIAL: y w EDGED I mans 1. THE SIRUGNRES INCLUDED WTHW THE SCOPE OF THESE DRAWINGS HOVE BEEN DESIGNED IN ACCORDANCE VIDE THE REOU20M) EME AM 20 OF THE 20MATIO AND 2IDE 1NnAL . THE ROOF PANELS SHALL BE AN L BE LIMITED ITED O DRAWING 1. M'SINGRES INCWDED CO SYSTEMS THIS PACKAGE SHALL NOT BE ATGTHOD 1�2g F w Pm �u ® f(ERG)AND MEBUILDING 2013 CALI(IFOFMA BUILDNG 2CODE12 I PRCVtVONS LMAT ARE PACKAGE AND PANEL SPANS 6tW1 BE UL91FD TO THOSE SHOWN. IS SINGLE COAT'SIGNED FOR I IN UNLESS THE ATTACHMENT METHOD FH3 SS PR 1® OeAYA LOOV.IY E fORCFABLE AND UNDER THE JURISDICTION OF CRY MD MUM 2 UON, MAXIMUM ROOF PANEL OVERHANGS SHALL BE 24'. 5 SPECIFICALLY DESIGNED FOR SINGLE COAT'STUCCO SYSTEMS. � BUILDING OFFICIALS. PROVISIONS RELATED SPECIFICALLY TO HOSPITALS AND a am ®al' PUBLIC SCHOOLS W CALIFORNIA ARE NOT A PART OF THE SCOPE 2. SWIN LOADS PRESENTED WTRN THESE PLANS ME'EDUNALENT' 3. FOR COTES W/O AN ENCLOSURE ROOF PANELS SHNL BE UNIFORM SNOW LOADS CONSDE$ATION SALL BE GWEH TO SITE 2. THE STRUCTURES INCLUDED WITHN TINE SCOPE OF THESE DRAWINGS ARE SURPORIED BY A SEAM, POST k FOOTiNG STEM SUITABLE FOR FIFE SPECIFIC CONDITIONS INCLUDING, BUT NOT LIMITED TO, DRIFTING AND = INIERNpEO fDR REGRFAT PROPOSED APPUGTION.THE BEAN, POST&'FOOTING Sri REM SHALL SUING SNOW. c Pm ass rtaAls NON-W81TABlE SIRUCMt OUT%10R USE AND ARE CONSIDERED BE DEFINED WNNN A VALID APMO EVA.UATION REPORT.A VALID # ff RCC�S EVALUATION REPORT OR IRWIN AN ENGINEERING PACKAGE 3. STRUCTURAL ADEQUACY OF AN DOSTING STRUCTURE IS NOT INCLUDED w¢ p IN �mmnm mmrN 3. SEISMIC OMICN PARAMERS: SIGNED BY A P.E. LICENSED IN ME LOCAL LURE NCRON.A COPY OF WTHIN THE SCOPE OF THIS PACKAGE STRUCTURAL ADEQUACY SHALL p H y E Ofmlems .1 b. N E PORTMCE FACTOR - 1,0 SAID REPORT OR ENGINEERING PACKAGE SHALL BE SUBMITTED TO THE HE:INVEST ATED w ommis UNLESS GEMMED ADEOLLATE w THE ya ¢ b. SS -2.5 MAX-SEE LRP-6 BUILDING OFFlCW_O THE TIME OF PERMIT APPLICATION. BUDDING OFFICW.. y� Ofp O yr maw c S1 - 0.75 (O.SO WITH ST>M PSF) pZ E u d. SITE CLASS - D 4 THESE PANS APPLY TO MULTIPLE LADING CONDITIONS (WIND AND 1+� SDS - 1.5E MAD( IV W IL SST MS GRPMY), TINE WAIBL CONTRACTOR OR FOR SYALL'MAPof-UP EACH 02 z ^ +^ mAw f. SDI -0.25 PACKAGE TO CONFIRM THAT THE SITE SPECIFIC REQUIREMENTS ME 1A vav sa+s g. F- 1. DESIGN CATEGORY-0 1. MR COVERS 1MH AN ENCLOSURE.THE ENCLOSURE SYSTEIA SHAL BE WIWN THE SCOPE OF TIN:PACKAGE p� Z h. R L25 SURMIE FOR WE PROPOSED APPLIGTIOV. THE ENCLOSURE SYSTEM } L C$ - IM MAx SWJt BE DEFINED NWIN A VALD APMO EVALUATION REPORT,A IN PLAIN ENGUSH TIE PERSON USING THIS SET OF STANDARD PUNS ul 7 DESIGN &SE SHEAR - 1.33 MA%W(ULTMlR7 VALID ICC-ES EVALUATION REPORT OR IKWIN AN ENGINEERING SFMµ USE THE P , SECTIONS.MAILS.TABLES AND INSTRUCTIONS k MALMS YET100 -EWN LATERAL&CE PACWLE SIGNED BY A P.E. LICENSED N THE LOCAL JURISDICTION- A WITHIN ME PACIJLE TO CONFIRM TINT THE SITE SPMIDC CONONONS p �AL �s .1 COPY OF SNO REPORT OR ENGINEERING PACKAGE SHALL BE ARE WORN THE ALLOWABLE PARAMETERS PRESENTED TIMN THIS SET 4. COMPLIANCE. ABC.T S REFERENCE, USE MR Was USED FOR 2W9 IBC MO NC SUBMITTED TO THE BUILDING OFFICIAL AT ENE TIME OF PERMIT A' sR mr s'G^P COMPWNCE ASCE]-10 WAS USED FOR 2012 IBC Mp ITC Alm 2013 MC APP�,TON_ OF STANDARD PLANS. a pn COMPLIANCE AMONG THE ACTNIIES WHICH SIWL BE PERFORMED BY THE DEALER, + 5. MINIMUM SOIL BEARING CAPACITY SHALL BE 1000 Mr. V LAMINATED RODE PANEIS CONTACTOR OR FOR ME u s 1 W +Ws aou» r @ g A REVIEW ALL EOU TO CONFIRM WHAT WW.BE CONSTRUCTED Ms +p WAw r MEETS THE LOADING RQUIR PRESENTED WiE L THE NOTES. II MATERIALS 1. THE FOAM CORE ROOF RNELS TINT-PATIOS WITHIN THIS➢ED BY ME B. EDNFIRM LOADING REOUIRFMENS WITH THE LIX'AL Bl10DINC n c ®m +>ew INTENDED FOR USE ON RNATIONAL PATIOS C REGULATED APPENDIX BY APPENWx OFFICIAL 1. ALUMINUM FOR OOYPONENIS SMALL BE AS SHOWN ON THE ALLOY MO CHAPTER I OF TIE INTERNATIONAL BUILDING CODE OR APPENDIX C. TO LAP PARAMETERS APPLE BEEPS L TIDM W EC FICSHEDS ROOF LfB�T m FFm PRw CHAPTER N OF WE INTERNATIONAL.fSSgEMML EDGE CO LIP-]FMICH ARE APPLICABLE 1a IiRE SPECIFIC PWF BERG TEMPER fi0O5-T5. (LION). CONSTRUCTED. IN Z. ALUMINUM SHALL BE ISMON 6.ACCORDANCE WITH THE REQUIREMENT SET 2. MATERIALS: D. CROSS OUT ALL ELEVENS WIMINSPECIFIC THE OFIRE PACKGE WHICH 8 = _ FORTH N PART Itil, SECTION 6.6 AND 8.7 OF THE 2OO$ALUMINUM DESIGN ME NOT USED WINIy 111E SPECIFIC POOP. = iJ N °� ®w ® MANWL(2005 ADM) FOR MOB IBC/IRC MPUGTONS AND SECTION M.6 AND P. INTROIT FACING MATERIAL SHAM BE ALLOY Mg CONFORMING m e u $ d AWI m M.T OF THE 2010 ADM FOR 2012 IBC/RC AND M13 CBC APPLICATIONS THE REQUIREMENTS Of MI FOR 31BE AS ALUM AND E APPROPRIATE ARBREMATOHs m a e mw ALLOWABLE EGS CK SON SHALL BE u SfgWN IN THE APPROPRIATE t e a m�a omw 3. SHEEP METAL SCRBNS (BIAS)SHALL BE TYPE M SCRENYS. ALLOWABLE SPAN TABLE 0 DIAMETER FOR NFIG NG SKIT 1 SHOT SIMILAR £ R SHEET METAL SCREWS SRALL CONFORM TOME TINE REQUIREMENTS OF THE b. EXTERIOR FACING MATERIAL SWL.BE ALUMINUM CONFORMING TO All M04OR RELY � WE SIRS SHELT MEDL 5[RWS � � 5 2WS AWYINUN DESIGN MANUAL(20D5 ADY)FOR 20D9 IBC ITC THE RMLIFEMENIS FOR 31a5-HI4 A1LM MO TEMPER AI%IL ADDIT V. SP SPACE IS,ED) =e_ axamn / TALv mvAN® S m mms APPLICATIONS M0 THE 2010 ADM FOR 2012 IBC/IRC AND 2013 CSC THICKNESS OF SIGN SHALL BE AS SHOWN IN THE APPROPRIATE ALUM ALUMINUM SPEC SPECFlFAHN. APPLICATIONS. ALLOWABLE SPAR TABLE ANCH M'CHOR NOT HDOM SPE FD M arR N9WW APPROX APPRONIAITE(LY) SgWRE 51Ea FE-it 5. EKPANSION ANCHORS SHALL BE HILT 3/9' T®_TZ'OR APPROVED FAUN_ c. THE FORA CORE 51 N RE AS DEFINED BELOW MD MANG A INFO NRL4NATION SBC MIMmccESS �` . IW NN mmA ANCHORS SHNL BE AS DESCRIBED BY AND INSTALLED PER ICC-ES REPORT NOMINAL DENSITY AS SHOWN IN WE AfEOWPBIE SPAN TABLE GAL RVMCE NOR WNIEACNRFR HI SRAVOWD 4I ESR-1Bi2. MCHORS SHALL BE PLACED SUCH TWO THE DISTANCE TO BUXI wU)I`G LAIN YIMNIN SRF STIFFENBi ��^9� � m mM mm1 Popp CONCRETE EDGE,CRACKS AND J M S NOT LESS THAN 25'FOR SLABS. I. PREFORMED EKPMDED POLYSEYRENE BOARD (FPS),AS BFMI ENTERS YMJ WIND igiCE SR $TIP r .�HE i SEE SECTION I/E40-2 FOR EDGE DISTANCE AT FOOTINGS. MANUFACTURED BY HUSTON FOAM PLASTICS OF HOUSTON, B0. BOTTOM OF MUM m FORCE SI.UC SITEL E(S.UN� M+a maw TEAS.THE FOAM PLASTIC SHALL MEET THE REQUIREMENTS FOR HOT BOTIG( SYN mucO E( 6. WHERE ATTACHMENT TO EXISTING STRUCTURE OCCURS.TILE WORD OF THE GLASS A MATERIAL PER CIAPIER 8 OF THE 2W6 IBC. FOAM NA NOT A JP0 N s< mw EXISTING STRUCTURE SMALLHAVE A MINIMUM SPECIFIC GRAVRY OF 0.49. PLASTIC IS CLASSIFIED AS TIDE If WNd IN ACCORDANCE WM L/C CENTBt TD CBTTER NR NOF RVOURED TAB TOP MD BOTTOM SUCH AS OF. ASTM C5T8. C. CEMBNNE HIS NOR m SCALE MD mRFAAD 4 MK N06) Pm mw iH(T. WHERE SCREWS ME INSTALLED INTO WOOD FRAMING.ME CONTACIORR BHA11 d. TINE COMPONENTS ARE BONDED TOGETHER USING AN ADEE.SNE CONC WNCREIE W ON CENTERT.O. LOP OS N ® mmm VERIFY.WROLIGII NON-OESRUCRNE MEANS,TAT EACH SCREW HAS A PROVIDED BY ASHLA4D SPECIALTY CHEMICALS AND KNOWN AS W OUL®E m TW TYPICAL k C M MINIMUM OF 1/2'MOE OOVEDt ON AIL SIDES OF TIE SCREW. ISODRIP SP50400. THE ADHESIVE 5 RECOGNPEED UNDER IOC-ES CONK CONR%UOJS OR 000MANG UM UNESS OTERMSE Mpia Iifd �"" ESR-1 t4O. NTT CENTER CEO) MG(t) OPBCAG ) 9 333 B. ALL WOOD SHOWN WNHW L HAVE A SPECIFIC GRAVITY OPP THESE DRAWINGS SHALL VERT murnek E 5 u u am ®vM OF 0.49 OR GREATER. LUMBER ALLOWABLE STRESSES HAVE BEEN BASED ON 3. TINE MANUFACTURER OF MY COABONENT CITED IN ITEM 2 ABOVE SHALL OU DEAL GPI' OPROm(AL) g d D g ioi a o TINE 2005 NDS. OF DG TR W/ WTH aNA Taw PROVIDE CERIIIGTWN WITH EACH SHIPMENT TUT ALL COYPONENIS W MIS) GRAMNG(S) PL PATE W/o MRIHOUR S. ALL NALS AND WOOD SCREW SHALL HAVE SH HAVE WE FOLLOMING MINIMUM YIELD PROVIDED WITHIN THE SHIPMENT CONFORM TO THE MPUICM E PROJ PROJECTION AS WOOD SCREW +m TOTED imms SIREiGM: SPECIFICATION(S)MD/OR 061NT10IN(5)OUi1NED MOVE AGN HAD WRVS � AT WDGNT 8d: c g F E aa E a x• PsmA Rame o. hb = 1OO.GO0 psi 4, THE"MUM AILDWAEp.E SPAN. FOR A GIVEN APPLIED LOAD SHALL aBa E L NOT EQUAL VENT REDF mrERE RENE(0.LNG)REFER 8 6 6 B B SY 8 S b. IMFrb BO.DDO psi ME:O ME SPAN PROVIDED IN THE ALLOWABLE SPAN TABLE FOR SAID ED m 1� comas 14RFrb =TO,OW psi LOAD. EMWPOLAMN OF WE INFORMAMN PROVIDED IN ME ES EW Doi SIDE REQD IN REVRREVISW UIRED d. I&IFrb MOM pm AIUHABLE SPAN EA TABLE IS NOT PMRTEp, M MIW ®ens a. 18dfrb ^ fi0,000 Pu E6T EmSMG I f. 20d:F+b = SOWD pM S. PANELS SHAUL BE CONTINUOUS IN THE DIRECTION OF SPAN WTH NO e om�m M venom 10.FASTENERS USED FOR ATTACHING TO PRESSURE TREATED LUMBER SHALL BE TIRA}6'JERSE m sm OIJN STAINLESS STEEL, G. ME STRIICTURAL SUPPORT AND.SRUCNR.ATTIGNNENT OF TINE - PROFESS/DA{9 `' Y SUBJECT PANELS SWLL HE SUBRMTATM BY ETHER APPROVEQ N sfiPe amens 11. UNLESS CMERWLSE NOTED,ALL STEEL IN CONTACT WITH PRESSURE VALUATION REPORT PLAINS OR STIUCTURAL PENS APPROVED BY THE TREATED LUMBER SI1ALL HAVE A G185 GALVANIZED COATING. VALUATION THE GOVERNING JURISDICTION SHALL CONFIRM m 01°4IIs THAT SAID PLANS ARE INTENDED FOR USE WITH THE GESNED PANEL gg S m CO S 7 S 12.CONCRETE SHALL BE TINE V CST ENT MIN A -45MINIMUM WJC PATIO Of 0.45 LOADS AND SPANS FOR EACH SPECIFIC PROJECT.CONC o mW um+r AND A MAXIMUM COMPRESSIVE STRENGTH VEND TYPE I]CEMENT PSL WB ERE w m eumns WE MIN MUM COMPRESSIVE STRMWTRE IS NOT EVOSED IT) T(C) MY BE 25W PSI �GSED MD T. ALL PANEL EDGES SINE BE SHIELDED N ALUMINUM SECTIONS. 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