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BPAT2017-0085,.7S_495.CALLE TAMPICO LA�QUINTA, -CALIFOItNIA: 92253 DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT Permit Type/Subtype: PATIO COVER/PRE-ENGINEERED: ENCLOSED Application Number: BPAT2017-0085 Property Address: 81278 BARREL CACTUS RD APN: 764400020 Application Description: BRADLEY (2] DURALUM LATTICE PATIO COVERS Property Zoning: Application Valuation: $3,400.00 . Applicant: RYAN GABOR CSER 68150 LOUISAN•RD DESERT HOT SPRINGS, CA 92240 DEC 2 7 2017 CITY OFLA QUINTA___J COMMUNITY DEVELOPMENT DEPARTMENT LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that i am licensed under provisions of Chapter 9 {commencing with Section 70 00) of Division 3 of the Business and Professions Code, and my License is in full force and.effect. License Class: C29, D03, B License No.: 928413 Date: IZ Z 7 17 Contr 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 pursuint to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: ( ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of propeity who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that theimprovements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ( J I am exempt under Sec. B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY 1 -hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 12/27/2017 Owner: JACK BRADLE" 81278 BARREL: CACTUS LA QUINTA, CA 92253 Contractor: RYAN GABOR CSER 68150 LOUISAN R -D DESERT HOT SPRINGS, CA 92240 (760)861-8951 Llc. No.: 928413 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certifiote of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance Df 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 perkbrmance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: EXEMPT Policy Number: _ I certify that in the performance cf 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 :hat, if I should become subject to the workers' compensation provisions of Section 3700 of the tabor Code, I shall forthwith comply with those provisions. Date A Z 27 1 % Applica�' 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 ($100,300). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKINOWLEDGEMENT IMPORTANT: Application is hereby made toLhe Building Official for a permit subject to the conditions and restrictions set forth on tiis application. . 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is perfou med 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 Cit., of La Quinta, its officers, agents, and employees for any act or omission related tc the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this app ication becomes null and void if work is not commenced within 180 days from date of is: uance of such permit, or cessation of work for 180 days will subject permit to cancellaton. 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 ore5nances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above- mentioned property for inspection purposes: Date:/,? .2 7.17 Signature (Applicancor Ag 9 Date' 12/27/2017 Application Number:. BPAT2017-0085 Owner: Propertq`Address" 81278 BARREL CACTUS RD JACK BRADLEY APN: 764400020 81278 BARREL CACTUS Application Description: BRADLEY [2] DURALUM LATTICE PATIO COVERS LA QUINTA, CA 92253 Property Zoning: Application Valuation: $3,400.00 Applicant: Contractor: RYAN GABOR CSER RYAN GABOR CSER 68150 LOUISAN RD .68150 LOUISAN RD DESERT HOT SPRINGS, CA 92240" DESERT HOT SPRINGS, CA 92240 (760)861-8953. Llc. No.: 928413 Detail: [1] 14'X14' AND [1] 8'X22' LATTICE TYPE DURALUM WEATHERWOOD SHADE STRUCTURES ATTACHED TO HOUSE THIS PERMIT DOES NOT INCLUDE ELECTRICAL INSTALLATIONS. 2016 CALIFORNIA BUILDING CODES. 9 ...DESCRIPTION ACCOUNT QTY AMOUNT ACCOUNT BSAS SB1473 FEE 101-0000-20306 0 $1.00 AMOUNT Total Paid for BUILDING STANDARDS ADMINISTRATION BSA $1.00 101-0000 42416 DESCRIPTION ACCOUNT QTY AMOUNT Credit Card Fee 101-0000-43505 0 $6.37 Total Paid for Credit Card Fee: $6.37 DESCRIPTION ACCOUNT QTY AMOUNT ' PATIO COVER EA ADDITIONAL 101-0000-42400 0 $52.01 DESCRIPTION ACCOUNT QTY AMOUNT PATIO'COVER EA ADDITIONAL PC 101-0000-42600 0 $39.01 DESCRIPTION ACCOUNT QTY AMOUNT PATIO COVER,.STD, ENCLOSED 101-0000-42404 0 $104.55 DESCRIPTION ACCOUNT QTY AMOUNT PATIO COVER, STD, ENCLOSED PC 101-0000-42600 0 $142.00 Total Paid for PATIO COVER / COVERED PORCH / LATTICE: $337.57 DESCRIPTION ACCOUNT QTY AMOUNT RECORDS MANAGEMENT FEE 101-0000 42416 0 $10.00 Total Paid for RECORDS MANAGEMENT FEE: $10.00 DESCRIPTION ACCOUNT QTY AMOUNT SMI RESIDENTIAL 101-0000-20308 0 $0.50 Total Paid for STRONG MOTION INSTRUMENTATON SMI: $0.50 DESCRIPTION ACCOUNT QTY AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 d Total Paid for TECHNOLOGY_ ENHANCEW-NT FEE: $5.00 ..........-- — cr nr .F;�, rar�ct:rz:r. ................. PERMIT # p�d�� I •. PLAN LOCATION:' Project Address: 12 7 G AGTvS Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech APN#: LIfxlYfC.4T-rIG� �yloE Patio/Porch SF wewrsrex, cdo o.9 5 . 6? a- ST/t uc T✓oee'• Applicant Name: i r AG NEYI •r0 --t o Uf e. Address: 68150 L005ptq (zp . State Lic:. City Bus Lic: City, ST, Zip: D �5 , (f A*. Telephone: 0 Email:ZyA t4� Olt O'C 15 (0 J JOA 7 Q f God Valuation of Project $ 3 `1 00 Contractor Name: New SFD Construction: Address: 5AM E P 5 1180 G Conditioned Space SF City, St, Zip Garage SF Telephone: Patio/Porch SF Email:. Fire Sprinklers SF State Lic: CityBus Lic: Arch/Eng Name: A4 s vgL. • Construction Type: Occupancy: Address: Grading: City, St, Zip Construction Type: Occupancy: Telephone: Bedrooms: Stories: # Units: Email: State Lic:. City Bus Lic: Property Owner's Name: 7190 k/ 6K A t9L J New Commercial / Tenant Improvements: Address: 6pRQ6L c-f►G Y(/ , Total Building SF City, ST, Zip L ;� _ Construction Type: Occupancy: Telephone. i/1 Email: IVp4 78495 CALLE TAMPICO LA QUINTA, CA 92253 760-777-7000 , I OFFICE USE ONLY Submittal `Req'd -Rec'd T Plan Sets Structural Calcs Truss Calcs v Title 24 Calcs Soils Report -' a ; • i+� . Grading Plan (PM 10) Landscape Plan Subcontractor List Grant Deed HOA Approval School Fees Burrtec Debris Plan Planning approval Public Works approval Fire approval City Business License T • Trilogy at La Quinta 60-750 Trilogy Pkwy La Quinta, CA 92253 Ph:.760-777-6059 Fax: 760-777-1620 December 12, 2017 JOHN BRADLEY / LESLIE BRADLEY 81278 Barrel Cactus Rd La Quinta CA 92253 USA RE: Design Review Modification Conditionally Approved 81278 Barrel Cactus Rd / Customer ID #: TRLAQ-0040-02 Dear John Bradley / Leslie Bradley We are pleased to inform you that your plans for installation of an attached patio cover in the court yard and back patio, for re -landscaping the front planter areas and installation of a concrete sidewalk from the driveway towards the side gate and rear yard re -landscaping and installation of a mow curb at the property line between the back yard and the golf course, received on December 7, 2017, have been approved by the Design Review Committee with the following conditions: 10, 13 14 19 and 20. All new plant material to be at least 5 gallon, lighting to be low -voltage (see attached copy). Please note: Any damages caused by contractors due to construction must be repaired; all irrigation and landscape shall be restored to the original condition. This approval does not constitute consent by the Association for the applicant to encroach, trespass, or build on any property other than that of the applicant. This approval is related solely to the items reserved for approval by the CC&R's in accordance with the Design Review Guidelines. The approval does not extend to the quality of work done by your architect, or contractor, or to any structural engineering, soils engineering, or site grading and drainage design. You are urged to obtain the services of a state licensed professional for consultation as needed. The Design Review Committee is composed of volunteers. As such; it does not review applications to ensure compliance with building codes, or other local or state laws. Please be advised that this approval does not relieve you from obtaining any necessary building permits from the governmental agencies involved to ensure compliance with these codes. Any violations of these ordinances will be your responsibility to correct. Thank you for your patience in this matter and for complying with the Association's policies and standards. Sincerely, For the Design Review Committee, Mirna Aceves Landscape/DRC Specialist Enclosures cc: Board of Directors Design Review Committee ECEIVED DEC 2-7. "017 . Golf Course CITY Of LA-tjiNTA p — _:,CMMUNITY EVEL L P Exisrinq P L P L Barrel Coctus Dr. i N 0 Ca Lic# 928413 760.861.8953 P L (2) MN azherwaad Lattice rype sh c de scrucru.res. Chir' OF LA QUINTA BUILDING & SAFETY DEPT. APPR VE® FOR CONSTRUCTION DA gy 1% •�' \�'�'i,tc'*d��i ••:f..'_ � d:i'; �7: � �xi��i. ��`4• »�.�S��s��+�: tjy-ti cz '.�tt�• .`�- .j�`'`�'.r4'=�ic-. �1ti+=\�zso«u�.. �s_._�si'_�+a :..._ate �=?�.��'...�a'T'",..'1�---.�-!-^_tea•"c_=g��`•�ti.r��.� �`Bo�'.��:_•� r,.-.YZt-OE. •s-z.�e4++� -i�at4rn� __--.. .-- PATIO COVER SYSTEM AS MFG. BY: UURALUM PRODUCTS, INC. POINT OF CONTACTS GENERAL NOTES DRAWING NOTES: �1. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. 06 -THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES E INFORMATION REQUESTS SHALL BE DIRECTED AS FOLLOW: AND PROCEDURES. /`��YfVF`ER/f�f�' 2. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER. CONTRACTORS: PLEASE CONTACT DURALUM 26030 ACERO SUITE 200 PHONE: (949) 305-1150 BUILDING DEPARTMENTS: PLEASE CONTACT 4STEL ENGINEERING MISSION VIEJO, CA 92691 FAX: (949) 305-1420 HOME OWNERS: PLEASE REQUEST ANY INFORMATION THROUGH YOUR CONTRACTOR STRUCTURAL ENGINEER OF RECORD: DUSTIN K ROSEPINK SE 5885 POINT OF CONTACT: MARIE -DOMINIQUE SETA. SE 5987 DESIGN PARAMETERS GOVERNING CODES: THE DESIGN OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLIES WITH THE 201212015 INTERNATIONAL BUILDING AND RESIDENTIAL CODES, 2 01 312 01 6 CALIFORNIA BUILDING AND RESIDENTIAL CODES, ASCFJSEI 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2015 ALUMINUM DESIGN MANUAL- ' COLUMNS BEARING ON CONCRETE SLAB IS IN ACCORDANCE WITH 201212015 IRC AND 201312016 CRC SECTION AH1D5.2 FOR 10 PSF RESIDENTIAL CONSTRUCTION AND ACI 318-14 FOR 20.25 AND 30 PSF RESIDENTIAL AND COMMERCIAL CONSTRUCTION. 1. IN RESIDENTIAL APPLICATIONS: CRC AND IRC APPENDIX H, CBC AND IBC CHAPTER 16, CBC & IBC APPENDIX CHAPTER I. ROOF WE LOAD: 10 PSF (20 POUNDS PER SQUARE FOOT AND GREATER MAY BE USED FOR COMMERCIAL APPLICATIONS AND RESIDENTIAL CARPORTS). ROOF SNOW LOADS: 10, 20, 25, 3D, 40 & 50 PSF (SNOW LOADS AT GROUND LEVEL). 2. IN COMMERCIAL APPLICATIONS: CBC AND IBC CHAPTER 16. ROOF LIVE LOAD: 20 PSF. ROOF SNOW LOADS: 20, 25, 30, 40 & 50 PSF (SNOW LOADS AT GROUND LEVEL). WIND SPEED DESIGN PARAMETERS: THE BASIC WIND SPEEDS CONSIDERED IN THIS REPORT ARE 110,120,130 MPH, EXPOSURES B AND C (BASED ON THE CBC/IBC). FOR USE WITH THE 2 01 212 01 3 CRCIIRC, DIVIDE THE REQUIRED CRGIRC WIND SPEED BY SORT(0.6). CBC I IBC WIND SPEED 110 MPH 120 MPH 130 MPH EQUIVALENT CRClIRC WIND SPEED I 85 MPH 93 MPH I 101 MPH EXAMPLE: IF CRGIRC WIND SPEED IS 85 MPH, THE PATIO COVER CONSTRUCTION SHALL BE BASED ON 85 MPH/ SORT(0.6) =110 MPH SNOW LOADS DESIGN PARAMETERS: 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR FOR THIS PROJECT TO VERIFY SNOW LOADS WITH THE LOCAL AUTHORITY HAVING JURISDICTION. TABULATED SPANS FOR SNOW LOADS HAVE BEEN ADJUSTED FOR ROOF APPLICATIONS. 2. WHERE SNOW LOADS OCCUR, THE CONTRACTOR FOR THIS PROJECT SHALL VERIFY WITH THE LOCAL AUTHORITY HAVING JURISDICTION WHERE DESIGN FOR SNOW DRIFTING / OR SLIDING IS REQUIRED PER ASCE 7-10, SECTION 7.7 AND 7.8. 3. DESIGN FOR SNOW DRIFT AND SLIDING HAVE BEEN CONSIDERED IN THIS SET OF DRAWINGS FOR ATTACHED COVERS WITH GROUND SNOW LOADS OF 30 PSF OR LESS. WHERE SNOW LOADS DRIFTING AND 1 OR SLIDING OCCUR, REDUCTION FACTORS PER SHEET S2.1 OR L2.1 SHALL BE APPLIED TO THE STRUCTURE: 4. DESIGN FOR SNOW DRIFT AND SLIDING FOR DETACHED COVERS AND FOR ALL COVERS WITH GROUND SNOW LOADS HIGHER THAN 30 PSF IS BEYOND THE SCOPE OF THIS REPORT AND REQUIRES SITE SPECIFIC ENGINEERING. SEISMIC LOAD DESIGN PARAMETERS: SEISMIC DESIGN BASE SHEAR 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER, CONSIDERING THE FOLLOWING DESIGN PARAMETERS: 1. SITE CLASS: D 2. SEISMIC DESIGN CATEGORY: E 3. MAPPED SPECTRAL RESPONSE COEFFICIENTS: Ss =1.50, SI = 0.6, SDs =1.0, SDI = 0.50 4. RESPONSE MODIFICATION FACTOR, R=1.25 5. RISK CATEGORY II 6. THE PATIO COVER STRUCTURES DETAILED IN THIS SET OF PLANS ARE IN COMPLIANCE WITH ASCE 7-10 SECTION 12.8.1.3. AS A RESULT, THIS SET OF PLANS CAN BE USED AT ANY SITE WITH Ss> 1.50, CONSIDERING Ss =1.50. OTHER DESIGN PARAMETERS: 1. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC AND CBC SECTION 16D5.3A 2. THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS -OPEN STRUCTURES; IN ACCORDANCE WITH ASCEISEI 7. 3. FREESTANDING COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL, UNLESS SPECIFICALLY DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER 4. SOLID AND LATTICE ALUMINUM COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION CBC 15052, EXCEPTION 2. 5. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCE/SEI 7, SECTION 26.2. 6. ALL APPLICABLE REDUCTION FACTORS DETAILED IN THIS REPORT ARE CUMULATIVE DESIGN ASSUMPTIONS: 1. LEAST BUILDING WIDTH OF MAIN STRUCURE 30' 2. BUILDING HEIGHT OF MAIN STRUCTURE (MEAN ROOF HEIGHT): 20' MIN 3. MINIMUM COVER PROJECTION IS IV. 4. MINIMUM COVER SIZE ATTACHED TO MAIN STRUCTURE OR FREESTANDING:10' x 10` 5. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS WITH DECK: SEE DETAIL 1 BIS3.2 6. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS WITH DURAPANEL: SEE DETAIL 1A/S3.2 7. MINIMUM SIZE OF EXISTING ROOF OVERHANG IS 50 SQUARE FEET, WHERE COVER IS ATTACHED TO THE EXISTING OVERHANG. B. THE RATIO (WP), COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE (1). 9. THE RATIO (UP), COVER LENGTH (L, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH IF, FT), SHALL NOT BE LESS THAN ONE (1). 10. THE 'LENGTH OF STRUCTURE' SHALL BE TAKEN AS THE CONTINUOUS DISTANCE MEASURED ALONG THE EXISTING BUILDING WALL FROM ONE END OF PATIO COVER SUPPORT BEAM TO THE OTHER, INCLUDING ANY BEAM SPLICES. THE STRUCTURE LENGTH SHALL BE DETERMINED THIS WAY REGARDLESS OF ROOF COVERING TYPE, INCLUDING COMBINATION ROOFS WITH BOTH TRELLIS AND DECK ROOF USED ON THE SAME CONTINUOUS PATIO COVER STRUCTURE. HOWEVER OPEN LATTICE PORTIONS OF THE STRUCTURE SHALL NOT BE COVERED BY ROOF DECK PER LAPM0195. 11. PATIO COVERS WITH SOLAR PANELS ON THE ROOF: CONTACT DURALUM PRIOR TO ORDERING THE PART AND SUBMITTING DRAWINGS TO LOCAL AUTHORITY HAVING JURISDICTION. 12. CALCULATIONS FOR MAXIMUM SPANS WHEN ATTACHING TO AN EXISTING ROOF OVERHANG, AS SHOWN ON TABLE 1 ON SS.1 AND/OR L6.1, ARE ASSUMING THAT THE EJOSITNG WOOD RAFTERS OR TRUSSES ARE DOUGLAS FIR -LARCH No2. THIS TABLE CAN ALSO BE USED FOR OTHER WOOD SPECIES WITH Fh t 900 psi AND F9 t 180 psi. MATERIAL SPECIFICATIONS: 1. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WI IH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS 2. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 3. EMBEDDED STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED, AND CONFORM TO A500 GRADE B. ROLL FORMED STEEL MEMBERS SHALL CONFORM TO A653 -SS (STRUCTURAL STEEL) GRADE 50 G60. 4. BOLTS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307. ALL BOLTS SHALL HAVE STANDARD -CU T PLATED WASHERS. 5. SCREWS: ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR 1976, ICC -ESR 3006, OR APPROVED EQUAL. 6. FASTENERS TO WOOD: WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. 7. POST -INSTALLED ANCHORS: POST -INSTALLED ANCHORS USED SHALL BE SIMPSON STRONG TIE STRONG BOLT 2, STAINLESS STEEL (ICC -ESR 3037) OR EQUAL. 8. ALL COMPONENTS MANUFACTURED OR SUPPLIED BY OURALUM AND DESCRIBED IN THIS DOCUMENTS ARE INTERCHANGEABLE, PROVIDED THEY ARE SELECTED APPROPRIATELY TO SUPPORT THE LOADING THEY ARE SUBJECT TO. 9. THE SELF WEIGHT OF THE PATIO COVER COMPONENTS IN THIS REPORT CAN BE CALCULATED FROM THEIR SECTION PROPERTIES. THE SOLID COVERS VARY IN WEIGHT FROM ABOUT 1 PSF TO ABOUT 3 PSF. 10. ROOF INSULATED PANELS (WHERE OCCURS). SEE S32 FOOTINGS: 1. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL 2. DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT. 3. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 100 PSFIFT x 2 PER TABLE 18062 AND SECTION 1806.3.4). 4. ATTACHED COVERS FOR RESIDENTIAL USE MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3112 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH EQUAL TO ZERO. THE SLAB SHALL BE A MINIMUM 1V -O- WIDE BY THE MAXIMUM COLUMN SPACING MEASURED AT THE COLUMN AND SHALL NOT CONTAIN ANY CRACKING FOR SNOW LOADS OF 25 PSF AND ABOVE. THE DISTANCE FROM COLUMN TO SLAB EDGE SHALL BE 6' MINIMUM. 5, A MAXIMUM COLUMN LOAD OF 75D POUNDS IS PERMITTED FOR ATTACHED COVER COLUMNS BEARING ON EXISTING OR NEW CONCRETE SLABS. NOTES TO LOCAL AUTHORITY HAVING JURISDICTION I AND ENTITY SUBMITTING DRAWINGS FOR APPROVAL USE OF THIS SET OF PLANS' FOR A SITE SPECIFIC PROJECT: 1. EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY INCLUDE ONLY THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS iAPMO-LISTED EVALUATION REPORT. 2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED. 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY. 4. A WET STAMP FROM 4STEL ENGINEERING IS NOT REQUIRED ON THOSE PAGES FROM THE IAPMO REPORT. 5. A COLOR COPY OF THOSE PAGES FROM THE IAPMO REPORT IS NOT REQUIRED. AT A MINIMUM, SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE THE FOLLOWING INFORMATION FROM THIS EVALUATION REPORT: 1. TITLE SHEET AND GENERAL NOTES, GOA 2. STRUCTURAL CONFIGURATION (i.e. SOLID OR LATTICE ROOF, FREESTANDING OR ATTACHED). SIx OR LI x 3. BASED ON THE REQUIRED DESIGN LOADS, SITE-SPECIFIC RAFTER AND/OR PANEL SPAN TABLES. 4. TYPE OF HEADER, POST TYPE & QUANTITY, FOOTING SIZE (WHERE REQUIRED) BASED ON THE SITE-SPECIFIC DESIGN LOADS. 5. APPROPRIATE STRUCTURAL DETAILS. 6. OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. 7. SEE Six OR L1.x FOR SHEET INDEX. JOB NAME: JOB ADDRESS: WIND LOAD: LIVE I SNOW LOAD: SEE SHEET SI.x OR L 1.x FOR SHEET INDEX- ALL NDEXALL UNUSED SHEETS SHALL BE REMOVED FROM THIS SET OF DRAWINGS. SHEET IND RECEIVE® DEC 27 2017 CITY OF LA GUINTA COMMUNITY DEVELOPMENT Du1L-"1I1G4 ill Vl1F R- F R v�� 4 • APPROVE[ FOR CONSTRUCTION 2485 RAILROAD ST, CORONA, CA 92880 951.736.4500. ESS Iq�l LrS 5885 (IDT V0 OF CAS-\E DATE SIGNED: April 5, 2017 pol- ZkAw1v��_ GfIE.�sff'G 26030 ACERO, SUITE 200 MISSION VIEJO, CA 92691 949.305.11501 FAX 949.305.1420 AHJ APPROVAL I REVISIONS ' I MARK I DATE DESCRIPTION 4 STEL JOB A 16-1071 DATE 005117 DRAWN BY RER CHECKED MDS IAPM0195 V 2.0 TITLE SHEET, DESIGN LOADS, GENERAL NOTES G0.1 _... .._ . ._. ....____.. ...... r ....................-- '-..... E`:....._.._...._._....... ...._.. ;::::•_`.. .... ._....... ..:_____... I 1 I I I I 1 SOLID COVER (CONNECTION TO BLDG SEES NOTE` 2 I I I I � I I I • � I i I l I SOLID COVER CONNECTION TO BEAM SEE'NOTE'2 l I 1 i BEAM C PLAN VIEW (E) BUILDING LENGTH 'L' SEE NOTE 1 i 1 ' i I I ' � 1 COL, TIP l SEE NOTE 14 ; 1 ; I � I l � I I i BEAM CLEAR SPAN NOTES, 1. PATIO COVER DIMENSIONS A LENGTH OF STRUCTURE 'L' SHALL NOT BE LESS THAN ITS PROJECTION 'P'. SEE DESIGN ASSUMPTION NOTE 10 FOR PATIO COVERS CONSISTING OF SOLID COVERS AND LATTICE FRAMING. B. HEIGHT OF STRUCTURE 'H' (TO TOP OF COVER) SHALL NOT BE OVER 12 FT. C. BEAM OVERHANG 'OH' SHALL NOT EXCEED 257 OF BEAM'S ADJACENT CLEAR SPAN. EXCEPTION= NO OVERHANG ALLOWED AT I BEAMS CONNECTED TO SIDE OF COL D. SOLID COVER OVERHANG 'OH' SHALL NOT EXCEED 25% OF BOTH DECK &'IRP SOLID COVER'S ADJACENT CLEAR SPAN, (OR 24" MAX. AT IRP, WHICHEVER IS LESS). E. TRIBUTARY WIDTH ARE AS SHOWN ON PLAN: • TRIB (Bext)= Jf ADJACENT DECK CLEAR SPAN ,`RIGHT • i I + DECK OH @ LEFT • TRIS (BLDG)=h ADJACENT DECK CLEAR SPAN 2. SOLID COVERS A SEE SHEET S3.1A FOR DECK PROFILES AND MAXIMUM SPANS:'` B. SEE SHEET 53.2 FOR DURAPANEL INSULATED STRUCTURAL- SANDWICH, PANELS, MAXIM UM •„ SPANS. C. SEE SHEET S2.1 FOR REDUCTION OF SOLID COVER MAXIMUM SPAN WHEN DESIGNING FOR SNOW LOADS. D. SEE SHEET S3.2 FOR CONNECTION OF SOLD'COVERS TO SUPPORTING BEAMS' r E. SEE SHEETS 53.2&S6.1 FOR CONNECTION OF SOLID COVERS TO (E) BUILDING. F. MINIMUM SLOPE OF SOLID DECK COVERS TO BE PER SHEET S3.2. G. MINIMUM SLOPE OF DURAPANELS TO BE PER SHEET S3.2. 1 3. BEAMS SOLID ROOF PANEL SEE NOTE 2 - OPE SEE POSE 2 SL CONCRETE FTG, SEE NOTE 5, TYP (� ISOMETRIC VIEW 3/37'=1'-0° A SEE SHEETS S4.1 & S4.2 FOR BEAM PROFILES. B. SEE SHEET S4.2 FOR FAN BEAM WHERE OCCURS. C. SEE SHEETS STI AND SB.xx.x FOR TABLES SHOWING MAXIMUM BEAM SPANS. D. SEE SHEET SZ.1 FOR REDUCTION OF BEAM MAXIMUM SPAN WHEN( DESIGNING FOR SNOW LOADS. E. SEE SHEETS S6.x FOR BEAM CONNECTIONS & DETAILS. F. SEE SHEETS S5.1 AND S6.3 FOR BEAM SPLICE DETAIL WHERE REQUIRED. BEAM SIMPLE SPUCE, WHEN NEEDED, SHALL BE LOCATED IMMEDIATELY ABOVE AN INTERIOR COLUMN. NO BEAM SPLICE SHALL BE PERMITTED BETWEEN COLUMNS OR ON TOP OF AN EXTERIOR COLUMN. 4. COLUMNS A SEE TABLE 1 ON THIS SHEET FOR MINIMUM NUMBERS OF POSTS REQUIRED BASED ON COVER DIMENSIONS. B. SEE SHEET S4.3 FOR COLUMN PROFILES. C. SEE SHEETS S7.1 AND S8.xx.x FOR TABLES SHOWING MAXIMUM POST SPACING. D. SEE SHEETS S6.x AND S7.x FOR POSTS CONNECTIONS & DETAILS. 5. FOUNDATIONS A. SEE SHEET S7.1 FOR COLUMN CONNECTION TO FOUNDATION. B. SEE'BEAM SPAN TABLES ON SHEET SB.xx.x FOR MINIMUM FOOTING SIZE FOR PATIO COVER SUPPORTED ON CONCRETE FOOTING, BASED ON BEAM SPAN SELECTED. C. SEE S7.1 FOR ALTERNATE FOOTING SIZES. D. SEE 8/S7.1 FOR ATTACHED PATIO COVER SUPPORTED ON SLAB ON GRADE TABLE 1 MINIMUM NUMBER OF POSTS REQUIRED NOTES: 1. NUMBER OF POSTS SHOWN IN THIS TABLE IS A MINIMUM. ADD POSTS AS REQUIRED TO ENSURE THAT THE 'MAX POST SPACING (SPAN] SHOWN ON SHEETS SB.xx.x OR LS.xx.x IS NOT E)CEEDED. 2. THIS TABLE IS TO BE USED IN CONJUNCTION WITH DETAIL 3156.3 OR 346.3. 3. THIS TABLE DOES NOT APPLY IF THE SIDE PLATES ARE PROVIDED FORAESTHETICAL PURPOSES AND THE BEAM IS CONNECTED TO THE COLUMN DIRECTLY OR WITH A BRACKET PER S6.3 OR L6.3. TABLE 1 -MINIMUM NUMBER OF COL REQ. SHEET INDEX - SOLID PANEL STRUCTURES: TYPE A GDA -TITLE SHEET, DESIGN LOADS, GENERAL NOTES S1.1 - SOLID PANEL STRUCTURES: TYPE A S2.1 - SOLID PANEL STRUCTURES: SNOW LOAD DESIGN: SPAN REDUCTION FACTORS DUE TO DRIFTAND SLIDING S3.1A- SOLID PANEL STRUCTURES: ATTACHED COVERS MAXIMUM SPANS AND MINIMUM FASTENERS S3.2 - SOLID PANEL STRUCTURES: CROSS SECTIONS S4.1 - SOLID PANEL STRUCTURES: BEAM PROFILES S42 - SOLID PANEL STRUCTURES: BEAM PROFILES S4.3 - SOLID PANEL STRUCTURES: COLUMN PROFILES S4.4- SOLID PANEL STRUCTURES: MEMBERS PROFILES S4.5 - SOLID PANEL STRUCTURES: CONNECTORS S5.1 - SOLID PANEL STRUCTURES: SPLICE DETAILS S6.1 - SOLID PANEL STRUCTURES: ATTACHMENT TO EXISTING BUILDING S6.2 - SOLID PANEL STRUCTURES: CONNECTION DETAILS S6.3 - SOLID PANEL STRUCTURES: CONNECTION DETAILS S7.1 - SOUD PANEL STRUCTURES: FOUNDATION DETAILS S7.2 - SOLID PANEL STRUCTURES: FOUNDATION DETAILS S8'cLX - SOLID PANEL STRUCTURES: BEAM SPANS AND FOUNDATION SIZES xx PSF LUSL, 1X0 MPH G9.1 -ADDITIONAL STATE LICENSURE STAMPS r SOLID PANEL STRUCTURE TYPE A: ATTACHED SINGLE SPAN WITH OPTIONAL CANTILEVER _ y y i 2485 RAILROAD ST; CORONA, CA 92880 951.736.4500 Q�FESS Iq I w S58 5 5885 ry UCT� TF OF CAL DATE SIGNED: April 5, 2017 ; L�kw-v TCS �Gfl�EEff.`G 26030 ACERO, SUITE 200 MISSION VIEJO, CA 92691 949.305.11501 FAX 949.305.1420 AHJAPPROVAL REVISIONS MARK DATE DESCRIPTION 4 STEL JOB q 151071 DATE 04M17 DRAWN BY RER CHECKED - MDS IAPM0195 V 2.0 SOLID PANEL STRUCTURES: TYPE A S1.1 WITH 2 x 6.5 x 0.032 SIDE PLATES (SIDE PLATE TYPE SP3) TRIG WIND SPEED AND EXPOSURE WIDTH 1108 110C 1208 1200 1308 13DC S 2 2 2 3 3 3 6 2 3 3 3 3 4 T 2 3 3 4 3 4 B 3 3 3 4 4 5 9 3 4 4 4 4 5 10' 3 4 4 5 5 6 IV 4 4 45 5 6 17 4 5 5 6 5 7 WITH 2 x 6.5 x 0.042 SIDE PLATES (SIDE PLATE TYPE SP4) WIND SPEED AND E)FOSUR 1108 1100 1208 12DC 130B 13DC 2 2 2 2 2 3 2 2 2 3 3 3 R 2 3 3 3 3 4 2 3 3 4 3 4 3 3 3 4< 5 3 4 4 4 4 5 11' 3 4 4 5 5 6 17 3 4 4 5 5 5 NOTES: 1. NUMBER OF POSTS SHOWN IN THIS TABLE IS A MINIMUM. ADD POSTS AS REQUIRED TO ENSURE THAT THE 'MAX POST SPACING (SPAN] SHOWN ON SHEETS SB.xx.x OR LS.xx.x IS NOT E)CEEDED. 2. THIS TABLE IS TO BE USED IN CONJUNCTION WITH DETAIL 3156.3 OR 346.3. 3. THIS TABLE DOES NOT APPLY IF THE SIDE PLATES ARE PROVIDED FORAESTHETICAL PURPOSES AND THE BEAM IS CONNECTED TO THE COLUMN DIRECTLY OR WITH A BRACKET PER S6.3 OR L6.3. TABLE 1 -MINIMUM NUMBER OF COL REQ. SHEET INDEX - SOLID PANEL STRUCTURES: TYPE A GDA -TITLE SHEET, DESIGN LOADS, GENERAL NOTES S1.1 - SOLID PANEL STRUCTURES: TYPE A S2.1 - SOLID PANEL STRUCTURES: SNOW LOAD DESIGN: SPAN REDUCTION FACTORS DUE TO DRIFTAND SLIDING S3.1A- SOLID PANEL STRUCTURES: ATTACHED COVERS MAXIMUM SPANS AND MINIMUM FASTENERS S3.2 - SOLID PANEL STRUCTURES: CROSS SECTIONS S4.1 - SOLID PANEL STRUCTURES: BEAM PROFILES S42 - SOLID PANEL STRUCTURES: BEAM PROFILES S4.3 - SOLID PANEL STRUCTURES: COLUMN PROFILES S4.4- SOLID PANEL STRUCTURES: MEMBERS PROFILES S4.5 - SOLID PANEL STRUCTURES: CONNECTORS S5.1 - SOLID PANEL STRUCTURES: SPLICE DETAILS S6.1 - SOLID PANEL STRUCTURES: ATTACHMENT TO EXISTING BUILDING S6.2 - SOLID PANEL STRUCTURES: CONNECTION DETAILS S6.3 - SOLID PANEL STRUCTURES: CONNECTION DETAILS S7.1 - SOUD PANEL STRUCTURES: FOUNDATION DETAILS S7.2 - SOLID PANEL STRUCTURES: FOUNDATION DETAILS S8'cLX - SOLID PANEL STRUCTURES: BEAM SPANS AND FOUNDATION SIZES xx PSF LUSL, 1X0 MPH G9.1 -ADDITIONAL STATE LICENSURE STAMPS r SOLID PANEL STRUCTURE TYPE A: ATTACHED SINGLE SPAN WITH OPTIONAL CANTILEVER _ y y i 2485 RAILROAD ST; CORONA, CA 92880 951.736.4500 Q�FESS Iq I w S58 5 5885 ry UCT� TF OF CAL DATE SIGNED: April 5, 2017 ; L�kw-v TCS �Gfl�EEff.`G 26030 ACERO, SUITE 200 MISSION VIEJO, CA 92691 949.305.11501 FAX 949.305.1420 AHJAPPROVAL REVISIONS MARK DATE DESCRIPTION 4 STEL JOB q 151071 DATE 04M17 DRAWN BY RER CHECKED - MDS IAPM0195 V 2.0 SOLID PANEL STRUCTURES: TYPE A S1.1 •-_,.:=rr_v:.�s. 1.,_:-_:�..:ea._1_•�-.:}i_..r: _. ti,;;;,aS:'="`�_�.: '..L't;•;.S:__`_''L`�_':`--'_`.•`.?:•.1::-'�''-..��_1C.�.'-�`...R-�`�-�-��-s��".m`-sit.._._. vs"_-.a-.-.� •-_'t.=� �.>..,�^'�C. ..r^ -e'^'"'." r _ : - -- �- t -. ----------- --- - - -- - ............_.. .. -::.. f-:•:.:-:•::�•.-::-::_-:._.•.:..-.:.•::.'-t I x._.•..::::::.+s.._ c.::��._._.: �.. _._....... -.. - L TABLE 1 .. MINIMUM NUMBER OF POSTS REQUIRED 2485 RAILROAD ST, CORONA, CA 92880 .951.736.4500 - e�OiEss!( � F co w S5 85 TF OF CA\ -\F_ - DATE SIGNED: April 5, 2017 ` �1 AT��_ 26030 ACERO, SUITE 200 MISSION VIEJO, CA 92691 ' 949.305.11501 FAX 949.305.1420 AHJAPPROVAL ' REVISIONS MARK . DATE l - ' DESCRIPTION ` 4 STEL JOB 4 16-1071 DATE . DVD5117 DRAWN BY RER CHECKED; ' MDS IAPMO'195 ':V 2.0 SOLID PANEL STRUCTURES-. TYPE B ST.2 WITH 2 x 6.5 x 0.032 SIDE PLATES (SIDE PLATE TYPE SP3) - TRIG WIND SPEED AND E>POSURE . CONCRETE SLAB. WIDTH ) N (E) BUILDING 13DC - S BEAM CLEAR SPAN - - , 3- °3 7 SEE NOTES i ^ 3 3 4 SOLID ROOF PANEL -7�3 3 SEE NOTE 2 (E) BLDG. - I I I I - 4 W45 4 .5 ' + LENGTH 'L' SEE NOTE 1 17 I Col' NP ' ' 4 5 10 - INT. BEAM .... 5 5 6 - SOLID COVER CONNECTION I SEE NOTE':4 I TO BLDG SFE NOTE 21 - a - 5 OR 3h6.3 NOjE 2 SEE NOTE 3 .. ,� _ 6 I• -I.i''I i '' -.I. .I. '" �._. 7 _ --•� SEE ,.,r. - •. .SLOPE - • ^ .. ' �"' _ .. 1 , - ~+ • > - .. _ `" _ TRIG ,r, .'I I Al WIND SPEED AND EXPOSURE WIDTH 1108 • 1309 1300 5 I o 2 2 2 2 3 6 m o I I. j - I. I'• 3 w ' A OF COL REQ. 8 2 3 3 4 .. 4 9 3 3 3 4 4 5 10 3 4 4 4 Ln 5 11' 3 • - 5 6 1T 3 4• 4 5 5 5 . I I ' '� I E i I 1 j _I S12 -SOLID PANEL STRUCTURES: TIDE B ` �' FRAMING. - EXT. BEAM S2.1 -SOLED PANEL STRUCTURES: SNOW LOAD DESIGN: SPAN REDUCTION ; - SOLID COVER CONNECTION tm FACTORS DUE TO DRIFT AND SLIDING ' C. BEAM OVERHANG 'OH' SHALL NOT EXCEED 25% OF BEAM'S ADJACENT CLEAR SPAN., I SEE NOTE 3 S3.1A- SOUD PANEL STRUCTURES: ATTACHED COVERS MAXIMUM SPANS AND e EXCEPTION= NO OVERHANG ALLOWED AT I BEAMS CONNECTED TO SIDE OF COL T4 OGNd H9TL 2 MINIMUM FASTENERS , +,D. SOLID COVER OVERHANG 'OH' SHALL NOT EXCEED 257 OF BOTH DECK & IRP SOLID F. SEE SHEETS S5.1 AND S6.3 FOR BEAM SPLICE DETAIL WHERE REQUIRED. BEAM SIMPLE S3.2 -SOLID PANEL STRUCTURES: CROSS SECTIONS ' COVER'S ADJACENT CLEAR SPAN, (OR 24" MAX. AT IRP, WHICHEVER IS LESS). SPLICE, WHEN NEEDED, SHALL BE LOCATE IMMEDIATELY ABOVE AN INTERIOR COLUMN. NO 1 O • E. TRIBUTARY WIDTH ARE AS SHOWN ON PLAN: BEAM SPLICE SHALL BE PERMITITED BETWEENCOLUMNS OR ON TOP. OF AN EXTERIOR r _ 54.2 -SOLID PANEL STRUCTURES: BEAM PROFILES � t . f ' i I S4.3 - SOLID PANEL STRUCTURES: COLUMN PROFILES ` `L " ' p . ' 'T t' �+ vn • TRIG (Bext)= J4 ADJACENT DECK CLEAR SPAN @ RIGHT„r - = , : a r • + :' w' • t DECK OH @LEFT �- - 4. COLUMNS ". S4.5 - SOLID PANEL STRUCTURES: CONNECTORS 4 -� ii I I i � i i I 2485 RAILROAD ST, CORONA, CA 92880 .951.736.4500 - e�OiEss!( � F co w S5 85 TF OF CA\ -\F_ - DATE SIGNED: April 5, 2017 ` �1 AT��_ 26030 ACERO, SUITE 200 MISSION VIEJO, CA 92691 ' 949.305.11501 FAX 949.305.1420 AHJAPPROVAL ' REVISIONS MARK . DATE l - ' DESCRIPTION ` 4 STEL JOB 4 16-1071 DATE . DVD5117 DRAWN BY RER CHECKED; ' MDS IAPMO'195 ':V 2.0 SOLID PANEL STRUCTURES-. TYPE B ST.2 WITH 2 x 6.5 x 0.032 SIDE PLATES (SIDE PLATE TYPE SP3) - TRIG WIND SPEED AND E>POSURE . CONCRETE SLAB. WIDTH ) 12DC 1308 13DC - S BEAM CLEAR SPAN - - -. , 3 3- °3 7 SEE NOTES i 3 3 4 SEE NOTE 1 4 3 4 - 4 W45 4 .5 9 + LENGTH 'L' SEE NOTE 1 4 4 5 10 2 THIS TABLE IS TO BE USED IN CONJUNCTION WITH DETAIL WS6.3 5 5 6 BEAM OH . SEE NOTE 1 - a - 5 OR 3h6.3 612 ' T - -."•� •,+ _ . ' 6 5 7 ' - WITH 2 x 6.5 x 0.042 SIDE PLATES' (SIDE PLATE TYPE SP4) - • ^ .. ' �"' _ .. 1 , - ~+ • > - .. _ `" _ TRIG � _ WIND SPEED AND EXPOSURE WIDTH 1108 - 110C 1206 1200 1309 1300 5 2 2 2 2 2 3 6 2 2 2 3 3 3 PLAN VIEW - B ISOMETRIC VIEW A OF COL REQ. 8 2 3 3 4 3 4 9 3 3 3 4 4 5 10 3 4 4 4 4 5 11' 3 4 1 5 5 6 1T 3 4• 4 5 5 5 2485 RAILROAD ST, CORONA, CA 92880 .951.736.4500 - e�OiEss!( � F co w S5 85 TF OF CA\ -\F_ - DATE SIGNED: April 5, 2017 ` �1 AT��_ 26030 ACERO, SUITE 200 MISSION VIEJO, CA 92691 ' 949.305.11501 FAX 949.305.1420 AHJAPPROVAL ' REVISIONS MARK . DATE l - ' DESCRIPTION ` 4 STEL JOB 4 16-1071 DATE . DVD5117 DRAWN BY RER CHECKED; ' MDS IAPMO'195 ':V 2.0 SOLID PANEL STRUCTURES-. TYPE B ST.2 . CONCRETE SLAB. ) " BEAM OH BEAM CLEAR SPAN - BEAM CLEAR SPAN - - o z 7 SEE NOTES i 1. NUMBER OF POSTS SHOWN IN THIS TABLE IS A MINIMUM. ADD POSTS AS REQUIRED TO ENSURE THAT THE 'MAX POST SPACING SEE NOTE 1 (SPAN] SHOWN ON SHEETS S&xxx OR LB.xx.x IS NOT EXCEEDED. + LENGTH 'L' SEE NOTE 1 W W N • CONCRETE FTG, SEE NOTE 5, TYP , 2 THIS TABLE IS TO BE USED IN CONJUNCTION WITH DETAIL WS6.3 BEAM OH . SEE NOTE 1 - a OR 3h6.3 ' T - -."•� •,+ _ . ' - 1 - - 3. THIS TABLE DOES NOTAPPLY IFTHE,SIDE PLATES ARE PROVIDED .• " - - • ^ .. ' �"' _ .. 1 , - ~+ • > - .. _ `" _ - - ` - - - + ++z 4' � _ FOR AESTHET)CAL PURPOSES AND THE BEAM IS CONNECTED To 4 'r THE COLUMN DIRECTLY OR WITH A BRACKET PER S6.3 OR L6.3. .. + TABLE 1 - MINIMUM PLAN VIEW - B ISOMETRIC VIEW A OF COL REQ. C 3/32"" 1-0" .NUMBER NOTES: ' • 1. PATIO COVER DIMENSIONS 3• bEAMS ' r SHEET INDEX - SOUD PANEL STRUCTURES: TYPE B A LENGTH OF STRUCTURE 'L' SHALL NOT BE LESS THAN ITS PROJECTION 'P'. SEE DESIGN _ A SEE SHEETS S4.1 & S4.2 FOR BEAM PROFILES.` GOA - TITLE SHEET, DESIGN LOADS, GENERAL NOTES " ASSUMPTION NOTE 10 -FOR PATIO COVERS CONSISTING OF SOLD COVERS AND LATTICE B. SEE SHEET S4.2 FOR FAN BEAM WHERE OCCURS. S12 -SOLID PANEL STRUCTURES: TIDE B ` FRAMING. - C. SEE SHEETS S7.1 AND • SB.xx.x (FOR TABLES SHOWING MAXIMUM BEAM; SPANS Y S2.1 -SOLED PANEL STRUCTURES: SNOW LOAD DESIGN: SPAN REDUCTION ; B. HEIGHT OF STRUCTURE W (TO'TOP OF COVER) SHALL NOT BE OVER 12'FT. D. SEE SHEET S2.1 FOR REDUCTION OF BEAM MAXIMUM SPAN WHEN DESIGNING FOR SNOW- a FACTORS DUE TO DRIFT AND SLIDING ' C. BEAM OVERHANG 'OH' SHALL NOT EXCEED 25% OF BEAM'S ADJACENT CLEAR SPAN., I LOADS. ' - + S3.1A- SOUD PANEL STRUCTURES: ATTACHED COVERS MAXIMUM SPANS AND e EXCEPTION= NO OVERHANG ALLOWED AT I BEAMS CONNECTED TO SIDE OF COL E: SEE SHEETS S6.x FOR BEAM CONNECTIONS & DETAILS. " 1 MINIMUM FASTENERS , +,D. SOLID COVER OVERHANG 'OH' SHALL NOT EXCEED 257 OF BOTH DECK & IRP SOLID F. SEE SHEETS S5.1 AND S6.3 FOR BEAM SPLICE DETAIL WHERE REQUIRED. BEAM SIMPLE S3.2 -SOLID PANEL STRUCTURES: CROSS SECTIONS ' COVER'S ADJACENT CLEAR SPAN, (OR 24" MAX. AT IRP, WHICHEVER IS LESS). SPLICE, WHEN NEEDED, SHALL BE LOCATE IMMEDIATELY ABOVE AN INTERIOR COLUMN. NO 1 S4.1 - SOLID PANEL STRUCTURES: BEAM PROFILES • E. TRIBUTARY WIDTH ARE AS SHOWN ON PLAN: BEAM SPLICE SHALL BE PERMITITED BETWEENCOLUMNS OR ON TOP. OF AN EXTERIOR r _ 54.2 -SOLID PANEL STRUCTURES: BEAM PROFILES � t . f ' w" • COLUMN. _ - a p ,` S4.3 - SOLID PANEL STRUCTURES: COLUMN PROFILES ` `L " ' p . ' 'T t' �+ vn • TRIG (Bext)= J4 ADJACENT DECK CLEAR SPAN @ RIGHT„r - = , : a r • + :' w' 54.4 -SOLID PANEL STRUCTURES: MEMBERS PROFILES " • t DECK OH @LEFT �- - 4. COLUMNS ". S4.5 - SOLID PANEL STRUCTURES: CONNECTORS 4 • TRIB (Bint)= J¢ ADJACENT DECK CLEAR SPAN @ RIGHT A SEE TABLE 1 ON THIS SHEET FOR MINIMUM NUMBERS OF POSTS. REQUIRED BASED ON S5.1 - SOLID PANEL STRUCTURES: SPLICE; DETAILS -S6.1 -SOLID PANEL STRUCTURES: ATTACHMENT TO EXISTING BUILDING t' +Xi ADJACENT DECK CLEAR SPAN @LETT L COVER DIMENSIONS. ;: S6.2 - SOLID PANEL STRUCTURES: CONNECTION DETAILS • TRIS (BLDG)=)4 ADJACENT DECK CLEAR SPAN + _ ' B. SEE SHEET 54.3 FOR COLUMN PROFILES. - S6.3' SOLID PANEL STRUCTURES: CONNECTION DETAILS . r r Y ` C. SEE SHEETS S7.1 AND SB.xx.x FOR TABLES SHOWING MAXIMUM POST SPACING. S7.1 - SOLID PANEL STRUCTURES: FOUNDATION DETAILS - v 2. SOLD COVERS •. ' } D. SEE SHEETS S6.x AND S7.x FOR POSTS CONNECTIONS & DETAILS. ' . ". 'j 3 S72 -SOLID PANEL STRUCTURES: FOUNDATION DETAILS SBxxX -SOLID PANEL STRUCTURES: BEAM SPANS AND F DATION SIZES xx A SEE SHEET S3.tA FOR DECK PROFILES AND MAXIMUM SPANS - _ S. FOUNDATIONS ( ` PSF LUSL 1X0 MPH 1 B. SEE SHEET S3.2 FOR DURAPANEL INSULATED STRUCTURAL SANDWICH PANELS MAXIMUM �_- 6-9.1 -ADDITIONAL STAIR LICENSURE STAMPS • SPANS. . r C. SEE SHEET S2.1 FOR'REDUCTION OF SOLID COVER MAXIMUM SPAN WHEN DESIGNING FOR - A. SEE SHEET S7.1 FOR COLUMN CONNECTION TO FOUNDATION. .. B. SEE BEAM SPAN TABLES ON SHEET S8.xx.x FOR MINIMUM' FOOTING SIZE FOR PATIO COVER SNOW LOADS. D. SEE SHEET 53.2 FOR CONNECTION OF SOLD COVERS TO SUPPORTING BEAMS. SUPPORTED ON CONCRETE FOOTING, BASED ON BEAM SPAN SELECTED. - . E. SEE SHEETS S3.2&S6.1 FOR CONNECTION OF SOLID COVERS TO (E) BUILDING. �+ C. SEE 57.1 FOR ALTERNATE f0017NG SIZES. 0. SEE B/S7.1 FOR ATTACHED PATIO COVER SUPPORTED ON -SLAB ON GRADE F. MINIMUM SLOPE OF SOLID DECK COVERS TO,BE PER S3.2. G. MINIMUM SLOPE OF DURAPANELS TO BE PER SHEET S3.2. '. ,y'�• - • . •# •�.c. {:. rte. v M1 T'-� "f - & i ,. :. •, _ SOLID PANEL STRUCTURE TYPE B: ATTACHED MULTI -SPAN WITH OPTIONAL CANTILEVER. ' • ,. , . 2485 RAILROAD ST, CORONA, CA 92880 .951.736.4500 - e�OiEss!( � F co w S5 85 TF OF CA\ -\F_ - DATE SIGNED: April 5, 2017 ` �1 AT��_ 26030 ACERO, SUITE 200 MISSION VIEJO, CA 92691 ' 949.305.11501 FAX 949.305.1420 AHJAPPROVAL ' REVISIONS MARK . DATE l - ' DESCRIPTION ` 4 STEL JOB 4 16-1071 DATE . DVD5117 DRAWN BY RER CHECKED; ' MDS IAPMO'195 ':V 2.0 SOLID PANEL STRUCTURES-. TYPE B ST.2 r. 0 m z WITH 2 x 6.5 x 0.032 SIDE PLATES (SIDE PLATE TYPE SP3) SOLID COVER CONNECTION WIND SPEED AND EXPOSURE i TO BLDG SEE NOTE 21 ! WIDTH 1108 h N ' I I ! ! z w 2 2 3 3 3 a z z 3 3 3 3 4 • w 3 3 4 3 4 B' 3 3 3 4 4 5 9 z 4 4 4 4 i I Y 2 4 4 5 5 6 11' 4 4 4 5 5 6 O w g o COL. TYP i a m z SEE NOTE 4 TRIB a WIND SPEED AND EJG-OSURE W i 1106 11Dc 12DB lzoc 1306 13DC S 2 2 2 2 2 3 BEAM OH L L BEAM CLEAR SPAN SEE NOTE 1 LENGTH 'L' SEE NOTE 1 OH PLAN VIEW NOTES: I. PATIO COVER DIMENSIONS A. LENGTH OF STRUCTURE 'L' SHALL NOT BE LESS THAN ITS PROJECTION V. SEE DESIGN ASSUMPTION NOTE 10 FOR PATIO COVERS CONSISTING OF SOLID COVERS AND LATTICE FRAMING. B. HEIGHT OF STRUCTURE "H' (TO TOP OF COVER) SHALL NOT BE OVER 12 FT. C. BEAM OVERHANG 'OH' SHALL NOT EXCEED 257. OF BEAM'S ADJACENT CLEAR SPAN. EXCEPTION= NO OVERHANG ALLOWED AT I BEAMS CONNECTED, TO SIDE OF COL D. SOLID COVER OVERHANG 'OH' SHALL NOT EXCEED 25% OF BOTH DECK & IRP SOLID COVER'S ADJACENT CLEAR SPAN, (OR 24" MAX. AT IRP, WHICHEVER IS LESS). E. TRIBUTARY WIDTH ARE AS SHOWN ON PLAN: •TRIB (Sext)= Y ADJACENT DECK CLEAR SPAN @ RIGHT + DECK OH @ LEFT 2. SOLD COVERS A- SEE SHEET S3 -1A FOR DECK PROFILES AND MAXIMUM SPANS: - B. SEE SHEET S3.2 FOR DURAPANEL INSULATED STRUCTURAL SANDWICH PANELS MAXIMUM SPANS. C. SEE SHEET S2.1 FOR REDUCTION OF SOLID COVER MAXIMUM SPAN WHEN DESIGNING FOR SNOW LOADS. D. SEE SHEET S3.2 FOR CONNECTION OF SOLID COVERS TO SUPPORTING BEAMS. E. SEE SHEETS S3.2&S6.1 FOR CONNECTION. OF SOLID COVERS TO (E) BUILDING. F. -MINIMUM SLOPE OF SOLID DECK COVERS TO BE PER SHEET S3.2. G. MINIMUM SLOPE OF DURAPANELS TO BE PER SHEET S3.2. J SEE NOTE 5, TYP ISOMETRIC VIEW B 3/32"=1'-0° 3. BEAMS A SEE SHEETS S4.1 & S4.2 FOR BEAM PROFILES. B. SEE SHEET S4.2 FOR FAN BEAM WHERE OCCURS. C. SEE SHEETS S7.1 AND SB.xx.x FOR TABLES SHOWING MAXIMUM BEAM SPANS. D. SEE SHEET S2.1 FOR REDUCTION OF BEAM MAXIMUM SPAN WHEN! DESIGNING FOR SNOW LOADS. E. SEE SHEETS S6.x FOR BEAM CONNECTIONS & DETAILS. F. SEE SHEETS S5.1 AND S6-3 FOR BEAM SPUCE DETAIL WHERE REQUIRED. BEAM SIMPLE SPLICE, WHEN NEEDED, SHALL BE LOCATED IMMEDIATELY ABOVE AN INTERIOR COLUMN. NO BEAM SPLICE SHALL BE PERMITTED BETWEEN COLUMNS OR ON TOP OF AN EXTERIOR COLUMN. 4. COLUMNS A. SEE TABLE 1 ON THIS SHEET FOR MINIMUM NUMBERS OF POSTS{REQUIRED BASED ON , COVER DIMENSIONS. B. SEE SHEET S4.3 FOR COLUMN PROFILES. C. SEE SHEETS S7.1 AND SB.xx.x FOR TABLES SHOWING MAXIMUM POST SPACING. D. SEE SHEETS S6.x AND S7.x FOR POSTS CONNECTIONS & DETAILS. 5. FOUNDATIONS A. SEE SHEET, S7.1- FOR -COLUMN CONNECTION TO FOUNDATION. B. SEE BEAM SPAN TABLES ON SHEET S8.xx.x FOR MINIMUM FOOTING: SIZE FOR PATIO COVER SUPPORTED ON CONCRETE FOOTING, BASED ON BEAM SPAN SELECTED. C. SEE S7.1 FOR ALTERNATE FOOTING SIZES. TABLE 1 MINIMUM NUMBER OF, POSTS REQUIRED NOTES: 1. NUMBER OF POSTS SHOWN IN THIS TABLE IS A MINIMUM. ADD POSTS AS REQUIRED TO ENSURE THATTHE'MAX POSTSPAGNG (SPANT SHOWN ON SHEETS SB.xx.x OR LB.xx.x IS NOT E)CEEDED. 2. THIS TABLE IS TO BE USED IN CONJUNCTION WITH DETAIL 31S6.3 OR WL -6.3. 3. THIS TABLE DOES NOT APPLY IF THE SIDE PLATES ARE PROVIDED FOR AESTHETICAL PURPOSES AND THE BEAM IS CONNECTED TO THE COLUMN DIRECTLY OR WITH A BRACKET PER S6.3 OR L6.3. A TABLE 1 - MINIMUM NUMBER OF COL REQ. SHEET INDEX - SOLID PANEL STRUCTURES: TYPE C GO.1 -TITLE SHEET, DESIGN LOADS, GENERAL NOTES S1.3 - SOLID PANEL STRUCTURES: TYPE C S2.1 - SOLID PANEL STRUCTURES: SNOW LOAD DESIGN: SPAN REDUCTION FACTORS DUE TO DRIFT AND SLIDING S3.1 F - SOLID PANEL STRUCTURES: FREESTANDING COVERS MAXIMUM SPANS AND MINIMUM FASTENERS S3.2 - SOLID PANEL STRUCTURES: CROSS SECTIONS S4.1 - SOLID PANEL STRUCTURES: BEAM PROFILES S4.2 - SOLID PANEL STRUCTURES: BEAM PROFILES S4.3 - SOLID PANEL STRUCTURES: COLUMN PROFILES S4.4 - SOLID PANEL STRUCTURES: MEMBERS PROFILES S4.5 - SOLID PANEL STRUCTURES: CONNECTORS S5-1 - SOLID PANEL STRUCTURES: SPUCE DETAILS S6.1 - SOLID PANEL STRUCTURES: ATTACHMENT TO EXISTING BUILDING S62- SOLID PANEL STRUCTURES: CONNECTION DETAILS S6.3 - SOLID PANEL STRUCTURES: CONNECTION DETAILS S7.1 - SOLID PANEL STRUCTURES: FOUNDATION DETAILS. S72 - SOLID PANEL STRUCTURES: FOUNDATION DETAILS SBJocX - SOLID PANEL STRUCTURES: BEAM SPANS AND FOUNDATION SIZES)c( PSF LL/SL; 1X0 MPH G9.1 -ADDITIONAL STATE UCENSURE STAMPS% SOLID PANEL STRUCTURE TYPE C: FREESTANDING SINGLE SPAN WITH OPTIONAL CANTILEVER _J tea. 2485 RAILROAD ST, -CORONA, CA 92680 951-736-4500 Q�pFESS 1gtia� co W S5885 lF OF DATE SIGNED: April 5, 2017 Gi tic T. E'/ eC��s�lf 26030 ACERO, SUITE 200 MISSION VIEJO, CA 92691 949.305.1150 1 FAX 949.305.1420 AHJAPPROVAL REVISIONS MARK DATE DESCRIPTION. 4 STEL JOB # 161071 DATE 04105117 DRAWN BY RER CHECKED - - - MDS IAPMO 195 V 2.0 SOLID PANEL STRUCTURES: TYPE C S-1.3 WITH 2 x 6.5 x 0.032 SIDE PLATES (SIDE PLATE TYPE SP3) TRIG WIND SPEED AND EXPOSURE WIDTH 1108 110C 1206 1200 1308 130C 5 2 2 2 3 3 3 6 2 3 3 3 3 4 T 2 3 3 4 3 4 B' 3 3 3 4 4 5 9 3 4 4 4 4 5 10 3 4 4 5 5 6 11' 4 4 4 5 5 6 17 4 1 5 5 1 6 1 5 7 WITH 2 x 6.5 x O.Da2 SIDE PLATES (SIDE PLATE TYPE SP4) TRIB WIND SPEED AND EJG-OSURE - WIDTH 1106 11Dc 12DB lzoc 1306 13DC S 2 2 2 2 2 3 6 2 2 2 3 3 3 T 2 3 3 3 3 4 6 2 3 3 4 3 4 9 3 3 3 4 4 5 10 3 4 4 4 4 5 11'3 4 4 5 5 6 12' 3 1 4 1 4 1 5 5 1 5 NOTES: 1. NUMBER OF POSTS SHOWN IN THIS TABLE IS A MINIMUM. ADD POSTS AS REQUIRED TO ENSURE THATTHE'MAX POSTSPAGNG (SPANT SHOWN ON SHEETS SB.xx.x OR LB.xx.x IS NOT E)CEEDED. 2. THIS TABLE IS TO BE USED IN CONJUNCTION WITH DETAIL 31S6.3 OR WL -6.3. 3. THIS TABLE DOES NOT APPLY IF THE SIDE PLATES ARE PROVIDED FOR AESTHETICAL PURPOSES AND THE BEAM IS CONNECTED TO THE COLUMN DIRECTLY OR WITH A BRACKET PER S6.3 OR L6.3. A TABLE 1 - MINIMUM NUMBER OF COL REQ. SHEET INDEX - SOLID PANEL STRUCTURES: TYPE C GO.1 -TITLE SHEET, DESIGN LOADS, GENERAL NOTES S1.3 - SOLID PANEL STRUCTURES: TYPE C S2.1 - SOLID PANEL STRUCTURES: SNOW LOAD DESIGN: SPAN REDUCTION FACTORS DUE TO DRIFT AND SLIDING S3.1 F - SOLID PANEL STRUCTURES: FREESTANDING COVERS MAXIMUM SPANS AND MINIMUM FASTENERS S3.2 - SOLID PANEL STRUCTURES: CROSS SECTIONS S4.1 - SOLID PANEL STRUCTURES: BEAM PROFILES S4.2 - SOLID PANEL STRUCTURES: BEAM PROFILES S4.3 - SOLID PANEL STRUCTURES: COLUMN PROFILES S4.4 - SOLID PANEL STRUCTURES: MEMBERS PROFILES S4.5 - SOLID PANEL STRUCTURES: CONNECTORS S5-1 - SOLID PANEL STRUCTURES: SPUCE DETAILS S6.1 - SOLID PANEL STRUCTURES: ATTACHMENT TO EXISTING BUILDING S62- SOLID PANEL STRUCTURES: CONNECTION DETAILS S6.3 - SOLID PANEL STRUCTURES: CONNECTION DETAILS S7.1 - SOLID PANEL STRUCTURES: FOUNDATION DETAILS. S72 - SOLID PANEL STRUCTURES: FOUNDATION DETAILS SBJocX - SOLID PANEL STRUCTURES: BEAM SPANS AND FOUNDATION SIZES)c( PSF LL/SL; 1X0 MPH G9.1 -ADDITIONAL STATE UCENSURE STAMPS% SOLID PANEL STRUCTURE TYPE C: FREESTANDING SINGLE SPAN WITH OPTIONAL CANTILEVER _J tea. 2485 RAILROAD ST, -CORONA, CA 92680 951-736-4500 Q�pFESS 1gtia� co W S5885 lF OF DATE SIGNED: April 5, 2017 Gi tic T. E'/ eC��s�lf 26030 ACERO, SUITE 200 MISSION VIEJO, CA 92691 949.305.1150 1 FAX 949.305.1420 AHJAPPROVAL REVISIONS MARK DATE DESCRIPTION. 4 STEL JOB # 161071 DATE 04105117 DRAWN BY RER CHECKED - - - MDS IAPMO 195 V 2.0 SOLID PANEL STRUCTURES: TYPE C S-1.3