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BPAT2019-006378-495 CALLE TAMPICO I ' 0 r VOICE (760) 777-7125 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011 DESIGN & DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 10/9/2019 Permit Type/Subtype: PATIO COVER/CITY STANDARD/PRE-ENGINEERED - OPEN Owner: Application Number: BPAT2019-0063 LA QUINTA HOUSING 1, LLC Property Address: 81765 FOUR SEASONS PL 27285 LAS RAMBLAS, SUITE 230 APN: 767860011 MISSION VIEJO, CA 92691 Application Description: LQ HOUSING 1,LLC / 154SF TRELLIS DURALUM COVER AT REAR YARD Property Zoning: Application Valuation: $3,500.00 Applicant: Contractor: b VALLEY PATIOS INC DBA VALLEY CONCRETE & D VALLEY PATIOS INC DBA VALLEY CONCRETE & 77971 WILDCAT DR SUITE B 77971 WILDCAT DR SUITE B PALM DESERT, CA 92211 OCT 0 9 2019 PALM DESERT, CA 92211 CITY OF LA QUINTA 0 (760)203-4313 DEV"IGN & DEV(:. OPMENT DEPARTMENT Llc. No.: 937811 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: C-8. C51 License No.: 937811 Date.• ' 1 , Contractor: = OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its 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 Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. . B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Addre! WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the_work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: FALLS LAKE FIRE aND CA5UALTY COMPANY Policy Number: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those ovisions. Date: �� I Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above - mentioned property, for inspection purposes. Date: 6 1 Signature (Applicant or Agent) Date: 10/9/2019 Application Number: BPAT2019-0063 Owner: Property Address: 81765 FOUR SEASONS PL LA QUINTA HOUSING 1, LLC APN: 767860011 27285 LAS RAMBLAS, SUITE 230 Application Description: LQ HOUSING 1,LLC / 154SF TRELLIS DURALUM COVER AT REAR YARD MISSION VIEJO, CA 92691 Property Zoning: Application Valuation: $3,500.00 Applicant: Contractor: VALLEY PATIOS INC DBA VALLEY CONCRETE & VALLEY PATIOS INC DBA VALLEY CONCRETE & 77971 WILDCAT DR SUITE B 77971 WILDCAT DR SUITE B PALM DESERT, CA 92211 PALM DESERT, CA 92211 (760)203-4313 Llc. No.: 937811 Detail: 154SF TRELLIS PATIO COVER AT REAR YARD [DURALUM] AND [3] ELECTRICAL FIXTURES. THIS PERMIT DOES NOT INCLUDE PLUMBING INSTALLATIONS. 2016 CALIFORNIA BUILDING CODES. DESCRIPTION FINANCIAL 1 • ACCOUNT CITY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $1.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 DESCRIPTION ACCOUNT CITY AMOUNT DEVICES, FIRST 20 101-0000-42403 0 $26.83 DESCRIPTION ACCOUNT CITY AMOUNT DEVICES, FIRST 20 PC 101-0000-42600 0 $26.83 Total Paid for ELECTRICAL 2019: $53.66 DESCRIPTION ACCOUNT CITY AMOUNT PATIO COVER, STD, OPEN 101-0000-42404 0 $107.87 DESCRIPTION ACCOUNT CITY AMOUNT PATIO COVER, STD, OPEN PC 101-0000-42600 0 $106.26 Total Paid for PATIO COVER / COVERED PORCH / LATTICE 2019: $214.13 DESCRIPTION ACCOUNT CITY AMOUNT RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 Total Paid for RECORDS MANAGEMENT FEE: 910.00 DESCRIPTION ACCOUNT CITY AMOUNT SMI - RESIDENTIAL 101-0000-20308 0 $0.50 Total Paid for STRONG MOTION INSTRUMENTATION SMI: $0.50 DESCRIPTION ACCOUNT CITY AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 PERMIT# - PLAN LOCATION: Project Address: D 1165 Foot Sieas5n5 Pint Project Description: Pool, Remodel, Add't, Elect, Plumb, Tech APN#: I`c�MotUv6Ud .`(.Lv COVc f x uU Z 5W �-CS Applicant Name: A tJ Address: , \ J I16taA- Of. 5A)4e City, ST, Zip: CA �7i7i1 Telephone: 76 0 — 'Z03^ 'A3 ( 3 Email: , 1 Ck` It eaL�-pf (�? jV�C(l / , Cgy Z Valuation of Project S Contractor Name: U�1 (fv -5 New SFDConstructiom !Iddhcss: 7-7{7'-) C c, t d!. 3j Conditioned Space SF City, St, Zip t9al,-, 0-(5&4 64 Garage SF "Telephone: 7 U3 — 1.13 I Patio/Porch SF Email: �(�� '*4J j�9A: ] p rj �-'r �* ! /, c ,Yr-\ Fire Sprinklers SF State Lie: City Bus Lie: Arch/Eng Name: Construction Type: Occupancy: Address: Grading: City, St, Zip Telephone: Bedrooms: Stories: # Units: Email: State Lie: City Bus Lie: 78495 CALLE TAMPICO i.A CLUINTA, CA 92253 760-777-7000 OFFICE USE ONLY # Submittal Req'd Rec'd Plan Sets Structural Calcs Truss Calcs Title 24 Calcs Soils Report Grading Plan (PM10) Landscape Plan Subcontractor List Grant Deed HOA Approval SchoolFccs Burrtcc Debris Plan Planning approval Public Works approval Fire approval City Business License Typ. PL Pool A.- � ' eq' Po5)- SPAG( A) �,wt'1C:•`S 'ri Lto55 —rl•IrtN �'F'�I�Wi�t;�l�jl�y Marrow 11 81-765 Four Seasons Place La Quinta, CA 92253 Proposed Lattice Alumawood Cover •. I'IN CITY OrLA '``r BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE I DATE I RL4jyn Y. -rwmmm 1 sH Sf -%tt1s \j Pr W&- VAR) COO At4D D I ELe L'Wi cA-- -�F;l Typ. PL Driveway } y,CAn�l 1 CO JZI 9) 0 PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. POINT OF CONTACTS GENERAL NOTES DRAWING NOTES: 00PA 1. THE DRAWINGS AND SPEORCATIONSSHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND 00NOTINDICATETHE METHOD OFCONSTRUCTION. THE 00NTRACFORSHALL ,,� SUPERVISE AND DIRECT THEWORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, INFORMATION REQUESTS SHALL BE DIRECT ED AS FOLLOW: 2. THE APPROVED SET OF DRAWINGS ANDSPECIFICAAOHSSHALLBEKEPTATTHEJOBSITEANDSHALLBEAVAILABLETOTHEAUTHORBEDREPRESENTATIVESOF THE BUILDING AND SAFETY DEPARTMENT. THERE � � � SHALL BE NO DEVIATION FROM THE APPROVEDPIANSANDSPECIFICATIONSWITHOIRANAPPROVEDCHANGEORDER CONTRACTORS: MENTS:PLCONTACT ECONALUM 26030ACEROSUITE200 PHONE;- BUILDING DEPARTMENTS: PLFASECONTACT4STELENGINEERING MATERIAL SPECIFICATIONS: MISSION VIEJO, CA 926P1 FAX: IP49) 3051420 HOMEOWNERS: PLEASE R"cQUESTANY INFORNJLTIONTHROUGH YOUR CONTRACTOR 1 ALUNINUfAALLOYSSPEOFIEDONDRAWINGS. Fly- 2BKSI AND FLu=35KSIFOR ALLAWMINUMMEMBERS UNO.Fry=30KSIFORDUAAIONGAND 76PANS SHOWN ONS3.1ALTERiWTEAWMINUMAUAYS STRUCTURAL ENGINEER OF RECORD: DUSTINK.ROSEPINK,SE5885 MAY BESUBSTITUITED FOR1110SE SHOWN, PROVIDED THEYARE REGISTERED W(TH THE ALUMINUM ASSOCIATION, ASIM OR EN (EUROPEAN STANDARDS),AND HAVE EQUALOR GREATER VMLD AND ULTIMATE POINTOFCONTACT: MARIE-DOMINIQUESEFA,SE5987 STRENGTHS, 2. CONCRETE SHALLHAVEA MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 3. EMBEDDED STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED, ANDCONFORMTOA50DGRADE B, ROLL FORMED STEEL MEMBERSSHALICONFORM TOA653-SS(STRUCTURALSTEEL)GRADE 50660. 4. BOLTS: ALUMINUM BOLTS SHALL BE 2D24-T4; STEEL BOLTS SHALL BE ASTIA A-307. ALL 9017S SHALL HAVE STANDAR&W PLATED WASHERS. DESIGN PARAMETERS S. SCREWS:ALLSCREWSARESELFDRILUNG(SDS)ORSHEETMETALSCREWS(SMS)INCONFORMANCEWITHICC-ESESR1976,XMIL3006,ORAPPRDVEDEQUAL. 6. FASTENERS 70 WOOD: WOOD AND LAS SCREWS ARE REQUIRED 70 BE INSTALLED IN ACCORDANCE WITH THE 203.5 NATIONAL DESIGN SPECIFICATIONS, INCLUDINGPREDRIWNGOFHOLES. ALL LAG SCREWS SNALL BE FULLTHREAOEO LAG SCREWS, GOVERNING CODES 7. FW4NSTALLEOANCHDRS:POST•INSTAL.E0ANCHW.SUSED SHALLBESIMPSONSTRONG TIE STRONG DOLT 2,STAWLESSSTEEL (ICC-ESR3037)OREQUAL "ITS SHALL BEINSTAU,EDPERTHE THE DESIGN of ATTATIIED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLIES WITH THE FOLIOWINGCODES: tltUJiUFACTURIR'S INSTALLATION ANDIAPNID REPORT, SPECIAL INSPECTFON 15 NOT REQUIRED. 201Z(2035/2018INTERNATIONAL BUILDING AND RESIDENTIAL CODES, B. ALLCOMPONEFITS MANU FACTURED 09 SUPPLIED BY DURALUM AND OESCAiBED IN THIS DOCUMENTS ARE INTERCHANGEABLE, PROVIDEDTHEY ARE SELECTED APPROPRIATELY TO SUPPORT TH E LOADING 2013/2016 CALIFORNIA BUILDING AND RESIDENTIAL CODES, T KEY A RIE SVBIECT TO. ASCE/SEI 7-10 and 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, 9. THE SELF WEIdHT OFTHE PATIO COWK CC MPONENTS 10 THIS REPORT CAN BE CALCULATED FROM THEIR SECTION PROPERTIES.THE SOLID COVEPS VARY IN WEIGHT FROM ABOUT I PSF TO ABOUT 3 PSF. -2D15 ALUMINUM DESIGN MANUAL 10, ROOF INSULATED PANELS (WHERE OCCIJ R3), SEE S3.2 AND LAPMO 505. LIVE LOADS DESIGN PARAMETERS: FOOTINGS, IT TITHERESPONMBIUTYOFTHEENTITYSUBMITTINGTHEDRAWINGSFORTHISPRIDACTTOVERIFYLIVELOADSWITHTHELOCALAUTHORITYHAVINGJURISDICTION 1, ALL NEW CONOETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL. 1. IN RESIDENTIAL APPLICATIONS, ROOF LIVE LOAD CAN GENERALLY BETAKEN AS10PSFPER IRC/CRC APPENDIX H, SECTION AHSOSAORIBC/ CBCAPPENDIX1,SECTION 105.1 2. IN COMMERCIAL APPLICATIONS, ROOF LIVE LOAD CAN GENERALLY BETAKEN AS 20 PST PER IBC / CBC CHAPTER 26 2. DESIGN VERTICAL SOIL BEARING PRESSURE ISS,SOOPOUNDS PER SQUARE FOOT. 3, DESIGN LATERAL SOIL BEARING PRESSURE IS200POUNDS PER SQUARE FOOT PER FOOT OFFODTING0EPTH.{EQUALS10DPSF/FTx2PER TABLE 3606.2AND SECTION 1806,34), WIND SPEED DESIGNPARAMETfRS: 4. THE BOTTOM OF FOOTINGS SHALL EXTEND BELOW THE FROSTDEM.CONTRACTORTDVERIFYFROSTDEPTHWITHAUTHORIIYHAVINGJURIsDICTIDN. 1. THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTUREW IN ACCORDANCE WITH ASCEJSEI7, 2. FREESTANDING COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOUD OR MESH MATERIAL, UNLESS SPECIFICALLY DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER. SIMONGRACE USFD A FOUNDATION SYSTEM: 3. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCE/SEI 7, SECTION 26.2, UNLESS SITE SPECIFIC ENGINEERING IS PROVIDEDVALIDA71NG THE WIND LOAD USED. IN ACCORDANCE WITH IRC/CACAPPENDLK H, SECTION AH105.2,AND IBC/IRC APPENDIX I, SECTION I10S.2, IN AREAS WITH A FROST DEPTH EQUALTO ZERO, ATTACHED COVERS FOR RESIDENTIAL USE MAYBE SECURED 4, THE BASIC WIND SPEEDS CONSIDERED IN THIS REPORT ARE 110,120,13D MPH, EXPOSURES BAND C (BASED ON THE 2012,BC, 2015/2018 IBC/IRC, 2013 CAC, AND 2016 CBC/CRC). TORN EXISTENG CONCRETE SLAB RROVIDEpTNEFOLLOWING; S. FOR USE Willi THE 20W 1 RCND ANDSPEED 2013 (SEE NOTE O E 4) THE ABOVE MEIIOMP EO WW2 SPEEDS BY SORT PH , 1. THE SLAB ON QRADE ISATIEAST3112INCHESTHICK. SEE DETAIL ON 57.2 OR L7,2 AND DETAIL ON S7.1 OR L7.1 FOR REQUIREMENTS FORTHICKER SLAB, WIND SPEED (SEEN07E4) 110MPH 120MPH 130MPH 2, TH E SLAB ON 4RACE SHALL BE CONTINUOUS BETWEEN CO LUMNS AND A MIN I M UM OF 20-0 WIDE. WITHIN THIS AREA, THERESHAMBENOCRACKS WIDER THAN I/4'ORCOA'TROUEXPANSIONJOINT EOUIVALENT2012 IRG12013 CRC WIND SPEED 1 85MPH 93MPH I 101MPH DEEPfkWIDERTHAN 3/4'. EXAMPLE:IF20121RCOR1013CRCWINDSPEEDISESMPH,THESELfCNOHSiNTHiSREPORTSNAILBEMAOEFORAW1N0SPEEDOFBSMPH/SQRT(0,6)=110MPH. 3. THERE SHALL REA6'MINIMUMDISTANCEBETWEENANYANCHORBOLTANDASLABEDGE,CRACKWIDERTHAN2132'ORCONTROL/EXPANSNINJOINTDEEPERTHANI/2".SEEDETAILS4ON57.1ORL7.IFOR EXCEPTION TO MINIMUM EDGE DISTANCE SNOW LOADS DESIGN PARAMETERS: 4. THE MAXIMUM DEAD AND LIVE SNOW LOAD AT EACH COLUMN IS 750 POUNDS WHEN LL-10PSF. IT15THERESPONSIBILITYOFTHEENTITYSUBMITTINGTHEDRAWINGSFORTHISPROJECT70VERIFYSNOWLOADSWITHTHELOCALAUTHORITYHAVINGJURISDICTION. 5,DES:GNFOR PATIO COVERS SUPPORTED ONCONCRETE SLAB ONGRACE 15INACCOADAHCEWITH 2O12/2015/20181RCAND 2D13/2016CRCSECTIONAH105.2FOR10PSFRESIDENTIAL CONSTRUCTION,AND SEE SHEETS L2.1 AND L2,2 OR L2.1 AND 12.2 FOR SNOW LOADS DESIGN PARAMETERS. ACI31 R-14 FOR 20, 25 AND 30 PSF RESIDENTIAL AN D COMMERCIAL CONSTRUCT] ON, SEISMIC LOAD DESIGN PARAMETERS: SEISMIC DESIGN BASE SHEAR: 17 POUNDS PER LINEAR FOOTALONG THE SUPPORTING BEAMS, CONSIDERING A 24'-0' MAX SPAN BETWEEN BEAMS AND THE FOLLOWING DESIGN PARAMETERS: NOTES TO LOCAL AUTHORITY JURISDICTION URISDICTION 1 SITE CLASS: D 2, SEISMIC DESIGN CATEGORY.E AND ENTITY SUBMITTING DRAWINGS FOR APPROVAL 3. MAPPED SPECTRAL RESPONSE COEFFICIENTS: Ss ;ISO, 51 = 0.6, Sds =1.0, Shc = OSO 4. RESPONSE MODIFICATION FACTOR, R=1.25 S.RISK CATEGORY II USE OFRLS SET OFPL/W5 fOR ASITESPECIFICPROJECT: 1 ND ALLPAG OFTHLSIAPMOREPDRTWILLBEUSEDFORASITESPECIFICPROJECT,EACHPROJECTSUBMITTEDTOTHELOCALAUTHORITYWWINGJURISDICTIONSHOULDINCLUDEONLY S. THE PATIO COVER STRUCTURES DETAILEDLNTHIS SET OFPLANS ARE INCOMPLIANCE WITH ASCE7-10SECTION 12,8.1.3.ASARESULT, THIS SET OFPLANS CAN BEUSED ATANY SITE WITH Ss>I.SO,CONSIDERING Ss= THE PERDNENf5ITE•SPECFFICSTAUCTURALCOMPONENTS LOCATED WITHIN THIS LAPMO-USTEDEVALUATION REPORT. 1.50WHENDESIGNEDPER2012/2015/20181BCJIRCAND2013/20I6CBC/CRC 2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAR, COLUMN SIZE, CONNECTION DETAILS ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED BY THE 7.THEPATIOCOVER5TRUCTURESDETAILEDINTHISSETOFPLANSAMINCOMPIIAIE=',4ITNASCE7-16SECTION1L8,13.ASARESULT,THIS5FTOFPLAR5CANBEUSEDATANYSITEWITH1.Dddsc1,428,CONSIDERING ENTITY SUBMITTING THE DRAWINCSFOR APPROVAL Sds*1A. FOR STTE5WITH Sds<1.0,USESds. FOR SITES WITH Sds>1.428,ITISICCEPTAIPiiT0REDULETHESEISMIC LOADS USING0.7SdsINSTEAD OFS4s. 3, PLEASENOR"AT4STELEHGMEERINGGENERATEDANDSTAMPEDTHEORIGINALIAPM0REPORTASAVAILABLEFROMIAPMODIRECTLY,BUTWASNOTINVOLVEDINMAKINGANYSITE B.MNIMUMSTRUCTURAL SEISMICSEPAIWTION8ETWEENEKISTIN6BUILDING AND FREESTANDINGPATIO COVER SHALL BE4"AT2VHIGH MAX PATIO COVERS AND S"AT12'HIGH MAX PATI0COVE R.REFERTOSTATE SPEECIFICSELECTIONS ORANOTA710NSONTHOSE OAAWINGS. ANY HANDMARKINGORHIGH UGHTLNGONTHE SITE SPECIFIC SET OFDRAWINGS AAETHERESPONSIBILTY THEENTTTY AND CITY CODES FOR OTHER SPACING REQUIREMENTS THAT MAY BE MORE STRINGENT. SUBMTMN43THE DRAWINGS FOR APPROVAL 4. EACH INSTALLATION SHALL BEAR AN IDENTIFYINGTAG INDICATINGTHE NAME AND ADDRESS OFTHE MANUFACTURER DESIGN LOADSAND ENCLOSABILITY. OTHERDT3IGNPARAMETERS: 5. THE ORI GINAL IAPMO REPORT BEARS AN ELECTRONIC STAMP FROM JISTEL ENGINEERING, AND A WET STAMP IS NUT REQUIRED IN ACCORDANCE WITHITHE REGULATIONS STATED BY THE 1. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC AND CBC SECTION 1605.3.1 DR 16059.2. PROFESSIONAL BOARD OF ENGINEERS. 2.ALLAPPUCABLEREDUCTION FACTORS DETAILED INTHIS REPORT ARE CUMULATIVE 6. ACOLORCOPYOFTHEORIGINALPAGESFROMTHEIAPMOREPORT15NOTREQUIRED.ACOLORCOPYOFTHECONSTRUCRONDDCUMENTSMAYBEREQUIREDIFSELECTIONSWEREMADE 3. SOLID AND LATTICE ALUMINUM COVERS ARE CLASS AROOF ASSEMBLY INACCORDANCE WITH SECTION CBC1505.2,EXCEPTION 2. INA WAYTHATWILL NOT BE VISIBLE ON A BLACK AND WHITE COPY DESIGN ASSUMPTIONS: ATA MINIMLIM. SUBMISSION FOR ABUILOING PERMIT MUST INCLUDE THE FOLLOWING INFORMATION FROM THIS EVALUATION REPORT: 1. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS WITH DECK: SEE DETAIL I6/S3.2 I. TITLE SHEETAND GENERAL NOTES SHEET,G0.1 2. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS WITH DURAPANEL DETAIL W53.2 2. IAPMD APPROVED SHEET 60.2 3. MAXIMUM ROOF SLOPE FOR ALL STRUCTURES IS 3 DEGREES � %��J 3. STRUCTURAL CONFIGURATION (I.L SOLID ORLATTICE ROOF, FREESTANDING ORATTACHED),SHEET51xORLIx 4.THE"LENGTH OF STRUCTURE' SHALL BETAKEN AS THE CONTINUOUS E U ED EEXISTIRGBUILOINGWALLF END OF PATIO COVER SUPPORT BEAM TO THE OTHER, INCLUDING ANY 4, SNOW LOAD DESIGN SHEETS 52lAND S2.2,WHERE APPLICABLE, BEAM SPLICES. THE STRUCTURE LENGTH SHALL BE DETERMINED THIS WAY REGAR BOTH TRELLISAND DECK ROOF USED ONTHE SAME S. BASED ON THE REQUIRED DESIGN LOADS, STTE-SPECIFICRAM RAND/OR PANEL SPAN TABLES 53xORL3.K CONTINUOUS PATIO COVER STRUCTURE.HOWEVER, PORTIONSOFT14ESIRUCTU ES ED It E DEC 6. TYPE OF HEADER, POST TYPE k QUANTITY, FOOTING SIZE (WHERE REQUIRED) BASED ON THE SITE-SPECIFI C DESIGN LOADS. S. CALCULATIONS FOR MAXIMUM SPANS WHEN ATTACHING TO AN EXISTINGR66 f,R N Il L 3, UM NG THAT THE EKISRNGWOOD RAFTERS ORTRUSSES ARE 7. APPROPRIATPSTRUCTUAALDETAJLS. DOUGLASFIR-LARCH No2. THIS TABLE CAN ALSO BEUSED FOR OTHER WOOD SPECIC 2 Z IpVI 8, OTHER DOCUMENTATION THAT MAYBE REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION, SUCH ASA SITE PLAN. i REVIEWED �ED FOR 9. SEE SE.KDRUlFORSHEETINDEX. 6 � COMPLIANCE SHEET INDEX SEE SHEET S1.x OR L1x FOR SHEET INDEJC ALL UNUSED SHEETS SHALL BE REMOVED FROM THIS SU OF DRAWINGS. JOB NAME: JOB ADORES,: i y�j��►� rC) u r ';�Q'CN WIND LOAD: 110 ro LIVE I SNOW LOAD: /� 0-t on s r 1, � � a 2485 RAILROAD ST, CORONA, CA 92880 951.736.4500 S 58 5 q Rom - .e TF OF CAL\ DATE SIGNED: July 8, 2019 26030 ACERO, SUITE 200 MISSION VIEJO, CA 92691 949.305.11501 FAX 949.305.1420 SAP Ma ES TM EXPIRES ON: JUNE 30, 2020 REVISIONS MARK DATE DESCRIPTION 4 STEL JOBS DA02-02 DATE 07108/19 DRAWN SY RC CHECKED MDS IAPMO 195 V 3.1.1 TITLE SHEET, DESIGN LOADS, GENERAL NOTES GO. 1 PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. y 41I EVALUATION REPORT LLN Orlptrrallylssued: 0610112011 Retrlaed: 07HBl2010 Valld Through: 011113012020 DURALUM PRODDCTS,nKC. 2485 Railroad Street Coronet, Californla 92680 (951) 7364500 ,n n,r.du r�L i In.rr,n RES]DF1,'TL1L PATiO COVERS; 6LRPOR1$, AND COMMERCIAL ROOF STRUCTURES C:kl Srsdluoe t0 73 00 Pr olx[ i}t•c CO,trs t9 34 aD ii c n I r d LOpmeersd slrastyri LO R$COGNI"ON 1.1 ri Corer Oucalum Products Resldential !redo Cava" rctajnixCd In ILir rcpms Waltbem mkilai for ate To, mt alivaaL outdoor brier "Ili maimed whb 4m1lino wits, helmet o carpnm, puaCtindii reams m i4bitali roti 71ti Ral&AIW ht}n Corers comply with Appwdia I ofthe I li and C BC. and Altiz is 31 of the lAC pnd CRC i-2 Cu)pocil rid Canmrrclal "or Slrunurtx Dan) rpim1 Produce Cai 7a sad Ceo mlerelal Rao! Srrunvra "Cotrt6rE in cLTI hnporl Itnt 6cln elyltelti fee use Ni permined by the spill kai dhaptets ar the IDC, SOLI od[n3 Secritw JAI toed 3IDS. C.F;.m sundsrrd w3[It ox. end sn, -3y dweltlnt a niu w am fee et we're pmllllcd by kite IRC pr CRC, tDeiudiee SeetiOa "Do. I Compliance: ThealrMMI pmpatie Orate i[dhkmpl Palo CotcrL Garponi, and ComaRtrctnl 11ntf Suuctarn rctognlrrd [n thL rstwn wise rtulwtad for wmpliearen5lh k4c foltm roil ender nod mli aioac •. 201j, 201S wd 1012. Intrmationaf Building Codes' ABCs a 2Q11,:015 end 2012 lnlermponl Residenliol Cede' . 2010osd 2013 Calilimmi Ill lldintCade' ICBC) 241bend:013 Cdirernis AtIjUreial Cade' (CRC) ASCS 7.16 and 7.10 - Minimum Dt ilgn Loads for BoOfte.5 end Olber Sumlum ADM 1.2D 1 S - Ahmtici Drat in Maetwd Pon l LO L[3SJTflT10'•S Use of she Duralom Prodlru ResWC"d31 Palfa Geer& Cuomo; sad Commercial nos f 5wnurrs rrcojO,crd'oI this rcfait art detc0ed in line 41 stud plea and iT icil eel ions Retislon V3.1,1 sisned and dated July a.2D19. is 11146a to she rollowin j liroholinnr. 7 TConn rucsinn of Ilx 1"ern teal ii coven. urpani.nd I: =,rtrut ref aruetoi sbaSl cnmpiy nib Ox s�Ipl[=le�r suds', manursclurcY intu11a11on lnlnsclioor, hills rcpon end th4 ereaapat)Jin; plans, b,aricg tilt mme Uuralua Pcnluty, lac. nsd Fri Enpneesinp Where nsn0iru 0eni, the Wale ratrie ive shill gowm 22 Patio iHvtrs 04 he nylrx'iaLod rilh ri Or tmo-hnuly diitlCnj unlu only ind shNl be, limlled to sir at must tars ys�nlsui undo Appmi 1 orI se SSC or CDC or Appcndls llpf the IRC V CRC %3 Caspons tad enrnindtaI roof uracswes slwU be Iloi 1t tdeatar `.'F% rr�ulaxd by 13Ieepplinbttellspien oli MC ror Risk CAuclay A in 4e midance with Willie I.-.1 of ASCE 7, Ca,pwn awoeirled will Ilti wild L-0-1 y dyrDint vain still be limited s01ae of rvyntlRCs erjlslasrd b7't1+o appliuhk dupIM of theTBC, MC, CBC and CRC. 2A CtnitnIsci cl C cc" -Wh led to the buhdli aMC131 (or oppnnal shell inrcledc 1111c reyml and dk aiaaprcifir s nktucal tvngonttei of cis, srear¢inying pAns. Wi0illi3 bt4 not Indeed fa do INZ Ahcri W" Inter, NPOkabic eedL tlrprivi eonfisrrslllm, dcsip. crhab in Seetloc 3.1 Of IW1s+coed, "Iled %post "bid, htada. Post nod 1041 tipM and oppnlpriarc ruls:sural 09411}e ,7-5 TAe r5lrling savtrury PWI 4e edcaluslc 10 support thi .ddiniormi made In jtecd by sba altct iced Patie m Or. Ad Fa pale corm. anioru and cusllastnacl mot POZpares subJoei Ia sate tiRlI t and stidinF minulatcd apses shall W midi DlS in rletasllnre sritb the milli fatim 110-11 In the moomanyinn plant. 2.7Tft pmjwnhm over lei Ti tracl0d„ d lobo eoucra abs0 nos tested 23S *be* i tiat desip for aaachcd p3110 t:o,im awl no be Increased to 4.0 when using oalamn and fdoiing stills rile fniaaaed,ng ruuecurm The prof eedon tits- Icilgih Milo roe freectandiagta, is Ilmlted. 2X vlocuaftd g and mashed prole raven, Ryi and ivicu sfat akmwimra doll hate a mvf ill opt or at ic= K ;ask per roll (LOg3 perec,tJ, 29 For attached pal'b imTssi eaSllinj stmCcueur shall balxa minimum widen pr30 keg (1.7 M. muiulum lenjtb of S0 fen (3f ,fi m). Mean ma r W& of 31 rats 1A.9 m3 or lees i n rapdnmcalesory8nadISftttl4.6MIOF10"1h Ciii C rod a nwr sing of ",IS it?r 6'17 (I M So pice,m ), bit aln init orrooronTilanp is 3o tqusre feet. C* evf Nrn r.ww rr,n,wkw,w/nw„w7.rrM+•.a,4ntti.n,.•!"wWanr�erNr�wV a••T H,rY,wuer...•.�Wbry 4Y eery, r y1uV. n,.n�•� rrt aCMeM � p<!e ti sworn, MNr r wrwren a ,Ant• r .�i .ewe MnK,-l•�+SrF.irtRMr.• w�rr.0 �'irH vie-uY••••+rbi,fbl. rW,.l.a /S IJrt+2SNl.hctM.flalRr Papeterl "r"'�Y"�' 1APM0 APPROVAL Ups I r 1 - Z95 Oripinallyissued: Obfo1f2011 Revised: D711BMS Va0dThrough: DMW2020 3-10 T1ro�a6ding ca,tn al Lxlyd coven and Ik r:tl Icing Lvlldinf to k.!0!emtn art Milli shall aalsdy with she acopirttrequilrnitnu of ntrplu ;d c ASCE 7 far nul" ¢rolri3rit sitapc end rcspsraC,Ii+snoinke 2.i1 A[In3mam date roof Iles IwA & id per i47.ITj Pal for optic color issveiated n•ith s vnC- and rtro-fi rcilyd*rl3int unit Ord 10 pir(55.76 Pa] rur ea poi and cmtvncrclsI soot tlmtlurcs. •7.11 Tntral Wlon of Cnum.planic-curc.riafpanclr sholi hd in iuividance With 41 nthutlon Mali Scrrloq $-Z4 of the 'teen_ end pptroVW. Cvi ilons Ni and tolrnal Iwd -00y pa Idtawn is this report 2.13 Appmrcd staloot or coulkinp shall be Wed Al any pmamLl y, mock in the exlgl ft ntnher m Waal'steno, will carlw1 po. LIa RVAmda3 paten comes, otilorn and nrnlrlacc3a5 Inor trnsenxes wbje,s so cpinjnphle create of abATt elan=el rush a< winnl.sprsdalp ottr hill& Ndyrc and Cusrpmenle In otterdutct wi111 Scasra ^_dX.i or ASCE T 4ne Ova Qt IN snipe ii thh repon- lI5 Any nnf alnr,Iwe constnaudsn ar. wra With a Ant nn.F top sew• Wall peal:' 11un 70.4 psf 1133D Pay 3n Sdsnnk 17tiljn Catcgii A. D. C. D, DD, AI. 07, C a F. and not cd:r� "1 with EaetptPoi I orISCor CDC Stenos 151J.1, is vo"eshecope ofobiste wr. .20AddWi ormcinroi walls to 11sLErntk1 yutio calls, salt br }n xe0[dance ni1W Stttlon 4.1 ofthL 'epee, 2.17 The Dun Iurry Products RtatsAai 1 i9 Co11rs, 1Ceatne, sod tom, iai Roof Strucruras arc produced in C'omcu- uirtnrna and Sacritinwo. Callrumit 3.o PRODUCT ESE perign i Inna11 rt l nn of dt Oun i Pend utis Ruldenlisl P11i0 Cm',rs. Commit. and Cants-tc4l Roof Sir-rism 11a0 comply v ish tic oppllphle Codes, the 1ttvinraCinrer's irseallal;nn limn sgi0n& till stole and the atrampnnryinp pi,w and tpdficasiets Rntis ion V3.I.I, stilted eM dated duty 9, N114, All tl loA5b1, inadioy Ci Orlit 4511 be as voi in the pLun acco-cranycn0 Ill.ke 'tillers H71en: eenfutu pets', the more endligitt rltall gerenn 3.t Onl=µ Selection of iiiabk svticuaal caoporcr i for the irnmlbtian or 0mlori end al1.li residen!ial patio milwi. tolptru and con colit [al mot Amt41= sill be in xcon3ancc pith the dri crhv3s u gtclftd 1" lWe vans. acconynanyin= IMF repose The yKojesl lorsdon. use fdnllo earn. copse, eamintritial rwcetee], cers rpending cods, and applicabl, deign cxitrsia, WL141OF sirlt uttgery OC only), wind opted. mild c1ptmta atesery, mot live iosd, rsmnl In n lard,:Gamic d"i;e nlii old awl Cm depth shall be plucd on or be sluie d in the ptwu aetampsr7int rills mi and be absavird l" tits seice;a erlllrcamponrnae 311sston flee! Inwllsilmt of the i ortquarnls 600Mlnrtl in of Ih11 rcpr.l to oci nncr [be pol In loi mnropon, or larro W in^ •Snot mochas "11 he in nev"itIlce mils Cu repo", Ifle plans arvi"Inylill; this mport, urusefictartr's ialtsllrt3va ialulrtiott. ens the appliPhle mda of this repro. Hrherc wrill u omi. she more real iedtr WWII joneaa 4.1PRobtlar DESclit"01f 4a1 Proiksf Inlniputlpe Dumdum ProdeAnts RafdeDdl Pmlo Cent'& Cagtod& and Caramrnial Rwi-suiscpnes vc frrn-wndins. and auadma. nuMentloscd wild and Winlee mldcnlpl pain seen, eupdes,"M rnmmcrcial snOfeuurnuu. TbC Aram••" 111a11 be earaeticted In ac,urdiii n1P1 'be plans ano opanyiu j lhia rears wo m indicord In Ibla rc7wrc Atcoelxd Patio tear', muse coni,derA 411A It vile" On slice sf&L Attod" eorptAe araorielCd niA ono- And Ira r=iir dw stint tuiu spill a< Ri on At Siva Iwo rider. lrnnamili pelip C,Aclr, easpeni awl a 1111* isl i assmaZt "I be open ca all fall SWIM host dediri wciotwc uaU vOcilpratixe used vM INC 4%KUK ' ro ponces aCarnb,d in rids rc;te W f en eaeltunl Altaeird retldendal prslo coven shall eonrarm to ii limns mcd in Scoion I w0 of iht IBC or CDC sad $aline AN103 or-tk 1RC AT GEC. The Ansotirea 0%.11 St T[ited in a product maluslioo repots fmm an apprw•ed sawcC n drfrri In iDC and CAC Salton 101.1 I.l Tonally scerTr nl ctrirCO23011 protnm arcrpud by Ili Unili F.w1-6-11, Si 44111O&A-11s 4.24 Aluwlatima Altaninam anKtILMl Members pus aOli• (genii me txyntdal scups of wrious Alloys and Iarp"'. rAmplyin wick Clupi onile To and AST ii ring o rose}Bedinthe plans W04*3myint udr rcpon. 4.2151li Sl« 1 "Wink s_trc fnmlyd'rrom various Brad" of swCI iwepi]Rmi stM A57M A300, GrAlk 0 and AS7'it A6S3 SS Cxade 5111 wiierc dtsiii rilh a pimkcd crutitp tompl)±nj Aitb O6D, as ,ptsifcd 1n she plApi s:vagson}ing Ibis mpury 4.W Fultnerss Faste[lers lndade aluminum and steel boos, wvud xmsx tar sarrim Tien Imlallc S anebaci ldf-dnllint sacxt and shim ineW serene Its Ipceifned In the plane ■,eosnp■nylag Ihis etilori. 4.2A Foste-PlastleCure Panic The lamirmatd roarncme sandwich roof panCls used with the =midunl etrrlfantnla dR;IM-actl in eW1 croon to rum freestanding and nluched Yerld=IW patio and lemmcrcial ii ail lie. Dn,spinel suurtwaT Ponds far Patio Carer: ai:cllba and raop ved in IAPMO UES E•R-505. Pagk2 of u v Origlnolly Issued: 00112011 Revised: 0711W2019 Valld Through: 0613012020 S,O IDEN 17INCATION CKlonits taterrd by ihir ri ahtlI be idsnoilod by a perrrsoci dttal Or k1rMlfying sag that Wald the o3mC Wad Address or the rttmuBetvitr 1Deralum Prodatu WO FA ch 3nat 161;oi A-11 ben Art o+i0i idcnsifyinj decal nr ty U:arint Ibc WA10 UFS Stsrk of CtnofuMily and the Et0ban Raper, Numlvr I CR•3931• F�AIIor efthc meter int Iiaika of Con Foi may he lord as Atsw : IppMO UES or 1APi1l0 i]G5 ER-19S 4.6 SUB5rA413TAT7r.JG DATA 1-1, I1iti; co" inj With the 1WES Aw6 uncc Criteria t&11Co,m tAC34o), Approted Augm gal IL 4,2 Eoaiosaiaj "Imu lour in acrordmir n91h *C 1019, 201511:lnwmratimlal Srd18'v;Cok�ASCV 7-10 and 7-If mad 11t A1volinnm 041tjn i4111Vpat Pan 1 (70)51 .63 Quality Control Inanual. '6u1 Pmdu¢ drawiv, 7.9 STATEMFh-r OF RECOXNT1i ills c111aaiim mli dcsmlR% tilt manilla of rcli ca rkil Otte by iA1rh10 li D•+alwtion Service an 0 m1um Prodynr AerWr ili Patio Cma, Carpmis, and Comme,rhl ROdf Smsxtscs manpfatlwtr] in Canxn real Sa,ranitwoe C6loctti& to ua on dse•ir_eonrtvrm+'lee in lie cod's shaam in Section 1.0 trolls agree and dmisily Ar III, li ci a ccni 6raainn The prod1l ii arc prwioted 11 Ionllara nolyd to S,ollat 1-17 Of his rcpon Uda o 'prat ty eerdml pminm rich p"khrie hspert;ve under dv snseni rkn o rl APr,10 UFS. Briae Cerbv. P.l• S.E Vice Pterrdo at, Tn11n1 call O pers urine lrnitprm ErAnation Sr nice 1�v',,�v RTclurd Beth, Pli CBD,IICP Nlrnlllc,}dent, l s iform Evaludien str ice GP Ruu Caw�j CEO, The IAPbtO Group rrr.Ca�•...1 trn.,a. thee, nbp,er „reef rl,.re ,1JI Page 3 or 3 2485 RAILROAD ST, CORONA, CA 92860 951.736A500 26030 ACERO, SUITE 200 MISSION VIEJO, CA 92691 949.305.1150 1 FAX 949.305.1420 EXPIRES ON: JUNE 30, 2020 REVISIONS A>Ril DATE DESCRIPTION 4M JOBA DAUM I DATE 0710WIS I DRAWN BY RC I CHECKED MDS 1APM0195 V 3.1.1 1APM0 APPROVAL G0.2 c� m X m i (E) BUILDING SERE NOTE 2 vr�nurrrrr.�ruuuiirrr.i.� yrrrrrr.rum....rr.��...r.ar...r�............... G..,.,. I RAFTER CONNECION I BLDG SEE NOTE 2 oTO i a w LATTICE 0 3' OR 6': D.C. z N SEE NOTE 2 I N o z ! � � w COL, TYP• a z SEE NOTE 4 o •- Li I I W w RAFTER CONNECTION BEAM SEE NOTE 3 N TO BEAM SEE NOTE 2 BEAM CLEAR SPAN LENGTH 'L' SEE NOTE 1 ,� PLAN VIEW NOTES: T. PATIO -COVER DIMEN51DN5 SPAN A SEE DESIGN ASSUMPTION NOTE 4 ON GO.1 FOR PATIO COVERS CONSISTING OF SOLID COVERS AND LATTICE FRAMING. B. HEIGHT OF STRUCTURE 'H' (TO TOP OF COVER) SHALL NOT BE OVER 12 FT. C. BEAM OVERHANG 'OH' SHALL NOT EXCEED 25% OF BEAM'S ADJACENT CLEAR SPAN. D. RAFTER OVERHANG 'OH' SHALL NOT EXCEED 257 OF RAFTER'S ADJACENT CLEAR SPAN. E. LATTICE OVERHANG 'OH' SHALL NOT EXCEED 25% OF THE TOTAL UNSPLICED LENGTH OF THE LATTICE MEMBER OR 24", WHICHEVER IN LESS. F. TRIBUTARY WIDTH ARE AS SHOWN ON PLAN: •TRIB (Bext)= )z ADJACENT RAFTER CLEAR SPAN @ RIGHT + RAFTER OH @ LEFT • TRIB (BLDG)=X ADJACENT RAFTER CLEAR SPAN G. THE RATIO P/L (COVER PROJECTION DIVIDED BY COVER LENGTH), NOT INCLUDING DECK OR BEAM OVERHANG, SHALL NOT BE MORE THAN 2.25 WHEN USING DESIGN FOR ATTACHED PATIO COVERS H. THE RAT10 P/L (COVER PROJECTION DIVIDED BY COVER LENGTH) CAN BE UP TO 4.0 WHEN USING COLUMN AND FOOTING SIZES AS IF THE COVER WAS FREESTANDING. 2, IATIIOF COVERS A. SEE SHEET L4.1 FOR LATTICE PROFILES. B. SEE SHEET L3.1F FOR RAFTER PROFILES AND MAXIMUM SPANS. C. SEE SHEET L2.2 FOR REDUCTION OF RAFTER MAXIMUM SPAN WHEN DESIGNING FOR SNOW LOADS. D. SEE SHEET L6.1 FOR CONNECTION OF LATTICE COVERS TO (E) BUILDING. E. ROOF OF STRUCTURES DESIGNED AS LATTICE COVERS SHALL REMAIN UNCOVERED. THERE SHALL BE NO OBSTRUCTIONS TO THE FLOW OF WIND THROUGH THE LATTICE MEMBERS, SUCH AS FABRIC OR PLANTS. F. CLEAR SPACING OF LATTICE MEMBERS SHALL BE EQUAL TO OR LARGER THAN THEIR WIDTH, AND NOTHING SHALL BE ADDED TO COVER THE LATTICE MEMBERS, THAT COULD OBSTRUCT WIND FLOW, INCLUDING, BUT NOT LIMITED TO FABRIC OR PLANTS. G. IF CLEAR SPACING BETWEEN LATTICE FRAMING MEMBERS IS MORE THAN 1.5 TIMES THEIR WIDTH (OR ON CENTER SPACING IS MORE THAN 2.5 TIMES THEIR WIDTH), IT IS ACCEPTABLE TO DESIGN THE STRUCTURE FOR A GROUND SNOW LOAD OF 20 PSF, EVEN IF THE SITE SPECIFIC GROUND SNOW LOADS ARE HIGHER THAN 20 PSF AND UP TO 84 PSF. ISOMETRIC VIEW 3/32"=1'-0" 3. BEAMS A SEE SHEET L4.1 FOR BEAM PROFILES. B. SEE SHEET L4.4 FOR FAN BEAM DETAILS. C. SEE SHEETS 9/0.2 & LB.xx.x FOR TABLES SHOWING MAXIMUM BEAM SPAN. D. SEE SHEET L2.2 FOR REDUCTION OF BEAM MAXIMUM SPAN WHEN DESIGNING FOR SNOW LOADS. E. SEE SHEETS L6.x FOR BEAM CONNECTIONS & DETAILS. 4. COLUMNS A. SEE TABLE 1 ON THIS SHEET FOR MINIMUM NUMBER OF COLUMNS REQUIRED BASED ON COVER DIMENSIONS. B. SEE SHEET L4.2 FOR COLUMN PROFILES. C. SEE SHEETS 9/1-7.2 AND LB.xx.x FOR TABLES SHOWING MAXIMUM POST SPACING. D. SEE SHEETS L6.x & L7.x FOR COLUMN CONNECTIONS & DETAILS. 5- FOUNDATIONS A. SEE SHEETS L7.1 AND L7.2 FOR COLUMN CONNECTION TO FOUNDATION. B. SEE BEAM SPAN TABLES ON SHEETS LB.xx.x FOR MINIMUM FOOTING SIZE FOR PATIO COVER SUPPORTED ON CONCRETE FOOTING, BASED ON BEAM SPAN SELECTED. C. SEE L7.1 FOR ALTERNATE FOOTING SIZES. 0. SEE 9/1-7.2 FOR ATTACHED PAT10 COVER SUPPORTED ON SLAB ON GRADE i . I P TABLE 1 MINIMUM NUMBER OF POSTS REQUIRING ATTACHMENT PER 3/L6.3 WITH 2 x 6.5 x 0.W2 SIDE PLATES (SIDE PLATE TYPE SP3) TRIG WIND 5 PF E 6 AW EXPOSURE WIDTH 11GB 1IOC 1 120E 120C 1300 13DC 5' 2 2 2 3 3 3 6 2 3 3 3 3 4 7 2 3 3 4 3 4 8' 3 3 3 4 4 5 9' 3 4 4 4 4 5 1C 3 4 4 5 5 6 IT 4 4 4 5 5 8 12 4 5 5 6 5 7 WITH 2 x 6.5 x 0.042 SIDE PLATES (SIDE PLATE TYPE SP4) TRiS W IND 6 P E E D AND E)G)CS1jRf OSURE WIDTH I10B 11X 120E 1200 1 1308 1 1 5' 2 2 2 2 1 2 3 6 2 2 2 3 3 3 7 2 3 3 3 3 4 IT 2 3 3 4 3 4 9' 3 3 3 4 4 5 1C7 3 4 4 4 4 5 1T 3 4 4 5 5 6 12 3 4 4 5 5 5 NOTES: 1. NUMBER OF POSTS SHOWN IN THIS TABLE IS A MINIMUM. ADD POSTS AS REQUIRED TO ENSURE THATTHE "MAX POSTS PACING (SPANr SHOWN ON SHEETS LB.xx.x IS NOT E)iEEDED. 2. THIS TABLE IS TO BE USED IN CONJUNCTION WITH DETAIL 3/L6.3. 3. THIS TABLE DOES NOTAPPLY IF THE SIDE PLATES ARE PROVIDED FOR AESTHE71CAL PURPOSES AND THE BEAM IS CONNECTED TO THE COLUMN DIRECTLY PER 2/1-6.3 OR WITH A BRACKET PER 1/1-4-3 8 1/L6.3. (�>T�ABLE 1_MINIMUM NUMBER OF COLING TOP ATTACHMENT PER 3/L@.3 SHEET INDEX - LATTICE STRUCTURES: TYPE E GDA -TITLE SHEET, DESIGN LOADS, GENERAL NOTES GD.2 - IAPMO APPROVAL L1.1 - LATTICE STRUCTURES: TYPE E L1.5 - LATTICE STRUCTURES: TRIBUTARYWIDTHS TO BEAMS L2.1 - LATTICE STRUCTURES: SNOW LOAD DESIGN: NEED TO CONSIDER DRIFT AND SLIDING DESIGN L2.2 - LATTICE STRUCTURES: SNOW LOAD DESIGN: SPAN REDUCTION FACTORS DUE TO DRIFT AND SLIDING L3.1A - LATTICE STRUCTURES: ATTACHED COVERS RAFTER SPANS L4.1 -LATTICE STRUCTURES: BEAM PROFILES L4.2-LATTICE STRUCTURES: COLUMN PROFILES L4.3 - LATTICE STRUCTURES: CONNECTORS L4.4 -LATTICE STRUCTURES: FAN BEAM DETAILS L6.1 -LATTICE STRUCTURES: ATTACHMENT TO EXISTING BUILDING L6.2-LATTICE STRUCTURES: CONNECTION DETAILS L6.3 - LATTICE STRUCTURES: CONNECTION DETAILS L7.1 -LATTICE STRUCTURES: FOUNDATION DETAILS L7.2 - LATTICE STRUCTURES: FOUNDATION DETAILS LS=.x- LATTICE STRUCTURES: BEAM SPANS AND FOUNDATION SIZES xx PSF LLISL, 1xO MPH G9.1 -ADDITIONAL STATE LICENSURE STAMPS LATTICE COVER STRUCTURE TYPE E: ATTACHED SINGLE SPAN WITH OPTIONAL CANTILEVER 2485 RAILROAD ST, CORONA, CA 92880 951.736.4500 S 58 5 9rE OF CALF DATE SIGNED: July 8, 2019 tPAJ -& 26030 ACERO, SUITE 200 MISSION VIEJO, CA 92691 949.305.1150 1 FAX 949.305.1420 1Ap M� OTM E5 EXPIRES ON: JUNE 30, 2020 REVISIONS MARK DATE DESCRIPTION 4 STEL JOB A DA02-02 DATE 07108119 DRAWN BY RC CHECKED MDS IAPM0195 V 3.1.1 LATTICE STRUCTURES: TYPE E L 1 . 1 - O RAFTER m µa SEE NOTE 2 (E) BUILDING - I 2 I) RAFTER CONNECTION I I TO BLDG SEE NOTE 2 i m I ! I w , LATTICE @ : 3 OR V O.C. C* W SEE .NOTE 2 I I ` _ i I COLITYP I I I d Q RAFTER CONNECTION SEE ,NOTE 14 I 1 #� I MO z TO BEAM SEE NOTE 2 m ! _ y i I I I BEAM LENGTH 'L' SEE NOTE 1 C PLAN VIEW NOTES: 1, PATIO COVER DIMENSIONS CLEAR SPAN A SEE DESIGN ASSUMPTION 4 ON GOA FOR PATIO COVERS CONSISTING OF SOLID COVERS AND LATTICE FRAMING, B. HEIGHT OF STRUCTURE 'H' (TO TOP OF COVER) SHALL NOT BE OVER 12 FT. C. BEAM OVERHANG 'CW SHALL NOT EXCEED 25% OF BEAM'S ADJACENT CLEAR SPAN. D. RAFTER OVERHANG 'OH' SHALL NOT EXCEED 25% OF RAFTER'S ADJACENT CLEAR SPAN. E. LAT ICE OVERHANG 'OH' SHALL NOT EXCEED 25% OF THE TOTAL UNSPUCED LENGTH OF THE LATTICE MEMBER OR 24", WHICHEVER IS LESS. F. TRIBUTARY WIDTH ARE AS SHOWN ON PLAN: • TRIB (Bext)= Y2 ADJACENT RAFTER CLEAR SPAN @ RIGHT + RAFTER OH @ LEFT • TRIB (Sint)= Yz ADJACENT RAFTER CLEAR SPAN @ RIGHT + Y2 ADJACENT RAFTER CLEAR SPAN @ LEFT TRIB (BLDG)mY, ADJACENT RAFTER CLEAR SPAN G. THE RATIO P/L (COVER PROJECTION DIVIDED BY COVER LENG". NOT INCLUDING DECK OR BEAM OVERHANG, SHALL NOT BE MORE THAN 2.25 WHEN USING DESIGN FOR ATTACHED PATIO COVErRS H. THE RATIO PA (COVER PROJECTION DIVIDED BY COVER LENGTH) CAN BE UP TO 4.0 WHEN USING COLUMN AND FOOTING SIZES AS IF THE COVER WAS FREESTANDING. A. SEE SHEET L4.1 FOR LATTICE PROFILES. B. SEE SHEET L3.1A FOR 047ER PROFILES AND MAXIMUM SPANS. C. SEE SHEET L2.2 FOR REDUCTION OF RAFTER MAXIMUM SPAN WHEN DESIGNING FOR SNOW LOADS. D. SEE SHEETS L6.1 FOR CONNECTION OF LATTICE COVERS TO (E) BUILDING. E. ROOF OF STRUCTURES DESIGNED AS LATTICE COVERS SHALL ROAN UNCOVERED. THERE SHALL BE NO OBSTRUCTIONS TO THE FLOW OF WIND THROUGH THE LATTICE MEMBERS, SUCH AS FABRIC OR PLANTS. F. CLEAR SPACING OF LATTICE MEMBERS SHALL BE EQUAL TO OR LARGER THAN THEIR WIDTH, AND NOTHING SHALL BE ADDED TO COVER THE LATTICE MEMBERS, THAT COULD OBSTRUCT WIND FLOW, INCLUDING, BUT NOT UMM TO FABRIC OR PLANTS, G. IF CLEAR SPACING BETWEEN LAITM FRAMING MEMBERS IS MORE THAN 1.5 TIMES THEIR WIDTH (OR ON CENTER SPACING IS MORE THAN 2.5 TIMES THEIR WIDTH), IT is ACCEPTABLE TO DESIGN THE STRUCTURE FOR A GROUND SNOW LOAD OF 20 PSF, EVEN IF THE SITE SPECIFIC GROUND SNOW LOADS ARE HIGHER THAN 20 PSF AND UP TO 84 PSF. B IsoM�TRIc vlEw 3. BEAMS nnnr -Ducar no wnnn MAIrom A SEE SHEET L4.1 FOR BEAM PROFILES. B. SEE SHEET L4.4 FOR FAN BEAM DETAILS. C. SEE SHEETS 9/1-7.2 & LB.xx.x FOR TABLES SHOWING MAXIMUM BEAM SPAN. D. SEE SHEET L2.2 FOR REDUCTION OF BEAM MAXIMUM SPAN WHEN DESIGNING FOR SNOW LOADS. E. SEE SHEETS L6.x FOR BEAM CONNECTIONS & DETAILS. 4- CDLL I,IN5 A. SEE TABLE 1 ON THIS SHEET FOR MINIMUM NUMBER OF COLUMNS REQUIRED BASED ON COVER DIMENSIONS. B. SEE SHEET L4.2 FOR COLUMN PROFILES. C. SEE SHEETS 9/0.2 AND L8.xx.x FOR TABLES SHOWING MAXIMUM POST SPACING. D. SEE SHEETS L6.x & L7.x FOR COLUMN CONNECTIONS & DETAILS. FMXRTllT 1111'6 A. SEE SHEETS L7.1 AND L7.2 FOR COLUMN CONNECTION TO FOUNDATION. B. SEE BE SPAN TABLES ON SHEETS LB.xx.x FOR MINIMUM FOOTING SIZE FOR PATIO COVER SUPPORTED ON CONCRETE FOOTING, BASED ON BEAM SPAN SDECT,41 C. SEE L7.1 FOR ALTERNATE FOOTING SIZES. D. SEE 9/0.2 FOR ATTACHED PATIO COVER SUPPORTED ON SLAB ON GRADE B, TABLE 1 MINIMUM NUMBER OF POSTS REQUIRING .T ArURA=K(TDGD4ll R'A WITH 2 x 6.5 x 0.032 SIDE PLATES (SIDE PLATE TYPES" TRIB--WIND WIDTH SPEF D A NO E 7POSURE 1108 1100 12DB 12W 1309 130C $ 2 2 2 3 3 3 g 2 3 S 3 3. 4 T 2 3 3 4 3 4 4 5 9 1 3 4 4 4 4 5 1g 3 4 4 5 5 fi 1h' 4 4 4 5 5 6 52 4 5 5 8 5 7 WITH 2 )C&S-x O.UA2 SIDE PLATE (SIDE PLATE TYPE SPQ TRIG WIND SPE t U ANP t)POS U WIDTH 110E 1I-= 1208 1200 1308 13pC 5' 2 2 2 2 2 3 B 2 2 2 3 3 3 T 2 3 3 3 3 4 8 2 3 3 4 3 4 9 3 3 3 4 4 5 10' 3 4 4 4 4 5 11' s 4 4 5 5 6 17 3 4 4 1 5 5 5 NOTES: 1, NUMBER OF POSTS SHOWN IN THIS TABLE IS A MINIMUM. ADD POSTS AS REQUIRED TO ENSURE THAT THE "MAX POSTS PACING (SPAN)' SHOWN ON SHEETS LB.xx.x IS NOT EXCEEDED. 2. THIS TABLE IS TO BE USED IN CONJUNCTION WITH DETAIL 3/L6.3 3, THIS TABLE DOES NOT APPLY IF THE SIDE PLATES ARE PROVIDED FOR AESTHETICAL PURPOSES AND THE BEAM IS CONNECTED TO THE COLUMN DIRECTLY PER 2/L6.3 OR WITH A BRACKET PER 1/1-4.3 8 1/L6.3 A TABLE 1 - MINIMUM NUMBER OF COL REQUIRING TOP ATTACHMENT PER 3/L6r3 SHEET NO EX - LATTICE STRUCTURES: TYPE F GO.1 -TITLE SHEET, DESIGN LOADS, GENERAL NOTES G0.2 - IAPMO APPROVAL L1.2- LATTICE STRUCTURES: TYPE F L1.5 - LATTICE STRUCTURES: TRIBUTARY VVIDTHS TO BEAMS L2.1 - LATTICE STRUCTURES: SNOW LOA0 DESIGN: NEED TO CONSIDER DRIFT AND SLIDING DESIGN L2.2-LATTICE STRUCTURES: SNOW LOAD DESIGN: SPAN REDUCTION FACTORS DUE TO DRIFT AND SLIDING L3.1A -LATTICE STRUCTURES: ATTACHED COVERS RAFTER SPANS 1-4-1 - LATTICE STRUCTURES: BEAM PROFILES L4.2 - LATTICE STRUCTURES: COLUMN PROFILES L4.3 - LATTICE STRUCTURES: CONNECTORS L4.4- LATTICE STRUCTURES: FAN BEAM DETAILS L6.1 - LATTICE STRUCTURES: ATTACHMENT TO EXISTING BUILDING L6.2 - LATTICE STRUCTURES: CONNECTION DETAILS L6.3 - LATTICE STRUCTURES: CONNECTION DETAILS L7.i - LATTICE STRUCTURES: FOUNDATION DETAILS L72 - LATTICE STRUCTURES: FOUNDATION DETAILS LS.xx.x • LATTICE STRUCTURES: BEAM SPANS AND FOUNDATION SIZES xx PSF LL/SL, 1x0 MPH G9.1-ADDRTONAL STATE LICENSURE STAMPS LATTICE COVER STRUCTURE TYPE F: ATTACHED MULTI -SPAN WITH OPTIONAL CANTILEVER 2485 RAILROAD ST, CORONA, CA 92880 951.736.4500 DATE SIGNED: July 8, 2019 vjW.,lf-- 26030 ACERO, SUITE 200 MISSION VIEJO, CA 92691 949.305.11501 FAX 949.305.1420 EXPIRES ON: JUNE 30, 2020 REVISIONS MARK ]DATE I DESCRIPTION 4 STEL JOB # DA02-02 DATE 07108119 DRAWN BY RC CHECKED MDS IAPMO 195 V 3.1.1 LATTICE STRUCTURES: TYPE F L1.2 "I r �. 1 PLAN VIEW K m NOTES: 1. PATIO COVER DIMENSIONS RAFTER SEE NOTE 2 w 1 LATTICE@ 3. OR " O.C,' SEE NOTE 2 f I I i I f i i ] COL, TYP SEE NOTE 4 I' RAFTER, CONNECTION T6 BEAN SEE NOTE 2 f I BEAM CLEAR SPAN LENGTH 'L' SEE NOTE 1 A SEE DESIGN ASSUMPTION 4 ON GOA FOR PATIO COVERS CONSISTING OF SOLID COVERS AND LATTICE FRAMING. B. HEIGHT OF STRUCTURE 'H' (TO TOP OF COVER) SHALL NOT BE OVER 12 FT. C. BEAM OVERHANG 'OH' SHALL NOT EXCEED 25% OF BEAM'S ADJACENT CLEAR SPAN. D. RAFTER OVERHANG 'OH' SHALL NOT EXCEED 257 OF RAFTER'S ADJACENT CLEAR SPAN. E. LATTICE OVERHANG 'OH' SHALL NOT EXCEED 25% OF THE TOTAL UNSPLICED LENGTH OF THE LATTICE MEMBER OR 24", WHICHEVER IS LESS. F. TRIBUTARY WIDTH ARE AS SHOWN ON PLAN: • TRIB (Bext)= Xt ADJACENT RAFTER CLEAR SPAN @ RIGHT + RAFTER OH @ LEFT • TRIB (BLDG)=h ADJACENT RAFTER CLEAR SPAN 2. LATTICE COVERS A. SEE SHEET L4.1 FOR LATTICE PROFILES. B. SEE SHEET 1-3.1F FOR RAFTER PROFILES AND MAXIMUM SPANS. C. SEE SHEET L2.2 FOR REDUCTION OF RAFTER MAXIMUM SPAN WHEN DESIGNING FOR SNOW LOADS. E. SEE SHEETS L6.1 FOR CONNECTION OF LATTICE COVERS TO (E) BUILDING.ROOF OF STRUCTURES DESIGNED AS LATTICE COVERS SHALL REMAIN UNCOVERED. THERE SHALL BE NO OBSTRUCTIONS TO THE FLOW OF WIND THROUGH THE LATTICE MEMBERS, SUCH AS FABRIC OR PLANTS. F. CLEAR SPACING OF LATTICE MEMBERS SHALL BE EQUAL TO OR LARGER THAN THEIR WIDTH, AND NOTHING SHALL BE ADDED TO COVER THE LATTICE MEMBERS, THAT COULD OBSTRUCT WIND FLOW, INCLUDING, BUT NOT LIMITED TO FABRIC OR PLANTS. G. IF CLEAR SPACING BETWEEN LATTICE FRAMING MEMBERS IS MORE THAN 1.5 TIMES THEIR WIDTH (OR ON CENTER SPACING IS MORE THAN 2.5 TIMES THEIR WIDTH), FT IS ACCEPTABLE TO DESIGN THE STRUCTURE FOR A GROUND SNOW LOAD OF 20 PSF, EVEN IF THE SITE SPECIFIC GROUND SNOW LOADS ARE HIGHER THAN 20 PSF AND UP TO 84 PSF. z V, n z U a OH ISOMETRIC VIEW 3. BEAMS A SEE SHEET L4.1 FOR BEAM PROFILES. B. SEE SHEET L4.4 FOR FAN BEAM DETAILS. C. SEE SHEETS 9/L7.2 & L8.xx.x FOR TABLES SHOWING MAXIMUM BEAM SPAN. D. SEE SHEET L2.2 FOR REDUCTION OF BEAM MAXIMUM SPAN WHEN DESIGNING FOR SNOW LOADS. E. SEE SHEETS L6.x FOR BEAM CONNECTIONS & DETAILS. 4. COLUMNS A SEE TABLE 1 ON THIS SHEET FOR MINIMUM NUMBER OF COLUMNS REQUIRED BASED ON COVER DIMENSIONS. B. SEE SHEET L4.2 FOR COLUMN PROFILES. C. SEE SHEETS 9/0.2 AND LB.xx.x FOR TABLES SHOWING MAXIMUM POST SPACING. D. SEE SHEETS L6.x & L7.x FOR COLUMN CONNECTIONS & DETAILS. 5. FOUNDATIONS A. SEE SHEETS L7.1 AND L7.2 FOR COLUMN CONNECTION TO FOUNDATION. B. SEE BEAM SPAN TABLES ON SHEETS LB.xx.x FOR MINIMUM FOOTING SIZE FOR PATIO COVER SUPPORTED ON CONCRETE FOOTING, BASED ON BEAM SPAN SELECTED. C. SEE 9/0.2 FOR ALTERNATE FOOTING SIZES. SLAB, 5 TABLE 1 MINIMUM NUMBER OF POSTS REQUIRING ATTACHMENT PER 316.3 WITH 2 x 6.5 x 0.032 SIDE PLATES (SIDE PLATE TYPE SP3) TRIB WIDTH WIND SPEED ANDE3FOS-URF 110B 110C 120E 120C 1308 1 130C 5' 2 2 2 3 3 3 67 2 3 3 3 3 4 7 2 3 3 4 3 4 8' 3 3 3 4 4 5 9' 3 4 4 4 4 5 1D 3 4 4 5 5 6 11' 4 4 4 5 5 B 11 4 5 5 6 15 7 WITH 2 x 6.5 x 0.042 SIDE PLATES (SIDE PLATE TYPE SPQ TRIG WIND SPEED AND EXPOSURE WIDTH 11DB 11DC I 12DB 120C 130B 130C 5' 2 2 2 2 2 3 6' 2 2 2 3 3 3 7 2 3 3 3 3 4 8' 2 3 3 4 3 4 9' 3 3 3 4 4 5 1V 3 4 4 4 4 5 11' 3 4 4 5 S 6 12' 3 4 4 5 1 5 5 NOTES: 1. NUMBER OF POSTS SHOWN IN THIS TABLE IS A MINIMUM, ADD POSTS AS REQUIRED TO ENSURE THATTHE'MAXPOST SPACING (SPAN) -SHOWN ON SHEETS LB.xx.x IS NOTE)ICEEDED. 2. THIS TABLE IS TO BE USED IN CONJUNCTION WITH DETAIL 3/1-6-3. 3. THIS TABLE DOES NOTAPPLY IF THE SIDE PLATES ARE PROVIDED FOR AESTHETICAL PURPOSES AND THE BEAM IS CONNECTED TO THE COLUMN DIRECTLY PER 211-6.3 OR WITH A BRACKET PER 1/1-4.3 8 11L6.3. (� TABLE 1 -MINIMUM NUMBER OF COL REQUIRING TOP ATTACHMENT PER 3/L6+3 SHEET INDEX- LATTICE STRUCTURES: TYPE G GDA -TITLE SHEET, DESIGN LOADS, GENERAL NOTES GD.2 - IAPMO APPROVAL 1-1.3 - LATTICE STRUCTURES: TYPE G 1-1.5 - LATTICE STRUCTURES: TRIBUTARYWIDTHS TO BEAMS 1-2.1 - LATTICE STRUCTURES: SNOW LOAD DESIGN: NEED TO CONSIDER DRIFT AND SLIDING DESIGN L2.2 - LATTICE STRUCTURES: SNOW LOAD DESIGN: SPAN REDUCTION FACTORS DUE TO DRIFTAND SLIDING L3.1 F - LATTICE STRUCTURES: FREESTANDING COVERS RAFTER SPANS 1-4.1 - LATTICE STRUCTURES: BEAM PROFILES L4.2 - LATTICE STRUCTURES: COLUMN PROFILES L4.3 - LATTICE STRUCTURES: CONNECTORS L4.4 - LATTICE STRUCTURES: FAN BEAM DETAILS L6.1 -LATTICE STRUCTURES: ATTACHMENTTO EXISTING BUILDING L6.2 - LATTICE STRUCTURES: CONNECTION DETAILS L6.3 - LATTICE STRUCTURES: CONNECTION DETAILS L7.1 - LATTICE STRUCTURES: FOUNDATION DETAILS L7.2 - LATTICE STRUCTURES: FOUNDATION DETAILS L8.xxx-LATTICE STRUCTURES: BEAM SPANS AND FOUNDATION SIZES xx PSF LUSL, 1x0 MPH G9.1 -ADDITIONAL STATE LICENSURE STAMPS LATTICE COVER STRUCTURE TYPE G: FREESTANDING SINGLE SPAN WITH OPTIONAL CANTILEVER m X m m W I I I I 1 bI ` � RAFTERi CONNECTION I I COL; TYP a a x w, En ..- 1 TO BEAM SEF NOTE 2 1- -- } _! SEE! NOTE 4- W I I I I I I 1 W Ln = a Lu RAFTER SEE NOTE 2 I LATTICB, @ 31 OR 6" O.O. 1 t " z a w d w SEE NOTE 21 ! N I 1 I I I 1 BEAM CLEAR SPAN L W!A CLEAR SPAN LENGTH 'L' SEE NOTE 1 C PLAN VIEW NOTES: I. PA70 COVER 91MENSIDNS A SEE DESIGN ASSUMPTION 4 ON GOA FOR PATIO COVERS CONSISTING OF SOLID COVERS AND LATTICE FRAMING. B. HEIGHT OF STRUCTURE 'H' (TO TOP OF COVER) SHALL NOT BE OVER 12 FT. C. BEAM OVERHANG 'OH' SHALL NOT EXCEED 25% OF BEAM'S ADJACENT CLEAR SPAN. D. RAFTER OVERHANG 'OH' SHALL NOT EXCEED 25% OF RAFTER'S ADJACENT CLEAR SPAN. E. LATTICE OVERHANG 'OH' SHALL NOT EXCEED 25% OF THE TOTAL UNSPLICED LENGTH OF THE LATTICE MEMBER OR 24', WHICHEVER IS LESS. F. TRIBUTARY WIDTH ARE AS SHOWN ON PLAN: • TRIB (Bext)= Xl ADJACENT RAFTER CLEAR SPAN @ RIGHT + RAFTER OH @ LEFT • TRIB (Bint)= Xz ADJACENT RAFTER CLEAR SPAN @ RIGHT + X ADJACENT RAFTER CLEAR SPAN @ LEFT • TRIB (BLDG)=Xt ADJACENT RAFTER CLEAR SPAN A. SEE SHEET L4.1 FOR LATTICE PROFILES. B. SEE SHEET L3.1F FOR RAFTER PROFILES AND MAXIMUM SPANS. C. SEE SHEET L2.2 FOR REDUCTION OF RAFTER MAXIMUM SPAN WHEN DESIGNING FOR SNOW LOADS. E SEE SHEETS L6.1 FOR CONNECTION OF LATTICE COVERS TO (E) BUILDING.ROOF OF STRUCTURES DESIGNED AS LATTICE COVERS SHALL REMAIN UNCOVERED. THERE SHALL BE NO OBSTRUCTIONS TO THE FLOW OF WIND THROUGH THE LATTICE MEMBERS, SUCH AS FABRIC OR PLANTS. F. CLEAR SPACING OF LATTICE MEMBERS SHALL BE EQUAL TO OR LARGER THAN THEIR WIDTH, AND NOTHING SHALL BE ADDED TO COVER THE LATTICE MEMBERS, THAT COULD OBSTRUCT WIND FLOW, INCLUDING, BUT NOT LIMITED TO FABRIC OR PLANTS. G.IF CLEAR SPACING BETWEEN LATTICE FRAMING MEMBERS IS MORE THAN 1.5 TIMES THEIR WIDTH (OR ON CENTER SPACING IS' MORE THAN 2.5 TIMES THEIR WIDTH), IT IS ACCEPTABLE TO DESIGN THE STRUCTURE FOR A GROUND SNOW LOAD OF 20 PSF, EVEN IF THE SITE SPECIFIC GROUND SNOW LOADS ARE HICHIiR THAN 20 PSF AND UP TO 84 PSF. O t2 6 ISOMETRIC VIEW 3. BEAMS A SEE SHEET L4.1 FOR BEAM PROFILES. B. SEE SHEET L4.4 FOR FAN BEAM DETAILS. B. SEE SHEETS 9/L7.2 & L8.xx.x FOR TABLES SHOWING MAXIMUM BEAM SPAN. C. SEE SHEET L2.2 FOR REDUCTION OF BEAM MAXIMUM SPAN WHEN DESIGNING FOR SNOW LOADS. D. SEE SHEETS L6.x FOR BEAM CONNECTIONS & DETAILS. 4. COLUMNS A SEE TABLE 1 ON THIS SHEET FOR MINIMUM NUMBER OF COLUMNS REQUIRED BASED ON COVER DIMENSIONS. B. SEE SHEET L4.2 FOR COLUMN PROFILES. C. SEE SHEETS 9/L7.2 AND L8.xx.x FOR TABLES SHOWING MAXIMUM POST SPACING. D. SEE SHEETS L6.x & L7.x FOR COLUMN CONNECTIONS & DETAILS. ;. FOUNDATIONS A. SEE SHEETS L7.1 AND L7.2 FOR COLUMN CONNECTION TO FOUNDATION. B. SEE BEAM SPAN TABLES ON SHEETS LB.xx.x FOR MINIMUM FOOTING SIZE FOR PATIO COVER SUPPORTED ON CONCRETE FOOTING, BASED ON BEAM SPAN SELECTED. C. SEE 9/L7.2 FOR ALTERNATE FOOTING SIZES. SLAB, 5 TABLE 1 MINIMUM NUMBER OF POSTS REQUIRING ATTACHMENT PER 3/L6.3 WMA 2 x 8.5 x O.On SIDE PLATES (SIDE PLATE TYPESP3) TRIB WIDTH WE14 S D 710E 17UC 120B 720C 139B k30C 2 3 3 3 $ 2 3 3 3 3 4 T 2 3 1 3 4 3 4 8 3 3 3 4 4 5 9 3 4 4 4 4 5 70 3 4 4 5 5 B 11• 4 a 4 5 5 B 17 4 5 5 6 5 7 -WrrH 2 x 6.6-x D.042 SIDE PLATES-- - -_ (SIDE PLATE TYPESP4) TRiB IN SPEED AN EXPOSURE WIDTH 1106 I 110C IWB I= 130E 130C 5' 2 2 2 2 2 3 6' 2 2 2 3 3 3 T 2 3 3 3 3 4 8' 2 3 3 4 3 4 9 3 3 3 4 4 5 la 3 4 4 4 4 5 11' 3 4 4 5 5 6 17 3 4 4 5 5 5 NOTES: 1. NUMBER OF POSTS SHOWN IN THIS TABLE IS A MINIMUM. ADD POSTS AS REQUIRED TO ENSURE THATTHE "MAX POST SPACING (SPAN)' SHOWN ON SHEETS LB.xx.x IS NOT EXCEEDED. 2, THIS TABLE IS TO BE USED IN CONJUNCTION WITH DETAIL 3/L63 3. THIS TABLE DOES NOTAPPLY IFTHE SIDE PLATES ARE PROVIDED FOR AESTHETICAL PURPOSES AND THE BEAM IS CONNECTED TO THE COLUMN DIRECTLY PER 2/L6.3 OR WITH A BRACKET PER 1/L4.3 8 1/L6.3. A�TABLEMINIMUM NUMBER OF COL TOP ATTACHMENT PER 3/L6,3 SHEET INDEX -LATTICE STRUCTU RES' TYP GO.1 -TITLE SHEET, DESIGN LOADS, GENERAL NOTES 00.2 - IAPMO APPROVAL L1.4-LATTICE STRUCTURES:TYPE H L1.5 - LATTICE STRUCTURES: TRIB UTARY W IDTHS TO BEAMS L2.1 - LATTICE STRUCTURES: SNOW LOAD DESIGN: NEED TO CONSIDER DRIFT AND SLIDING DESIGN L2.2 - LATTICE STRUCTURES: SNOW LOAD DESIGN: SPAN REDUCTION FACTORS DUE TO DRIFT AND SLIDING L3.1 F - LATTICE STRUCTURES: FREESTANDING COVERS RAFTER SPANS L4.1 -LATTICE STRUCTURES: BEAM PROFILES L4.2-LATTICE STRUCTURES: COLUMN PROFILES L4.3 - LATTICE STRUCTURES: CONNECTORS L4.4 - LATTICE STRUCTURES: FAN BEAM DETAILS L6.1 - LATTICE STRUCTURES: ATTACHMENT TO EXISTING BUILDING L6 2 - LATTICE STRUCTURES: CONNECTION DETAILS L6 3 - LATTICE STRUCTURES: CONNECTION DETAILS L7.1 - LATTICE STRUCTURES: FOUNDATION DETAILS L7 2 - LATTICE STRUCTURES: FOUNDATION DETAILS L8.xxx - LATTICE STRUCTURES: BEAM SPANS AND FOUNDATION SIZES xx PSF LL/SL, 1x0 MPH G9.1 -ADDITIONAL STATE LICENSURE STAMPS LATTICE COVER STRUCTURE TYPE H: FREESTANDING MULTI -SPAN WITH OPTIONAL CANTILEVER TRIBUTARY WIDTH TABLE (FT) OH CLEAR SPAN (FT) (FT) 6 7 8 9 10 11 1 12 13 14 1 15 16 1 17 18 19 20 21 22 23 24 0 3.0 35 4.0 4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.5 9.0 9.5 10.0 10.5 11.0 11.5 12.0 1 4.0 4.5 5.0 55 6.0 6.5 7.0 75 8.0 8.5 9.0 9.5 10.0 10.5 11.0 11.5 12.0 NP NP 2 5.0 55 6.0 6.5 7.0 7.5 8.0 85 9.0 95 10.0 10.5 11.0 11.5 12.0 NP NP NP NP 3 6.0 6S 7.0 7.5 8.0 8.5 9.0 95 10.0 10.5 12.0 11.5 12.0 NP NP NP NP NP NP 4 7.0 7S 8.0 9.5 9.0 9.5 10.0 105 11.0 11.5 12.0 NP NP NP NP NP NP NP NP 5 8.0 85 9.0 9.5 1 10.0 1 10.5 11.0 115 12.0 NP NP NP NP NP NP NP I NP NP NP NP - NU I PLKMI I I ED -SITE SPECIFIC ENGINEERING REQUIRED. ROUNDUP TRIBUTARY WIDTH AS REQUIRED TO USE DESIGN TABLES. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN 2485 RAILROAD ST, CORONA, CA 92880 951.736.4500 FEssI ! S 58 5 �� OF CA_\F� DATE SIGNED: July 8, 2019 26030 ACERO, SUITE 200 MISSION VIEJO, CA 92691 949.305.11501 FAX 949.305.1420 SAP Mo ES TM EXPIRES ON: J U N E 30, 2020 REVISIONS MARK DATE DESCRIPTION 4 STEL JOB # DA02-02 DATE 07109/19 DRAWN BY RC CHECKED MDS IAPM0195 V 3.1.1 LATTICE STRUCTURES: TRIBUTARY WIDTH TO BEAMS L1.5 2485 RAILROAD ST, CORONA, CA 92880 951.736.4500 DATE SIGNED: July 8, 2019 A.pk T Izw L 26030 ACERO, SUITE 200 MISSION VIEJO, CA 92691 949.305.11501 FAX 949.305.1420 EXPIRES ON: JUNE 30, 2020 REVISIONS MARK I DATE DESCRIPTION 4 STEL JOB # DA02-02 DATE 07/08119 DRAWN BY RC CHECKED MDS IAPM0 195 V 3.1.1 LATTICE STRUCTURES: ATTACHED COVERS RAFTER SPANS L3.1A 2485 RAILROAD ST, CORONA, CA 92880 951.736.4500 Q Ess I S 5885 T 'gllCjlg" �Q qT� Ofi �A4�F�t� DATE SIGNED: July 8, 2019 26030 ACERO, SUITE 200 MISSION VIEJO, CA 92691 949.305.11501 FAX 949.305.1420 �Ap Mp ES TM EXPIRES ON: JUNE 30, 2020 REVISIONS MARK DATE DESCRIPTION 4 STEL JOB # DA02-02 DATE 07108/19 DRAWN BY RC CHECKED MDS IAPM0195 V 3.1.1 LATTICE STRUCTURES: FREESTANDING COVERS RAFTER SPANS L3.1 F ALUM. ALLOY 60Ti3T6 ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004 1.229" H36 AtGM. ALLOY 3004ti36 STEEL ASTM A653-SS GRADE 50 G60 2.139' 0.085" 2.010" W. 2.908' 0 12 CA." 'a CONTINUOUS STEEL INSERT o i-) 0.042 m o o rn CD N M7 N O W co i1 _ OA80" m f- 0.042' TYA. _ N u7 O 2.824" 3.000` NOTE - SEE 1/S4.6 FOR DETAILS AT FAN BEAM. 3.000' B#T FAN BEAM 3 x 8 x 0A42' ALUM. BEAM WI- B11 3 x 8 x 0A42 B6(y3 x 3 x 0.03r ALUM. BEAM W/- 12 GA STL INSERT 3"=1'-O" 3"p1'-D" 12 GA. Mc V CHANNEL 0.9845" ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004 H36 STEEL ASTM A653-SS GRADE 50 G60 STEEL ASTM A653-SS GRADE 50 G60 ALUMINUM BEAM & CONTINUOUS STEEL INSERT PER 614/S4.2 0.042" o TYP. TYP. 0 0 0.042" o o $ TYP. o n co m o r, o ao m r 2.000' 4.000" 2.D00" MAX 3.000" 2.898" 3.000" 4.OD0" 3.000" 3.000" 4,000" 3.000, MAX. MAX n 818 3 x 8 x 0.04r w/ B15 DBL 3 x 8 x 0.04r ALUM. BEAM B12 DBL 3 x 8 x 0.042' B9 DBL 2 x 6 1/2 x 0.042' 12 GA STI , V CHANNEL s'=1' o° W/ 14 GA STL INSERT 3"=1'-o' ALUM. ALLOY 3004-1-136 ALUM. ALLOY 30 "36 ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004 H36 STEEL ASTM A653 SS GRADE 50 G60 STEEL ASTM A653-SS GRADE 50 G60 1 229" STEEL ASTM A653-SS GRADE 50 G60 77 ALUMINUM BEAM ALUMINUM BEAM & CONTINUOUS & CONTINUOUS STEEL INSERT 14 GA. STEEL INSERT PER B14/S4.2 CONTINUOUS PER 918/S4.2 TYP. STEEL INSERT TYP. 0.032, o 0 0 o n TYP. c o o w U-042" TYP N` O 2.0007 4.000' 2.000" 2.824" 3.000" 4.000" 3.000" 3.000' 4.000' 3.000" w,x. MAX. 3.OD0' DBL 3 x 8 x 0.042' w/ DBL 3 x 8 x 0.042' ALUM BEAM B13 3 x 8 x 0a4r ALUM. BEAM W/- B1C DBL 2 x 6 1/2 x OA32' S19 12 QA STL 'll' CHANNEL 3"=1' 0" �$ W/ #2 GiAL STL INSERT 3"=1'-o" 14 GA STL INSERT 3"=1'-0" ASTM A50D CRADF B_ ASTM A500 GRADE IALm ALLOY 3 IALUM. ALLOY 3001736 3" ALUMINUM OR STEEL POST PER PLAN N Of O 0.1 B8" 0.032" 0.1 se" o o $ 0 o U� too �+ ""=2. L 3.000" 0.042" 3.000' 4.000" r4 j. 2.000" 3.000" 2.000" IT IS ACCEPTABLE TO COVER THIS COLUMN SECTION (FULL HEIGHT) WITH ITS ACCEPTABLE TO COVER THIS COLUMN SECTION (FULL HEIGHT) BY ALUMINUM BENT PLATES FOR AESTHETICAL PURPOSES. NO FASTENERS SECTION C1 FOR AESTHETICAL PURPOSES. NO FASTENERS ARE REQUIRED. NOTE: ARE REQUIRED. SLEEVE SHALL EXTEND FROM THE FOUNDATION TO THE SLEEVE SHALL EXTEND FROM THE FOUNDATION TO THE UNDERSIDE OF SEE TABLE 1 ON L1.x FOR APPLICATION OF THIS DETAIL UNDERSIDE OF THE BEAM/COLUMN CONNECTION. THE BEAM/COLUMN CONNECTION. Cl0 HSS 4 x 4 x 3/16 a HSS 3 x 3 x 3/16 �I 0.047 SIDE PLATES T- C1 3' SQ ALUM. POST ASTM A500 GRADE I ASTM A500 GRADE-31 I ALUM. ALLOY 50637Tfi 1 JALUM. ALLOY 3004-H35 0.762" A"� d Ij I 1.500" �v o 0.250" b a.048 0 0.250" a o O.a62" 0 40O" 0 0 o TYP o o_ .}. "L r1 RO.125 M o aC 45' TYP. ., �- 4.000" 3.000" 3.000" o 3.000" NOTE NOTE: NOTE, IT IS ACCEPTABLE TO COVER THIS COLUMN SECTION (FULL HEIGHT) WITH IT IS ACCEPTABLE TO COVER THIS COLUMN SECTION (FULL HEIGHT) BY IT IS ACCEPTABLE TO COVER THIS COLUMN SECTION (FULL HEIGHT) BY IT IS ACCEPTABLE TO COVER THIS COLUMN SECTION (FULL HEIGHT) BY ALUMINUM BENT PLATES FOR AESTHETCAL PURPOSES. NO FASTENERS SECTION C1 FOR AESTHETICAL PURPOSES. NO FASTENERS ARE REQUIRED. SECTION C1 FOR AESTHETICAL PURPOSES. NO FASTENERS ARE REQUIRED. SECTION C1 FOR AESTHETICAL PURPOSES. NO FASTENERS ARE REQUIRED. ARE REQUIRED. SLEEVE SHALL EXTEND FROM THE FOUNDATION TO THE SLEEVE SHALL EXTEND FROM THE FOUNDATION TO THE UNDERSIDE OF SLEEVE SHALL EXTEND FROM THE FOUNDATION TO THE UNDERSIDE OF SLEEVE SHALL EXTEND FROM THE FOUNDATION TO THE UNDERSIDE OF UNDERSIDE OF THE BEAM/COLUMN CONNECTION. THE BEAM/COLUMN CONNECTION. THE BEAM/COLUMN CONNECTION. THE BEAM/COLUMN CONNECTION. 1 HSS 4 x 4 x 1/4 ,.6 HSS 3 x 3 x V4 3' MAD POST 3' Sa ALUM. POST Y=V-0" ASTM A500 GRADE B STEEL A653 GRADE 50 CP60 ALUM. ALLOY 3004-H36 3" ALUMINUM OR STEEL POST PER PLAN - 1.500" :M Ow O If 0. o 0.400" 10 0.313" o o 4- o Li c' RO.125 49 TYP. 0 3.000" 3.OD0" J 0.032" NOTE 1 2.000" 3.OW' 2.000" IT IS ACCEPTABLE TO COVER THIS COLUMN SECTION (FULL HEIGHT) BY SECTION C7 FOR AESTHETICAL PURPOSES. NO FASTENERS ARE REQUIRED. IT IS ACCEPTABLE TO COVER THIS COLUMN SECTION (FULL HEIGHT) BY SLEEVE SHALL EXTEND FROM THE FOUNDATION TO THE UNDERSIDE SECTION C1 FOR AESTHETICAL PURPOSES. NO FASTENERS ARE REQUIRED. NOTE: THE BEAM/COLUMN CONNECTION. SLEEVE SHALL EXTEND FROM THE FOUNDATION, TO THE UNDERSIDE OF SEE TABLE 1 ON L1.x FOR APPLICATION OF THIS DETAIL THE BEAM/COLUMN CONNECTION. r C9 HSS 3 x 3 x 5/16 r ce 3' S0. STEEL POST 0.032' SIDE PLATES !a. 2485 RAILROAD ST, CORONA, CA 92880 951.736.4500 FESSIC 5 5885 TF OF CAL \F DATE SIGNED: July 8, 2019 •��i �TC� w 26030 ACERO, SUITE 200 MISSION VIEJO, CA92691 949.305.1150 1 FAX 949.305.1420 SAPn� IYl o ES OTM EXPIRES ON: JUNE 30, 2020 REVISIONS MARK DATE DESCRIPTION 1 4 STEL JOB # DA02-02 DATE 0710B118 DRAWN BY RC CHECKED MDS IAPM0195 V 3.1.1 LATTICE STRUCTURES: COLUMN PROFILES L4.2 ALUM. ALLOY 6053-7T6 UM. ALLOY 6063-76 2.875" 0.06Q. 0 o - • o ri 0 0 Li .aoo, anon NOTE: BRACKET IS 2Y'4" LONG 4 V BRACKET AT COLUMN W BRACKET N.T.S. 0.2� STILL ASTt1 p ALUM. ALLOY 6063-T6 0 o dN O 0 N � - 0 0.065" o o � S TYP. N 0 L 2.0. 2.0pq+ O z 2.275' O LENGTH= 2Y' @ SINGLE 3 x 8 OR 3 x 3 BEAM BELOW LENGTH = 6%" @ DOUBLE 2 x 6Y BEAM BELOW $'�' LENGTH= 8%" @ DOUBLE 3 x 8 BEAM BELOW ROOF BRACKET ' VBRACKET L8 x 8 x 1/4 x 2' 3"=1'-0" 6.112' RAFTER TO BEAM 6"=1'-D' 0g SQL ASTM A3B kUM. ALLOY 606376 0 cV O 0 N O D.065" co 0 0 TYR. cq N O 0 c4 1 Zoo- 2 00" 3.315" 0 2.�' c LENGTH= 2Y" @SINGLE 3 x 8 OR 3 x 3 BEAM BELOW 8.06' LENGTH= 6%4' @ DOUBLE 2 x 6Y" BEAM BELOW 2� LENGTH= 8"-Y4' @ DOUBLE 3 x 8 BEAM BELOW (�'�ySLNOW BRACKET 3 VBRACKET L12 x 8 x 1/2 x 2" 2"=1'-0" 3 x 8 RAFTER TO BEAM 2485 RAILROAD ST, CORONA, CA 92880 951.736.4500 DATE SIGNED: July 8, 2019 f 26030 ACERO, SUITE 200 MISSION VIEJO, CA 92691 949.305.11501 FAX 949.305.1420 EXPIRES ON: JUNE 30, 2020 REVISIONS MARK I DATE DESCRIPTION 4STELJOB # DA02-02 DATE 071D81i9 DRAWN BY RC CHECKED MDS IAPM0195 V 3.1.1 LATTICE STRUCTURES: CONNECTORS L4.3 HANGER FAN BEAM CHANNEL (19'-0" MAX. SPAN) FAN SUPPORT. BEAM/HEADER SEE DETAIL 2/- / ff CEILING FAN AND/ � OR LIGHT FIXTURE V / (MAX. 5D LB) r� NC T(D-gCROSS 10i AFABEAM 3/1 s•=1'-0" 2'-0" MAX. FAN BEAM, 2 x 6V OR 3 x 8, WOOD FILLED 6" LONG 'U' BRACKET PER 2/1-4.3 1 I OR 3/1-4.3 TYP EA END, EA BLOCKING (4) #14 x 1N' SMS TO RAFTER (2) #14 x 1Y2" SMS TO BLKG, T&B 4 I (E) RAFTER W/ WOOD FILL, E v EA SIDE OF FAN BEAM TYP I 1 I I ATTACH FAN TO FAN BEAM PER MANUFACTURER'S RECOMMENDATIONS, MIN (2) #14 x 1Y2" SMS MAX WEIGHT OF FAN IS 50 LB. 2 50# MAX FAN SUPPORT 3/4•=1'-0" 1-mi 2485 RAILROAD ST, CORONA, CA 92880 951.736.4500 S585 r9rF OF C{I0F�� DATE SIGNED: July 8, 2019 26030 ACERO, SUITE 200 MISSION VIEJO, CA 92691 949.305.11501 FAX 949.305.1420 !AP Mo oTM ES EXPIRES ON: JUNE 30, 2020 REVISIONS MARK DATE DESCRIPTION 4STELJOB # DA02-02 DATE 071DBH9 DRAWN BY RC CHECKED MDS IAPM0195 V 3.1.1 LATTICE STRUCTURES: FAN BEAM DETAILS L4.4 TABLE 1 - MAXIMUM CLR SPAN TO ADJACENT BEAM WHEN USING DETAIL 416.2 LL/GSL EXISTING FRAMING MEMBER (PSF) AT ROOF OVERHANG BRACKETOFFSET"D" 24' 18" 12" 6" 2x4 FULL 12' 10" 19' 11" 28'0" 28' 0" 2x6 NOTCHED 20' 6" 28' 0" 28' 0" 28' 0" 10 2x6 FULL OR 2x8 NOTCHED 2x8 FULL OR-2xlo NOTCHED 28' 0" -29 Y. ..26 28' 0" 0" 28' 0" 28' a' 28' 0" -28'4" - 2x4 FULL 791, 11,10" 19, 5" 29' 0" 2x6 NOTCHED 12' 3" 1710" 28' 0" 28' 0" 20 2x6 FULL OR 2x8 NOTCHED 19' 7" 27 7" 28' 0" 28' 0" 2x8 FULL OR 2x10 NOTCHED 28' 0" 28' 0" 28' 0" 28' 0" 2x4 FULL 2x6 NOTCHED T 4" 11' 8" 11' 3" 17' 0" 18' 7" 271" 28' 0" 28' 0" 25 2x6 FULL OR 2x6 NOTCHED 18' 8" 26' 4" 28' 0" 28' 0" 2x8 FULL OR 2x10 NOTCHED 28' 0" 28' 0" 28' 0" 28' 0" 2x4 FULL 5' 11" 9' 4" 158" 28' 0" 2x6 NOTCHED 9 6" 14' 2" 22' 11" 28' 0" 30 2x6 FULL OR 2x0 NOTCHED 15' S" 22' 0" 28' 0" 28' 0" 2x8 FULL 0R 2x10 NOTCHED 26' 3" 28' 0" 28' 0" 28' 0" 2x4 FULL 2x6 NOTCHED 4' 8" 79" 7T' 11' 8" 12' 11" 278" 19' 0" 28' 0" 36 2x6 FULLOR 2x8 NOTCHED 12' 9" 18' 4" 2x8 FULL OR 2x10 NOTCHED 21' 10" 18' 6" 28' 0" 28' 0" 280" 28-9- 2x4 FULL 4 0" 6' 9" 12' 0" 25' 2" 2x6 NOTCHED 6' 9" 10' 5" 17' 6" 28' 0" 40 2x6 FULL OR 2x8 NOTCHED 11' 4" 16' 6" 26' 7" 28' 0" 2x8 FULL OR 2x10 NOTCHED 19' 7' 276" 28' 0" 28' T 2x4 FULL 39" 6' 4' 11' 0" 23' 10" 2x6 NOTCHED G S" 9' 11" 16' 4' 42 2x6 FULL OR 2x8 NOTCHED 10' 9" 15' 8" 24' 11" 2x8 FULL OR 2x10 NOTCHED 18' 7' 15' 10" 25' 2" 2x4 FULL 2' 10" 5' Y' 9' 8" k28'O" 2x6 NOTCHED 5' 1" 8' 2" 14' 2"502x6 FULL 0R 2x8 NOTCHED 8' T 13'0" 21'6"2xB FULL OR 2x10 NOTCHED 15 6" 21'11" 28' 0" 2x4 FULL Y 1" 4' V 7 6" 16' 10" 2x6 NOTCHED T 11" 6 7" 11' 4" 16' 11" 60 2x6 FULL OR 2x8 NOTCHED i 0" 10' 8" 15' 9" 1611" 2x8 FULLOR 2x10 NOTCHED 12' B" 10' 10" 15' 9" 16' 11" 2x4 FULL 1' 5" 3' 2" 5 2" 7 6" 2x6 NOTCHED 3' 0" 5 3" 6" 5" 7' 6" 72 2x6 FULL OR 2x6 NOTCHED 4' 3" 5' 4" 6S" 76" 2x8 FULL OR 2x10 NOTCHED 4' 3" 5' 4" 6' 5" 7' 6" 2x4 FULL NG NG NG 0' 9" 84 2x6 NOTCHED 2x6 FULL OR 2x8 NOTCHED NG NG NG NG NG NG 0' 9" O' 9" 2x8 FULL 012x10 NOTCHED NG NG NG D' S' NOTES: 1- FOR 10 PSF LL/GSL, USE ROOF BRACKETS/S4.5. 2 - FOR LL/GSL>_ 20 PSF, USE SNOW BRACKET 6/S4.5. 3-ASSUMPTIONS: NOTCH CAN BE UP TO 1" I N 2x6, UP TO 1.5" IN 2x8 OR 2x1D. 40FTMAX (E) ROOF RAFTER/JOIST/TRUSS BACKSPAN. MAX (E) ROOF RAFTER / JOIST/ TRUSS SPACI NG TO BE 241'OC. TABLE 1A -MAXIMUM CLR SPAN TABLE 1 B -MAXIMUM CLR SPAN TOADJACENTBEAM TO ADJACENT BEAM WHEN USING ROOF BRACKET WHEN USING SNOW BRACKET PER 5/1-4.3 AND 4C/L6.2 PER 6/1-4.3 AND 4D7L6.2 LL/GSL WIND SPEED & EXPOSURE LL/GSL (PSF) WIND SPEED & EXPOSURE 110B[12OB1308 110C 120C 130C 110B, 110C(PSF) 120B,13OB 120C 130C 10 .. 37"0'= 15' 0". 14:-0 12'-W- 10 _ 24'-0"_ 24'-U' 20 20'-0" 19'-9" 18'-3" 25 19'-VI 19'-3" 17-9" NOTES: 1-WHEN USING ROOF BRACKET PER 30 16'-3" 16-3" 16'-3" 4C/L6.2, THE MAXIMUM PROJECTION 36 13'-9" 1V-9" 13'-9" SHALL BETHESMALLESTPROJECTION FROMTABLE 1 AN D TABLE lA. 2- WHEN USING SNOW BRACKET PER 4D/L6.2, THE MAXIMUM PROJECTION SHALL BETHE SMALLEST PROJ ECTION 40 12'-3" 12'-3" lY-3" 42 11'-9" 11'-9" 11'-9" 50 1D-0 10'-0" 10-0" 60 8`-3" 8-3" &-3" 72 7' -0" 7-W 7-0" FROM TABLE 1ANDTABLE IB. 84 6'-a' E-0" TABLE 2 - NUMBER OF SIMPSON A34s AND A35s REQUIRED BETWEEN FASCIA AND ROOF SHEATHING PER 4A/L6.2 WHEN CONNECTING PATIO COVER TO EXISTING ROOF OVERHANG TRI B 10 PSF 20 PSF 25 PSF 30 PSF 36 PSF 40 PSF 42 PSF 50 PSF 60 PSF 72 PSF 84 PSF WIDTH LL/GSL LL/GSL GSL GSL GSL GSL GSL GSL GSL GSL GSL 5' 1 1 1 1 1 1 1 1 2 2 2 6' 1 1 1 1 1 1 1 2 2 2 2 7' 1 1 1 1 1 1 2 2 2 2 2 8 1 1 1 1 1 2 1 2 2 2 2 2 9' 1 1 1 1 2 2 2 2 2 2 2 10, 1 1 1 2 2 2 2 2 2 2 2 11' 1 1 2 2 2 2 2 2 2 2 NG 12' 1 1 2 2 2 2 2 2 2 NG NG A NUMBER 1 IN THIS TABLE MEANS THAT (1)A34+ (1)A35 ARE REQ'D. A NUMBER 2 IN THIS TABLE MEANS THAT (2)A34s+ (2)A35s ARE REQ'D. (STAGGER CONNECTORS WHEN USING (2) IN SAME WOOD MEMBER) A34s: USE (8) SIMPSON SD9112 SCREWS TO CON NECTA34S TO (E) FASCIA AND ROOF FRAMING A35s: USE (6) SPAX#6 x 1/2" SCREWSTO CONN ECTA35S TO (E) ROOF SHEATHING USE (6) SPAX#6x 1/2" ORSIMPSON SD9112 SCREWSTO CONNECTA35STO (E) ROOF FRAMING TABLE 3B - MAXIMUM RAFTER SPANS WHEN RAFTERS CONNECTED TO EXISTING 2x WOOD LEDGER OR FASCIA RAFTER 10 PSF 20 PSF 25 PSF 30 PSF 36 PSF 40 PSF 42 PSF 50 PSF 60 PSF 72 PSF 64 PSF SPACING LUGSL LL/GSL GSL GSL GSL GSL GSL GSL GSL 1 GSL GSL 16110C 24'-0' 18'-0" 16-0" 14'-0" 12'-0" 10'-0" 10'-0" NP NP NP NP 24"OC 22'-0" 12'-0" 10'-0" NP NP NP NP NP NP NP NP CONNECTION OF RAFTER BRACKET TO LEDGER W/ (3) 1/4" LAG SCREWS W/ 1. 5' PENETRATION TABLE 3A - FASTENERS REQUIRED AT CONNECTION OF RAFTER BRACKETS PER DETAIL2/L6.2 TO EXISTING WOOD STUD WALL FRAMING @16"OC TRIB WIDTH 10 PSF LL/GSL 20 PSF LL/GSL 25 PSF GSL 30 PSF GSL 36 PSF GSL 40 PSF GSL 42 PSF GSL 50 PSF GSL 60 PSF GSL 72 PSF GSL 84 PSF GSL 5' (2) A (2) A (2) A (3) A (3) A (3) A (3) A (3) A (3) A (3) A (3) A G (2) A (2) A (2) A (3) A (3) A (3) A (3) A (3) A (3) A (3) B (3) B 7' (2) A (2) A (2) A (3) A (3) A (3) A 43) A (3) A (3) A (3) B (3) C 8' (2) A (2) A (2) A (3) A (3) A (3) A (3) A (3) A (3) B (3) C (3) C 9' (2) A 1 (2) A 1 (2) A (3) A 1 (3) A (3) A (3) A (3) B (31 C (3) C (3) C 10' A (2) A (3) A (3) A (3) A (3) B (3) B (3) C (3) C (3) C 11' ttff(2) (2) B (3) A (3) A (3) B (3) B 1 (3) C (3) C (3) C (3) D 12, (2 BB (3) A (3) B 1 (3) B (3) B (3) C (3} C1 (3) C (3) D A- 1/4" LAG SCREWS W/ 21/Z' PENETRATION IN MIN 2x WALLSTUDS @ 16"OC MAX B- 5/16" LAG SCREWS W/ 2'/�' PENETRATION IN MIN 2x WALLSTUDS @ 16"OC MAX C- 7/16" LAG SCREWS W/ 31/2' PENETRATION IN MIN 2x WALLSTUDS @ 16"OC MAX D -1/2" LAG SCREWS W/ 4" PENETRATION IN MIN 2x WALLSTUDS @ 16"OC MAX TABLE 3C - MAXIMUM RAFTER SPANS WHEN RAFTERS CONNECTED TO WOOD -FILLED 2x ALUMINUM LEDGER RAFTER 10 PSF 20 PSF 25 PSF 30 PSF 36 PSF 40 PSF 42 PSF 50 PSF 60 PSF 72 PSF 84 PSF SPACING LUGSL LUGSL GSL GSL GSL GSL GSL GSL GSL GSL GSL 16110C 24'-0' 24-G' 22'-0" 18'-0" 16'-0" 14'-0" 1R-W 12-0- 19-9- NP NP 24"OC 24'-0' 1 16-0" 14-0" Iz-o" 1D'-0" 10'-0" NP NP NP NP NP CONNECTION OF RAFTER BRACKET TO LEDGER W/ (3) 1/4" LAG SCREWS W/ 2' PENETRATION TABLE 3D @ 16"OC - FASTENERS REQUIRED AT CONNECTION OF RAFTER BRACKETS PER DETAIL2/L6.2 TO EXISTING WOOD -FILLED 3x ALUMINUM LEDGER 10 PSF 20 PSF 25 PSF 30 PSF 36 PSF 40 PSF 42 PSF 50 PSF 60 PSF 72 PSF 84 PSF LL/GSL LL/GSL GSL GSL GSL GSL GSL GSL GSL GSL GSL A-16"oc A-16"oc A-16"oc A-16"oc A-16"oc A-16"oc A-16"oc A-16"oc A-10,oc B-16"oc C-16"oc A-16"oc A-16"oc A-16"oc A-16"oc A-16"oc A-16"oc A-16"oc A-16"oc B-16"oc C-16"oc D-16"oc rR A-16"oc A-16"oc A-16"oc A-16"oc A-16"oc A-16"oc A-16"oc B-16"oc C-16"oc D-16"oc NG A-16"oc A-16"oc A-16"oc A-16"oc A-16"oc B-16"oc B-16"oc C-16"oc D-16"oc NG NG A-16"oc A-16"oc A-16"oc A-16"oc B-16"oc C-16"oc C-16"oc C-16"oc NG NG NG A-16"oc A-16"oc A-16"oc B-16"oc C-16"oc C-16"oc C-16"oc D-16"oc NG A-16"oc A-16"oc A-16"oc B-16"oc C-16"oc C-16"oc D-16"oc NG NG �15N 12' A-16"cc A-16"oc B-16"oc C-16"oc C-16"oc D-16"or NG NG NG A -1/4" LAG SCREWS B - 5/16" LAG SCREWS C- 7/16" LAG SCREWS D - 1/2" LAG SCREWS A LL FASTEN ERS TO HAVE 3" P EN ETRATI C N I NTO TH E WOO D-F I LLED 3x ALUMI N UM LEDGER USE (3) FASTENERS FROM THE RAFTER BRACKET TO THE WOOD -FILLED 3x ALUMINUM LEDGER TABLE 3D @ 24"OC - FASTENERS REQUIRED AT CONNECTION OF RAFTER BRACKETS PER DETAIL2/1-6.2 TO EXISTING WOOD -FILLED 3x ALUMINUM LEDGER TRIB WIDTH 10 PSF WGSL 20 PSF LL/GSL 25 PSF GSL 30 PSF GSL 36 PSF GSL 40 PSF GSL 42 PSF GSL 50 PSF GSL 60 PSF GSL 72 PSF GSL 84 PSF GSL 5 A-24"oc A-24"oc A-24"oc A-24"oc A-24'oc A-24"oc B-24"oc C-24"oc C-24'oc NG NG 6' A-24"oc A-24'0C A-24"oc A-24"oc B-24"oc C-24"oc C-24"oc C-24'oc NG NG NG 7' 1 A-24'oc A-24"oc A-24"oc B-24"oc C-24'oc I C-24"oc C-24"oc NG NG NG NG 8 A-24'oc A-24'oc B-24"oc C-24"oc C-24"oc D-24"oc I NG NG NG NG NG 9' A-24"oc B-24"oC B-24"oc C-24"oc D-24'oc NG NG NG NG NG NG 1D' A-24"oc C-24"oc C-24"oc D-24"oc NG NG NG NG NG NG NG 11' 12' A-24"oc A-24"oc C-24"oc C-24"oc C-24"oc D-24"oc NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG I NG A - 1/4" LAG SCREWS B - 5/16" LAG SCREWS C- 7/16" LAG SCREWS D-1/2" LAG SCREWS ALL FASTENERS TO HAVE 3" PENETRATION INTO THE WOOD -FILLED 3x ALUMINUM LEDGER USE (3) FASTENERS FROM THE RAFTER BRACKET TO THE WOOD -FILLED 3x ALUMINUM LEDGER TABLE 4 - ANCHORS INSTALLED INTO THE SIDE OF 6 IN THICK MIN CONCRETE OR CMU WALLS 1 LL/GSL = 84 PSF MAX IN CONCRETE, USE (2) ROWS OF 1/2" DIA SIMPSON STRONG-BOLT2 @ 32"OC, STAINLESS STEEL, WITH 3" MIN EMBED, STAGGERED, INSTALLED P ER I CC- ES R-3037. IN CMU, USE (2) ROWS OF 1/2" D I A SIMPSON WEDGE -ALL @ 32" OC, STAINLESS STEEL, WITH 3 3/8" MIN EMBED, STAGGERED, INSTALLED PER ICC-ESR-1396. USE 3" SQ.x1/4' STAIN LESS STEEL WASHER WHEN INSTALLING NEW WOOD LEDGER AGAINST EXISTING CONCRETE WALL A} I rM F CLEAR DLMZN90N TO BEAM SEE TABLE 1B ON L6.1 UST AND ATTACHMENT PER 2/L6.2 3 x 8 WOOD FILLED ALUMINUM WTER ALUMINUM LEDGER M 1210 RA L-THREADED E ROOF DVO-0 LAG SCI;EWS W/- V PER 6A4.3 PENETRATION INTO (E) CONT. TRM TOP CHORD OR (3) N2 FUi:T---6D 7 RAFTER LAG SCREWS W/-2T PENETRATION I (E) ELDC81% BETWEEN CONF. RAFTERS OR TRUSS, (E) CONTT. TRUSS WHERE OCCURS TOP CHORD OR (E) WALL SEE RAFTERS 0 24 OC NOTE ABOVE RAFTER OR TRUSS BACKSPAN Kr TM, V-T MIN 4Y-V MAX 1. EXJSIING ROOF DESIGN .LOT m ROL = 3 PSF (MN) TO B PSF (MAX) 2. NEW PATH) OE31M LOAC7S LL = 50 PSF MAX 3. PLACE "SIKA FLEX' OR SIMILAR MATERIAL BEIWEN BIACIET AND COMPOSITE SINGLE ROOFING TD PRIDE SEAL 4. BRACKET MUST BE ORIENTATED TOAARDS ROOF EDGE AS SHOW 5. USE THIS DETAIL WITH ROOF BRACKET PER 6A4.3 AND TABB 1 AND 18 ON L6.1. 6. VFRIICAL LEG OF BRACKET STALL BE LOCATED 2' MAX. FROM FACE OF WNJ., ON ETFIER SIDE OF WAIL. Q_.CONNECTION TO TOP OF EXISTING ROOF - - AILO&RE a -FAR DIMENSION TO BEAM on - ROOF BVCI�T PER 5A4.3 SEE TABLE 1A ON L6.1 SEE TABLE 1 2 x 6Y" OR 3 x 8 WOOD ON L6.1 (3) )zO FULL-TEf�ADED FILLED ALUMINUM LE) R LAG SOiEWS W/- 13'4' PE EM-11ON U-BRAN AND _ ( 11'1 FU ECED A1TA0IMEM PER 2/L6.2LAG I SCIENS W/TH ALUMINUM RAEITR I PENETRATION ROOF BRAGAC ALTERNATIVE ROOF L R�T ORIENTATION 4' mN (E) W511 SEE NL71E AaNE PAVE OH 24' MAX 3 x 6' WOOD FILLED 2 x 6t" WOOD FILLED ALUMINUM LEDGER ALUMINUM LEDGER w-1TRE OCCURS WHERE OCCURS In r O U O U ®J J J O D J J 0 0 N tz s aa r- r c IN -14- E RAFTER TO LEDGER CONNECTION 1. WHEN CONNECTING TO AN EXISTING BUILDING WALL WITHOUT OPENINGS, SIT -SPECIFIC ENGINEERING IS RMUIRED TO VERIFY ADEEILACY OF THE EXISTING STUD WWL FRAMNG WFIFN THE PATIO COVER PROJECTION IS WIDER THAN THE MAX PROJECTION SHOWN IN THE FOLLOWING TABLE 2 WHEN CONNECTING TO AN EXISTING BUILDING WHERE AN OPENI% IS PRESENT UNDER THE ATTAO-AkM OF 11-E PATIO TO THE EME OR THE WALL, SITE-STfCIRC ENGINEERING IS R MUIRED TO VERIFY ADELU CY OF THE EXISTING STUD WALL FRAMING (INCLUDING HEADER STD WHEN THE PATIO COVER PROJECTION IS WIDER THAN THE MAX PROJECTION SHOWN IN THE FOU.QMNG TABLE OR WHEN THE EXISING OPENING IS WIDER THAN THE MAX OPENING WIDTH SHORN IN THE FOLLOWING TABLE. 3. NO ADDITIONAL SITE SPECIFIC RNGINEERNG IS REQUIRED WHEN EXSI1NG OPENINGS / PRDJmnGNJS ARE BOTH SMW ER THAN THOSE SEATED ABOVE. TABLE 1- CRITERIATO VERIFY -THE NEED FORSFTE-SPECIFIC ENGINEERING LLIGSL MAX MAX (PSF) PROJECTION OPENING LENGTH WIDTH 10,20 19-0" S'-0° 25 TO 50 14'-0" 6-0" 60 12.D, 4�-D^ 74 1a•D" 3--0" (E) 009 TRUSS TOP CHIORD 1 OR RAFTERS @ 24 O.C. �. (6) RAFTER OR TRUSS B4' WM MN ,�� NOTES:- 1. EXSRNG ROOF DESIGN L&M ROL = 3 PSF (MIN) TO 8 PSF (MAX) 2. hm 1'A710 ICI LOADS LL = 10 P-T MAX (NO SHOW LOAD) 3. RACE "SKI I LlE f' OR SIMUR WERIAL EET`♦kM DWU AM COti409fE SHINGLE ROORNG TO PRIDE SEAL 4. USE ALTERNATE BRPgOT ORIENTATION WHEN D < It. 5. USE THIS DETAIL WITH ROOF BRACJE7 PER 5A4.3 AND TfflB 1 AND to ON 1-6.1. CONNECTION TO TOP OF EXISTING ROOF PLC = 10 PSF MAX. CONNECTION TO EXISTING ROOF K _...____..._ NTH DECK/ DIREC COLOR BEAM BEAM COLUI TRIBUTARY AREA TRIBUTARY AREA AFTER PLAN DIRECTInN BEAM CONNECTION TO HOUSE 0 NITS LEDGER OR WALL HANGER w/ FASTENERS E I" THICK MAX LATH AND PER TABLES 3A OR 4 ON L6.1 PLASTER OR WOOD SIDING OR 1, 2 OR 3 COATS OF STUCCO SEE NOTE 3 RAFTER BRACKET AND ATTACHMENT PER 2/1-6.2 2xOR 3x cv� ALUMINUM RAFTER 2 x WOOD STUD WALL SIM AT CONCRETE, BRICK NOTE: OR MASONRY WALL 1. WALL LEDGER SHALL BE: - NOMINAL LUMBER SIZE 2 x 6 (AT 2 x 6> MINIMUM RAFTERS), - NOMINAL LUMBER SIZE 2 x 8 (AT 3 x 8 MINIMUM RAFTERS), OR - KILN -DRY WOOD-FlLLED 2 x 6>¢" OR 3 x 8 ALUMINUM SECTION. 2. REFER TO TABLES ON L6.1 FOR SELECTION OF LEDGER MINIMUM SIZE TO ALLOW FOR ATTACHMENT OF RAFTER BRACKET TO LEDGER. 3. PLYWOOD SHEATHING DOES NOT COUNT TOWARD THIS 1" MAX. B WALL CONNECTION "D" SEE TABLE 1 ON SL6.1 (Ej ETLOCKING BETWEEN CONT. RAPERS OR (E) NNLS 35 - SEE TABLE 2 TRiJSSES WrERtE OCCURS OR SCf�WS R SCREWS AND jNUMBMA35s REM - l}-BRAp�T AND ATTIC: PER 2/L6.2 SEE NOSE\-, j 2xOR3x E) OONT. TRUSS RAFTERS�RwrEm ALUMNUM FOISTING FASCAoc-///. BCAFA PLYWOOD SHEATHING NOTE ABOVE WHERE OCCURS SEE A1LpkAUE CLEAR OINIENSION TO cfi W (E) SAVE OH RAM OR TRUSS 80�PAN 5EE TABLE 1 ON L6.1 24 MA)C 6 MN MAX 1. EXSTING EDCF DESIGN LOAM. ROL = 3 PSF (MINT) TO 8 PSF( M R!<L/CSL - 10, 20. a A 40 OR 50 PSF 2. FASTE74TS TO BE LOCATED 4' WN FR4 SPIJCF IN (E) FAMA BOARD AND :t OFAR FMA TOP AND BOTTOM OF (E) FASRA 9DM CONNECTION TO EDGE OF EXiST1NG ROOF (E) STUD WALL Y `x 8" x' 0.042" BEAM (3) h"O LAG SCREW IY . ° (3) #14 SMS EA SIDE MIN. ° E 1" THICK MAX LATH AND PLASTER OR WOOD SIDING OR 1, 2 OR 3 COATS OF STUCCO 3' x 8" RAPIER BRACKET SEE NOTE 6 Nm 1. USE OF THS DETAIL IS LIMITED 10 THE FOILOWWNG: FOR U /G9t = 10 P5F. W TRB A%k TO W fe7ION - 100 FT2 FOR LVST. = 20 OR 25 PSF 1dA1C TRB AREA TO OWa*TIC4 = 55 FT' FOR GSL = 30 PSF, MAX TRB AFE"A TO MCIM - 45 FT2 FOR GSL > 30 PSF, DEW IS Nor ALLOWIED 2. SEE PLAN FOR DEFINITION OF TRIBUTARY AREjA 3. BEAM MUST LINE UP WITH DGSIINIG FULL HOW WALL STUD. NO OPENING ALLOWED UNDER OONNECOON. 4. USE (2 %' HLTi I<B-TZ W/ 4 EMBED 0 CONIC OLL W/ 9 SPACING 5 1 ' TALL EIVOCT k (2) V HLTI KB-3 W/ 4 EM R) @ CMU WAIL W/ 6' SPAYG 6 PLYWOOD S FATHNIG DOES NOT COUNT MM THIS 1" MAX (E) I" THICK MAX LATH AND PLASTER OR WOOD SIDING OR 1, 2 OR 3 COATS OF STUCCO (N) OR (E) 2 x WOOD SEE NOTE 1 LEDGER OR FASCIA, OR2x6> OR3x8 CONNECTION OF WODD FILLED ALUMINUM RAFTER BRACKET N MEMBER TO LEDGER PER TABLE 3B, 3C OR 3D ON L6.1 • LEDGER TO WALL SMS PER 3/L6.2, FASTENERS PER TYP TABLE 3A OR 4 ON L6.1 RAFTER PER PLAN U BRACKET, SIM TO 2/1-4.3 OR 3/1-4.3 NOTE. 1. PLYWOOD SHEATHING DOES NOT COUNT TOWARD THIS 1" MAX. 2 RAFTER TO WALL LEDGER /FASCIA CONNECTION t-1 /2"=1'-0" (E) 1' THICK MAX LATH AND OR XgOD SIDING OR 1, 2 OR 3 COATS OF STUCCO SEE NOTE 2 RAFTER PER PLAN FOR LL/SL = 10 PSF, USE (2)#14 SMS EA SIDE FOR LL/GSL = 20, 25, OR 30 PSF, USE (3)#14 SMS EA SIDE FOR GSL = 40, 50, 60, 72 OR 84 PSF, USE (4)J14 SMS EA. SIDE U BRACKET, SIM TO 2/L4.3 OR 3/1-4.3 ATTACHMENT PER TABLE 3A OR 4 ON L6.1 NOTE (E) STUD WALL @ 16" O.C. 1. USE LEDGER PER 2/L6.2 WHERE RAFTER SPACING EXCEEDS EXISTING STUD SPACING. 2. PLYWOOD SHEATHING DOES NOT COUNT TOWARD THIS 1" MAX. (�A=-0NNECT10N1-1/2!'=I'-O" R TO STUD WALL 2485 RAILROAD ST, CORONA, CA 92880 951.736.4500 aQ��sstc�� . S 58 5 OF CA0�� DATE SIGNED: July 8, 2019 26030 ACERO, SUITE 200 MISSION VIEJO, CA 92691 949.305.1150 1 FAX 949.305.1420 �aP MO ES TM EXPIRES ON: JUNE 30, 2020 REVISIONS MARK DATE DESCRIPTION 4 STEL JOB # DA02-02 DATE 07108/19 DRAWN BY RC CHECKEDIMDS APMO 195 V 3.1.1 LATTICE STRUCTURES: CONNECTION DETAILS L6.2 LATTICE ATTACHMENT PER #8 SMS 7/L6.3 3 z 8 x 0.42 BEAM OR 3' SQ. STEEL BEAM DOUBLE BEAM (4) #14 SMS EA (6)-#14 SIDS @ EA. SIDE B9, 810, B12, RAFTER TO COLUMN TOP & BOT TOTAL = 24 B15 OR B1 (8 TOTAL) ' IV SO. OR 2" SQ. OR 2 x 3" LATTICE @ 3" O.C. I I 5/8"0 HOE WITH H BRACKET PER 1/S4.5 MIN. UP TO 6" O.C. MAX. t� PLASTIC PLUG, AS / kI REO'D, TYP. IT IS OR 1 L4.3 ACCEPTABLE LE O USE 3" OR 4" SQ. RAFTER ONE -- .-_— - — -- — -- - — k—kNSTALL SEVERAL - --- -- - 'ALUM: OR STEEL POST SCREWS, TYP. I 3 x 3 x .024 (3) #14 SMS NOTES: CONNECTOR EACH SIDE THIS DETAIL IS TO BE USED AS AN ALTERNATE TO DETAIL 3/S6.3 NOTE: THIS DETAIL IS NOT TO BE USED IN LIEU OF A COLUMN. U'7,, LATTICE TUBE TO RAFTER 4 8TU9 COLUMN TO DBL BEAM i 'H' BRAGKET TO POST 3"=1'-O" CONNECTION 1-1/2"=1'-o" LATTICE ATTACHMENT PER 7/L6.3 1 2" AW[ SPLICE WHERE OCCURS (6)#14 SMS @ EACH (INT COL ONLY) HEADER TO COLUMN DOUBLE BEAM B9, U BRACKET PER 2/1-4.3 DBL RAFTER (12) FASTENERS PER CONNECTION B10, B12, 815 OR OR 3/L4.3 (4) #14 SMS EA RAFTER B16 TO COLUMN (8 TOTAL) 5/8"0 HOLE WITH 5 8"0 HOLE WITH PLASTIC II I / PLASTIC PLUG, AS I II PLUG, AS REQ'D, TYP. R IS REQ'D, TYP. IT IS EACCEPTABLE TO USE ONE ACCEPTABLE TO l Cl d ® +� HOLE TO INSTALL SEVERAL USE ONE HOE SCREWS, TYP. TO INSTALL k I SEVERAL SCREWS, I I I I I ATTACHMENTS PER 2/1-6.3 lyp� Q [ (2) #14 SMS EACH I I SIDE T&B @32" I ARCHITECTURAL SIDE 0 rr I I DBL BEAM B9, B10, B12, O.C. I PLATES, WHERE OCCUR, a I 815 OR B16 SHALL STOP & FLUSH ey I I BELOW BEAM � 3" OR 4' SQ. POST W/ OPTIONAL SIDE PLATE OR 3" OR 4" SO. POST ARCH COL WHERE OCCURS BRACKET SCALE: 6"=1'-0• DBL RAFTER TO DBL BEAM 2 DBL BEAM TO COL 5 CONNECTION 1-1/2"=1'-O,' 3" WIDE BEAM TYP 92, R4FfER (2)-#14 x 3'4 TER B5, 811, 813 OR 914 1 2' MAX SPLICE 0.5' 0.5" SCREWS EACH SE 3' CR Y' BEAM (6) #14 SMS EA SIDE WHERE OCCURS BRACKET TO RAFTER SMS PER ELEVATION, TYP AT SIDE PLATE SP3 (INT COL ONLY) -n 14 SMS yo"0 PLSTIC PLUG, TYP. AT SIDE PLATEESP4IDE a SEE NOTE 1. .a n Cr BRA U PER 2/L4.3 (4)-#14 x Y4" TER SOS 6 OR 3/L4.3 BRACKET TO BEAM PROVIDE FULL BEARING OF "� w BEAM ON POST. SINGE 3.8 OR 3,13 _ L BEAM BELOW A T %"0 HOLE WITH PLASTIC PLUG, AS a aCD� o � Lo REQ'D, TYP. IT IS ACCEPTABLE TO "?, _ o a 6YZ' SIDE PLATE EA SIDE USE ONE HOLE TO INSTALL r �' SEVERAL SCREWS, TYP. RAFTER (2)-#14 x Y" TER SCREWS EACH SIDE BRACKET TO (2) 014 SMS EA SIDE AT QY" SIDE PLATE FA SIDE, SEE RAFTER S' soPOST k�We�TJ BOTTOM AND AT 32" OC MAX. TABLE 1 ON S1.x OR L1.x (2)-#14 x 3'4" TEK SCREWS SIDE PLATES OPTIONAL STYROFOAM INFILL OF SIDE PLATES CAN STOP BELOW BRACKET TO EACH BEAM SECTION 3' SQ. POST BETWEEN A ELEVATION THE CONNECION (4) TOTAL SIDE PLATES DBL 2 x 6 BEAM BELOW OR DBL 3 x 8 BEAM BELOW SEAM TO RAFTER BRACKET S BAT CO BEAM TO POST CONNECTION AT COLUMN B2, ADJUST SCREW LOCATION TO LOCATE SCREWS E) CONNECTION 1-1/2"=1'-0" 3/4"=1'-0" INTO THE RAT PORTION / VERTICAL WALL OF BEAM _ - 7 1 + 1 STEEL SLEEVE PER 4/0.2 AT POST TYPE C7, C8, & C9 BOLTS PER TABLE 2 ADJACENT GRADE TYP, 7 PER 4/L7.2 r o U Lo W n i. 4 m TABLE 2 - ANCHORAGE SCHEDULE BRACKET DETAIL POSTTYPE FfG (IN) ANCHOR BOLTS (SEE NOTE 2) SEE NOTES ALUM T 1/0.2 C3 SOG (2)-3/8" dia w/ 1-7/8" embed ALUM T 1/L7.2 C3 ALL (2)-3/8" dia w/ 2-7/8" embed ALUM T 2/1-7.2 C2 SOG (2)-3/8" dia w/ 1-7/8" embed 3 ALUM T 2/1.7.2 C2 ALL (2)-3/8" dia w/ 2-7/8" embed 3 ALUM T 2/L72 C5 SOG (2)-3/8" dia w/ 1-7/8" embed 3 ALUM T 2/0.2 CS ALL (2)-3/8" dia w/ 2-7/8" embed 3 STEELT 3/0.2 C6 SOG (2)-3/8" dia w/ 1-7/8" embed STEELT 3/0.2 C6 5 22" (2)-3/8" dia w/ 2-7/8" embed 1,3,4 STEELT 3/1-7.2 C6 524" (2)-1/2" dia w/ 3-1/4" embed 1,3,4 STEELINS 4/1-7.2 C6 530" (4)-1/2"diaw/3-1/4"embed 1,4 STEEL I NS 4/1.7.2 C6 s 34" (4)-5/8" dia w/ 4" embed 1.4 STEELINS 4/1-7.2 C6 >_ 35" (4)-3/4" dia w/ 4-3/4" embed 1,4 STEELINS 4/1.7.2 C7,C8,C9 ALL (4)-3/4"diaw/4-3/4"embed 1,5 EMBED 5/1-7.1 C10,C11 ALL N/A a s NOTES: 1 - "FTG (IN)" IS THE FOOTING DIMENSION REFERENCED IN BEAM SPAN TABLES ON POURED fti( \ SHEETSL8.xx.x CONCRETE 2 -ANCHOR BOLTS SHALL BE SI MPSON STRONG BOLT 2, STAINLESS STEEL FOOTING' (I CC-ESR 3037). HI LTI KB-TZ SS CAN ALSO BE USED WITH A 4" SLAB, AND A WIDTH= LENGTH IN REDUCED EDGE DISTANCE OF 3 1/2" (ICC-ESR-1917). FT .SOH U 3-ITISACCEPTABLETOUSE THE STEEL INSERT PER 4/L7.2INSTEAD OFTHE IN BEAM SPAN TABLES ALUMINUM TPER 2/1-7.2 FOR POSTTYPES C2 AND CSOR INSTEAD OF THE STEELT PER 3/1.7.2 FOR POSTTYPE C6. BOLTS CAN REMAIN AS SPECIFIED IN THIS TABLE, NOTES: 1. THIS DEFAIL CAN BE USED FOR STEEL POST TYPES C6, C7, C8, OR C9. BUT (4) BOLTS SHALL O USED. SEE NOTE 6. 2. THIS DETAIL SHALL NOT BE USED FOR ALUMINUM POST TYPE C1 OR SEELTFORHEELPOSTSDPOSTDETAILS/L7.11NSTEADOFTHE INSERACCEPTT STEEL I NSERT OR STEELT FOR STEEL POSTS C6. STEEL ALUMINUM POST TYPES C2 OR C5. 3. IT IS ACCEPTABLE TO EMBED THE STEEL POST DIRECTLY INTO THE FOOTING 5-ITISACCEPTABLE TOUSETHEEMBEDDEDPOST DETAILS/L7.1INSTEAD OFTHE PER 5/0.1 INSTEAD OF USING THE POST SLEEVE SHOWN IN THIS DETAIL STEEL I NSERT FOR STEEL POSTS C7, CS AND C9. _ 4. THIS DETAIL CAN BE USED AT FREESTANDING OR AT ATTACHED STRUCTURES. STEEL POST SLEEVE CONNECTION r__� ANCHORAGE OF ` _POSTS _ Y TO CONCRETE FOOTING 1°=1'-0" TO SLAB OR FOOTING "T BRACKET PER 1/0.2, 2/0.2, OR 3/L7.2. 3" OR 4" STEEL POST. 3" STEEL OR ADJACENT ALUMINUM POST GRADE TYP. 7 SOUS PER TABLE 2 V/// TABLE 1 ALTERNATE FOOTING DIMENSIONS FTG(IN) W=L=D (SEE NOTE 1) Alt WxLxD (SEE NOTE 2) AIt2 WXLXD (SEE NOTE 3) .Alt 3(ATTACH ED) W%LX1B" (SEE NOTE 4) AIt4 W%LX1B" (SEE NOTE 5) AltS WxLx24" (SEE NOTE 6) AIt6 WxLx30" (SEE NOTE 7) Alt7 WxLx36" (SEE NOTE 8) AIt8 WxLx42" (SEE NOTE 9) 18 18x18x28 12x12x12 ISx18x18 18x18xIS 16x16x24 14x14x30 13x13x36 12x12x42 20 20x2Ox2O 12x12x12 21x21x18 25x25x18 19x19x24 17x17x30 25x15x36 14x14x42 22 22x22x22 16x16x16 25x25x18 33x33xIS 21x21x24 19x19x30 17x17x36 16x16x42 24 24x24x24 20x20x20 28x28x18 43x43x18 24x24x24 22x22x3C 20x20x36 18xISx42 26 26x26x26 23x23x23 32x32x18 31x31x24 24x24x30 22x22x36 21x21x42 28 28x28x28 25x25x25 35x35X18 38x38x24 27x27x30 25x25x36 23x23x42 30 30x3Ox3O 28x28x28 39x39x18 30x30x30 28x28x36 26x26x42 32 32x32x32 30x30x30 43x43x18 37x37x30 30x30x36 28x28x42 34 34x34x34 32x32x32 47x47x18 33x33x36 31x31x42 36 36x36x36 34x34x34 51x51x18 36x36x36 I 34x34x42 38 38x38x38 37x37x37 55x55x18 43x43x36 36x36x42 40 40x40x40 39x39x39 60x60x19 39x39x42 42 42 x42x 42 41x41x41 64x64x16 42x42 x42 44 44x44x30 46 46x46x30 48 48 x 48 x 30 50 50 x 50 x 30 52 52x52x30 54 S4 x 54 x 30 56 56x56x3D 58 58 x 58 x 30 60 60 x 60 x 30 62 62x62x30 64 64x64x30 66 66 x 66 x 30 68 68 x 68 x 30 70 70x70x30 72 72x72x30 74 74 x 74 x 30 76 76 x 76 x 30 78 78 x 78 x 30 80 80 x 80 x 30 82 82x82x30 84 84 x 84 x 30 86 86x86x30 88 88 x 88 x 30 90 90x90x30 1 f x ADJACENT GRADE TYP. • - F Ln 3"MIN. • o , r? o NOTES: 1- "FTG (IN)" ISTHE FOOTING DIMENSION REFERENCED IN BEAM SPAN TABLES ON SHEETS S8.xx.x OR LBaoc.x. TYP' " 4 . y N. 5\ 2 - "ALT1" ISTHE FOOTING DIMENSION BASED ON THE "FTG (IN)" DIMENSION. NOTE THAT W=D=L • " o ~ w ? . 3-"ALT2" IS THE ALTERNATE FOOTING DIMENSION REQUIRED WHEN A 3.5" MIN THICK SLAB IS PRESENTABOVETHE FOOTING. NOTETHAT W=D=L • a a 4-"ALT3"ISTHEALTERNATEFOOTING DIMENSION REQUIRED WHENTHEFOOTING ISKEPTTOANI8" DEPTH FOR UPUFTDESIGNONLY.THISVALUEISTOBEUSED . czia N w jaF a^�� - " w Q• ° POURED CONCRETE FOOTING � xd ONLYATATTACHED PATIO STRUCTURES. NOTETHATW=LAND 0=18". 5-"ALT4"ISTHEALTERNATE FOOTING DIMENSION REQUIRED WHEN THE FOOTING ISKEPTTOANI8"DEPTH. NOTETHATW=UNDO=18". _ m • - d• N orV) a 6-"ALT5"ISTHEALTERNATEFOOTING DIMENSION REQUIRED WHEN THE FOOTING ISKEPTTOAN24"DEPTH. NOTETHATW=LAND D=24". 7 -"ALT 6" IS THEALTERNATE FOOTING DIMENSION REQUIRED WHEN THE FOOTING IS KEPTTO AN 30- DEPTH. NOTETHATW=LAND D=30'. �\ ,• n- �m 8-"ALT7"ISTHEALTERNATEFOOTINGDIMENSIONREQUIREDWHENTHEFOOTINGISKEPTTOAN36"DEPTH.NOTETHATW--LANDD=36". 4. ` a 9 - "AL'F 8" IS THE ALTERNATE FOOTING DIMENSION REQUIRED WHEN THE FOOTING 15 KEPTTO AN 42' DEPTH. NOTE THAT W=L AND D-02". POURED /\ CONCRETE � � X'!0 A36 THREADED WIDTH -LENGTH }N FOOT{ ROD W/- NUT EA SIDE SEE FTC, SCHEDULE 1 WIDTH =LENGTH IN OF COL OR #4 REBAR, BEAM SPAN TABLE SEE FTG. 5CHEDULE IN L MIN. SECURED IN PLACE IN BEAM SPAN TABLES NOTES; NOTES: 1. THIS DETAIL SHALL NOT BE USED FOR FREESTANDING STRUCTURES. 1. THIS DETAIL IS TO BE USED FOR POST TYPES C10 & C11. 2. THIS DETAIL SHALL NOT BE USED FOR POST TYPE C7, C8, C9, C10, C11. 2. THIS DETAIL CAN ALSO BE USED FOR STEEL POST TYPES C6, C7, C8, C9 PER TABLE 2 ON L7.1. 3. THIS DETAIL SHALL NOT BE USED FOR ALUMINUM POST TYPES Cl, C2, OR C5. 4. THIS DETAIL CAN BE USED AT FREESTANDING OR AT ATTACHED STRUCTURES. STEEL POST EMBEDDED T BRACKET CONNECTION l]NDATION TA9LES 5 S INTO CONCRETE FOOTING )"=1'-D" TO CONCRETE FOOTING 1"=1'-o" �� TABLE 3 - (MAX WIND SPEED:130MPH, EXP C) MAXIMUM POST SPACING WHEN PATIO COVER IS INSTALLED ON SLAB ON GRADE r LATTICE FRAMING LLJGSL(psf) GSL(psf) 10 psf 20 psf 25 psf 30 psf 13'-7" 11.-0"10'�"11'-4" V.9- 9'-0"8'4" 9'_8" 9'-0" 8'-0" 7•_6" 8,_6" 8'-6• 7'-6" 7,-0" 7'-7" 8'-0"7'-0" NP E12' 6'-9"T-6" NP NP 6'.2" 7%0" NP NP 5'-8" V-6" NP NP NOTES: 1- "NP" INDICATES THATA FOOTING IS REQUIRED, AND THE PATIO COVER CAN NOT BE SUPPORTED ON A SLAB ON GRADE. 2 -FOR LIVE OR SNOW LOADS HIGHER THAN THE ONES SHOWN ON THIS TABLE, A FOOTING IS REQUIRED AND THE PATIO COVER CANNOT BE INSTALLED ON SLAB ON GRADE. TABLE 4- (MAX WIND SPEED: 13OMPH, EXP C) MAXIMUM TWO POST ATTACHED STRUCTURE W I DTH WHEN PATIO COVER IS INSTALLED ON SLAB ON GRADE TRIBWIDTH (ft) LATTICE RAFTERS LLIGSL(psf) GSL(psf) 10 psf 20 psf 26 sf 30 psf s 27-2" 22'-0- z0'-B" 18'-0" 6 2T-B" 19'-6" 18'-0" le-al 7 19'�" 18'-0" 16'1" 8 17'-0" 17'-D" IS.-O..14'-0" 9 15'-2" 16'-0" 14'-0" NP 10 13'-6" 15'-0" NP NP 11 12 11'-4" 13'-O" NP NP $ T BRACKET CONNECTION TO SLAB ON GRADE 1"=1'-0' ASTM A500 GRADE B P INSERT TO PLAN BASE PL 3" STEEL_ POST �0.188" THICK MIN HSS INSERT !) VO BOLTS 0" SO.x W BASE PL NOTES. ELEvL1iC N g g 1. THIS BRACKET IS TO BE USED WITH POST TYPE C7, C8 & C9, AND WITH C6 (WHEN FOOTING SIZE IS 25' OR LARGER). 2. SEE TABLE 2 ON S7-1 FOR ATTACHMENT TO FOOTING/SLAB. 3. INSTALL 1Y4 x 1Y4 x Ya HDG WELDED WASHER PLATE WHEN HOLE DIAMETER IS MORE THAN Y6" BIGGER THAN ANCHOR BOLT DIAMETER. 4. THIS BRACKET CAN ALSO BE USED FOR POST TYPE C2, C5, OR C6 (ALL FOOTING SIZES) SEE TABLE 2 ON L7.1 AND 7/0.1 FOR ANCHORAGE REQUIREMENTS. STEEL POST SLEEVE FOR POSTS CT, CS, C8 It 3° STEEL OR CENTERLr BRACKET T B "T" ALUMINUM POST )1 TO HOUSE WALL PARALLEL ADJACENT GRADE I 1 '"T" BRACKET PER 1/L7.2, WHERE OCCURS I 1 I / 2/0.2 OR 3/0.2 6" MIN. EXISTING OR NEW SLAB ON SEE GRADE. fc = 2,500 PSI MIN. NOTE 6 4 L EDGE OF SLAB \---BOLTS PER TABLE 2 WHERE OCCURS NOTES: 1. THIS DETAIL CAN BE USED WITH POST TYPES C1, C2, C5, OR C6. 2. TABLES 3 AND 4 IN THIS DETAIL CAN BE USED FOR FREESTANDING STRUCTURES AND/OR COMMERCIAL APPUCATIONS, BUT THE STRUCTURE CANNOT BE INSTALLED ON A SLAB ON GRADE AND REQUIRES A FOOTING PER SB.xx.x. 3. THIS DETAIL SHALL NOT BE USED FOR POST TYPE C10 & C1 1. 4. SEE 'SLAB ON GRADE USED AS A FOUNDATION SYSTEM' NOTES ON GO.1 FOR MINIMUM OVERALL DIMENSION OF SLAB AND ACCEPTABLE CRACKING AND CONTROL/EXPANSION JOINTS CRITERIA 5. WHEN THE PATIO COVER IS INSTALLED ON A SLAB ON GRADE (RESIDENTIAL APPUCATIONS ONLY), THE MAXIMUM POST SPACING IS THE LOWEST OF THE "MAX POST SPACING (SPAN)' SHOWN ON LB.XX.1 AND THE MAXIMUM POST SPACING SHOWN IN TABLE 3. 6. SEE NOTE 2 ON 4/0.1 FOR ALTERNATE. 7. THIS DETAIL CAN ONLY BE USED IN AREAS WITH A FROST DEPTH EQUAL TO ZERO. B. SEE 'GENERAL NOTES - SLAB ON GRADE USED AS A FOUNDATION SYSTEM" NOTES ON GO.1 FOR MORE INFORMATION, ALUM ALLOY 6063 78 OR TEK CR OR TEK SCREWS, EA. SIDE, TYP. %"0 HOLE EA SIDE 0.085' TYR I 0.750" 5.662" TYP. N4iES_ 1. BRACKET LENGTH - IS- 2.75"- - - 2. THIS BRACKET IS TO BE USED WITH POST TYPE C1, WITH OR WITHOUT SIDE PLATES PER SP3 OR SP4. 3. SEE TABLE 2 ON L7.1 FOR ATTACHMENT TO FOOTING/SLAB. 4. INSTALL 1Y x 1A x A HDG WASHER PLATE AT ANCHORS FOR 130 MPH ALUMINUM T-BRACKET FOR POST C1 3"=1'-0' ALUM ALLOY 6063-T6 4-j14 SMS .406. OR T ID SCREWS, #I=I� EA. SIDE, TYP. I WO HOLE EA. SIDE 0.094" TYP. � 0.750" 5.50" TYP. NOTES: 1. BRACKET LENGTH IS 2.75". 2. THIS BRACKET IS TO BE USED WITH POST TYPE C2 OR C5, WITH OR WITHOUT SIDE PLATES PER SP3 OR SP4. 3. SEE TABLE 2 ON L7.1 FOR ATTACHMENT TO FOOTING/SLAB. 4. INSTALL * x U¢ x X HDG WASHER PLATE AT ANCHORS FOR 130 MPH. 5. STEEL T-BRACKET PER 3/0.2 CAN BE USED IN UEU OF THIS BRACKET. E2 ALUMINUM T=BRACKET FOR POSTS CZ CS 3"=1'-0" 0,75' 4M2.000* 00" ASTM A500 GRADE B TY4-WIs0 HOLES 13iie0 & 2-sWHOLES, TYP EA SIDE 0 0 CENTERLINE OF 'T" BRACKET TO PLANBE PARALLEL TO 3.50" �1 W t HOUSE WALL �. TYP c 2-316"0 HOLES FOR vo M.B. TYP. N C N cV a ELEVATION ---- NOTES: 1. THIS BRACKET IS TO BE USED WITH POST TYPE C6 WHEN FOOTING SIZE IS 24" OR SMALLER, WITH OR WITHOUT SIDE PLATES PER SP3 OR SP4. 2. BRACKET CAN ALSO BE USED WITH POST TYPE C2 OR C5 PER TABLE 2 ON L7.1 AND 2/0.1 3. SEE TABLE 2 ON L7.1 FOR ATTACHMENT TO FOOTING/SLAB. �) STEEL. T-13RACKEr FOR POST CS 3"=1'-0" ATTACHED & FREESTANDING LATTICE COVERS -10 PSF SNOW LOAD OR LIVE LOAD -110 MPH - EXP. B & C B5 3"SQ. ALUM W/ 12 GA STL"U" CHANNEL B9 DBL2x6.5x0.042 B11 3x8x0.042 B10 DBL 2x6.5xO.032 B12 DBL 3x8x0.042 B13 3x8xO.042W/ 14 GA STL INSERT ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING TRIB WIDTH WIND EXP MAX POST SPACING (SPAN) FTG ON) MIN POST TYPE MAX POST SPACING (SPAN) FTG (IN) MIN POST .TYPE MAX POST SPACING (SPAN) FTG (IN) MIN POST TYPE MAX POST SPACING (SPAN) FTG (IN) MIN POST .n PE MAX POST SPACING (SPAN) FTG (IN) MIN POST T PE MAX POST SPACING (SPAN) FTG (IN) MIN POST n PE MAX POST SPACING (SPAN) FTG (IN) MIN POST TYPE MAX POST SPACING (SPAN) FTG ON) MIN POST n PE MAX POST SPACING (SPAN) FTG {IN) MIN POST TYPE MAX POST SPACING (SPAN) FTG (IN) MIN (POST n PE MAX POST SPACING (SPAN) FTG (IN) MIN (POST .TYPE MAX POST SPACING (SPAN) FTG ON) MIN POST TYPE 5 11081 11D C 16'-9" 16 9 15 17 C1 14' T' 29 C7 14'-1 d' 15 C1 14'•10" 28 C7 15-4" 15 Cl 1 S 4" 28 C7 18'-0" 15 C1 18'-0" 29 C7 21'-B" 18 Cl 21'-B" 31 C7 20'-9" 18 C1 2IP 9" 31 C7 14'-T' 31 C8 14 19 17 14'-6 30 15�" 17 15'-1" 30 18'-0" 18 1T-0 31 21'-B" 19 21'-2" 33 C8 20=9" 16 20 2" 33 CB 6 110 B 110 C 15'-3" 19-0" 16 18 C1 13'-3" 28 C7 13' 7' 15 C1 13' 7" 28 C7 14'-1" 15 C1 14-1" 28 C7 16-0" 16 C1 16'-0" 29 C7 19'•5 17 C2 19 9 3U C7 19'-0" 17 C7 lv-w 30 C7 133 30 Ce 13-T' 17 13•-T 2g 14,-i" 17 13-9" 29 16'-0 18 16'-0" 3p 19'-9 19 19'-3" 32 19'-0" t9 1B'-0 32 T 110B 14'-7' 16 C1 174" 28 C7 1T-T' 15 Cl 12'7" 28 C7 13'-1" 15 C1 13'-1" 28 C7 15-2" 16 C1 15'-2" 29 C7 18'-0" 17 C2 18'4' 36 C7 17-7" 17 C2 iT7" 30 C7 110 C 14'-7' 10 12 �" 30 12' T' 17 12'-0" 29 13'-1" 17 12'-9 29 15 =7' 19 14'-1 d' 3D 1 20 17-10" 31 17'-7" 19 1 T-1" 31 8' 110 B 13'-Tl 16 C1 11'-T' 29 C7 11•-0•• 18 Cl 11'-0" 28 C7 17-3" 16 C1 17-3" 2B C7 14-3" 17 C1 14'-3" 29 C7 1T-2" iB C2 1T-2" 31 C7 160 18 C2 16-0 31 C7 110 C 13'-3 19 11'-T' 29 11' 9" 16 11'-0 28 12'-3" 18 12 d' 28 14-3" 19 13'-1d' 29 17'-7' 20 16-9" 31 16-0" 20 16-1" 31 9 110 B 110 C 12-T 12'-T' 17 19 C2 11'-0 29 C7 1f-2" 18 Cl 11'-2" 29 C7 11'-T' 16 C1 11-T' 29 C7 13' 17 C2 13'�i" 30 C7 16'-3" 18 CS 16'-3" 31 C7 15` W 18 15'-6" 31 C7 11'-P' 29 11-2" 18 10'-10" 28 11'-7" 18 11'-3" 2B 13'-0" 19 13-1" 30 16'-3" 21 15'-9" 31 15� 20 15-2" 31 10' 110 B 11 p C 12'-0" 17-d' 17 19 C2 10'-0'• 30 C7 1 D' T' 1$ C1 10' 7" 29 C7 11'-0" 16 C1 11-0'• 29 C7 12'-0 17 17-0" 3D C7 1641. 1 B CS 15'�" 32 C7 14' 9" 1 B CS 14' 9 32 C7 10'�" 30 10' T' 19 10-3" 23 11'-0" 19 10-6, 29 12-9" 20 12'-0•' 30 15'-0" 27 15'-1" 32 14=9" 21 14''4" 42 11' _ 11 D B 110 C 11' 4" 11 `A" 17 20 C2 9'-1 d• 30 ca 1 d-1" 17 C1 10'-1" 29 C7 1 D'-0" 17 C1 10'-0" 29 C7 12'-2' 18 12'-Z" 31 C7 14'-8" 19 CS 14-8" 32 C7 14-1' 19 C5 14A' 32 C7 8-1 d' 30 1 D'-1" 19 9'-1 D" 29 10'-6 19 10-1" 29 12-2 20 11'-1 d' 30 14'-B" 21 14 4" 32 14'-1" 21 17 110 B 110 C 10'-10" 10 10" 1B 2D C2 9'-6•' 30 C9 9'-8" 17 C2 9' 8" 29 C7 9'-0" 17 9'-8" 29 C7 11. �" 18 C2 11'-8" 31 C7 14'-1" 19 C5 14'-1" 32 C7 13'-0 19 CS 13'-0" 32 C7 9,-0" 30 F-B„ 19 9,-0 8-T 19 V-2' 29 11'-0" 20 11 4„ 31 14 13'-9" 32 13'-0 21 13-2„ 32 3x8x0.042BEAM W/ B14 DBL 3 x 8 x 0.042 W/ DBL 3 x 8 x 0.042 W/ 12 GA STL INSERT 615 DBL 14 GA STL INSERT B1b DBL 12 GA STL INSERT ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING MAX MIN MAX MIN MAX MIN MAX MIN MAX MIN MAX MIN TRIB WIND POST FTG POST POST FTG POST POST FTG POST POST FTG POST POST FTG POST 'P POST FTG POST WIDTH EXP SPACING (IN) TYPE SPACING (IN) TYPE SPACING (IN) TYPE SPACING (IN) .TYPE SPACING (IN) 'TYPE SPACING (IN) TYPE (SPAN) (SPAN) (SPAN) (SPAN) (SPAN (SPAN) 5 110 B 2Z'-V 17 Cl 27-0" 31 C7 29'-2" 18 29'-7' 33 C8 32-0" 9 32'-T 34 C8 C2 C5 11D C 22'-B" i9 27-1" 33 C6 29'-7' 21 28'-0 30 C9 32'-0' 21 3V-7' 36 C71 6, 110 B 2U-B" 17 C2 2D'�" 31 C7 26''- 19 C5 2"" 33 CB 29'-7' 19 C5 29'-7' 33 C$ 110 C 2d-0" 20 2V-7' 32 26'-0" 21 26'-0" W C9 29'-2" 22 28'-6' 36 C9 T 110 B 19'-7' 18 C2 19'-2' 31 C7 24'-B" 19 CS 24'-0" 33 C8 2T-1" 20 C5 2T-1" 33 C8 110 C 19-2' 20 19'-7 32 24'-8" 22 24'-1" 34 2 1" 2. 26'-0" 35 C9 8 1108 18'-0" 18 C2 181HP' 31 23'-2" 20 CS 2T-2" 33 C8 2T-3" 20 C5 25'-3" 34 CB 11 D C 18-D" 21 18'-0 —31-1C7 Z7-2„ 22'-T' 33 25-3" 23 24, 5, 34 91 110 B 1T-d' 18 C5 1T-0" 32 C7 2V-1d' 20 CS 21'-10" 34 23'-1D" 21 CS 23'-1d' 35 C9 1165 1T-d' 21 1T-0" 31 2V-10" 23 21'-3" 34 23'-10' 23 23'-3" 34 CB 10' 110 B 16-1" 19 CS 16'-1" 32 C7 20'-9" 20 CS 20'-9" 34 CB 22'-6" 21 C5 22'-6" 35 C9 110 C 16'-1" 21 16'-1" 32 2d-9" 23 20-2" 34 27 8" 24 22'-1" 35 11' 110 B 15'-4" 19 C5 15,4, 32 C7 19'-9" 21 C5 19'-9" 35 C9 21'-0" 21 C5 21' 36 C9 110 C 15 22 15'�" 32 19'-9" 24 19'-3" 34 21'-6" 24 21'-1" 35 12' 110 B 14'-9" 18 CS 14'-9" 32 C6 19'-0" 21 C5 1V-0" 35 C9 2D'-H" 22 CS 20'-B" 35 C11 110 C 14'-9" 22 14.9 33 19'-0" 24 18'�i"' 35 2d�" 25 20'-7' 38 CID NOTES: 1 - WHEN THE PATIO COVER IS INSTALLED ON A SLAB ON GRADE (RESIDENTIAL APPLICATIONS ONLY), THE MAXIMUM POST SPACING IS THE LOWEST OF THE "MAX POST SPACING (SPAN" SHOWN ABOVE AND THE MAXMUM POST SPACINGS SHOWN ON DETAIL 8/1-7.1 2 - IT IS ACCEPTABLE TO SUBTITUTE COLUMNS W/ HIGHER NUMBERS W1 THOSE SPECIFIED IN THE TABLES SHOWN. DU -ALUM 2485 RAILROAD ST, CORONA, CA 92880 951.736.4500 I S 5885 T yr� CWi DATE SIGNED: July 06, 2018 aN a��f�'-,„ �I�i•I�� 26030 ACERO, SUITE 200 MISSION VIEJO, CA 92691 949.305.1150 1 FAX 949.305.1420 laP M� NTM ES REVISIONS MARK DATE DESCRIPTION 4 STE . JOB # 17-1071 DATE 04125(18 DRAWN BY RER CHECKED MDS IAPM0195 V 3.0 LATTICE STRUCTURES: BEAM SPANS & FOUNDATION SIZES 10 PSF LL1SL, 110 MPH L8.1 0.1 ATTACHED & FREESTANDING LATTICE COVERS -10 PSF SNOW LOAD OR LIVE LOAD -120 MPH - EXP.. B & C 3x8x0.042BEAM W/ DBL 3 x8 xO.042 W/ DBL 3 x8 xO.042 W/ 812 GA STL INSERT 8DBL 14 GA STL INSERT B16 DBL 12 GASTL INSERT ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING MAX MIN. MAX MIN. MAX MIN. MAX MIN. MAX MIN MAX MIDI TRIG WIND POST IFTG. POST FTG• POST FTG. POST POST FTG. POST POST FTG. POST POST FTG. P087 WIDTH E9. SPACING (IN) POST TYPE SPACING (IN.) POST TYPE SPACING ON.) PE SPACING (IN.) IYPE SPACING O ) TYPE SPACING (IN.) TYPE (SPAN) (SPAN) (SPAN) (SPAN) (SPAN) (SPAN) 120 B 27-0" 18 Cl 27-" 33 C8 29'-7 19 29'4" 35 C9 32-V 2D C5 32'-' � C11 12D C 2Z-" 2D C2 21'•8" 35 C9 28'-7 22 2T-&' 37 C71 3Z-0' 23 5 30'-3" 38 120 B 20-8" 18 2V-r 32 C7 28'4" 20 CS 28'-8" 35 C9 2D 2' 2D C5 29=7' 35 C9 6, 120 C 20-4" 21 C2 191-8" 34 C8 2Li-S' 23 25'-3" 35 C11 29'-Z' 23 27' 8' 37 C11 '-Z' 19 19 Z' 32 C7 24' 8 20 C5 24'-8" 34 CS 27'-1" 21 C5 27'-1" 35 C9 T '-1l1 21 C2 18' 2' 33 C8 24'�° 23 23'�" 38 C9 27'-1" 24 25'� 37 C71 ' D' 19 18'-U' _ 31 C7 23'-7' 21 C5 23'-7' 33 C8 25-3" 21 C5 25'�" 34 C8 B 4r 22 C2 17'-r 33 C8 2Z-9" 24 2Z-D" 35 C9 25'-3" 25 24'-0" 38 C11 -D" MBI 19 iT47' 32 C7 21'49' 21 C5 21'-10' 34 C8 23'-10' 22 CS 23'-1D" 35 16'-1" 32 21'-G' 24 2D'-8" 34 C9 2T-10" 25 4' 22 C5 22'-0" 35C9 6'-1" 2D 15-1" 32 C7 20'-9" 21 C5 2D'-9" 1-6" 34 Cfi i74' 22 C5 22-8" 3510 15-3" 32 23024 25 34 2Z- 26 2Z-1" 35 -10' 23 C5 120 B 154" 20 15-0" 32 C7 19-9 22 C5 19-J 3S 21'-8" 22 C5 21'-8" 36 14' T' 32 C8 19'$ 25 1 B'-9 34 21'-8" 11' 120 C 15-2' 23 C5 12' 120 B 14'.4. 20 C5 14'-4' 33 C8 19'-0" 22 CS 19'-D" 35 C9 20'�" 23 C5 20'� 36 C71 120 C 14' 6" 23 32 18$' 26 20 8 Z8 20'-7' 35 C9 NOTES: 1 -WHEN THE PATIO COVER IS INSTALLED ON A SLAB ON GRADE (RESIDENTIAL APPLICATIONS ONLY), THE MAAMUM POST SPACING IS THE LOWEST OF THE "MAX POST SPACING (SPAN)" SHOWN ABOVE AND THE MAXMUM POST SPACINGS SHOWN ON DETAIL 8/1-7.1 2 - IT IS ACCEPTABLE TO SUBTITUTE COLUMNS W1 HIGHER NUMBERS W1 THOSE SPECIFIED IN THE TABLES SHOWN.