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BPAT2019-006578-495 CALLE TAMPICO Ct 0 D LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT Permit Type/Subtype: PATIO COVER/CITY STANDARD/PRE-ENGINEERED - OPEN Application Number: BPAT2019-0065 Property Address: 79734 N PARKWAY ESPLANADE APN: 609610043 Application Description: BOLUN / 192SF TRELLIS DURALUM (PATIO COVER AT REAR YARD Property Zoning: Application Valuation: $600.00 Applicant: OVIDIU BOLUN 79734 PARKWAY ESPLANADE N. LA QUINTA, CA 92253 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 70001 of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: - License No.::CONV:140528101254083435 Date: 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 �cts 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 did not build or improve for the purpose of saleJ. as owner of the property, am exclusively contracting with licensed contractors to c6ns6uct 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 Q�tors' State License Law.). m exempt under Sec. B.&P.C. for this reason Date:W1Qr':' Owner: CONSTRU,_ LENDING AGENCY I hereby affirm under penalty of perju hat there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Na Lender's VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 11/8/2019 Owner: OVIDIU BOLUN 79734 PARKWAY ESPLANADE N. LA QUINTA, CA 92253 Contractor: OWNER BUILDER - OVIDIU BOLUN 79734 PARKWAY ESPLANADE N. LA QUINTA, CA 92253 (760)296-8892 Llc. No.::CONV:140528101254083435 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I 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- ,, W�y workers' compensation insurance carrier and policy number are: Car�SefC� Policy Number:_ L_ 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 rovisions. Date: d! �"r f 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 entQy pon the above - mentioned grope for inspection purposes. Date: t1104LV Signature (Applicant or Agent): zz, Date: 1178/2019 Application Number: BPAT2019-0065 Owner: Property Address: 79734 N PARKWAY ESPLANADE OVIDIU BOLUN APN: 609610043 79734 PARKWAY ESPLANADE N. Application Description: BOLUN / 192SF TRELLIS DURALUM (PATIO COVER AT REAR YARD LA QUINTA, CA 92253 Property Zoning: Application Valuation! $600.00 Applicant: OVIDIU BOLUN 79734 PARKWAY ESPLANADE N. LA QUINTA, CA 92253 Contractor: OWNER BUILDER - OVIDIU BOLUN 79734 PARKWAY ESPLANADE N. LA QUINTA, CA 92253 (760)296-8892 Llc. No.::CONV:140528101254083435 -------------------------------------------------------------------------------------------- Detail: BOLUN / 192SF TRELLIS PATIO COVER AT FRONT YARD [DURALUM] THIS PERMIT DOES NOT INCLUDE ELECTRICAL INSTALLATIONS. 2016 CALIFORNIA BUILDING CODES. FINANCIAL INFORMATION UESCKIVIIUN ACCOUNT QTY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $1.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 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: $10.00 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 f CALIFORNIA 65 1 ?ffZ011 - �v&pr PERMIT # PLAN LOCATION: Project Address: -117 3 7 TPWKvip iF4UW �oject Description: � Applicant Name: ti f Address: City, ST, Zip: Telephone: q Email: I/ U Contractor Name: New Construction: Address: ,PDnditioned Space SF City, St, Zipj � Garage SF Telephone: Yb 0 SF Email: Fire Sprinklers SF State Lic: City Bus Lic: Architect/Engineer Name: A29ie&A onstruction Occupancy: Address: Grading: City, St, Zip Telephone: Bedrooms: Stories: # Units: Email: State Lic: City Bus Lic: Property Owner's Name: Vd,10/11, /%q/ New Commercial /Tenant Improvements: Address: yqWQ Total Building SF City, ST, Zip U �,�� �'� Construction Type: Occupancy: Telephone: Y ,G G LA QUINTA, CA 92253 760-777-7000 `ZcA) ZoC� so FIO-S%TAf�f OFFICE USE ONLY # Submittal Required Received Plan Sets Structural Calcs Truss Calcs Title 24 Calcs CVWD Fire Flow Letter Soils Report 1 111 Grading Plan (PM10) Landscape Plan Subcontractor List Grant Deed HOA Approval School Fees Burrtec Debris Plan Planning approval Public Works approval Fire approval City Business License CITY OF LA QUINT/ SUB -CONTRACTOR. LIST JOB ADDRESS PERMIT NUMBER This form shall be posted _on -the _job with the Building Inspection Card at all times in a _ OWNER I ., BUILDER conspicuous place. Only persons appearing on this list or their commencement of work. Failure to comply will result in a stoppage completed by applicant. "On File" is not an acceptable response. employees are authorized of work and/or the to work voidance on this job. Any changes to this list must be approved by the Building Division prior to of building permit. For each applicable trade, all information requested below must be City Su.s.iness.License Trade •1 Classification. Cantracta.r State Contractor's License Workers Compensation insurance. Exp. Date (xx/xx/xx) License Number (xxxx) Exp. Date (xx/xx/xx) Company Name Classification (e.g. A, B, C-8) License Number (xxxxxx) Exp. Date (xx/).x/xx) Carrier Name Policy Number (e.g. State Fund, CalComp) (Format Varies) EARTHWORK (:C42): CONCRETE ;(C.=8) FRAMING (C G! � S:TRUCT. STEEL (C:=51;) MASONRY (C-29) PLUMBING (C-3.6) rLATH, PLASTER (C-3:5) ^� DRYWALL (C-9:): HVAC (C-20]. ELECTRICAL (C-IM ROOFING (C-•39.) SHEET METAL (;C-.43) FLOORING (.C-15) GLAZING (C-17) INSULATION. (C-2) SEWAGE DISP. (C4.2) PAINTING. (C-33.) CERAMIC TILE (C-54) CABINETS (.C-6): FENCING (C-131 LANDSCAPING (:C-27) POOL (C-53) T4hf 4 4 a" P.O. BOX 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT PROPERTY OWNER'S PACKAGE (760)777-7012 FAX (760) 777-7011 Disclosures & Forms for Owner -Builders Applying for Construction Permits IMPORTANT! NOTICE TO PROPERTY OWNER Dear Property Owner: An application for a build' ermi has n s�bXt,, d inn y ur lis 'n y sel ast the builder of the property improvements specified at �, {�1 { " C4 >�22_S We are providing you with an Owner -Builder Acknowle me and Information V rification Form to make you aware of your responsibilities and possible risk you may incur by having this permit issued in your name as the Owner -Builder. We will not issue a building permit until you have read, initialed your understanding of each provision, signed, and returned this form to us at our official address indicated. An agent of the owner cannot execute this notice unless you, the property owner, obtain the prior approval of the permitting authority. OWNER'S ACKNOWLEDGMENT AND VERIFICATION OF INFORMATION DIRECTIONS: Read and initial each statement below to signify you understand or verify this information. L�)l. I understand a frequent practice of unlicensed persons is to have the property owner obtain an "Owner -Builder" building permit that erroneously implies that the property owner is providing his or her own labor and material personally. I, as an Owner -Builder, may be held liable and subject to serious financial risk for any injuries sustained by an unlicensed person and his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an Owner -Builder and am aware of the limits of my insurance coverage for injuries to workers on my property. ,1 �. I understand building permits are not required to be signed by property owners unless they are responsible for the construction and are not hiring a licensed Contractor to assume this responsibility. � 3. I understand as an "Owner -Builder" I am the responsible party of record on the permit. I understand that I may protect myself from potential financial risk by hiring a licensed Contractor and having the permit filed in his or her name instead of my own. 24. I understand Contractors are required by law to be licensed and bonded in California and to list their license numbers on permits and contracts. h5. I understand if I employ or otherwise engage any persons, other than California licensed Contractors, and the total value y construction is at least five hundred dollars ($500), including labor and materials, I may be considered an "employer" under state and federal law. u�6. I understand if I am considered an "employer" under state and federal law, I must register with the state and federal government, withhold payroll taxes, provide workers' compensation disability insurance, and contribute to unemployment compensation for each "employee." I also understand my failure to abide by these laws may subject me to serious financial `}risk. OAT I understand under California Contractors' State License Law, an Owner -Builder who builds single-family residential structures cannot legally build them with the intent to offer them for sale, unless all work is performed by licensed subcontractors and the number of structures does not exceed four within any calendar year, or all of the work is performed under contract with a licensed general building Contractor. M8. I understand as an Owner -Builder if I sell the property for which this pern.i: is issued, I may be held liable for any financial or personal injuries sustained by any subsequent owner(s) that result from any latent construction defects in the workmanship or materials. 9. F understand I may obtain more information regarding my obligations as an "employer" from the Internal Revenue Service, the United States Small Business Administration, the California Department of Benefit Payments, and the California Division of Industrial Accidents. I also understand I may contact the California Contractors' State License Board (CSLB) at I- 800-321-CSLB (2752) or www.cslb.ca.gov for more information about licensed contractors. 61�10. I am aware of and consent to an Owner building permit applied for in my name, and understand that I am the ❑arty legally and, financially re ponsple for proposed �co"ction activity at the following address: 1- y-V V 11. I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern Owner -Builders as well as employers. lal 2.1 agree to notify the issuer of this form immediately of any additions, deletions, or changes to any of the information I have provided on this form. Licensed contractors are regulated by laws designed to protect the public. If you contract with someone who does not have a license, the Contractors' State License Board may be unable to assist you with any financial loss you may sustain as a result of a complaint. Your only remedy against unlicensed Contractors may be in civil court. It is also important for you to understand that if an unlicensed Contractor or employee of that individual or firm is injured while working on your property, you may be held liable for damages. If you obtain, a perrnit as Owner -Builder and wish to hire Contractors, you will be responsible for verifying whether or riot those Contractors are properly licensed and the status of their workers' compensation insurance coverage. Before a building permit can be issued, this form must be completed and signed by the property owner and returned to the agency responsible for issuing the permit. Note: A copy of the property owner's driver's license, form notarization, or other verification acceptable to the a cy is required to be presented when the permit is issued to verify the property owner's signature. ' -- Signature of property owner Date: Note: The following Authorization Form is required to be completed by the property owner only when designating an agent of the property owner to apply for a construction permit for the Owner -Builder. MEMORIZATION OF AGENT TO ACT ON PROPERTY OviNER'S BEHALF Excluding the Notice to Property Owner, the execution of which I understand is my personal responsibility, I hereby authorize the following person(s) to act as my agent(s) to apply for, sign, and file the documents necessary to obtain an Owner -Builder Permit for my project. Scope of Construction Project (or Description of Work): Project Location or Address: Name of Authorized Agent: Tel No Address of Authorized Agent: I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above information and certify its accuracy. Note: A copy of the owner's driver's license, form notarization, or other verification acceptable to the agency is required to be presented when the permit is issued to verify the property owner's signature. Property Owner's Signature: Date: ELEVATION: SCALE 1/4 _= I- 0--VICINITY MAP I LOCATION MAP: j ' r SITE LOCATION_; AREA MAP: FUTURE REAR ELEVATION PROJECT SITE PROJECT ADDRESS' 79-734 PARKWAY ESPLANADE N- LA QUINTA, CA 92253 OWNER: OVIDIU BOLUN 1!-.yllnKla .a p:X:.ny 79-734 PARKWAY ESPLANADE N- l111on1• _U h. e IB NOMh LA QUINTA, CA 92253 ANALYSIS rBia•+«Lu.I MIL .F I°.T.eei eO FEP scoYF�,GRI SCOPE OF WORK cF SPECIAL NOTES: CIVIL ENGINEER/DESIGNER o.finlM.IRtCY.0 n�Wwc u Vf.>' v.fK..eINN«M�fU w �v, lxek- WO DESIGNER: DANIEL PATNEAUDE DRP ENTERPRISES LLC PO BOX 4428 PALM SPRINGS, CA 92263 (206) 7 34-7 765 BUILDING DATA AND SUMMARY: ZONING DISTRICT: R-L FLOOD ZONE: X A.P.N.: 609-610-043 LOT AREA: 10,018 SQ. FT. BLDG AREA: 1,829 SO. FT- Q ADD'T AREA: 252 SO. FT 1 NUMBER OF STORIES:I BUILDING OCCUPANCY GROUP R3,U TYPE OF CONSTRUCTION: TYPE V-N A (fyD-f�l 79-734 PARKWAY ESPLANDE NORTH RIVERSIDE COUNTY, CALIFORNIA LA QUINTA, CALIFORNIA PROJECT ID # 2019-044 _SHEET INDEX _ T-10 COVER SHEET A-1.0 GENERAL BUILDING NOTES A-I,I SITE PLAN HOUSE PLAN A A-1.0 FLOOR PLAN/EXIS.& ADDITION A A-2.0 ADDITION ROOF/TRUSS PLAN A A-3,0 FRONT AND SIDE ELEVATIONS A A-4-0 WINDOW AND DOOR DETAILS A M-1.0 ADDITION MECHANICAL/PLUMBING A E-1.0 ADDITION ELECTRICAL AS I.0 ADDITION FOUND./FTG. DETAIL DETAILS SD-1.0 STRUCTURAL DETAILS SD-2.0 SHEAR WALL/DETAILS SD-3.0 STRUCTURAL DETAILS 7 :1T`f OF LA 0U1 TA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE T E t" BY �• Dti 14 A r + (a W csTy GENERAL NOTES ALL WORK SHALL BE GONE IN ACCORDANCE WITH THESE PLANS AND ALL BUILDING ICC CODES FOR CONSTRUCI IDN THE CONTRACTOR MUST ADHERE TO SPECIFICATIONS FOR RESIDENTIAL CONSTRUCTION FOR THE STATE OF CALIFORNIA COUNTY OF RIVERSIDE 2016 CBC RIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ALL ANI ES TO DETERMINE THE EXACT LOCATION OF ALL ONDERCROUND FACILITIES WHETHER SHOWN OR NOT SHOWN IT SHALL BE THE CONTRACTOR S RESPONSIBILITY TO PROTECT ALL EXISTING FACILITIES FROM DAMAGE DIALING CONSTRUCTION 3 CALL UDDERGROUND SERVICE ALERT TWO WORKING DAYS BEFORE ANY TRENCHING,ETC AT BIM- THE FOLLOWING AGENCIES SMALL BE CONTACTED BEFORE ANY CONSTRUCTION OR EXCAVATION BEGINS CVWD - WATER AND SEWER (>601 39I .eVO SO CAL GAS I811i 2:B-0092 IMPERIAL IRRIGATION (MID) - ELECTRIC HIM 303-1111 UNDERGROUND SERVICE ALERT 0R L THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF THE REMOVAL OR RELOCATIGN OF ANY AND ALL EXISTING UTILITIES WITH THE RESPECTIVE UTILITY COMPANY COST OF THIS COORDINATION IS TO BE I [LICED IN THE BID PRICE FOR THE VARIOUS IMPROVEMENTS TO COMPLETE THE PROJECT 5 THE CONTRACTOR AGREE.`. THAI HE SMALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS WRING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THAT THESE REQUIREMENTS SMALL CONTINUALLY AND NOT BE LIMITED TO NORMAL WORKING HOUR` , AND THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLECED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PRO.CCT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER AN Y IMPROVEMENTS CONSTRUCTED IN THE PORLIC RIGHT-OF-WAY WILL REUUI RE SEPARATE PLAN APPROVAL, ENCROACHMENT PERMIT 1. ANY WALLS. FENCES. STRUCTURE5 ANDI OR APPURTENANCES ADJACENT TO THIS PROJECT SHALL BE PROTECTED IN PLACE IF DING OPERATIONS DAMAGE OR ADVERSELY AFFECT SAID ITEMS IN ANY WAY. THE CONTRACTOR AM I OR DEVELOPER ARE RESPONSIBLE FOR WORKING OUT AN ACCEPTABLE SOLUTION TO THE SATISFACTION OF THE AFFECTED PROPERTY OWNER(SI- B IT IS THE CONTRACTORS RESPONSIDILI TY TO ENSURE THAT ADEOUATE COMPACTION HAS BEEN ATTAINED ON THE ENTIRE SITE. INCLUDING BUILDING PAD AREA IT SMALL BE THE CONTRACTORS RESPONSIBILITY TO CALL ALL OF THE APPLICABLE COUNTY DEPARTMENTS AND RELATED UTILITIES BEFORE WORK IS PERFORMED WORK PERFORMED WITHOUT CALLING FOR INSPECTION MAY BE REJECTED AND SHALL BE REMOVED SOLELY AT THE CONTRACTOR'S EXPENSE -PLANS TO CONFORM TO 2016 CBC REGULATIONS PLANA NEW HOME ADDITION 252 SOUARE FEET TITLE SHEET D� �tF:6�'tGQQiI Ovidiu Bolun -734 PRIVY. ESPLANADE LA OUINTA, CA 92253 (760) 296-8892 New Addition Ovidiu Bolun Residence 9-734 PKWY. ESPLANADE I LA QUINTA, CA 92253 a��6�wa5 �2 SCALE NTS T-1.0 I i ! I I i I J J I PARKWAY rIi f ESPLANADE f f } s x m I R 1 � I I f NEW -ADDITION - SITE- PLAN PLAN-1 NEW CASITA HOME ADDITION s 210 SOUARE FEET k v� SITE PLAN y� _] Ovidiu Bolun ia•iSr rn JV EVPLA{MCE N LA OUIHTA, CA 92253 w� (760) 296-8892 New Addition Ovidiu Bolun Residence ID•i36 pxm. mimanau@ M LA QUINTA, CA 92253 SCALE Scale - %s" = P-O" A 1.1 RECEIVED or"A2919 - CITY OF LA QUINTA DESIGN AND DEVELOPMENT DEPARTMENT EXISTING FLOOR PLAN SCALE: 3/16• - 1'-0' NEW ADDITION SCALE: 3/16' - 1'-O' PLAN-1 NEW HOME ADDITION 252 SQUARE FEET MAIN FLOOR PLAN Ovidiu Bolun 79-734 PKWY, ESPLANADE LA OUINTA, CA 92253 (760) 296-8892 New Addition Ovid iu Bolun Residence 9-734 PKWY. ESPLANADE F LA OUiNTA, CA 92253 SCALE Scale - Noted A A-1.0 Sheet 3 of 12 I mo'2adj—oo�s- -7 5 7 3q nl. f?AW-kWAY At PG4n146E- Cli( ts, PATIO COVER SYSTEM AS MFG. POINT OF CONTACT'S WTOhL'h1L0.4AE[ARSIL SRWLLE ENIiECFtoA9 ipLLQ+r, �,��� COINTRAI TORS: PLEASE CONTACT OIAMLUM A/O'A ACI10 iUREmO (NONE MI BULDINGDEPAN ADITS: PLEASE CORACTISTELFRGRIEERPFG ( 300$-1150 FAD:FpII YRFO CA FL/I FAX: IRI)SOS•I/TO NOAIE RYA'ERS: PLEASE REOUESTAIR L'IFORNAIION MRIXM.H YOUR CONTRACTOR STMICIUTALANOINFEROFRECOM. DUf11NL[OSERNL SF SFIS POIIROFCONTACF AW1E.oOMTHR@ERA SF SIpT DESIGN PARAMETERS 1{L%j [gGLT: RAWAA'RTNIITAIOHG M E;s,QA01 W THSRMATC Rees VM1H THE NpEOA14'r am I, .mf713Ry1@1FwLLRTAM IL 1w6H5MV 11MCN[W,EEI "IMISOKCRANO"A IL1I1PR A4➢EETPNARSL""0[7E . AYMO F•IP IM HIB%%IL:ULI DIM DMEYS W41X.pVGT An0fIRAy1gRTLFEI, n� • roLsuuvNpuSw�Fl •1A[u1 S. FFFJ5IRNISLNIUG1110iO,IOC Uh WR9dN 1UI➢NU 1 W[OS11[RQI AIFLYAlILA4AGOf UE LM9 LYLfOPJAI rfvauuBDS�yPUA+�rwr 1 EEF 3NESFAILOOEAM➢ fAW1P7FWIfA1"E AR 1. 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IFI"NOMMSIIU[T UT LIiU A IACE145RRCONNNg1I"T"'C""A W"A'.GO DH 1LS1I43!'310-A4 WLWID-O.4C Mg GO PAIgB11Ef+CSWWEEEIAWTO TIRE IMEDE HDIIpF.VAMit I El US lulis IEAH POUS, TIC ShICTDRf LUIOIN LRALL SETT Ffih FROM UNJO-LRp AM D REAG FOIL p01pw O1V %Amj w9Ef*YDSIaTITEDl"MaG1fl IOOf U➢pOXT11l SINE C0.'RFW70J6 AETIOCCr16 STA•A;TUYE.LmNVIA ODUI LLM i➢ 04CIFW STRLtTUFTTRELLNDTIE COEU"BY IM CHCR to WMO S1f ��Fj�}RE�4ri IN AS AS WON O,T U,I O4 SEEM W01 LL A ABC ASAIY,C"I Mel EWRAWOW IlTiW DAI iG ODU0FA1 FACA" Npi.Mill EAST[A4Y501[EtlTD1OA01XA0V00Y1CHS1'ETTFCBeBN PTS AND R 21E0 It ALL UNUSED SHEETS SHALL BE FIEMOVFD FROM THIS SEE OF ORAWWCS. i?PA I ZOI I -- CGS- - - -7Q ?3`f &J.- ESP[-g,�v4bF- I�� (E) BWDNO SOLID mlvt I w TO MIX SEES NGFe 2 ! I I I I I l E I I I T F msauoeWl�sBE'f �rc � i I �1 PLAN VIEW 1/1C=1'4 H41S; 1. PA1D LRfll DIUkTB016 A LENGTH OF STMCNRE L' SHALL NOT BE HISS THAN ITS PROJECTION 'P. $EE DESIGN ASSiFMKIN NOTE 10 FOR PATIO COVERS CONSISTING OF SOLID COVERS AND LATTICE FMVDIC. B. IHOCIO OF STRWMW TT 00 TOP OF OMM) 9LV.L NOT BE OVER 12 IT. C, OEM OrMWIC T3IT SHALL "I Ef= 25Y OF BUMS "MFT CLEAR SPAN. EXCEPTION- NO OVERHANG ALIDWED AT I BEAMS CONNECTED TO SIDE OF COL D. SOLID COVER ONEIRRAHG 'ION SHALL NOT EXCEED 25% OF BOTH DECK & NP SOLID COrTR'S AD AW6 CLEAR SPAN, (OR 24' WJL AT 0. WHICHEVER IS LESS). E. IRPAAJTT WIDTH ME AS SHOWN ON PLAR • TRIO (O-Q- if ADO" DECK CIFAR SPAN 0 RIGHT + DECK ON 0 LEFF • TIB (MW)=)i ADJACENT DECK CLEAR SPAN 2_;X, Q. Cf�T.BS A SEE STET ST.IA AND S3.3 FOR DECK PRORIFS AND HM LI M SPANS B. SEC S•.EIT 55.2 IOR D,URM•JJSE EISLEATED Mft%rWA SWoorki PANS LLMTLvu SPANS. C. SEE SHEET S21 FOR REDUCTION OF SOLID COVER YMOMUE SPAN WHEN DEW" FOR SNOW LOAM D. SEE SHEET S32 FOR CONVECTION OF SOUL COVERS TO 9WPORTIN BEAMS I. SEE SHEETS S32&SO.I FOR CONNECTION OF SOLID COVERS TO (E) BUIDPIO. F. WHOIW SLOPE OF SOD DECK COVERS TO BE PER SHEET S32. G. NHDIUM SGPE OF DURAPANELS TO BE PER SHEET S32. r1 tSommo VIEW 3/32•=1'-O• IM A SEE SHEETS S4.1 & S4.2 FOR BEAM PROFRES. B. SOC SHEET 542 FOR TAN ma WHM OCCLIM C. SIT SHIM S7.1 ANG 5a." FOR FA&M SHGWE- Wx'wIM RE L 9,xm D. � XI 32.1 FOR INCDON OF WM1 UMUY SPAN WEN DESIGNING FOR SNOW E. SEE SHEETS SO. FOR BEAU COfUffCIIONS & DEEMS F. SEE SHEETS SST AND SSJ FOR BE♦11 SPLICE DEW, TMFIFE REW10.O. SFW SPLICE SPUD( WHEN NEEDM SWJ, BE IOCAVO 11011 7NH1Y ADM M KTIDWR COWW& NO OM SPLICE SRML RE PEMtFM BE7WDON COIMLINS OR ON TOP OF AN DrotioR COWUH. A SFS TABLE 1 ON W SHEET FOR IJXK M PUWXRS CF P%15 Rmvpfj) RULED CN IXAFR UVERSCNS IL SEE SHEET S4.3 FOR COLEBW PROFLES. C. SEE SHEETS SM AND SBnE FOR TABLES SHOWING MAKIYWE POST SPACING. 0. SEE SHEETS SO. AND ST.X FOR POSTS CONNECTIONS & DUALS. A SEE SHEET SM FOR COUAN CONNECTION TO FOIRAUDN. B. SEE BEAU SPAN TABLES ON SHEET SIL— FOR IMMAJ11 FOOTING SIZE FOR PATIO COVER SUPPORTED ON CONCRETE MOIRA BASED ON BEW SPAN SELECTED. C. SEE S7.1 FOR ALTERNATE R1GON0 SIZES D. SEE B/S7.1 FOR ATTACHED PATIO COVED SUPPORTED ON SLAB ON CMDE. TABLE 1 Mf47AUM NUMBER OF POSTS ING REOUR ATTACHMENT PER LSB 2 0R 31EL 3 �J• ��l�l!)• lE� �s� �'i! 1i41�1�1�i0�>� ��I■ras=�a�;a� ��1Q��1�ltli E7t� ��rL��laEaolw� ROLM�AA� 1TL�IL��a�dna»s� �i�lE1�i1� dTILE3ElE�� ��7�Odi>•aE! NOTES: 1, "WEER LF F031S'JHYM1 N TA3 TAWLL B A WLF W!.S ARID POSTS AS REOURED TO ENSURE THAT THE'I4AX POST SPAC4D IS PANT 611mm ON SHEETS aa— OR lB.irs 6 NOT E�EEOED. 2. TPS TABLE 6 TO BE USED EI COIAIN POH VATH OETAL 3/6L3 OR 3"3 3 T14S TABLE DOES NOTAPPLY P TKE SUE PLATES ARE PROVBXED FOR AESTHEIMAL PURPOSES AKO THE BEAUS CONVECT O W THE COLUMN DUIECTLY OR WITH A BRACKET PER 863 OR U3. TABLE 1- MINIMUM NUMBER OF COL f REQUIRING TOP ATTACHMENT PER 3/80 OR 3/ 9 GC 1 -TIRE SHEET, DESIGN LOADS, GENERAL NOTES S1.1 -SOLID PANEL STRUCTURE b: TYPE A 821 -SOLD PANEL STRUCTURES: SNOW LOAD DESIONt SPAN REDUCTION FACTORS DUE TO DRIFT AND BLUING 53AA-SOLD PANEL STRUCTURES: ATTACHED COVERS LNXN UM SPANS AND MINIMUM FASTENERS 832- SOLD PANEL STRUCTURES: CROSS SECTIONS 833-SOLD PANELSTRUCTURES: DURAKNG AND TRIPLE BOLA PAN MAXIMUM SPANS AND MNNIUM FASTENERS 841-SOLD PANELSTRUCTURES:BEAMPROFLES 642- SOLD PANEL STRUCTURES: BEAM PROFILES 64 3-SOLD PANEL STRUCTURES: COLUMN PROFLES 844-SOLD PANEL STRICTURES: MEMBERS PROFLES 64S-SOLID PANEL STRUCTURES: CONNECTORS 65.1 - SOLD PANEL STRUCTURES: SPLICE DETAILS S61 -SOLD PANEL STRUCTURES: ATTACHMENT TO EXISTING BULDNG 562-SOLD PANEL STRUCTURES: CONNECTION DETAILS6B 3 -SOLD PANEL STRUCTURES: CONNECTION DETALS S7.1 - SOLD PANEL STRUCTURES: FOUNDATION DETALS 872-SOL13 PANEL STRUCTURES: FOUNDATION OETALS 68--SOLID PANEL STRUCTURES: BEAM SPANS AND FOUNDATION 8VES w PSF WSL, 130 MPH GOA -ADDITIONAL STATE LICENSURE STAMPS SOLID PANEL STRUCTURE TYPE A: ATTACHED SINGLE SPAN WITH OPTIONAL CA14TILEVER (E) BLILONG SOLID CODER L0N0TOCitON SEE 7YP . TO BLOC SEE NOTE 2 SFF:NOTE 4 I gq C SOLD COVER G7FRE TO OEM SEE DWR B6UN CLEAR SPIN BEAU CW SPAN N LENBM 7;i ROLE 1 n Pi/Wyl�ru _ A. WtaN Of STRUCTURE V SHUL NOT BE LESS THAN ITS PROIECTON 9, SEE DESCH ASSUMPTION NOTE 10 FOR PATIO CMERS CONSISTING OF SOLID CORERS AND LATTICE FAAUNG. B. HDW Of SF MnW'If DO TOP OF W4VFR) SMALL NOT BE eAA 12 Fr. C. OFAN OV "Ng TNf 9AU- NOT EXCEED 2U OF BFAVS ADJACENT CLEW SPAN. EXCEPTION- NO OVERHANG ALLOWED AT 1 SEAMS CONNECTED TO SIDE OF COL D. SOLID CDVEB OVERHANG 'Of SN/l1 NOT EXCEED 25X OF BOTH DECK A 91P SWO CMEFFS MT4= CUM SPAN, (OR 2V MAY. AT W, MLCHEVER 15 LESS). E FRB171Ai1 ffiOTH ARE AS SHOWN ON PLmt ' TRB (B.A)• At ADMWENT DECK CLEAR SPAN 0 RIGHT + DECK ON 0 LEFT • T90 (LEIIQ- h ADJACENT DECK CLEAR SPAN 0 RKW +A ADJACENT QECX CLEAR SPUN 0 LW • me (UDGI-)f AaACENT DM CLEAR SPAN 2- wale m�cn A SEE SHEET SJ.1A AND S3.3 FOR DECK PROFILES AND MWUUM SPANS. 0. SEE SHEET SU FOR DURAPMEE NSUA1ED STRUCTURAL BANN" PANELS MAXIMUM SPANS C. UK SHEET 52.1 FOR REDUCIMR OF SCAN COVER MMOMUM SPAN WHEN OE9C = FOR SNOW LOA D. SEE SHEET ST2 FOR CONNECTION OF SOLID COVERS TO SUPPORTING BEN& E SEE SHEETS S3.2t S6.1 FOR CDNNECTION Of SOLID COVERS TO (E) BUILDING. F., WMUM SEDPE OF SOW BECK WARS TO BE PER S32 O MNMUM SLOPE OF OA41PANEDS TO BE PER. SHEET SE2. r , ISOMETRIC VIEW A SEE SHEETS S4.1 & S42 FOR BFMI PROFILES. B. SEE SHEET S42 FOR FAN BEAU WHERE DCCINS C. SEE SHEETS S7.1 AND S&s FOR TASTES SHOWING MAXIMUM DEAD SPANS. 0. SEE SHEET S2.1 FOR REDUCTION OF SEW UUOMUM SPAN WHEN DESIGNING FOR SWR ENDS E SEE SHEETS S6x FOR BEAN CONNECTIONS B DETAILS F. SEE SHRTS SS.1 AND $4.3 FOR BEAM SPLICE KUL WHERE R[QUI*,B- BEAU SIN1,E Mr. N1E11 RITF.DFA 9TNL BE LOCATED MOI DOMY ABOVE JJ4 URODDR COWL: IND BFa SPLICE SHML BE PERIPNID DET9RFN COLUMNS OR ON TOP OF AM EXTERIOR COLUMIL CgLZW A SIX TABLE 1 OR TITS SHEET FOR MINIMUM NU10FA5 OF POSTS K. BASED ON C04131 MG430� 0. SEE SHEET S4.3 FOR COLUMN PROFILES C. SEE 94 ETS ST.I AHD SB-><Ta FOR FABLES 91GL47G M01IW POSE SPA=. 0. SEE SHEETS S6x AND S7x FOR POSTS CONNECTIONS k DETAIN: A SEE SHEET S7.1 FOR COLUMN CONNECTION TO FOUNDATION. B. SEE BEAU SFAV TABI.CS ON SHEET S&- MR MNMUM ROOIIHG WE FAR PAT* WAR SUPPORTED ON CDIOOTE FOLK A SASED ON BEAM SPAN SELECTED. C SEE S7A FOR ALTERNATE 1031N0 SREEL D. SEE B/S7.1 FOR ATTACHED PAT* COVER SUPPORTED ON SUB ON CODE TABLE 1 AINMLIM NUMBER OF POSTS REQUIRING ATFACHMEAT PER3/56.3 OR 31L6 3 FliE>��'3•Fi��i! ��ii•E1i�'7��1�01f� Ljjjjjjjjjjjrcd•T93l4%P.ET •ra+'•3`�! s-��Es�aII��AI�>• �rrr�»E.allE�dolEa� MOTES: 1. M.VBEROFPOSTSSHO'MIINTH6TAOMEAMIMM-ADD POSTS AS R EOUIRED TO ENSURE THATTHE'MAX POSTSPAUIG (SPAID' SHOYNI ON SHEETS SS.• . OR LS-.. B NOT EXCEEo- O. 2 TISS TABLE W TO BE USEDN OONMIC110NWMI NTAILNSB] OR 3AS3 3 THIS TABLE ODES NOTAPPLY FTHE BIDE PLATES ARE PROVIDED FOR AESTHETIGIL PURPOSES ANDTHE BEAM 6 OOINECTEO TO THE UMII OWECRY OR WITH A BRACKET PER SB 30R LL3 r , TABLE 1 - MINIMUM NUMBER OF CAL REQUIRING TOP ATTACHMENT PER 3/893 OR SAA3 GD.1 -TITLE SHEET, DESDN LOADS. GENERAL NOTES S7 2- SOLID PAMTL STRUCTURES: TYPE B 321 -SOLID PANEL STRUCTURES: SNOW LOAD DESIGN: SPAN REDUCTION FACTORS DUE TO DRFTAND SLONG S3.1A-SOLO PANEL STRUCTURES: ATTACHED COVERS MAXMUNA SPANS AND UNMUM FASTENERS 632-SOLID PANEL STRUCTURES: CROSS SECTIONS 633-SOLID PAN EL STRUCTURES: DURAKNO AND TRIPLE SD( PAN MAXMUM SPANS AND MINIMUM FASTENERS S4.1-60LD PANEL STRUCTURES: BEAM PROFLES S42 -SOLO PANEL STRUCTURES: BEAM PROFILES S43- SOLID PANEL STRUCTURES: COLUMN PROPEL 8 S4A -SOLD PANEL STRUCTURES: MEMBERS PROFLES 54.5-BOLD PANEL STRUCTURES: CONNECTORS 65-1-SOLD PANEL STRUCTURES: SPLICE DETALS 561-SOLID PANEL STRUCTURES: ATTACHMENTTO EXWTNO BULONG S62- SOLID PANEL STRUCTURES: CONNECTION DETAILS 6B3-SOLE] PANEL STRUCTURES: CONNECTION DETALS 57.1 -SOLID UNMELBTNUCTURES: FOUNDATON DETALS B72-SOLD PAARL STRUM" &FOVNDAMI OBTAL41 Sfl, x- IOW PANEL STRUCTURE6; BEAM BPANz ANO FOUNDATION STIES PSF LLSL, 1W MPH G9.1 -ADDITIONAL STATE LECENSURE STAMPS SOLID PANEL STRUCTURE TYPE B: ATTACHED MULTI -SPAN WITH OPTIONAL CANTILEVER 2405 RAILROAD ST, CORONA, CA 928M 951.736.4500 5 58 9 �iS Cf G1LIFc>•- DATE SIGNED: k4� 25. 2318 �`Fv�rnr�/La 2003OACERO, SUITE 200 MISSION VIEJO, CA 92691 949.305.11501 FAX 949.305.1420 VC) REVISM6 OARS D'1TE DESCAAB•IKKI 4STEL"t 17-roRI DATE DlR6 M DRAWN" TIER d EGMI) A175 IAPMO 195 V 3.0 SOLID PANEL STRUCTURES: TYPE B S1.2 q I� �Pc�w war SLITD ='R CONHECDON 10 SM Sa NOTE 2 I I CGl -m 'SEE NOTE 4 um, I. PATTD 17[hTR LYMl}TSDlR A LENGTH OF STRUCTURE L' SHALL NOT BE LESS THAN ITS PROJECTION 'P'. SEE DESIGN A%V FiON NOTE 10 FUR PATIO CGJENS CONSISTING OF SOLID CUM AND WINCE B WW OF STR=PIIE N (TO TOP OF DOYDI) SKULL NOT BE U40 12 FT. C. BEAR rAWVFNO IDLE SHIN. OF VCM t5.t OF BEMlS AD15ACLNT CLEAR SPAN. EXCTPTIOH- NO DIFA" ALLOWED AT 1 SUVS CONINMFED TO EDE OT COL D. SOLID COVER OYU MNO'ON MULL NOT Mn 25X OF BOTH DECK A BN %HA OMS AAKENT TITBIT SPAN, (OR 24' UATL AT IRP, WHICHEVER 6 LESS). E. 1F6®JTARf WIDTIR ARE AS SHOWNON PIN: • TRIG (&A)- 1£ ADLACENT DECK CLEAR SPAN B MIT ♦• DECK ON ® LEFT 2. SALLRSSFJ'TBS A SEE SHEET S3.1A AND S13 FOR DECK PROFILES AND MA U M SPANS B. SEE EhIEET ST.2 FOR OUFUPANEL INSULATED STRUCTURAL SANDWICH PANELS UkVUW C, SEE SHEET SL1 FOR REDUCTION OF SOLID COVER UAmIUM SPAN WHEN DESIGARI FOR SHOW LOADS. 0. SEE SHEET S3.2 FOR CONNECTION OF SOLD COMES M SUPPORTING BEAUS. E. SEE SHEETS S3.2&%l FOR CONNECTION OF SOLID CUM TO (E) BUILDING. F. MNNUR SLOPE OF SOLID DECK COVERS To BE PER SHEET SM. C. MNNUU SLOPE OF DOUPA EELS TO BE PER SHEET S52. yr• „ 19okiffmiO VIEW 5.� A SEE SHEETS S9.1 ! S42 FOR OEM PROFILES. 6. SEE SHEET S4.2 FOR FAN BEAM WHERE OCCURS. t SEE %kM V.1 AND $11- TOR TA9dS SICAIXO MAML&I KAM SPAIi D. SM EW $11 FOR REDUCTION OF BUM MADRIAE SPAN WHEN DESIONID FOR SHOW EPWS. E. SEE SHEETS SBx FOR BEAM COKNEC NS i DETALS. F. SEE SHEETS S3.1 MO SEA FOR DEW SnXE DETAY WTERE RWAM EEAN gMAE SINCE WIEN MUOr SHAIL OE COS W NdNN10.Y ABODE AN WYMW CO! .IBOL AE WAR 5i= 9MIL BE POUT121) a_-M CDLUW5 OR ON TOP OF AN DTR.NIOR CCULN. 4• l;fdU1935 A. Sa TAKE T OIL D16 SHEET FOR MINIM MAIDFRS OF POSTS REQUIRED BASED ON COAER DUDISON.. B. SEE SHEET 54A FOR COLUMN PROFILES, C. SEE SHEETS S7.1 AWO Sll U FOR TABLES SFICYWNO MUMPOST SPACN3. 0. SEE SHEETS SO. AND 57.. FOR POSTS CONNECTIONS R DETIRS, 5. FOLIWA A SEE SHEET 37.1 FOR COUNN CONNECTION TO FOUNDATION. EL Sa BFAI SPAY MULE!; ON SHEET S.D=x FOR SNEUN FOOTING SOE FOR PCDO COJFR SUPPORTED GN ONKRLTE f0OM'O, BUSED ON BFNN SPAN $ .2fIIQ- C. SEE S7.1 FOR ALTERNATE FDOTNC SAS TABLE 1 MINIMUM NUMBER OF POSTS REQUIRING ATTArxRJ1:e11- -. -1 .1 B EMI-ti olz"m HEFT. mfm, Q �7QEI�Q tea• srAQ��41d r. rr�AFQ�a�sQr[I� �Ei Q1�QQ�>•�7• NOTES: 1. NUMBER OF POSTS SHOMRI INTHIS TABLE S A MNIAUM.ADD POSTE AS REOUPED TD ENSURE TTLATTHE'LUXPOST 6PACTIG (SPAN)' SHCAYH ON SHEETS 661t • OR UI-X IS NOT EXCEEDED. 2. TNB TABLE IS TD BE USED N CONJWMMN WITH DETAR 3IS93 OR 3AB 3 3 MR TABLE DOES 14MAPPLY FTHE SIDE PLATES ME PROVDEO FOR AESTNETL'HL PURPOSES AND THE BEAM G DONNECTEO M THE COLUMN WIECTLY OR WITH A BRACKET PER 313 OR LB 3 A YAP CE 1 - NNIM NUMBER OF COL pEOUIRfH0 TOP ATTACHMEW PER 3/SU OR 3/L8.3 WRELLtUZ-OGLn pA}I@L om»CTvr{5f{ >NE GO 1 -TIRE SHEET, DESIGN LOADS, GENERAL NOTES 513-SOLD PANEL STRUCTURES: TYPE S2 1 - SOLD PANEL STRUCTURES: SNUAA LOAD DESIGN SPAN REDUCTION FR.TZ 9UCT901iFARD BLOM0 S] TF -SOLD PANEL STRUCTURES: FREESTANDING COVERS MAXIMUM SPANS ANDMNMUMFASTENER6 S32-SOLD PANEL STRUCTURES: CROSS SECTIONS 33 3-SOLD PANEL STRUCTURES: DURAK14G ANO TRIPLE SIX PAN MAXIMUM OPNIRAND ANINUM FA67BMERS Z1-SOLD PANEL STRUCTURES: BEAM PROFILES89. 2-SOLD PANEL STRUCTURES: BEAM PROFILES 54.3-SDLD PANELSTRUCTURES:COLUMNPROFLES 34,4 • SOLD PANEL. STRUCTURES: MEMBERS PROFILES 64 6-SOLD PANEL STRUCTURES: CONNECTORS 55.1-SOLD PANEL STRUCTURES; SPLICE DETAILS 6B.1-SOLD PANEL STRUCTURES: ATTACHMENTTO EXISTING BUILDING SB2-SOLD PANEL STRUCTURES: CONNECTION DETAILS SS.3-SOLID PANEL STRUCTURES: CONNECTION DETAILS 67.1- SOLD PANEL STRUCTURES: FOUNDATION DETAILS S72-SOLID PANEL STRUCTURES: FOUNDATION DETALS Ell --SOLD PANEL STRUCTURES: BEAU SPANS AND FOUNDATION SIZES nt PSF LUSL. I> MPH G61 -ADDITIONAL STATE LXTENSURE STAMPS SOLID PANEL STRUCTURE TYPE Q FREESTANDING SINGLE SPAN WITH OPTIONAL CANTILEVER ' I 10 91D0 Sff NOTE 2 r ! COL. TYP SEE NOTE 4 HCIC. SEE 1 B k l l I I ( » ! 11 I I I I I! I 1 1 I I I I 4 C PLAN VIEW 1111F•tur xoTEc: 1. PhR�FAIYtR ouoaaoNs A. Lmm V SRA"NRE L' SHWL NOT BE LESS THAN ITS PRp1CC"I Tr. SEE DESIGN ASSUSIPT T NOTE W FOR PATIO COVERS CONSISTING OF %W COVERS AND LATTICE FRAMNO, B. HE]CT OF STRUCTIM V (TO TOP OF MW SEL41 HOE K OVER 12 n. C. BEAU 04W.4NVD W SNAU, ALIT E1CFED = Oi BFJlf4 QjY CLEAR SEWL OLCEPFW- W OVERHANG M11RID AT I BEWS 0DIMECTED TO SIDE CF L'O4- & SOLD COn OVERHAND W %Wl NOT OtiED 25X OF BOTH DECK & W SOLD OOYFR'S ADLACEIR CFFA41 VAN. (OR x4' IWL AT W. KIOC4E" IS tm). E. tlDSUl&RT WIDTH ARE AS S2100 ON PUN: ' To (Bad)• )I A&DLENT DECK CLEAR SPAN 0 RIGHT 4 DECK ON 0 LEFT . TRIO (Ent)- A ADJACENT DECK CLEAR SPAN 0 RNEN 4 JF ADIACENT DEC( CLEAR SPAN 0 LEFT C= A. SEE SHEET S3.IA AND S3.3 FOR DELI( PROFILES AND WMDRRA SPANS 9. SEE STEEL S32 FOR OURAPAEL INSULATED STRUCTURAL WPM PANELS MAIDWM SPANS, C. SEE SNEEETT S2.1 FM RELMDTMN OF SOW COER KWM SPAN WHEN DESIGNING FDR SNOW LOADS D. SEE SHEET S32 FOR CONNECTION OF SOLED COVERS TO SUPPORTING BEANS E. SEE SHEETS SA2&SGA FOR EO AM11OD OF SOUP OMM TO (E) BURDING. F. MMBIUM SLOPE OF SOLID CELLEET =VS TO BE PO BS11. & MINIMUM SLOPE OF DURAPANELS TO BE PER SHEET = FTC. 7. 1YP 13 180MEMIC VJFW ROOF PARRL STE $ ETD. rNOTE SEE NOTE 3 uEE. LLAA4 9S Wit S M A SEE SHEETS 54.1 & S42 FOR BHA! PRORIES. & SEE SHEET S4.2 FOR FAN BEAU WHERE OCCURS. C. SEE SHEETS S7.1 AND SO— FOR TABLES SHOWING M1)RNUM BEAM SPINS D. SEE SWU 911 FOR REDUCTION OF OFAM MAXIMUM SPAN WHEN DEEMING FOR SNOW WADS. E. SEE SHEETS SBs FOR BUM CONNECTIONS & DETAILS. F. SEE SXt M RT.t AND SL.3 MR BEAN SPLICE OEIAIL 114ETIf 1LF1X1Uq'{t. OFT& 9MPLJ< 51'lL't: WHEN NEEDEp, 3N4YL BE LOCM{O BGIEOATELT A91hi AI CREFOOk CDUNN. F* � SPLICE yiU; BE PFRL4TTED BETYQN COCOLOG CH ON TOP OF Al 05EI R COCIRIOT. B7i,mm A SEE TABLE 1 ON INS SHEET FOR MINIMUM NUMBERS OF POSTS REQUIRED BASED ON COVER D1000H✓S. & SEE SHEiT SO TGR CIDLUMH PROFIE& C. SEE SHEETS 57.1 AND SS3 FOR IAMB SHOANG MAMBIUY POST SPACINU. D. SEE SHEETS S&L AND S7.I FOR POSTS CONNECTIONS & DETALS A SEE SHEET S7.1 FOR COLUMN CONNECTION TO FOUNDATHHL B. SEE BEAN SPAN TABLES ON S4M SBna FOR 014VOM FOORNO WE FOR PATIO IXIA'A S'TOM ON COifAELS iDORNO. BASED ON OEM SPAN SREC1E0. C. SEE 57.1 FOR ALTERNATE FOOTING SAS. TABLE 1 MINIMUM NUMBER OF POSTS REOURNO Srdl� dtd�ad d �#�l�dd4a�J• ili�l��ddd�� ti�Fl�>� Li4 53��1�Eltdlf N. 1, IDMBER OF POSTS SHOWN INTHB TABLE B A M0IFAUM. ADD POSTS AS REOUIRED TO ENS UBE THATTHE 'MAX POSTSPACTG (SPANF SHOWN ON SHEETS SUx S OR LSAA a IS NOT EXCEEDED. 3 1 THIS TABU 6 TO BE USED N CONJWICMN WITH OETAILM0.3 OB 3n6 3 3 THIS TABLE DOES NOTAPPLY IFTHE SM PLATES ARE PROVIDED FOR AESTHETCAL PURPOSES AND THE BEAM 6 CONNECTED TO THE COLUMN DIRECTLY OR WITH A BRACIWr PER 303 OR LB 3 A TABLE t • MINIMi1M H(1MBER OF COL REQu1 n No TOP ATTACHML�NT PER 3/810 OR 3/1M PANFL GO-1-TITLESHEET, DESDN LOADS, GENERAL NOTES S1 4 - SOLD PANEL STRUCTURES: TYPE D 621 -SOLD PANEL STRUCTURES: SNOW LOAD DESIGN SPAN REDUCTION FACTORS DUE TO DRIFT AND SLDNG 33.1F-SOLD PANEL STRUCTURES: FREESTANDNRA G COVERS MAXUM SPANS AND MNNUM FASTENERS 532 :SOLID PANEL STRUCTURES: CROSS SECTIONS B3 3 -SOLD PANEL STRUCTURES: DURAKPR3 AND TRIPLE SIX PAN MAXIMUM SPATES AND MINIMUM FASTENERS S4 1 -SOLD PANEL STRUCTURES: BEAM PROFILES fi42- SOLD PANEL STRUCTURES: BEAM PROFILES643-SOLD PANEL STRUCTURES: COLUMN PRGFLES 54 4 - SOLD PANEL STRUCTURES: MEMBERS PROFILES 111 - SOLIDPANEL STRUCTURES: CONNECTORS SS 1 -SOLD PANEL STRUCTURES: SPLICE DETAILS S6.1- SOLD PANEL STRUCTURES: ATTACHMENT TO EXISTING BUILDING 662-SOLD PANEL STRUCTURES: CONNECTION DETAILS 36 3 -SOLD PANEL STRUCTURES: CONNECTION DETAILS 67.1 - SOLD PANEL STRUCTURES: FOUNDATION DETAILSST 2 -SOLD PANEL STRUCTURES: FOUNDATION DETAILS 68n v - SOLD PANEL STRUCTURES: BEAM SPANS AND FOUNDATION SAS x1 PSF LUSL, 1.0 MPH G9.1-A ODIIIONAL STATE UCENSURE STAMPS SOLID PANEL STRUCTURE TYPE 0: FREESTANDING MULTI.SPAN WITH OPTIONAL CANTILEVER W GROUND St, pnf hd, N. W - 2O'-w 25 hd 0.43 (Ulm (SL + 10)- - 1S 30 1 N W = 4hd - 7-W 40 1,ED 50 1.75 - UAIODUU USED IN DESIGN >50 NOT PERURIED G ATTACHED COVERS N.T.S. IF S<20 APM S<07% THEN STIE SPf= D914EDUC IS REOURED. IF S> 20' pe S> 4h. THEN SO SHDW ORiW ANC/Dfl SIIDINO NEED TO RE G01t51pFkID, FREESTANDING COVEN H.TS. TABLE 1 ATTACHED COVERS • SOLID COVERS ROOF PANELS SPAN REDUCTION FACTORS ROOF PANEL TYPE NLcaw.0(ps0 25 30 40 50 B ■ 21? SNGLE SPAt4 1.00 095 0,90 1 DO G'x 2 TA' RIULTI SPAN 0135 080 D.85 100 aGLE NGLE SSPAN 090 0.05 0.85 100 ULTIW ' nluLnseu4 085 0.85 075 100 TZ•x3 W, SINGLE SPAN 085 0.85 065 100 17. 1 MULTI PAN 075 075 075 1.00 Yx2S1!Z' S NGLE SPAN 075 0.75 076 1.00 24' x 21lT MULTI SPAN 0.75 0.75 075 1.00 UA1m6711 AisQAu E TABUAIEO SPA45 fog MUD W1 F1Ma1ED ROOF PMU.'j AN KM tam IN THE OQN5711LCIMAiOF ATTAINED MWffktL AYO Q WWEROW. OOVETti i1USF BE ADYISIM. PER TAB= 1 AIN 3 WIN OWWM+16 FOR SHDAI SLD010 NB)/OR ORnm SNOW LOAD DESIGN CRITERIA: DRIFT & SLIDING TABLE 3 ATTACHED COVERS BEAMS SPAN REDUCTION FACTORS BEAMTYPE biffffftD 7S 30 AD 40 Ell BIYY ROLLfOflMED GUTTER O.a5 08 OB Oa B2 MAG BEAM a5 0.85 B3 4'FBEAM 085 085 B4 MAG GUTTER lao.0 0BO.BBS 3'SO ALUM WI 0.6 0,6 12 GA STL'U' CMNNEL B6 7'IB-11 085 065 065 0.85 B7 THIEAM WI 085 0.65 OB 0.8 ONE IV SPLICE Be T FBEAM W/ 0.85 a s 0 a 08 TWO G' SPLICES 89 (2) 2 x 6 If2 x 0.042 08 Oa 075 075 810 (2)2 x a 112 x 0032 OB Oa Oa 075 B71 3x8 0.75 0.75 0.7 07 B12 12)3x8 OB 0a 0.75 07 B13 14G S3TExSEL NW/ SERT a 0.8 0.8 0.8 814 3TExaEL LINSERT S 12 GA 0.05 065 0B5 O.a, B15 (2)3xB WI 14 GA STEEL INSERT 085 085 OBS O.B B18 (2)31 a Wl 12 GA S7EEL INSERT OB OB O.a 0.65 2485 RAILROAD ST, CORONA, CA 92880 951.736.4500 OF CAL1 DATE5R71fED:ApfiIM 201E ►/ / L �WK 26030ACER0, SURE 200 MISSION VIEJO, CA 92691 949,305.11501 FAX 949.305A420 1W,T REa90113 ME IOF3GFPIq`I 45TEL40aA 1711011 ATE Okla )FRISK FY MR >� L919 IAPMO 195 V 3.0 SOLID PANEL STRUCTURES: SNOW LOAD DESIGN: SPAN REDUCTION FACTORS DUE TO DRIFT & SLIDING I S2.1 I TOP FU1TE ATIMJ11mlT PER NOTES 2, TYP, 3 24' x P T12' 7RFY pMl r=1� TABLE 1A-ATTACHED COVERS MAXIMLIM SPAN FOR 24' TRW PAN LIJIUL TIIN) Data slp8 wr 1100 Tar Ima WS 170C flrr 1 O 1aa• 13pC Ira• 10 aoa4 1:s• 1:-r us• T2>3' 1zs• fr4r• naaz uv 14-r Ir.T• t+.r uv sale -r Irr fi' rr ram' r�• WA'. 20 OAR-, TO'-1' Ia.1• 10-r IC.7' II ao-ss Irr !, r >P-I• ,z-s• sr-r 1: r 01r ri rr ra• rs r 25 OaP4 f-r' Cs 9.7 A• 3�A ri- Qnsx r.g rs rr ri• rr rA• QAif 9-r Trr f-r .T• f• r 30 6A24 9•P R3• r9' 6Sl` ra' FS• Hass r•1 9s1 r.1 V.I r+ r-r TA13LP 2- MULTI SPAN REDUCTION FACTORS ROOF PAWL TYPE RT/0i WITGROW13A 101Y t0 m 23 10 LOA04p4 40 50 .A31rQx0.. ON 093 a2r 6.p :I�i•12x 0.61 D.63 !to 0.65 0.65 ,x• a 6.a0 093 0.70 63 A x IL'm a O-F5 OTHERS BOTTOM FLUTE ATTACHMENT PER hum 1 THRU 5, TYP, zTABLE 1 B - ATTACHED COVERS MAX9+ MSPAN FOR 6x2-12 FLAT PAN U/OSL. T(B'11 Qom 17 A rnr 1wC Is-r +ye 1417 L20C 17-r 1We u'r I.WC te.r 10 a +aa6• Ir: 1e.10• t9-IQ' Ira• 1r•Lr o. , +w 1CP Ira• ,9a 15-0 Ira 0.0% sf4• Iri• tei• Tv.4 1ri• +r'4• ea1SP ,2-r rns• Iz-1• Ir.r I2.1• m GLUM 14W 13--r I,YS' 13-r 13.8• lxf =.= 1Si• I" 1Yi' IRS 16•r• i6$ Opp 16'r lei' SY4!' IBA' Wgr 170 0 1"w ta-4• Tow 104• 7XF IQ•,• 25 aaE tv-1. 11'r 1I'-1• Hit N'-t• u�1 aac 1II-1. I2-r 1r-r t2sr ,r-r tz-r Q,6,o 1's�r 13-r 13'-r Hr•r 1r.r 1a-r DOW TA r+r 9 r41' r.Y 8•A• 0.02A Iad` 10•.1' 1rA• 10.4' Q'+L' IO4• 0.GO, 114• FriY 1,.4, 1ri1• 11'4' It'-V Qca I2-r 1 r Ir7 1z-r tra• 17-r OaID 44r 9a 9-r ror I ra' 9A' 40 O,Q37 9d' 7i' T•r 9C qIv W-W a.0�# W'4' i@! fri' ina' 14�• H0.4' awa rsa Irir 117-2• 11'-Y 117r ttw a.m. 9a• r3• 9a• 9A' 9-3' B'a• a 0 IV,,, r9aT -021 9' rs- 0..032 A9r 9A S 9A• 0.040 ,ai• ,v-r io'w I ma• IO4• IO4' FLUTE ATFAUOm7T NOTES 2, TYP. N FLUTE_ �1 { � e' OR e' x 2-112' PAR s•�T'w• TOP FUIrE ATTADAOff PER NOTES 2, TYP. W mM I Llm Aruaw RR NOBS 1 Tim 5, T i7 x &VP' P r-T-0• TABLET. -ATTACHED COVERS MAXBt1UM SPAN FOR. x2-12 FLAT PAN LL'GSL TI1Hfj Y 1 + a6mp -+ +wa 12'i' rwc r: s• l2oa tri' 12a0 Faa• 13ga 1r.a• i30s srs i0 Q. 1r-r MAT• 1rr• I>-� 1&T• 1s•r nose ,sr 1 x I . lfr fe.T• rsr app mr 1r-r rnr rrr• IT•r 1rr a02a I tar Ia-2• ras 10-.r ,G-2' 10a 20p V- 1114' 714' S1 114' 7r-T r 13a• ua f 4>~ tr-a• Iry 'i• ws H'4T' tZ Tf-C IC4' s' 9A• V4. W-r Iry r4T 1a4sv4 1Q4 t4• 17'd•17a' lz-1-1'1. S'V--7• 7-0• wr YS' 9J•30 '$ IV4r ww 1ao 10•r W-T 'r IHr t s • "Ir D...94• F1_ 94• W4• 94' 1'4' aaa Y41' Cr 9-0• r-0•40 9a• ra• a032 r-9' FT T-0• FT -4 Irllx-r 1a-1• m-r 1- 1" Icr a02o ra r-T FW 5• r r-5 50 s• e 9• f.r S=1 9-t• -1•9-1• 9-1' 0.0.04o 9-9• 9.9 9T 9-0' A TABLE TABLE I D - ATTACHED COVERS MWxBM1M SPAN FOR 12 x 3-12 W PANEL WGSL T(0V) L Q.�a 1149 17•r' slat ,r.s• 1 oB TVA' I'D0 17.T 1 ,nos I'Aw ,mac 1sA' 10 ° 167 + trs• I IS17 Isr amr Wr Jr.?- -IT. 1r-r mr 1r-T• 9 m n.r r. rs tr r 1nr 1r4• a 1rir ,s r 1 a 116r nv Ilv 20 0@T I:a ITi- lY$ 1ii- trc Sri' 0,02 l4 , 1rr EGm tf-r r9a- 1f�]' 1P-r" TTP-3' IT.r 0.xa mi 11'r fr•1• 11•a• Jill, IV-11 as¢4 Nr a4S Ira z Ira sr-W a 1.7- , ,as 13- 13+2 1a� 016 Ir.2 1A'C I« 15 14.7 +l'-T OLM Strs 1ri' 1r-a 10�' 1T6' ibw 30 O S4 Hit 11'A' I t14 I I a 1 4 1 0- 1 4P 126' 12'8 t S 1216' +T1 DOW 174• 1Sd' ISM• Tri fy!4' i -4• 40 001i IQ.3' 10'S Sa�T 1trJ• 1aJ` Ill-3' 0102 1T� fT:!• 114• 114' ttW HI•i• 0 DID 12-r Tza' I2-z 12-T l2Y 1rs 0.020 r-Y a-2 r-r rG' r-z• 9-r Oa24 8'-Y 9-T YY Y-x Y8 9'-T a032 IQ-r 1a-T• Iv-r Hvr Tar 1a-r aW0 IY-3' ITS- 1T-3' ,I'3' 11V' 11 w 1GRE9 FOR I�ERiSAMiVAar 1-M19NIAIT hCACMATEACH OF PANSTO pLUTE.(EYCEPT BEAM PROFILE BI) SHALL BE MADE WITH(1)#10 S IAS OR iPJl 6CR5{A' AT FAGrBOlTp1A RUFF. I-M WAHAT1A(a01ENTorFANS To%VALLIIAHQERSAppBEAMPRWAEB1WtLBBHAA01!W11N01 CID WAS OR Tp1E SCFMV AT EACH BOTIOM FLUTE µO (1) 910 SW OR IT-K SCREE! AT EACH iLP FLUTE. 3.0IATx3BWNTOTIEEIEOLVWEUS 7BFRDUNOTESABOVE-7HEA7NMUTATTAOt'AENTBHALLCGUPLY LV1Tf'DISLE53ANO4, *-TABLES 3AND 4 AND NOTE 3 ABOVE DO NOT AP PLY TO GUTTERS OR OSHAPED DECK CLOSURE PLATES THAT ARE NOT USED AB BEAMS (NON-STRUCTURAL MEMBERS NOT CCNNECTED TO COLIAINS AND INSTALLED AT THE END OF AN OVERHANG OR PARALLEL TO THE D.RECT10N OF THE DECK) S. WHEN ATTACHING 70 BEAMS B% 810. B150R B76 rDOUeLEMEMBER6), ATTACHMENTCAN BE MADE TO EITHER MEMBER OF THE BEAM, BUTSRALL BE CVE)iLY BRUT9ETV5 EN Tw 2 I3E2,16 CAS. TABLE 4 •ATTACHED COVERS LEC,E_ 1=pfi TABLE 3 QEcK"I' oe, A IS c D E ne0nf o- RATPAN e 1 1 1 1 2 1 t I z V AAN %" I 2 3 3 4 2r W PAF4I zt• 1 2 _3_11 4 5 3 W x 2-Ur WV PAN r=rar TABLE IA -FREESTANDING COVERS MAXMJ&l SPAN FOR 24" TRFV PAN LUOSL TpN1 nO1a 11a 7-0' 110C r{• 1T]e 647' tin r-{• 1p0e rz' 1 C T9• 10 Rou 1p4r r•r i'-0' Y•: r'.Y �T 0.692 12.►' f7.1' 4 r 1V' 11 1 it 0.611 r+r 7i• 7•.E• T4T TC r-17 M OON om ra• 1 Oa' 17.i' 94' Wy' F-5, r-r q-T 7'.r 7-Y cola T• 74• r4' M' 7 s' a'•1p Of1S1 ri• rn• r-r e.r isr a012 ia4' IP-r 10'S riT 8•r T7' 7191y Ta• TQ' r-v 6xs• r-Ta' w-fol ID ON "' r-0• a, 76' 7- 0- >RId t r-0• tT 1 U Y-17 TABLE2 • MULTI SPAN REDUCTION FACTORS A DO: PAA>:L .TYPE ROOP LNe I OROUND AWN LOAD TPIe 26 W 40 1 60 ISxlU2x 00 OBS OAS 0.7E y.F4 Y4xbI/2x 001 085 1 0EO 005 0.56 A 2.0 x 6 0Aa O.Aa 0 O.a6 u2 x oaa a se OTHERS TABLE I B - FREESTANDING COVERS MAXIMUM SPAN FOR 8 x 2-12 FLATPAN LL'OSL T(IN) A OOm IZ 17a' lfac 12-0• Tz'4 W-7 170C N4• Ina 1r; t30C 1019' 10 IV-IW tl:r 13'i' IS'-0• 12•r 1t 1' ,ou fa'•2' I a.a4p 17i' lY•I7 IrL' 'a• Ir-P aAm 1p•ID` W4• 1W r.r 7.57 ra' 20 rUzi I I.- Ilw 111r t1+Y IrP a0r. 14I. 1r J• SST Isa` 1b1' 1T-r' a pia 1S'4' sya:` 1R2' ii•.lY iRl7 fa'a• 0.074 fG41' 1D-t• id=T 1r-0• g{• 25 0•flz in- 11'ii' 11'-T 1 1D' 1r•7 Ida' 7)W2 ti-L• 1Sa- FY•l' fi•r LTi• 0O40 la'4• R-1• 15-1` Ll'd' l4'•t 14'I' naTd Er-lr r-r r-7• H•: ra• m1r 70 0.024 Ira• jr-r If•{r IT4. la, Iran OA]2 Ids 7-0 i- 7741 1Z-r-r t W OA40 14.4r /f-0• 141r 141• 14.1• 1T.r 10 q-1' I r-t7 r-1V !•r ra• 8'-1• 40 AnLId•P S,1a• raj q-T r4' r'Y am tda• td-I• Ia=1• s lir 9x1P r4` 66W lz,.r ty4• 101T 1SA• 17-s• Trr o.ozo r-0• Tr ra- -Fs-rb• r-z 50 0.024 r T 6'-7• ra' 94• r-t• DAO2 Ida• Ira' 10-T• td-1• Id-r ra• Dim 11'-10- t 11'-T I lt+r I%w I 11'a- I111' . AMIIT 300HI15 GAO' FOP FWTE ATTAcmu f LL A116Y 306HC6 TOP FWfE ATTIYP. PER NOTES 2. TYP. PER NO7F5 2, TP. u7Y •TT aunuu �Il/1E ATULMENT BOITT W `�' T"'T PER NOTES 1 TM S. TTP. NOucxiaaff PER ES I wu3z�t�- of O.iS ov, .71 OAS h o n _ Bar 07T5 E4 Ee. ED. pJTS• a 0.4Y 200' I.29' 4.29 20Y A4Y AT3' a.07 G.75' OR A-0 a0•r dw Or OR V x 2.11i FLAT FAN x 9-VZ' W PAN -_-- �' sal•�r s=1'-0 TABLE IC-FREESTANDIIGCOVERS MAXIAUM SPAN FOR 8 .2-1/2 FLAT PAN LLICSL TON) .aEa vae Sp-90' npc IC-1' a• 1ro4: {• IIGe ST lsac 9.7� 10 ADxi lY-1• 114' 1f16` Ip 1d•f0' #-1- a- z l 1 1r•L• 1rr v 1 8 Ira g.Pw 15'T $4,17 t&IV Ilr4' 1147,• 11�1• No r•1' r-0' l r,l• r{• 7.11' 20 alvi 17.1' g ris' g 141• 0-032 11:tv Ird' 11'a` Ira• 11T7 W� oolg 12..w 11t10 I 17 1-u' r4' ra• au' r r.17 25 aOTI r•1r 9•T r1. q�1• f•fC 0.06; Into• fF3' 11V' 10'•t0' .{- Gala 21T1: r 17ir 1:a• Ilz LILY oaTg r-r a:l• r-1' 7 f• FA 72' 30 D.a74 =F 7.1• Tr r.1p aH t' r 4 0.an 11'•1• ld4r 76W a.040 r. t74' ff- sr 11y' S1.3- COM 7'4• -PIG' rS 7-31 T3' r-11- 40 O.Opi 6:r Ha• rJ' ■W' V 1v 7.17 OAT2 td-Y 947 r•IW 917• F-T rS 0.040 11'4' 1112 IT 10a• &..70• Ira` O.OID r r P4' 8.4 ew 50 CO24 7K 7. 0.012 SIT Oa• rd rd' r;• ra' O.D 00 9-Ir ra• r-r Y.r ]r i' 7-2- TABLE 3-FREESTANDING, COVERS - FASTENER SCHEDULE- SEE TABLE 4 FOR LEGEND NUMBER FROM TABLE 4 REPRESENTS THE NUMB ER OF#10 TEKS OR SMS TO SUPPORTING BEAMS IN EVERY DECK SECTION 6-1 a" ROLL FORMED AND (2) 2 x 6-12 BEAMS 3x BROLL FORMED EXTRUDEDAND 3x Wl STEEL INSERT BEAMS (B1, B9, B10) (811. B12) (B2, 93 94, 05, 06.87, B8, B73. B14, B15, B16) (SCREW INSTALLED INSTEEL INSERT) TFOH W■A] 5PELD a 0511AL 7f0S 1VIDDi 1VOASPEEOAM7 bYC ORg IRg 1YNOSPE-0ANDFjp0gLV1E WIDTH floe 410C 100 imC 17011 Inc 11pg 115C 170 1SC 1306 1N1C Y+IDTry 1190 I1pC lzag 17D0 TjnO p A B 8 B 0 B 5' A A A g E g H A A A A A 130C A H 8 0 q e a C H A B g @ B B AA C C C 7 a e e 0 fl A A A A a e C C C r 1D a C C G ¢ 1n 0 S ifil Ae a o 11' fl c p C C c cD ca I7 c C C D F 9 B L g TABLE 10-FREESTANDING COVERS MAXIMUM SPAN FOR 12 x 3.12 W PANEL L11pSL TON) ' 110fl IfaC 1:06 MID 1405 170C a Iz-0'I"- 11'•1 1 r ITr lTr Tlt' 10 at Qz4 t1 Pa• f?4' t1=17 1r4' 1r•r ¢= IH•7 l* 1rp 1i11' 17 0 I7•r Iry 15i9• >sd' 1p� na2a Id-L' re T_r rar 1•1• rd- m a 11� 04 tpA Ira tv 1 nt ugg 17-T >,7 J' Ir 12'a" SrX rn a WA Te-r 1r-r lra 1Ti 11.1• IT•r am r•t7 ST r-o` a<e• 25 OON 1i'-0' 10'T 1pi' 1d-2 tp3• 9+y' 0.032 1 •I 92•r 124• 12-2' t7N• 1T.8• 0.010 1r4 IA4• Trr IN-7 ar Ia.7 aao ra' rr 6-fr• [s rr a-r 30 00.T4 10W W- • 10.2• r•T r,w ra• Daq Tr.tr iTi' 1Ta• 17.7 13-4� 12S 40 OOID ra' 9.1• p-1• r-10- 7-W T-P OC:A qa• r•1• R1• r.1P H-17 H-r ooTz IL-7 Hsi• tY4Y 1d-T Wd fP]' ❑813 1z-e' Izi• IZ-V IF-r tz-r }rd O.Oq 711' 7.1` 711' C-11' P.44' 8'A• So O.ON r10' T-10• Ta' r•r U. 0032 97• rr g-r rJ' rs nN• 0.040 IId Ip.1a' 1U-17 101-7- ORW 147 IA 1 • RIIN741fa1 ALTACNAEN7 DP PA1101O BrAL45 (ExLA3rEEAAI PROFILE Bi) SHALL BE I.UCE VRM (1)OIO Sl is OR TEL E0AEt'1 AY EAO4 B¢T107.1 rWm. 7- UHMWATrACW9Wr0F PANS TO WAIL KWOERS AM ePAV PROPA-E a 1 ONiLL se I. I Mpo pi E11 ■10%i AS OR TEK URMV ATEACH 00rT0f.1 FLVM AW 11; 010 SMS OR TER SCREW AT@AAW TD,I FILK 3 • INADIUMN TO IM REQUAS d[Y111 At0ALNOi6S ABOVE. IME 7AHCII1g1 ATTACMIE NT SMLL COMITY Mll (LIELEB MNIO i. 4 • TABLES 3AND 4 AM NOTE 3AuovZ oo NOTAPPLV III 01Amm CR C47i"M DECK CICSLF,: PLATES rTA".If TLISED AS GSIA13.1 Ax1uSTRUCIVPAL=11CA5 ipOYCgNN45CTED TO CC1 j N a AM W9TWEt1t LTa7OT AN L•1puNp Q7T PAMttRL TOT14E DAEc1x1NOF TN8 DM) 3-WT-L"yATTAI•N"TD KFANta W-Bla 916 0B10PDVela MFIMEIs) ATTACiAieM CAN DE AIAEe To EnWA ht4E WEROF THE BEAM, OL+rSWHL BE EVENLY SPLITBETWFEN TFE Y AYc LIBESS TABLE 4 - F REE STANDNG COVERS LEGEND FOR TABLE 3 B A B C D E W PTl1 AI4 1 1 1 ] NF A 1 r 1 z I orTNVA 1' 1 $ 7 4 T4' W PAN 2 4 5 M. /1M 300E-IIOfi ALLL Ai.LOY 6041-T6 N1gf 60M1}15 Y. ll1CY 300�-'�76 tN 1' CUfIFII CUP0 24 O.C. MO(CWWOUS •C' INSERT5ERf �OAW ow I D.667' 9 L 4.00 7.000' COW 2000 �, � BEAM PE NOTES: 3.0id' mm 1.7E7 1. SEE 10/55.1 FOR SPMCE OEfNL WIEAE OCCURS. NOTES:2. THIS MITER IS USED WRIT fi OR B' FLIT PANS ON 1. SEE SPLICE 1 FOR LICE DETAIL ERE OCCURS. 21' 7Po-W PAID 2. THIS Q FR 6 USED WITH B' OR B' FLIT PUNS OR 24' TRW PMM B7Q D8L 2 X B 1/a x 0wr r 3.8EAM MAS GARTER W ROLL FORMED OMER fAWK r-I' WI S V IHSERTB /LDY Soo+-Iue ' ° srEn ASS M F }Ssmw a0 es0 u.E1% a0s} I I r I RO.JBD'TYP. coN umus O.w2 PA� 1 Ek S,V I I T1P I i I 3.0w SPLICE I 1 3`DOO• WHERE OCCURS ���� BENT PER BB EM 3 x 8 x 0Ad2' 86 r 1.8EAM 3 SLi x O iE' ALUM BEAM WI- MAQ REIM r-Yd W/ 'C 1NSEM 3 =P o V GA STI. V CHANNEL uM. N1OY 3C0F NU1L 111j1Y 3maeck UM. Ni05' fi06Y1 N�DY 6afi1- WHERE Occros a 1 zoo, ,-r7 F7R- Door TIP 3A00• r �2.000' f.COY �, 2�00' �, 4.000• �, I. SEE 5/55.1 FDII SMICE OEPL WHERE OCCUR& lL inaY I. a.DOM SA00-��, INRE: ** MA,I 1. SEE B/55.1 FOR MICE WTAIL WSERE OCCIR6. Fy s x a x Aaar Qow sa r I•sEAM _ �• asp �1 Nor usm x•!� Nar us�u ' x=,-0 ALUM. ALflf Jraa4un O,Fasr tszo• � 1 0" —ll Z45Y �1 e+� ROLL PaRMED cwnea FOR W PANe r�FO AM. AIMJOaS•i136 1s2O arias• Cox SuF� [n—] NOTES ice' 1. 6 91 .I FOR SPLICE OVA1L WHERE 2. THIS GAITER IS USED %TIH 6. OR B• MT 00 Rau Fa Pl" aurrr T FOR �.6' PANB r=1-0 AIDI! A!!GV EOG}TO 2.12J' 1900' ATTACH Sw1J'L HAHGER TO (f) 9MC04 PER TABU 2 �e e te• O,C. 4.125' R660' 95iI �G. o< LAG SCREW �. - NA14EN PER 6A/- OR �! A1y' � 90 .6.5• ATTACH DMDED HANGER TO DGS= B,AID(NO PER 1175' TAM 3A, a OR 4/SG.1 T 1. USE OF THIS DETAIL 6 IN TABLE 5/S6.1 UURED TO PROJECTION LENGTHS SHOWN 2. USE OF THIS DETAJL LS NOT AILDWED WNW OROUNG SNOW LOAD LEM111IEU_ HANGER CONNEMON kOT U9EQ NOT li$E➢ > 25 � OR ROOF SHOW LOAD > 21 PSF (DURAIOHG! PANEL) 2,70Y RUN. AUD'f ]904-HJ! F1LU. F11iff EMS-IE 2455• F 14W �Y, l.aJY •176' ATTACx RWM F=LO ., 1.000" AIY: iV .Ow 4•2W 6 1L0A7m m E7(6TN>'i BLAtIlC PER 7Fffl3 3A IA90' a OR 4/56.T � � 333 •- r ,Y3 }3`1 r'' �•�, : .� ATTACH IR HWGER 2.3J6• m EwnNGBu6Da1G FASTENERS PER J/ST2 APPROYEO C HSUL ROOF PRAS PER 2/OJ2 0.HC 0.3120 •+• 4A4W ,G75- 0.DBG' 037d' E iff C�11� e2r PERTABLES JA. 39.0161•4865OR 4/SOA � 1147 t,OB4 4P37 .4EC IRow j...�V' c _ F/SIETTFRS PER J/ST.2 APPR0IED Y OR 1.680' 3 4P4' N15UL ROOF O PANDS PER 2/031 ROLL FORMED HANGER I 1 IR HANGER \EXTIlU }ED SWIVEL_NAki'1ER CONNEGMN s=r o N.T.S ITEM-V, FLAT PAN, TRIPLE B1 3•=1•-o• p.j- 2485 RAILROAD ST, CORONA, CA 928M 951.736.4500 S�r�YJ CA%, DATE SHINED; APO 2A 2010 00501f �,/L Va 26030 ACERO, SUITE 200 MISSION VIEJO, CA 92691 949.305.11501 FAX 949.305.1420 0mo BEnJgrs 1WIX DATE G!9[AlVlwp rsmxeo n-ioTi GATE W15'IB —Av BT �x CtT:c IAPM0 195 V 3.0 SOLID PANEL STRUCTURES: MEMBER PROFILES S4.4 21T]5' k�0' b S $ OAso' yp�y. y.u0d llQII: BWCId:f LS 23t IDNC V BRACKET M COLUMN 'li BRACKET N.TS o � o taw rs x�r a 0 6 RI]OF BRACKET NOT USED LBx5x'lr4x7 s'-rG P x.i•p 0 0 0 7.pk• n � �• R706 r e SHOW BRACKET 3 NOT USED L12 x 8 x V2 x 2' r=r w x�p p Aucr 3oo4ana A1ID1. uwr 3ooA+L16 Z MUM Iris 1�..... POSTDNSPcExrERED SPN[F L J12 SUS sPLN;E J POST GIMEIRED �Sp J 12 SLLS BEW & UCE ) BE BFAY B4 (24 TOTAL AM B1 ON SPUCE BENT B1 (24 TOTAL) 1 SME U1k100 SP11C£ HIM, NMI I. WdEN BENT B4 5 USED AS AN ARCHITECTURAL LVrrCH. A SIMI SPLIC: CAN BE USED ANWHEIM I. WHEN WAM Dt I$ USED AS All AAGOIfCRRIL CUM A MMU SPLICE CAN BE OSF➢ IHY113{pr 2. WHEN BEAN 84 IS USED AS A BEAU, LOCATED NYFY0- ON TOP OF aA.UND15. A SIMPLE SPLCE. COMt D ON THE COLIM 2. W"V WAN 01 S USED A5 A BFAU, IDH.TEo N7tl1ECT1V ON 1LTP OF =4 A SIYED SNRRE. Ca6c4UI ON THE COLUMN BELOW. CAN BE USED AT WMWR COLUMNS ONLY. R CAN NOT BE VSW AT DOE 09 EaEIKIR OOLWNi B[1.VIE. OUI BE USED AT LN[EIaOR GXUl06 P0.Y. R CNI NOI BE L4E0 AF CDL OD E><7ENgR LIMDU16� 1 WHEN BEAM 04 5 USED u A BEAM, LOCATED DRECRY ON T07 OF COLUMNS, A MOMENT SPUCE CAN USED AT 1/3 OF 3. WWH BEN/ BI S USED AS A BEAU- 1D OW DWXMY ON TCP Of OCI.WNS. A MOMENT SAXE OW OF USED AT I/3 OF THE SPAN OF ANY BEAM, EXCEPT AT END BAYS AND VA Yiil'.Y$. 111E SPAN OF ANY KAU, EXCEPT AT END BATS AND rylEtIf JIM aP110E DETAIL FOR MAt3 PUCE DETAIL FOR R01L GUTTER (BEAM B4)-- T-I/2'io' 4 FORKED WfFER WFAM I.1/2'-1-0• ALUIt. ALLG! 3ooLaLTa 1r Y-0• s' 4• I' t' C 7• 1' TB' 1• I• }W...G. T SSPLICE _ —(B)Y! BOLTS B" BEAM B3E a" SIME CCIYT 1. A WAKE SPUCE. CEHE o ON THE TDLIAOT [i1,DTl, f:W DE USED AT IN MIDR COLEIU,'1S ONLY. 0 CIN NOI BE USED AT EDGE OR EXIETOOR COLUMNS 2. A UOUfNY SKa CAN BE USED AT 1/3 K THE SPAN or MYY FEW, EACEI t M ENO BAYS AND OMDNAY$, 6 SPLICE DETAIL_ FOR 4 1 BEM IBEAM B3 r.t-0 ALLOY 30014W 12 S•0• 1• 4' I• 1• i' !• 1' La• I• V. It 1" Z68= +11+ + I I V MAX I I II I!k•� 3+ (a)#To Sus SPLICE (8) if Bars POST CFNRNED BEAMI BA ON SPICE SIUPtF sw rx 24S4TCllafE NGffS: 1. A 94 1E VW. CODE n W1 THE 17mum MI Qrw. CAN DE LRED AT HIDwft COLWIR WLy, N CAN NOT BE USED AT EDGE OR EXTEEaOR COLUMNS. 2. A MOMENT SPLILI CAN BE USED AT 1/3 OF TILE SPAN of ANY BEAK IXCEYI Al ENO 61,YS km Muom65. 6 SPUCE DETAIL FOR P 1 BM FrVN BB Y=1-0 2485 RAILROAD ST, CORONA, CA 92BOO 951.736.4500 PATE BIGNEO: ApM 25, 2018 ACLA iJul vFric-1 26030 ACERO, SUITE 200 hIISSION VIEJO, CA 92691 949-305.11501 FAX 949,305.1420 I*T. BEY40N9 YA48 611E D6CR�Tn 991Ei JOB/ I/-IDit DAIS 8 18 GECI(ED Amy IAPM0195 V 3.0 SOLID PANEL STRUCTURES: SPLICE DETAILS S5.1 TABLE 1 -MAXIMUM PROJECTION ASSUMING (E) JOIST SPACING = 24.00 MAX LUGSL (PSF) EXSTPTG FRAMING MEMBER ATROOFOVERHANG URAC66T OFFSET'O' 21' ls' I l7' LY 2x4 FULL fr 17 SY 11' 21w 7F 10 2x6 NOTCHED 20' Be R0'0' 2JP45 26'I' NG FULL OR NO NOTCHED 2W 0' 2VV 28r 0' 2B'V 21,6 FTAJ• OR 2910 NOTCHED 20'NY 2E'0, 26'0' 2C0' 2s4 F1AL 7,6' 11'10' 19'5' w1w 20 24NOTCLEO 1T3' Ir 1r 2CG 16'6' DIB FULL OR 216 NOTCHED ILTr 77 T' 2C 0• 2r0' 2111 F1Al OR 2410 NOTCHED Zrr 20'0' 26.w WON N4 FULL Ta' 11'r wr• NO, 25 2xl NDFCHEO irr IT 0' 2T'1' idl' 2N6 FULL OR DIB NOTCHED 10-01 2614- 2G'0' 2B'0' N B FULL OR N 10 NOTCHED 200" 25'01 Now 26'0• 214 FULL jr if- F4' 166• mw 30 2x6 NOTCHED 1.1. INT 221V 2B'0' D16 F1A4 OR All NO1C1ff0 156• 27T 20'D' NV 2.1nu ORWONOTC+PD wr 2NS' RHO' 2S0' 2x4 FULL 4'0' wV 17o' 25 it, 40 2NS NOTCHED Y9' WV Iry 3 6'1r DNB FULL OR NO NOTCHED 11'4' 166' 2VT 2B'C' 2e11 FL1.I, OR 2, 10 ROTCHEO W7' 2l'4' Mir me, 2.4 FULL 710- ITT VW 20'4' bITN7FC:F*0 F11 PY 14'2' 2Vv 21BFULL OR 24B NOTCHED 6'9' WV 2'0' Wt 14rUUQR9j1INDFC4FEO 1S0• 21.11' %'0' 2A'W NDTES: 1- NOTCH CAN BE UP TO V N 216, UP TO 1 T IN 218 OR 2110 2- MAX (E) ROOF RAFTERS BACKSPAN IS ASSUMED TO BE 40 FT. 3- FOR 10 PSF WGSL, USE ROOF BRACKET 51S4 5 1 - FOR WGSL 120 PSF, USE SNOW BRACKET SISCS TABLE 1A - MAXIMUM PROJECTION USING ROOF BRACKET PER 4C/S4.5 WGSL WNDSPEED A Et5MUMAE (PSF) 110B 1MB T30B 1.0 110C 120C 10 Irk I SS'.A' 14LON 17W NOTE: WHEN USING ROOF BRACKET PEMS4.5, MAXIMUM PROJECTION SHALLBETHESMAUJ3T PROJECTION FROM TABLE I AND TABLE lA TABLE 18 - MAXIMUM PROJECTION USING SNOW BRACKET PER 4 D/S4.5 WGSL VANDSPEEOB EWOSURE (PSF) IIDB, 1300B 120C 130C I,.:, 1 20 xv 1B'9' 14-T 26 WIT 1I'd 1r-V 00 16'-3• te•-3- I" ae IT&' i7A' mr 40 17L' 1T3' 111• 42 11V' 111w III' 50 W-0- 17.0' SDI NOTE: WHEN USING SNOW BRACKET PER 4D/S4.5, MAXIMUM PROJECTION SHALL BETHESMALLESFPROJECTION FROM FABLE 1 ANDTABLE 1B TABLE 2- NUMBER OF SIMPSON A34s EA END REQUIRED AT ROOF PANEL OR RAFTER CONNECTED TO EXISTING ROOF OVERHANG (EA. END) TR® 10 PSF 20 PSF 25 PSF 30 PSF qO PSF 50 PSF WOTH WGSL WGSL GSL .L. GSL GEL -USE (a) SIMPSON S09H2 SCREWS INTO EACH A34 -WHEN USING (2) A343 AT EA END, PROVIDE N FULL DEPTH WOOD '.GAB, FULL LENGTH OF RAFTER TAIL, WI IN @ IT D.C. MAX TSB, TAGGERED (WOOD SCAB TO RAFTER) -A NUMBER 1 IN THIS TABLE MEANS THAT A34s TOTAL ARE REOT) NUMBER 2 DI THIS TABLE MEANS THAT4 A34s TOTAL ARE REDID TABLE 3A - FASTENERS REQUIRED ATHANGERS PER DETAILS B, 11,AND 12/S4A TO EXISTING WOOD STUD WALL FRAMING TRIB 10 PSF 20 PSF 25 PSF 30 PSF 40 PSF SO PSF WIDTH LUGSL WGSL GSL GSL GSL - or A A A A A A A A 6 T A A A A B B 6 A A A A B C r A A A A 8 t 10 A A A S C C 11' A ) A B B C G 12 1 A B 11-1 B C C A - (2) 1l4' LAG SCREWS W/ 2'1{ PENETRATION IN WALL STUDS B -(2) 5716• LAG SCREWS W/ 2%- PENETRATION IN WALL STUDS C-(2)711fi LAG SCREWS W/ 3'12' PENETRATION IN WALLSTUDS NOTES: 1 -ANCHORS ARE TO HE SPACEDAT 16' 0.0 MAXHORRONTALLY IN DIRECTION PARALLEL TO WALL TABLE 3B - FASTENERS REQUIRED AT HANGERS PER DETAILS B, It AND 121S4A TO EXISTING 2x LEDGER OR FASCIA TRIB WA1FH 10 PSF WSL 20 PSF LUSL 25 PSF GSL 30 PSF BSL 40 PSF GSL 50 PSF GSL S A -It-,A' . 16'- A -IT- A-16'W A-16'vc A-1rx 0' A -Iv' A-16-m A-16'NKI A-1W., A•ITm A-6'm r A-11I'4G A•Ivm A - lap W A-i1'4G A•V4c A-T66 6' A-1W A-ICN A-1W., A•IrW A-B'm A-6'ee V. A•Td'66 A-1r64 A•174v A•1Tw IT" A-rm A--F.- 10 A-16'6I A.IT- A - IT. A•4'm A-d'c6 A•6.46 1' A-16.41: A-ITm A-rm A-6'n6 A-6'ao A-V- 17 A•16'e4 A-11'1p A•Ym A-B•4I A-r" C-6-x (2JtTLAG SIMONS C PfWTj-1AGSCREWS B (2) 5116- LAG SCREWS O (2) 112' LAO SCREWS ALL FASTENERS TO HAVE I N PENETRATION INTO (E) N LEDGER OR FASCIA TABLE 4- ANCHORS INSTALLED INTO THE SIDE OF 6 N THICK MIN CONCRETE OR CMU WALLS N CONCRETE, USE NT DIA SIMPSON STRONGEOLT 2, STAINLESS STEEL, WITH a - MIN EMBED, INSTALLED PER ICC-ESR-3037. N CMU, USE 17 CIA SIMPSON WEDGE-ALI- STAINLESS STEEL, WITH 3 010' MIN EMBED, INSTALLED PER ICCESR-139B, AIAITMUM ANCHOR SPACING 10, 10, 25 PSF 30 PSF 40 PSF 11PSF WGSL GSL GSL GSL 411' 36" 3V 2{• USE T 50 x114' STAINLESS STEEL WASHER WHEN INSTALLING NEW WOOD LEDGER AGAINST BASTING CONCRETE WALL TABLE 5-MAXIMUM PROJECTION WHEN USING EXTRUDED SWIVEL HANGER PER 6/S4.4 WGSL 1 La6SOew a me16F INmds ldlnlh ITurI a 3SOC 37C6 17CC 13011. 1xC 4.9 13'-6" li-d+ tr•6• I 1T-G' ]1'-R" 1V•0• to 's146'P L)'-C' IV -S' 1a'-0' 14'-D' 14'-G' IT-6" •6 1S•0" 19. 6' IS-6' 15'-0r 16'-O' li'-d° ]/4•I 1P•T 9'-0' 9'�C' >C•P V-fi' g-O' 20 NPc & 6- 1r-d" I6-6 urv6' IT- 0, L7.aft I ]3'-O' IT-0" 12'-E' IS'. C B' 10'-S' CO 7•� 9'•0• 9'•O' r-E' • 6'-1' 25 516'6 lX-D' lr-d•' LV•a- 17•S• IV- lilr -ry' ll'-fi iX-0" NOTE: FASTENERS W/ 3• PENETRATION INTO WALLSTUDS TO BE 5PACED ATIG' O.C. MAX FASTENERS W/1'/i PENETRATION INTO 2x WOOD FASCIA TO BE SPACED AT r O.C. MAX WTE 15N01(E) WALL FRB AN OPENING U.DERTNEATTACWEIR OF THE PATIO TO THE EAVE OR IYALL, SUESPECIRC ENGWEERLNG IS REOOIREO TO V6UTYADEOUACY OF THE E%LSTB,'G STUD VIALL FRAWKI MMr4G RFADERSEE)VMEN THE FOLOMIIG WM110NS OCCUR -FGRWCSL=20PSFDAX COVERPROJECTMI>16AADOPEh1NGINWP111VIGER THAN IT -FOR GSL =50 PSF FAY: COVER PROIECT)OI: VAB)GPEAYNG INWALLWIDERTWJIS NOADOMONALSITESPECEICBMRWF RNGISREOUHED1IMDMTIIGGPENVIGSIPROJECTWNSARE BAWLER THAN I THOSE STATED ABOVE. ALLOWABLE GEAR 211015KN 10 FAA 0 74 TA$E LA OH a SEE T�I 1 HOOF BRACKET PER 5/S4.5 2 x A or 3 x S WOOD � (J) Y.'r I.N SCREWS W/- 13: PENETRATION FILLED ALLMIR M LEDGER R+HGD! Pat P, 11, OR (3) 0 LAG SCREWS W/- 4' PENETRATION 12154.4 115RTTEX11 S PER aA1C AL7ERWINE ROOF BRACKET TARE 38/56.1. LEAG410H AFD/OR ORIENTATION SOLO PATIO OOVER OR MY TKIIE 4 ALUANtu 1AFTPJI ALTERNATIVE ROOF (E) BLOCKING BEIWEFNI BRACKET ORIENTATION NSA' COM, RAFTERS OR TRUSSES, WHERE OCCURS (E) WAIL SEE 1�.1 NOTE ABOVE WE OT RAFTER CR 1RLS5 fACx5FA1 4 um-0 WI cC11I 11. D05A)IU ROOF DFSIGII LLWOS. ROL - 3 P'5F (M) TO 6 PSF MI L HEW PAID DLSDH Ld103- LL 10 PSF OAx (0SHOW lAI0 J. PLACE *WA TIER^ OR SIAIIAA UMUM BIEFIZEH WACW AIM] COOP05TE SHINGLE ROOTING 10 PROVIDE SEAL 4. WHEN THE BRACKET IS INSTALLED AT ALTERNATE LOCATION SHOW,USE TABLE 1 FOR 0-0', S. USE THIS DETAL MTH ROOF BRACKET PER 5/S4.5 AND TABLES I AND IA ON SB.1. O CONNEOWN TO TOP OF E)MNO ROOF LL - 16 P8F )4(A)L A11G411BF CTFAR DDEwm" W BfiW SEE TARE 10 ON SW NLWEEYK PER 14 11. OR 12/54.4. FAMERS PER TABLE 38f55-I. WHO RIM cum ON ALUUPUN RAFTER qy rAV va k/- 4' Pf2E1RUl0lI � 3. B WOOD FITTED AMNUII L!))rAR ROOF BRACKET PER S/S4S (3) Nd LAD satm W/-214' PENETRATION BLOC4OA4 &TAYE11 WHER fOCCU 5 OA iRlaSES. WHERE OCCURS (E) WALL SEE NOTE ABOVE laMMG ROOF R31G1 iLUD'3. ROL. - 3 3 14lJIjj TO 8 PSF (MAX) 2. NEW PATIO DE_tlER LRIBS: GSL u 5O p5F RAY J. PULE'SIA nEXL OR SIMWI MATERIAL B TAM WACKET AND COMPOSRE SHINGLE ROORHG TO PROVIDE SEA. 4. BRACKET MUST BE ORIENTATED TOWARDS ROOF EDGE AS SHOWN. 5. USE THIS DETAL WITH ROOF BRACKET PER 8/S4.S AND TABLES 1 AND ID ON 56.1. 6. Mum LED OF BRACKET WWI BE LOCATED 8' WX FROM FACE OF WALL, ON EIMER ME OF WALL O CONNECT[ IIN TO 70P OF EXISTING ROOF Q8L = 60 PaF hiA)L ¢ CONNEGTION TD (k7 9L�(i T10 TRBUUNTY AREA COWIBI BFALI �I PADO BEAD 77 CDWIIH TRIBUTARY AREA E1L E0. DECK/PALTER ^ PIdTL ORECRON i ; � M BRACI�T �! ILLS FASTVM, SEE TAMM 3A k 4 Ol -50.1 ANO NOTE T4S31, 'WX " LATH AAU IUNOFR PER T STUCCO SOLID COVERE 2 4Y2 x WOW STUD WALL AT CONCRETE BRICK OR MASONRY WALL SEE NOTE ABOVE FASTENER PER NOTE 1. FASTENER N BE 05YAILEO AT CUM OF (E) WOOD STUDS 2. P4'AM SFE'ATHPA2 DOPE NOT COUNT TOWARD TH5 I' WX J. DEWR 5 VALAD WT01 CONNECTION 1RA000R WOpO LEDGER AIDING SRRI)CW PF*4DEO THAT THE MINRAl1M i ER PCRET TION N WALL STUDS PER TABLE 3A/56.1 5 SATISFIED. �1 WALL. COHNE'C'RON HANGER PER B/S4.4. FASTENERS PER TARE 38 ON S6.1 AND NOTES 2 AND 3 - (E) BLOCKING BETWEEN COVT. RAFTERS OR TRUSSES SOLD PATIO CWEA --/ "' AM 2 a R1R1 OEFDf `(� MISS OR WOOD SCAB. WHERE RAFTERS 0 24' OC DUSTING FASCA DOW 2#Ti1 AAC 1EDL4TD _ PFR 1ABTE I ON 56,1 P. ROTE ABOVE $EE NOTE 3 ON SAI _ (E] LAVE OH �E111�� 1. B 1. F%STAC ROOF DESIGN IDADS: ROL - 3 PSF (IM) TO B PSF(MAX) RLL/051 - 10, 4 25, 30, 40 OR W PSF L F151ET(W TO BE LOCATED 4' MIN FROM SF13CE IN 11 FAICII BOARD AW 2' CUEJa FROM IOP AND B01TOM Nx' (, T.60iRD- �CONNECTEON TO EDGe OF E711WIQ ROOF EDGe OF E]I1WIQ ROOF (E) SAKI WALL (3) NO LM> SCREW Trpr -- 3' K O' x 0.0427 HEADER (3) ISNS I FA SIDE Y x B' RAFTER BRACKET acc Hufe a 1. USE OF THIS DETAL 5 LIMITED 10 THE FOLLONNC FOR LL/GSL = 10 PSF, MAX TRH AREA TO CONNEM - 100 FP FOR U/C54 = 70 OR 25 PSF, MAX TRIO AREA TO ONUS:CTMN = 55 FP TOR R1. - 30 P3F, ELAX 7m AREA TO mwmT ON - 45 r11 FOR GSL > 30 PST, DETAL 5 Wr ALLOWED 7. ME HA1 FAR DUINITIOi Or TMWTARr AREA 3. DEW MUST UNE LP WITH! F.>WMO I= IiOCM WALL MD. W OPENING ALLUMEO UNDER tDAIIECTJIL 4. USE 036' ERR 14847 W/ : WEED 0 CWNC WARE, W/ K SPACING S. ISC I ?ALL SRACIV IL (2) W )RR KB-3 W/ 4' EMBED 0 CLa WALL wl IT' SPAM 2• BF..024' SEE TABLE FOR FASTENER RAF70T 10 RAFTER AM TASGA (2 MA -);EA � 2R1}.7 R ALUM. RIM TAA. OPIIONUL LATTICE cvw TUBE HOOF PANEL - Y AN 024' O.C. 12' LIAR 0 PASTETTERS R' .1 WITH fATTICE IIOLATTICE 1- (4)110 (3)1B Z-0' 1' (B)110 (4)N 3.-0 Z (12)FIB (2 ROWS OF B) (2 ROWS O14) tiom I. M DETAIL 5 HUMID TO 30 PSF LAX U./GSL 2. FASTENER SPACRIG - 3/4' MIN 8 HQT ABET! _ suE NMI REMI POADDN OF -DIE 10P TTNICE 4}F Arc ii1i1 (ONO l6DTT WYERWE OOCiDG] Fi OORR{CIgN i0 COLNOI J [ B . 0.42 BFALE OR Y SO. STEEL BEAU (J) WO TIRU,AOCT5 0 B0. W OR BITI (6)-114 SOS 0 FA SIDE THRU-BOLTS 0 TUP h BOT TOTAL - 24 I BEAU 113, BB. 97. OR SO PER S4.1 NOTCH FU1 BOTRIY FIANCE OF I BEW (ANO 2ID� WHERE OCCURS) OR W H BRACKET PER 1/54.5 SIDE OF WEB AT CONNECTION W OOIBlN OR 1/L4.J Y OR 4'SO. On POST PER S4.3 AL.ULL OR STEEL POST MM DO NOT NOTCH BEAN AT FAD COWINS WITH OYEUTAHG 11190170 Pont �(' BRACKU TO POST 1-1/2'-I'-V i --BUM RI OR B4 Opgp SEE NOTE I IIEOWA9 FASCIA AJUV, I SNV SPACE (6)il4 SILT 0 EACH (O/F COL ONLY) NGw TO COLLRIN HN 4 IS.1j' SLS. )� (12) FASKNM PER &FAU 89, COIRrcp10N BIO, 012, 815 OR B16 1R 5/C4 HOLE WITH 9 I (4)/14 SITS EA A REa+1. W. rc e GI AUfP� N I I I h G I 3' SO POST U 8f04M7 PER 4/S4.5 k', SEE NOTE 2 EE T a 113 (2)114 SAS EACH I I NM: SIDE TAID OJY I ARCHITECTURAL SIDE 1. USE SULAR DETAL AT J. J OR 3. B INEAUS. O.G PLATES, WHERE OCCUR, 2. U BRACKET IS NOT RFOIIIRm F SIDE RATES PER 3/S6.3 SWLL STOP h FLUSH OR H BRACKET PER I/S8,3 ARE PRONOTA BELOW BEAM r OR 4' S0. POST BEAM TO PW l w1 d9L BEAM TO COL 3' WIDE BLUE TYP 8Z B5. 911, 813 OR B14 Y OR B' BEAN j14 SNS U SIDE WHO OMW (AST) SUS PER FILVATON, IYP, SjID�E PLATE SPJ 6 OOL OAAYJ . Sus SUS FA SIDE iEY PLASTIC PLUG, TYP. ALOE SIP+. su Sff hVli I, p PROYDE FOIL BEATWND OF II BUY ON PW.. A 3jY HOLE WIN PI,4A C PLOD AS p Is ACOMABLE TB ' RATE G SIDE 113E WE HOLE TO !STALL F SIDE SiVERV. SCREIYS, 17T. (2) I14 SUS EA SIDE AT ! Or SIDE PLATE FA SDF, SEE 3' SO. POST BETW4IR BOITOY AND AT JY OC wx L TABLE 1 ON SI,. OR L1x SIDE PLATES OPTIONAL SIYpOFDAN NEiL OF L� 3' 30. POST BETWEEN A - SIDE PLATES UN STOP BELOW SIDE PLATES THE CONNECDN �1 DEW TO PW WNNEMN uCOUUIIH ADJUST SCREW WMM TO LOCATE SCRIONS NT THEMPORTION / VEIWA WALL OF BUM • 2485 RAILROAD ST, CORONA, CA 92M 9S1336.45GO 5 58 �r 9 ` OP CALL DATE SIGNED: April 25, 2018 - E 1-11K-1ca— PJLa 26030 ACERO, SUITE 200 MISSION VIEJO, CA 92691 949.305.11501 FAX 949.305.1420 SAP Mp ES TM YAM ma UFSCRIPIIDN 1 SfELJOBA IT-1071 1AATE aasle BPFN'NBY MR LNECKED pw IAPM0195 V 3.0 SOLID PANEL STRUCTURES: CONNECTION DETAILS S6.3 I POURED S• OR 4' SIM POST. II 1 • 1S •JNY A36 WREADED TRIO TI/- NUT EA SIDE OF COL OR J4 REHAR GR 40 MN. SECURED 1. THIS DETAIL CAN BE USED FOR STEEL POST TYPES C6. C7. CB, OR C9, NOTES: 2. THIS DETAIL. SNAIL NOT BE USED FOR ALUMINUM POST TYPE Cl OR 1. THIS DETAIL IS TO BE USED FOR POST TYPES CIO § CI1. ALMINUN POST TYPES C2 ON C5 PER TABLE 2 DN S7.1. 2- THIS DETAIL CAN ALSO BE USED FOR Sim POST TYPE C6, 07, CB, C9 3. R IS ACCEPTABLE TO EMBED THE STEEL POST DIRECTLY INTO THE FOOTING PER TABLE 2 ON S7.1. PER 5/57.1 NSW OF U9N0 &E POST SLEEVE 9KRN 7I MIS DETAIL 3, TIRS MEWL SIM IRDT BE M TO ALUM731M POST rKV Cl, C2. 4. MIS DETAIL CAN BE USED ON A SLAB ON GRADE PFR 0157.1 AM PER OR C5. TABLE 2 ON S7.1 �1 STEEL. POST 8LE11E CONNECTION _ r� STEEL POW EMBEDDED ` TO CONCRETE FOOTING t _r' o INTO OONCRM FOOTING 1'..14• AL Sim OR ALUMINUM MCAT BE NOTE I - i} TABLE 3 - (MAX WIND SPEED: 130MPH, EXP C) MAXIMUM POST SPACING WHEN PATIO COVER IS INSTALLED ON SLAB ON GRADE TRIB VI UYN ROLLED FOAMED PAS IBFI ARP LL[G5L sfl GSL (Psll WGS L sl 10 p51 lOPsl 15 p1F 30psf 10 psf 20 psf 5' 13'-7' 11'-0' 304' 3'4P 11t6- 30'-0• 6' 11'-0• 9'-S' 9'-0• 8'-4• 1C3' 8'A- 7' 9'-0' e'-6' 7'E' V-0' 7'.10' T-6' 9' 7-1- 9'-0' V-0• NP T-0- 7'1" 7'-0' 11P. NIP fi'-3' fill- ]]' NP UP V-8' 6'-0- 13' 77 fi'E' NP NP I.,. S'-6" NOTES: 1-'NIP' INDICATES THAT A FOOTING IS REQUIRED, AID THE PATIO COVER CANNOT SESUPPORTEO ON A SLAB ON GRADE 2- OR UVEOR SNOW LOADS HIGHER THANTHEONES SHOWN ON THIS TABLE, A FOOTING IS REQUIRED AND THE PATIO COVER CANNOT BE INSTAl1ED ON 51AB ON GRADE 3 -WHEN THE PATIO COVER 15 INSTALLED ON A SLAB ON GRADE In ESIDENTIALAPPUCATIORS ONLY), THE MAXIMUM POSTSPAONG 15 THE LOWEST OF THE WAX POST SPACING(SPAN)' SHOWN ABOVE N10 THE MAXIMUM POSTSPAUN'GS SHOWN ON SHECTSB.XX X 8 TaR1tCI-COHNfCTiON TO 8Le ON OAAOE 11.1'-0 OCCIRRSS i57S OR J�.2 �7.2' SIN. tom OR NEW SUB ON PRIDE. ca-Z,9MD PSI ION. COLTS PE'RR TIMILE 2 PV 571 NQNS 1. THIS DETAIL CAN BE USED WITH POST TYPES Cl. C2, C5, OR ell. 2. THIS DETAIL 94A L NOT BE USED FOR FREENTANDIBG STRUCTURES AND/OR COMMERCIAL APPLICATIONS. 3. THIS DUAL SHALL NOT BE USED FOR POST TYPE C7. CO. C9, CIO, C11. 4. SEE 'SIAB ON GRADE USED AS A FOUNDATION SYSRM' NOTES ON GO.1 FOR MINIMUM OVERALL DIMENSION OF SLAB AND ACCEPTABLE CR ON4 AO COHOROI/FXPAEHSOH J400M CftlDM 5. WNW Eli PALM CO 4 NSOLlF3 OH A SLAB ON GRADE Is THE ECAFSTM OFF THE -AIX POST VACHO END" ON�SS70T•I AND THE MAXIMUM POST SPAONG SHOWN N TABLE 3. 0. ANY POST SIZE FOUND N TABLE ON SHEET S13- AND MATCHING TRIBUTARY WIDTH AD MAX. POST SPACING FROM TABLE 3 PIN BE USED. EWWPIT: 10 PIT LL 110 mph WIN LOU Cm OBE A COLUMN CI PR S&10.1 FOR MY B3, ATTACHO:D OMER, TABLE 1 ALTERNATE FOOTING DIMENSIONS FTG(I W=L•D (SEENOTEII all WxLa0 ISFENOl 21 Nt2 WxL%D (SEENOTEIII At3(AITACHEDM W Lx18' ISEENOTE4) AIt4 WxLx]B' IENOTES) Ats W,Lx24- DENOTES) All W.Lx30' (SEENOMI NV W.Lx36' (SFENOIEB) Pits W.Lx42' (SEERCing) ]t ]Bx3sx 16 12x13x12 lexiax3B ]B x lB x 1B = 1 mmm .11l,cm10 3jf lys Ff 17f E214! _ :0 20.20. 70 T7.'17117 11%71.16 TS.2/.121, NAM-" 0s27120 23.1ix70 14.24.A2 22 22x21xl2 16x]fial6 1Sx25xla 33x33x1B USM.14 OX19110 17417116 36125.41 24 U.14. 24 109lOx7D 19%21a1/ pic0t16 14AMltlil 27;22%q mm. 19 10 x1Ba42 26 26.26.26 23x23x13 32x32x 18 M.311.24 24.24.30 71:7711f 7Tsn14l A 31121"s M.m.m 25x33.L 1le.ilrN 27.27.10 25s15.N6 1F.7ix41 30 39-39X39 3.31.7% 1IIr3/%lf 162 M. iO 1 2Bx28.36 26x2Gx42 32 32.91.32 mr36.3f 41.41.11 ]Y.37e SO 10.30.26 24.71.4E Y m164.14 11willtU 4784T116 33x33.35 31.31.42 7G 161262n Za24 S .19 P-34-92 i< 1112... 7 11 a 7 NY 43x43x36 3Gx36a42 a 4o14... 3/3H.22 a.". 11 33a30.4i 47 42.47.41 d1.41141 61*64.1.t 4T T41e42 NOTES: 1- •FTG INU' IS THEFOOTNG UIMENRON REFERENCED INSEAM SPAN TALUS Oil SHEETS S8s1 OR IeuT. 2-'NTI'TSn1EFOOTING DIMDUION BASED 014 THE•FTG MINI• DIIAEN9OH HOTEMATWes. 3-•A1T2•IS nIEALTERNATEFOOTINGDI MRl51ON REQUIRED WHEN A3S'MIITHIOI-A ISPRESUUMOVEMMFOOTING„NOUMMTWV L 4.'ALT3' ISTHEALTEwuTE MOn11G DIrA[NSION REQU RED WHNI MEFODnNG 15 sEPTTO AN III' DEPTH FOR UPUFF DESIGN ONLY. THIS VALUE ISM MUSED OIILYATAUU WPAnOSTRUCTURES.NOTEWTWi AAo18'. s-'ALT4'ISTHE NTDUUTEFODTIIIGW?AENNONREQUI WHOMEFOOTINGISXMTTONIII'DUM NDIETHATWXANO010'. 6 - ZT5.15 THE NTIRRAT FOOTING DIINNSIOII REQUIRED WHOITHE FOOTING 15 MPTTO MI24' DEPNI INITETUT IY•L NA D-39' 7- ALTW -'ALTW IS TL E ALTERNATE MOTING DIINIW ON REQURED WHMTHE FOOTIIIG IS REPTTD AN 30' DEP H IIMMAT W3A 0 R30'. B-'NT]'IS THE ATERNATEFOOMIGOIMOWONREQUREDWHENTHEFOOBUGISEEPTIOAN36'DEPTH NOTEWArW4AUDD=36•. 9-•NTB•ISTIENTERMnMOnIMDIMUESIONREQUREOWHMN EFOOTINGISRCPTTOAN 42'DEPTH UOTETIUTV-ANOOd2- s FOUNDATION MILES TABLE 2- ANCHORAGE SCHEDULE (ATTACHED STRUCTURES ONLY) BR7CXET MILL IOITnK :]GOAT NIOWRBOLTS ISEEHOTE2L SEE ROBS 411RAT 1A627 Cl 509 fw}x 'ill. W s•71rxe m ALUM 102 CI ALL (23/B•d1a w/2-1/B'eMed ALINET 2/S71 C2 svGakWas.0 L-71CwAd 2 AUMT )/T1.1 [i AIL (2}7AB'dU sglt•17/'s.B!d 1 ALMMf 7A72 6 TOG 3A/'fI.5W1.77T'.mld 3 ALUM 1/672 CS All nliAi'd4.q'l-]/l'm'Aed 3 STILLY M7.1 DI TOG 'f/I'd3. w11.772'mid MELT 124721 /9 s23' 1 MWrlh-11-71II&n W 13.4 mmT VS7.2 a IN' NH 'du ll4,.40 W SRRIr6 AAS7.1 C6 1 130' NI-Ijr lis W134A' n.6W 1.4 STELIHS 4JR.1 Us III' NI•s/l'Wa3Ir4'BmlFd ITS E16LIr25 4M.2 a 1 13S' (EN3/4.61.w74.7A4 #4 A 1 WEif6 4E57.1 4.7.C;o ALL (4 74'N4 w74,1/{'4nked 15 U11 v SSMA C10C31 I ALL ,I/A I-'F7GtI'ISTHEFOOTNGDIAIEPMONREFEAUMINBEAMSPANTABLESON SHEETS S8'.. 2-ANCHOR BOLTS SHNl M51NIPSON STRONG BOLT2, STNIAESS SUMIICCZR 3037) 3-ITISACCEPTABLETOWEIHESILLIr6EMPM4/5711NSIE OFTHE ALUMMIM TPM2/S72 FOR POSTT 130 ANDCS OR 1161FAOOFTHESQELT PER 3IS71 FOR POSTTYPEC6 BUTS WI REMAIN AS SPEORED IN THISTABIE, BUT 141 BUTS SIWLBEUSED 4. IT IS ACCEPTABLTO IISETHE EMBEDDED FO57 09NL5/571116TEAD OFIHE STELLI ISM FM 41571 OR STEELT PER 3/S71 FOR STEELPOSTS C6. 5. IT 15 ACCEPTABLE TO LEE TSIE EMBEDDED POST DETAL5/57.2INSTEAD OF THE STEMINSEIFr PER 41571 FOR STEEL POSTS C7. CB AND 0. I ! ANCHORAGE OF POM TO SLAB OR FOOTING Y BRACKET PER I/S7.2, 2/57.2, 3' Sim ORa/S7Z. ALLROHUN POST �B0.TS PER TABLE 2 ON 57.1 GRADE TYP. �� POIWFD IYJHCNF,TE T0010LC. MM 1. MIS DETAIL CAN BE USED NTH POST TYPES C1, C2, C5, OR CO, 2. THIS DETAIL SHALL NOT BE USED FOR FREf.STANpNG SRU4TUNE5. 3. THIS DETAIL SHALL NOT BE USED FOR POST TYPE Cl. Co. 09, CIO, CI1. 2 'I" BRACI[ET COHNECTIOH TO CONCRETE FCOTING 3•-1'-0" 9 2405 RAILROAD ST, CORONA, CA 92M 951.73GAS00 �4 ' Cap �LT SIGNED: April 25, 2018 �D.A.TE C�TjEj �isv 26030ACER0, SUITE 200 MISSION VIEJO, CA 92691 949.305.1 ISO I FAX 949.305.1420 1AP mo ES TM REVL'IOfLR VNM DATE DESCRWW4 4sIRJOB% ,r.10rL DOE DVd IB DMI3NBY RER CHEcuv Ins IAFM0195 V 3.0 SOLID PANEL STRUCTURES: FOUNDATION DETAILS S7.1 4 h � ABIP A700 cRrDE a Attk AL2Gf E5E3•TE 2B75' (4 ra SUS ID 4�SCRM PLAN a 0 EA 510E 7YP. i BASE PL I I 3' SEFL POST - - Nr TICK UN n VO HOLE EA SDE HSS OEM 10 I GOES' 1YP, {3) JVO DOLTS Vw 3.862' id SD.. Si' am PL T.QF NOTES., I. BRA M LENOIH IS 2.75' ELEVATION 2. THISR+LTIET Dis Ill BE O5FI) WITH POST TYPE Cl. WITH OR WIRIOUf ITT IS OPA4liT IS TO BE LBEB I1T711 PW TYPE C7. CE k C9. AND WITH CO J. SEE TARE 2 ON 57.1 FOR AAMCHLI •NT TO F001HN1/SUB. (F4VJC mmo SITE S ES' OR 4R04 4. RISTALL US x >Y a K HOP WASHER PULE AT MOM FOR 130 1eH 2. SEE TABLE 2 ON 57.1 FOR ATFAALUENT TO FOORNO/SLAB. 3. INSTALL Oj x 11j x X HDG WELDED WASHER PLATE AT N0101S SIAHIER THAN WY. 4. THIS BRACKET CAN AIM BE USED FOR POSY TYPE C2, C5, DR CS (ALL �FOOTING DES) PER TABLE 2 ON S7.1 ANO )A7.I. I 1 STEEL P433 BLEEYE ALVMIHUMT BRACKU FOR POSTS CB. C7, C8, C9 s-v—w FOA PO9F C1 s'•r4 AEW A1DOY 666]-iE 4-114 SUS I OR TEX SIEWS, EA.SCR OR SLOE, TYP. L it WO HOLE U SIDE I 01, TYP. 0.750' DOM 5.50' ny. 1, BH14T1ET 1EIA;01 is L T145 &4OZ N TO BE 11SED WTH POST TTPE C2 OR OS. MTH. 0R WLIw S?X RATES PER SP3 OR SP4, O, SEE TART 2 ON 5T.1 FOR ATTACHWCNf TO FOOTNG/SUB, 4. INSTALL % x ITi x A HDO WASHER PLATE AT ANCHORS FOR 130 UPH. 5. SIEFL T-BPACNET PER 3/97.2 CAN BE USED N 11EU OF THIS wa(ET. T ALUMINUM T.8 RACKk7 ` FOR POSTE GP, C8 � "0' AS1Y A30O DR7De B m` t7w 4- r b THOLES. TYP EA SUE O 0 q 0 PLAN } xOO_} —r1YP 2-R.0 HOLES FOR A $Y R.B. TYP. ELEVATION HOLES: 1. DES BRACIV IS 10 LE USM WITH POST TTPE CO WRNi FOOTING SIZE S , T01 TV OR SWIG. H OR WI11W SFOE PLMFS PER SP3 OR SP4. 2. BWCHEF CAN ALSD BE OSED IBEII POSE TR'E C2 DR C5 Ptyi LADLE 7 ON 57.1 AN0 7,1$7.1 A SEE T/i OR , RF ATNp1NIBlT TO FOOTING/SUB. �TE& T BRACKETT BRACKET FQR FO8F ATTACHED & FREESTANDING SOLID COVERS -10 PSF SNOW LOAD OR LIVE LOAD -110 MPH - EXP. B & C a6.5" ROLLFORM [ B2 1 MAG BEAM 83 4" LBEAM $4 4.S' MAG GUTTER 4 W 1 'CHANNEL BB 7" FBEAM �AATTTACBEG t2 G3 A STL"U' ATTACHIM) FREEMNOM FRE:ESTA71RN0 ATTACHED FREESTANDING ATTACHED FREE87ASA3r1p ATGE7IED FREElTA71O4NG ATTAGiEG FREESTANC1RxL TRIG WIND MAx POST FTG MIN St MAX POST FAG IN POS3 MAX POST FTG MIN MAX POST FTG MW AlA% POST illl MW MAX POST Ff0 A11N MAX POST FTG MIN MAX POST FTG MIN MAX PORT FTG MAY MAX POST FIG MIN MAX POST FTG MIN MAX POST P'k7, MIN WITH FaP SPACING PM TYPE SPACING IIN) TYPE rPACWO PO. TYPE SPACWo (" TYPE- SPACING 6NI POET .� BPA17N0 PN) P06T TYPE 5PAt3N0 (IN) T.I,pE;PACING (� PGBT TYPE 8PACM (DO PGEi TYPE SPACING (WJ P09I TVPE SPACFYG TIN) POST n.pE SPACING 0f1) PCST TYPE (SPAN) Ispmij (SPAN (SPAN) (SPAN) (SPAN) (SPAN (SPAN) (SPAN) (SPAN) (SPAN) (SPAN) 5 1108 I10C 11 H$ t! C1 It: 11'4' 20 C7 IPA• I IP C1C7 ZS fi - 13'-T 1v 1 C1 17-7' % C7 - 13,T C1 rT C7 ! i' 177' 10 70 C1 •1 15'-1C 7,! C7 27-V 234' 25 CS 21-7' 7ffA' 1 ]1 C7 S 11 B 179• 11 C1 d ?Q C7 r le C7C7 24 r7--T Iv 11'di• 2a lrr 1 11'L' 7-0 Ir•r 19 11S 28 22$ 23 rJ$ ]e 110 C 1T9• 21 1 4' 27 ,r Y•T 28 72-Y C1 114• C7 1 C1 71'• ?D C7 1 ' 71 C1 1 +O• 2 C7 7Z-0' 28 CS 1H SR C7 T Ill 110C 1p tpd 19 2f C1 1 r-0' 22 C7 V� 21 C1C7 fi 2 a 1 17.7 24 Ct 11 1V4T n C7 1 11'S 72 Ct f 11Y.T n 07 1 SB4' 90 21 CI 11-0' fp-2' 96 2N C7 -10• FIVI 21 7/ C5 1 d tB:T 2 C7 6' 1fa6 94- 19 C1 4' C7 .10 9 CIC7 2d 11'3' 1 10• A -T IV ' 11'L' t 10'b• 27 2P-r 25 te'-r 71 f IQO B4' 72 7.1` 28 10' 77 C2 �• C7 1P-r 79 C1 Ip A C7 Y-Y Z! C2 B-T Ri C7 2R-1' 2A C5 tT-TV C7 b:i0 22 C1 28 , C7 PT 19 72 C1C7 0 v 11-1 11:r' 4 C2 1 1 C7 $ IC$ C1 10' P•T ZJ7-I' C7 WO' 2 2t C2 1 -1' 4C' 2t1r-r C7 Fi 2! C5 r110C ti'-t• 11tlB B$ Cl a' B,-T-C7 27 6'.]• 34 10'{<' C2 1r` Ib 2 C7 r4T 71 C2 V4 d• 28 2a C7 tr4' S-7 21 28 0d ;7. 29 P7 C7 lrn 16 26 20 � iS-17110C 10' 14'IlaC 110 0 -5 B-1- 2 Z) C2 - r-4' ZT 28 C7 8'-0' 41W A CI T 21 ZaC725 t7'W C2ra,36 •r 39 C7Rt•yl •r 2f CZ .t• C.r• yr. C7C2C7C5er+r•7R -t 0' 22 7S f 4• ZO 1a�- IS'-T C2T-T C7 C2 C7 C5 !a29 C7 L2 d7 79 C7C7tBF 9'b' 12 IY-T .Bd n CB law 2a FT 23 f•1 zr 7) 1S-(' B7 CW Bfi Y B9 DEL x6.5 x0.042 B10 D8L2 x6.5 x0.032 B11 3 x 8 x0.042 B12 DBL 3 x 8 x0-042 I7) 11"C""INS A ITACIIED 1rAEE87AN1210 ATYACI¢p FRE E3I QB ATFACIEO 1;4EErTA1>!I R7T15C}611 PREE13TAfprjG ATIAClfe-O FREFRTA! ARAp/E0 iRE ErTAlfFA1.G AE>p MAX POST FTG j,&,1INE MAX POST FTG MNWIW Foolf MAX POST FTG p0ay MAX POST FTO POePOST hUl% FfG A1W "POST MAX FTG A11NMIN T MAX POST fTG MAX FN) MAX FN) MIN MAX FN) MIMWAIWTRIG MAX MAX POST FTG lW1AIEYPSPACING (IN) SPACrX3 (IN) lY♦� SPACING (W) )T,PE SPACN' fNl TMpE PACvjG "(Ps (IN) TypE SPACING (W) TMpE BPALING (IN) PSTPOST ryPE SPACING ON) POSTPOST TYPE SPACING 0M PDS7POST ryPE SPACING ) P,,EPOST TYPE SPACING OM ON) p�T TYPE (01) OST IYPE (SPA!) (SPAN) (SPAN) (SPAN) (SPAN) (SPAN) (SPAN (SPAM (SPA N) SPA (SPAN) (SPAN) (SPAN) (SPAN) S 11 1 C - d CS -S' 3r L7 E' S -M 7 cr SB 3'0 IFrd7' JEW tSS� 1 f C7 1 Iry CT 17S I2-117 19 21 01 Ir-0' 17•T 27 29 C7 14' I9-11 2 23 10-3' t7'-T 3t C7 -r 3A Cd 2Bb' ?t 2S-T l S 1198 o 2V-0• 24 27 CS 7 dP 31 CT 2/-9' 75 CS 3 3z C7 TR'-T C7 1A'•r 14•-0' X C7 17.1' 11+r 19 21 Ci tr•1• fit2' 77 76 C7 74' 11W 21 W CI 12a' It•+3' 28 C7 1 168' 2! C2 17+T Id:l' 2v 31 C7 274' 33 C6 27-r 24•-7- mr T -ji90 d 26 C5 zl•-y 3Y CT 7C4' Z'F' 7 1r$ Pf 136` 9S 1117• 21)14T 11•T' 70 11:T IT 1S3' 22 iBS' T!0 CS 2r4' CS 3 C2 1 C7 C1 t 4•-jrC1 p.1p 22 Cl f0A' 27 C7 tS3' 2d C2 15d' C7 41V' 33 1 CS 26V' 29 B n9B 110C A$ 77-F 2B >4 C5 -10• 2p3' 32 32 Ce 25'3- 253' 3a C5 73 JZ4` 73 73 Ca 1Sd' 17'r PI PR C2 17dC 17-7' 2r 21 C7 t0'3 W-W A zz Ct 1V3' 2 r ?7 v C7 10•t0- Ip-T ti 22 CI 1RiP tpdP 21 27 C7 1Sa tee• 23 75 CB 1r-3• 14•d 30 C7 V t 7Z-7' 30 C5 2P- 1rT 33 CB 24 31 C5 •1 GO 7 2: C2 Tzz; 11'b 79 29 CI •bP i r• 0' R C7 10- 21 fo'- 7 C7 14'4' 13•-T ] G5 144" 73'11as C7 21' 34 94` I 7 B%' 21 C1 Y4' D 37'4• 71 31 C5 04 1a-1P C823.6' TTH ze C5 2TM' 7522 23 C2 111' 1V.10' 79 C7 9dT 1--P 73 C2 6$ 71 C7 V4' 23 C2 B$ 21 C7 !2.'-10' M CS 7!10'2v' C7 110Q2Vd7 110C 20 51 CS 1IFv 1 C9 R A C5 21Y-r tcotz-wiR 22 C5C7 10104dT B-7' 73 G2 9dT B4- 2 26 C7 4- S'4' f 23 4'.4' ed 2e 29 7 1•1 1 $ 2S CS -1 71tl' 40 L7 C51T-9' N 3 1 C9 W-Im C5 20-r 9023 C5 1p4- 70 C7 �7' 73 C2 9-7' 2e C7 7'a• 21 C2 id 2r C7 1 $ - C5 17'd 311Y C7 35 2311' SI 1V•T 7.7 28 1p-0' io S-2' SS Bd[' 2a T$' 73 T-1' 7A 17� 7 7rd 31 312 DBL B13 14 GA STL INSERT GA STLINERTV) B14 B15 DEL 43GA STL INSERT B1B DBL12 GA STL INSERT AITACHEtl I PNEESrAhWIG ATTAGWO FRBESFAjOM ATTACHE NTTEESFANDING A I FREESrANRy1s IRIS WIND MAX POST FTG MIN MAX POST FTG tAW I= P09T FTG MIN MAX PORT FTG MW AIAx POST 1iG IN MAX POST FfG "IN MAX POST FTG MW MAX POST FTG MIN WIDTH EW IIPADNS3 ON) TYPE SPACING IIM PGST TYPE SPACING (641 PAST TYPE SPACOn IN) I+CBY 1YAe SPAA:01G PN) pp9T ry,pE SPACQMa IW1 Pry$1 ,O,pE SPACING PN) POST TYPE SPACING IIM POST TYPE (SPAT) (SPAN) (SPAN (SPAN) (SPAN) (SPAN) (SPAT) (SPAN) S 11a8 1s4• 2r C2 tr4' 29 C7 2Ri• 21 C2 20-t" 30 C7 -1 2 C5 Y.10• 7 Ce n4 24 Ca 27' - ci0 11 r4' 7J 5T-0` 01 28-1• 24 194•' 32 25'-tP z4-1S• 284- Pr 2TIr 6, i t10C 1 AT .Y ! C2tc-r IB• 31 C7 1 4• 1r�' 76 C2 1 1T-0• 3t C7 2.rir C5 4 3 CS 1 WIT CS 1 24'-10' CIO T 119 r 1S•T y( C2 15=T C7 IT-1' C5 IT-1"36 C7 n CSj1W-7'3z CB d CS CIO IQ 1 24 1S-a- 30 Ir-1' 25 1B4' 1 5!5 1, B 11 1pT C5 rr•T c C7 I6-0' C5 7 19 C7 -7' 23r C5CB 7l CS 34 CIO I1rC 51 T 1Atl• 29 t6- A 7sf 76 20+•r 21 .a, Fr 34 p 1 1s 1s$ u C5 7r$ 3a C7 r5 r 23 C5 1 -r 31 C7 ttr4• n C5 7 CS1..r' 2r- 71:7` n c10 Ufa )r•Y 21 1B5• 3Q 1S-+` 7B w$' 30 1B4• 4- m f Ir•1' CB 1 -1 C7 14'-31 .4 C5 I1:S 1 C7`29 1 4• .'! C5 CS 2V-I` fS1", 271'10'l1vC!7.1' c10 1a ! S41' 31 V-I- 39 $100 lZT z4 C5 17r �s C77C6 I t7-0` 3t C7 rT--r 2a C5 CB 1 I GSfr C10 110C t7$ T2-Q' 1 1' f 7 r 1 S 30 11013 12' 2d C5 1 -0' 1 C7 1 +I' Z5 C5 1S•1' 7T C7 1G-9' P7 C5 CS iB4• fl C5 4•.M1Y CIO 00 r7C 2Z 11W 31 rl' 17 } 1B-P 7B 19'4' 71 ST4• m NOTES, 1 - WHEN THE PATIO COVER IS INSTALLED ON A BLAB ON GRADE (RESIDENTIAL APPLICATIONS ONLY), THE MAXIMUM POST SPACING G THE LOWEST OF THE'MAXPOST SPACING (SPAN? SHOWN ABOVE AND THE MAMMUM POST SPACINGS SHOWN ON DETAIL BIS7.1 2- R IS ACCEPTABLE TO SUBTFUIE COLUMNS WI HIGHER NUMBERS W771/D5E SPECff FD W T1# TABLES S1,0NU 2485 RAILROAD ST. CORONA, CA 926M 951.736A500 S5 5 qrF g CATE SIGNED: APIA 4 2016 Ach'', CI!/C-?7V�1� 26030 ACERO, SUITE 200 MISSION VIEJO, CA 92691 949.305.11501 FAX 949,305.1420 V MR MIN L �1 X19R I7-IQFI DATE OYiYl9 WA11N BY PER (71EG1lED 0.T1$ IAPM0 195 V 3.0 SOLID COVER STRUCTURES: BEAM SPANS & FOUNDATION SIZES 10 PSF UJSL,110 MPH S8.10.1 ATTACHED & FREESTANDING SOLID COVERS -10 PSF SNOW LOAD OR LIVE LOAD -120 MPH - EXP. B & C a6.5' ROLLFORM a [ 62 ] MAG BEAM 18.9 { 4' 4BEAM B4 4.5- MAG GUTTER 812 T' 4BEAM G3 STL"V' CHANNEL ATGI04ED I FREESTANDING AitACfEO FREESTANDING ATFAMISD FAEESrA14G94G ATTACHED FREESTAl624G ATTACHED FREF-STANOM A I FREEBTANCISM TRIB YA1F] MAX POST FfG MN POST MAX POST FTG MIN POST MAX POST FTG MIN POST MAX POST FTG MIN POST h1AX POST FTG MIN P'06T AIAX POST IFT.IMIN M SIT hlAx POST FTG MN POST MAX POST FIG MN POST MAX POST FTG MIN POST h1AX POST FTG MN MAX POST FTG IAW MAX POST FTO MIN Wtl1% EIP 5PACTNG ON) TYPE SPACING OM TYPE �AONO RN) ttPE SPAL7110 lIN) SYPE ��' (IN)) TYPE SPACING ON) 1YF' SPACPn (IN) TYPE SPACLNO (IM tt� SPACNG INI TYPE SPACING (N) PIQdT h, SPACING �) POST TYPSSpACNIG � POST (SPAN) (SPAN) (SPAN) (SPAN (SPAM (SPAM (SPAN) (SPAN) (SPAN) (SPAN) (SPAN) JBPAI4 TYPE 9 1 C 1208;4r 1 I C1 iteg• 15'-1P E C7 i �' 1 S 16 7O CI 4r V4, 23 C7 1X ,i3,�- 11 C1 774' 11'-0' ?• ]0 C7 1 1 •5- 16 >2 Ct 124' IV4r ]D C7 $T F}'d 19 7f Cl i7- ' 11'-0' 2G C7 •T' 7! 1 20.1• 34 S 1209 720071 M C1 Itrd 1tr? C7 94r 4}' 11 21 CI 8'-1 @4' C7 1 S 2 C1 iRB' -S111' 7B C7 17'-T 20 C1 11'8 17-17 2B 29 C7 17d 20 22 Ct D'4r C7 ;7'4' S1tB' N � .& 1 72 SH G T 708A 12DC22 Cf trd 9T y8 C7 YT' 91- f9 27 L7 P$' @-1" Z7 C7 1 } C1 II=1' 19'4• 77 C7 Tf' II'7 20 23 C1 1R-1P ITT 21 30 C7 11Y' q- 21 22 Cl iT-0' 7-Y 07 271R' W-W 75 27 GS $•V 1 7Z 7] C7 rA S I !20 OI SJ' AB C7 N•10' 20 C7 •;' 75 C7 11 • 10• 2 C7 7RT• RI 1PJ• W-10' 11Td A 20'•Y 21 1 - 3f 130C?3 q8' n C r 714, 25 1tr•1' Cl ff-0, C7 •7P, C1 C7 tP41' ! s• CS P 1200 7MC?J Zf C1 P-ST 4`17SSW 17 ZO C7 C•T• tr4r m 71 C1 -w 7e Ze C7 11'•1' 1 -10• 27 23 C2 104' Rd 28 C7 l4-0' N C2 lPd C7 10'3' 72 LZ 1P-1' 7! C7 W--[' 18--r Zl 30 C5 1T$ 1q•7• 72 7] C8 v-r 21 CA 9'-T B'J' C1 ✓r 7/ lo' 7208 720C Cd' d i 24 CI i<d -0, A 26 C7 T B-T 27 24 C7 T C7 IVF 1 3• 2] 20 C2 MISS, C� 26 C7fir 3, 71 21 C2 fT 1 C7 9=9• C7 11T•10' 32 C8 e'a 1 .y Z6 11' D 170C 7=1• i-f0' 21 H Ci e'-r Tom' 27 a C7 trA' T9' 2S 94 Ct T41' TP n 79 C7 10'4Y i'M 73 2S C2 Y•1' 79 ?) C7 II'•I• a ICI' 27 2y C2 0.5• % p C7 ff-T 72 GT 9T 26 C7 1TJ' IT•I' 51 C6 1qJ' 1ST 7] 7] C8 TS 24 i TQ 20 IY 1 C C2 'P-7' 70 G7 TS M C7 CS C7 C2 C7 P�2' C7 CS Cl C�1 90 6'3F ad 8.1. 16'J• 32 18'-�1' BI - BEAMINI BB DBL2xB,5x0.O42 8 B10 DBL2x6.5xO.032 g11 3x8xO.042 (1)'C'INSERT (2) N ERT B12 DBL3x8xO.042 ATTACKCS I FREESTATAPIp ATIAC D I FREE9TA55m ATTACHED FREESTANDING A D FREESTA13DWO ATTACHED FREESTANp14TP ARA: FREEffiWA'XND WDTH WINO EYP MAX POST SPACING • JFjGPOST (IN) MINT. i1'P8 MAX SPACING FIG ON) MR4 PCOI1,,MI,14T� MAX POST OPAQiri FTG WO MAX POST SPACING PTO YI'S IAIN POST AW( POST SPACING FTG (W) IAIN POS7 MAX POST 6PAC4HG FIG (IN) MIN POST MAX POST SpACAtiT3 FIG ON) MINMW PAST 'TYPE MAX POST EPAONO FYO (94) PO�41 MAX POST SPACING FTQ IN) MIN i MAX POST SPACING FM lNl IANMIN OST M1IA% POST IfPAGNG FIG SI4) - MAX POST 3PACWG FIG MITRIG POST (SPAN) (SPAN) 7YPE (SPAM I5' (SPAN) ttPE (SPAM fYPB (SPAM TYPE (SPAN) (SPAM TYPE (SPAN) ITPE' (SPAN) 'PE (SPAN) TYPE (SPAN) (IN) T�7: 4 I 1 C $ ?0 k14' 2ri7' N ]e L8 G9 $ 2P•T 39 2(r-IW 35 C9 1610, 20 CI -0• Hr-7• 31 C7 IZ 17S 20 21 CI Syr 1YT 20 30 C7 }3J1• 11'd 71 CI 1 •4r 11'-0' 29 30 C7 1P-3' tfiE• 72 2i 07 C1 1PS i6'-7- 32 2 C7 2S<' 36 C11 14'-10' 22 @ 1 B I C ?YA' •ir 25 23'4F r•C 30 SS A• d 21 23V' 34 G 14'-]- CI I+�' 31 C7 Iva- C1 12 7e C7 17� ZQ C1 1Pr8 29 C7 IT-1 41 276 C2 u'$ 32 C7 -t0' 36 CI1 13'd• T 1398 120C N10' ?r4r 78 70 C5 21'8 2trA' 33 34 Ga C>f 26';• '•1' 77 ]t CS 2I -0'sa•5' ;1 1s4- 17J' n M C7 Ir-2• Itr-0' 21 73 CI TILT T9J' 28 26 C7 r 21 A C1 1t- 26 Za C7 tsa t4'-0- C2 Ism' 174r 30 31 C7 2Y4• 35 C9 - t a• 73 !r 5 6 7 C 2yr 7741' a ]1 G5 -1 1g-P ZTS 2 ♦Y 'ACIS 37 23-0' f C2 1 1l 26 C7 wS' 1P-0' Cl IRS' -9' 27' 26 C7 •1T 7, 21 C1 1 -1G p,t' 2S C7 -r 74 GS 15U' Y S1 C7 21'-P 35 WIT ® 1208 120C -I 31'-9' 37 C5 204 1 d % 7430' R 33 U7F 34 C6 1r C2 374' 31W- • ?0 C1 Y-SD' C2 71P 28 C7 iD,T' R C2 iC3' 28 C7 144• 17J• % � 14'J' 171" ]0 C7 21'-0• C9 IOr 21 7J' 23 CS 9'-2' 26 CA- 23 C1 Y•T 2E ttr I C 21'J' 21'•Y CS H'4" 1 J 3i G Co 2Y4' 21 2) - x C9 114' 1 41 75 C2 Il'4' 10J' `9 C7 J' A' C7 9•T ?? t- C7 IS-0' 1 7 fly' 31 30 C7 CS 26 YJ• 2t C1 1-r 25 11' 123tl - 2tr$ CS 1�•P' 74 7T-9- 'A C5 79'd 35 C9 into• 73 CS 1tr-ltr JO C7 Yd 72 C2 8' 2a e'4• 22 6'J• 2e 53:i ZS 13-I' 3I !9'T 33 O10 10' 23 C 20'J• 3] 5 47 ]4 22'4i 9'-10- 29 T N 6'J' a C7 ff(1• N C2 T-1• 29 C7 t11I' 27 11'-0' 30 12' Roeiff-1P 34 1GT 17T 51 L9 .i 21'-1D' CS I -1' 33 C10 7 P•Y 2] 26 CS 9'G C7 Sr -T 4 C2 6'-0' �0 C7 Ta' . s• 24 C2 S-7' 3p C7 IiP!' 25 I/ 12'•6' 1 d• B13 312 14 GA STL INSERT B14 GA STL ININSERTI B15 DBL14 GA STL INSERT B18 DSL 12 GA STL INSERT ATIACAlEO FREEITANDING ATTACIEO F9EES16RDNG ATTACHED FREE@3ARt" ATTACKG I FREESTWA)M WRD MAX POST FIG MW POST MAX POST FTG111111T MAX POST FTQ NMAXMINXMIN A[iST POST PTG PST POST PTO POST FTG IAMMW4MAME!TRIB POST FTG WDG1 E}P 5PAW740 ON TYPE SPACUJO (N) TTPE BAAfjNO ON) TYyE 6PApH0 INI TYPE SPAC9A; IhY) P081 3'FPE SPACY7G (IN) POST 'TYPE SPRCIP''O ON) PORT TYPE POS1 TYPE (SPAN) (SPAN( (SPAN) (SPAN) (SPAM (SPAN) (SPAN) t20 T 22 C2 1 -{ 1 C7CB 7G I' a C2 2Q'-5- C7 •1 ZS CIS2Y•f0• '•SP M CS 2RJ- C5 CO3 1Yb'33G 2l'J' 38 C71 268' ZB IN 174" 24 ITO- 1w-7' 25 C 1 6, t OB 120C 610 23 L2 ] C7 1 � 1 � 154' 11 a• OS 8• 33 75.3 CS HIP ?Y4r 3{ 5B C! 10 IT-w S• 7] 739• 35 'J ZO T 1218 fiOC IS=7' 14'd 28 C2 u ]1 C7 S7'•1• 16%1' 23 2S CS 17C1' 1Yd 1 C7 -W 794' 7e ?0 CS ZrW 20tl2' 3/A 33J.C5 CIS 26 C5 2 ?!-r >S CB S' 1 H• 23 29 C7 18 {S+p' 30 C7 3V 2B 20'-T' 32C5 T 1 15'-I'CIS 1 �' 1B'-10' 342q8' CIS 34 C9 9 119@ 1 C }7�P 17$ 27 CS 1 •ff 70 C7 15'-1' 14,r CS IV-)" ZI 19'J' n CS 19'J•71 1T--10' 33 ]1 C5 2rZ ITT 34 C6 C 7 •9T 31 C0 1B'J' 30 1P 1 1 .7' CS SINS' 1 - 143,r 31 CB IF-P CS pa 70 fLC l21 a4t 17J' A 34T ]1 174• 1 -0-37 �170 1q8'3]120 B 17d 21 CS7T' tr-6' S1 CT 1 V 13S1IT-7- 1 r 339 5 x11' CA s70 11'-0° 28 CS I T 31 CS 1B:T 51 C5S8CS C9 17 8 1 C 1747 il'.T CSG •1 Z848 YtCB CS &19 C6 IT-0' N C9 82 NOTES. I -WHEN THE PATIO COVER IS 94STALLED ON A SLAB ON GRADE (RESIDENTIAL APPLICATIONS ONLY), THE MANMUM POST SPACING IS THE LOWEST OF THE'IAAXPOSTSPACNG (SPAN)" SHOWN ABOVE AND THE MAAMUM POSTSPACNGS SHOWN ON DETAIL 9/ST.1 2-IT IS ACCEPTABLE TO SUBTIIUIE COLUMNSWI HIGHER NUMBERS W/ THOSE SPECIFIEDIN THE TABLES SHOWN ATTACHED & FREESTANDING SOLID COVERS - 25 PSF GROUND SNOW LOAD OR LIVE LOAD -110 MPH - EXP. B & C B73 74 GA STL / B14 312 B15 B1e L12 INSERT GA STL INSERT DBL 14 GA STL INSERT DB GA STL INSERT ATTACHED PREESTANDM ATFACIO FRP.l:STANOQ7p ATTACHED 1RiEEiTANpT4D ATFAC41Ep FREE8 TATiMNO �XI MAK POST FIG MIN POET POST SPAGNO FTG MIN OfiiPESTPOS(IN) PMAX OST SPApAl7 PTp EIIN POST FTa IAIN MAX POST }�G MIN POWS(T iT. Atli PIOST FTG MPl LPo1A87lT P� MN ISPAM ONI Of0 nPE(SPAN) SPAQ7� IBTI TYPE(SPAN)TYPE19C71 BPACIPIGON)(SPAN) (SPAN) 14'-0' '$ 29R 19 14'�7" 1 -1' 2, 18'S 72C5 Y1TPG 18-7'31C7CSn6 1 T3=9'7.1- 13'd I C7 17P 22 15-• A1GB JVI""N�DIND ti.l--M$ CS 1Yd 32 C7 7i C5 1i-0'C51647'O5IPd 5'41• 281:5 If1ST Y4 00 B 174' ITy 1 IPd i3 i • ]] 7-7CSC51 SC N C7 C5C5 1 -116=C Ir O iE•10` 28 V' IS 7a 8'i' 38 w-r 98 1P$ 1 C5 4r ZJ 1Ti' 22 C5 i' 31 t -W 23 IN-Ip-1 i 41OB 1S-i' tTi' 75 IFi• C1100 1PA' .?• 23 II it'-1- lP.p' 31 f2'i' 24 t'ca 171P 15=1` 27 Z4 ITT- ?8ST! C5 Cd IY-P' 1ti-r 25 G5 11K' 116' bi11R1' G9 C5 C11 P4l G5pC fY.2- lPd H 27fi4;' 08C51P.T C5 IPd 1r 1 !1 H 11�7' 7d CS C5 Iri7 35 C914'i' rP<' C5 CB 14J' CI11S-9' CI f5-W 3 CB C71 OC B !S i' 111T f0'- 11'4/ 15' 28 3 1gt1^ 1 ''-9' L3'4C ]! I -1' �1, 29CSC11D 15-1' .�, 9 n 11 i• P• 34 1a, Ir 1 A• 2B NOTES: 1- WHEN THE PA710 COVER 19 INSTALLED ON A SLAB ON GRADE IRESIDENRAL APPLICATIONS ONLY), THE IMNMUM POST SPACING IS THE LOWEST OF IDE'MAI( POSI SPACWG ISPAW UWUN ABOVE AND THE VANU V3 POST SPAV.WA SHOWN 9140E TAIL WIT I 2- IT IS ACCEPTABLE TO SUBTTUTE COLUMNS W/ HIGHER NUMBERS W/ 1140SE BPEGFIED W TFE TABLES SHOWN ATTACHED & FREESTANDING SOLID COVERS - 25 PSF GROUND SNOW LOAD OR LIVE LOAD -120 MPH - EXP. B & C 6 5" ROLLFORM a$� a MAG BEAM B9 4" WEAM B� 4.5" MAG GUTTER B6 B6 7" FBEAM 12 (d3 STL•Ir CHANNEL AIT14I13EO FREESTAUCM AWACHI;D FREESTAHtAW7 ATTACI FKE97AIJWZ ATTACHED I FREESTANEM ATTA010 FRE£STAmm ATIACHEQ I FREE9TANOIn WIND MAX POST FIG MIN MAX POST FIG MIN MAX POST FIGPOST MIN PC9i MAX PTG ',IN, MAX POST FIG MW MAX POST FTO AIW MAX P09T FTG FAIN MAX P09T FTG MIN MAX POST FiG MAX POST FT13 AIR!MIN MAX POST FTb MAX POST FTGSY�dTiN+Ems.P091P09T IN hOOTRIO SPACNG PIN) TYPESPAONGI 0M l7'PESPA,WjGNryPE SPACPIG (IN) ttPE 6PAC91G ONI npE SPACIAO PM PAST TYPE SpAC•eNO 0N0 lYP4! SPACING (W) 09iPCNTPOSE �, OpAC11J0 PM�MNT 1.PE SPALrlO lI'0 ryp SAACik3 PM TYPE SPACING 0N1 POST TYPE (SPAN) (SPAM (SPAN) (SPAN) (SPAN) (SPAN (SPAN) (SPAN (SPAN) (SPAN) OFAM (SPAN) 5' s208 r-1' tF Cl 8.9' 17 C1 Z6 51' Te C1 1 - 4• 1 Cl to 2e 1iV• le Wa 11OC Y4r 14 Y-7 6•T 18 r4T T7 11t4' 21 wa as 10'-2 20 7V-3• ai II'.T i5 CI itr-7' 29 CT 19'•7' 7 CS 1 �l � r 1208 S'4' 1B r-1P m i 18 T-IfY 27 ia4 10 wz• 2fl OrT le 1 29 iPF 59 1fT.1' 24 le'-T• s •T M 1700 r-0' 20 CI rd• 2d or 2R C1 2 10'-9' Q v.i7 ]51 C7 d. 1 C1 -0. 21 17-3• 7l Q YS T6 C7 i's' 2B C5 ! -1P 7 T 1299 r-W 1A C1 rS C7 r•IP to CI 718' C7 9'-0' 19 C2 C7 B C2 -T C7 .T' 7 1T'-0" 2i i20C T-0' 23 T-9' 28 T.1P 21 nr 2p 10'-11 T3 r-A 3D rA' 121 9'-9' 2y PE' 2z C2 7a' C7 16'� 2! CS 16.1• m GF 9CI - ' 19 21 TR' 4' m C7 T•r T-T 19 21 CJ T2- B-1P m 28 C7 9'4T •sl 70 C2 r 1 C7 S.r + C2 -]' 30 C7 7T 20 C9 V4, 31 C7 1 Y• 71 C5 +R'-0• 1M4• 3y co P-ffr 23 C2 K-0' s G C2 Ta' C7 T-T IQ 5.16 C, y1 CS 1 0' a' f 0 R' 71 C7 Y-0' 21 r- 5 C7 + a CS 1 d• 7S ' 27 T-0' 20 T.I• 22 aw 29 fie' 7 r.r a+ T-T 1 22 nA' ie !F4. 7s r. • 'Ti— + : 14W CI1 1a JjG2 • I9 C2 p C7 GS IP C2 6'A' 30 R.7' s rd' 1Q T4 2a C2 7i C�1' t 6'- 14'- !4'.1P' 77 Y 72 G•T' 70 ra' 72 S'-0" C7 PN• C5 31 C7 a. i 7L C7 9' 7A CS A• C7 1 CS �E. C11 3' T2 C2r.T 4P a3 3 64" as 20 22 C2 b 6•-z• 3o C7 -1P G5 T-1• 35 C7 Ya r_r11 21 P rs C71]'�1' 1 As H ERP T2' CB .1 'p 7 m 21 C2 r4•3t5.3' 3 C7 11 C2 94 al ]u C7 3' 4• xl 1N C5 33 CB S 8 21 C5 7%r .3' 32 I C7 r5' s-t9" 2t 74 C5 ra• Tr 31 7R CS dt3'd'761z C5 Ip p Ctt I-BEAMW1 B6 B9 OBL2 x 6 5 x0.042 B10 DEL 2 x6.5 x0,032 B11 3 x 0 xO.042 B72 DEL xB x 0.042 (7. (2)'C'WS INSERT ATTACIC FREE9TA+DING ATTIC FREESTANGN'G ATTACHED FREe9TAFArxi A Q FREeaiAN[!HO A1T O FREEdTAAiC4Ap ATAG4:Q WIND NIA% POST FTG AIW DStPOST MAXMAXAIAXMAXMAXAXMAX FTG MIN PO4TP03T FTG MW POST FTG MIN PIN POST F1CJ h1W E POST FTG I,IW PST POSTFTOAPOSTPOSTPitPOST M1IIN M1IW MAXMAX i'TO A11N FT4 AIINMI,IIH1RIB POST FTG SDBTGONJTYPESPACING(IN)TYPE9PAC8Jp ONI �• SPACPJD CIM TYPE 'CHI OM SPACOJa OM ttPESPACdJG (INI TYPESPACPNO 0N1 QPOST TPEiSPN�IIG 0N1 SPAONGPNI POSTFTO TYPE 'MA ONI "MIN1Y■]1HE>P9PAWNG(RJIIYPE CST ttPE (SPAN) (SPAN) (SPAN) (SPAN) (SPAf1J (SPAN (SPAN) (SPNO (SPAN) (SPAN) (SPAN ImB uz 2r4• 34 CS 24•A0 24ri C5 Cff 1 - 'r cs-0. sot• } Cl + -•1•1 C7 Ol C7 C .T 24-Y z7 �• t! I IF + ow 29 la6• 2S t3'-1O' 21C2 C7 s two 21'-0 1 C5 •$, 3i C9 2T 5 C5 -1"36IPJ' la CZ iz-r C7 P4r TS C1 PdQ C7 re, 1B Cl ltr.z p C7 2-+P 1 AR C7 214' Cs iaT 17.1 1zW 11 1 e F r 1r4• 35 23••3• 28 114• ra• 20 P TIP 2D 2 T tzo 9 YS ts•t• x C10 d' 2g CS 1•I• C11F t1•i 31 C7 x M Cl v.r 6'-tr IB OI rot' ]0 11'-3' 13'{' aT C7 564' -2' 120C 7V- d• t6 A -7• 1 T-W T_1' 21 T_tP i1=r >z B. I108 IY4' ZB 1rr —Tr 37 C1t CS N•7• C11 C2 �; C7 18 Cl C7 sL' 1B C1 C7 f0's v CS Off 1200 17-0' 27 37 27'-Z' ap 1sd• 7r i•1P 3F 7-1• 74 i•-2' 74 fid• 21 fi-1P 11-1P 73 s 1 8 16•r CS t'-r ] C11 CS + d' ellC5 9" d•W 1 C2 al C7 -9' 1 C2 -s 1 C7 _ 1 CS D-1P M CB 7 ' 4T I2OC fa• 70 1T-0- 3� 2ad' 1 1 36 4S' S-T 72 r-2' ]p d' 1 r 12DD taa n CS lr-0' 3e C11 tdP C5 1Yi• ri C11 CS IR7' S7 CS ra iS C2 nP N C7 5E' I C2 Fr 31 C7a R11• ]+ S +YS 31 CS 17AC 141T 70 16'4 isa 2 la•1' 39 Af 1-0 ]a 'S-1' 77 i' sl T3' 22 5-T 11 IP8 11' + B 16'• 21 C5 C11 24 C5 leer 40 C C5 9-iP CS -IS• 10 C2 74•3ts I 120C 1 1rI I -I. VFW i0 F r4' 22 TW 31C7C21z INS te:C �. +fib Ctl C5 - 41 Cll I2D C 1Y•T ]sIYS 7332 tr-7 4Q 8312 B13 14 GA STL INSERT GA STL INSERT B15 DBLB14 GA SXTL WSERT B16 DEL 12 GA STL INSERT ATTACHED I FFEE5TA7:xu3 AITAChED PRoeso om ATTACHEO FREE3TANDM ATMCI4ED FREESTANCING WIND MAX POST FFG MIN MAX POST FIGPOST MAX F1 h1UJ MAX POST FIG MINNIAX POST PTO MIN MAXMWMAXI.IIN POST FIG POST FIG MAX POST — AIINTRIB Wolff EYP OPACWr3 (00TYPE! PO31 BPACFJQ 0N1 �111N 1fPROdJG (IN) POST TYPE 3PAC4VG 0Nt P087PO3TPAf3iPOST TOPE SPACING 0M 'TYPE SpACFlO OM TYPE SPACNG ON) Trpa SPAOPIG 01f) POST TYPE; (SPAN) (SPAM (SPAN) (SPAN) (SPAN) OPA24 (SPAN) (SPAN) 5, 1 + IV-7 S r 20 23 15.1C2 — 14•r 1 31 C7 M-0' Ter zl 2,4 1"" Ir-T 2 ffi � 21=7 Is -!a 25 � 21'-S 2a-1` 3t 3q � 23'-2 zR1a 2J 28 � 23-Z 2z-w 3f 39 � S, 1 7•r 20 CS l •Y C7 1 -1' 1 15:1' I d CS 1r4' 21-2' ?A 21T 1 10' 23 11••1• 77 IF 14'-3• 32 WT 211 1 4•I CB try-1P '�1 2s-I" M T 8 lwc IPr $ItIT 21 24 W U-0' 72 13'-3• 3J Ir 16-s 19Y 1 r C9 19'd 2 jfr r 1&'•T 35 1 Cfl 13ig` 25 S Im I14 21 C5 CS 1 1' G91T4 1 •+• CB�'CSlSd tC 1P IS•f I +64• CS17,11, 1 C11 1 C Y-T 24 -IP 26 ,r 29 s 1208 7mcIP-r Tar' 22 25 CS I C8 14' 11•.C5 23 I d` 11'-S• 34 54t{-fP CB iY-1P CS IS• 1S-r 36 ell t s 28 C5 4• Pa• Tr a71210 Ctl 120C 1 ta.v 22 25 C5111, $1%O' 35 p t -1'G11 1417 mr-Tt20r C5 I C11 11'T 34 r-0 N=1• 2S r-0 sS 23 20 C5BC535 ]1- 7711'•r 35 C9 14•X 134' 70 29 CS 1 d v C11 '57r1mC I5,6' 14- 17C509Hr_r 1 X . "I1e11' 11•9 3 C s-1 1OS' 35 Tt•17 7f1 CS 171' 7/ 14••IP ]1 7 SS C11 f" 1P4' IDTE8' 1 -WHEN THE PATIO COVER IS INSTALLED ON A SLAB (14 GRADE (RESIDENMLAPPLICATDNS ONLYR THE lAA)QMIaA POST SPACING 6 THE LOWEST OF THE -MAX POST SPACING(SPAM' SHO'NN ABOVE AND THE MAXMUM POST SPACINGS SHOWN ON DETAIL SIS7.1 2- IT IS ACCEPTABLE TO 6UBT LUE COLUMNS WI HIGHER NUMBERS WI THOSE SPECIFIED IN THE TABLES SHOWN ■ 2485 RAILROAD ST, CORONA, CA 92880 951.736A500 Fssid,. �. w S cr CAL1 DATE SIGNED: Api 25, 2014 rA 26030ACERO, SUITE 2DO MISSION VIEJO, CA 92691 949.305.11501 FAX 949,305.1420 T*T. r�nRBAs „AC MTE OESCPIPTIO:1 d JIIELJBB4 N-1011 DATE 9V16'1A I WIYIf BY RER f:IELliEO Kw IAPM0 195 V 3.0 SOLID COVER STRUCTURES: BEAM SPANS & FOUNDATION SIZES 25 PSF LUSL, 120 MPH S8.25.2 ATTACHED & FREESTANDING SOLID COVERS - 25 PSF GROUND SNOW LOAD OR LIVE LOAD -130 MPH - EXP. B & C B 5' ROLLFORM a MAG BEAM a 63 4'EBEAM 4.5'MAG GUTTER a 3"SQ, ALUM W1 f ES t 12GASTL'U'CHANNEL � 7" FBEAM TADIED i:MESTAimun TACHED TREESTANOM ATTAM• ;ED FAEESTANDTJG wh G FREEgLVa',7)Ki RTTACAER I FREESTANDING ATTACHED FREE@TANOING' TRIG WINO MAX P037 F!G MIN PGST MAX POST FTG MIN OST MAX POST FTG MW PAST MAX POST F7G MIN MAX POST FTG1. MIN MAX POST — MW MAX POST FiG Mvi MAX POST FIG MW MAX POST Pl0 MN MAX POST FRS MW MAX MIN AN% WqM EW (SPAN) (SPAN) PM TYPE SPACING (SPAN) ONO TYPE SPACING (SPAN) PNO }YPE (9PAN)G (IN) P0.4i 15'pE S(SPAN) XING IP$ITN) 7Y T ON) E ®(9PAgM lM PGSi liPACFm P 1 1) PGSl TYPE BPACe4G ON) PST TYPE SPACWG ON IYpE p05T BPACYiG F7G (Ui) PST n POST 9PAF NND FTG PM POSI SPAN) (SPAN) (SPAN) (SPAN) (SPAN) (SPAN) ttPE 5' CI 7! C7 1F Cl 9 7'-10' C7 1 >Q C1 Itr 79 C7 d• 1d C1 Sd:r• C7 i1'-T f9 CI 1@•r 21 C7 9p; Zd CS 1 { 170C Iwo gtd -r 19 -0' C-IF iB a aS 1f ld-0' 7 ZS 16 Idn• B-1G• 1d-3' 1Y-0- 72 C7 C1 T-7 i i1:5 f A' 77 20 IO.a' d-1• 29 -1' d' 29 ! •r 4 CS Ty" C7 C2 C7 @-1• C1 S'-T C7 L2 29 C' { $E' SF CS • 6-i' I (U7-T 23 @a• 39 ➢-V ! zp T 130 R !'-1C lv C' B'.f T.T .1d C7 !9 C1 y C7 74• 21 C2 Y- 7e C7 t-9• 20 C2 V-T C7 1G• 21 C2 .@• 1 75 1HY I]OC 1J38 B a 7Acis T - 22 A 7.-1, - 21 9'w' Y0' 23 zl a•9• -r 23 Fr •1• 29 m 1@S 1 S 21 IS iS-r 33 � L9 6 i T-7' 18 C7 12 C7 C2 TS .TO Ss C7 •T 7v L27 ear 29 C7 � C' 1 C 1308 d S••17 C2 L"2 T•1' 'T @d V•Tff 27 M >9 P•51 2I Zb Cl Y-9" 6'-9• as' - 71 70 ew K-r 24 >? d' e'-T SO R T•11 d Td' Ty" 1 27 I 9'-2' 0-0• R PV i'+9' 29 71 16.1- 1 iC-0- S ,l9130C 3710' C7 L7 C7 C5 02 iST fQ'd• 29 111 C5 CI1 13aB trd' -T A A Ba' SO' 23 ]0 6'-7' -2' 2/ 22 B'd' y' 71 =7p Cfiy' 1i'{ 7g C2 C7 CS CB130C C5 C11 V-T @i' a G-0f'•tG 71 T-Y C5 ffC,7 T 2 •T 30 1 g @•T C7C2 B•T 7i 64' CI1 70 C7C5 T-SG F•Y }] T-0' FS - @-2•J2 13'- 61' 31 Q 11- 21 6d• 24 C2 F-1P 31 ri L7 1T-1- 1S 70 ]1 T ]I-5{->r CTCSCBCS 22C7C21 C3 /7'-1' 17T NCS ri CI1 5-v' 6'-T 87 (1)'C"INSER7 IS (2) C INSERT 69 DBL2 x8.5 xO.042 B70 DBL2x6.5xO.O32 3 x 8 xO.042 8 DEL 3 x8 x0.042 8 ATIACHED P: EEOTANW70 A17ACWE0 F6EE2iANGNC ATTACHED FREEBTAN0710 A VMESTAFMM ATTACHED FFEUSTAND04 ATTACHED PREECWIDICG WINO E7P MAX POST BPACPIG (SPAN FTG OM MIN POSTPokTPq;i TTpE MAX POST SPACWG (SPAN✓) FfG PN) THIN Ty(IE MAX POST 9PAGNG (SPAN) FfG (W) MRI TYPE MAX POST 1PACQ4G (SPAN) F76 QN) h11N fTPE hWC PFIG RPAG1# (SPAN) ON) MIN PD$I TYPE MAX POST 6PACvffi (SPAN FfG IW) MIN pOST TYPE MAX POST 9PACN.Y (SPA N) F7G lW) MIN POST WpE MAX POST SPACING (SPAN) FIG W ( I YW PO$iJ.T,�� TYE9PACN0 MAX POST (SPAN) FTfl IN l 0O MAX POST SPACWG (SPAN) FTq N i) M0iAIINTR1B T PESPRCFXi MAX PORT (SPAN) Fftl (M T T•V MAX POSTWCrK S(SPAN) (SPAN) OM TYPE 5 6' T d. V 10' T300 130C 1300 22-7' YI-z 2ra' 74 7q CS CS CS C5 C5 21'•f' L2L. :ICI' ZI CS CS CS CS CS C5 7]'-3' 7 c9 11K' 20 Cl 12-10' C7 CI C7 C7 CS CB r:• r-i• e•A' P '!•d' 1 1 1 1 C' C7 Cl C7 C2 C2 10-W Hsw re• 30 21 C7 C7 C7 C7 C7 C7 C•11• F'd• C-0• 4' 10 I 19 24 c' Cl Cl Cl C2 C2 1 - 1d 3' tr.f0' R9 C7 C7 C7 C7 C7 C7 Ti-r zr CZ CS CS C, C5 CA }y'-r SI C7 7G•: w-I@' JH 35 c11 C9 CIO ,'(�{• 2Sd 7N 7t.r 21'a9- u ,•@ cis c9 lid' 17{' 72 2D C2 C2 C2 1z-0• 11'-9• ,a-V 1Y-1 tl'a7' 11' 23 2• ui ii Q' 3 7 co Cd Cd Ca Cfl CF ! 130E a - 4 IV -IV 3fi 39 ? a' 72.1, 77 26 a 2R--9• fY-10" Iv-1 1 1V�• IT ]0 11 C11 C11 C11 C11 l.:1G Y3 21 11'fi' 1 .1R GI Cl' 1S r;' 73 7a 7y 13'.Y ]2 ] 170C Iv-1P 1 Te'•1' 16-1' J3 C9 CI7 C11 C71 1'.tp 1'r •1P 7C•d' 29 Y6 `.8 W F-IG 2] 2t 1@-2' i 31 :� •11' .l0' C a-i ?Q 3@ vy, $ p g� S 5'9' 3'y 7T9' 22 N 22 10'S 1 - f0'-,• Y.}' v'� •11' 74 23 T7 Ty 17y' 11 6 11V' r u ].1 130C T90 1Y•Y la-T 71 1T-a TT --A' Y-0' C CS CS C5 .r Pi 31 37 Bd' Ta 2S1 70 ]1 6'S @$ S-7 Bi 80 y7 71 130L T FFS t60• El 79 1a�r - 2G-!• Vol 31 7 5 a• Tab' 7d ]! C•E' g VAr VT 77 33 s11 11=r lorr S4 ] 1 1S-I• d, I1' 12' 1705 1 O 1ET IS-1P 29 C5 CS 16-7- 16-r 1 .1 91 C1t C11 fez id'-9' 26 32 CS CS 1 O' 1 1T9' 4Q ,IQ At C11 Cl1 AY 7:5' -Y 75 C5 C9 rw @+P i' 1d.Y 3] 7] CS G '•10' S 70 ! C2 C2 7'a ;7v ! ]i ]1 C7 S-0' i'.e' 20 2] YI C2 C2 Y6 5'-I' 31 71 C7 C8 r.T -1' 9-0' C5 � yy •1 Ti- 35 3] CAD 1 C 1512• 33 IT l I. T-T -IQ' ]7 -r C-r 4i. i'fi 1 T-Y B13 14 INSERT GA ST8DBL 3042 BEAM T Eta 8 L 12 GA SINSERT 14 GA STL INSERT DBL 12 GA STL INSERT A I FREESTAM VA7 ATTACRIED I PREE$TAND?q ATTACHED FR1ii8TAhp{NG ATTACHED I FBEESTAIIGOK3 IRIS NANO MAX POST FTG MIN T AIAX PQ4T FTG MIN T MPX P09T FiG AIIN MAX POST FTG MW h1A% POST FM MIN MAX POST FTG MINMIN 17q MAX PORT FlC MIN DP bPAPNG ON) TYPE SPAGIJG ON) TYPE SPACING IN) P09i TYPE POST TYPE 5PAi]Nx5 PM POST TYPE SPACING (IN) POST�) HYPE POST 6POST 110 P06i (SPAN) (SPAM (SPAN) SPAN' (SPANI (SPAN) (SPAN TYPE (SPAN) TYPE Y 1708 ISOC 1i>•T 17'•Y P 21 C2 li'-1P ]1 C7 16w 7i CS 16.Y 71 C7 21:T l OS .IQ' 3( CC I CS 7]+ 71'-3- 37 Il t3'-t0' S] C8 "I". 25 T7•X ]] Cd MJ' zr 1 �- 3B C10:e I30! 1JQC TT-t• 12-7" 2i CSC7 1 ]S 1 -114! C] C6G5LG51 -i 31 73 •10' - G9 01CIO T1 1 371' 1x•T J2 Ti' 2i CS1Ti• ri C91@-0' p ITd' JS 1V•P 06 GIl 386C N'd' M }Y 77 1Y-9' 2B W1P 32 te'.i' 79 CS 164' Ja CS26 IF -IV 29 CS 1C-r -JT C7 d, 170 B I [ IY'i' Z C5 51y try 32 CS }t. • -r P CS 32'1 12.1' S] CD mr.T CS 1@-7' Ll try 7 CS 18'-1 C71 1Ba' p 1 ' Sp V T308 130C lwa ,da' CS Tr•T lay 33 C6 ! Ira' 2• CS 12-Y 114' 3S Cfl 1 •T9• I4S 24 CS tC�d' ]S u1T STY• 71 C5 1T-1• 14-0• A sT CI1 W-r 76 C70 1 3.1 10 I" 130C 1 - V-9" ?•/ CS •T d•lp M IF GB IvyCS 1 4i' Zt 51 1 -1• 20 CS f4.1C 1 Y Cit 190 1 -1 10 01 CS 1 t5-T Sl Sr C17 f7i• 34 G I3- 70 11' T3QB 130G V-0' 7 2i 77 CS mr 4d 34 34 CS 11T 75 7 CS 1,••1' 10.3' ]3 C9 14'i' 7x 7H CS If-T 17'd' 37 77 C11 1Y.9- 1F'-2' 743 ]7 CS lYS IW-S Id U C11 1Y 1 B IJ9 CS CS 10- v-10' S C� 1 12:T' 31 C5 13'-r 12a' CS1 P 4 r ri CS u�TO' •� C11 r•r C9 -P 7i NOTES: 1- WHEN THE PATIO COVER 19 INSTALLED ON A SLAB ON GRADE (RESIOENMLAPPLICATIONS ONLY) THE MAXIMUM POST SPACING IS THE LOWEST OF THE 'MAX POST SPACING IS PANT SHOWN ABOVE AND THE MAVAI911 POST SPACWGS SHOWN ON DETAIL BIS7 1 2- R IS ACCEPTABLE TO SUBITTUTE COLUMNS W1 HIGHER NUMBERS W1 THOSE SPECIFIED IN THE TABLES SHOWN ATTACHED & FREESTANDING SOLID COVERS - 30 PSF GROUND SNOW LOAD OR LIVE LOAD -110 MPH - EXP. B & C a 13,5'ROLLFORM B2 MAGBEAM Bg 4'FBEAM B4 45'MAGGLITTER BS 14r,33SQ. ALCHANNEL T'FBEAM TA771E0 FAEE8TANCNJC AT1A1;3ED KAEE6TAN�TaQ ATTASIIED FAEESTAkpNO ATTACHED FREESTAH011A3 ATTACHED FBEESTANI)NO AFTACNEO FRFES APIC,1F TRIB WINO E)4' MAX POST SPACING J_�M,,. QN) 081P057 MAX SPACING FTG (IN) T u'�MAX POITFTGPOST IlPRChN3 DN T SPACING QN) MIN MAX >iPAC416 (� MIN MAX Ap$T SFtA1JN$ MIN p48T MAX tYO MPrMAX P'OSFOSI POST FTGPOST MNMAX T FIO POST POST PIO OS pp 7 }�GOTppgTpLNWDTH (SPAN (SPAN T1'PF IA24 1YPE WAM(SPAN air TYPE TYPE (SPA N (LV) 5PlVCCY. {VD SPAN) TYPE SPACM (SPAN) (U9 TY SPACING (N) T BAACv90 (NI TYPE (SPAN SPACING OIN TYPE SPAC2dO 9N) IYPE (SPAN) (SPAN)110 dd t8 5 i B 1tOG 10C1 'a tT C1 C1 7=tP T•7 T-r ?Y->1 19 Z9 C7 C7 1D% 16C7 1Ib' C2 4.A C77 9-9- C1C IB-P 7-3' �PAIOt 3° 20 C7 iP' L' 79 31 73 -19' CIS lfi'-T y7 r-11' T-Ir 1 jjtg'C2' dr 7iP CT C7 R9' TB• 1 8-9 1A I �,C2S'$• •1' 7r 1 1 8111'S ATS- A r4• 19 • 10. N 110 1P• 6'd Cz C2 9'-t0• 3a 3Q 9v C7 IN C2 C2 &f 0' Z9 C7 C7 C7 Q�T• tr d-1• 19 1 lv C5 9.4' C5 S'-r ad• e'a' C5 r-7 31 3; 7I C7 C7 CS Tr0' T-I D' ram- Tom' c-1r ' G T9 Z1 1 1 CZ � CS 5''7' 1 C7 C7 C7 C7 d'S• 19 1' 1I 05 a � Q-1Q' ]f -E' 3 C7 d n C7 d�• u 1 t5-0' 15V" 1 -0• C5 T C71 m t4:g• 1a'-r �T C5 fi•5' 77 C11 u.1• xi a-1- Irr x C6 19:9• � al rc aF 3s ' ff Ta d•Y C-r S'-t' TS' r-r r-2 C-1• ]I 31 g•-0- td as e'-1' r 110C N 5'd 8P 30 I SSA' d• 31 E+Y' 20 C$ Ira 99 1 31 a'-1' r-0• 21 G noc 1v OG tF m di' 31 Inl 11' Q-r 1 3 u tr Rt1• a 21 C2 sa dr 31 31 C7 5•tr 9-f0' n d.1' 1 � 1 Sd• s 1 p Q.17' p. >Y TA' T 33 34 Yl 12 11 d C7 S•C ;1 1 1 C2 C7 7,�- d � � 7,7• C5 as C5 Ca T$ 73 � CS � lY-9' Zr � 1 ,� � C11 1Y-T $i .tp' 74 17T 7! C71 11 Td 6-10' .¢, TJ' B13 14 GA STL INSERT xS 8312 B15 8DSL12 GASTLINERTB OBL 43GA STL INSERT GA STL WSERT ATNGrtO PREEBT000PS ATFACWTl NNE&TANDM ATTACHED FRGISKANOM AITAMUD FREESTAMYNO TRIG YANG MAX POST FTG MIN MAX POST PTG MIN MAX POST FIl1 MIN MAX POST MIN h1AX POST FrG MIN MINPoe M1WX POST FTG MIN MAX POST MW M• MII 1AiOTN FJp aPACfIffi 6N T TYPE aPACvkr 9N T TYAF �ApFp (IN) PCm TYPE >lPAC9AO ON 1_1,.BT ri?E SPACING 9N TTAE SPACING IW) POST riAE OPACihTI FFG pN P65T POST SPACING F'IG (p0 POST 1108 (6PA11) T d t0 PAN Sl 7' 77 (SPAN) Wr �20 (SPAN (SPAN (SPAM 2p.Y (SPAN) 1=T0' TM (SPAN TYPE 5' 6' Ci C7 as 1S-r IQ,34 r le-7 37 37 S1 C7 id 9-0- rr-r 71 n 21 CS 21'•IP 2VA- 3a yy C9 110C lion t3'd f d 21 19 1 .1Q 1 ]I .z 14%r 20 T 1 31 33 C9 2T10' •0' 74 2] r 1 .1- ]3 Cr 13. P 13'S 27 7f C5 1 1rr 93 31 Ca C6 Co 011 C5 C71 t C 1106 rid 20 fY•1• 24 27 LTd 10 1d•T 73 la- C5 11 3] 1 40' 23 C5 iG r 23 C5 C5 C11 1 C 1Ti9' 22 II-171 al 117•r 3A C10 1 X a-1- 6 A 11 Tme ltil- !�7 Idd 23 H C6 CS 11y` 11.1' la 91 ]4 C6 G 1 41 C5 C5 1 i' 1><I' IRO' 3i 'Si ] C6 C9 19W 3 C5 CS tY•SP 1SR' iaq' 7r SQ 3r C11 1 i' ?i CS 1 r 35 C11 •}• 1d 23 21 1T 144T 2a Imo, 1d�- ?A I 1 �' 37 Sa IIOC 110 I11'd PEW 93 21 106 -Ynij 11 u' 11'i' tr-r 13t6' 35 ] .A' 15-r Z d - 3915 10' CS C9 C5 745' 37 C71 C71 C5 C3 C11 C71 C TiTP >] •17N fv-r O 1 d 13.1C 11• 12' lice P-r ]1 C6 C5 i-r n C5CI1 CS • Se12-10 Ctt 1i C5tl•]' C5 57•T 35 C11 C1t ti'.tD' 2rtfi1C C5 C5 If IC-S 1 0' S9ITar 19C71 AOC1tSfOC 7 1tOB V'r -Z' -e PS• 33 1 12' t23' Tr-0' a'.11T 19'3' U'3' T7 S 25 P-T 2a -1'?y 9-So- 17A' NOTES: 1 -WHEN THE PATIO COVER 19 INSTALLED ON A SLAB ON GRADE (RESIDENTIAL APPLICATIONS ONLY), THE MANMUM POST SPACING IS THE LOWEST OF THE'1AAX POST SPACING (SPAN' SHdNN ABOVE AND THE MAMMUM POST SPACINGS SHOWN ON DETAIL alST-1 2 - IT IS ACCEPTABLE TO SIFITITYM COLUMNS W/ HIGHER NUMBERS W/ THOSE SPECIFIED INTHE TABLES SHOWN ATTACHED & FREESTANDING SOLID COVERS - 30 PSF GROUND SNOW LOAD OR LIVE LOAD -120 MPH - EXP. B & C 6.65" ROLLFORM 6 { g2 } MAG BEAM g9 4" 4BEAM l 0•f i 4,5" MAG GUTTER 'SQ-ALCHANNEL 85 g6 T' LBEAM 12 G AY1Rµp:Q FREESTANMVG ATTACHED I FUEBMM40 ATTACNEO FAEESTANOM AITACHm I FREEITAHOPM ATrACHM FAEESFANDINO ATTACHED I FREEOVUOING TPoB WINO MAX POST FIG MIN POY7' MAX POST MW pDSiPOST AIAX POST FTG MR7 AIAX POST FTG. MIN MAX POSTFTGPOST MAX FTG MINMW FIG MAX POST Flid MN 111,9PACvIG h7A% POST FTG MW HMX POST fTG MW MAX POST FTG MRJ MAX POSTFGW✓01xEypSPALhYCI AIIN ON) TYPE 9PVICCJG 0' OM SPACING OM 1YP@SPACING IWI SiPOSTpOrTGST TYB SPACING (L`JI �'IIIPN E. SPACING lLN) TYPES (1'0 TYPE DPA;T IWI POST (W) OSIf TYPE! SPACING OMTYPESPACeJG POSY (IN) I TyPBSPAL3iP (W) PQBTOM (SPA) (SPA) (SPAN) (SPAM (SPAN ISPAM ISPAM (SPAN) (SPAN) (SPAN) (SPAN) TYPO 1 r 120C rd C-T 17 19 C7O7 rJ' r-3' 1B C1 r4T C7 1 V 1V• I 21 C2 1 1a-1' O7a5 10 C1 iV3 B'-1P ?B 29 C7 S 10'S TE it R TT7a• 1J7d' C7 161r 1a'T• 73 C5 t - rl20C l200 T-11' IT C1 29 C7 r-s• T 10- 1 -10• Jp to rd >0 .r 1B 0'd 30 1rS 23 16.1P 23 C9 r-tv g4 as T,-B,C717-Z 22 C2FT C72i c2ir C7 I 2l C2 J' ]5 C7 1Ts• 28 1py 34 GO T 120r 120L fA- ra' le 20 C1 r-0- ZB 28 C7 rS Se C7 V•1' Y•r 70 C2 r-0' a-r 31 31 C7C2 71 k r-7 Y-0' 30 30 C7 RT ri' 1 22 V�3' B'-0' ]I 11 fB7' wr 2E 1r.1' 'T' ]6 35 C9 TS 2p C2 T 79 YC2 IZOB fi-1P ie 30 L7 T-Y C2 r•fA C/ r-T CSC7C2 79 CS 49-P1- 120C 9!1' 21 T--" 2t A22 T-1P 31 C7 22 CS 6'-T 1 C7 IV-(r C5 4'-YT' 3S C11 Y110Crs21C7SS .i"0B SS 79 rfP 3Q r9• 19 21 C2 Y•T rx 30 35 C7 fi=5' 9'-r ZJ dsr R A1p C2 T-7 T-0' 7 1 C72C7-L'C5! 61E' 20 YS J2 14:1' 24 w.s' ST p'-Z ] G72 B 120G S •1 g 31 m C7-I" r 1 C2 F-C r•Y' ]1 ]0 C7r-r TS C5 Ca 20 22 CS 7-e T-1' 22 C7 '1' Y•s 21 24T-9'S CS 9'a' 73 C8 It -1 CS wrCIl f7S 3e 120 126E .' 5'•Tff 1r a C2 83' E-0' 3i 31 C7 Y.iff fP•7 19 72 C2 6-r SC10' a3 31 C7 r� ra- 21 24 CS TCr T-0 33 37 CS05 20 23 c-i S4r 32 C7 T-S 21 24 CS T-1P]3 11 rS ]la Ca 1 .c 2 CSC17 17a ]! C7C5 1P ra' G7 1 Ce2$ CS W i' C5 CS C5 C11 8 3l -ir -r G•iG 24 Rr 37 1 .2' 79 17•T 31 B7 A# g6 g9 DBL2x6.5x0-042 B70 DBL2x6.5xO.032 811 3x6 xO.042 812 DBL 3x6 (1)'C INSERT (2'1-SEA xO.042 ATTATSIEO F11USTAIUHO ATTACHED FREESTANJUM ATTACHED I FREESTMOND ArAC14 FREESTANDING A1TAfJ�D FREE41TANDIPM ATTACHED FREWANO[W WIND MAX POST FTG MIN MAX POST PTO MIN OPQBT MAX PGST FTG MW AW( POST FTG MIN iPORTPOET MAX POST FTO IALV MAX POST FTG AILV MAX P09T FIG MAX POST FTG MAX POST FTG MAX POST FTC MAX POST FTG MAX POST PTGwam E3P 9PAGING OM ry SPACING OM PE BPACINY, W) ry SPACING OM h,PE BPACRY7 lAM TYPEbPACN4O (W) ryp SPACING ONI JM_"�,MWAIINhIINTPoB TYP SPACING (90 P09TDBiPON HYPE SPACING OM riPE SPACR7l7 �) SPACIND OM POSYT SPAC AMS BNJ (3PMJ1 (SPAN (SPAN) (SPAN) (SPAN (SPAN) (SPAN) E. (SPAN) (SPAN) (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE 5' 12p8 1 C 21�3' 71V' 25 C5 2d'-T 35 S C5 37r 2151 C9 1 •1 1 "E0 1 S G2 iT4• TI' Ee C7 aT =f1' 5 19 C1 i -3' B,A, C7 E•li Tl IB C1 SV-I• p� p C7 3>r- !R1' 1Y 24 C2 14'-iP 14'•T ]i ]T C7 19'-1P 34 CB 2]'S 77 g 170 7V-1• C5 i9-0• 11 22=1• ?♦ C5 3 C71 5 •1' 1F C2 11U' 31 C7 T-ro' SAr C7 T-1P 17 r.l' ]0 I1'S 1 r C9 .1• 1EOC 2V•1' 9 �• IVA' 31 T-91 1 ." 24 C1 C7 C5 132C7 -Ni- T 520B 52pC 1P•s• 1r•r M 28 C5 1r IT-ff 37 C71 71'4Y 21'd 26 ]➢ C5 2W Iv. C11Za, I C2 IV6' ICI? 72 C7 Tr rr ]0 C7 TQ' T-7' }S .ro C1 7w 30 C7 1 d 1PT 'a TS C5 TSE' 1Y-0- 3! 33 CS r $200 1r-Y 25 CS 1T- C71 77-1• CS 1 -0 C71 OtC 20 47] 32 -1 is rs 31 •1 •i 31 RB ..... Sf 1A'-Y 29 "t •T• ]0 CB 6'S CT 6'-B' 7 C2 C7 C5 Ca 6 32 I Ina Tr- C5 1S•17 yy C71 In-r 27 CS 1 a C11 F CS 7�• CS 6r 121. rd 7T r•r 11 r5 1 •1 71 Irii' 35 C9 120C 1T-T le'-0' 3e 17-3• 30 1rd pp f.—c ?? r-1T 3] 6'-0- Tx 61 C7 Y.tr ?1 C2 •T 71 C7 For Zy C5 1VE' 34 CS i B !20 1-- fr-7' CSTff a' G71 1 TrS i 31 C5 I T -0, 4 iB C7f 74' -r >D 7] C5 - 64` 33 C6 - 5'8 31 C7 - S'7 21 G2 31 C7 .7 1 24 C5 1 Y•9' e 31 CB CS I20BISS 120C 15A a5 CS 17•Iff wiBC11fa'-1• 40 tB--P a 32 ITS •1P Al 41 C11 rd• T23 IQ C5 6' ` rd 34 CSSS SS TO' Y-0' 7! 31 C7 Sd 5'-S 5P 21 C2 7r Y•T' F 31 C7 7'•1p o 21 2iC51 7-TO" 35 C9 17 C5 41 C11 1 - Ca 1 d M C11 fiS fi'S' 70 C5 -s' Ca •i 'r' 10' 31 C7 S-1 6 11 T C2 i 32 31 C7 TvT T�0• 71v-r 24 CS1ti'-1P r.Y B73 GA I) 312 8 14 3TL INSERT B14 GA STL INSERT DBL 14 GA STL INSERT B16 OBL 12 GA STL INSERT A17Ap4ED I--ilm AIGWG ATTACHED floc E TANDYJG ATTACHED FREIRRUNCINU A 1 FREESTANDNG TPoB WIIJO MAX POST FIG MIN MAX POST FTp MIN MAX POST FIO MW MAX POST FIG IABJ MAX POST FTG MW MAX POST FTG MIN MAX POST FfG IAAX POST FTL'. MIN VOTH P� SPAGYiD OM POST riy1E SPACAG OM ppBT 7YPg EPAPANq ON PQBF �,PE EPACWG IWI POST ,Fa SPACING (IN) POTS SPACING OM POST APAG1.Ci ON) JMW POST SPACIM O) POST (9PAM OPMA (SPAN) (9PAM (SPAN 1YJ'E (SPAN TYRE (SPAN) h,PE (SPAN) TYPE, S 1208 f20C 71'4f- 1Ti' to 21 C2 14•S 1.T- 31 C7 mr fYi' 20 23 C5 ifi=r 14'-B' 32 C7 TB'a' to-r 26 C5 -I' >t L9 21•-l7 27 C5 I'4 mir u C9 1q=1• 3• [JI 24'd 26 B. is S 7YT 9 1 C5 Y 32 C7 srr I 1 CS CS T t -I• CS IYa E C9 2a 19'-9' C5 -1' 3E 36 C11 C19 T, 1200 11=Y 20 C5 1jr-I' 33 CS 17r 22 CS 13••r CB IW'I' CS 3e ir•T 21 1 . 1200 lfi' 72 15' 33 17J' 24 17-T �l IT -IT 76 lv.r 3e CB IJFr TS CS )r4r 3a C11 Y 1 120C Tim, 1a-T C5 11-r WIT 31 33 Ca 17.7 23 C5 1B.'-0' li'• 34 CE 14.7a' 2 L5 1 ES'•i' Sg C11 1 -0• Ir-2' 2 C5 1 i' 'Er Ja 37 C11 Er 1200 1M Ir 1Pd' R 23 C5 EVE' IIF-r >a 34 C9 IV4• 1T� 73 C5 Ir4r C9 14T7 24 Ca` III,& IA•a• 1T 3r C11 1 w 16: C6 -- I6'' 17•T m 3e C71 11=' 1 ss La Ira' 27 IV 1 1 T 21 C6 1Va' 3a Ca ii=r 21 C5 11'•! R IN) :A 14 a' 1 - 1s•T r-r 34 C/ 1V-0' I v.v ys 1pi•T C9 t -0, C9 C11 1r-0' w i 149` 38 ell 11' 1258 jf6C V-T' Of PI M Cfi IT -Or 9,]' 39 C9 f - r-7r Z) C5 1V•T 30 C11 171P CS - 1 011 f4'T 7!1 C5 1i�W S4'-T 79 Cf1 ir.t 3! C9 7-R- 17 r I Yr ed 22 & CS Y-W SIP CB 1 .T Y44' 7] .'E CS lar rd 30 35 G11 17_r 12• C9 ISM 1Li' C11 1R7 I3�' 2e JD CS 13'-T 39 C11 NOTES: 1 - WHEIN THE PATIO COVER IS 94STALLED ON A SLAB ON GRADE (RESIDENTIAL APPLICATIONS ONLY), THE MANIA UM POST SPACING IS THE LOWEST OF THE'IAAX POST SPACING ISPAM' SHOWN ABOVE ANOTHE MAMMUM POST SPACINGS SHOWN ON DETAIL BNS7.1 2 -IT 15 ACCEPTABLE TO SUBTITUTE COLUMNS YIN HIGHER NUMBERS WN THOSE SPECIFIED W THE TABLES SHOWN yea 2405 RAILROAD ST, CORONA, CA 92880 951.736.4500 lT mfl� �1t4 W cAl'I ' DATE SIGNED: Aped 25, 2010 or% •A�.L ;Lk,WV 26030 ACERO, SUITE 200 MISSION VIEJO, CA 92691 949-W5.11501 FAX 949.305.1420 �Ap MO E SOT. KNIS-M H>\RA BATE DFX1BP11B.Y 46 ,m. 17-1071 PATE "will 9PA11N. MR IAPM0 195 V 3.0 SOLID COVER STRUCTURES: BEAM SPANS & FOUNDATION SIZES 30 PSF LUSL, 120 MPH S8.30.2 ATTACHED & FREESTANDING SOLID COVERS - 30 PSF GROUND SNOW LOAD OR LIVE LOAD -130 MPH - EXP. B & C ATTACHED & FREESTANDING SOLID COVERS - 40 PSF GROUND SNOW LOAD OR LIVE LOAD -110 MPH - EXP. B & C 6S' ROLLFORM aB260 a MAG BEAM 4' FBEAM H4 4.5" MAG GUTTER 1. �7 1 7" FBEAM 1p GA STL"lI' CHANNEL ATTA0%0 FREE8TNATVG ATAG•>Ea 1,11EEBTN7DING ATTACHED FREESTAND34G ATTACHED 1 FIIEAm"DW. ATTACkEO FREFSTA111]0L0 ATTACINED "WESTPOIN1 TRIB VVRIO MAX POST FTG I31H MAX POST FTD k41 MAX POST FIG MIN MAX PO3T FTG MIN MAX POST FTO MIN MAX POST FIG MIN MAX POST FIG IN MAX POST FTGPOST MAX Fit MW MAX POST FTC MW MAX POST FIG MIN P[]$I MAX POST rG MITI POSI WIDTH EW 9PAGO.G 0M PO4T TrpE SPACING ON) TTpE SPACING ON, POST' TYPE 5PACIMT (Q4J POST TYPE ItPACING ON) POST TYPE EPAGtlxI ONI F+09T TYPE SPACING (PI) POST TYPE SPACING IIM �EE SPACING R'0 TYPF. >SPAUHI (SJ) POST ryPE SPACAIO (QO PE 8PAC4RT (IN) 75PE (SPN0 (SPAN) (SPAN) (SPAN) (SPAN) (SPAN (SPAN) (SPAN) (SPAN) (SPAN) (SPAN) (SPAN) s lion T-0• 15 6-T T-r 15 C7 ram• P! C7 9�Ip Ir YS 36 C7 fd' $9 Y-P 70 07 6P 14 GI -T JQ C7 15-1P N C5 1f- 77 C8 110C Tor t7 Cl 6-T 29 C7 T-T 17 ,• y:1P IA r•B• ]Q Cd' S8 Y�' ]0 4' IS A$' JQ t6.10' 22 IB• 37 6' 110 B 7-0' is C2 C7 •1' 16 C2 T-W C7 •Y 17 C2 B'.r 5 C7 6-0• 5T C2 31 C7 $ 1 C1 P� 1 N. C7 5 -1 ' S C5 1 'r S° Gil 1tOG T-0' 19 Tor 30 T•t' 1B T-0" i9 •Tr 1f T.r 31 °''-0' 1P Y-T 71 5•$ 7 f47 1SAW 23 IfIr 3a 110 fl 6-7' 15 r-0' 30 6'r 17 6$' 30 -T 16 Pai ] C7 T-5 17 c2 FCT 37 C7 SJ• 15 01 ra' ]2 07 T4:2' 21 CS 14'-10• N ell T ItOC 6-T 18 C2 T-0' 30 C7 6$ L9 C2 6__ 5 C7 °_ m C5 B'$ r-S• 4 f 32 S-4• Mr n 3,T Ta 24 P.4-, 3r 1108 1.1' 17 6S 31 6-Y O Oi• ]1 T-7• 10 CS :1' CB r•11' 17 CS FI' C° T•r Cf a CB 1rA' C5 14%r C71 B' I10c 6-1• IB C2 68' 3t C7 6-3' L9 C2 Vi 31 C7 rr •1• °37 77.' 20 f•1' 73 •T 1! f•7 134• 24 le•(1' g IfQfl s=1p 17 C2 f-r 71 C7 17 6-1" ]t 07 T•T 1� 05 71 3] '33 0° N-7 18 CS Tr ST 09 v C2 7•t C° 12-T CS 1Y•i C11 15"uC T-1Q' l9 6-T 31 19 B-1" 31 713• 71 7 S•P• i0 7,r 13 / T -7• 25 m M 11oB S$' 1 CS S-1 S$' 1 C° T-4' '•1 1 05 - 34 0B Gr 18 C5T •T 00 a �' 1T 72 C5 12%r 36 C710 10' 1 TS 20 Y_'T 32 C7 5$' 19 RP JO f.4a' I1 T-Y 34 6$ 211 H T6 tE02•0Bl'-IP 27 17-T' 3q a S-Y t8 C5 S-T 32 S$'ISST]2 �G;7 7 iB CS 74 5-T IC G5 4P 75 C9 C- 1 02 CB 11'<' 23 C5 174' liI= C11 37 S-r 32 S£' 2QC5 S-T' N 6-7 20 d6 4'-S 19 T-0' 3a 11'�' 26 t74• ]q 12' 1 0 S-1 1 C5 <' 08 3• 1p 05 Snl' S2 CO TB CS 75 C9 05 0B C1 0B 23 C5 1118" C11 110C 5-L" S-0' 33 4-3' 20 RS- ]2 �• 6d• it 6-r .1• 1 �• 1p:tp 25 1yy �Y BEAM B7 7"WEAMWI 9B 8DBL 2 x65 x0,042 B10 DEL x65 xO.032 B71 3 x 8 xO.042 B12 DEL 3 x6 xO.042 (1)- INSERT (VVI ATTRC71E0 T•7[EESTA}AV1p ATFR(7F(3 FItEE$TAHOFTo ATTAC}IEO FNERE7AMTIiR RT771pED FREE8iAF0016 ATAAC5E0 FRB><BTNIW3G ATTACHED FREESTMlDWG TRIB WIND MAX PC FTC MIN MA% P0&7 FTry MIN MAX POST FTG, MAW MAX POST FTG IAIN MAX P09T I.II h1AX P09T FTG MIN M11AX POST FTG A:o1 PORT MA% PO3T FTG MIN P 03T MAX POST FTG MW P0fl7 MAX P09T MW p5T MAX POST FTO MIN DST IAX POST FIG I.IRI SI WIDTH E>P SPACING! OM POST TypE SPACTtmz ONI POST TYPE SPACY,G HIM PM., TYPO SPACING ONO POST TYPE SPACING jFTGjM'1�T @M TYPE SPACR7G ONI IOBT TYPO SPAC11T6 OFI4 TYPE SNICNG ON) 6PACING (IN) TIMP[ 6FACIN'GryPE BPACW0 ON TYPE6PACING (94) T,M (SPAM (SPA16 (SPAN) (SPAN) (SPAM (SPAt4 (SPAN 1$PA14 (SPAN (SPAN) ISPANI (SPAN) lion 194, 21 tgaY 38 bW 8 -f0' R ell •P 1711•Fir C2 C7 15 CI r So C7 r-r 15 Cf Kt I tiXJ' 15 C2 I] C 1g-e 24 CstS'-0' C11 Pa• CSd IIto, ]0 r,1' ]t •2' t P1 1 1r• 321f09I 22tr-ta'37_$-23 C11 CS If41' 3b C11B'-71' -T7• T7 CS f0•I' S1 07 01 a• I C7 4 18 01 T•I C7 11'$ 1336 VIOL Ir.7 23 C5 1r.IQ' 37 X-V 27 14•$ 19 Itr-1• 11 r� 6J' ]2 60" tE TS }t'�•0S1 32 tl� 1 ! t -i' i7 C5 18 C11 •ID- 1 9'-0' 3 C7 f^T 70 C7t°C3 OF C7 C5 CB T tIOC 1Ti' 2y C55T4- 2S C11 LP-r -a tr To,CS 6J° 1L2 T,fi 32 IN A 724" 33 ]1 9 1s-r 23 1Pd' 3B f!7' 24 IT•1P 40 C71 T4' 15 CS str J3 0B P•9' lB 02 -3 ]S C7 Y•f0- 1S 02 it C7 f$ 19 CS T1-1Q' CB f fIOC tB'-r 2R Cs 16.], C11 1B:T 77 CS W_Itr 40 T-0, B'-B' J] $• N. Ta' 31 4-•10' 1° 86 S] 71'-T 34 51 -TV -I 40 1r:T zs 13V' 43 c17 f•11• TB LS 0 S7 CO i' 1 C2 C7 44' 1 C2 FIT 32 C7 !•1p C5 1i - g ]1 C 15'- ` C3 9 40 L11 T 05 CS 1 $ 4l •11 20 F�3' 33 w 1 6$ ]] 44' 17 r.1P o 1tr•1P am 14'-r a - 1 •1' I ir-0' 35 war 4 C11 E13• IF CS 7'TIr u 0B 4-tr 1 C2 P- 72 07 44r U C2 T3 m 07 a I11 05 10•• 35 C9 i0 OC W-7' y C5 15-1• 41 C11 1r-r 70 CB f0`d 42 6-T a T-10, 7L NI S_r 17 CY 19 4, 33 qr • HILT, 35 Tiff•1 CS C11 15'- 75 CB 1l1' 4] C11 11- 1 CS 93 0B a 1' C2 = C7 3.30• 1 C2 T-i' C7 •1P -10• 35 C° 1T t _1 ' 2 I a 15'-7' W.T i •11' 73 T8' 3✓< 4V' 1a T-T ]I S'-17 l9 4'•4• d{ -W 9'a' 35 1 .a' 14'-0' a2 1f•1' 2A ls'-S' A 6•C T•r S] CB 41F 17 C2 5-r >Z C7 T-r a G2 :•Y 7i! C7 7:. C9 V•1• 3a CB 12' 1 1 CS LL'-0' C71 106 28 CB 1S$• Ctt $ CS T,T .4 t s'_7 34 7T S 3S Bt3 4GASTL INSERT 8312 GA STL WSERTI 8DELI4 GA STL INSERT 8 DBL2 GA STL INSERT AFIAC(ED FREEST"UNG ATTACHED j FREE$TAWDF70 ATIACHEO I FMLEE5TNN0710 ATTACHED I FREESTAwm h1A% POST FTG AU% POST FTO MIN POST MAX POST Fib MIN AfAX POST FIG MIN P89T MAX POST FTG MLN PORT MAX POST FTO MIN P.1 IAAX MAX MW MIN TRIB WIIID PO3T FTO POST FTG POST POSH WOIH E)P SPACHNp OM IY, 9PAC JO (IM TYPE SPACUO jl�M,"g�rj OM TYPF SPACING ON) TYPE 8PACW0 ON) POST TYPE SPACING ON) SYPE SPARS; (IN 1YPE SPACF40 (IM ryPE (SPAN) (SPAM (SPAN) ($PAN) (SPAM (SPAM (SPAM (SPAN) It 6$• 19 14'' • 32 ° C2 CI tY w-T 2? CS 1 •T 1-7 32 C7 -0' �IP-0• Zt 27 C5 20.1' ii C9 21:1p Trio• a 24 C5 21'-10' 2v-c SS ]5 C9 !Y- 74 CA 11 mr 21 13_1P 31 1C-Y 20 CS 1R 3- C° ra• 2T cs If-3, ai c9 -0' Y3 cs 2Y.W .r, 75 c11 Il it 1 13d 32 6 Cs C7 1 12'$ 2l tray 32 13'-tP zz tst 1 _ I ] -0, �, 35 1I TT• 1i-1' $3 T C5 CS 1Y•r 12'-1tr 21 2T C5 mr rr•sp 34 CB 1S1 16-1' 22 CS it-0- cll 1 is-r 70 CS 16-T 164• 37 37 C1t 1s-r ]E CIC IG1 C T-Y ,Z2 11 .Y 1 H EFF 11 6 CS CB I 72, 1• 1 22 C5 T �' tY•T' 0° iy 1 3 C5 is•-tp 16$' 3 36 C71 �' ITi` N 77 CS T 12,-0, C11 lint fT-1• j1'-1' Sli 1109 $ d• Sa C5 CS wr 11 - 21 2! C5C9CS 11'd- 11.4' 35 33 1 1T 73 14'$' 3r J7 C71 ITFT 1P�• tr 2•atTAT 7111 1 $ W-6, 34 to, V$ I C5 NOBS'IS 1-WHEN THE PATIO COVER I3 INSTALLED ON A SLAB ON GRADE 11=5' T1N• 35 1 1 T3 CS =' 13'-138 ]0 C11 16• 16 11(RESIDENMLAPPLICAlI0N3 t0'-T 1CC 25 1C 4 -1 OIILY), THE AW1MUh1 POST$PACING 6B LOWEST OF THE'MAXPOST SPACING(SPANr SHOWN ABOVE CS 1p•T 30 C71 1 1p 2F CS T37381C1pTHE C11 11 S1BIC !•T 4 C5 d C9 lQ-Y 25 10--]` 311 Ir•1 7J 13$' 3B tA:tp AM1D THE MANMLAM POSTSPACINGS SHOWN ON DETAIL BI37.11 C5S5 C9t1Y 2-IT IS ACCEPTABLE TC SL6TUUTE COLUMNS WI HIGHER N4IMBERS CS c17 .. C11 f7 12' % tSS 12$' 39 '21 WI THOSE SPE.IE. IN THE TABLE39H. 2485 RAILROAD ST. CORONA, CA 92880 951.736A5D0 Essrq�t� VL OMTE SIGHED: AWl 25, 2018 Ar► iwv 26030 ACERO, SUITE 200 MISSION VIEJO, CA 92691 949.305.1150 1 FAX 949.305.1420 Ip,p MO FS TM REVL90lS 1Wi/ MTE OFSCRIPixkl a SIELJOB4 N•10/1 GATE O 18 1mAm1m RER uHerxEB uas IAPM0195 V 3.0 SOLID COVER STRUCTURES: BEAM SPANS & FOUNDATION SIZES 40 PSF LUSL, 110 MPH S8.40.1 ATTACHED & FREESTANDING SOLID COVERS - 40 PSF GROUND SNOW LOAD OR LIVE LOAD -120 MPH - EXP. B & C 6.5" ROLLFORM a[ aBTL' $(j MAG BEANI i $3 i 4' FBEAM 84 4.5" MAG GUTTER 8d p BB 7" FBEAM 12 GV' G NNEL ATIAVI£O F"REESTAI M ATTACHED I FREE8TANDM ATTA D I FREESTANDING ATTACHED FREE81ANOM ATTACHE FM66T AXWC ATTACHED FREEsTAPONG TRIB WIDTH WINO E.111 MAX PAST SPACING FTG PN) MIN Phi MAX POST SSPAM FTG (IN) AIIN POST AIAX POST 4PAOING FTG ON) MIN POST MAX P0.57 FTG pNJ AIIN POST MN( P09T FTG (LV) PAIN POST h1AX POST FTG lB0 h11Y POSTrWE MAX POST S(SPAN) FTG 1AW PD9T MA% POST TiPAClIG FTG MW MIN PDfir MAX POST FTG MIN T MAX POST FIG Min POST MAX POST Fib IA0! PDSr MAX POST FTG AIIN POSE (SPAN) TYPE (SPANI IYFE (SPAN TYPE (SPASPACING (SPAN TYPE (SPASPACING (SPAN) TYPE (MACSPAN) (SPAN) TYPE (SPAN) (IN) T'PE (SPAN) (IN) fiPACING (SPAN) ON) T1•pE SPACING (SPAN) (IN) W1S 6PAC94G (SPAN (IN) TTPE SPACING (SPAN) (IN) TYPE 5 1208 Inc TN!• ra' S 1B Cl d-;' Q� 29 '� C7 i-T T-7' M I! C1 J- F-T 2a 6-19 9-1D' I 26 9'r W C7 58' 9a• 1T 1B C2 9Jr a0 Jp C7 6--v fi'dT 1 17 C1 - 94' 7a CT 1 5 ff719' 2T 24 1 1 .T 73 9 1208 T-0' 1T Td ]J C7 T�i' s C2 TJr >9 8+f I 9.1` ]1 B•C 11 9•Y 31 5'A• 16 M. ]1 15-10' 22 1 36 137E T-0' 19 2B -1' 19 S17 2S C7 7A C2 ■'4' 71 C7 Yp C2 31 C7 5g Ip 01 S-TP 71 C7 15-10' 25 16'i' CI1 7, 1308 9- T C7 C2 $ 36 CT 41,21 Is 32R_i:!� = • • 72 TY-2' 1 '•i IXAC 5-T B4 ]0 6'd 7p B•T 36 6•t 2l CS f'�' 3[ C7 -ry C2 Y•T' 32 C7Cl d ` 32 C7 14'-2• 25 CS 1K 7/8-1'pa6'T C11 S C2 C7 d le C2 6b' it C7 -T }9 C5 Cy 33 CB 6-Il• fe V—C 3J SQ- 332.7 120E S-1• 20 SJ' i e-3• 1 22 7:1 ' T•Y YI •lIr 33 CBC7 Cp I , 20 C5 1P tp L7 6'-2' C7 1p C2 i-1• 71 C7 S T9 C6 4r 1p 7V- 33 ra- T•l ]p 120E 5'•1!T TT 31 ate' 29 ea' 31 T•i �. TJG J3CS Fr 71 CS 7r 33 T-7`33 � 12-7' 2e C5 1]'-V CI 10' Iwo T-r ld L5C7 Y-W M 741' 14 CS 5-S' $i! C7 Y•Iq' Z9 CS r-r Ji CB 'y 19 T-Y 34rJ' 31 11'.19' A 7•T 7B R1 - 7, 1_ C5 7,Y 34 CBC2 T-Y N Go iICiS' CS 1 CIt 21 C5Ss' a2 C7 SJG 2T CS S� C7 r N 23 CS r 6'-9' 7 74 CB • =9 CS 64{' B'$ 73 SS C9C2 ra' 3h CBCS r ISC•'7' C11 12- lNVSr 1 94, A S-T' 19 C5 $� CS fi'a• 20 CS ea- S CB S5' f■ CS SS 35 C9 C2 8'A' 19-10 ti+a- 4D T �,CSCB�•2i 5-3- 27 8,�, ira, 6,.r I -10' P. 40 CI7 0 Rfi B$ DBL 2x6-5xOD42 ISDBL 2x6.5 x0032 g;) 3x8x0.042 (1)'C INSERT (2)"C'INSERT B12 DBL 3x 8 x0,042 AT7ACIEO I FREESTANDING ATTACHED FREESIA ATTAC4#O I FREEBLIHCNG ATTAC7E0 FITEESTAHDNG Al"WHED FTIR5TANOM ATFAC720 FREESTANDING TRIG YAND MAX POST FTO MIN POST IAAX POST FIG MIN POST M. POST POST FTG GIN POST MAX POST FTG MIN POST h1AX POST InG �MN. MAX POST na MIN MIDI AIAX( POST FTG MW PAST MAX POST FIG MIN ppe} I,IA% POST FTLB MIN POBI IAAX POST FTG MW POST MA% POST FTG AIIN MAX POST FTG MIN N'f1TN E3P 6PACJNG OTO TYVE SPApNC O10 TYRE ON) TYPE SAAC1Fx7 OFO IYAE BPACOE3 (IN) BPACWG (P0 TYPE BPACWfi (IN) TYPE 9PACWG IBNI F1,PE SPACING (IN) TYPE SPACWGI (99 TYPE SPACING' ON) PDfiT rYPE SPACOiO (IN) Poar TYRE (SPAN) (SPAN) (SPAN) 14PA" (SPAN) (SPAN) N) SP ( AN) (SPAN) (SPAN) (SPAN) (SPAN) (SPAN) S 12DIT 18'4' a CS i7'dr >e C11 21'-J- 7J C5 -I 37 C71 Y•Y S C2 1 C7 T�-✓- /6 C1 9'-1• A C7 rr !7 - �0 17-7 17 ti-1G n I C 1YL' 1p'd >6 21'Y 7A1 �, T• V-9- i T.T 16 S-tor 31 •2' 1B C1 B'-Y 1 G7 - 71 10 71 CT S 129E 120E Ir-r 1B'-7 21 24 L5 1 -tw 171r 37 31 C11 W.r 20'-I• C5 T Jp C11 6'--T 6•_11• 1 23 CS 1 •1' For 1 71 CT TO' TO' 17 t9 Cl 4' 6'-Y ] 32 07 r-p' y.p' 7 19 C1 1 1 C7 T1'•6' T"'r R0 23 C5 T]=r 73'$ 33 32 C7 T iM0 C 17'r 1 J'16'7 L5 17+0' 38 38 C11 1Y.1' S H' 4 CS !µp' 1! 79 C11 p ! CS J" S'•1• n 32 C7 9•t 7 1 C2 7 r Sf a2 C7 5'S' S8• IF C2 9 6 SI C7 CS 1 CB S 1294 - Rr'r yl m W-3- 194T 38 ]0 Cii 1S ' lr-3 CS FL"',40A 1Td' 40 C11 TJ' 1 CS a= ]] 09 C-P 5�Y I C2 -T T-1• 72 JS C7 4-W- 4t10' 1 2.IT C2 s S-]' 32 33 C7 C5 11"r 1 -3- 34 0B I I I -1• Iyr 24 I0 cs 15d tSJ' q1717' a1 T 79 cs 11-3' Try 4i9.1K I c11 S11• 22 c5 ra`1]S4' diT' ]] ce 1 cz 6=9' n c7 4 414 IT 9 a F1IP r14' 72 c7--- 11 �• a6 x W ra 19 1CC11IrW 23 1S-T 11T-0' cB 1CJGa6'S 16.4, Was 4 C71 PS 1 22 C5 T1f0' ra ]4 ]4 CB 4'.11• 5r a 20 C2 P•T S•IV' n 33 07 ra 4'' • I■ 2Q C2 4'd' F'"Y 77 33 C7 fl'-F'12 05 i-5' )iC8 3< C6 T20B C 1S, III l3-t0' 29 05 lily 1a�7` 42 42 1l1P 11 2d 30 � I 5 . i i C11 >Rfl' 941- 19 22 C5_�S4' 4 fi YT 11 34 -IP •i la �2 ''-I' •iO' 32 � C7 C5 9,�, 34 co CA B 170E 774' Me 2B YlG51-C11 14'-I' i2 46'.I' 77 31 Cfi 1 .a• dl C11 5'S C5C9 r 35 I'J• 13 C2 5-r -07 JY 3-r 1p 02 7-tr 72 C7 CS .' 34 C9 CA B13 B14 312GASTLIN 3GA 14 GA STL INSERT ERTY/ B15 DBL 4DIL STL INSERT B16 DBLI2 GA STL INSERT ATTACHE EESTANI]WG ATTACFEO FREESiANQPKf TRIG WINO MAX PAST FTG. AIIN MAX POST FTG MAX PO3T F!G MIN MAX POST FTG MIN RIA% POST FTG MIN MAX POST MIN MA% MW MAX MIN 6P fiPACIip POSTPDST TYPE BPAC#A ON)�11 YPE VA011C ON) TYPE 8PA.M (IN) POSr,T,,POfiON) rr ' SPACING ON) TIPACTYG FTG (IN) POST SPACING FrG (IN) PFTGIWDIH fiPACr"^B (IN) (SPAN) (SPAN) (SPAN) (SPAN) (SPAN) TYPE (SPAN) TYAE (SPAR) TYPF (SPAN) TYPE S Ina 174' W C2 14'a' 32 C7 lsr R9 C5 1S-T' 32 C7 17ir 3 C5 2rfr 34 C9 2r.1P 72 05 1=]0' 36 19-1• 34 CB 21'-0' 2a J• 21 t3'-7" ! 1 3 Ir-r 32 I, ,1 �y C9 B. A I C •T 19 21 1 '? 12'd' C7 13, ' 13V' 21 23 C5 14* 73'-T 1 1 -1' CS 1 3 1 J' CB a' 2 15 71' SF C11 10 r 120 ir-9" m -r 18-r A CS 13'2 34 16'•r A CS 1T-0' ]p C9 ] .T' •T S7 120E 11'4' 92 11'$ as 17-r 24 12'-r 34 1510' 7p 16. a• CS 1r-r 36 C71 B 120 G I 1' C5 11'4r s4 CB 1 - 22 C5 1 �4• 08 IS' 24 05 -1 ell I J' 05 14' 76 1 11><9 12ff 2a tl'-9 34 1♦'•1C 72 1 , f "T 21 16•.r• V CI1 9 T20e !20C 19b• 19$ OS p'-r I HIM- 3t CS IVW 1 W 22 26 05 li' /A fd=r 24. G5 1 r C11 [B W-7 29 05 16'4• wir C11 1T1- 33 CS 14'A' 27 10' f 1 CS IGr' 36 C9 11-1' CS ! -i' (:9 TTw 24 CS if4r SO C11 1B•r C5 1ST V•6' 34 G 19J' $' 9• 35 T T 1 4' 14'.9' ell 11' I i 21 7A C5 9s' 9a' 35 35 C9 i9• gtp• a Zfi 05 1P•7' 3B Ctt 2'J C5 5 iSiY J6 S6 C11 14-10' ti'A' j21 C5 sl-! ell 10'•1' 3B C9 12'-9' 2a 12' 2Z CSC5 1'Y1B9c ■ 24 5-10' 1r� z6 9Y 12's 794' NOTES: 1 • WHEN THE PATIO COVER IS INSTALLED ON A SLAB ON GRADE (RES MENTAL APPLICATIONS ONLY), THE MAMMUM POST SPACING IS THE LOWEST OF THE'ALAX POST SPACING (SPAN)• SHOWN ABOVE AND THE MAXIMUM POST SPACINGS SHOWN ON DETAIL BISTI 2 - Fr IS ACCEPTABLE TO Bl1BTINTE COLLIANS W/ HIGHER NUMBERS W/ THOSE SPECIFIED IN THE TABLES SHO✓ N. ■ 2485 RAILROAD ST. CORONA, CA 92B80 951.736.4500 T�( -Y•I �V 7777 V W � XP OF Cgy,S CATE SIC41ED: APR 25, 2015 r�rsuh��r 26D30 ACERO, SUITE 200 MISSION VIEJO, CA 92691 949.305.1150 1 FAX 949.305.1420 IAp MO OT ES REv6Bats vA MTE oTsc6P11a! 46Ta X!Bd 1I-IOiI DATE "wia MWIBY MR CIECXEII YIS IAPM0195 V 3.0 SOLID COVER STRUCTURES: BEAM SPANS & FOUNDATION SIZES 40 PSF LUSL, 120 MPH S8.40.2 ATTACHED & FREESTANDING SOLID COVERS - 40 PSF GROUND SNOW LOAD OR LIVE LOAD -130 MPH - EXP. B & C 81 6-5" ROLLFORM S12 I $2 1 MAG BEAM 68 4• FBEAM { B� ] 4S• MAG GUTTER l 6S } By 7" 48EAIA GA STL•V' CHANNEL ArrAC4ED "aaca A143{443 ATTACHEO FREESTAND M ATTACHEO FHEESTANOPa ATTApiO FREESTANDING AT7AC4ED REEBTA14E1Pr. ATYACI#0 FREE AP 7PoB WIND h1AX P0.5T FTG MIN pOSr I_r MAX POST S!O MW POSr MAX POST FJG MW PGBr MAX POST 1'TG IAOJ POST hW( POST FTG IN I'G51 hN% POST fib MIN i MAX POST � � FTG MIN Po8T MAX POST F7O MW P09T MAX P09T SPACING. FTG LillOS POST MAX POST SPACING FTG MIN r MAX POST �M' FfG MIN POBT MAX POST SPACING FTG MR4 OST WIDTH F?P SPRCa1G OM SPACING (IN) TYpE SPAGNO ON TYPE SPAW4 OM JYPE FPAGM` ON) TYPE 1WAC9J6 TYPE OM TYPY 3AACNtt ON �. {P+1 SYPE (08 7YPE N4) TYPE Of4) TYPE (SPAN) (SPAN) (SPAN) (SPAN (SPAN) (9PAM (SPAN) (SPAN) (SPAN) (SPAN) (SPAN) (SPAN) 9 I B 130E d' r-T 11 CA a-2' T4, 29 07 T-T T-r It f0 C1 TA" T-T 28 C7 9'-10• 9'-,0• IY 21 d' 7Fi' 30 e' @•T 1- 2P V� p-0' ]0 C7 o-0' 6-0' 16 17 C1 6• W-7 30 C7 1S•1 !6'•10' 7! 73 = 16'-1" 37 35 I C2 30 C7 T-1' 1 C2 74r 2D C7 s-9' 19 C2 •1- 1 C7 ¢ t{ C2 71 C7 t III C1 1 C] 36'•f0' T] C5 17= W Cif S 1 C E-11' 2p ZD T•i- . fi-9" fl'-T 72 Si0' 31 • 1• 1 - 1 5'd IB 1`41 21 1S f01 26 15'-2' 36 CIO T 1 15QC 1T- Fr T 21 C2 5-•a' C7 78 SS IN 21 C2 @a' :L C7 IY• CT 23 C5 a {' S-0' 97 32 C7 •r �• S{ C2 - a'_6 C7 S4- 1a C1 4=T a'-3' 32 32 C7 TC-r 14'-T 23 27 CS id•-ir 14'-r 37 C11 a' 130a 1 S-1' 4.1 IS 1 C2 V4r• 31 S C7 Ba @ 19 C2 i' - 1 C7 7'-T T-T 20 21 C5 d'-1' 13 Ca @-I S' 1 S{ CS s-1' T-9' Ca S-T -7 1 19 C7 C2' 7'-T 33 32 Ca 17i' 17-r 74 27 CS 14-1' 13'd" ]S 33 C11 7 130 B ]OC B 7P YJr 19 22 BT 3'•1P 31 3l C7 @4T 6'-0' 19 1 V-S- Y-Y' ]1 31 C7 7' T.3, 20 P3 C5 7+a• 7, b3 33 CS 4'.T 51, S9 CS •T 7%w CB 17 19 C2 TJf Ti' 33 33 s2•T iZ11- N 2A 7 72'a' 3s 39 CIO S a x+r 1 •7 s� 1 - 21 C5 'M17 >t CB •3." m CS CB ra' Tr- C2 'r4' 7A ca 41'f0' 2] C5 Cl1 10' C5 T CT S$ CS C7 fi'-10' 2a ,r-0, 1. f� 79 7, 37 11'-10' 29 12'-0' 39 51' I30a 130 C sr 7-0' A a .T S4T 20 -T' S3' Y2 C7 6'r fi=T 24 C5 SJ" 34 34 S•T 5T 20 23 C5 0 B4 C9 4'S" 4'-S 1T 20 C2 Td' 6'b' 34 Si T74' 11'J' V 29 11'fi" 39 C71 Sd" 32 G 74r a 12' 308 IBC •r 20 CS Si' 3] G $0 GS Ca 1 C5 S4r 33 W S- 28 C5 9• C9 4sr ,1 1a 20 C2 - 35 Cs 11'-0" 40 C71 i• SJ' 6'J' 34 70• 29 I -BEAM W/ B7 66 DEL 2 x6.5 xO.042 B10 DEL 2 xB.5 x0.032 B71 3x6xO.042 B12 DEL 3 x B x0.042 (7 (2)CINS RT AT7AtlFS FREE8TANO94G ATTACHED FREESTANDA40 ATFACIEO FNEE6rANDWO ATTACHED FREESTANDM ATTAGEO MIWAAT)0JC ATTACFEO Ff4EEETAfKw* 7RIB WINDFZO LDN MAX POST FTG M1W1 h1A% POST FT0 MIN MAX POST FYG MIN MAX POST FIG M1IIN MAX POST FIG AfIN MAX POST FIG MIN Fb?n MAX POST Fro MIN P09r MAX POST FGG MIN P09r h1AX POST PIG 13u4 POST MAX POST FfG M0J T MAX POST 1i43 h11N POST WIDTH FJP PM POST TYPEST SPAGI4G OM POST 1h,pC SPAC1113 OM 0.$r rfn SPAO11 (IN) POST TYPE SWAM OM POST TIPS SP+C+ (IN) POET npE aPACM ON) TYPE SPACING A TYPE VACWC OM TYPE SPACING lWl 1YP8 8PAC11G (IN) TYPE BPRC0J0 ONI TYPE (SPAM (SPAN) (SPAM (SPA (SPAM (SPAN (SPAN) (SPAN) (SPAN) (SPAM (SPAN) s 1308 130C j1A CS - 194r 1 4' 'jfi C71 1' 1'.7 b5 Cs w•1r a' ]T 37 C11 9'-0' 9'1i 1D 21 C2 IN)' 1 a 7t 1f CT T•T T TO 01 •s' d 29 C7 Y-7 TP fi 19 Cl i>• T-10• JO 29 C7 13'-F' 1Z-1' 31 23 C2 tq-0• 13'-T }3 37 C7 6, 130a C26 CS 1 - CIA $0=1 1• C5 -T 1 1_ A 3a C11 1F•11' s C5 17.1' ]7 C7 r 1{ 1 C7 la Tr 31 C7 W4r 11'•1• 21 23 C6 7745' 33 32 C7 I 9-T 02 31' -1P C2 s-r' ]0 T 1V0 130C 1T4• 7P CS 11+0• >Q3, 2a C11 -1• �1. CS 14''r la'S 19 CI7 7< d' f 27 C5 +' 5-!Ir 31 II CB 6 6.1- 18 20 C2 T 1 I C7 S.6 s-5, i9 20 C2 a%2' 5'41' ]I 31 C7 iQ5' 10-T 21 24. 1TS' 11 A' 3r 33 Ca 6WE 5•T 28 C5 1 J' Imo, 39 G11 13S a, 27 30 1 -1 17W d0 40 C11 r 7,7 a CS @•r 54• CS71 1a L2 31 C7 A'-1r 4V 1 1 L2 Val 32 31 C7 V•5' 21 C5 fitr 1147' 3L 35 G 7 1WI3 130 L 13•-r' 15-1' 26 - 30 CS 1@-0' 3Y• a W C11 1r-T 17 r 21 ]1 CS 1Ts 1741• 4r 41 C11 61r Vd' 20 C5 S•a• T-10' x CS +1' S"7 19 f 12 •Ir F ]1 C7 4•4' 4 19 1 L2 4-10' 4'6' ]2 ]1 C7 S-t0• 6'S ZZ 25 CS 5 10'-T 34 34 Cl 10' 1]Oa 1]OC lC.T li--T Cs 1 -r 1r-0' 1 41 G11 1 P 7 0• SC f47r 4 42 C11 Ir CS T-0. 4N1 41p. 5{ 21 L2 G s• 3f C7 Gilt' 1 G2 4'W 31 CT C4' a--w 25 7-3' 34 Cfl 1' I tl TJ T9' 13'-1O' 31 31 T4-0' 14'-0' 42 42 C11 15T t2% 1d+2' IS-0• 43 43 C176, @S71'20 -fwaCIF 7'-0' 4J* S9 C2 S-T •1• 2 7s 07 7]P S•a' 19 21 C2 41 33' 31 C7 7-1r T-7 22 25 C5 li a'-9• is 34 C9 CS T-r SL CB µ7• 21 1C11C71 41 4 7P.4' 16d' 1 -7 43 4J ST' @.T 21 N CS 4'4- 79-T2'ri O2 a'd• ail C7 Sa' ! C2 4 C7 -1 CS] T 31 C9 ca 6 34 4'-T 21 3 B13 4 STL INSERT B14 12 GA TI STL S BDEL 14 GA STL INSERT B16 DEL 112GASTL INSERT ATTACKED F8EEI) AlIYA5i I FREEN ATIACIEO 1011 SFANOF46 ATTACHED FREESTAM217G AITACIEO MAXAX POSTOST MAX POST FM MIN MAX POST FIG IAIN MAX POST TPOST MAX PTG MIf4 P00i MAx MW TPoB WIND POST FTG MAX M94 POST FTG p(W DST tYA7TN [:?P aPAt31A3 OM IPE 6PACtrK[7N0 1_11A. OM POST TYPE SPACING OM per TYPE SPACING ON) IMIN type jPTGjPML6NC SPACIY?0 (W) TYP BPACutlO (IN) TYPE SPACING NJ) rYP4 (SPAM - (SPAMPAM (SPAN) (SPAN) (SPAM (SPAM (SPAN) 1NG ITT 1 L2 21' f55 lr.l'617• 2Z C5 T5'4' 32 CB AVI IP 1'.1 24 C5 17, 120E 13'-1' fi1 a $ C5 '_• 24 144' 33 +C1•25C5IF.r 21'-2' 2F 2G4' 31 C11 4 -1' -13'-1' 22 25]21 CS14=r 1Ta' N CS 1C•1' CB 30'.0' S CS19`4S 1300 11'$ %I T 730c 11-, 77 C5 f0�i- C9 Aff-T 37 v-r 3y C11 171v 31 Im7• 1r-r CB 1�'-r 23 .`5 CS T IT 1r-r 34 s Ca 1111' 1'Ta• 24 C5 M•7 b 11 1FT 1 •1r 29 CS 17A' 35 C- 1r•2' Itl7' 34 W 4• 11'4' 76 Cs 1 153' CB 16 14+7, C5 3 4�, C11 S <• 1E,y, 30 Cs 8 T -r 8 IMC 104' C5 L71 , 7-1(' CS i1w 17a- 23 26 C5 ,vr 33 09 14'd• mr 35 39 C5 1A.4' 10510• C11 19'4' l5'-0' 2i 30 CS t w a 1 4r a 7 CS 100E r4T 70 1s-2 W C11 tq-2' ]T NOTES: 17.9' 34 Ca 7000 1V-0' 21 C5 15.4 1-WHEN THE PATIO COVER IS INSTALLED ONA BIAS ON GRADE C71 TrP GI - 05 11 =0' C9 1 C5 14'-' 70 L11 1 C5 70' AMC {�7' 7J• 77-1' 70'-T 35 175' 39 IS$' i- (RESIDENMLAPPUCATIOHS OhiY), THE MA>QMUM POST SPACING IS 130B P•T 24 5s• 130 G S-M• r CS 14's ]f THE LOWEST OF THE 'IAA%POST SPACING (SPANT SFIONN ABOVE 13,E CI1 ANDTHE MA)3MA(POSTSPACMG9 SHOWN ON DETAR 111871 V•T 3a 9 •T 8.T H C5 1 $ A CIO Incr N-w 2a 36 C5 174' 12a' y C71 IFIF =-I 1 C5 7� C1 4-9" 1 B r '- N 2-ITISACCEPTABLETOSUBTIMECOLL"t4SW4HIGIERNVMBER9 C71 7T 1V• 1� 1 1-3 Y4 IS7 Cl li'-0' CS 12' 130 C C4T y CS -,, C9 9Y, { C5 1511 3O G5 sr-f' 3{ 13-1' 71 3._2, W1 THOSE 9PEGTFO UJ r11E TA9LCB SHOWN VJ' S6 C4 2485 RAILROAD ST, CORONA, CA 928M 951.73GA500 1p � OP G41� DATE SIGNED: April 25, 2018 ►/ / LT�w• �✓��fY�J�irI1 YQ 26030 ACFRO, SUITE 200 MISSION VIEJO, CA 92691 949.305.11501 FAX 949,305,1420 0MO RE%Ul" vAPx DATE oEscRlPnorl 95fF1 J094 1T-1011 DATE 91a91e oPAwll er 101 [1&LNEb ws IAPMO 195 V 3.0 SOLID COVER STRUCTURES: BEAM SPANS & FOUNDATION SIZES 40 PSF LUSL, 130 MPH S8.40.3 ATTACHED & FREESTANDING SOLID COVERS - 50 PSF GROUND SNOW LOAD OR LIVE LOAD -110 MPH - EXP. B & C lit 8.5" ROLLFORM a B2 MAG BEAM [ B3 ] 4' FBEAM Bi 4.5' MAG GUTTER $6 T' 4BEAM 72 GA STL"V' CHANNEL ATTACHED I PREESTANOVIG. AT1AC11E0 pRSYeSTANOPIG ATTACI O FREVSTA)DTr6 )ATTACHED FREEBW0110 0617AC14E0 FREESTA193M ATTACHEO 11FREESTAII0a,* WND MAX POST FAG OST MAX P03i FTG MINMWMIN POST MAX POST FTG MAX POST FTG POST MAX POST fTD MIN MAX POST FIG MIN MAX POST F7O MW MAX POST FT6 MN p(GT MAX POST m MN lAAX POST F7G MN 1AAX POST FTO hINA71NTRIB MAX POSTFAO�'m WD7H FSP aPA:Y.q 0M ryPE SPACING te+l TYPE SPA03r, 106 POET TYPE $PAOND (0Q ly.PE APrIC11IO V1'0 POST TYPE SPACNG (N) POST TYAE ePAGWO OM P607 TYPE. VAC R'0 TypE EPACW9 (00 POST TYPE /PACING (IN) POST r M SPAGNB 1/6 POST lYF'E SPACING 010 POST TYPE (SPAN) (SPAN) (SPAN {SPAN (SPAN (SPAN (SPAN) (SPAN) (SPAN) (SPAN) (SPAN) (SPAN) S 1W ImLe Bit• S11• I 17 Pi' r 70 C7 T-T 7• 1 17 C3 617 617 29 C7 3 FS li [/ C2 P6 9'd1` 31 ]1 C7 7:tT T-M q 1 C2 + 4'.7' ll 31 C7 1• Err 1/ 1/ CS i•iT 3• ! 71 C7 154P 1F-0" C5 15' tYS 7e >s C11 S IT0 f um 3 F trS 1 1 C7 64T S 3' �- C7 F7' @ 17 p C2 3o 30 C7 f• 1 • I C5 Fes• Cam' 32 72 C7 T-7 T-7 l0 C2 1 1 C7 T-11• Pllt 1 1 CS i' ]7 ]7 C7 13'4 13'-S 7p T2 Cs 14'-T 57 C11 T tq Y•lr 1 C2 O 3 C7 t C2 +- {` 5 �' t r �• 1 FiG d'1 -9' N I74p 37 tqC Y•tr to 3' 31 .1Q 1/ 6-Z' ]1 C7 7'r 19 CS •9' ]Y CO {- t C5 1p C7 Tom• 1/ CS t:10' d3 CB 15'A' z2 CS I1P4- 76 C11 i T10a 110C Yr $' 19 IS 5'-1T S-t p' 32 C7 1/ Cs S-e• SS• 31 1 C7 0'•1p• 0, 17 CS T-T 33 7 CS 5-1r .11- 17 1 CS vc 73 A ell F4+' -TP 1T 70 CS 7µ• 3r }1 CB 174Y f Q, 21 23 C5 lr_r 39 CI1 g t100 110C YT g3' 17 9 5: 5-T• 32 C7 - S-7 10 N 4T 5++' 3Z C7 $ 41d 1e 20 C5 6=f0' S-Iv 34 74 S•T ST 1 10 C5 PS 0'J' 2J � SS Fir t/ T� d' K 31 Ce 11w tl 21 24 C5 17-0- 17a1" ]9 19 Ct1 10' 110 B g 17 C7 CS -T C7 g q C5 •T 3i �• 17 cS 34 4• To' " 114' 40 IlOC Yd1' D 3�' 1 Ste, C9 19 8 ]i F•P f-r 35 1091 4 lv-r 40 C11 It' 1108 HOC d'$ t-W 17 10 CS 6-1" sl' 33 3T CS i• Fr fi T Y47 5-0, 37 -71• F11' 21 C5 .T 9'.7 3 ]5 C9 Fd 5-0• 1T 29 CS 5'd' 34 Fi S-tl' I,. - try' ] 1'S CB ITT 10-T I2 25 tO=B' 10-tr d0 40 C11 12' 1T 110 i•�' T 1 to C5 4:1P 37 CB 4P 74 T CS i'd' CS 5A6' 1 i G5 0H C9 AtT FTT a C5 Y-0' 'r A CB Y4T iP /'-I' a 1 33 •P 77 C5 10�' t �• 41 41 C11 Bi MVWSERT Bi DBL2 x6.5 x0.042 BID DBL2 x8.5 x0.032 B71 3 x 8 x0.042 B12 DEL 3 x 8 x0.042 (1"I-BEA ERT (2)"C"NMW ATTACI4E0 FREESTANDM %Tvwjam FREMAWONG ATTMEO PREESTANT7IIG ATUC1fED FREESTA1DRrG ATTACIEO FpEEBTAIIOHG ATTACHED FAEESTAITCO)0 TRIB WIND MAX POST FTG MIN MAX POST FIGON) MIN POST FN) MIN MAX POST FTG IAIN MAX MIN MAX POSTGPOSTFT0P0.B7FTOPOSEMPOST MIN POST MAX MN PCST !MX MI MAX MW MAX MN MA% POST FTGPOST MIN EJP SPACWp lIM 1YPE8PAO070 ON) TYPE S 4FTGMAX 8PAON6 ONI aTPD3F ttPE xAACMG (IV) TyPI: SPACING (IN) TYPE 7PACiIn OU) 11 "ACK P!0 TYPE 9PACNG I00 POST ttPE SPAGNGI {N) POSTPOST TYPE &VACS' (R1) ON) ttPE SPAtIkGON) PLhBWIDTH PIPE (9PA10 (SPAN) ((SPAN) (SPAN) (SPAN (SPAN) (SPAN) (SPAN) (SPAN) (SPAN) (SPAN) 1103 1F{I ZO 1T4i 77 19's 75 ;-tr• fe T•1p'F-r 1 4A10- 1 "r.!Yla'5 110Cte'_TCS IT C11 1iS 70 C11 LS �` .1p' C7 F-I1- Sa' 31 07 -SF 1 31 C7 RPr 19 17-V ]4 S i{ B IOC 7F' 17'-0' 21 2d G5 lid' CI7 w4r. 1 71 CS Tii' 5 C17 C5 -P .1 33 70 CB '0-W 7 i•T ]I 1 C7 YS W 1 C2 1T -i 31 31 C7 i 1 S9 ira• 11W 34 34 C9 T A100 510 15-7' ISM 23 C5 tF-lu, t iF ip ?r C11 ITT WA 7S C5 1Tt+' 1 _ H C11 7:1• W-W f7 To CS 7•P / 1p' 3i y7 C7 p1r YSIC2 F� +T 1 C7 4' 9-IP is 1 C2 3s1• 32 71 C7 T-W -1P 11 39 CS "r P•1 37 33 C9 SCS Ina 1f• T 4f 41 C11 f 4T 1 CB S -!T 17.10' 4i C11 FS 19 CS +T 7N d4 CB 4'-1 4 i C7 4 f C7 i16 32 C7F- T Csr C110e 1 tY 9' 1i'• u,C11 i1 iFS IFS 27 CS . IF -IT 43 C71 5'•17' 5'-11- 7 19 CS 0:10' 7Nr 05 ] C9 4!J7VC2f� 4'4r S-T1'-S• 32 ]70'd C7 Y$ f9 7G C5 T-r TA' 35gis 35 p4T T CS -i CII !F•1 4] C77 17 C5 •T 5 c9 i' d C7 •70' CS , F. Y•10• 20 35 1S•T D 43 C11 T41 t16` 2s ?a LB 16A91 19 µ q Gil T , 17 20 CS 6V 6'a" 35 ]3 CS 7! 7•f 0' riT3'•T s. tC7 31 C7 5'-tr "IC5 2a id'1 C9 'G5C11 1• Ge14'F T4' 5 4e C17 4• p11• 1/ a: Cs tIC ]e 7e CB 3'•7•10-17 3•T to C2 s.P 74r C7 CS 312 C 813 14 GA STLNSERT Eli GA STL INSERT B75 DBL 4GA STL INSERT 8 DEL 12 GA STL INSERT ATTACHED mip li ANOWG ATTACH' FREESIANp7Y: A EO FREESTM'DHG ATTAC7I.0 FREESTAIDING MAX POST FIG MIN MAX p03T FIG MIN MAX POST FTG MW MAX POST FAG MIN MIN MAX POST FIG MIN MAX POST FrG MIN MAX POST FIG MN MAX POST FSO MN TRIG WIND WDIN E)P SPAGNO (III) POST SPACING ON) T TYRE SPACING ON) POST TYPE EFACING ON) ttPE; SPAGNO ON) p0S1 ttPE SPACING (IN) PO17T ttPE SPACING ON) POST: TYPE SpAC4Xi 000 pan TYPE) (SPAN) ,ji (SPAN (SPAN) (SPAN) (SPAN) (SPAN) (SPAN (SPAN 1108 S f10C iP-irt' 10-1P 17 10 C5 1I:0' f14" ]3 17 1T=8• 11=9' 1B 20 Cs T7 17S 3/ 34 CS TS- 15-2' 10 22 C5 Itr-1' 1d 1' 3e C11 lY-T' IT-T 20 23 Cs 1t•7' Irr 3! 77 C11 $10 S C V• 0' 0'•17 1! CS 1 it 0 34 G 1 •IP 10- tp G5 11 114C 35 C9 1]'-11t _10• 2E 21 CS 1t-0' 111 ]i C11 16.1' G-r 21 CS IS'•4' le•r JO 38 C71 110a 7 Ir1- 11, 1+ 21 C5 Ylr 0-08 CS 1pi1' 1 4 la C5 177, 1 7- 3e 3i C9 1X•10' 5 - 2t 23 C5 13=7• 13'-T 16 3/ Cl1 14'-1lr 1;'.7 Rf 24 C5 N=tD1 14'-IW ]9 3a C11 It -r S-T' 11i 21 G5 -r 4.1' c9 y S cs 1 f0'd 38 cn tr-t• 1 -1• 71 73 C5 1 1 C71 v t4'�' 22 $4 C5 40 cf1 + 1f 11 C -11Le ar S-r 19 2 C5 i•7' trr cn F- 9•-Ilr CS r 1rr cl1 1l�' 11's• 24 C5 1 -1' _ ctt k c5 f3'-2' FT-T !L 40 cn S 11t1 C' NOTES. f 10 0 1 -WHEN THE PATIO COVER IS INSTALLED ON A SLAB ON GRADE $ 1 +.T Fa' F•1 7 1 i 1 5 7 70' 11ly T8' 22 C5 tr C71 CS R17 37 C77 1 ' CS 11 C11 Cs 12 41 C11 (RESIDENTIALAPPLICATIONS ONLY). THE MAXIMUM POSTSPACNG IS 1196 11' Tr CS iff C11 ar 20 C5 id GII 10-0' n CS T7. 0' 4p Cl1 17.'fT 25 C6 7R' 12 C11 1W U3WEaT OF llE•L7AX POST BPACNO ISPAPT S143'NR ABOVE 11 C �• 32 �• F7 F 1 d' 25 17-TV 40 ! 41, 124 41 AND THE MAXIMUM POST SPAGOX'S. LIDW110N DETAILBr37.1 12' 70B 2-IT IS ACCEPTABLE TO SUBITILITE COLUMNS WI HIGHER NUMBERS S C11 7'd' iS CS S•T C71 fi• C5 1P H C71 IS4P C5 11 C71 11 C W C5 7,V, � d, � F•7 � yef0' S 1 i1 ITS' 2/ 144F 42 W7 THOSE SPECIFIED W THE TABLES SHOWN. _ L . :. 2485 RAILROAD ST, CORONA, CA 92880 95133BASOO eQ ewr0+4� DATE SIGNED: Apra 25, 2018 IItiL�ER'IIV(� 26030 ACERO, SURE 200 MISSION VIEJO. CA 92691 949.305A150I FAX 949.305.1420 IAP MO OTM ES REWglON5 VA DATE DESCRIPTION 45TELJOB{ R-l0il DATE WRVIB MN11T1 BY AER OP3JtEB {9S IAPMO 195 V 3.0 SOLID COVER STRUCTURES: BEAM SPANS & FOUNDATION SIZES 50 PSF LL/SL, 110 MPH S8.50.1 ATTACHED & FREESTANDING SOLID COVERS - 50 PSF GROUND SNOW LOAD OR LIVE LOAD -120 MPH - EXP. B & C �� 3" SO. ALUM WP B1 65"ROLLFORM O MAG BEAM $3 4'FBEAM (B4 } 4.5'MAG GUTTER B3 12 GA STL"U' CHANNEL SBS) 7"FBEAM ` ,`l �J I^ ATTAGIED I FAEEST4OQi ATrACAEO I FREESTANINIG I ATTACN[A I FREQNF) ii16 I ATIAGED I FREESTANDINGI ATrACIEDIFREESAIDIC ATiAGED- I FNEESTAIMING TMB WIND MAX POST FTG h1P! i MAX POST FTG MIN PGST MAX POST FTG M0! 1'OSI MAX POST SPAC■dO FrG MIN POST MAX POST 9PAM'G FIG IALN POOT MAX POST �A71VO M FIIN POET MAX POST aPAW 3 FIG (W) MIN POST MAX POST SPACING FIG MW P031 MAX POST EPACOi3 FIG MIN POST MAX POST SPACtJG FTG MN POS MAX POST 5PACNG F'Q MU! 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MIN MAX POST FTG A1W MAX POST, FIG MIN MAX POST FTG MW Ap$T MAX POST FTQ AIIN WO1H ETP SPPA;1!4 OM P0.Ri rrPE 9PAC40 ON) POST TYPESPACING 010 TYPE 7PAONG OM POST TYPE SPACWO OM PD9T TYPESPACING (IN) �"r' PE LPACIAG lB'+) wn (W) P4iTP A,PE SPAWA3 (WI TYPE SPACING (W) TYPE OM TYPE Of,) TYPE (SPAN (SPAN) (SPAN) (SPAN) (SPAN) (SPAM (SPAM (SPAM (SPAM (SPAM (SPAN (SPAN) (SPAM (SPAN) (SPAN) S ?Zp$ 5-0c 1■'-0- 11T 21 24 CS UTQ' Ir 37 Y CIt s9'•q'� 11, �, 72 35 CS + - 1P$• 3/ C11 d4T aa' 1 1 CS O=fP S-la 32 32 C7 SIY 5'Ir Ta 10 G2 L'S 4'S 01 11 C7 5'IT 5'-1P 1! 1! C2 i'-0' 31 it C7 17-r +, IN C5 17a 1Y 34 34 CS S [70Q i20 1Td 1 72 CS 16d + C71 5E'4P 1/'4C 2} 75 G5 1fi' Hai' Aa C11 71T T 1 CS W---1' P-1' ]3 CS aw• 5'4r 1e ■ C2 7+T 31 1 C7 Y-0' 5"7' 10 F/ C2 7-iC S•I0• 31 1 C7 d4F 1 CS 51--W r Si 34 C9 T 12DB $70C 1a•11 +0'.+' 23 20 CS 1S 1tl SY. 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OM TYPESPACING OM S 7E SPACIAL OM .I.P� SPACIN4OTYPE 9PACSAM1 UM TYPE EpACIF.q (IN) STO87WDTH TYPB SPACWGi JZJ'MPOSTPOSTPOSTPSPOST'OS TYPE 9PAgNG (1') 7Y1Y (SPAM (SPAM (SPAM (SPAM (SPAN) (SPAN) (SPAN) (SPAN) 9 lm B 1R+[i le CS T1'� 33 C0 I 'd' +9 CS +74T CS 1 m CS 14'.i' 3/ C11 f i+ CS 7l C71 1 D.+o' 21 11'$ 33 11' 21 1 s 31 1Y-Y 27 16•i w T Za n,� 8 1 CS 1 4' 34 IV47 1P GS Its C9 1 •1 Ti- G5 14'r 'N C71 1r.r 71 C5 ET" C11 , �- la•1 17 1 1 1P1 f2G8 •+• 1P Vs 37 G9 10-4T 70 CS 1P.T CB 17-IT 71 CS 77.7' 1d C11 WIT C''` C11 T 114 C V-1, CS P4T m 10'$ m IV•T 3/ N IP 2F 17-r 34 T4110' 74 TV -IF 21 S e ar C5 ! r ss C9 9u• (S I C11 , •r CS / 39 C11 1 3 CS Inm 4 C11 1 G a•T 22 _ W-W 23 T -0- + -I 12$ 39 If4T zs I P 120E a4' A C5 - CI7 E-10' 21 CS Pi• C11 71' CS 12-1' ]4 C71 C5 C11 120C 1FS' 71 S-r 6'-1a 23 i' R TFW m 12-1' 39 IS4' TO l- I 71a' 2D CS a ON Sd' 21 CS ai Cl fa -Id 23 CS I1 C11 !i'aT 23 c5 H75P 4+ C11 IS. 1mC d rT' aJ' a•Ip• 7r -1 jw 1 7• 27 1 1 110 B T4' >n C5 T-P 77 C11 dd 2i CS V-w JQ C11 taa R CS 17.1tr 49 C11 1z-0' 21 C5Ir-w TY4P R C71 120C .4• P a4i 24 MW IFY 26 + •1 d0 124T 27 +t P12 im a 21 C5 T G11 C5 a-T m C71 S CS ! S nr 41 C11 1 I' 2 CS 1 CI! F& 2 TW TA' 4-Z' ]6 P-7P I ttiS 28 It, I 47 NOTES: 1 - WHE-WHEN THE PATIO (AVER E INSTALLED ON A 9LAB ON GRADE (RESIDENTIAL APPLICATIONS OPA.Y), THE MAMMUM POSTSPACWG IS THE LOWESTOF THE'MAXPOST SPACNG (SPANr SHOWN ABOVE ANDTHE MA)9MUM POSTSPAGNGS SHOWN ON DETAIL 0137A 2- IT m ACCEPTABLE TO SUBUTL fE COLUMNS WI HIGHER NUMBERS WI THOSE SPECIFIED IN THE TABLES SHOWN. 2485 RAILROAD ST, CORONA, CA 92880 951.736A500 �pf`F34fpy�C Y, •� S585 OF CALI`_ DATE SIGNED: Aqd 25, 2018 �fsrrii�IdQ 26030 ACERO, SUITE 200 MISSION VIEJO, CA 92691 949.305.11501 FAX 949.305.1420 TAP OT. E luvrorl 1'APof D4:E DESCNPIKKI 4 s1Tax>aA viml DATE 09r5IN CPA\5'N 9Y RER O.C10I1 Av5 IAPM0 195 V 3.0 SOLID COVER STRUCTURES: BEAM SPANS & FOUNDATION SIZES 50 PSF LUSL, 120 MPH S8.50.2 ATTACHED & FREESTANDING SOLID COVERS - 50 PSF GROUND SNOW LOAD OR LIVE LOAD -130 MPH - EXP. B & C 65' ROLLFORM aB2 MAG BEAM 8S 4' iBEAM 8d 4.5" MAG GUTTER O. 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Ii C° 17P g•>P 36 C71 1� 1*1 YY-1 b C° ,T-r 30 C11 —Ti 14'd aT C5 14'A• 40 C71 179 $•1- E-1' 21 ZL C° e-r d$ 35 36 C11 6'-0 aT•IO' 22 7s C5 9i- g3' 37 3Z C11 11'S t+'d 24 2Z C5 12-1- 11'-Ta ] 9 C11 T7'-Z' 24 % C5 lr•r IS'd Ctl t30a g SYIG NOTED: 19 ma 1 - WHEN THE PATIO COVER IS 114STALLED ON A SLAB ON GRADE Td' 22 C5 °• 3 C11 15 p•1� r7 011 7V 24 C7 11 W CII + 5 CS 1 s 41 C71 1 C S-1' } $i• I, �: 11: • 17L" 1t s (RESIDENTIAL APPLICATIONS ONLY), THE MAXIMUM POST SPAC01G 15 r 21 CS T-9' 37 G11 Bd C5 $s :u Ctl 1 74 C5 1D.R 40 C11 2'd 25 CS 17d Ct1 I30B 1!' THE LOWEST OF THE*MAXPOST SPACING(SPAM• SHOWN ABOVE i30C Ti, r-r S-0, { 1T Yd I d + +119: [5 AND THE MAXIMUMPOUT SPAGfxI9SHOWN ON DETA0. SI57-1 131F fY T30C d 4T 22 CS 8 T•4• ]I C11 P C5 6 al_ C11 •1 y,.1P 38 C9 1 3 n 4+ CI1 11' f1� CS +1V$' 11' a7 411 C71 2-Frig ACCEPTABLETO SUBITTLITE COLUMNS WIHGER MNMBEAS WI THOSE SPECIFIED IN THE TABLES SHOWN. ■ 2485 PAILROAD ST, CORONA, CA 92880 951.736.45W DATE SIGHEOIApy 25.2016 arf � 710 T%t 26030 ACERO, SUITE 200 MISSION VIEJO, CA 92691 949.305.11501 FAX 949.305.1420 0MO PEV MIS 1ANR SALE OESCWP M 4SMJoe* n-N! 0.41E W Ifi °AAY,N ar BHt (WO(® IDS IAPMO 195 V 3.0 SOLID COVER STRUCTURES: BEAM SPANS & FOUNDATION SIZES 50 PSF LUSL,130 MPH S8.50.3 (E) KIMNG I RAFTR IXIFIPET m TonEDc SixNDTE 2 OS I I • SEE NOTE 2 OR B• O.C. I i I i COL. TTP — _ ( I SEE NOTE 4 �1 ± •1 � SN WE 2Ir BEAM SEE NOTE J purr ►new NOTES: F.2AW �CTIV�T cvDHsols A LENGTH OF STRUCTURE L' SNAIL NOT BE LESS THAN ITS PROJECTION 'P. SEE DESIGN ASSUMPTION NOTE 10 FOR PATIO C019N5 CONSISTING OF SAID COVENS AND LATTICE FIMMWG. B. HOW OF STRUCTURE TF (TO TOP OF ONO) SHILL NOT BE OVER 12 Fr. C. BFAAI OVD0NN0 'ON' SHOD. NOT EXCEED 25% OF BEAUS AN "IT CLEAR SPAN. O. PATTER OVERHANG 'OH SHALL NOT EXCEED 25X OF RAFTERS AWCDNT CLEAR SPAN. E LATTICE O/DfiIWO 'OH SIIALL HOT EXCEED 25% OF THE TOTAL UNSPUCED LENGTH OF THE LATTICE LTMOM OR 24. WHICHEVER IN LESS F. TROUEMf WIDTH ARE AS SHOWN ON PLft • TPoB (Sad)= R ADJACENT RAFTER CLEAR SPAN 0 RI,NT + RAFTER TRH O LEFT • TPoB (BU T)-)j ADJACENT RAFLEA CLEAR SPAN 2.SATPIPE caml A SEE SHEET L4,1 FOR LATTICE PROFILES. B. SEE 014M L1.IA N L3-TF foR RUUTNlT I`AeIILR AM WLVWBN SAWS, C. SEE SHEET L2.1 FOR REDUCTION OF NAPIER WAIIMIII SPAN WHEN DESIGNING FOR SNOW LOADS 0. SEE SHEET LB.1 FOR CONNECTION OF LATTICE COMM TO (E) BUILDING. RAFTER SEE NOTE 2 B WOMETRIC VIEW J/JYaI'-0' A SEE SHEETL4.1 FOR DEAN PROFILES. B. SEE SHEETS L7.1 & L&= FOR TABLES SHOYJIG U MUM BEAN SPAN. C. SEE SHEET L2.1 FOR REDUCTION OF BEAU LLWYUN SPAN WHEN DESIGNING FOR SHOW LOADS. D, SEE SHEETS LS.T FOR BEAM CONNECTION & DETAILS. 1-CC{I,'k1F A SEE TABLE 1 TRH THIS SHEET FOR W MUM NIUBES OF CMBNNS REWIRED BASED ON COVER aMDN510N5. B. SEE SHEET L41 FOR CUM PROFILES. C. SEE SHEETS L7.1 AND L6— FOR TABLES SHOWING MAXIMUM POST SPACING. D. SEE SHEETS lax & L7a FOR COLUMN commm ! DETAILS. A SEE SHEET L7.1 FOR CaNW CONNECTION TO Fn MTML B. SEE MW SPAR TABLES ON SHEETS UBaax FOR MWBAAJ FIXRaG 5RE FOR PATIO WAR SUPPORTED ON CONCRETE FOOTING, BASED ON BEAD SPAN SELECTED. C. SEE L7.1 FOR ALTERNATE FOOTING SIZES. O. SEE 6/L7.1 FOR ATTACHED PATIO COVEN SUPPORTED ON SUB ON GRADE TABLE 1 MMMLRA NUMBER OF POSTS R CO "G PEN�PIf!I13AA•I:SSi?-I.3D:.1� ��E)•©�i01ElEE>• �,•E��EaooQo �EaEao��000 0!1•E�E1�=7it1�l� �`J�:amm1110 7 �I�w�al�>.Illnea�a IIIIIIII�1�11�� k��M� NOTES! 1. 14UN6ER OF POSTS SHOWII IN THIS TABLE S A MBINOIA AM POSTS AS REOUDTED TO ENSURE THATTHE'MAKPCSTSPACTIG R:PAIIr 8WN11 ON SHEETS S8... OR 1.6— IS NOT EYCEEDED 2 THIS TABLE 6 TO BE USED W CO.YNHCIION WITH DETAIL NS&3 OR ILEA.]. 3. 1189 TABLE DOES NOT APPLY FTHE BDE PLATES ARE PROVIDED FOR AE87NETTCAL PURPOSES AAOTHE BEAM 6 COIIIIECTE03 O THE COLUMII OAECTLY OR WITH A BRACKETPER SC. OR L& 3 SHEETTNUEIC . LATTCE ATRUCTLA7E8.']7Pg E GO.1-TITLE SHEET, DESIGV LOADS, GENERAL NOTES L1.1-LATTICE STRUCTURES: TYPE E p I -LATTICE STRUCTURES: SNON LOAD DESC-A: SPAN REDUCTION FACTORS DUE TO DRIFTAN D SLOIFG L3. IA -LATTICE STRUCTURES: ATTACHED COVERS RAFTER SPANS L4 I -LATTICE STRUCTURES: BEAM PROFILES L4 2- LATTICE STRUCTURES: COLUMN PROFILES L4 3-LATTICE STRUCTURES: CONVECTORS LS 1-LATTICE STRUCTURES: ATTACHMENT TO EXISTM RULDING L62-LATTICE STRUCTURES: CONVECTON DETALS US 3- LATTICE STRUCTURES: CONAECTION DEFALS L7.1-LATTICE STRUCTURES: FOUNDATION DETAILS L7 2-LATTICE STRUCTURES: FOLWATIO N DETAILS 03J - LATTICE STRUCTURES: BEAM SPANS AND FOUNDATION S12ES>,x PSF UJSL, IRO MPH G9.1-ADOIfIONALSTATE LCENSURE STAMPS LATTICE COVER STRUCTURE TYPE E: ATTACHED SINGLE SPAN WITH OPTIONAL CANTILEVER 2465 RAILROAD ST. CORONA, CA 92660 951.736.4500 WESMWOE ,APIAft2010 �I 26030 ACERO, SUITE 200 MISSION VIEJO, CA 92691 949,305.11501 FAX 949.305.1420 �A P MO ES TM REVEA VAM DATE DESCRNPIIO'1 4 STELJOBN I7-1.1 IM,TS uW a DRAWN BY RER ORCKED ND9 IAPM0195 V 3.0 LATTICE STRUCTURES: TYPE E L1.1 - s RAFTER SEE NOTE 2 N (E) BUILDING PAM SEC am YA5018ry wALL SEE*SNT.T a NGIB 2 AAfiiR CONVIXDOR . r ID aw SEE NOTE 2 I I I I 91 !�- I>! uTNI ® 3' OR e' M SEE NIOEE z I SEEN RAJ7ER O rzo , SEE HO1E 4 x ` SEE RM TO 1TLUF SLE NROIE 2 lyYty! q TQ � Gf I E OH SEMI CLEAR SPAN BEAN CIFMcomok-LSPAN LF7gD1 1, SEC NOTE T OR _ _ Sa nP OPRCRFi SIA SCE WN 5 T 1 PLAN VIEW 1/11'=1'd Imm. I_ PAM pm.9 ,VB7816,6 A LENGTH OF SIRIXTWE V SHALL NOT BE LESS THAN ITS PROJECTION V. SEE DESIGN ASSUMPDOR NOTE 10 MR PA110 C04].* CON+SSIIND OF SCUTT WMZS AID 1AMa FRAMING. IT. HLIDHN OF STMICILFE 'If (10 TOP OF COVER) SHALL NOT SC MA 12 FT. C. FM W 944MIG 'OAF SHILL NOT ID[= 25% OF BFALFS AWILDR CLEAR SPAN. D. RAFTER OVERHANG 'Of SHALL NOT EXCEED 25R OF RAFTERS ADJACENT CLEAR SPAR. E LATTICE OVDMTAND 'OF SMALL NOT D(CEED 25Z OF THE TDIX UNSPUCED LENGTH OF THE LATTICE MBER OR 24, WHICHEVER S LESS. F. TRBUTAR! WIDTH ARE AS SHOWN ON PLAN. TRIG (emi)- ); ADUDDIT RAFTER CLEAR SPAN 0 RICI f + RAFTER ON O LEST THIS (Bnt)= X ADJACENT RATTER CLEAR SPAR B RIGHT + )) MARCDIT RAFTER CLEAR SPAN B LEFT TREE (BIDG)=h ADICIDIT RAFTER CLEAR SPAN A SEE SHEET L4.1 FDR LATTICE PROFILE. B. SEE SHEETS L3.IA & L3.1F FOR RAFTER PROFILES AND WMIA SPANS. C. SEE SHEET L2.1 FOR REDUCTION OF RAFTER MAIDWM SPAN WHEN OSIGNNG FOR SNOW LOADS D. SEE SHEETS U.1 FOR GONNFCIION OF LATTICE COVERS 10 (E) BUILDING. FSOMEMIC VIEW A SEE SHEET L4.1 FOR BEAU PROFILES. B. SEE SHEETS L7.1 & Llk— FOR TAKES SHOOING MUOMUM BEAM SPAR. C. SEE SHEET L2.1 FOR REDUCTION OF EIFAII MANUUM SPAN WHEN DESIGNING FOR SHOW LCAM D. SEE SHEETS IS.. FOR BEM CONNECTIONS & DETAILS, A SEE TAME I ON THIS SHEET FOR MNUM NUMBERS OF COWMNS RE11MIT BASED ON COVER D111E1SIONS. B. SEE SHEET L42 FOR CDUAN PPDFAM B IJ SEE SHEETS L7.1 AND IA TM. FOR TABUSXMTM MAVMUM POST SPA.CJHO. D. SEE SHEETS I.S. & L7.1I FOR COMN CONNECTIONS & DETAILS. 5-EflLTVIT0 A SEE SHEET L7.1 FOR COUAIN CONNECTION 70 FWNOATION. B. SEE WM SPAN TABLES ON SHEETS I& .. FOR MINKN FDOING SIZE FOR PATIO COVER SUPPORTED ON CONCRETE FOOTING, BASED ON BUM SPAN SELECTED. O SEE L7.1 FOR ALTERNATE TOO= SM. D. SEE SA7.1 FOR ATTACHED PATIO COVER SUPPORTED ON SUB ON GRADE TABLE 1 1AKWUM NUMBER OF POSTS REOUIRPVG ATraruuournso„sA� na�A A, ��lil1•!i!�!1•�S �.�l��s•��dET•Q: tt!>r�=�cTttt• tT• E=I ILILLILLII� 1�d0 0 o t>•' �:� ILILLILE��io �>• �>• �a l���l�>rd�t>• l�I�C�Lt':1�:1E1r i� �i©E��1�1E��11• �L�orrLa��■rl��yr�� TL�ani�sl� l�r �Lar �a INTEs: 1. NUMBER OF POSYSSHUMINTHSTABLE B A MWMUM.A00 PWM AS REOURED TO ENSURE TRATTHE'PMPOSTSPACRIG (BPAIU'SHOWII ONSHEETS SS."..OR U—r S NOFE)TEEMB 2. T9S TABLE S 70 BE USED IN CONIUNCTION VVIIH CETAIL WSB3 OR 3&63 3 THIS TABLE DOES NOTAPPLY FTRE SM PLATES ARE PROVIDED FORAESTNETI ALPURPOSES ANDTRE BEAM S DM&GTEDTO THE COLUMN DREMY Oft WITH A BRACIETPER SB 30R L6.3 G0.1-TITLE SHEET, DESIGN LOADS, GENERAL NOTES LI2- LATTICE STRUCTURES: TYPE F L21-LATTICE STRUC WES:SNON LOAD DESIGN: SPAN REDUCTION FACTORS DUETODRFTANDSLONG L31A-LATTICE STRUCTURES: ATTACHED COVERS RAFTER SPANS 14.1- LATTICE STRUCTURES: BEAM PROFLES L42- LATTICE STRUCTURES: COLUMN PROFLE9 L4.3- LATTICE STRUCTURES: CONNEC70RS LB,1-LATTICE STRUCTURES: ATTACHEE W TO EXLSTNG BULDNG LB2-LATTICESTRUCTURES: CONNECTION DETAIL Lea- LATTICE STRUCTURES: CONNECTION DETALs L7 1- LATTICE STRUCTURES: FOUNDATION DETAILS L72- LATTICE STRUCTURES: FOUNDATION DETAILS UL--LATTICE STRUCTURES: BEAM SPANS AND FOL9 RATION SIZES v PSF WSL, UO MPH G91-ADDITIONAL STATE LICENSURE STAMPS LATTICE COVER STRUCTURE TYPE F; ATTACHED MULTI -SPAN WITH OPTIONAL CANTILEVER +Y'S IS 2485 RAILROAD ST. CORONA, CA 92880 951336.4500 �rFS5g1-C'�Agb�. �y� �4 'lFaCALIi ' DATE SIGNED: APIB 25.2018 G�VIVIAMR&7 26030 ACERO, SUITE 2DO MISSION VIEJO. CA 92691 S49.305.11501 FAX 949.305.1420 SAP Mo OTM E5 REYDARRS 1W DATE DESOUPIKKI 45TE1J04E I7-IOTA DATE D fll M"N B SER DEtA MOB IAPMO 195 V 3.0 LATTICE STRUCTURES: TYPE F L1.2 ON410 (mv-QmSLASSUNPIP i9 GROUND SL p>< hd. IN. L. ' W-0' UAX. 25 1.31 hd = 0.43 (1 y � (SL 4 lope - 1.5 30 1.43 W - 4hd = I-W 40 1.50 50 1.75 UA W USED IN DESIGN ] 50 NOT PERMITTED ATTACHED COVERS N.T.S. IF S<20' A70 5<61% THEN SITE SPECIFIC DMEFIM IS REWIRED.IF5> 20' OR S> TIN THEN NO SNOW Dfl6TINO AN01OR SUOING NEED TO BE CONSIDERED. TABLE 2 ATTACHED COVERS LATTICE RAFTERS SPAN REOUC7 N RAMA TYPE EFMI w a90 a. 62ke Tf 4 MhWaWAB 9.7A1e' 9.7or a 1IYE02v a.1-21 ea 1a5a 11rs0 4ra THE NTHE YADINY ROOF PIE TABUUIED SPANS D SOLID HE ROLL FORUM ROOF PANELS AND BEAUS USED W THE CONSTRUCTION C OF S MUSED ADJUSTED kW Cg1UE1iCpL COVERS MUST BE ADP15fm PER TABLES 2 MD 3 WHEN DESICMNG FOR SNY/N SUDNO MO/OR DRIFTING. FREESTANDING COVERS SNOW LOAD DESIGN CRITERIA: DRIFT & SLIDING �- H.TS. TABLE3 ATTACHED COVERS BEAMS SPAN REDUCTION FACTORS BEAM TYPE GUMM S m B1 01FX' g0ULLE0NF7ED 065 OB OB 0.8 B2 MAG BEAM 09 08 005 0.65 03 4' FBEAM 005 085 065 0.65 B4 MAG GUTFrR 08 0.8 0.8 0.6 BS 3'B0 ALUM Wr as 0.0 0,8 00 12 GA STL'U' CHANNEL 86 T FBEAM 065 D,as 0 BS O.BS WrE E17 OBs 0.65 as 0.6 oN7'F9EAM V SFUCE BS TFBEAIA Wr o95 0B BB 0.8 TWO V SPLICES 89 (2)2Y 612x 0042 OS GB 0.75 0.75 B70 (2)2. B 12x 0.032 06 Oe 08 0.75 B71 3xa 0.75 0.75 0.7 0.7 012 (2)3]6 00 00 075 0.7 013 91:TEEaWrLWSEgT oB OB O.B 0.6 14 GA S B14 21 0.05 0.05 005 095 12 GA STEEL W3 SERT 1315 (213xTEEL6WFWSERT 0.&5 0B5 085 06 74 GA S B" RSTEELIJx6 Wr De 0.8 oa 065 12 GA WSENT 2465 RAILROAD ST, CORONA, CA 92880 951.736,4500 ESS C � S 50 5 DATE SIGNED: Aprd 25, 2018 �i �.�M�/L 26030 ACERO, SUITE 200 MISSION VIEJO, CA 92691 949.305.11W I FAX 949.305.1420 IqP �o OTM E5 rnlnn V.V4( 611E DESGRM'11011 45TEL,De4 D.,m1 61re osasle 0 %)i, BY REq ClFO(BT AD.R IAPM0195 V 3.0 LATTICE STRUCTURES: SNOW LOAD DESIGN: SPAN REDUCTION FACTORS DUE TO DRIFT & SLIDING L2.1 KM). N1Pf 3W4- 1e Allen a06F14ji T U42 8 d ,, ,,•,,, Li 2.000• 6.WC NYLI �, 20W a.0 x W RAFTER DSL 7 x W RAFTER 3rB RAFTER -FREESTANDING STRUCTURE 2]67f2 RAFTER - FREE SIA NDp4GS'IRI1CYllRE 0 BL2]S1/2 RAFTER -FREESTANDING STRUCTURE 11 11 i SPACLY9 Wk17 + UJG51. 7 !P!1 EP Llffi$t !PA WYI O! Inc If0• 1fe0 12¢D 120C 1]Q¢ f]OC OTC 11¢H 110C I]01} 1$40 I30lf ejaC Nfl QfC 1108 110C I Q® I20C E iaQC 1G' 21'•1 E' 7P•1P xr•1}• 1 T 1r-+rl IN-lp f0• fifi' f5'-1' LH2' fro' IPi` r.fr i6' Sr-B' !Ca' TPA' Tr-t1' IiyFT 1 $ 1C Q-� Mir IC Ir Ir.1• Irr ! �' fewr'�! 2C 9'-0• V-1' S-I• r•7- li4i' 8:1• AG`t xi' 114• 17-0' lnlr 174' L•j' 111T p ¢.417 � a• � + 11 1 • a 1 } 1 IQ aoa ifIPi1' If-T !4' 1r41' T:Rr ex'•le' 10 q0]$ 16 a" iri1' 1 Ir$ + I •T N' N'•6" 14l' fitR iP•T ai' 1 4 fl�r 1 •6' 1P•1]' 1'-2• 1r-0' W t 1C�' 1 1Rr f6-0' 1411 23 O.fifx 1f 1Rd' r-0' frir 1• 1T-2' I IS -a' 0.0e2 !6• fe •T IT-7' fri C.1 e' IFI x •i' xr.11' xr-57 z"• - I• 72d• N' 14'4a I",NAP Mill!+• lnrr I",' 24' 4¢Ir Ir-s 1ni' tYa• 71S1P 1:-12' Off„ Y 211Y ma aTa• 19'i' 19'-S' tea• IV 1T•Y i:•1¢' lY.f 1' 16.7' Ir-0• la•.Y 16' C.I I' r.r F.I. 341 ra• 6-1D" Ir 1?•13' lYa• na I• 1r.7r IA-1' t76' 30 e,Q/Q w-3' 13=r sr-1P la4' 17 3' 12-1P 9'� 2e' C•1' T- r Q'� IV ro• M. r-r Ta• M' 11'-0' 1a-17 11=1' 17T Y/•!• 1 .} 1i• 1sa laa 1v 1i+12• 1 •r u••r s• Ira• lr-r rr uw• n 1 Ef`4• w- +r•n- ens• 1ri• fE�r 1a'4• } -1: se 4.fu2 zo ams6 ' aan ]a• rr.l • I - �1. lztl• „e I s-f ■•s •r f r • 1 a' 1 r 1 +r 1rT• s- ii' f -1 IS•1Y 1T•7' fi' I R' sera 183' 1nr IT4r SR1• fi• %a• 21'-5' Qf'� 41• 10' IY-1P eQ ¢-eix 0.?ii 08+2 PS- 1RIi• I1'J' Ify' 1 111fP s!'•x' xV' Ir4P 3�ar Ipa• 1]'•I1• fylm 11'i• 24' ]►7 lia• =ix IS•IP 16.1T 16a' 0.024 IS' Y-]' 94' Y-0' 71' Y4' f?' 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BTl' ra' s-S' s-0` ecT B�' Q'� ;4' ■ ra• r a• ra• r•Ir 1 AP 1P m Iva 3.1+ I 16T P f -rr u16• u16r 1n1r 4Q aa]Q 21 P a F•1 aL 1r� 1? I]? 1TH 1 sr 1 c awa +v 1 t:a• 1, r rr;• 16' 1F1Y' 1D6' fr•S' sTLu• v.+r sr3• zr Qwr 1rr fP•r !ri 1rs 1vr 1sa fa.1 1+ r +4a ur laa o.04 a r4r rr na ra ra ra a 1• f<•16 3a" ra r-r v-r r r 2r sa" ra ir-e c-L sar a-1r ¢ar rner wr ta• es ta• -1 a 3B r• a' lr Lr ] nP 1 +r-f ¢c °'0 2i' a•! sx r•Ir rr r- 1 r 11= Tfa Ir•la n n Iva Q,o� a• 12V• 1r.s• Ira• In1r 11+I5• Ira• o.wz Ia• 1 . 1 .f• srar Istr 16,lP I " xr 191-r 1111t- r-11• id P+r r•6• sr li'a• la,lr 1r.12- 1xv a ' 1r.1• • 24115 RAILROAD ST, CORONA, CA 92880 951.738.4500 �FESSrpyy� S5 4� DF p1L e� DATE SIGNED: April 25, 2018 E'IFiL•i/hf,E��iI1HL�i 2¢U30 ACER0, SURE 20U MISSION VIEJO, CA 92691 949.305.1150 I FAX 949,305,1420 RAC MO ES TM PFV19016 VAfil( 61TE QFSCNP11011 ieRi JQert 17-Ion DATE ovule olawu er IIEIt GIEp(FD e•09 IAPM0195 V 3.0 LATTICE STRUCTURES: FREESTANDING COVERS RAFTER SPANS L3.1 F • 24115 RAILROAD ST, CORONA, CA 92880 951.738.4500 �FESSrpyy� S5 4� DF p1L e� DATE SIGNED: April 25, 2018 E'IFiL•i/hf,E��iI1HL�i 2¢U30 ACER0, SURE 20U MISSION VIEJO, CA 92691 949.305.1150 I FAX 949,305,1420 RAC MO ES TM PFV19016 VAfil( 61TE QFSCNP11011 ieRi JQert 17-Ion DATE ovule olawu er IIEIt GIEp(FD e•09 IAPM0195 V 3.0 LATTICE STRUCTURES: FREESTANDING COVERS RAFTER SPANS L3.1 F u. AL10Y 7004fU6 AUIu. MUM 30044M AUI# buFrrss HJ.ITf.70044156 3lEEL Agin AMYSS GRADE 20 G60 1.t2P' 12GA. COINNWIl0U3 0.042 Im W T7. b ?� 2.824' aGGG' � aaaa' ,� 2 % 9 LATfFCt= TUBE S x 8 x DD42' AEUN BEAM WIC r� x 3xOAaACLU IkS4lMBW AEsur ,mo4rve �. ALLOY sGGF44S6 11 AUIII soG4-uts rum stm A:F11 ASS}45 CA�fIE 50 ALUWM MU tr coEmntm FM INSERT PER 014/S4.2 04Y NIP. 0.T14 GI 2. y 4 100G 3.000, {,p00' .1 �. WAY i 112 x i 112 OA a x 2 �E 6aL s x a x'M AWM. sFAM O8L 3 a 0A42' aet x x e v_ a x aar LJ L TROE TUBE �•r+r 4YI w i�A 8R Ik8ER7 a' -ram a=1 o r.ro lA1EN4 111Of ](qi-RSi Nf1Y. ALWY �OG4.1U0 . N10Y 3004JL16 51€n ASlli AEasa GRYIE D OW t910 51EFL A&W A653-M 0IAOE 70 co0 a A1111LNTIu OWe coxrlGlaus MM INSERT d 14 GA PER 014/54.2 CONnNlloln 7YP. SM INSERT osr zoGo 2-ow aoaG' ,l 4.G[G' � aGCG' 2124' B1a DBL 3 x 6 x ON? ALUM, BEAM �13 x a x ONW ALUM. BEAM W/- � bBL 2 x 61/2 x D.D3r W/ 12 OA STL INSERT r=r-0 14 O1l 8T1. INSERT r-ra r-1-0 ASFN AS00 G7:W[ B ASV AeoO EAADE 0 U. AEi>�' 700{-rIJS ex. ALLOT OALUNNW OR STEEL POST PER PLAN Ll oar• ` �; arse• s � Si t OAf10• O'er• 7A00• 4800' HM SEE TABLE I ON LI.r< FOR APPLICATION OF THIS DETAIL �1 }4&a d x d x 31f8 � H98 3 x $ x 91i8 �1 DA42' 81G� PLA7E9 r1 s•_8R ALUM POa7 AM Asaa snore B A49L1 A3W rnAa[ B w u, AaEar W¢yt4 Far. AEEOf sacs Fva 0.76 EdOIY ayso' � � �M., aria' � � �rrvr � —�{g4000• low' mm IF IS ACC07ABEE TO M4A TIC WMll SECDOFF OFILL FE MO BY R IS AECUTAOLE FO WAM TA6 ML(NN sMT" g tlxOmjj Bf SEUMN Cl IOR AESTKFVIJ AAa06C5, NO FASFENERS W Rf=IUM SECDO F Ct FOR AfS UXPL PtF V&M NO FASTI1i�S[6 1AC REaEARLV. SLEEVE SNAL E)OEHU FROM THE FOUNDATION TO THE UNDERSIDE OF SLEEVE SHAH E]ETEM FROM THE FOUhattION TO THE UNDERSIDE OF THE EIFAWCOIIALN LONFECFIOH. THE BEAN/COWUN CONNECTION. �1€+ea d x � x v4 � t�a9 s x a : vS � � fAAii PasT r1 � as u.u�. Posr ASFII ASCO COX a 1 AM] L7E1OE s0 L7W ALLOY sppy.FEje r ALWNUU OR STEEL POST PER PLAN I-W — �0, as+r 5.000•� 4 0l o-.IUY IT 0 R IS ALCEFFABIE m HE1 IEIIS CaLWN SEC FEDH {FIeL Ep,�F7 aE SLEEVE CIS FEE TEND rRU1 HE rDUN5. NO ITO HERf ARE OF SELF; SLEE\E SFLLLL E7OENO FROU THE FWNOQION, 70 71E UNOERSOE OF SEE TABLE 1 ON L1x MR APMICIA(R! OF 7H6 OFFAL THE BW/COLWN CONNECTION. �1 �sss s x s x ana ca sa steer~ �osr s q�� j` raTs. Qo�. I o.oso• H BRACKET 6 2K' LONG v BMCWr AT SMCK . a•-s'a• N.T.S. 0 d b � 0 zTTcb. zn& z � � 22r5• a 0 LENGTH- 7YE' O SOLGE 3 x i ON 3. 3 BEM BG.DR del' LENGTH- e3;' O boumf 2s 85 BEAL, BELOW LENGTH- B}j' O DOUBLE 1, ! BEA,t BELOW r , ROOF BRACKET U 11 KS Lb x e x v� 8 R14F1FA TO BEAIR B -r-0 o A zpc' 33,5• 24V d a o LDRTH= 21r 6 SINGLE 3. B OR 3 x 3 BEW BELOW a�• LENGTH- OY' @ DDE5[E 2x tT WM BELOW LENGTH- BT' @ DOUBLE 3 x B ,SAL, BELOW ' e84OW BRAGI[fT V BRACI�T L12 x 9 x V2 x Z 2 -r-0 3 z B RAFTBR 7Q 0U B -r-0 TABLE 1-MAXMUM PROJECTION ASSUMING (E) JOIST SPACNG = 24"OC MAX WGSL (PSF) EXIST61'G FRAMING MEMBER ATROOFOV AI ORACIUTOFFSEi7 1. 1C 17 r 214 FULL 1r 10' 1wil- �rO' 2S'0' 10 WHEITCNEO ma. 2e'G• arty WO' 216 FULL OR i LO NOTCIrO 0' ffiW tart MV w FuLLOR2ttONomma ;rw 2r6• $P Zwr �41." rw lmT 17F 2C0' A 2Ai NOTCNPO 1ZY2' It17 VC' 2B'D' WFULL01924NOMHE0 1ST 2rr 21'C 2&w Zee FIAT, GR Zr le 1110ICNE O ZF U' RIFO- ZC D' 2C0' &4 FUI 74' illy Nee w0' 25 24EROTCH40 11'C T7O' AT V 2VIr 2MFi/LLOR2x6NT3TCAW HIS, 70V 29It ww FULL 0R 2st0 No1CRN:0 3plt im 2Y 0' 2em 2t4 FULL 6,11' 94• W$' III IF h5NomNEO tr6' I 7' 2?ls' ie'M bR:wosz16HOR=HFA tFG t'0' wo, 27'7 216FW OR&fSNOTC11Eo 4F3' 2YD' �Ir III 244FLRJ. Vol B6' Irlt M'2' 40 2IFRLITCNEP rw WT Iry 211 21G II 24S NOTCHED 41'4 I&W Farr WW us FULL OR Jx sD NomKo 1rr 7TP 2t7 2F'7 w 2s4 FULL S 1 _Tx_ 71P 30+' aBNorasO T r7 1 r 26IP 2A4 Fu1t oll 2L6 NOTCMSo S7 I3'lt 71'8' 2S'7 Zee FfJlL pihf0 H0TOiD 1Y0• I 24'11' I m i2CV Jiuma 1-}NOTCHCANBEUP70l'INaO8 UPTO1S'W2BOR210 2-AtAX(E) ROOF RAFTERS BACKSPAN M ASSU.MEO TO BE 40 FT. 3-FOR 10 PSF LUGSL, USE ROOF BRACKETSJL4.3 4-FOR WGSL120PSF, USE SNOW BRACKET$44.3 TABLE 1A-MAXMUMPROJECTION USNG ROOF BRACKET PER 4CAL4,3 WGSL WIM41REEDRPMPOSURE (PSF) 1108 110C 1200 130C 10 2y-w 2v4r Tgy NOTE: WHEN USING ROOF BRACKET PER 4C/E4 3, MAXIMUM PROJECTION SHALL BETHE SMALLEST PROJECTION FROM TAB1E IANDTABLE 1A TABLE IB- MAXIMUM PROJECTION USING SNOW BRACKET PER 4D1L4 3 WGSL Wfffi SPEED S EXPOSURE (PSF) 1100. 12M. 130E 110C, 17DC, MOD le 38'a 25 2Yff 25 9a' 30 1F-9• 36 13'41' 40 7a' 42 11'A' E. 194, NOTE: WHEN USING SNOW BRACKET PER 40/0 3, MAXIMUM PRONECRON SHALL BE THE SMALLEST PROJECTION FROM TADI F L ANO TAO( LHI TABLE 2 - NUMBER OF SIMPSON A34s EA END REOUREDAT ROOF PANELOR RAFTER CONNECTED TO EXISTING ROOF OVERHANG (EA. END) -USE (6) SIMPSON SDBI12 SCREWS INTO EACH A34 -WHEN USING M A34s AT EA END, PROVIDE 2t FULL DEPTH WOOD .CAB, FULL LENGTH OF RAFTER TAIL, VW 1010 17 O C MAX TAB. STAGGERED (VWOD SCAB TO RAFTER) -A NUMBER 1 IN THE TABLE MEANS TKAT2 A34% TOTAL ARE REDD. MJM6ER 2U1 1146 TABLE MEANS IHAT4 A34s 1014 ARE 6£DO TABLE 3A- FASTENERS REQUIRED AT (E) OR (N) WALL LEDGER TO EXISTING WOOD STUD WALL FRAMING s- RI 7C LAGSCREWS 1AD Ili PERETRAIION IN YAM SIUDD -(2)a;,,- LAG SCREWS Wf3eJi PEKE TRATL7J4 in WALL slum -(2) Tti LAG SCREWS W13'1i PENETRATION IN WALL STUDS TOTES: -ANCHORS ARE TO BE SPACED AT 16' O.C, MAXHOR¢ONTALLV W 4RECTION PARALLEL TO WALL TABLE 4 - ANCHORS INSTALLED INTO THE SIDE OF 0 N THICK MN CONCRETE OR CMU WALLS IBED. INSTALLED PER ICC- SRaG37 CI,1U, 113E I? OtA SIMPSON WEDGE111, STAINLESS STEEL. WRH 33Rt MIN EMBED, iTALLEO PER ICC-E6R-13B5 MANUDM u1C" SAACM 10. 20,PSF 31 PSF 10 PSF 7P6F LUIM GSL OSL GSL 4C $ 2L E 3' 50s114• STARLESS STEEL WASHER WHEN INSTALLING NEW WOOD LEDGER ANSI FASTING CONCRETE WALL El 2465 RAILROAD ST, CORONA, CA 92660 951,736A500 ` `mlgy1C Yl 1� 9� CF G1L1 DATE SIGNED: Apra 25, 2016 OlrVIwasL 26030 ACERO, SUITE 200 MISSION VIEJO, CA 92691 949.305.1150 FAX 949.305.1420 SAP Mo Es TM REYIE10115 YANK OAIE OESCRIPIK%! 451a.IOBe rT-pTs DATE OY13'le DRAWN BY PFR DETA m A D$ IAPMO 195 V 3.0 LATTICE STRUCTURES: ATTACHMENTTO EXISTING BUILDING L6.1 NOTE 'AWN (E) WALL PAEAN OPENING UNDER THE ATTACKVlNT OF THE PATIO TORE EAVE OR WALL, SRC-SPCCFIC El,'GIVEERBIG IS REOUIREO TO VERIFY ADEOWCY OF THE DUSTING STUD WALL FRAME (INCLUDING HEADER SEP LINEN THE FOLLOWPIG CCfMM NS OCCUR -FORWGSL-MFSF M1N f: COYETt PROJECTION>16 M90FEhYhG 14 WALL11l0ERTILVI6 -FORGSL=50PSFlNJC COVEAPROJECTIQV>14'ANDOPENUMNIVALLMDERTHW5' RO ADORIONAL SIRE SPEC DIC E2IGLNEERIIIG IS REQUIRED YM EN EXISTIA OPENINGS I PROJECTI W IS ARE SLIAL E R THAV THOSE STATED ABOVE ~ •~ ,� W, I ONL6.1 ROCF BACKET PER 5/U.3 2 x W or 3 x B WOOD Ifj (3) X11 LAO SCREWS W/- IN" PENLIPATNIN FILLED ALUMHUY LEDGER DOTE 4 u-BRAc ET AID ATIACFIANT I3] )L'A RAG SCREWS W/- 4' PENETRATIONPENETRATIONPER 2/LD.2 �f ALTERATIVE ROOF BRACKET AWUIIEIY RIFTFIt IO6VICPF AN0/g ORENITATKNI SEE ALTERNATIVE ROOF BRACKET ORIENTATION (E) BLoCNTNG BEIWERE 1' CONE RwMS OR TRUSSES, w WHERE OCCURS 1Ri rEE E Rµ'1ER TRUSS 61[KSPAN i 0 LW 1, T705 PA ROOF CH LOOM LWD6: LL - 3 Ptf [WHO TO a WN (MAX) L EMJI PATIO OLSTOX SOID2 LL . 10 Psi LEOT (NiO SNOB LOAD) 3. PEACE 'tM FLU" 09 SBAW! LU SAL WM37; MOCIM AND COUPOSRE SH04G E ROOFING TO PRO/®E SEAL. 4. WHEN THE BRACKET IS INSTALLED AT ALTERNATE IDCAOON SIM, USE TABLE I M D-5'. 5. USE THIS DETAS WITH ROOF BRACKET PER 5/1-4S AND TABLES 1 AM IA W LB.1. CONNECTION TO TOP OF OGSTINO RCCF LL =10 P8F MAX ALLWAARF CLEAR MIENS" TO eEUI SEE TABLE SB OR Le.l U-BNCKET AND AITALHYENT PER 2Afi AMWUY RIFLER (3)15'1 LAP, SCREWSW/- 4' PENEIIATKM 3 x 6 WOOD FLED AIUYEUII LEDGER ROOF BRACKET PER 6/L4.3 (3) YA'W LAG SCREWS W/W PENETRATION `b61ir. RVTETB TRIISSF;, WHERE OCCURS (E) WILL SEE NOTE ABOVE HIM, 1. O35V O ROOF "M LOFDR RDL - 3 PSF (WIN TD 0 PSF (YAX) 2. RLIF PAm UNU4 U1AF)"... LL = 50 PSF UAK J. PUCE IOKA FLEX OR SWEAR UATERLAL BETWEEN BRIMEr AND COUPOSRE SHINGLE ROOFING TO PROVIDE SEAL 4. BRACKET )JUST BE ORIENTATED TOWARDS ROOF EDGE AS SNOW% 5. USE TIES DETAL MEN ROOF BRACKET PER e/L4.3 AND TABLES I AND 10 ON L&I. SHALL 6. VERIM LED OF BRACKET BE LOCATED 6-LUOL FROM FACE OF WALL. ON EITHER SIDE OF WALL O CONNECTION TO TOP OF EXIST)NO ROOF SOL a aG P8f MAX 4 COMMON TO 0 6LDG BM TRIBUTARY AREA COLUMN� Bull BFAL `.• .. 1 COWNN �`\ TRIBLAARY AREA � H� gRECTION sE1un 6RACl(ET N.T.S.- LEDGER OR WALL I' INN um LATH am MANGER ./ FASTENERS 1. OR WOOD SWNO 0 PER TABLES 31 t 4 ON ME I, 2 OR .1 MATS f* STLICLaT SEE NOTE RAFTER BRACKET AND ATTACHVFNT PER 2/L62 2x OR 3x Im PAfTFR ALUMMW 2 K *me MPALL SDI AT CDIMERT£, (MeCK Wg; OR MCSOM M- 1) WALL LEDGER SHALL BE SEE NOTE ADM NOMINAL LJ71M SIZE - 2 x 66 2 x% NOUWLIL LEKM SIZE 2 JB wRAy,OR - IGLH-GRIT W000-R1m 2 x OR 3 e 6 AELJLLM %7DON. 2 EDGE DISTANCE VARIES WITH OF SCREW. 3 PLYWOOD SHEATHING DOES NOT COUNT 70WW THIS 1' WV(. �1 WALL CONNECTION UDFACKET AND ATTACHNENT PER 2/LBi A34 (E) BLOCKING BETWEEN COMM RMERS OR TRUSSES ALKUWINYLRAFEAS LAW 2 x AR DEPTH r I RA TRS OR WOAD SCAB, WHERE MUIR �` jT��- PAF7EA5 0 24' W E30511N6 FASCLK OOOA PER TA ARE REWIRED --t PER TABLE 2 W E6.1 SAFE NOE ABOVE SET: WALL 1101E 3 on W.I L I m Hew CAVE ON ( LLIN -0 ILAc -. NOTESO 1. D=NO HOOF DESIGN LOADS: ROL - 3 PSF (YIN) m S Rg(WQ RUASC = 10, 20. 25, X 40 O4 50 PSF 2. FASTFA4A5 TO BE LOCATED 4- YN FROM SPLICE IN (E) FASCIA BOND. 3. SE NOTE 2 W TABLE 2/L6.1. „ CONNECTION TO EDGE OF E JOHNR ROOF n-� (E) STUD WILL - r z B' x 0.042' HEADS (32 AAY VG S]IC]R2ENW' TIP. (3) 114 SUS EA SIDE 1. 2 OR O Mars OF SF= 3' x 6' RMElt BRACKET NOTES SEE NOTE M 1. USE OF THIS DEEM IS LJIMIEO TO THE FOLLMM FOR LUGS. - 10 M. MAX TM AREA TO CONRMIM - ROD F12 FOR LL/GA - 20 OR 2S PZ WAY THE ARIA 10 CM107 N - 55 FT2 FOR M - 30 MMAC TM RAG TO OONNiCTIMN - 13 M FOR GSL > 30 PSF, DETAIL 15 NOT ALLOWED 2. SEE PLAN TER DETMM OF TRBUTAR'C AREA 3. GEAM UUSF LK UP IN" COMM FULL HEIGHT WALL SIM NO OpjN,M ALLTWT➢ MDM COFNMM, 4. IM (2) )v HIM KB.TZ i/ 4' WED 0 CONG WILE. W/ 5" SPACING 5. USE Hr TAU, eRACLO.T i (2) Y• LILT, K863 W/ P EWBW 9 CYU WALL TF/ 1r SPALLNO 6. PLTILOKMN WADING OIL^ NOT [CLEF TOMARD THIS 1' WAX OR 2 x WOOD ;ER • TO AS PSF IIAS). SEE 'Lei RAFTER PER PLAN SUS PER 3/L6.2. TYP u BERIew, sw TO 2/L4.3 OR 3/L4.3 Begs: 1. MAIN SPAN OF SINGLE RUM SHLLL BE AS FOLLOWS: 10 PSF LL/CA - 24' FOR 24' AND 1C SPACING 20 PSF LL/GSL - 22' FOR 24- SPACING, 2i' FOR IS- SPACING 25 PSF I1/0% - 20' FOR 24' SPACIK 24' FOR 16' SPACER 30 PSF LL/GA - 1B FOR 24' SPACING, 27 FOR 16' SPACER 40 PSF U./GSL - 12' FOR 24 SPACW, 211 FOR 16' SPACING 50 PSF LL/OSL - 1G FOR 24- SPACING, ld FOR 10- SPACING 1tAF7ER TO WALL LEDGER CONNECTION 1' THICK MAX LAMRASTER In WOOD AN0 1. 2 OR 3 MATS Of SFUCTV SEE NOTE 3 AV1FH PER RAN FOR LL/SL - 10 PSF, .D USE (2)114 SYS G 510E AM (S 7r'•6 x ZV UC SCREWS. FOR LL,/G�, 20. 25. W 30 PSF, USE (3)/14 SYS G SIDE AND (3) )6'0 It N RAG SCREWS. FOR GSL = 40 OR 50 PSF, 6 USE (4)/14 SYS FA SIDE AND (3) %L'4 x Si' LAM SCHM& u BRACKET, SW To 2/L4.3 OR J/L4.3 ATTACNUENT PER TABLE MOR 4 ON ME (0 SNO WALL 0 1r D.C. L IRE IF370QR PER 2/l6S WITERE PIFTQi SPXM E MEM F2TP.76YJ STUD BPALCIJO. AE TARE J 9EET Le,t, 2. PLYROOO SHIil1WA DOOM JILT OM FWMAAD M I. 1AL �� RJIFTER TO OM WALL L NNECa s•t/2-1'-T ME SIM PER .2 AT PM TYPE c7, ra, a C9 Am n T,j PEA TFbF 2 AD7EBE XW ]' 9R 4' Mn 1-mT. GRr&. TABLE 1 ALUMATE FOOTING DIMENSIONS DGIIW \v-L•D 011 NOT[11 Nt] \YxL.O lsa f4]lExl N12 WxLxO (San.FS31 N[3(ATTCCHEDI W 1.09' (Sa1 M41 Nt4 Wx L.19' ISa1.T3TEs) Nts WxL.24' Isaw Efil Nth WxL.30• ¢a H07E71 WxLx 36'' Nt7k�2 (Sa R01E9)91 ]B i8s18x i8 ]2x12a 2 36x18x]8 16t18[16 All ..24 14[34.M I1x33[3a42 70 20x20x20 ti[17r13 71x16[u 25.25.1. 19A13.0 17. 11.M 17[2S.m47 22 21a3ix 11 161I§114 25x25x1S 33[331U 21 x21 x 24 1.x A9xAT 17[2P.164124x24x24 10x26E2d 21a26436 43x43x]B 24.24[u 22x22x30 20.20.10276 2F%2/.26 23x23x23 ". Jr. 31 31x31x2424.24.3D 7L [ilTli 228 2812SK28 25115x75 3S x35.1B 38.38x24 27xx301E W 70xf0;70 18.28.28 73x19[li 30x30x30 28 i28x 36 i6416a42 32 31.O143s7 3'43x311 37.371W 30K30.76 16A36%4E N 14114a34 1x A3110 S]x31442 36 31136x 36 1x S1x3B36.36.36 34x34x42 u Hxlix 96 M3441 5iS3x L347 N7 x36 3*wmx4140 Wx404AD 0x 60x1839.39x42 4242.42.42 t;µ114 42.41Y41 Pam 0111 IE _ I Pmcm1wWRm -TL--i 3�7 '/ AM li7ffA➢!L NOTES; 1- WG(IW" ISTHtFOx30AL• DIUM31011 A%r t 6W IEAM CAWI WIESON$1GE15 so-.OB w-, fOQ R1.1<7 TT/- m f FA $AE 2-'NT 1"IS TNEFWTI pA411R10NWfDOR1NF Y'Ff!(IHI•DIf.YFiLD11.11Q1E THAFW.OL M1GTH .. lC,NCRI OP Ca- OP r4 p[@1N, -raw- ADI al11FOIN 3- •NT7' ISTN[ Aiwun IOORIIO pAYHPORA[Q11yD W HlHA75' M3N RIIIX SUV f5 PAES[MMOSS FNE FOOIIIIG. NDIE D.jT Wq.L IN (Till SPAM TABLFS � IN 4��N. C uRI➢ 4-'!yT)1KTPEALYvW;ElO0Dl,4,?1AHJMNKQNHDYYNFNiHE FQOI ,SIS K4FrMAN 1B•DEP111F08 UPUFEDESIGI1011LY. NIS WIVE 15 TO BEUSM IH 4'!dl SPAY TI(allg ON LTATATTACHEDPA"0MUCTUP1I. NDTE THAFw{A1A72Y'T['. 5-'ALT4'ISTHEANWlATEIT 1%W 01V414PON6IgUMWNENTNEFf1ODN31$xmTON118'0N'IR IIOIETNAT\Yi NIO AlR•. ACTS'15THE AIIIVUTF MORNG 010a HON LOURED WHENTHE fOOPWIS KEPTM AN 24' COU III TNAT1Nd N01124•. DETAt CAN BE IISEB MR STEP PDSF TIPnE'l M C7. Cd, CR a 1. THIS BETA^L 15 TO BE USED fOR ITT rWES CIO t CI I. 7-•AT6'ISTHEALR T3fOCTI1H1pN.Ul1N]I16F4iARFD WNOITHE FaOnN015KEPFTO AH301MM. NOaT1UTWV A,M0 7'W, 2 TNS DETAIL SIUWL NOT OE U5M FOR SIM PYlT TTPES C1, C2. OR C3 i T14 DRAA CM AM BE USED FOR STEEL p= TIM C8. W. m CIl 8-"AT7'ISTIIEA1TE391AIE3OO1fIG 1-11 11R1WRIDWHEN7HE FOOTUA-i IS KE M Nl36. OEMI.NOTETIWTW' AjM WTfi. 1 It OS AC MASM TO IMEM THE SMM POST LWICCTLT KM THE TOM PEA TABLE 2 ON L7.1. 9-'AT B'157HE ATp17tl, Y10=1Gp117S1010N FiO[ARm WHEN THE300T11A;15 KFPTIO N14l'0C9RI. hYITETHAT \Vd MOOJ7•. PEG WA IROW 1Y URM 7K POST sLaW S1MN W OCS ORAL 1 lt � AIL SWILL M BE LELG MR u1GFhW PILT flR PCI, C7. (-,-)-STEEL P49T 81000E CONHEC71oH BTEEL P08T EAI6EggEDFOUNDATION TABLES TO MAIN FOOTING I .r-0 INTO COPl Wrt FOOnNO TABLE 3 - (MAX WIND SPEED:130MPH, EXP CI MAXIMUM POST SPACING WHEN PATIO COVER IS INSFALLED ON SLAB ON GRADE TRIG wWIDTH' H IATINM FUMING / I 30GLIM" 2'pf 30 Osf 13'-7• 11'-0' 10d•G, 6' 11'4' 9'-9• B' 8'.6• W-60 7'�• 9' 7'-7' 8'•0' 7'-0' NP 30' 6'-9' NY. IN 11' 6e•2' I NA NP 12' S'-0" NP NP 3' STEEL. OR ALUYNw POST ADNCOFF CAAfIE 'F• I6DOZ PEA 1/L7.2. NHERE OCCLRS 2/L71 C8 I/L7.2 U� OLdE20i0 ON NEW SLAB ON GRADE 1e-7SOO PSI LON. am WISER f OCG1R5 BOUO PER TABLE 2 NOTES: NO7� 1-'NP' INDICATES TNATA FOOTING IS REQURED, MID THE PATIO 1 71US TABLE 2- ANCHORAGE SCHEDULE (ATTACHED STRUCTURES ONLY( BRCCKET OEINL AOSF TYlK FTG (INI NICHOB BOLTS (SEENOTE21 SEE ROTES ALWNi W2 CI SOO (xE3/8'dla w/1-511bed ALYMT IAF1 a ALL I1F3AB'dle w/2-7/e'e bed N.UMT 7A71 C2 I SOO 12H3/8•d1aw/1-7/r.MM 3 AWT 7/U2 C! I ALL [2NA6'dle W3.7/8•.mhaY l MWT 2A31 CS p SOB (x I-3/Baia w/1-7/B'embed 3 AIIMT 7/l71 C5 ALL I (2),3/8•dla wA 2-7/r" .d 1 3 STEFLT 3/L71 [Z S00 � /6•dll w/1.7 '4r2LM SIEMT 3102 tb 612• I1 3/Bala w/2-78'embed 13p 61111.7 3/01 C6 414- !I-1/2'dla w/34/4•eft A ST5LL116 ry371 C6 530• (4}1/2•dla w/3-1/4'emb� 1.4 SlEF1116 41171 CA S34' (05W dill wY A'.mttd 1,A STEMIM 4A32 to 433' }]Al'd7a wfA-LJ4•rmbp FA STEEL L4SN 42 C7.CB,C9 AA (41.T/A'dl.w/4,TY4'42,10ed fip YMe1O 5AF.4 C10•C31 ALL N/A •T• BRACKET PER I/L7.2. 2/L71, 3' STEEL OR OR 3/1.7.2 ALMNUU POST Ott75 PER TABLE 2 AVSM GRADE TYP. ' •' & A• PMAED CONCRETE TOMB I DETAIL CAN BE USED YAIH POSE TYPES C1, 02. C3, C5, OR C& IFRQIH 2 F ROAN NOTBE SUPPORIFDGHER THAN THE NESDE. y, TX5 DETTL 5Eit.L PiOE ikE USED FOR F@'[5fA41NlO STROCAMN lum NOTES: 2-FORUVEORSNO\V 1pAD5 HIGHER THAN THEONESSHOIVN ON µO/OR CO���AP�.A� 1-lG(IIII'ISTHEFOODNGDIMENSIOUMMRMCMINBFM55PMTMLESDt4 L THISTABIE, AFOOTING 15 RFQLRRED AND THE PATIO COVER CNINOT 3, THIS pETAA gyu USED FOR POST TYPE C7, m, C9. C10, SHEETS LE- EW SPAN TABLE 3flJCI1�C C11. 2 - AICHOR BOLTS SMP11 BE SIfdP50N STRONG 00LT 2,STNIIUSS 50Q IICC-ESR 3-WHIN THE PATIO COVERISI6$TAUED ONASIABONGRADE 4. SLAB ON GRADE SHALL BE N WO() CONDITION NO MmE CRAM 30371 mm, ( 3-ITISACCEPTABLE70 USETRESTELLINSEATPER4/VIIILSIEADOFTHE 1. THS DETAIL SHALL NOT BE USED FOR FREESTANOMG SIRIICRIRES. TH LOWEST FTHC4TION501AYI,THEAUXIMI-SHO NABO1NG15 WITHIN 11• FII011 POST). ALUMINUM T PER 21UI FOR POSTWES C2 AND CS. BOLTS CAN CAN REMAIN AS 2 THIS DETAIL SHALL NOT BE USED FOR MST TYPE C7, CB, C9, CIO, THE LOWEST DF7HE'MAY POST SPACING(SpAN1'SNOWNAeOVE 5. I/II3LIUN OAEWEL'hvDri-.:ON DF SUB ON GRADE SHALL BE PER SPECIHEOINTHISTABIE C11. AND THE MAXIMUM POST SPACINGS SHOWN ON SHEET IB]IXX FOOTING NOTE 4 L47 I.t 4-ITISACCEPTABIETO IAETREENIBEDDED POSTOETNLSA7-1166EFAD OFTHE STEEL NBSERTORSIEELTFORSTEELPOSM CO. 5 - ITIS AECEPTABUETD USE THEMIREMEO POSTBETAIL SAL74 INSTEAD OFTNE SHELIRSERTFOR Sall POSTS C7, C8 AND C9. GAS LT BRACKET CONNECTION ANCHORAGE OF FO= 'T BRACKET CONNECTICH TO SLAB ON 4NAg8 i =1' Y TO SLAB OR FOOTING 7O CONCRETE FOOTING 0 04 Is1H1 Asoo GRADE a rwu Fll7[ 606�76 ^ i 2.875' (+014 SMS PLAN 0 0 SM, PL I FA 97.STFELL POSE 0.155' ?H= UN WO HOLE FA SUE fm OWI5 TYP. [31 #'► SaTs G7 Sp' SO, x W ELSE PL 11m. 1. ONCKET LENGTH W 2.75' ELEVATION 2. TW OR7.Dv W xi BE taD mm POSE TYPE Ct, WIIH OR YOTIOHf I MWEi 8 TO BE M WTH POST 114E 07. C8 k C% AND WITH CA SIDE KAIES PER 5P3 OR SP►. Q'dIFN FOO1W6 ME W IS. dt L/ROERj. J. SEE TAME 2 ON L7.1 rOR A4KFNTNT TO EOOTIp/tr.�f 1g, Z SEE 741LC 2 ON 57.1 109 AndYLlo(T Z TOOTIU/51A& 4• WSDEL IX Ax $ NOG W11pgR IRAIi A ANPIORS FOR 130 10'H A 1HFATL L7{. 14 xx HOD RT10EO WA9fm ARE Al A coo WILER IWYI )[71, A TH►S tMMC U CAN ATSO 8E USED FOR MR ATE 1-2, GN OR Cp (ALL fG'OR77G SIL6) PER 1181E 2 ON S71 NIO 7MA7 WUL P= SLEEVE ALUMINUM T•BRACKET FOR POSTS CI. CO, CS FOR POST Cl r-l'-e AlR! FTEOY 60p3-ip 4-%14 SIS r l OR 1IX SCRE115, Ea SHOE, 7YP. WO HOLE fA SUE OAG4 TYP. 7 bm. 1. GR CKET LENGTH W 275. 2 7f►s O yI "i IS TO BE 4SOO WITH POST TYPE C2 OR C5, WITH OR WMM SW PLATES PER SP3 OR SP4. 3, SEC TABLE 2 OR L7.1 TOR ATTA[HYprt 10 rO014 PAAD, 4. R1571ll YYj x Of xA HOO WASHER PRE AT M006 nK 130 MML 5. STGi T$RIggT PER 3/L72 cW SE M W L.B11 V T9S lVan, -Cw TW f.75 7I78I F5LpI 1-fl-0 R 02.E4AA1 HOLES. TT? EA OS EUEB PLAN .� 2-Ni► HOLES FOR Wo ma Dr. ELEVATION 11�rm TOSi BRAT ASED W IO BE LWITH POST TIRE a w," rDMIK $a LR 2i' OA 54kLiA WR11 OR WMIT 510E RATES PER SP3 OR SP4. L BRAMET CYY A50 RE m WTH POST 174E C2 OR OS PER TFRIE 2 OR 01.1 AND 2/L7.1 3. S[E WLE 2 ON L7.1 TTA1 A777ouaiT TO TOOIm/StAF. a STEEL T-BRACKET FOR P❑W C8 r-L-0 ATTACHED & FREESTANDING LATTICE COVERS -10 PSF SNOW LOAD OR LIVE LOAD -110 MPH - EXP. B & C 3"SQ.ALUM "CH�(Q DBL 2x6.5 x0-042 B11 3x8 x0,042 810 DBL2 x6.5 x0.032 B7� DBL 3 x8 x0.042 B13 3x8x0.042W112GASTL'U'CH14 GA STL INSERTATTACHED FREEST. FREESTAM0410 ARACt47l FA4ESTuad51(i ►mC1ff0 CGFPRulboxi arracsrn THIS YioT7i WIND E?P MAX POST BPACRIO FIG ON ON MIN POST MAX POST 13PAC71J0 FIG ON) MIN POST MAX POST SPACNAS FTG OM MIN POs7 MAX POST 9PAGNG FN) OM MIN POST MAX POST PACING FTG N'0 MIN OST MAX POST SPACING FTG (W) LtW PDST h1AX POST SPACRM FTG OM MIN P09T MAX POST SPACING FIG OM MN P087 MAX POST SPA, 1y i70• (� MIN P057 MAX POST SPACfxi F'TO MN POST MAX POST SPAC710 FTO ON) MIN POSY MAX POST SPAGN(i FM MIN POdi (SPAN) TTPE (SPAN) TYPE (SPAN) T17�E (SPAN 1VPE (SPAN TYPE' (SPAN TYPE (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE. (SPAN) YYPE (SPAN) TYPE (SPAN) OM TYPE 5 IfOB IIOG 1P$ la'•9' t 17 01 14•-r r fM1 15 Cl T -1P 14'S 07 1s4 1S4• 1 11 C1 16'4' lY•1• 2E 35 154� 6'V IS 1a Ct 5C47 I]td >0 31 07 21'8' 21K' 19 G1 01 2T..7 71 W +V•71 I CE 14a1v 17 -Ts— 21'-T 33 Ca 20-5 16 6' tied 110 LYS 5F a !3 C7 1r-s C7 lxr -Cl ix-r 13'-3' C7 If-v I •I' 13 1 Cl 1a-t 13'-9• as 70 C7 "A' ISd• 19 18 Cl le',• W_W b C7 1P•6 17 19 02 1N'V 1BV' 30 32 C7 d IPA• 1 1S C1 SP-0- 1 70 C7 13'-3• L2} I •r 17 r NOS lIQC 14'7 Ic7' 16 1fl Cl 1z4• mod, C7 i2= 1r-r 15 11 CI 1za• 1 -r n C7 13.1' i]'.1• 13 17 01 151L li'A' .! 29 07 15'-2' t5'-T T 19 CI 191T' W- 'FP 77 30 C7 1a'{• 16'4' 11 20 C2 TCC IT-10' ]0 71 C7 17' I7+T 1 1* C2 fM17' ST-1' 30 ]t C) IT 1103 Itac 1T-T 11 1 1Q C1 15'• 11'- iT C7 mr IRS• 1a 1 01 1 1 C7 tz-T id fi CI 1 1 e 2fl G7 19'-T l4'a• T tS C1 14 { 07 1 i e Cz T-7' C7 .>? IF 1 02 1 d' F.I.l 3' 31 C7 P 110a 10C 17•I' 1ri7' 1 19 C2 11'd 1, 2g C7 ri- 11'-T 1B to C1 1r-1• 1R 2v 2e 07 11-r }I'•r 1S 19 C1 11-r ti>,7' 20 07 1 ii 1]' {7 It 02 1S$ 1 -P 3Q 07 ur-r IV�T' to 21 05 TG3• IS-Y I ] C7 TSS 150' is Q C2 tat8' fYS' 31 31 C7 10 71015 t10C t ! 1 E C2 4- �-� C7 Iv. 16 19 C1 IP•r 1P.T 17 114r 11' I 1 L1 11'-0' IRA• 74 20 C/ I .P 4Y I C2 T2<➢' 7Y b SO C7 19a' Si' 1e 21 09 1s<- 15-1• ]t C7 Tf-r Fq' I 2 G5 14'-f' 1s+' 7x 12 C7 11' t B LIDO 11.4' 11 �• C2 •1 9-10' 3p 30 CS IW-1" 10.1' 17 14 CI IQ=!- P•11T A 20 C7 12 to C1 LQ' 1R-1 2s C7 1z--T tz-r l 79 C2 TX•T it-W 71 3o C7 14-0' t4%L- 1e 21 CS 1P-0• li'-0• ]i 17 C7 1S-T- li•-t- 19 21 C5 MIT- IxA• ] 77 C] 7 11 W. t -1v' 1 G2LBP19 Pd' 30 t C2 PA' 778' R C7 It 17 t5 C2 P11 2• C7 t C2 IteTP-r0 11 1 C7 LS IS-P C7 1 C5 C7 3x8x0.042BEAMWI B14 DBL 3 x8 x0.042 W1 DBL3x8x0.042W1 12 GA STL INSERT 915 DBL 14 GA STL INSERT 8DBL 12 GA STL INSERT ATAC1{EO FIPcE8TAM0014 ATTACHED FfWE5TA11g13G ATVAK0 PREESTAWN3 TPoB WIND MAX POST FTG MIN POfiT MAX POST FT6 MIN MAX FTG MIN M- POST FIG Mot MAX POST FIG MIN MAX POST MIN WIDTH EDP 87ACITKI OM tYP)n SPAOR6 OM POSTPOST TYPE 8PAG17G ON 1_, NPE SPACING (IN) POST TYPE ,,ACM (IN) POST TYPE SPACING IN) J., P08i TTPE (SPAN) (SPAN) (SPAN) (SPAM (SPAM (SPAM 5, 1108 22A- }7 C7 7i.'4C 71[C7 2P-T to C2 W7 7] 1:0 W70' 19 37A• 34 CB 77 !• A ]S'-7 1 2Pa• 3a Cp ]7Jr 2t ltaC 2Y$' sl-r M C11 C2 {• 1 tar ' 1f C5 -r M Cd 2" 19 2P•x Ce -V fro 2P 22 11 10'-T a 1 a'a' SC C9 r 1Td 1 la C2 1P•T 3t 4T 1{ CS Nd• SS CS 2r-V 70 CS 77a" 73 Ca IAOC .T 20 1P3' 02 �•1• M Zr—!* 72 7A'4' OS L8 B. 11Q 3 7 ! C2 to' S 20 C5 33 CS -r C5 '� 34 CS I C 1 47 1 fPO` iF •r 33 T] P 1103 Ti-0• fa 09 i7d' 722R1Q 21 C5 PLO• 34 Go -1V 21 CS 71'-LP 110C 1T-W 21 1TA' 31 irvlQ• 7E 21'�1' ]4 23'-t0' 23 7T.1' 10' i1 1P•1- i9 15=' CST CS 1 CS C9 M0C 13.1• 1 16-1' 41 22'A• •1- 11' MR S IF4* 19 CS 1 4- 191W 21 CS1R-3' 1YA' 35 C0 110 C 1P�' i2 15'4' 1/ ?A y1 rr B fi-9' 49 CS 1 v CS 1 C9 --0'17 CS M.: 110C 1P4r 22 1T-v' 1 A• 24 t@S 10'a' ]f CIQ NOTES: 1 - WHEN THE PATIO COVER IS INSTALLED ON A SUB ON GRADE (RESIDENTIAL APPLICATIONS ONLY) THE MAMMUM POST SPACING IS THE LOWEST OF THE -MAX POST SPACING (SPAN(' SHOWN ABOVE AND THE MANNIUM POST SPACINGS SHOWN ON DETAIL e/L7.1 2 -IT IS ACCEPTABLE TO SLBTTME COLUMNS WI HIG{ER NUMBERS W/ THOSE SPECIFIED IN THE TABLES SHOWN ATTACHED & FREESTANDING LATTICE COVERS -10 PSF SNOW LOAD OR LIVE LOAD -120 MPH - EXP. B & C 3xSx0.042 BEAM W! B1i 12 GA B15 O DBL4��—TP—EFATAMYNG L3 x0 x0.042 W! STL INSERT DBL 12 GA STL INSERT AFlACRED FREE2TA1*g7G ATTACIIEQ FRSEATARONG TPoB WIND POST FTG. MINT POST FTO, MAX POST FTB AlIN.1 T FM M�?NT pO T pm MIN lT1T1 F]P SPACpNO yW.I LYp$ SPAGIpG INf] PINT 1YPE S>'ACIA3 (IN) TYPE 3PACgA7 d11.} SPACING ONI MT PGLT SPACM FT0. (IN) (SPAN) (SPAN) (SPAN) (SPAM TYPE (SPAN) (SPAR) TYPE S 129 B d 18 CT -7 1 C2 29' -9 CS -a'1-. C'27d 1 C 27i .faT C2 2a�' b 9 2a''-9' 2 C Td 93 36 a! S7•' 120E .,a L2 2Gd C9 2Y-T 3Q C, ffvIdr 1 257 71'd 35 CIl cc .1- 23 2p5 27 ]356 g 120E 12 C2 �` � 120C Iv.1P yT Ca 24.i 2I 23'd- 7S .I. N 79•C 37 ell S' 20B 1 d 5B fY 1 - 1 Ds 7]'-Y Y I T-Y 34 Ca S2B f e 1 •i' T'♦r.Q` 22 Y9 T7: • 1T4 3a 72'4 .^I 72 )' 1'-1 I' Ir 4w $1 9 tv CS CS C2 CT 21:1P 2 'd a 21 b 23 CS C3 CS C7 C9 C9 120 1 5 1 d I -1' IF -IV 22 23 IT, 1S'-tAF, 15 2vd 1Yd 3T 34 C9 C8 7d•ly d 75 •A6 7Z-0' a 35- as It' 1ZQ� 120C 1ST 23 C5 1ST' Gi IY•Y 22 CS IP•Y 3yZIW C9 213' 26 CS y1 C9 u'-r 32 G lvd 25 1Y 1 1�'7 CS la'A' tdd 37 32 C9 S 22 CS fV CB d ,a. CS Iv!' �, C11 � 1 C fY$ 1vd 76 fp.d 31 NOTES, 1 - WHEN THE PATIO COVER IS INSTALLED ON A SLAB ONGRADE (RESIOENTIALAPPLICARONS ONLY), THE hM"UM POST SPACING IS THE LUMST OF THE FMAXPOST SPACM (SPANT SHCW+N ABOVE AND THE 74ANMW PORT SPAC IC0. SNL1H11 ON CC IAL aA.7.1 2- IT IS ACCEPTABLE TO SUBTRUTE COLUMNS W/ HIGHER NUM BE RS W/ THOSE SPECIFIED IN THE TABLES SHOWN ATTACHED & FREESTANDING LATTICE COVERS -10 PSF SNOW LOAD OR LIVE LOAD -130 MPH - EXP. B & C 3'SOAJ CKA/ 12 GA STL'U" CHANNEL d9 DBL2x6.5xO.042 Bf4 3%BX0.042 B10 DBL2x85x0.032 B72 DBL3xBx0.042 BT3 3x6x 14 GA STL INSERT LNSE/ AT{ACFO F7IFESTAIiu2SG ATJICIdEi1 FI4EE61Ah92SG ARAC"ED FPEE$TAkialD FTIACIED FREEST )a ATTACHED FREE8TAlpl{q AT71{G'EO FREFATAIlD�O TPoB 1_G MAX POST FIG. MIN MAX POST C. A1IN, POET MAX POST FTC. MIN I1O8 MAX POST FTG MIN O$TPOSTPOETPiPOST MAX POST FSG hIW MAX PORT FT6 MIN MAX POST _ LAIN MAX POST FTG MIN MAX POST FTG. MCI. MAX POST G MCL MAX POST FTG. M1IIN MAX PORT WIDTH EW SPA(a lWd SPAfAdG (W) PESPAC0J0 (W.) ,PESPACING (IN) ri,PB fiPALWG ON) TYPE SPACING ON) TYPE 1JPACW41 (INIi ri' SPACWGI ONII TYP€ SPACBki (IN.) POST i1.P$ OPACv10 IT4) PO3T TYRESPACING(N1 PgTiT PM1111;IPM:, iYPE (SPA!✓) (SPAN) (SPAN) (SPAN) IaPAM ISPAM (SPAN) (SPAN) (SPAN) (SPAN) (SPAN (SPAN) 5' 1 9 1]0 1 ,CI 11 I 1"'r11 -1 2 OI 1{'-{p 1 � 31 31 C7 134' 1 CI IS•T u M 33 1d' 1 a- 17 2a C1 177C 31 C7 2TW Iv 01 1' 1 2 C1 1g•1' 3{ f1•7 34 C10 11'4' IS tad 36 G 21Y-10' 1 2gd CIF ZP 21 S } SOC a- 1 •P 1■ >s C' Lra' 31 co 1 .T 1T c' T -r 1rS 31 32 C7 14-1- 1 1 C1 1 -11T 71 C7 Ir4" (g-tp 1 0 c' t6-r 32 C7 ld-g• 1i C2 fP•T- N 1gd' CI 1e8' C6 Ira• } 1Y-1' 1■ 15'-1' 5 Ca tg4' 1 to-]' 21 C2 1 E' zf 7 T 130C Is 1 .ta 2■ C' 12 IM' ]4 Oa 7 C1 fZ` 11:r 30 ]1 C7 1 '.Y tY-r 1 C1 -lg 1 -y 70 31 C7 1f'�' IFS- 1■ 21 C' 1S7 31 O/ 1g4 C2 fa.1- 16:10' Y 71 C, IhT 1yq' 1■ 72 }t'y 16• 3T 73 C7 C■ 33 C10 1Y-i 141w 32 CS ITS 7� a 1 a 13aG 1019 Ira 1S=1P w C' T{'-7' 30 Ca 15: Ia C1 1 1v 10.17 s1 a -3- II - 1 cI CT I. CI 14'4' 3 C7 1 •7' C2 1 MW 20 G2 1 r 1 1r-r T1-0' 1 154 f 71 C2 1 •r 32 1 CA 11110' IS g I C 1ra' W 21 C1 11'-0- 30 ]2 Ca CS TP-r 1a-g 2 T CI 11 Y' 1p:r 2S 30 c7 rrT 11 la 71 CIC7 w3' IYO' 7o C2 r73• 12d 7B ]2 c7 1G�' 15d' 1 23 CS 1 r� w 33 i CA 1r$' 15-0 IU 23 C2 I �T' 1J'-3' a 37 C] -ca- 10 w Iza 1 {T 1■ 1 02 a Ian' lam' 32 L7 wr W- ■ 1 C1 I rv' 30 C7 1' 1 7 1 C1C7 R'4 li'•7' 70 22 C2 tt-T' 11'4 31 C7 f .4- fi'-tIY 71 2 CS 1 32 CI 4'4' 71 C5 u's 1'•r 1 1 C7 4: 3 CO 4�I' Y1 ,WIN 114' tg L2 KI(Y 90 CH TO'-1' :1 C1 10:1' r _ 3 31 C7 1 a.1P 19 C1C7 1 11••■' ?D IS C2 ttff II'S 31 31 C7 IPS 14=r 21 CS lid 72 CAk 1K 1' 25 CS 9F1 ' rw 7 q L9 g.S" 1 a' 72 CT 1rr 2A 1 S IW40' ie re' O1 Ca gam' d' G2 C7 114" H1 0 C2 lf1Q' IV@' 11 C7 { C3 -IV IS♦r 32 32 ca 1]'3' 13'4 122 2A C5 - C7 B14 312 GASTL INSERT/ 8 DBL 4GA STL INSERT BTB DBL 2GA STL INSERT ATTACHED FREESMNDM ATTACHED FSEESTANWG ATTACHED I FREUTANow 7RIB WIND MAX PORT F11t IN MAX POST FTG M1tIN. MAX POST FTC, MIN MAX POST A1W MAX P03T FIO. MC1 MAX POST FTO. MIN Worn ENP. SPACOJG (IN) P6■T TYPE SPACHM {di) p ST TYPE SPACB$1 (IN) PGE1 TYPE SPAOIr3 pll] PST TYPE SPACINGi qIJ T TYAE SPALPiG PN) P09f TYPE (SPAN) (SPAN (SPAN) (SPAN) (SPAN (SPAM S mu ww 1■ G1 274' 31 C9 27.7 4r 2l C11 37-0 21 CS ]L-0' ]! C11 1 C 2Y•1P W CT 77•1r ]6 C11 N n C.F AS•1T 311 ]YS 24 2P;- 6' 1 d 1 CY Ia4' 34 Ca 74d' CS � ClI C5 C11 1r•T' 3a CO •F 1 31'✓- 1 a Iff C2 tr.17 33 Cd -r 214' 33 C9 -1'3-0 C11 1T-w 25 CY 25.10` 7y yr 37 C11CS 16d 23 1308 1 4 30 C2 it-0'3]CS a• CIO 15-7" 34 Cd 2'3CS 21'a• 37 1 1G1V_rn .T O11 V1308 1r-T 21 C5 IW-r 32 2 :I1T n 21r 34 CC51 35 Cg 1S-T 34 CB ri' -t• ]d 1 130C WA. 21 .{1' ]T GIt10'1000 16 r 21 15'• W.sr n C5 4' 34 CA '3i C9 I I■W' 24 1C1 aryS CSZ2 GI1368 19=-!' 3a GS 1fh1- 22 C614.2 f5-2' C5C9CS76C11fY Ik� T6 C911'130 C WIN) 24 1xa1{:p 22 CS pf• C8 71 1Nl'd' C9 101 C 25 r•r lr3 27 I7'6' N -1' 3a NOTES. 1 - WHEN THE PATIO COVER IS INSTALLED ON A SLAB ON GRACE (RESIDENTIAL APPLICATIONS ONLY) THE MAXIMUM POST SPACING IS THE LOWEST OF THE'MAXPOST SPACING (SPAN' SHOWN ABOVE AND THE: MANMUM POSTSPACINGS SHOWN ON DETAIL S/L71 2-IT IS ACCEPTABLE TO SUBTITUTE COLUMNS W/ HIGHER NUMBERS W/ THOSE SPECIFIED IN THE TABLES SHOWN ATTACHED & FREESTANDING LATTICE COVERS - 20 PSF SNOW LOAD OR LIVE LOAD -110 MPH - EXP. B & C 85 2 GA STL`Lr CHANNEL 8 DEL 2 x6.5 xO,042 gti1 3 x 8 x0A42 B70 DEL x6.5 xOP32 B72 DEL 3xe x0042 B13 ATTACWD MAX FREES MAX AMINO ATTACId FREESTAAxlAlO ATIACNED FREESTA}03NO ATTAOIEO FREESTANtl(W ATTACIfO FREESTAN70010 AIiACNEO 14 GA STL P2W1 SERT FTlEESTAfi091G TRIG WIDTH VIWO EIP POST FTG 1 PACT10 ON) MIN PAST p03T TTPE SPRpryO TOIF OW IF MIN ASTPOST MAX 3PAma FfG IRE NYl P05T MA)! POST SPATAFIG FTG (IN) MIN P681 MAX POST FTG SPACIAL OM MW lAAx P09T SPACA9 MIN MAX P09T RO YRi PDSi AIAX POST FY[j MN T MAX PORTFT!AW PO$i POST FTO !Aw POST F70 NAIN MAX POST F-TGhIW (SPIN) [SPAN) YPE (SPAN) TYPE {SPAN) TYPE p (SPAN) 1 11 TYPE O3PAN) fIb' OI 17-0 ON) TYPfi C7 SPACl1G P lM h.PE is AM 171P 14 .1P 10 OA aPACd70 (w) TYPE (SPAN) f1= 17 29 1S1 20 EPACFI(i 0. TyM (�v) I 4 15 C2 Te'4 17 POST SPAGNO (INY TYP£ (SPAN te• C7 18.P ]1 IMAOM (SPAN) 16-1 OM PST TYPE 1 C2 5PACAh3 ON) POST TYRE (SPAN) [a'•1' >IQ C7 IF 1fOB 1fOC 1]'•? +1'-1P 11 I 1 CI 12'i' i• f4'i' A 3Q SO C7 11'• 51:1' 1p: T 1] 1 U C1 ts:r 1 '- 1P.T d oe 11as 9i 16.1' .T IIOC 1Q6 }t--10' 1n le 1e C2 CS 15i' SC8' !t!C VS 36 St CE Ca CI Cf 5C-r Cry a 7a Cr C7 11 1 71 a 15'•0' C1i- li'-0 .10' Ct 2e a C7 C7 11 B 1 1 - . 1 OA »' t iT 17 1 C7 �' 1' SO 1' CS Isi' 1S 14r3' 1 CS 1{'d iB 31 C7 1 i• Or r . 17 14'S 7 13'i' ]7 lire' TF-0• A 16 C5 1 C5 IB 19 le'•1' 71 i A• 31OF !1= 1 C7 1,rir ]1 1T4' !C• PM s 1 19Q T: 1kOR 1 )IOU il'V low iPi• P.P fi IT 13 31 yl 9'F fe 79' 'A9 aa' T-P x xo .78•T 1 .T 1P kTi' C9 S-r S.T B'S 1i 13 to C2 P-2' s'-7, B'$ !B C7 07 C2 B'd' e'a T-Y ie ?o C7 11'_• 1 11'-1' 1aL' 1e 1d 11'-1' 10.61 71 71 fT�' 1T-7• IB 17 9'a' fi IOC YA' 1 9'3' C7 C7 C7 10�' 9'-iP 9's 1S id 19 1a C5 CS C7 C7 C7 C5 CS C5 17-T 31 Ca IT-T 17-0' 1] Ca 17-0' 33 11'4' Si Ce II 3i IB f9 17 C5 1B 17 IB 57.1' n 17.1' n 11rH' 1610' ICI IQ' d'A' 8'-3' 3tl B C7 T-P T-0' fi'4' B�' 15 r T-9- SO 10L' gIP IP g� S1 72 ITT -0• IriT 19 17 1B 17 1 .1- 1 !S 7ff-I B' f0' 115 1100 Yd' Y3' le to C5 'SQ' a 32 CB q$' 17 C] 11' 11 ik 11 C I�jj 'ilj 6-1P 5'1 0' B8' !6 [0 C5 e• !'d' R C70 T-1P T-1P T- T 15 IF C 2 C5 T-1P 7-10' T-T 49 31 C7 Tom' Pi' 3Q 39 12 p..l• CIO B'i' SI 9'6 19 9�' Si 11'i" 20 Id-10' I] C B'S 5 _p T-A 1 C7 B'-t' 19 C7 11'P 2Q tip 20 10'8• SI T-T 1& 5-IP 5'-10' SS B' 4" B74 3 12 GA STL NSERTT( B15 DB L14 GA STL INSERT DBL 12 GA STL INSERT 9 ATTACHES FREESIA DING ATTACNEp FREESTANDwG ATTACHED FAEWAIASN(i TRIG WIND MAXMAX POST FIG PIQST pOST FTG MAIN MAX POST FTG hIIN !'N1X POST PTO FAIN Ml1x POST FTG FAIN MAX POST MIN WIDTH E)P SPACING ON) IYPR SPACWG PM 1 T TYPE � rm% TYPE Se1h�CIfM.L BM POSV SPAOIAS (IN) P T SiPAL6NG fTG (W) (SPAN) (SPAN) 88PA1JO i TYPE; (SPAN!) (SPAN♦) TYP@ 5, 1168 I tOC 1 T7= 15 T7 C5 1T. li-T St it C7 27- 77-T 17 19 C5 2X 3] ITA' 1 Ji' ]I S I 1 1• 10 .1' ST C7 d' 1 O5 .e• 1d 11001 lam,10 1 2Ta; �aa• GB CS H CB T 1106 li'-1P 1d C5 14-10' ]7 eT l., 1 05 l °B 2Y'J' C5 21'-0' 35 cs noe 110 S 14'-IP 14 1e IT tb-•-1o• 1fd' ai Ikr rP l Yo le ,Y•re'• 1ri1f]' 3s ]s zI-0• t9'.T• zr 1.. TV. - 35 30 a' C5 CB flat ir to fi 3] I •1 C9 1 •T 1 CID e tIQB 11OC 1 = t3'-2' F 19 C5 Y-i 1 31 37 CB 1a IQ• P 1d 21 1610• le•IQ- 3•S ]3 C9 tld te'E' ! 05 a' Ita• N Sa C11 10 IIQB >?$ IT C5 zG 11P-1• 1 •1• 1R 1 lot 1�g 176 t6'•1' 21 C5 ly.1• C11 G5 - 3 C11 11' t Oa ttOG 17d 1 -0' fe YO C5 1 1 31 34 C9 ie'S 1 S 19 22 C5 1Y9' tg,7• C71 15•-P 7U CS f .9' C11 IY C5 C9 Ifi' 22 C5 C11 16-9. C5 Itr 1 '1" S 36 C11 110E fl'.6 a1T 11 L• ti'.d' 1B'-1' 16.1' Se NOTES, I -WHEN THE PATIO COVER IS INSTALLED ON A SLAB ON GRADE d1413CENMt A"P=T1a.15 ONLY), n� —VIA,! POST SPACING %S II-C LOAEST OF THE'MAX p�T SPACINq NBPANr SHOWN ABOVE AND THE MAXIMUM POST SPACWGS SHOWN ON OETAR SILT 1 2 - IT IS ACCrPTADLE TO GLM TMU'1E COL061NS Wl "HER NUMBERS WI THOSE SPECIPED IN 711E TABLES SmEWI, ATTACHED & FREESTANDING LATTICE COVERS - 20 PSF SNOW LOAD OR LIVE LOAD -120 MPH - EXP. B & C BS 12 GA STL'U"DHANNEL B9 DBL 2 x0,5 xO.042 B57 3x8 x0.042 810 DBL2x6.5 x0-032 B72 DBL 3 x8 x0,042 B73 14 GA S7042WiT ATTACHED FRBESTA1317Hi ATTACHED FREESTAHOM A7TAt%pR I FREESWID210 I ATTACHED I FREE67ANWIG ATGLNEq I FREESTANCUM, ATPACHI< I FREE47ANona WIND MAX POST F7G MIN OST M'� POST FTG MIN T MA% P057 FTG IAIN P T MAX POST FTG 7AIN P691POST MAX FTGPOST MA% MAX POST FTG Mp1 MAX POST FTGPOST MIN MAX FTG MAX PORTF", MIN MAX POST fT0POST MM AWC MtrTRIG TIf E}P SPAC'NO (INI r,PE 5PAG9N6 (9PAN) 5M tYPE SPACING (SPAN) VM rfplE SPAC% IIM TYPs SPACp,1G N4) o SWA[IW 1;*jI SPAC1Nm (I11 n BPACWO ON) T�YA@ 7PACPIO (IN) ttP&T SPACANDNPE SPACIO (110 P 6pAC9xi(IN) FTG pe(SPAN) (SPAN (SPAM (SPAN) (SPAN (SPAM (SPAN) (SPAN)(SPAN) (SPAN) ty05, 5 1 a 15 Cl 1 �• 20 C 11.7• $4 C1 ily 10 C7 1 14 C1 1 C7 t7-IT 1f C2 0 Iry 1 16�r i •1' 30 1211C 1 B 3S4' T-1Q 1 t3 I +' 11i' ]t m 11+ 7' 1P•T 10 15 SIVS' 71 :0 25 1 114T S IY4T 11W' m 1Z1-- T 31A ]0 131P--1•q N4 ]1l2OG 10' 14t' 1 15 to 10 C2 C1 ]0� 20 C7 CI C7 1Si- C7 1T41' to SB �, }-M• 7 II 31 1N!•T' 1 11W I t, 124T 1S 70; 141S'4Y iid' T tg4i' L q.p' 1 7•A 2I C7 •SNT 1 CI -1 - 9'-10' 2I C7 1V4• I C2 1T41' ]0 1 C5 14' C7 -11 Cd 1.CI CT q-10' t Sp' q.2 17 1e ld 9'4T'70 WZ' A 6.1P 4' 17 15d 119' 1T-111R3"]Ii' 1B 11 11.7• 75' ]t 13-T' 1Y-f/' -W >9 11 17• 311 C9 C2 CT C2 I C7 CS f T/-T }Y�- 72 C7 C 1q; 16 F-T 2I 64• T d:4` 20 1t-1' t9 ;CB1 8 ff-7 14q46 C5 CS C9 C9IC28,2C7 C2 NT4: C7 -g• T-9" T-0' T6 1B ID C2 THT 30 C7 ItrS 1 C5 fi74 STfi - I C5 ! 17-L 1-�9' -y- 126C q-9• t7 I.t ffi 32 B$ 6 /8-3'9Y N-r m - T-9- T 30 I". S-1 7-10' tB 3 IV$ •1, J1; 70 10T7'B' IY-7' 3112-1- t71' 32 CS CIO C2 7-10• 31 C7 02 71q, �- 36 31 C7 C7 4$ 1 9' I H11' CS1Z'4T CB CSCB 1TS 73i20C INS q3' t-7� }T 15 6'•f0':33 541' p 7=10' >a T, C4- IC2 8 •1M y♦I" 'J�• 3] If' ]'.10• Jf 32S 6i- 19 17 ; 3-10' ]I 2 q$ -1- 1 6-0' 7'a'4' ]2 ]I 19!•0'1 L'<' t9 C5 CS G5 CB32T-l0' C7 .17 19 C5 10' t C7 CS 71' 31 iT 1 CS 1 .p' 31 TO$ I CS 1 t B14 312 GA STL B15 814 INSERT RT DEL 14 GASTL INSERT DBL12 GA STLINSERT AT7AOF" PREESTAeQ41G ATIACNED FREESTANDWG ATrAcHE0 FREESTANW10 TRIG Vh110 MAX POST FTO MIN IAAX POST F10 MIN MAX POST FTG MIN MAX POST FT13 MIN MAX POST FIG M11IJA9N TG WMTH EW SPAPNG PM POST TMPE 9PAGNG OM PDST ttPE 6PACING BM Ds TYPE SPACING PM POST TYPE SPACING (IN) POSTF'OST 1VPEIS IN) (SPAN) (SPAM (SPAM (SPAN) (SPAN PAttPE 51 12 B T 18 t7:T 34 C7 •T 16 ZZ-T Z3 (A V4r to S C O 19 C5 C5 3B $2Z Ctt +rr- !] C8 Z7T 20 2x-T• 37 Cf 24W 91 s 1 -1' l9 C5 IC•1' 1 41' 3i 72 OT 2V4P 2Pd• Is 21 CS J1 CB 44 CS 351298 I"r 11f.$19SF'; CS N 34 Ce 1'4 I' 22 CSC932IV 35179CC5C7 35IH5B }Z9C 4T 'AT N C5 13'-1P 37CS35 1 •1 I C9 1 .T CS C10 ElMOW13'-2 120G 17'-7 fB 21 C5 1 -7 13'-2- 1610' 16•IG 1 C5 IP•1G 16•t0' BS 3 C9 1rd IE$ 70 C5 1B$ 1qr' 76 C17 10' I20 B 12$ re C5 r s CS 17• • I rG r x 2B 1. 3 20 21 1Y$ 1 3- , G5 tG-t• 98 cn TT-7' s I c11 11' T27B 1NC 12'.tT i llT 21 C5 1T4r n:IP 31 ]4 CS Is-3' I a 19 CS 15J' C11 1!H' WOO 21 H CS T a 1 37 C11 12' 1 $ 17PQ IY4T 11.4- t9 22 C5 1n0- 15•;' S 14' 14'4• 24 1I CS iTr' 14 A' i C11 1'.1' I .I, 21 C5 Ts.l' 1Ni-1- N C11 NOTES: 1- WHEN THE PATIO COVER IS INSTALLED ON A SLAB ON GRADE (RES WENTLAL APPLICATIONS ONLY), THE MAIWL AI POST SPACING IS THE LOWEST OF THE 'MAX POST SPACNG (sPANr SHOWN ABOVE AND THE MA)QMUM POST SPAGNGS SHOWN ON DETAIL BIL7 1 2 -IT IS ACCEPTABLE TO SUBTITUM COLUMNS W1 RGHER NUMBERS W1 THOSE SPEGFIED IN THE TABLES SHOWN ATTACHED & FREESTANDING LATTICE COVERS - 20 PSF SNOW LOAD OR LIVE LOAD -130 MPH - EXP. B & C B8 ASTL"LrC AN 12 GA STL"U. CHANNEL DEL. 2 x 6.5 x0,042 B11 3 x 8 x0.042 B10 DBL2 x6.5 x 0.032 B12 DBL 3 x B x 0.042 B13 14 GP, S0.042 / RT Ai7A1>}LO FREEDTA7A32AO ATTACHED FREESTAAYIIHO ATTACHED FMeloYAND740 A17AC11E0 FREESTAIMINO ATFACSED FAEEST0,19" ATTACHED FREES7AMMM TRIG WINO MAX POST FTG MIN MAX POST FTG MIN POSTP0X AIAX FTG MIN PST MAX POST FTG MIN POST hIAX POST FTG TAW MAX POST FIG MIN h1Ax POST FTG MN MAX POST FTG MIN MAX POSTFIGPOST MIN MAX }TO MIN MAX PORT FTO MW7PA.. MIN A547TH F7P SNACBpG 0M sPACAVG ) SP M 0M 3YPE 9PAC44L1 OM TYPE lwAG7Hfi PM P09i TYPE �PAtA� N 1 1 POSTPOSTPOST TMPE SPAl;L�tG II (0 TlPESPACNG IN ( ) BPACM ON) YYPE(SPAN SPACNG (INN p0@T SPACNG (IN) POSTpp9(SPAN t3 .OpE (SPAN (9PAM (SPAN) (SPAN) (9PAN (SPAN (SPAN �,PE ISPAM TTPE) 5' 17D8 1S4T' Cl 1V' 71 C8 41: 1 C1 17'.T 24 C7 17 1 C1 4 4• 29 C7 tR1P 1/ 13'-1C 31 16 16'•P 3t CI 1&5• li 16:1• F2 117 1 C fy0 1Y4' If=1 1 14 1r•P 11 ffi G10 C� wr 1P• 17 id lt'.r 1 71 II'v rr-D- 1 ZB +Y•1P 17 id 5 l3'-7' 12-9' ]2 16'b'1Bf-0' 19J" 15�' ]a 1 CB T3 T' I:d' 19 T 13w 1" 34 ]1 G8 C7 6. C2 C1 C7 i;-N 44'�' 10 C1 C7 C2 C2 C7 p I30 I30 11'-10' fr-0' 1 14' f0'�' 32 3I C/ !C ■Ir f 18 1 7' p•41• +„e p 1ad' 30 17 IY.• . IT41'.E1 IS4•Ign' a' IP{' IT•i39C''1 20 14 [a C2 Ct C7 L1-0' g.i 1 {pS'f0- C1 17S C7 � C$ L7 C7 C7 (F. a S'� 4 fa 16 1 77 C2 9'S 6+8' 30 $p C7 C7 G2 CS CS 4=r 11 +• ii 73 C7 C7 44 T3'd• ['rC2 C5 5 8 f0'! g-tP 71 CB 9'. yr 64s I/ +6 I 1' P• -T 30 11' 1 -1' 1:1- 1744 17 I7 ti9 tt4i' 19� 13 9; 47•T tt$ p IdC 72C7 i2 E 1a4' gA' t +e g-,tT 7�' -0- Cd ]1 7 4 al 1 lv4T 71 37 13'4• - 13'-1' 17•r 34 s }7.1 4 2a 1 17•i• 7c7r cra g-g le IS a3' d 1 S8' ,T2 LTd' 1/ T d a 8'•1' IP A7 ]1 TS r 6'� 4• ]0 31 10'4T i PO 6 / 1P 71 1z-r17.7' 17-0'77'$ TT�' H 12 11'-4' ]3 37 1i•1• 114r 21 (fl 11>,p' r1 M.fO' 37Ca S7 ]] C5 C9 CZ C7 T-g I/ e C2 C7 C5 C7 C7 CB130C CB GS1/a-T i3C8 a-1� 46 7-1 20 1] lid 70 17 AIP 75 qa• ]1 11!' 27 11' CS C70 C2 C7 C2 C7 11' v-I• 71 i/ C5 CS SC•tD' 17.17 19 72 I30G } fl B'-IOr g I/ S8' T-10' 7'- 21 1 T4• Ti' ]t S4 4• •1P pl !a 6'-2" 1! 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TES: 1 -WHEN THE PATIO COVER IS INSTALLED ON SLAB ON GRADE (RESIDENTIAL APPLICATIONS ONLY), THE MAMMUM POST SPACING IS THE LOWEST OF THE 74AX POST SPACING (SPANr SHOWN ABOVE AND THE MA)IMUM POSTSPACINGS SHOWN ON DETAIL YL7.1 2 - R IS ACCEPTABLE TO SUBTIRIIE COLUMNS WI HGHER NUMBERS W7 THOSE SPECIFIED IN THE TABLES SHOWN 2485 RAILROAD ST, CORONA, GA 92880 951.736,4500 DATE SIGNED: Apia 25, 2018 41111A NY IVCvIN ER�NL3 26030 ACERO, SUITE 200 MISSION VIEJO, CA 92691 949.305.1150 1 FAX 949.305.1420 1Ap MO ES VTM REYI d VAIN( DAZE DESCAIPI104 451FLA]91 17-R)M DATE C Tn,ii, nt FIR pffDXm ISl9 IAPM0195 V 3.0 LATTICE STRUCTURES: BEAM SPANS & FOUNDATION SIZES 20 PSF LUSL,130 MPH L8.20.3 I ATTACHED & FREESTANDING LATTICE COVERS - 25 PSF GROUND SNOW LOAD OR LIVE LOAD -110 MPH - EXP. B & C Is12 12 GWMALCF]ANNEL Bn DEL x6.5 xO.042 811 3 x 0 x0A42 B10 DBL2xB.5 x0.032 B12 DBL3xB x0.042 B18 14 GA STL INSERT ►�I—PREESiAIdYNO I ATTMOZfl I FpEESUNBHO I A� Gf�Psiuv'lfa an�e16D I 7WB VAND MAX POST FTA MIN FOOT MAX POST FTG MIN PpS7 MAX POST FTG LAIN MA% POST FIG MIN MAX POST FIG MIN MAX POST FTG MIN hIAX POST FIG MIN MAx POST FIG MIN MAX POST FIG. MIN MAX POST FTG MNM1IIN FTG MAX POST s10 h11N WIDTH E2P SPAEINP OM npE SPACING PN IYPB SPA" (IN POET WPE SPACING ON) POG! Type SPA"i* (IN POST h'Ae 5PACM IN) P081 lYPE SPACNNG ON POST TYPE SPA' ON) POST TYPE BPACM ON) POST A•P2 SPACNG (IN) POSTPOST TYPE ON npE SPACING ON) POST TYPE (SPAN) (SPAN) (SPAN) (SPAN) (SPAN ISPA}) (SPAN ISPAN (SPAN (SPAN) (SPAN) 3C717'• 110 Iry 14 T,Ta m CBtp.1 17-V 1007 113r 11w 29 C7 9'7 or,,7 I7 15 C1 1Tir L1-" 20 29 C7 1r-17 12•ttr 14 111 CI17-T 13'•T 7N C7IAdIdC2 la'ir H 17$ 1RCY2C7 k'(Pll�' Id C2 15$ al C7 f10 ( , C2 IT-x 3 C1 •T C7 f3 C1ttl-0'301-1 10d- 30 1 t 413$ C2 1a 1 •1 ]T I a4-32E f0 1P{• 11'•T 1V f0'-0• 1d 1 t2''w C7 1 17C2IY•Y 72 CT I G2ANV W C7 S i10 1 r 1V• ! 16 C2 I {• IO;" F 73 C� Rit fa 10 -7' P•T a0 70 C7 7 7'$ 17 15 C1 S 0.—F ]B ]0 C7 J'k14 p$ 11'-7' , 1 31 I1� Irir 7 1{W' 13 CBC7 I 17 1 • t 33T .33 tsoB 10W ss ca s ra aM C7 7$ sA CI au 3 30 CI T C2 7.N } $' C7 Ira ° t C5 a- 13--1• 54 CA ta 7P-PIlOB C51d'X trs as Ci' 4i' 13li•15u R C5 2,.T, C10 r•r 1d C7 16 Ct 7'S 30 C7 a rNT c2 wr IV-r C7 Ipi" Ip{• 16 1B C5 7,7 IY�7' 34 34 CB 11'-T —r! IS 1° � r: Ill'-9" 3�110C d4CB 11013 6.10' o- I Id CS tr6, ]3 31 C10 BP 0%W 14 i3 C7 -11• 5'. 1 Id C B 9'$ c7 F1' 6r C2 Y 4$ CB d' 7 H7 1d CS li IV'r S C9 1 .T 1 •7• 110'I 1 CS r- CS 11' 11 T10C C trd- iB Id CS d',7 FIT ]1 H ClO 7.1' tr,r H1 10 C7 SAT' 36' l{ Id 12 °=T fi'-T' >0 C7 7-9- T•1i 16 7 C5 V.T Y 30 CB 6-s0' d'•1T 18 fI C5 11-2^ 1rT 75 C9 7V•I' II C5 IPiP 1 6' 7S 75 C9 12' ita 0 -7 --of—Id C5 ,VI 3A CIO Y-1 .1p Id 76 C7 SW S-0• la 1 12 >Q 17 7V' ,°' 19 1d C5 -1 •-1 CS .S !0 1• CS 1tl$ Sf 5 C9 S t CS 1 tW 35 ] G9 3 ( B14 12 GA STL INSERT B15 DBL14 GA STL INSERT 8 DEL 12 GA STL INSERT ATTAVIED FREES7ANCB+3 ATIACHEO FREEquavo lG ATTACIRO iREESTAW911 TRIG VAND hIN( POST FIG h11N MAX POST FTC MIN MAX POST FIG MIN MAX POST PIGMN) MIN MAX POST FIG MIN MAX POST FTf� MIN W0T11 E>F HPACAIG ON f,(Mr TYPE SPACONO OM MSI WE 8PA'M (IN POST TYPE StMCUXt MN) POST 1VPE SPACING (IN PoS1 TypE SPAC*4 (IN) P09T TYPE (SPAN) (SPAN) (SPAN (SPAN) (SPAN (SPAN) S 1a 1LOC I - 17-T 13 17 G5 1747 1 -2' 32 ]} C7 •1• 27.1' 17 1Y C5 T?•t' -1' 9A Sd CB '.7 21Z 1 19 CS 4- �•-2• S5 C9 ° I!9 B Ilia ua 1 CS 19 1 ¢ 33 CB 20�1' 27 1T CS -x 33 C9 •1" T 15 C5 77N" T 76 C10 T 1103 II0 C is-'r 1a•-T' Id 1B C5 14'.i Id. 33 3i CB lrY 1T11 17 CS 1YA' IFS- % ]S CB 2P6' z0'$ 1d 21 CS 6' 6- aT T7 c11 ° 110B INIC d f3''r 1 G5 17 Ira 3t CS W i'ir t CS 1- 1r•7" C71 1 IY Id 21 C5 IV .r C71 tl 1100 f 10C 12.19' IZ-70' 1 19 C5 Iy1P I�1S 35 ]3 C9 i � 1S I C5 >0'• ]FT 7P C11 1 .1- 1d'•r if 71 05 1 •r IF1• aF 36 C11 10' OS T10C 12,7 1 f , CS 1r�T 1 35 G9 IV -IT w1u, t 75 C5 ISir Id, C11 1712' IT-T 1! 2S CS 1 -2' IT ]° C11 11' Nq8 . Isw 15tE' !• 10 CS 11'{ 111d' ri C9 Ili' 1 ',7 19 21 C5 15'a q� ab 35 C11 1d4• 1 A, 19 22 CS 1pJ' !trJ' 3P 39 C11 12' iWC I7 11"-t Id m CS 13 1142' 38 Ctt w WV' 1 21 CS !44- 1F1' 2d C5 lB=1' 161- p C11 1 -WHEN THE PATIO COVER IS INSTALLED ON A SLAB ON GRADE (RESIDENTIAL APPLICATIONS ONLY), THE MAMM1161 POST SPAC44G IS THE LOWEST OF THE "h1AXP09T BPAcm (SPANr SHOWN ABOVE AND THE MAXMUM POST SPACINGS SHOWN ON DETAIL 811-7 1 2-IT IS ACCEPTABLE TO SUBTTIUfE COLUMNS WI H:GHER NUMBERS WI THOSE SPECIFIED IN THE TABLES SHOWN • 2465 RAILROAD ST. CORONA, CA FM W5 77GApp5W S SB ti! anreslGlleo:APaas, 2n1e &A - ,-XW 26030 ACERO, SUITE 200 MISSION VIEJO, CA 92691 949.305.11501 FAX 919.305.1420 LAP Mp ES TM wntvcla KVGt aAIE OESCAPfpll d STFL XO0 17-1 W 1 DATE WA91B DPAIYNSY 1✓Bi CIEOLED h179 IAPM0195 V 3.0 LATTICE STRUCTURES: BEAM SPANS 8 FOUNDATION SIZES 25 PSF SL, 110 MPH L8.25.1 ATTACHED & FREESTANDING LATTICE COVERS - 40 PSF GROUND SNOW LOAD OR LIVE LOAD -120 MPH - EXP. B & C BS 12 GA STL"U' CHANNEL 69 DBL2 x63 x0.042 B11 3xa x0.042 B70 O DBL 2 x0.5 x0.032 B12 DBL O 3 x B x0.042 g13 3x8 O 14 GA xO.042 W/ STL INSERT A1TAClfEO PAEESTA7U0x3 A7TACHEC FREEriAWl1G ATIACF�O FRfE5TAl="u ATTAC14E0 iREESTF11Wi0 AITACFEO FREEBTANCOsa ATTAd4'D FREEfiTANC9.�G1 TRIS tY!]1!1 WIND E7P MAX POST SPACING FIG OM "IN MAX POSIT POST SPACING TYPE FTG OII) MIN Po37 MAX POST SPAOAG F7G {Rp MIN P0&7 MAX POST BPAGHO FTG MINI FD87 MAX POST PTG OM MIN MAx POST POST 8$p� FTG MIN POS7' MAX POST FTG MIN POST MAX POST FTG MIN, POS1 ' MA% POST FTG PO3T POST FTG P N PST rIG MINT 6W( POST FTG (SPAN) (SPAN TYPE: (SPAN) TYPE (SPAN) fYPE IPA TYPE q ) TYPE. SPACING (IM (SPAN) TYPE SPACING (SPAN) pM SPACING (9!) B SPAWO N7) TYPE SPACING ON) rnE > T SPACM QM TYPE S. , 1 -t' , •r •T C5 d' 9d' aa' 32 C10 •T T•T TNT` S 74 13 Cl CI V-r C7 C7 CI T- C1 T 72 C7 C7 13 C5 f C7 31 32 (SPAM frig• 5'S !! IQd 14 C5 1 (SPAM 133• 1Y-2 CS 34 (SPAN) 1 H tt-0' C5 15.r 1 (SPAN) 1Y4T ]2 1TT Ce 1 CS - 5• 1 1 8 Im C I p S1_r 9^r rfY 16 14 Ip % S 33 33 Q-1• tlT 29 T3' S� 0'-0' 1. 15 7Y 2! r.r a=17' r-11• Rio- 15 M H i1-0' IQ-1• r4T W-r t5 7 ri• r$ 29 2! as IG'•1' T 176C r-T' !T CS Sd' CIO r !7 C2 C2 C7 C7 6$ T-W 4'-IO' 4'-f0' 17 1$ 1] C2 r s$ C7 C7 C5 CS r4• 4�a' tl� 71 m Ca r-11' H : 1 . 1 ad i LS r{ 1 11%7 fi Tft3 74GO 10-T SS G9 to"35 1 'r 15 ldr to 'aP 43 C5 1 1Q-B• y1 3RC. iP-1• 35 C9 33 T-8' 3' 7a 29 }9 r-17 M• "1• Im �4 11 !• 1200 t20C IMp T- T-T T-T IR 1 15 C5 er T8' C10 8 5'-9' 17 T-3' r4i• 29 29 9a r•3 r C5 r4r 35 C10 Sd' 5< ,] ! 1 a C7 4'd• 444 - 13 s 1 f-W' 4110 C7 C5 71 CS nr 1S 7 r 1 CS a-r g � C9 73 r•1 S• 16 a-15' la T -1• i5 r4 ]7 C9 Irai" 35 120 G T-r T $ 29 :9 S•It' t 14 r3 -1 10' 1 B ,Z' 15 C5 Td 1 C S T 6fi 15 IS Td' T-0' C70 4�11 ll• 15 C7 C2 4' 4'$ 30 C7 C5 Sl T-T T-T T C5 r-T p-T Ca �_T 19 !.'• C10 0-7' 30 30 7.17 16 St Q.3' g-I1' 1 T•10' T4i It' CS T-0` CIO 4'8' a3' iV 1� ip i< C2 C7 C7 C2 4s1' a=r G2 y'-!' 0 30 C7' C7 CS is C9 - 15 B-T NI CS 1 -1P 35 T10' 33 C9 HE r,7• fa _ 0 C5 r43" ]0 A- C r$ Ta 35 g-r -T 30 TA 1! 14 Sa' 17 T-0' P-Y 12' B t 6'-T 6T 15 19 C5 S'f a C10 ac-r fa S 30 13 3'4N 5'd' 1 CS TT C9 C5 5,4T T2 33 C9 -7P la C5 r7•' }T C11 B14 312 B75 B16 GA STL INSERT/ DBL 14 GA STL INSERT DB 812 GA STL INSERT A77ACHEO FREESTAIgQk7 ATIAE7EL FREESTANDING ATTACHEO mE87ANANG 1WB WM WIND E?P M1IAX POST SPACING FIG PM MIN POST AIAI( POST FTG• MIN MAX PO3T FTG MW MAX POST FTG MIN MAX POST PTO MIN MAX POST FTG . MIN (SPAN) TYPE PAAOM ON) TYPE BSPdNNG NO 1YPE �PAAGT%i 0M rrPe aPAfJFIG {M TT4Ve SPACING N0POSI POPE 1 B t3'T 1 1?-w' 33 7 m ( M ,T•P ]E (SPAN) (SPAN) Ir41- 5• C5 Ca C5 C9 17 4r 1 CS C11 170C 1I♦A B 7S7 17-0' 1 ,� 77 NO' }i 31 34 .q• 1 i' 14 s Tiq• lay` 1 3a ]6 3a iQ-0- 1T- tT-g• M x 5' G5 G C5 C11 IVA, 7 4 1 C5 ctt 17aC PY47' '-2' NI !2 34 11Pd' I 1717 T Mo 170C I 11'•i ,S Fa C5 j1 ,1'3 Cg ,R'3- 1a:p t 20 CS fE•1' lycl• 37 Ct1 18'4i' l6+6' t 1 CS Ir4i tr.4' ]! 3a C11 9, ND 120C 10-4• 1Qd• fa I Cs 11'd s1-0- ]a L9 135i' 1 4• CSt5 , 1 �. ]& Cit 9. 1206 120C 9-v' 9'-97 16 is C5 1Qd' ,R4• 3p C11 t7d 72'A' le C5 13'd' tSJ• 39 C11 1i=i• 14'.r 1S 71 C5 l4'-7• 14•-r 39 C11 10' 12G D 170 9d" X 1 C5 • r -1r 37 O11 12' 72'-0• ,p 1 G5 1741 tY-0• Oy Ct 1 1 1 I C5 13-2' t3!_' RO C11 11• GCB 1211C S11' -11• 1T 19 C5 r;' r-0• 37 C11 Tl£ 11'S 16 f CS 1 .1• f -1• C11 ,i 1 Ir C5 Pia• 17• 41 C11 12' 1 G d•T r•T' 1 20 CS r•1' r,P• 35 CI1 ST Y I C5 In , 40 C77 , 41 t 7P C5 1 R 41 41 C11 NOTES: t - WIEN THE PATIO COVER IS INSTALLED ON A SLAB ON GRADE (RESIDENTIAL APPLICATIONS ONLY), THE MANMUM POSTSPAGNG IS THE LOWEST OF TIE'MAXPOST SPACING (SPANr SHOWN ABOVE AND THE MAIaMNM POSTSPAGNGS SHOWN ON DETAIL 547.1 7- if IS AYtEr IA01-1E] I ATAIAER6W! PPOFEDrIT�r TApEES&101Ye1 ATTACHED & FREESTANDING LATTICE COVERS - 40 PSF GROUND SNOW LOAD OR LIVE LOAD -130 MPH - EXP. B & C g4) 12 GA STL'U• CHANNEL 89 DBL 2 x6.5 x0A42 H11 3x8x0042 B70 DBL 2x6.5 X0,032 B72 DBL 3 x8 x0.042 O B13 8 3x8 x0ANSE 14 GA STL INSERT ATTACH[O FflEE6M}�/AK' ATTACHED FREMAAMING ATTAC71E➢ FR6E5TANDNO ATTA01GO FAEFArAlnNG ATZACIE♦1 FRF.EBLVfM)G 5 WIND M OF POST SPACING FIG (M) PMGNOi � PMAX OET SPAIDRG F'!G (M) POSi Ppg FIG SPACM ON) M44 P08F POST SPAGNGi F7G M44 Phi POST FiG MIN POET MAX POST FTG MM POST FTG MW P091 POST FTD MW 1AX POST FTG YN POMAX ST FTG MRl ATTAG":IME111,11T, p ('PAIN (SPAN) 1Y MPAe0 TYPE ($PAlO PN) >vPL EPAfJND TYPE pqTYPE $PAC (F'0 i,, 8PACPYa 1T41 � gA�SPFCYJG _ PW PACING PNF _- .r 'r �� -ISPAIO i7Af (SPAN) I I--<' T9 T.F'4'-11' 6.2' �� � -C2 C7 9 C$' 1S T 4'-0' Ell1C5 CIO 4'8' 1! C2 'r C7 3'-IP T8' 35 4'd 1 r 3'-l0' 4:5• al ts-zs CS cto 4'-4•C7 _T C7 •-,� .•• r-c IS Je1}" 35 S'-r !Y-1•I 3S -I ]a T-7 f JK 35 C9 S'-7' 2p CS g-1• L31FC"o NOTES: 1 -WHEN THE PATIO COVER IS INSTALLED ON A SLAB ON GRADE OIESIDENIL{L APPUGT10N5ONLYL THp MAT7L1 W POST SPACCt81S 1FE LOWE'_E T1E•MAk POSTBPACOtsa (CPANp BHOWJJA013VE AlVO THE MA3NAUN POET SPAQIX;S BNGUYtI OIJ OETAL NLT.I 2 -RIS ACCEPUBLE 70 SUM"WIMCCLLMNS WI HIGHER NUMBERS WI 04OSE S> ot'IEAIN THE TABLE"tjq JI al 2485 RAILROAD ST, CORONA, CA 92880 951.736.4500 DATE SIGNED: APIs 25, 2018 r, J a.M 26030ACERO, SUITE 200 MISSION VIEJO, CA 92691 949.305.11501 FAX 949.305.1420 Wmo lsmE 194 WWI WE 4YL9Ie IN'AI16' RER IiCJtEO ms IAPM0195 V 3.0 LATTICE STRUCTURES: BEAM SPANS & FOUNDATION SIZES 40 PSF SL, 130 MPH L8.40.3 ATTACHED & FREESTANDING LATTICE COVERS - 50 PSF GROUND SNOW LOAD OR LIVE LOAD -110 MPH - EXP. B & C g8 12 GA STL'U' CHANNEL DEL 2x8.5 x0,042 g3x8 x0.042 B DBL2 x6S x0.032 DEL 3x8x0.042 3x8x0.042W O O14G STL INSERT MAX ADO MAX MAX h ATTAC FRE€$TA7ASxi RTTACNED FRXESTAM04 A TtAC7i£O F1�E■TANLBFA TPoS WWO WITH F?P POST FOG MOJ POST FIO MPI SPALY20 OM priOPB{ SSP 0M POST PTQ MW S9PAG/n ONl E MAX POST FIG MM BPACBND OM P 9T FIG PST APAPM7 MAEF3lANIT7d0 MAX P097 FIQ LW] POST MAX POST MAX FT(i MP1 POST POOT MAX FTC A}W P0.9T FTp MPl POD FTG MIN POST PTO MIN POST 41W PDST TYPE riPE (SPAN PM TYPE SVACudi (W) T3PAM (SPAN) TYPE SPACAY ( SAACWO TYPIF PAC PTG ON) BPACNO P09T "1 POST POST hpE IM Ty PP BPACOA3 lWl TYPE SPACM ON) SPACR)fi OIO S 1108 7-P 2 3 C10 5.11' I1 p +!P 1s (SPAN) rr� TYPE !SPAN (SPAN) (SPAN) (SPAN) 110C 9�1' N PT ]] 6.51 1] p.3' 2y C7 -i0- =S C7 S•� 1 '1T C5 C7 fa•1' A 1 4T 18'•1 t 6, 1108 Ile -I1• T-11 1 S4!' aA Clp lA Ar Pir 1S � r-r 23 C7 I] 11 Cz .9 -1■' 7g r41- T<T A 7.1P 17 '1• 111P 37 id-10' !S f11e' 33 ]] CY SO T 11 Tom- Td' 13 .1P 91 17 C3 T.tP C10 p• 1 98' 12 SS 13 � T,r T-0' Tor � ,. 1 s � C7 C7 T- C} 8•-1" CS P� C9 I] � I1+8' � p-1P 17 � ta!• 3a � a'd' ! lyd' P-1P 16 1�1i' 34 1 17 P•HI' d-1' 11 8 P S-1a 13 Ti' 4'-11' 12 q P• r A'if _E � r 1A � C8 � � .1A � p4P 35 T-1P 1 P-1p' r-1' C9 5 C G-1d t7 C} 7� C10 4'-11' 13 � � � � � C7 g�- •IP fe 7«' 35 p-1P 13 63' OS P IfOD i IOG 64T SS G C5 !47 IS T•Q' 14 C70 4'-0' 72 4'A' 14 c2 ]-r c7 8-T na• 1S 3'47' 12 cz 4'-0' 79 c7 ] 5- 11• CS T-IP Ts Ce � 9'-T li V-i' 95 p-iP 1S e'!• p-T 1! 5'.!• 35 C9 x cs 1 7.P u e•-1• 1A 1 1d 11 i3 B-1' S-1" 4 � p•e' C70 I)41 4'-T 12 4'-T 14 � yp` _ C7 7,p 3'-Y {A 1l C2 4'� 7q 3'a C7 S- 11' 1 C C9 GS 0'•T' 38 8'S 13 77 3 � p-7' I! � e-r 35 ell C9 5.1P 17 T41' 35 S•' 37 11' 1TSP 101: 5'-11' 5-11' 14 CS @ � C10 17 aA" �-1P 12 S.W � f.T 7p C7 7Q• 1 ]0 C7 SL' Sd 1i -0' S3 a' 1S �. 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N IN THE TMlLFB SN" 1{OC BA p_211 p-10' M 1dS CI7 C5 taro• 1 •HI• C71 2465 RAILROAD ST, CORONA, CA 92080 951.736.45DO DATE SIGNED: Apli 25, 2011 26WO ACERO, SUITE 200 MISSION VIEJO, CA 92691 949.305.11501 FAX 949,305.1420 IAP Mo ES TM REVLKINS „E DESCXP110;1 .SRL x1Bi 17-1011 An O IB MA110Y ATR REGfEO by IAPM0195 V3.0 LATTICE STRUCTURES: BEAM SPANS 8 FOUNDATION SIZES 50 PSF SL, 110 MPH L8.50.1 ATTACHED & FREESTANDING LATTICE COVERS - 50 PSF GROUND SNOW LOAD OR LIVE LOAD -120 MPH - EXP. B & C BS 12CASTLULCHANNEL DBL2x6bx0.042 B71 3x8x0A42 B10 DBL2x6.5x0.032 B12 DBL3x8x0.042 B18 O � 3x8 x0.042 WI ATTACkRD FREE11TAiD1K1 ATTACHED FREMANDING A77ACNED FAEE@YANgyID ATTACi£9 FAEES'OAd541p AT7ACl�O RiEE$TM111p1dG 14 GA STL INSERT TRIG WiNo MAX POST FfG A1x! POST FfG FIG MIN P091 MAX POST FTC M11N pp$ FfG MN POST FTG MN 111N M M/! 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