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BPAT2019-004378-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Permit Type/Subtype: Application Number: Property Address: APN: Application Description: Property Zoning: Application Valuation: T-iht 4 e(P Q9&& DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT PATIO COVER/SPECIAL/ENGINEERED DESIGN - OPEN/ENCLOSED BPAT2019-0043 79265 SIGN OF SPRING 600420049 LARSON / 204SF TRELLIS DURALUM (PATIO COVER AT FRONT YARD $3,900.00 Applicant: DON DAUGHENBAUGH -TRADER DAN'S INC DBA Rnr�CL3 840 S ROCHESTER AVE STE C ONTARIO, CA 91761 AUG 28 VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 8/28/2019 Owner: VALERIE J. LARSON 79265 SIGN OF SPRING LA QUINTA, CA 92253 Contractor: TRADER DAN'S INC DBA ROOMS N COVERS ETC 840 S ROCHESTER AVE STE C ONTARIO, CA 91761 2019 (909)390-0555 LI F. 517575 CITY OF LA QUINTA C. °. DESIGN & 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 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: C47. B. C39 License No.: Date: q Contractor: OWNER -BUILDER DECLARATI❑ I hereby affirm under penalty of perjury that I am exempt fr the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) 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.). (_) I am exempt under Sec. B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Lender's Address: 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. d will maintain workers' compensation insurance, as required by S ion 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrie : FTH Policy Number: WSA5000386 I certify that in the performance of the work for which this permit is issued, I sha vt employ any person in any manner so as to become subject to the workers' co pensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I al! forthwith comply with those provisions. Date: A42Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATIO VERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above- mentioned,property for inspection purposes. Date: Signature (Applicant or Agent): —01 f ,ate: 4/28/2019 Application Number: BPAT2019-0043 Property Address: 79265 SIGN OF SPRING APN: 600420049 Application Description: LARSON / 204SF TRELLIS DURALUM (PATIO COVER AT FRONT YARD Property Zoning: Application Valuation: $3,900.00 Applicant: DON DAUGHENBAUGH - TRADER DAN'S INC DBA ROOMS N COVERS ETC 840 S ROCHESTER AVE STE C ONTARIO, CA 91761 Owner: VALERIE J. LARSON 79265 SIGN OF SPRING LA QUINTA, CA 92253 Contractor: TRADER DAN'S INC DBA ROOMS N COVERS ETC 840 S ROCHESTER AVE STE C ONTARIO, CA 91761 (909)390-0555 Llc. No.: 517575 Detail: 2045F TRELLIS PATIO COVER AT FRONT YARD LOCATION [DURALUM] . SKYLIGHTS TO BE INSTALLED ARE PER IAPMO REPORT # 0115. THIS PERMIT DOES NOT INCLUDE ELECTRICAL INSTALLATIONS. PER 2016 CALIFORNIA BUILDING CODES. FINANCIAL DESCRIPTION INFORMATION ACCOUNT CITY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $1.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 DESCRIPTION ACCOUNT CITY AMOUNT DEVICES, FIRST 20 101-0000-42403 0 $26.68 DESCRIPTION ACCOUNT CITY AMOUNT DEVICES, FIRST 20 PC 101-0000-42600 0 $26.68 Total Paid for ELECTRICAL: $53.36 DESCRIPTION ACCOUNT CITY AMOUNT PATIO COVER, STD, OPEN 101-0000-42404 0 $107.27 DESCRIPTION ACCOUNT CITY AMOUNT PATIO COVER, STD, OPEN PC 101-0000-42600 0 $105.66 Total Paid for PATIO COVER / COVERED PORCH / LATTICE: $212.93 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 $0.51 Total Paid for STRONG MOTION INSTRUMENTATION SMI: $0.51 DESCRIPTION ACCOUNT CITY AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 TOTA:0 0 QW�&(4j c:A1.1FOKNIA ---- Project Address: APN #: Applicant Name: Address: City, ST, Zip: Telephone: q50l'3 q b� Email: Project Description: r � X22 s� G cv a LGvil a C,y�a /f / -�Cq 1-2. Valuation of Project $ 5-To 0 Contractor Name: C�, �e f�� New SFD Construction: Address: SLto S, �70Gt1,CS -eV' 4t_e Conditioned Space SF City, St, Zip PO CVA- Obi -7 (� Garage SF Telephone: C( oq -3oW -0 Patio/Porch SF Email: C'GGI .!-P-C 1206MSNe0[IGY9• CeAl Fire Sprinklers SF State Lic: -jf 7-5 75—City Bus Lic: Architect/Engineer Name: Address: City, St, Zip Telephone: Email: State Lic: City Bus Lic: Property Owner's Name: WeirJ& � Address: 04 ` -126 - Fig h ✓^vim° City, ST, Zip Cps , ,OhJ2,L CA- Telephone: Email: Construction Grading: Bedrooms: 1 Stories: Occupancy: # Units: New Commercial / Tenant Improvements: Total Building SF Construction Type: Occupancy: 78495 CALLE TAMPICO LA QUINTA, CA 92253 760-777-7000 OFFICE USE ONLY # Submittal Required ` Received 1 Plan Sets Structural Calcs Truss Calcs Title 24 Calcs Soils Report 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 Rooms N' Covers, Etc. 840 S. Rochester Ave #C Ontario, Ca 91761 909-390-0555 Attn: Building Division — Planning Company Name: Trader Dan's Inc. DBA Rooms N' Covers Contractor's Name: Rooms N' Covers Contractor's Lie. No: B 517575 HIC VALID: 10/01/2018-10/01/2019 The undersigned individual (s) employed by my company are authorized by me to pull Permit (s) or Business Licence(s) from any city or county on my behalf. If this list changes, we will contact your office in writing. There is no expiration date for this letter. THE BELOW LISTED EMPLOYEES ARE AUTHORIZED TO PULL PERMITS UNDER MY CONTRACTOR'S LICENSE NUMBER: Print Name 1=6W1161 I jo Signature of Lic d Contractor Signature VOL 2T- 1 ate AFFIX NOTARY SEAL HERE: SWORN TO BEFORE & SUBSCRIBED IN MY PRESENCE THE jj�— DAY OFjVr'G� > RAQUEL ESTEYEZ DONAHUE Notary Public - California San Bernardino County Commission # 2244505 . `"` My Comm, Expires Jun 25, 2022 d!l rel(lr 0,11, CitYX'011111Y (]Cull{( i;SIGICCe 10 low"inll Assunat1011 appimn !elfilt reulpl, it fIpjlili xlo ano ne S(jo%tillliliniy r,Dp1111C1411 Jji1)111A,0IdItsly list I "I �-+qy ..rq ..pl r. Uy -OP 1 _ VU of 45 d;Prs aflor ICquilr n>rinh; II led nllo'u0 fol pusjecl Ir1 fllal I nnlll0l I1711nr lei,+.lipl v+IIII adlhiiunnl liner to 11C riikyWur3:1, slal;lded iu palnl!rl(111 Jll nI Ih+t lul$sl :Ind (;t,M lwv!; on fhe IF�::k €I�+ IL (1111;Ia11R;11 (;Ilnunl;nrr:rmllll ul vzork Jw11 hei lu I is r -••r rrl Goo ltfi1GiJi , Irlrlu.e to S',:DShP1!I f1I!'i i:;rnV,r.' G" tra!k, .! 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TI YOU, A,) OWN GI10H f�-NANT, I IkVE II: IIIGI (f TO R1_.OU111C TI 1L, CO[-fl I1AG1,01i r I iAV1: A ( (1I,I1) GON� lYcpresematra O.rn�r•l3ll�er 5lgnithea -- An-"Aplell f1.1 C:Untlactv-SI1110f ,1fSi1 rr,r- r1,IVCU nAAV rAelrrl Mare rrtANSA NWN At ANY TIME PHIDH TO MIDNIGM OF THL THIRD BUSINESS DAY AHER illE OAT(: Or THIS MANSANION, �STANOARD FORM CONSTRUCT �rs �ii j,,CjL1d0 � A�`Q �ISC0ulltS � R � % LICENSE 1151757,543 THIS D [ON AGREEMENT Corporate Office 840 S. Rochester Ave., Suite C Ont7rfo, CA 91761 (909) 390.0555 POP (760) 245-8188 (800) 607.6667 � FAX (909) 390.7001 www, roorn sn icovers,com OCUMENT CONSISTING OF THIS AGREEMENT, PLANS, SPECIFICATIONS, AND "NOTICE TO OWNER", ALL ATTACHED HERETO AND MADE A PART HEREOF, SHALL UNSTITUTE THE AGREEMENT +ir3UhSS t TC., W}0rall h!r [ alirf[W 'L'c s(ri{.:1u ;, + ,{ ,..Intl• '• :" prgrntu SLtO (aWlOrrxiu 1019.4. 11.1I i laj xp, It LNIISIIGCl+i11[ Ili ilLI; IhIP ,r 1" I ilU fpinl"fs aria ' + 1(li;,ljwrl... I I d Iud uil(I';ilt:11Iq Ililr lliUlltiS;lllrli7hllt1111a•'}n, + p I3ilyurly} ` _ ���� f1ilSlt?6:>rElil!Il1C . __Qc7��a.C�a4.1JL.Lur l:ll•' / I 1 f w�CCs±/ s eta Zip Si 'He s'Ls it.1w. f Ell'--O. I'�f`�j n 1i rif;ih! bli. J arLl-1'SN, h.. 14.n,1y..rr 1 �. r"1 ti:... `++ . " ri •. ... 1 +}L a IL . KA0'ms COV 0ER SRS ETC. Watercolors at La Quinta Homeowner Association Arc:hftectural improvement APPLICATION AND RE\ Lot Number - gwner Nam �-- =� rr A: f � r C n.' n. Property Address-4---I Email address (if you have ---Dat nymber e-Ct t • C l] Color, if applicable =-----EsCimate Start Dat t Dimensions, if applicable G ----�2 f -- Construction materials, if applic able 1 Supplier/Vendor—= 1j'Cc Attach an additional page for description, if necessary. One set of plans are required, if requested improvement requires a building permit or a picture of the improvement, if more appropriate_ If construction is involved, the owner is responsible for obtaining City of La Quinta permit to do the work. There willil be a Sg transaction fee ppyable to DRM Only if a My of La Uinta 22mit is retiuired. Examples of no fee requests are�%� not !im_ited the foilowin = ir�t of ra doors, house doors house screen; boors atia gatg& in lation of sate lit+e dish a other items Blank Application forms may also be obtained in the Clubhouse office. ■rr...rrr.wsrr..rrrarr.rrr.ar■ ;w ■. x�.srwwrxrr•s+� M ... . a,*�rRr.rxMarrrKa r� For internal use only. Date Received_ Inspection da't t , Approval— Disapproval --(circle one)•__. ' , ! Committee Signatures(requires 2 or signature) -Conditions, If any,---- -Rev(8-15) OWNER ADDRESS CITY LOT NO. CONTRACTOR lfCi&tu ROOMS N' COVERS 840 S ROCHESTER AVE #C ONTARIO, CA 91761 LIC. B-517575 909-390-0555 WORK COMP ICW GROUP VVSA5000386-07 EXP6/14/2020 4-31 d� �Cdb' �RBd> '(�uGCtO�' v (open 1' l ' I6"b TRACT PROPOSED ADDITION(S) r CITY OF LA QUiNTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION - naTF Z If BY C ITI� 1' rrvv\i' oft. q` --o -c� v. ' from VL �v 2 i' vVe✓'kay� RECEIVED AUG 2 2 2019 CITY OF LA QUINTA DESIGN AND DEVELOPMENT DEPARTMENT 3PAr Zoe 4 — ap y 3 71Z&r S? of= witith CITY PROFESSIONAL ENGINEERING LICENCES I PRINTED ON 01/16/2018 IBM so= I®® ®®® m mom lm1.1: I m Timm NM 11138 1 12131118 NV 000677 12131118 OH 64661 12131/18 WV 017455 12131118 FL 55015 02128/19 UY 308560"' 2203 03131/19 WA 28747 04102119 KY 24361 06130119 RI 8724 06130119 VA 041536 OE131119 PA 056772E 09130119 CO 34009 10131/19 MI 458BO 10/31/19 OK 19405 10/31/19 AL 25873 12131/19 CA S3107 12131/19 ME 10495 12/31/19 MO 030178 12131119 NE E-01328 12Y31119 OR 16232PE 12131/19 WY 8977 12131119 AZ 30066 03131/20 NY 080138 03131120 REVISED 01/16118 �c FOUR SEASONS SI r uILDING TABLE OF CONTENTS SHEET SHEET NUMBER TITLE IAPMO ES REPORT #0115 LRwr"" GOOF SYSTEM IAPMO EVALUATION REPORT Oin GLRP-1 COVER SHEET GLRP —2 GENERAL NOTES LRP-1 LRP—ROOF PLANS AND COMPONENTS LRP-2A LRP—SECTIONS AND DETAILS LRP-2B LRP—ALTERNATE ROOF SECTIONS AND DETAILS LRP-3 LRP—TABLES I LRP-4A LRP—TABLES II LRP-4B LRP—FAN BEAM TABLES III LRP-4C I RP —SUN —RAY SKYLIGHT (OPTIONAL) LRP-5A LRP—TABLES IV LRP-513 LRP—FAN BEAM TABLES V LRP-6 LRP—TABLES VI LRP-7 LRP—TABLES VII TYPICAL SECTION & DETAIL NUMBERING SYSTEM EXAMPLE OF SECTION CUT EXAMPLE OF DETAIL BUBBLE DETAIL LETTER _ SECTION NUMBER A ry 5-2 t `--- SHEET WHERE SECTION S_p SHEET WHERE SECTION IS DRAWN. IF DASHED, IS DRAWN. DETAIL IS DRAWN ON CURRENT SHEET IF DASHED, SECTION IS DRAWN ON CURRENT SHEET EXAMPLE OF SECTION CALL OUT EXAMPLE OF DETAIL CALL OUT �- SECTION NUMBER SECTION DETAIL LETTER DETAIL 3/8"=1'-a• S-2 3/B„=1'-0" S-2 SHEET WHERE SECTION IS SHEET WHERE DETAIL IS TAKEN FROM. TAKEN FROM. IF DASHED, SECTION IS TAKEN IF DASHED, DETAIL IS FROM THE CURRENT SHEET TAKEN ON CURRENT SHEET EXAMPLE OF DIE DRAWING ❑ETAIL AAC931 HALF DIE DRAWING NUMBER FOR COMPONENT Q�oFES ,`�� T�4EiNrC �� C�IA�IP�GH 56605 v zoz 0 Q 0�93<0a.� WN LL W IAPMO PAGE NUMBER 1 OF 23 r 0 z w J 51� RU C T URq af- k �' 62 2 v 0 9O N ER Noj P��` E J CP EXPIRATION DATE: 12/31 /19 J� m a� ¢U m W U N Z =wW H O W a Wo U) d W I- V1 � LU z= L� LU Z J 00 ¢Or- o I- Of LU LU> J ZO J > ED LJ 0 m d a M w N I z I 't 0 1n it a- m Ld Lij Z Y 3 1ii W tr W U Z ooUw V) 0 0- Lf'1 .. 00 C yam W mm� ✓�. 6 wO� = ' W O ma MANUFACTURED BY FOUL, f'1 J. r w 6450 CABALLERO BLVD o BUENA PARK, CA 9D620 PHONE: 800 457-9959 r a 0 w w < a 0 0 ENGINEERED BY: U m m m N �• � Z 0 N N EVALUATED BY: U P— IAPMO Evaluation Service 5001 E. Philadelphia St. Ontario, CA 91761 - USA WWW.IAPMOES.ORG FOR IAPMOES APPROVAL i PROFESSIONAL ENGINEERING LICENCES PRINTED ON 01/16/2018 a GENERAL NOTES AND SPECIFICATIONS cT B025 58 6v3u1e j}�$IGN CODE $y, LOADS LA PE 0033435 03131178 1, THE STRUCTURES INCLUDED WITHIN THE SCOPE OF THESE DRAWINGS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2009, 2012 AND SD 9483 03131/18 � 2015 INTERNATIONAL SUIT -DING CODE (IBC), 2OQ9, 2012 AND 2015 INTERNATIONAL RESIDENTIAL CODE (IRC) AND THE 2016 CALIFORNIA BUILDING CODE PROVISIONS M PE-6798 o413one THAT ARE L40CALLY ENFORCEABLE AND TINDER THE JURISDICTION OF CITY AND COUNTY BUILDING OFFICIALS. PROVISIONS RELATED SPECIFICALLY TO HOSPITALS D 1-s2e0 o413one AND PUBLIC SCHOOLS IN CALIFORNIA ARE NOT A PART OF THE SCOPE. KS 15484 04130/18 2, THE STRUCTURES INCLUDED WITHIN THE SCOPE OF THESE DRAWINGS ARE INTENDED FOR RECREATIONAL/OUTDOOR USE AND ARE CONSIDERED NH 10990 04/30/18 NON -HABITABLE STRUCTURES. 24GE0 N3 4545200 04130118 3. SEISMIC DESIGN PARAMETERS: a. IMPORTANCE FACTOR - 1.0 De 141se 0sl3one b. SS - 2.5 MAX - SEE LRP-6 C. S1 - 0.75 (0.60 WITH SL>30 PSF) MA 45542 06130/18 d. SITE CLASS - D e. SDS - 1.67 MAX MN 41532 06130/18 f. SD1 - 0.75 9 SEISMIC DESIGN CATEGORY - D ntT 14355 O6I30/1B h. R - 1.25 i. CS - 1.33 MAX SC 23776 06/30/18 j. DESIGN BASE SHEAR - 1.33 MAX W (ULTIMATE) k. ANALYSIS METHOD - EQUIV LATERAL FORCE MD 25455 1 07124118 PE 4• WHERE ASCE 7 IS REFERENCED, ASCE 7-05 WAS USED FOR 2009 IBC AND IRC N 1070791207131/18 e.ao.o COMPLIANCE. ASCE 7-10 WAS USED FOR 2012 AND 2015 IBC AND IRC AND 2016 CBC COMPLIANCE. VT 01B 07131/111 00Bs1s4 5. MINIMUM SOIL BEARING CAPACITY SHALL BE 1000 PSF. WI 33394 07131/1B TX 94362 09120/18 II MATERIALS IL 11114118 1. ALUMINUM FOR COMPONENTS SHALL BE AS SHOWN ON THE ALLOY AND noB1 TEMPER 60D5-T5, (LON). AR 13158 12131/18 2. ALUMINUM SHALL BE PAINTED IN ACCORDANCE WITH.THE REQUIREMENTS SET GA PSWIj9 12131/18 FORTH IN PART I -A, SECTIONS 6.6 AND 6.7 OF THE 2005 ALUMINUM DESIGN a.00.0 MANUAL (2005 ADM) FOR 2009 IBC/IRC APPLICA7IONS, SECTIONS M.6 AND IA 14953 12/31/18 M.7 OF THE 2010 ADM FOR 2012 IBC/IRC, AND SECTIONS M.6 AND M.7 OF THE 2015 ADM FOR 2015 IBC/IRC AND 2016 CBC APPLICATIONS NS 16508 12/31118 3. SHEET METAL SCREWS (SMS) SHALL BE TYPE AB SCREWS. 'Ic 029174 12131/18 4D PE-5907 12131/iB 4, SHEET METAL SCREWS SHALL CONFORM TO THE THE REQUIREMENTS OF THE 2005 ALUMINUM DESIGN MANUAL (2005 ADM) FOR 2009 IBC/IRC 4M 1113e 12131/1B a.Do.D APPLICATIONS, THE 2010 ADM FOR 2012 IBC/IRC, AND 2015 ADM FOR 2015 BC/IRC AND 2016 CBC APPLICATIONS. 4V 006677 12/31118 5. EXPANSION ANCHORS SHALL BE HILTI 3/8" "KB-TZ" OR APPROVED EQUAL. 7H 64661 12131/18 ANCHORS SHALL BE AS DESCRIBED BY AND INSTALLED PER ICC-ES REPORT ESR-1917. ANCHORS SHALL BE PLACED SUCH THAT THE DISTANCE TO ✓V 017455 12131/18 CONCRETE EDGE, CRACKS AND JOINTS IS NOT LESS THAN 2.5" FOR SLABS, SEE SECTION 1/E40-2 FOR EDGE DISTANCE AT FOOTINGS, 'L 55015 02/28119 6. WHERE ATTACHMENT TO EXISTING STRUCTURE OCCURS, THE WOOD OF THE IT 302203 03/31/19 EXISTING STRUCTURE SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.49, z2o3 SUCH AS OF. /A 28747 04/02/19 7. WHERE SCREWS ARE INSTALLED INTO WOOD FRAMING, THE CONTRACTOR SHALL Y 24361 06130/19 VERIFY, THROUGH NON-DESTRUCTIVE MEANS, THAT EACH SCREW HAS A MINIMUM OF 1/2" SIDE COVER ON ALL SIDES OF THE SCREW. 0 8724 06130/19 8. ALL WOOD SHOWN WITHIN THESE DRAWINGS SHALL HAVE A SPECIFIC GRAVITY 'A 041536 08131/19 OF 0.49 OR GREATER. LUMBER ALLOWABLE STRESSES HAVE BEEN BASED ON THE 2005 NOS. A E 09130/19 05fi 9. ALL NAILS AND WOOD SCREWS SHALL HAVE THE FOLLOWING MINIMUM YIELD D 34009 10/31/19 STRENGTH: 11 45880 10131/19 o. Bd: Frb = 100,000 psi b. 12d:Frb = 80,000 psi K 19405 10/31/19 c. 14d:Frb = 70,000 psi d. ISd:Frb = 70,000 psi 25873 12/31119 e. ISd:Frb = 60.000 psi f. 206:Frb = 60,000 psi 4 53107 +2131/19 10. FASTENERS USED FOR ATTACHING TO PRESSURE TREATED LUMBER SHALL BE 10495 12/31/19 STAINLESS STEEL. 030178 12131119 11. UNLESS OTHERWISE NOTED, ALL STEEL IN CONTACT WITH PRESSURE TREATED LUMBER SHALL HAVE A G185 GALVANIZED COATING. E-11328 12131119 12. CONCRETE SHALL SE TYPE V CEMENT WITH A MINIMUM W/C RATIO OF 0.45 162321E 12131/19 AND A MINIMUM COMPRESSIVE. STRENGTH (FC) = 4500 PSI. WHERE CONCRETE IS NOT EXPOSED TO SULFATE, TYPE II CEMENT MAY BE USED AND 8977 12131119 THE MINIMUM COMPRESSIVE STRENGTH (FC) MAY BE 2500 PSI 30066 03/31120 13. STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 080138 1 03/31/20 14. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 40 OR 60. REVISED 01/1611B 15. BOLTS SHALL CONFORM TO ASTM A307. IAPMO ES REPORT #0115 IAPMO PAGE NUMBER 2 OF 23 �v 0 z o NOTE TO DEALER, CONTRACTOR AND " BUILDING OFFICIAL: w III ROOF SYSTEM J� ¢� m = U 1. THE ROOF PANELS SHALL BE AS DEFINED W/IN THIS DRAWING 1. STRUCTURES INCLUDED WITHIN THIS PACKAGE SHALL NOT BE ATTACHED t��o ¢ U n L PACKAGE AND PANEL SPANS SHALL BE LIMITED TO THOSE SHOWN. TO "SINGLE COAT' STUCCO SYSTEMS UNLESS THE ATTACHMENT METHOD IS SPECIFICALLY DESIGNED FOR "SINGLE COAT" STUCCO SYSTEMS. Z 2. UON, MAXIMUM ROOF PANEL OVERHANGS SHALL BE 24". 2. SNOW LOADS PRESENTED WITHIN THESE PLANS 3. FOR COVERS W/O AN ENCLOSURE, ROOF PANELS SHALL BE ARE "EQUIVALENT' UNIFORM SNOW LOADS. CONSIDERATION SHALL BE Ln SUPPORTED BY A BEAM, POST & FOOTING SYSTEM SUITABLE FOR THE- GIVEN TO SITE SPECIFIC CONDITIONS INCLUDING, BUT NOT LIMITED TO, PROPOSED APPLICATION. THE BEAM, POST & FOOTING SYSTEM SHALL DRIFTING AND SLIDING SNOW. 0 BE DEFINED WITHIN A VALID IAPMO EVALUATION REPORT, A VALID � ICC-ES EVALUATION REPORT OR WITHIN AN ENGINEERING PACKAGE 3. STRUCTURAL ADEQUACY OF AN EXISTING STRUCTURE IS NOT INCLUDED z 0 SIGNED BY A P.E. LICENCED IN THE LOCAL JURISDICTION. A COPY OF WITHIN THE SCOPE OF THIS PACKAGE. STRUCTURAL ADEQUACY SHALL SAID REPORT OR ENGINEERING PACKAGE SHALL BE SUBMITTED TO THE BE INVESTIGATED BY OTHERS UNLESS DEEMED ADEQUATE BY THE a Q w BUILDING OFFICIAL @ THE TIME OF PERMIT APPLICATION. BUILDING OFFICIAL. V) w 1nx W0 IV WALL SYSTEMS 4. THESE PLANS APPLY TO MULTIPLE LOADING CONDITIONS (WIND AND � Z C J GRAVITY). THE DEALER, CONTRACTOR OR FOR SHALL "MARK-UP" EACH 0 O ? Q 1, FOR COVERS WITH AN ENCLOSURE, THE ENCLOSURE SYSTEM SHALL BE PACKAGE TO CONFIRM THAT THE SITE SPECIFIC REQUIREMENTS ARE WITHIN THE ¢ __j W SUITABLE FOR THE PROPOSED APPLICATION. THE ENCLOSURE SYSTEM SCOPE OF THE PACKAGE. ° _j Of SHALL BE DEFINED WITHIN A VALID IAPMO EVALUATION REPORT, A IN PLAIN ENGLISH, THE PERSON USING THIS SET OF STANDARD PLANS _j w W Z CD VALID ICC-ES EVALUATION REPORT OR WITHIN AN ENGINEERING SHALL USE THE PLANS, SECTIONS, DETAILS, TABLES AND INSTRUCTIONS LU PACKAGE SIGNED BY A P.E. LICENSED IN THE LOCAL JURISDICTION. A WITHIN THE PACKAGE TO CONFIRM THAT THE SITE SPECIFIC CONDITIONS 0 CD COPY OF SAID REPORT OR ENGINEERING PACKAGE SHALL BE ARE WITHIN THE "ALLOWABLE" PARAMETERS PRESENTED WITHIN THIS SET d SUBMITTED TO THE BUILDING OFFICIAL AT THE TIME OF PERMIT OF STANDARD PLANS. a APPLICATION. - AMONG THE ACTIVITIES WHICH SHALL BE PERFORMED BY THE DEALER, V LAMINATED ROOF PANELS CONTRACTOR OR FOR ARE: c.1 :E I z -t A. REVIEW ALL NOTES TO CONFIRM WHAT WILL BE CONSTRUCTED H ¢ = N 1. THE FOAM CORE ROOF PANELS DEPICTED WITHIN THIS DRAWING ARE MEETS THE REQUIREMENTS PRESENTED WITHIN THE NOTES, B. CONFIRM LOADING REQUIREMENTS WITH THE LOCAL BUILDING 1n Ln INTENDED FOR USE ON RESIDENTIAL PATIOS AS REGULATED BY APPENDIX OFFICIAL, CHAPTER I OF THE INTERNATIONAL BUILDING CODE OR APPENDIX CHAPTER C. IDENTIFY PARAMETERS WITHIN STEPS I TO VII ON SHEETS LRP-3 H OF THE INTERNATIONAL RESIDENTIAL CODE. TO LRP-7 WHICH ARE APPLICABLE TO THE SPECIFIC ROOF BEING m 2- MATERIALS: CONSTRUCTED, D. CROSS OUT ALL ELEMENTS WITHIN THE ENTIRE PACKAGE WHICH in r w m a. INTERIOR FACING MATERIAL SHALL BE ALUMINUM CONFORMING TO THE ARE NOT USED WITHIN THE SPECIFIC ROOF. Z z Li Y REQUIREMENTS FOR 3105-H14 ALLOY AND TEMPER. THICKNESS OF w � = U SKIN SHALL BE AS SHOWN IN THE APPROPRIATE ALLOWABLE SPAN AaOREVIAT o o N o TABLE. 0 DIAMETER FDN FOUNDATION SHT SHEEP 6�• FTG FOOTING SIM SIMILAR Z" b, EXTERIOR FACING MATERIAL SHALL BE ALUMINUM CONFORMING TO THE AB ANCHOR BOLT SMS SHEET METAL SCREWS REQUIREMENTS FOR 3105-1­114 ALLOY AND TEMPER. THICKNESS OF ADDL ADDITIONAL GA GAGE SIP SPACE (S. ED) C --• o�& " SKIN SHALL BE AS SHOWN IN THE APPROPRIATE ALLOWABLE SPAN ALUM ALUMINUM GALV GALVANIZED SPEC SPECIFICATION, >"m mrn� s TABLE. ANCH ANCHOR SPECIFIED HGT HEIGHT _. L/]. o ¢ ' 5 < APPROX APPROXIMATELY) SQ SQUARE Er w � C. THE FOAM CORE SHALL BE AS DEFINED BELOW AND HAVING A NOMINAL INFO INFORMATION SST STAINLESS STEEL-- �Yo DENSITY AS SHOWN IN THE ALLOWABLE SPAN TABLE: BAL BALANCE STAG STAGGERED CJ= m< a BLDG BUILDING MFR MANUFACTURER STD STANDARD Ll-.7 L¢i i. THE FOAM IS DESIGNATED AS TYPE II AND MANUFACTURED BM BEAM MIN MINIMUM STIF STIFFENER I� --I� ozz ulwo ACCORDING TO THE SPECIFICATIONS OF ASTM C578. THE FOAM CORES B.O. BOTTOM OF MWFRS MAIN WIND FORCE STL STEEL RESISTING SYSTEM SHALL BE CONTINUOUS FOR THE ENTIRE LENGTH OF THE PANEL. CORE BOT BOTTOM STRUC STRUCTURE (S. URAL) a.D1.D SPLICES WITHIN THE PANEL SHALL NOT BE ALLOWED. THE FOAM NA NOT ALLOWED SYM SYMMETRICAL PLASTIC SHALL MEET THE REQUIREMENTS FOR CLASS A MATERIAL PER C/C CENTER TO CENTER NR NOT REQUIRED T&B TOP AND BOTTOM F o SECTION 803.1.1 OF THE 2016 CBC. CL CENTERLINE NTS NOT TO SCALE THD THREADED = A LIST OF ICC-ES RECOGNIZED FOAM VENDORS IS CONTAINED IN THE COL CONC COLUMN CONCRETE OC ON CENTER THK THICK (NESS) T.O. TOP OF ffi z = g APPROVED QUALITY CONTROL MANUAL. OD OUTSIDE DIA TYP TYPICAL x H H CONT CONTINUOUS' OH OVERHANG w a a o 3 d. THE COMPONENTS ARE BONDED TOGETHER USING AN ADHESIVE CTR CENTER (ED) OPNG(S) OPENING(S) UON UNLESS OTHERWISE NOTED < > PROVIDED BY ASHLAND SPECIALTY CHEMICALS AND KNOWN AS ISOGRIP OPP OPPOSITE VERT VERTICAL m o = w SP5040D. THE ADHESIVE IS RECOGNIZED UNDER ]CC -ES ESR-1140: DET DETAIL OPT OPTION (AL) - DF DOUG FIR W/ WITH z 0 3. THE MANUFACTURER OF ANY COMPONENT CITED IN ITEM 2 ABOVE SHALL DWG(S) DRAWING(S) PL PLATE W/0 WITHOUT N N PROVIDE CERTIFICATION WITH EACH SHIPMENT THAT ALL COMPONENTS PROJ PROJECTION INS WOOD SCREW a U o r m PROVIDED WITHIN THE SHIPMENT CONFORM TO THE APPLICABLE EA EACH RAD RADIUS WT WEIGHT I SPECIFICATION (S) AND/OR DEFINITION (S) OUTLINED ABOVE. EMBED EMBEDMENT REF REFERENCE REFER r a ED EQUAL (LY) REINF REINFORCE (D, ING) o o mo 4. THE MAXIMUM ALLOWABLE SPAN, FOR A GIVEN APPLIED LOAD SHALL NOT ES EACH SIDE READ REQUIRED EXCEED THE SPAN PROVIDED IN THE ALLOWABLE SPAN TABLE FOR SAID EXP EXPANSION REV REVISION f 8I LOAD. EXTRAPOLATION OF THE INFORMATION PROVIDED IN THE ALLOWABLE EXST EXISTING ? SPAN TABLE IS NOT PERMITTED. FOR IAPMOES APPROVAL P 5. PANELS SHALL BE CONTINUOUS IN THE DIRECTION OF SPAN WITH NO TRANSVERSE JOINTS. 6. THE STRUCTURAL SUPPORT AND STRUCTURAL ATTACHMENT OF THE SUBJECT e PANELS SHALL BE SUBSTANTIATED BY EITHER APPROVED EVALUATION o REPORT PLANS OR STRUCTURAL PLANS APPROVED BY THE GOVERNING y JURISDICTION. THE GOVERNING JURISDICTION SHALL CONFIRM THAT SAID W d S 3 7 m m PLANS ARE INTENDED FOR USE WITH THE DESIRED PANEL LOADS AND w EXp' 9 SPANS FOR EACH SPECIFIC PROJECT. " y ¢$ 7.. ALL PANEL EDGES SHALL BE SHIELDED IN ALUMINUM SECTIONS. ALL INTERFACES BETWEEN THE �9. R CT ALUMINUM SECTIONS AND PANEL SHALL BE CAULKED WITH APPROPRIATE SEALANT. CALF E - t g 8. METAL PANEL FASTENERS SHALL BE ALUMINUM, STAINLESS STEEL OR ALUMINIZED, HOT -DIP GALVANIZED OR ELECTROGALVANIZED STEEL, 2 9 0 COVER SYSTE POINT OF CONTACTS -I•'.FO;S4TICk\P,EGUcSTS S!;4L1:E�CIR=CTE:GtiSFV^CLC�e'd' — COUTRyCTERS, PLEtSECOfErfiC ORAL OV 9U7LClllf6ElFpARTf.!FTtT$ PtE/�5E_CW9ACTASTETEN*RijEER77t3 2"ACER05UffE2D3 NOS Oi57EER5: P.LEASFiFt H$TAI4YiNFGFAt0l0NT?4iia[i 4Y0LfRCakffmCiUZ ' dohll°t ,o. co R tr1 . 5T$UC7U%.4! Fti:-:fEEr OF RcCCP.D: P.^., N7Ck.CON'TAGT:. .. DESIGN PARAMETERS MFG. BY. 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Milt A Ili ISSION VIFJO. CA 92691 949.305.1,350 J FNX 049.305.4420 ;AP. MO E5 TM EXPIRES ON: JUHE 3012020 kCWiSYk:s j OTELJoa� nFoz�,z i O.�TE UI,Triiill OR0.1�7tSY CWS IAPIVIJ 1.95 V 3•1 IAPfl40 APPROVAL GO.2 • (E) BLIILD[kG � fU rrJ/1YFJiirrilJi� iii��7Jyfirrifir�rrlr�•rr�J�+rirlril�rfAlJf7N/�i�1f1TJ�flJ/JJ�/f. SOUO •COVER: CORIXCT131} J - - TO.6fM SEE NDTE' 2 x w 1 Y C4i,' T,p '� 2 SEE IIOTE 4 F o w S011J CDYEIR CONNECTION TO BE"' SEE NOTE 2 tn BEl:',. 1 tt!DR. SPAN I. BEAM CLEAR I iA'6TH _V SEE. � pLA�! VEEW NOTES: 1_PAW C01 RR DI' A. SEE DESIGN ASSUIIPiIOti wm 4 ON G0.1 FOR PATIO COwRS C0N515nNG OF SOLID mus Hero I:AAmce FRAIAIkCx. - B. HE MT OF STRUMFE W (TO TO? OF COVER) SHAI-L NOT BE OVER 52. FT. C, KM OVERAPIG 'OW SHALL NOT EXCEED 257. Of BiA',i S ADJACENT CLEAR SPhH, EXCEPTION: 140 01'tffrVNG ALLOINiW AT I VEaWS Cou XCTED 76 SIDE OF COL D. SOLID C WR dLrJM4G 'OH' SM-1 L NOT EXCEEO 257. 0- DECK OR IRf'' SOUO GVp'ER•S ADJACENT CLEAR SPAN, (OR 24' t!_4i1. W IRP, VHICHMR IS LESS), E. TF6BUTAW MIDTH ARE AS S!i0 04 0:1 PL94; . TRIB (Bert)- )I AWACEJ7 DECK CLFkR SPAN 0 RIGHT DECK OH @ LEFT mift (BLDG)=A ADJACENT DECK CLEAR SPAN F. 'HE FAW PA (COWER PROJECTION Di11DE0.e3Y .COVER 1_EI1GTH), NOT INCLUORM DECK OR SEA%( OVERRMG. SML NOT BE MORE THM 2.25 WHEW USI'M DESIGN FOR ATTACHED PATIO.COVERS G. THE RATIO FA (M-LR PROJEC11014 DIVIDED 6Y C01FR LERGL10 C.b3T K UP TO 4.0 WHEN MIX CDLUTAR AND FCOfi}i3 SIIIS AS IF THE COWR WAS FREEST4.11044G. A. SEE SHEET S3.1A-mal53.3 FQR DECK PROFILES MD N4?. UV!SPANS; B: SEE SHEET S3,2 FOR DURAFMEL INSULATED STRUCTURAL WIDIMCH PARELS WXMU1,t SPANS: m-f_ -513£ET 52.2 FORREDUCTKkf O6 SQLID COvm1mIdtl - Shm LOADS, D. SEE S:9E_7 S3.2 FOR CO,MECTIMY'OF 5OL}O COtcRS TO.S11PP7RTIhG SEA'JS. E. SEE SHEETS 53.2, S5.1 &S5,2 FOR CONMCTION OF SOLID COVERS TO (E) BUILDWrL F. IdI VIJIM SLOPE OF SOLID DECK COVEn TO K PER SHEET S3.2. G. 1 IMIIM SLOPE OF VWWANELS TO BE PER SHEET 53.2. OH SOLID ROOF PR4EL SEE NOTE 2--� �pP� SEE .t:O�iE Z WMREIE FTC, . SEE NOTE S; VP CB ISOMETRIC VIEW •A, SEE SHEETS SCI L S4.2 FOR BE4'A PROFILES. B_ SLE. SHEET S4.6, FOR Eol ,BEw titi k 0MRS, C: SEE SHEETS $%57.2 AtiD S9 xz.x FOR TA8LE5 SyO,`.riNO L'4 IMIJU SEf!I S� N& p., SEE SHEET 52.2 FOR REOUCTIOIl OF HQ f AXIMUM SPAN NMEN DESIGNIIR FOR SNOW- LDRDS. E. 5,!E SHEET S$x FOR BEAN CONtiECT164S & DETAILS,. F. SEE SHEET s5.1 FOR`BF_Mfi. SPUCE DETA'L Y'PERE REQUIRED. 4. COLUMNS A 'SEE T01LE f ON Tl l$ SHEET FOR MIN111:UM NUIVESER ,OF POSTS :REOURED BASED 0U. WEER 01pvi5t0,a 11 SEE SHEET S4_3: FOR COLD)tN PROFILES. C: SEE $fIEVS 9/S7,2 1-AD "S3.:xz.x FOR TAKES -SHiYWG I,!k]CL104 POST °SRXIRG: D. SEE SHEETS Ss:x AND S7x FOR POSTS CO` NECTkovs &'DEIAILS. 5. F IA)ATIONS ,k SEE SHEETS :S7.1 AND 57.2' FOR COLUMN CONNECTION TO FOUNDATION. & SEE SEAM SPAN TABLES ON SHEET SS.xx.x FOR Vl!lJJ fld FOOTING WE. FOR P4710 MR -SUPPORTED ON CONCRETE F041RrG, EASED ON BEW SPAN SELECTED. 0.'SEE WA FOR AVERNATE FOOTING SIZES. 0. SEE, Y/S7.2 FOR ATTACHED PATIO_�S1JE5"u T3LAG. 8ER4i _ NOTE 3 CONCRETE SIM, SEE NOTE 5 �SAk3LE: 3-_. I.44\1IIALI- - MF eOUIRIN'C ATTKCWENT PER *6.3 WITH 2•x.55x D,D32SIM PLATES (Slpt KITE TYPE SP3) . 1RIB' •lh'if 0. PEED Jvo. _ UK E WIDTH 45G3 itOL ma 120 43-,3 t3W U 2 1 2 2 3 3 3 • V 2 3 '3 3 3 4 i .2 S 3,. A .g C 5' 3 A 4 R 4 5 7.4 4 L q 1 4 5 5 fi tZ 4 5 5 0 5 7 WITH 2 z 5.5 x A042 SIDE P'L4TES .(SLOE PL;RTE TYPE SP4) TFU3 MUD SPEPID.AfiD 0POSURE V41DTH I lim S10C I 13D8 iiGC i3ri 13 2 S. 2 -2 2 3. G 2 2 2 3 3 3. i 2 3 3 3: 3 4 g Z 3 3 6 3 4 4 9U d 4 4 S 1Y 3 4 4 1"7 3 1 4 4 5 5 S IS7FES: �. TiUl�BER O»PDS.S"Sh"L`1TJ11INiIJS TABLE LS P.I.:INfA5Ll.4_"P.D7 POSTS.AS REOUREDY04ERSURETHATTHE'MAXPp�TSPACING It phur aViWM QIl $HEETS S&ml: S I:O, EN'MEDEa 2, TM TABLE IS TO BE USED HiW4JIU!'^WIVfrrH MWL.WSo.3 3,THIS;TABLE D;Fp iIRT APPLY IF TK:SICE. PLATES ARE P:ROYIDEtI MAESTHEYSCALPURPbSESAItO ,'HE SEAI,'.ISCO'.:I,'ECTEDTD THE COW1. N DIRECTLY PER•2dS8.3 0R WfIH A BRAT PER:vSr.5 fi." 1155;3. A �TAISIIE�1�- M1NI[�+1UM hiUMBEfi CIF Cai.0 TVP ATTACiME1T PER 3/S673 SHEET DEx - SOL* PANEL STR UCTURES7TIP E +A G0.1-TITLE SHEET, DESGN LOADS, GENERAL J�01E$ 0.2=1APIA0 AFPROVAL 51.1 -SOL10 PANE LSTRUCTURES: TY?EA S i.5 - SCLID PANE I. S T RUCTURES.JR119LITARYW.O75 KS Tt7 SEAMS S2•I - SOLID PANEL S RUGTURES; Sllb:F1 LOAD DESIGN: MEEOTOCONSPER 0RKAND SLOIr4G DESnN S2.2 - SOLID:PA14EL STRUCTURES: SNCIN. LOAD DESM.SPA N REp11C1110N FACTORS DUE TO DRIFT 'AND SLDING S3.IA . SOLED FAWEL STIRUCTURES' :'ATTACHED COVERS MA :SUTA SPAIqS A14D .,jIJN AUl.4 FASTENERS' 53.2-SOLID PANEL STRUCTURES:.CROS'S ZECTMS 53.3 - SOLID PANEL STRUCTURES! RIJRA'KIW AND 76 PAW I. INiLm SPANS AND MINIMUM FASTENERS 54.17 SaLIA PANEL STRUCTURES: SEW PROF MS S4.2- SOLID. PANE LSTRUCTU[RES BEAKSPROFILES S4,3 • SOLE) PANEL STRUCTURES: CO.LU1414PROF LES 6 4 A - SOLID:P4NcL STRUCTURES: TAVA8ERS PROFILES S4.5.- SOLID PANEL STRUCTURES: CONNECTORS Safi - SOLID PANE L.STRUDTURE5. FAIL! BEAIA-0StAILS 56,1 - SOLD PANE1. STRUCTURES: SPLICE DETAILS 86.1 -. SOL ID PANE L STR0r TURES' ATTACH3,l E N T T:O EXISTkG •5 UL D IING 53.2-SOL IC PANEL STRUCTURES_ CONNECTION DETAILS 56.3 - SOLID PANEL STRUCTURE S: CONI4E070'14 DETAILS 57.1 -.SOL I---- PANEL STRUCTURES: FOUNDAMN DIET AILS 57.2- SOLI! PANE L5ii3CJCWRESFROtll4}7AT1011 - 5Ssxx-SOLIO PANE L5TRUCTURES. BEAM SPA NS'AN6!F OUNDAVOW S GES,)x PSF LLISL.1xD }.LPN CS. t - .A DDFI1010 I_ STATE LIKE NSLI RE STAF.1 PS CORONA, CA 92880 951.736.4500 DATE SIGNED. June 04, 2019 2803Q:ACERO, .SUkTE.200 rs4ISSION V]EJO, CA926M ?,9:305.1 i 0 ( FAX 9!*305,1420- lAp0T1" E EXPIRES 014; JU14E30, 2020 i RcZhS:�IS I f !WRii I D,TE I DESCRkPUM i a 3i YL JOB 9 DATE GTI�151i3 DRIX.1I SY G^B CA"m ms IAPM0195 V.3,1 SOLID PANEL STRUCTURFS: ,TYPE A SOLID PANEL STRUCTURE TYPE A: ATTACHED: SINGLE SPAN WITH OPTIONAL. CANTILEVER SOLID Cb+ FA is WIECITOII TO SLOG SEE NOTE 2' 1 I Q w SOLID COVER CQI.NECFIO?I a 1= TO. EFA! SEE 1E6TE 2- U 4 SI n z , LENGTH 'U SEE ROTE 1 C F'LAiV V11rYV (E). WLovlG Utt/t/t!7!/JJ,UYJ. .4 CLEAR :SPAN n SOLID ROOF PAIIEL SEE NOTE. 2 2 {E) BLDG. VT. BEAM II SEE VOTE 3 r� EXT. BEAR SEE NOTE 3- CONCRETE SLAB. SEE NOTE 5 CGIICRETE FTG. . SEE NOTE 5. TYP ISOMETRIC VIEW (�) - 3132 -II-0' TABLE 1 1,0411,flUt-A NUFABER OF POSTS REQUIRING ATTACHkir MT P E1z 3lSrY3 SaH FX.6 .x.0.432 SIDE PLATES (111E1E PLATE TYPE SP31 ';RIB W�NDSFEEDAilll sspmURE WIDTH :1�164 110C f2ri?5 }2aG f::Off 130a ;g 2Z 23 3• 3 fi' T 3 3 33: 4 T 2 •3 3 4 I :3 4 8' 3 3. :3 4 :3 5 E' 3 A 4: 4 4 5 -17 1 4 5 VVITH 2)t E 5 x:O.W2 SIDE PLATES 1410E KATE TYPE SP4) ITva W04DSPE kPANNE C U WlQTH 1103 .110C 1208 1200- TM 13= &. 3 2 2 2 2 3 6. x 2 't 3 3 a 7' 2 3 3 3 3 61 :2- 3 3 4 3 4 91 3 3 3 d 4 5 W 3 4. 4 d 4- :.5 1.1 9 4 4 3 5 b 5 f2 9 4 4 .5 �. I.'[ E3'. I. liilllS k of PQsw lsibmrt et TIa3.TAW Cr A MIW.W;,}: AM POSTS AS REfll1�PEDTPEiI5Ur7E T!iAT'NE'JdAXPOST$PAC['G 'oPlk rSHa91I011:91 gzsS&t%.%r51.'OTETfCEEQED. 2, 7HlS TAKE Ig _FaBE L'SED k I C0PJUIR_7•TIflF1 ViITH DE:TAIL3r55.3: 3. 7KS TABIECOZ4 ?=-APF L_( THE id IF THE.SIDE P.LAXES.ARE PROVIDED PLB FOR A"THETICAL FDSES AND.eAAi IS CO lladiED TO Tr.E COLD SSIJ C1zaGTLY PE£1.2156,3 OR S'dfFH A BRACKETF=R 1!_-4.5 a usp.3- (�)TABLE 1- M31VIM�fM-NUMBER _DF COT* REQUIl ING TOP ATTACHMENT PER 3/S0 !DOTES: I. P R GIMSOASSHEETINDEX-SOUD PANEL STRUCTURES- TY4i-E6 A 5EE DE$rGN ASSU�IPTIO?I ROTE 4 ON GO.i FOR PATIO Gi1VERS C01�515111i'3 OF SOLID k SEE SHEETS S4.i & .S4.2 FOR MAM PROFILES. GO- t•i11LE5Y,E T.i7E5fGL�LOP,DS,GENERPLi;QTES COVERS AND LATTICF FRWING. 6. SEE SHEET SS.AAR. W B£A'A YPHERE:D7CUR&. Gp.2.1aP !GAPPRpVAL B, ROGHT OF STRUCTURE 'W (TO. TOP. OF (OVER) SHALL NOr BE OVER 12 Fr. C. SEE SHEETS:9/57.2 AND !-&xx.x FOR TA5LE5,SHOUING FJkYIFAU'A BE4m SP.4I15. St,2- SOLID PAhELSTRI;DiU.RES TYPE C. ffmA OVERHNsG 'OW S:M L NOT EXCEED 257, OF BEA1.i'S•A1J3A lT CLEAR SPAN. M SEE Ski REDUCTION EST S2.2 FAR OF BEATS MAXI1iUM :SEMI WHEIJ DESIGN(Nd FOR SNCr'. s•s:s -SOLID PANEL STRUCTURES:.7R13UTARYVVOTHSTO6EA1,45 EXCEPTION: NO OVERR+YG ALLOVIED AT 1 PEAMS CONNECIED TO SIDE OF COL LOApS.: S2.1 -SOLID PANE L.STRUCTURES.SNOW LOAD DES*N: NNE❑ TO C014SVER D. SOLJO COVER OVERfMt 'W SHELL NOT EXCEED 25% OF DECK OR IR2 SOLIO COVER'S E_ SEE SHEET S6_x FOR BEAM CO"'NECTIONS :k DETAILS. DRFTA14DSL€1NGDESiGN AWACENT CLEAR. SPAN. (OR 2e.) AX. AT IRP. %HCF I26 IS LESS)- F, .SEE SHEET S5.1 .FOR BEA'A SAUCE DEML IMERE'REGUIRED. S22.•SCLIO PANEL 5 TRUCTURIE S:SNOW. LOAD 0FSW.' SPAN REDACTION E: TFdBUTARY IMTH ARE AS Sf UB74 ON PLA1I_ FACTORS DUE TO DRIFT AFJO SLIDAIG +TRiB (6ex4)F )IWACENT DECK [LEER d.'PW! Q RiGHT 4. C1LU1.'IIS - $3.IA• SOLID PANEL STRUCTURES.ATTACHED COVERS I4AXMUP3,SPAN's AI4D I.{trtil;,SUM FASTENERS + DECK CH @ LEFT A :SEE TAM 1 014 THIS. SHEET FOR le`.l4Jlf1U!,t 6IU?. £DER OF POSTS REQUIRED BASED ON S3:2- SOLID PANEL STRUCTURES' CROSS. SECTIONS .7TRIB (Eini)=: )i AWACENT DECK CLEAR SPATE e- RICHT COVER DIME1ISIfk�tS: 53.3' SOLIDPA:NELSTRUCTURES: OURAKKIGANU T6 PA!J.:htF.%L'.RUT.SPANISMID + )i ADJAC04T DECK CCUll - SPAN P LEFT B: SEE E SHEET S4.S FOR COLD, Il FROBLES. 1'Y� AUM FASTENERS 1018 (61LDO-)i AD.IRCENT DECK CLEAR SPAN C. SEE SHEETS 9/57.2 AND 53.xx.x FOR TABLES, POST SMI\G. S4.1 •SOLID PANEL STRUCTURES:8EALSPROPILES &4.2 -SOLDD PASSEL STRUCTURES;6W&PKOFILE5 F. THE RATIO P/L (COVER PROJECTION OMDED BY COVEP. LENGTH).140T INCLUMUG DECK D::SEE SHEETS'.SS.x AND 57.x FOR -POSTS. CO\[" CT10N5 .� OLTddLS_ 54-3 •SOLID PA14zL.SiRUC7L1REs:C.OLUhfIJ:PROF ILES IIG, SHALL NOT SE MORE TF+17I 2:[5 YfNEII 1i5!iE•0 DESEGIJ FOR S4A-SOLID PANE LSTRUCTURES:fA51FBERSPROFILES ATrACHILI FATIO AHE .RATI FAT10 CCIVFRS .5. r"4UIJDATIOH3' 54.5-ZOLID PANELSTRUCTURE5, CONNECTORS G. THE RAT!D P/C (CAR :PFC01ECiiGlf DrViO£D BY COVER LEhfG1FL) CRIi BE UP TO 4 0 S4,6 =SOLID -PANELS TRUCTURES:FAN HP -.IA DETAt.S %NEN Lr5,-NG COLUTA14 ti140 FOOTING SIZES AS IF THE COVER WAS FREESTARMIG,; A. SEE SHEEI`S' S7.1 A.HD $7.2 FOR COLUTAII COYNECTIOIJ TO.FOtJI<O,TIAE. 55:1=SOLUPANE LSTRUCTURES:SPLICE.CETALS B.. SEE BEAN`>SPAN TABLES ON SHEET 58:xx.x FOR }.IH� IMU16 FOOTING SIZE FOR PATIO SB:I - 5CLIO PAN=t STRUCTURES: ATTACHI.IE.W TD MSTtic BU8 DVG a. BUD . O� COVER SUPPORTED ON CO, CR_fE £COMIG, WED'ON BEALF SFQ? SELECTED. SG.2 =SOLID PANE STRUCTURES: 0OVNECTI I DETAILS C. C. SEE S7.1 FOR ALTERNATE FOO.T.ING:SIZ€S, Sa`.3=.SOLIDPANE LSTRUCTURE S:CONNECTK*DETAILS _ SPARS.r. =SOLID PANEL STRUCTURES: FOUN{3A7TDtiUElA6-S ,;r�lil..lfb]aWUI1 c R1 C3SUIlrD S.TRUCTURA14. SA MIACH PXNEL�F!�C1F SEE R S!tPPORrEr1.4,�1 iA9 Cir S ST CTvizi s:=our,D,tT SPANS SS.vr-x- SOLID PANE LSTRUCTURE S: 8EAKI SPANS A140 FOU14DATION 5VE6 xx .C.-SEE .SHEET S2.2 FOR. REDACTION OF SOLID M-M MAMUM SPAN WHF34 DES!0$I1P1G FOR PSF LLISL, 90 r:PH SIL94S' LO.w. G9.'1- ADD R;OIAiSTATE LICENSURESTAMPS 0. SEE SHEET S3-2 FOR CONNECTION OF SOLID COVERS TO SUPPORTING WAMS. E. SEE SHEETS S3.2, S6.1 MI] S6.2 FOR CONNECTION OF SOLID COVERS TO (E) F,3UEL iNa.. F. 1,lI#1IUUU SLOPE OF SOLID DECK CMRS TO BE PER S3.2. rr uiunnru e:nr_ mr rxlnecaii c to P7 P;:p cures -a;) -- SOLID PANEL STRUCTURE TYPE B: ATTACHED MULTI -SPAN WITH OPTIONAL CANTILEVER 24s5 RkLOoAP ST. CORONA, CA 92880 951.736A50O DATE SIGNED: June K:2019' kv TC. 26030 ACERO, SUITS 20D R915SIQN VIEJO. CA 92691 °99.305.11501 FAX.949.305.1420 !q�n� lY! 0 ES L TI.I UPIRES ON: JU1•lE x 2420 t. t*X I LATE DZGGPJPTrC-1 4 STEL Tq i A - DATE D1ghi:N BY U-sco4 [APMO 105 SOLID PANEL STRUCTURES: TYPE B S1.2- ac r Q12 0 N • SUUQ ROOF PANEL 'SEE UOlE'2 r I � - gE MOTE x SOLID COMA COi11rECTilki ,LOPE m TO 13MV. SEE NOTE 2 i m ,6w W W i COL. 11'P w SEE 1141E S ERT 13F AU p SEE NOTE 3 EF'A:.CLEAR SPRH LENGTH 't~ .SEE 1101E 1 O11 VOTES: 1. 04-liD cOVER DfliE11 fOtds A SCE DESIGN .A5SU11PTI011 4 O r G0.1 .FOR PAT10 :COVERS C0;1„ISTIN6 CF $QL1D COVERS AND lATna .FR7+1dIYc. B. HEIGHT OF STRUCTURE 'H' (TO TOP OF COVER) Si41 L NOT BE OVER I FT, C. UEAV 04:91HANG 'DID. SHALL NOT EXCEEO 25% OF SEAI+ S AwACE1r'f CLr-w SPfdf. EXCZnl D1r: NO OVEJ;!, IC ALL96M At I DEWS CWWE,:TED TO SIDE Or COL. D: SOUO C41'2R OVER M,'11 'DH' SHALL NOT UC££D 25F OF DECK : D.R Ifs' :S9UD COVWS ADdACEIV CLEAT SPAN, (OR 24- MAX. AT IRP, iSa-UCiLI'ER IS LESS). E TROUTARY P11DTH.AtE AS SHD674 ON PLANT • TFOB (R--d)- }Z ADJACETri DECK CLEAR SPAN '@ R IGM7 + DECK OH 1� LE17 2: SOLID COVERS A. SEE. SHE T:53.1 F ,: O S3.31 1 bqR DECK PRO' AND ldzAI UM SPANS: B- SEE:.SHHEET.S3.2 FOR DURAPANEL INSULATED .STRUCTU,RAL.S.NAD'VACH MEL$ 140AW14 C• SEE. SHEETS2.2 FOR REOUCTIOr OF -SOCK COVER IIU,EIFU.1{ 5IFJ;'1'iHEi DES1G1rl FOR SUM LDLDS: D: SEE SHEET S3:2 FAR WNNEC110111 ;OF SOLID COVERS :T.O SUFFORTING BEAMS; E. SEE SHEETS S3,2� Ss_T ;A};p 55:2' FOR GQ1iNECT101r OF $OUD `COS'`tRS 70_ (E)' 6UiLDliiG F. M NIIMUTA SLOPE :OF SOLID .OECK C' FIBS TO BE PER SHEER- 531, G. MINIMUM SLOPE .QF OUPAPANELS TO 9E-PW SHEET' S3.2, CONCRETE FTG, . SEE NOTE 5, T1'P $ ISOMETRIC VIEW 3137'-lw 3. BE4cr5 A. SEE SHEETS S4.1 & S4.2• FOR BEAN :PFGFILE& J: SEE SHEET S4.6 FOR FAN'9EW, WHERE OCCURS. C_ SEE 'SHEETS 9/57.2 AND S&,xx,x FOR MILES SHOWY I!AMMLIFd BEk!1, SPANS: D, SEE SHEET S2.2 FOR REOWPO+1 OF SEW IWIS!011 SPAN WHEN DESIGNIHC FOR Suva L%D% E: SEE SHEET S6-x FOR BEAM COMIECTIONS a& DETAILS. F. SEE SHEET S5.1 FOR DEW SPLICE DEF►JL WHERE REOUIRED. 4: 40LUA!HS: A- SEE TABLE 1. Oil THIS SHEER FOR''1,0411,11WA hLl`,'.SER OF POSTS REOUIRED EASED O>. COSIER DUATUSIORS. B. SEE SHUT S4.3 FOUR COLUMN PROFILES, C. SEE SIEUS 9/S7,2 At-'D Ss.rx:x FOR TABLES SWVffiNO. 11h7 MU1A POST SPACM. D. SEE SHEETS SB:x kM S7.x FOR. POSTS CONIIEC110!15 A DEtAU. 5. FOUNDATIONS A SEE SHEETS -S7.1 AND -57.2 FOR COLUM.14 CONNECTION TO Fb1JNpATja4. B. SEE rFFW SPAN TABLES. GO SHEET . Sg=.x FOR MINRIUM 0911119 SIZE FOR •PATKI COVER :SUPPORTED. ON CCa400L IE FOOT11101. CASED 0*4 SWI .SPAN SELECIED. C. SEE SM FOR ALTERNATE FOOM6 SPIES, H TABLE ANUM ElEft OF POSTS R7ECILIIIRM A 77ACIOA IT Wr PP R VAR 7 i✓ MA 2 % f%Sx =2 SIDE PLATES (SIDE PLATE TYPE SP3) MIS' W14Q- Q AND WfDrli .I= 11in 1203 , 124C 1 1339 13017' 5' 2 2 2 3 3 3 E 2 3 3 3 3 4 T 2 3 3 6 9 3 3 4 1 4 3 i 4 i 4 5 5U 3 4 4 5 3 6 4 4 4 5 5 ¢ 1i 4 5 5 S S 7 VATHticS.3x QW2SIDE PLATES (SIDEPLATE TYPE SP4) THIS Y?. PEED' RD EXP UR va" 111513 1iDC 1205 1 IM 133D 1vr_ 5' =2 2 2 ] 2 3 S 2 2 2 3 3 3 7 '2 3 3 3 3 -4 8 2 [ 3 3 e 3 4 9' 3 3 3 <. A 5 .iD'. 3 4 i 4 -5 11' 3 4 ,12' 3 4 NOTES.' I. 140,41BER EIP POBTS SH0, r11 IN THIS TABLE,1S A•I.'i1t;l1[U1.S..APD POSTS ASR?dUREDTO94SVRE•THATT-A- !MAX POST SPAC!RG SL431 (SPAI1j'SHtWNO,`7 SHEETS 88au.x S 1:6T EXEEDED. 5 2:THIST.j6LElSTO6ELFSEDMC. hIffY'1TJ11Y2filiD_T`AIL3!56:3 3; THIS TASLE DOES 16T.APPLY iF 7HiE 610E PLATES ARE PAMVJbEd FRR'.4ES11 41tT -4 PURPOSES 4N0-TW SUMA M WI14ECTEDTO THE O WIAN MECTLY PER DSS-3 OR W".A BRA' iXET PER 11$4.5 Z 1158 3. A TABLE 1 - MINIMUM NUMBER OF COL. REQUIRING TOP ATTACHMENT PER 3158.3 SHEET INCEY -SOLID PA145L 91-RUCTuggs-T'YAE C GD.1-TTfLE.SHEET, DE;MN LOADS, GENERAL NOTES G4.2: tAPM0 APPROVAL &I.3 -.SOLID, PANEL STRUCTURES: TYPE C S116 • SOLID. PANEL S*U.CTURES:IRLSUTARYMOTHS TO SEAMS $2;1 - SOLID PA14EL STRUCTURES -SNOW LOAD DESKi1�b NEED TO C014SIOER 1)RIFTAND 8LiDWG DE&Y,N S2 2 •. SOLID PANEL S7FOL16TURES: SNOW LOAD DFSiSKw.SPA H'REDUCTIRN FACTORS DUE TO DRIFTAND SLJOING S3, i F - SOLID PANEL STRUCTURES: rREESTAIJU.L`,G COVERS 1-1WT.101.1 SPANAS. AND 1.1XVA.UM FASTENERS S3:2 - SOCK] PANEL STRUCTURES: CROQ-S SECTIN45 S3.3 - SOLID PANEL STRIUCT,URES- D'AAKNG AND T5 PAN :I.".. MUM SPA2 . AND 1.1l ,1AU1A F.ASTE14ERS Sd.I -SOLID PANEL STRUCTURES: BEAM PROF? ES -S4.2 - SOLID PA14ELSTRUCTURES: BEA41 PROFILES 'S4.3 • SOLb PANE L'-STRUCTURES: COLU.-AN PROfLES $4A- SOLID PANEL STRUCTURES: LSEAi13ERS FRCr1LES 54.5 - SOLD. PANEL STRUCTURES, 0ONNEGTORS S4.6 -SOLID PANEL STRUCTORF& FAN HEMS DETALS 55,1 - SOLID PANEL STRUCTURES: SPLICE DETAILS SS..1'-SOLID PANELSTRUCTURES: ATTACHE:ENTTO. EXISTiNG-0U1LDING S6 2 - SOLID PANEL STRUCTURES:-CCNNECT ON DETAILS 86.3 -SOLID PANEL STRUCTURES- CONNECTION DETAILS 4&7:1-SOLSO PANEL STRUCTURES: FOUNDATION-DE4A _ ST2 - SOLID PANE L STRUCTURES: FOUNDATION DETAILS •S6 CU• SOLID RAREL STRUCTURE$: SE:A1.S SPANSAND FO.UNDATON 5VEs 'PSF LL(SL, 14IAPH G9.1 •A00MONALSTATE LICENSURESTAIAPS 2485 RALROAD ST, CORONA, CA 92880 951.736.4560 DATE SIGJ,IEp: Dime D4, 2D19 26030 ACERO, SUITE 200 1, FISSION VIEJO, CA 92691 949.305. I§O j FAX 949.305.1420 IApM 0 ES T tS EXPIRES 60- DUNE 30, 2020 Rc-M5.r,k7S L_xR7i ofi7EI -VESC'R•?wp ..1 4TEL ass mz-.p DATE D"rtJa+=3. DRAW: I BY CIA C!2ma ros 1APM0 195 V 3'. A SOLID PANEL STRUCTURES' TYPE EC SOLID PANEL STRUCTURE TYPE C: FREESTANDING SINGLE SPAN WTH ❑PTIONAL CANTILEVER I I 1 -3 n a I BEAM CM SPAN i BEW .CLER.SPAN TOTE I '#z} LENGTH 'L' SEE NOTE : T I { I s010 'caxI4ECM+ �' J - TO BFh'I. SEE NOTE 2 COL, Zap i SEE MOTE A w - {` o ;. 43 w z o ton 1 -� c PLAN vIs~w - - NOTES: 1; PAng MjE FmLysw_, A. SEE.DESIGN ASSUMffK.W 4 OI! G0.1;FOR PATIO COrrFiS CONSISTING OF :SOUD COVERS 'MD LATTICE /RA.'JB;G. 5. HOGHT OF SAUCTURE `H` (tO TOP OF CANER) SHALL NOTBE OVER T2 FT: C. WAM OVERHANG 'OH` 59-L4LL 110T EXCEED 25X OF BEAT.?S A&MMIT :CLEAR SPAR. EXV-PTION- I'D OYZF kNG ALLOWED AT T E£ARAS CCURECTEO TO SLOE DF COL D. MUD CL'M OVERfWfG 'OH' .SHALL NOT EXCEED 259. OF DECK OR IRP SOLID COVER'S AOJAC9fT :CLEAR SPAN, (DR Ze WAX. AT IRP; WHICHEVER IS LESS). E. TRIBUTAgY WIDTH ARE AS SHO 11 ON PLAN: a 9 (Bsxi)= Yj ADJi,CEtr DECK CLEAT, SPAN @ FdGlii + DECK OH @ LEFT M (EN)= Y ADJ,fENT DEN CLEAR SPNI 0 RIGHT +.h A0.'ACEIIT DECK CLU> R SPAN C LEFT 2. SOLID COVER Ai SEE SHEET SlIF AND S3 _: FOR DECK AROFILES AND HAKlIjUV' SPANS_ .HSE . E SHED S3,2C FOR' DURAPWEL INSULATED :SIRUCTLIP.AL.S# OViICN :PA ,ELS 1w[MuIl'., G. SEE SHEET S2.2 FOR REDUCTION, OF SOLID CO%LR FJ.AaIK'UI,S SFAK WHEN DESIGIONG FOR silbw! LOADS: D. SEE .SHEET S3:2 FOR CONNECM4 OF SOLD COVES TO SUPFORTl4:G 6EN45. E. SEE SHEETS 53.2, S6.1 &S6.2 FOR CONNECTION OF SOLD COVERS TO (E) BUILDIRG, I- 441 tiIMUM SLOPE OF SAD tFfYLrCO RS TA ar RER ewer ci z G. milw4va SLOPE OF MRAPAvILLS 10 BE PER SHEET S3.2, SOLID -ROOF PkAEL S$E NOTE 2 -EDIT. SEW 01�.7 SF.E 14TE 3Ito ' NOTE 3 r LCONCREFE SW. CONCRETE FTC,.. SEE NOTE 5 SEE I,'OTE S. TYP (� ISOMETRIC VIEW aj32.1,-, TABU 1 IA5WALIhi k hiSER OF POSTS. REQUIRING ATTACHIAENT PER''3/58.3 FVfiH lx'S-Sx.Pw2 SIDE PLATES +1 r%PLATE TYPE•SP3I Tale W06SPEED.MDEVOSURE WIDTH 110 it 12M 126CF 1:Q3 I= 3 a 1 3 .G 2 .3 •3'' 3 3 4 - T 2 .3 a 4 a a 8' 1 3 3 .3 4 4 5 0. 3 4 -4 4 a s 1U 1 .a :4 4 AI' •4 <i '12' 4 S s s 5 r 6VIITS 2 x 6.S x D.D12 S1C E PLRIE S SSL-E PLATETYPE SPO TRIR 9;D.SP EDAND UP09URE I'AP* 1109 1 119C 120 1= I iM3 save ,c 2 2 -2 z T 2 3 s 2 2 2 3 a a T 2 3 3 3 3 4 65 '2 1 3 4 3 i S 3 3 4 $ 'l7 3 4 4 4 4 5 11• 3 4 4 s s a 12. 3 4 '4 I{OTES: ll. III IM19ER OF FDSTS'skowu I:I THL3 fAELE-1s.A Ltimmu-m.'ADD POSTS AS REQumDTOEY,SURE TMTTHE'MAXC MTi SPAL!'_G ISPAli1'8F^A1'+IIOltS itussaxr.x i4I:C7OCEEDED. 211WS TABLE IS TO 9E USE4N'=-UUTIO TOR vv{TH CS TAT 3.95 3 .3: THIS TABLE DOES NOT APPLY IF TbE SIDE PLATES ARE PROVOED FOR AESTHETICAL PURP0585 AND THE 3EA'.S 1S CONNEC�.-.O TO FKE COLt Mti DiRECTT,Y PER 21S6:3ORW FFH A BRAC F;ET PER US 4.5 a VSLR3. A TASL� Z - MINIMUM NUMBER OF COL I�. COumwd TOP ATTACHMENT PER 3/5E.3 3. SHE ETNDEX - SOLIO PIANELS`iRUCIURES: TYPE 0 A. SEE SHEETS S4.1 & S4.2 FOR 8-4'A PROFILES. GO.1 -TITLE SHEET, 0ESIGN LOARS,.GENERAL NOTES B. SE_ SHEET S<,g FOR FAR BE>:„ AltRRE OCCURS, C0.2-"M,0APPROVAL C. SEE SHEETS S/SI;2 AND SR.xx.x FOR TABLES SHOh114 VAXIMUN 8EA'A SPANS, S 1.4 .. SOLID PANEL STRUCTURES; TYPE D U. SEE SHEET S2.2 FOR REDUCTION DF BEPA IWIMUM SPAN 1SREl7 DESIGNING FOR SS.5-SOLO PANEL STRUCTURES; TRSUTARYVMTHSTOSEA FJS. SN96.L0AD5. S2.1 • SOLP PANEL STRUCTURES.SNtWhILOAD DESlGMI NEE0T0 COTIS1DER E. SEED SHEET S6:x EEA?? GONIiECf1DNS �Z' DFIA'LS: L}l2IfTA+ND SLIDQSG 0ESiG3J .FCkt F. SEE SHEET S$,1 FOR BFAIA SPLICE DETAIL WHERE R_QUIREO. 52;2-SOLIDPAN'ELSTRUCTURES..SI U?O LOAD'C1ESiGit;5FA1 RE0UG70IJ. FACT4R5 DUE TODRIFT AND 8LI0I1G S&IF-SCLIDPANELSTRUCTURES:rRE8STA1,10IN'GC_OVERSMAXPl.liMSFANS. 4. COLUtINS AND hill4sSUM FAG TERERS S3.2--SOLJDPANEL STRUCTURES.: CROSS SECTIONS A, SEE TABLE 1 Oli THIS SY.EEF FOR I.'JN4-, Utk NU EER OF POSTS REQUIRED BASED Cl: $3.8- SOLID PANELSTRUCTURES: DURAKIIaG AND TS•FAh1 h3AkR.SU.M:S?AHS AI D COVER all:ET45II:82S. f�Ti�,'dLF1A FASTEIiERS 8_ SEE SHEET 54..3.FORCMUYN•.PROFILES. S41 •SOLD PA NELSTRUCTURES:SEAM PROFILES G: S,EE: SHEETS 9/S7.2 , e�%lD 58.xx.x FOR TABLES ::SHO' (NG I.'PAVU61 POST. SPACING. $0 • SOL1p.PANFL STRUCTURE 8: SEA!d.PP.CFRLES D. SEE%SHEETS SS;x AND .S7.x FOR POSTS .CONNECTIONS & .DFTAILS. 64.2 - SOLID PANEL STRUCT.URE8:C01.Ut.SN PRCFLES 54.4 - SOLID PANE L.STRL'CTLIRES: IAETAASERS PROF LES �. FOLINR410N15 S4•.5 • SOLD PAIVEL STRUCTURES: CONNECT.GRS S4,0 - SCUD PANEL STRUCTURES; FAN. E EA fA 0 ETAILS A SEE SHEETS 57,1 k@ S7.2 FOR COLUMN CONNEMON TO FOUNDATION. S5A=SOLID ?ANEL STRUCTURES'SPLICE DETA:U B: 5EE.SEAj� 5PA6I TA$Lc'S ON SHEET S13:xx x FOR,AlINlIfUTA FOOTING SIZE FOR PAi1O S6.1 • SGLD PMEL STRU.CTURES;:ATTACcH:AEYTTO EXISTM 8UILDNO S6:2 - SOULS PANEL STRUCTURES_ CONNECTION DETAILS COVER 'SUPPORTED ON =,CRETE FOOTING, WED ON 6~f,;l SPAN SELECTED. C. SSE S7.1 FOR PTERr-TE FOOTING SIZES. S6.3 - SOLID PANEL STRUCTURES: CONNEGTIC14 Dl TA3LS - S,F-y" lRlti a R@ -5- - 5^:2-:SO�L0 PANEL STRUCTURES:POUNDATLON DETA I` S 69.xxx-SO.LYD PANEL STRUCTURES: BEAIM SPANS:A;ND FDUN DA;TLIaN SIZE) X% PSFLUSL, W MPH G9. T -A D DITIONAL STATE LIGEN8URE $ -m�4:?S 7rr- I . III 1T! I `. 2485 MLRO/0 ST, f CQRONA,'CA 92860 951.736,450 Ili DATE SIGNED: June 04. 2019 A,&W A .. 26030 ACER%SUITE 200 NVI VIEJQ,.CA 92691 s49.305.1150 I F9 949.305.1420 A . V ES Ti4 EXPIRES ON: JUNE3p. 2020 f REV'isloms t:�n5'. DATE CcSCiU?Ti�7 4 87EL JOS € C.4p2.3 cwv,10Y CtS ]AR10 '195 V 3.1 SOLID PANEL STRUCTURES: TYPE'I3 SOLID PANEL STRUCTURE TYPED: FREESTANDING NIULTI-SPAN WITH OPTIONAL CANTILEVER ' 1RIM9ARYY IQTHTA6fz(FT) -- CH CI EM SPAQ (Ft) (FA 5 7 8 9 10 11 12 13 14 .1S- is 17 18 19 20 21 Z2 2i 2a 0 10 M 40 4.5 5.0 5.5 610 6,5 7:U 7.5 `8,0. $t5 .9.a 95 I0.0 10.5 i:i.b '133 22.0 1 co 6,5 5.0 5.5 6.0 �6.5< I M T,5 &.6 $S �;�o �3.$ '�10.6' `IU' 1'1,0. .11,5 :2.0 NP• �NP 33 6.0 65 7,.0 7.5 8';b as 9.i7 93' . 10,0 10.5 11.0 11.5 12;0 f/? - •U'P NP: � NO •� -3 T @tillSOS 11:0 11.5. =120:. P 7 k 2.0 .7:5 :R,O 85: 3:0 9.5 10`0 103 1Y.0 ]SS Y2�0 'T:P. 'RAP rm r"P ter? 4�P Nip RP 5 S.0 B.5 4:0 9:5 to 10:5 110 1b_5 ':1:2'A F;P' NO NO NIF fJA- WP. 1�P A7 f�F !!P N? - f OT FERMI WE 0 - SITE S9 EW F f C FJ161 UEEENNIG REQUiRtM ROUND UP TitliMARY'. 0* AS REQUIRED-10 USE aifGNTAB EE5: 'fd0�..TMuTkRY Ok m.ULTIPLE sms IS EovAL 'tQ CEIliER SiaA!� TO.CE7iiFR $?A!i 2485 Rf LR4AD ST, C�ftQM, CA 92880 251.736A500 S 5$ 5 DATE SICKED. Jane 04. 204 =30.ACERO, SUi i E 200 1 MISS1014 1hEJ0,.C4 9269.1 9493D5: H -01 KX M.3.051420 iAPM. ES EX2IRE8.0: JU14EW; 920, tic"Yf'a m }:MK I. -DATE I DESMIP.TiVA 4 59FL .'j3 A `Gt?i:YZ WE fAls5dllB 0CMWN 3Y OA LxtEEkLEFI LIM IAPNIQ IS 5 V`3.fi ;'SOLID PANES STRUCTURES: TRIBUTARY NIDTH'T0 SEAMS (1) 1:0-16 TEKS OR SIAS Ar ESL (4) TOP 1-LUM ATTACHIMIS Tv BEAM B I OR TO WALL MGM SEE NOTE 2. - S 24' X 2-1/2' TRI-V PAN ALQ4. ALLOY 3004-FI3B JAUK ALLOY =4•438 G tO. (I) . }.t>-T6 'fLTSS. OR .VAS AT Fly (-2) 0.35" 0:25" TOP. FLUTE ATA.CHIABIM TO B1 .0 'd {2] 1.a 1.8 T.EK3 4R. 5'JS TO WAL WOERS, SEE NOTE 2- 0.40" c EA S] 80TTo" FLUTES O.4D' Q,SS' 77" {3 +, (1). 110-16 TEKS'OR S.PS. -4A35 o FO EA, (3) BOTTOM FLUIES OW U.40" o i a T. N. N 0,35' l0375` EO. ESY. ER. Q:375' . r°'i 4.50' L 4.50' 4.50' 3.D0' c 0.75` 24.WY 6.Q0' (iR B,QO . 6' OR 8-.X 2-1/2' FLAT PAN TABLE 1A-ATTACHED COVERS MAXIMUM SPAN FOR 24" TRW PAN LUGSL T(1Nj WtND SPEED ANDU. PO8URE ItO B 11DO 4208 1200 -130'6 :1°?C 0.0.13 10'-3• fa-3' to-- ia-3" 1a� ga^ 10 0,024 lVW 1*W. 12'3" t7-3' 12-3" IT-3" 0,032 W-7 If W 14'3' 14'-T W-V 14=3` 0,010 &-4' 8'4" 6 4' 81-4' 8'-4' 8 4' 20 0.024 17-1' ' la-l' W-f" VIA' t0'-1 10=1" 0.U12 12-T ITT ITT iZ-v iv-T- I2'-I' 0,018 7'-37 7'-3" 7-3' -r3" 7'-3" 7.:-- 25 .0.024 8=g' I 8=9' V-6- 8'-9" I T-9- 0.032. 9.8' I9d' ",-a, v-8", 9ti5 9'S< 30 0:018 5-7' 6'=7' 6-T 6'-7- 1?,02A 8'$' V-3' 9-3' 8=5' 8"-3: 8'•3• O:o32. 9-1" 9.-1 T-:t S.:1" 91-1' 1 g-t" TABLE 2 - MULTI SPAN REDUCTION FACTORS ROOF PANEL TYPE- ROOF LIVE CROWD SNOW, LOAD Clpsfj 10 20 25 30: 40 50 24 X 2 1l2x:0;0if 0.85 CY-0 6.65 I 0,65 - 24 x 2.112x 0.0241 0.90 0.0 A70 6AS { z4x2�1)2x'OXG2 :0:9a 0:88 - - OTHERS - - - TABLE 113 - ATTACHED COVERS MAXIMUM SPAN FOR 6 x 2-112 FIAT PAN LUGSL f(ii}: WUM SPEED ARD:EXPOSURE Tf08 110C 1208 120C: 1508 130C G.020 i4=7' i4'-: i4-T' 7.4-T' I 14'•7' 14'-7' O:D24 16=10- 15-10' IS'-10- 16'-10' 15=10• 15,40, 10 0:032 iB'0' 19-D' 18'-07 la-0' 181-W 18'-0• 0.040 1'3 -0' 1J•4• T9 4" f9.4" 19"4" 19 4" 0-020 12'-1- 1z-1" 12=17: I21- I 12-1' 1z-1 20 O.G24 1 53`-s" I7$' U-3 l3'-3' IT-3" lx` a' 0,032 15-6" 15'-6' 15'-0' S -E' 15°-0` 18-6 D-040 16.8' -161-F 16'$" 19-8' 16`-8' t6-$' 0.020 10';4• 10'-4+ WO P .1"' 10'-4' 10`-4' 25 0.024 . 11s1' 11' f°' Il%il l.t•--1' 11-1' il'•i` 0-032 12=1• 1Z-1' I tL'-f" 12=1' -f2'-l' 11-i'. 0:040 AY-l" 13'-1' 13':l-' IT:I- T 1V-1" 13'•1" 0.020 9-9" 9`-9' 9-9' 9'-4' 9-9' 9'-9' 0.024 1 V-4' I T-4` 10`-4' 1 V•d' 10.4' 174' 0,032 IV-4" 11' 4" 1 V-4' S l'-4' 1.1:1'4"' 1 V-4' D.OW 17-3` 12' 3• Yr-o l2`-3' 12-3 0.0<U T-0" 9'o- I 9!-0' 9-0" 9'-0" Y-X d0 0.024 5b" 9'-Sl _ S'-n 3'y' 9'-� 9'6" 0.032 ;10' 4' 10'-47 1 V4" 10'-4' 17-4' 1 U 4" 0;040 1:1'2' -1t'-2' 1V'2.' il'•I' 1l'-2' t1`2 ED 0.020 9'4' 8'-3' 8'-;1 81-V 8-$' V-3" 0 024 S-91 8'-9' 9-9' T-9" S 9" 8-9" 0.032 9'$' 9`-0' 9-fi` 9'-9" -8 V 0:040 10'-4" 164' 10'4" 1 (r-4' 10'-4` 1 Y.-- WT=_S FOR 0FgKATfAciWEw7O SUPPORTING SEAMS AKID WALL KA14GERS: 1 • A HINIUMATTACi MENTOF PAILS TO BEAMS IEXOEPTIBEAi.1 PROFILE 81) S1?4LL 5F-liA0E W1TH (1) QR.(2) #10-16SMS OR TEK SC ZEW AT SACK BOTTOM FLUTE, AS.SHOWN IN DECK PROFILE AEOVE. 2 - h1II3A1UfA ATTAC4iEt4TOF PANS TO BE AI.1 FROrfLE B1 51tiALL 5E [: ACE WI3ki [+.j OR [2} r1a•76 St,15 OR TcK ECRE4Y'ATE�OH EOT OF.1 FLW, ARD {i].'u16 SA1S OR TEK SOWA) AT EAACA TOP FLUTE, AS Si-i.'!1' 4 IN MB * PROFILE ASOVL. 3-MIMhWh1 rtTiACl�t .ENTREQUIRE 1.1ENTS A50VE DONOTAFPLY TO OUTTcRS OR C-SNA ED DECK CLOSURE PL=.TES TI:ATARE I40TUSED AS 8EAJAS (NOWSTRt7:7LkR4Ll1ET.'.Brms NOT C-ONNI GteD. TO COLWANS AA'D WSTAL+LECAT THE END OF AN OVERIMANG OR PARALLEL TO THE DiREECTON OF THr: Or:m] 4,WHE14A'i <ACF:KG TO SEAMS 69. elO.616, B16OR 81S (DOUSLE MEI.1HER5);AT ACHi,1ENT CAN 5E•IrLAtE TO EITHER F:1EIJ5ER OF 1HE. BEAM. GOT SHALL BE EVENLY SPUT 8ETWEEN THE 2 MEMBERS). TABLE 1C-ATTACHED COVERS MAXIMUM SPAN FOR 8 x 2.112 FLAT PAN LIfGSI TIIN] M0 SPEED AND ! OSURE 11013 1•10E 120B 120C I I3AB 1 IA 0.020 i2-.6' 12'.6* IZV 12-6' 1 12';r tZ-V 0.024 13'-7' W-7' IT-7' 13.7' IX-7' 17-7' TD 0,OS2 15'-7' 46.-r- Wl' 1&•7- 1V-7' 18=T D.040 1 174' 1-P-4' IT-7' 17.7' t7�7' 17.7 0.020 1 10-2- IV,2' l0'•2' 10'-2" f0.2' IF2-. 0.024 1 il'4` i'.` i' li'-4' 1t'-1' 1V•4' 1Y-4' 0.0 2 1�-0' lfo' 13'-0" 13'4' 13-01 O.D40 14=n W-W 14'-5" W-6' 14'•G' T4=s 0.00 Y-9' 9=9, V-9• g,g' I 'J-9• 9'-9- 0.024 1G=4- W 4- IIY4- 144' 1 10'-4- 1.7-4- `� 0,0"s2 11=a' 11'�• mi" 1f••4' 1V-4' iP-4' 0.040 12' 3- 12'•3' I 17-3' lZ Y 17.•3' lTr 0.020 9'3' 9-a, 9'-3' S'73' 93• 91-3" 0.024 3-0' 3'-3 8'=9' 9=9' 9*9' 9.9- 0:032 W..9' 10'-S" io-8" . 105" l0 9' 1Cf 9 0,040 I l l-7' 11' T' T 1'-Y 1 P-7' 11'-7' 11-7" 40 9.0?0 S'-3' A' -I' 8`4- W-4- t-4' 6'-4" 0,024 S'-0• 9=0, V-0' 9'-Q" 94T 9'-0' 0:032 -9'-T 9-9' 9':v V-sr °'-0" 5.9' 6,040 1 i0'-7' 70'-7' 10=7" 1Q-7• 1D=7' Sir-T' 0.020 7'•6" 74•5' 7ti3' 7.6- T'•$- T-V 0.024 8-$" 8'-3' 8'W 6'-3" 0-3' 8'-Y 0:032 V-1- s'•1" 5•t' V 1- Y-1- 9'-l' 0,640 S:•9' 8-9• 9.9" 9-S' I Y-9' NOT US I,iT$ 2485 RAILROAD ST. CORONA, CA 52HO 051.736A500 .s 5885. 7 RATE SIGNED: Jena 04,1819 L -4- Z.-Tff- 2CO30 ACERO, SUITE 200 WSSION VIEJO, CA.926S1 949,305,11.E I. FAX 849.305.1420 P Mo FS Thi EXPIRES UN: JUNE 30.2020 �11s14':s f.kRK I DATE 'i]c504PTr0�1 4 SMLjoe:. DRM olf.- J 1 a DRUM V •C51. MGM lAPM0195 V 311 SOLID PANEL STRUCTURES: ATTACHED COVERS MAXIMUIvf SPANS AND MINIMUM FASTENERS__....- 3x1A s-!8 TUS OR SMS A7 FA (4) ACtRAEi[5:70:L3r: M E1 R 70 15A! L MRGER. SEE NOTE 2. - II �_ cr 24' x 2•-1/2' TRI-V PAN ALUTA. ALLOY" 3004-FI3S {Z} .� 15 TEK5 OR SYS U.25 0.ia' a Q Ira-1a {-33 20TIOm WES 0.4a" 0,35`• Oa5"� 4.50." 4.50" 4.50" 3.00" 24,Dtifl" TABLE 1A - FREESTANDING COVERS MAximL►NI SPAN FOR 24' TR] V PAN LUGSL T40.:024 wNDSP6EoK"-0 oS RE 1eB 11oC 1202 #20G 1308 I= 9'-0' I 8'-6' 8'-7' 8'-1" V-2" T=5" 10 0`•4" O=9' 9'-9'92" 9-T 8;T' ZZ=2' 11,43, -10=8" 20 0.018 1 T-9" T=5' 7 -F' 7-2" -7-2' fi Ao" 0,024 1 V-8' B-.S' 8'•9' 8'-1" $-1" 7 9' O.On I i0'-9'. 0.018 7�s8 7-4' T-4' r-1 25 0.024 8!�S- .8,C 8'-5" 8.1" E-1" Tv 0.032 10'�6° 10-T 10'•2" S-T I7-8' 9'Z 0.018 7"-' T•V' 7'=o• 6%9" 5'-10' 6'-T 30 I 0.024 W-3" 04' 8-0' T-90 I 7-T 7'-5", 0:032 I S-M! 9.6 9'-6' 8-i" 5:2" 8'•:i0" TABLE 2 - Tl4ULTl SPAN REQUCTON FACTORS ROOF PAREL TYPE ROOF UVE 1 GROUND SNM1V LOAD Oast} 10 20 2F 30' 40 50 24 x 2-1!2 x 0.01 0.$5 0,60 0,65 0,65 - 24 x 2-1►Z x O.o7 0.90 0,89 0 70 0,65 124 X 2-IQ x 0,051 D, 9J. 0.88 OTHERS I - - TABLE 18 - FREESTANDING COVERS MAXIMUM SPAN FOR x2-112 FLAT PAN LUGSL T Q14) VOND SPEED AND E7POSURE 710E 110C 120E =0 1 1308 130C 0.020 1Z-3' iz-x 173" 111•4, 11'•6" 10'•9" 0.02.4 1&-10" 14'-Z' 1W-4" 13=4' 1Z'T 171' 0.032 16-2' 15'3 15.9" 1b-0" FAV- 14' T 0.040 1.7`;6' 16"-10" 17-0" 16'-4- 16-8' 16'.T 4.020 10'-10" idY 1�3'r' 9 10" 8=5' 20: 0,024 1 12=2' 11''" 11'-8" 1i-2 11 3' V-7 0,032 14'-2' 13'-9" 17-7' 13'•0 131" 12/a5" 0:040. 15'-6" 16:Z 1S•2' 14-10' 14" c0" 14'-3' 25 0.020 10'$" IV -I' 10'-3' 8.8" 9-9' 9=4" 0,024 :12-0' :IT-T 11--7" 10.10' 11`-0' %'-6' 0.0321 14-1' 18=7" 13 $" 13.1' i3'-2" 1L-41 O:04D 1S4° V-1" IS-1, 14'-8" 14'-9" 14'-1" '.? 0.020 9=i1" 9-7' V-7" 5.2' V•4" ❑:024 1V e" 1��9" 1V-T. 10'4' . 10'-6- 9'11- 0.032 13'2' i2'� 13!-T 1Z-8' 12-T' 0.040 14' 8 T47"-' 14'-?' 14'-1" 1 14.7 ` 13'-7' 0.020: 9`-1" 5-1IT 8'4D" 8=r' 66" 8:1" 40 0.Cr24 10'-T ;5-10" 9-10- --T' SIzT 9-3" 0.032 :i0'3' 1V 1" jjp- :, cr 710" 3'-8• 0;040 1319" IS41 13fi 13'-0' 13=i" 1:0.7' 0.020 7-8" T-T' T-VI 7 -61 T-6" 7 Z, 0 0.024 6-T 8=7 N-7 6-5' 8'-4" 0.032 10'-' 10'4' 1CS-3" iIV-i 10'-i°'- 9':9" 0.040 1 V-10' 11'•.7' IT-T i V-5.' 11'4' 11'-2' NOMS FOR DECK . A71 ACAMEINT TO SUPPORTR4. BEN4 S AND WA L RANGER& 'i • MINVAUhl AITAC ME MF PAN$70 BL= AS (MEPT13EAAI PROFILE 131) smi BE 14AI3ElA�l7HSIBS QRT IC SG4EW AT EAGl1 BOTTOM FLUTE, AS SMOl's 41N DECKPROFILE.A40VE. 2 - MIN14UM ATiACHMEN T OF PA14S TO BEMI PROFILE 2.1 SHALL 9E 1,1ADE WrH (1] OR. (2) #10 S MS OR T tK SCREIAI AT EA CH;30i i.;y ELUTE, AND (.1) 910 SLJS Cry TEKSCREW AT EACH TOP ri1JTF, AS SHOWN IN OEC{ PROFILE ABOVE. 4 -.A INMUM ATTA.CHIIENT RECU REI,IENTS ABOV9.00 N07 APPLY TO GLITTERS 6R G-SHAPED-DECK CLOSiJRE Pf-ATES THATARE Nd7U5ED AS BEAA4S #4Ct4-S i Ri.Ir`7 ML L4EIdBERS f40T GONNEC-IED TO CALUi•'fI•fSi4ND INsrALLED AT THE END OF AN OVEMANG OR PARALLEL TO THE DIREC PON OF THE DECK) S- Wr4Et.L.ATMCHING TO DEMAS S9, 610. B.1S, Bib OR B19 {OOUBLEt4EMBERS1 Ai MC;iME.NTCAN BE MADE 0 ENER MEM113Ek GAF -ME BEAM, BUT SHALL BEEvENLY-SFCPI`BETwn-i 1 rzn,-rfmus7-- ALuu. ALLOY = -R3e - -1 1 -15 TEKS OR. SYS.AT EA. (2). --TOP FLUTE ATLAOHV.EftS TO.91 OR 70 IYALL WAGERS. SEE.NO7E 2. '77' � (1) J10716 TEKS OR SAS d TO EA. (3) '80Ti09 FLUTES o.ss• iT) n 0 d T '0,375" ER. E . EO:It 0.375' . o 0:75' 0.75' s,do" OR 8,00• Cr-OR'8' x l-lar FLAT PAN TABLE 1,C.- F.REESTANDINGCOVERS h7AXIMLIM SPAN. FOR S X.2112 FLAT PAN LUGSL T(IN) WND5PEE0ANDQPOSOR`e 11O B 110 0 12013 120 C -130 0 130 C 0-D20 U0 10` 10'-1" 10'-3' 9-a' S T 91•0.' 40 0.024 1Z-1" 11'-4' ii•-V S.ff•3' fOL10" 10'1* AM 14:-1" IV-4' IZ-4" 1'Z-T 12-a 0:040 35 7� _13;-1" 14'-1d' 14'-10' 14'-1" 14.2' IT4k 0-020 9-1' V-9' 8-9: V-4" &-5' i T-11" 0.024 1G-1" 5.T ff•9' 9'3" 8"-5" 6'--11' 0.032 11-10- 11`1' 11°-6" 11 a' : 111A` i0'-T 0.040 13'{" 1-10- 13'-0" 17 4:" 1Z-T IV-10" 26 0.020 8'-i1" 8'•S" S•8" 8'-3' 8'-3" T='i0" 0:024 -9`•11" 9'-7 9.3" V-Z' S-3" L-id' 0,0.32 11'-14' i1•3" 41-3- 10`-9'- i0=10- '1[74"- 0,040 1T-W 4Z=9' 12•9- f2-3' 1T•4` 14=9 30 0..D20 V',T 8-1" 6-1"' T-9" 7.14' w 0.024 9'-5° 9-1" 9-2" 8'-10' $ ii" 5�4' 0:032 11'--1" 10',9- 10'-9" 10'4 t¢ 4' 1Cf-O' 0,040 12'-P' 12-2' 1Z-Z' 11',ff tV-9' #1'•3' 40 0.020 7-3" 7-W 7.6" 7-3" T-2` 5-1S" O'024 9=3' 8'':wT 63' 8'4' 8'-.1" ! 10- Q032 JV-Z' 9"-10' 9':IW 9-T' S i" 93, E0 a.020 -6'q'- 0-5" 5-5- -5.3` 6-3- U-1- 01024 774 : T-37 1 T'-3" T-:1' T-0' S-1Z' 0.o32 51-9' TFT 8=B" 8`5- 8' 4- 8'�T 0:040 9=10•` I FV- 9.9" 9'-5' t3'-7 4-2' NOT USED 15 rf a - 2455 HQAU 5 1. CORONA, CA 92880 951336.4500 r1~�) v S 58 5 ' na\i q CAL 4N DATE MNIIEO; June 04, 2Di9 �4 20030 ACERO, SUITE 200 MISSION VIEJO, CA92691 94P.365.11501 FAX 940,305,1420 �Ap MO E5 7h1 !FIRES OR JUNE 30,.2fl20 Rcw5�G::3 '".3� Ck�E Of5r..nPTi6:i 0 51EL YJ9: W.PZ•:4 C:4ic pt UIR "tatiu4 6Y PA Cklcir:E� IIO$ JAPMQ 195 V ,1 SOLID PANEL. STRUCTURES: FREESTANDING COVERS MAXIMUM SPANS,AND' MIN110Q.N4 FASTENERS $3.1 F TABLE 1 -SOLID PANEU,STRi1C'NRES FASTENER SPACING SCHEDULE SEE NOTES 1 AND 2. PP ROOF PANEL W10 Sri AND WWURE 410 01FI-i) 120 (u.". 13O {IlW8j G 3Y • 0.024" A A A A A A 4 25 - 0.024" A A A A A A 3' - 0.030" A ;A A A A B .1:25' • 0.g30" A B B l3 B 8 0.0310"1 E3. 8 B a 13 e L,'OTE:: j) A: E" .O.C. TOP COWIECTION TO SEWS 12" O.C.. T&B (;O1111ECTION. IR 9ANGER 2) B: 4" a,C TOP Co,44ECTIOR TO SEWS 8 O.C. -[&B COIAEOOR IR MXER FASTENER SPACING SCHEDULE N.T.S. 14 S'.1S P 37' p.C. 4 IAN. PER uzH JOW aLs�If�liula s�T1+E Ja x Yi TOP & SOTTIOIX rx 1 \-EMU: Ci R7X (SEE. AW ITA WtEm; P] Elan) A INSULATED ROOF PANEL (IfiP) 1NTERLOCKIN0 JOINT NJ.& 414. S$J3 E 2' FFOM EA. END 18 x Y' MAX, AI1D CO 32' O.C. MAX Q 1? O.C. (4 MIN, PER RVIREL INTERLOCK) � - ROLL'FORIEB 41t INSULATEDJ.kOOF PASTEL i (E) BLDO. WHERE OCCURS vTERLOCKING SEWS TYPE t c O RFP � 1 r I 1 1 FIL 8 �RFP 80LU1 N SEE SHEET r4.3 PLAN VIEW . SEE srlEEfs :ss.1 ksa,x A 1r.T.s, pT=W10 D.E00RATK FASC.'J. (WOOD,. ALULL OR HARDSOSRO) j.ING iO sm.S. TOP :& BOTTOM, 1/4 TEK5 IY/ SPACING EXTRUDED R PER SPACPER 3/53.2 EuRuva DRIP EDGE S 4.4. 5L0�E PER 3f53:2 hR's" GUilEii SEE NOTE 2 ATTA0,41Jl3tT l ; To eUfL01ItiG ` % fir,„� •. V?HERE OCC13Rs •r� F! Fir' - .. wu D.C. OPTIOAAL CoURAPAOv to TOP & EOifQ!d j(d, -STRUCTURAL Dr SEE6NOTE 1 ' .� FASCIA BEAT. PER S4.1 &14.0. OE+TTO1+L (3 x 8. GEW SHOWN) R4lY (�fFTER uam SPAN PF.R ADPROVAL mAx O\TTB} ij PER HOTS 1 REPWT -SEA: NOTE 1 lO. (i+ Sf_x aarEs:. 1. THE IRP ROOF PANELS USED WMI TIIE.PATID COVER STRLICR)RES RECMIEED IN THIS EVALLATo<ita REF4RT MUST 6M A DURAL4ilt PP,ODi1CT PEA. 1-?F.!O ER-5D5; CAL)FORNK FUH CA•LRP-2410 OR CA-LRP-3220. 0Y.0 OR 1-OH REPORTS LISTED AS%E. RECONrAENDEO wJ114W :SLOPE IS %7 PI_$ .FORT AT COY:,RS 2. THE 5Lopf OF THE IRP RW PANELS SKLL BE PER THE DESIGNEb FdR. LK LOADS. AT1D Yj` PER FOOT AT .cams DESIMED FOR SNOW LOADS. 1NSUTATED ROOF PANEL QRP) 1A IJS.S. Ism P'ER ItibTE ROW IIATtCER FASTENER iD 4V S1.X PER i21S4.4 SEE TABLE 3 ON FASMIER S3.1A OR S3,1F " fER.FT 1 SEE TABLE 3 EW !Alit SLOB. 1 a-1A OR S3.1 F ROLL FORMED PM1tEL PER SHEET 53:1A. 53.1F, OR TOLL FORMED PASSEL s3'3 PER SHEET S3.1A, 53.1F. 1Nn 53.3 ROLL FD.RMEO Px1NEL iRF).- (��IMIOEAD��ELRZ-8�EOAMeGONNECTIONEH LL FMED PANEL (RF) TO INTERLOCKING JQ !f l B1All PER 54.1 ;& S4,2 {3 x:a BEAM SWAN)I lad x T IP EACH PANEL I14£RLOCK GUTTER PER S4.T OR S4.4 f4'x)r 4 EACH VALLEY 2485 ULROAD ST. CORONA CA 92880 551.735 65D0 DA i E SIGmEo: June 04, 2019 No F-1- � _17 � C- 26030 ACERO, SUITE 20 A1ISSIOIi VfEJO, CA 92691 :M.305.11501 FAX 949:305.1429 i SAP�p fVl ES Tm EXPIRES .O.W .JUNE SO, 2020 ftrlgS1;7q'I 11.:�K .Q'riE 0KC I 1 STEL 45 x VAOV4 WE DXsh"R cY L"1 CtCiiCEs7 !"� 01:9 U-1 SOLID PANEL STRUCT I.RES; `CROSS SECTIONS S3.2 TABLE 2 - ATTACHED AND FREESTANDNG COVERS h+lAWUM $PAN FOR DURAKING PANEL LIIGS1. T(IN) VSNDSPEEDANDE)POSURE 1106 1 liQC 1203 120C 130:8 130C 0.020 13-10" 14'-9' 14'-IT IV-7 13'-10" '1T�6" 10 0.024 i-P-ii' 1 16-7' iV-S i5'-b" 1a'3T 144' 0.032 Mr 20'- 2Q' 7- [9 IV-i i" 17`-2" 0.040 1 26-10" 23'-.l1 24 -T 2141' 22':W : .2U 2' 0.020 1 IV-il' IV-0 1T7' 12=1° 12',-5° 10:-10`. 20 0.024 i5`-cf 15L3 15'4' 14'-S' 14'-7' i3-7' 9.032 t5-2 i8L9' i8-10' ITS' 17=11- '1s'-9 0.040 20-T 124.7' 20'•7' 20-7' 20'-7' i,4-7` 0.020 1' 13L5' 13'-T 1 1• IZ-5" IV-104 0.024 t5'-9 15'-T 15'4- 14'=S" 14'-7' 13'-7' i$=9' 1810" 17'9° iM.' 16-9" 0.040 1 20-7' I 2U-r 20'=7' 20'-I' W,7' 194" 0.020 i 13L3' 1 12-7' 12'4' 11•4• 11'-3i° 10-V 0.024 i8-0' 14-8- W-.X 14' 1" 14-3" 134' 0.032 i8-4`. I 18=D' 18'-1' 17'4' 17.7" . SGS" . 0.040 i9=9° 19:-9' 101-9' i9-9' 1 191-S' 1S3'. �40 1020 IV 10-V 10'v` Y-IU' 9'-11° 9 4' 0.024 13'-7' 13=2' is-T 12-11" 13'-0 17-81 0.032 46:-3' iE-3, t6'-3' t5'-iv 16'-0` }6`-7' 0.040 1810, 18''v IV-0, ' i8'0` 0.020 $'=3 6' 3" 0.024 1 i-9- 1:l'-9' 11'-9' 11'-9' 11'-9° 1 t'-5.' 0.032 14-7' 14' 71' 14`-7.' W-7` 14`-7" 1 14'-S" 0.040 16'-8` IV-S' 15"7v 0,620 6'-i1' V-11' 0-11' 6.11" 5-11' 67 0.024 T-11' .941' Y-1 V 9-11' 9-11' S-11' 0.032 73.4" ITT 13' t IY-4' 13'40 174' 0:040 iS' Ir 1S'-3' 1513' l5' 9' 16_6' 4:620 0.024 a-4' 6'-a': 8'-4' a'-4' 8w sw 72 0.4sz 1 12' �, 1i-V W-34 12'-3" 1x•3' 0:040 14'-4" t:4'-4` 14'4' 14,•-#' 14'-4' 14-4" a.o2D 5'0' s-v° S-T 5'-0' S-0' 6-0" a}. o.0z4 7�z T'-r t -2.r:2' 7-2- r-r 1a.o32 O Q'4D 43=3" 73'3' 13'-3" i3'_3' 13'-3' 13r3' TABLE 1. -ATTACHED:AND FREE$TANDING COVERS MAklf WNI $PAN FOR T6 PANEL LLIG5L T(Ih0 WINDSPEEDANOEYPOSME 110i3 I 110C 1209 120C 13OB 1300 10 0.024.1to-11' 116• 1' i i6M' 5s41 15'6' 14-7' 0.0.32 2(7• 10" 19` 10' i V-11° IV-i(r49'-i' b.040 23'-G' 22-2- 22'-t' 1U'-11- 21'-2- 19'-lT 20 0.024 4'S' I1V-11" i31:' 13'i" 13b' 12'-1V- 0.032. 17'-5" I i7=i' 1T-T W-S' 16'-7' i&i l0' 0.040 19'-5. IT-9' iv-9' 16'-9' t8`-9' i! -0" 0.024 14'-3' 13'-S' i3'9• 13'3- IY-4- 1 13'-V 25 0.032 17L1- l6-il' 16-11' 1b-3.' 15•5- 1S'•3' D.040 19-1' 1 G' S' 1S & 18'-5' l8'-5" it-10' 0:024 13-6' 131-0' IT-l' `12`-7' 12'-8' 12-V 30 0.032 16'-i" 10=11 15=1' 15'-7' 15'-8' 1 #' 0.0-40 16-i" i7'-6` 17W' 17'-4' 17'-4' 17-1" 0.024 112'4' 12'-0' I Z- 11'4' i 1'-S' i 1'-4' 40 0.032 74-8' 14'-T 14-4' 14'-5' 13'-lV 1540. 1b'-6' 10'.1' 15'•i' i6`-91 15'v :t9-3a .0 O.D24. I1=:' 10-11" 11"-0' W-5- 10'-6" 1.11. 0.032 ITTi3-8' 13'-81 131-4' 1 13'-5` 0.040 15vT 144'-11" 14LIll 14!-4' 1 l4'S' 14'4" 0.424 9•a� 9.6' 9, w b'-T S'-4' ,6':10' 60 0.032 12-9' 17'=9' 12`-3' IT-7' 12' W 124" '0.040 i3.70' I ia,-vr 1 w-IT 13'.iv 13-i0" 13'=10T 0:024. 8.0' 8-0' 8, T 8'-0" 8'-Q` r-101 72. 0.032 71'-J 11-a- 1 t`-5' 1 i=9' 1 P-3' i i'-7' 0.040 13L0" 13'-0- : t3',0" 13'v 13'-0' 13-0° 0.024 6'-1V V-11'- U-fi' V-15' 8`-11" 6-.i1' 64 D.Q3S 10-i1" i0-13" 10-ti" i0'-71'; 10'-11` 10-i1' Q.040 i74" 12-4' 12'-4' 124' 12T4' 17-4- NOTES FOR 0 ECK ATT CHMENT1? sUPP O nW SEAMS ANO•WALL HANG? S: 1-1,ilKIMUM ATT.AC ,1EA'T OF PANS TO BUM SiMEP T BFAIA PROFILE 81) SK4LL BE MADE WITH {11011 (2) A104IS SIBS. OR i_K $CREW AT EACH svMMI FIUTE..AS SROWN 114 DECK PROFILE A B.OVE- 2 - I IN ILVA ArIAC.4r,4ErrOF PANS TO BEAM PROFILE B 1 SR4 LI- aE 1.'-?,DE WITH (1) OR (2) 910.16 SldS OR TEK SGREcI V AT EACH BOTTOM FLUTE, AND (1) -,10 SIMS OR TEK SCREW ATEACH TOF.FLUTE, AS S'ri.0%NN IN M2:&PRPME A80VE. 3 - hlIMMUM ATTACHIJ E N7 REOURE ME NTS ABOYE.DO NOTAPPLY TC GUTTERS 0& C-SHhPEO DEckuO5LIiRv PLATes rjkT A RE= NO T 0 S ED AS B? MIS (NQh45TtUCTl1R.5AL.{.1EUSER S r l:TG014NECTEO TO COURANS.ANd INSTALLED AT THE ENO OF AN OVERKO,KG OR PARALLEL TO THE CiNRE071ON OF THE DECK)- 4 -WHEN AiTACNNG TO BEAMS 59 $10. 815. B WOR B19 (pOUBLc` r.[Ersa=.Rs1, ArrAcei1.1E1VTGAr1 a#= flALz= TO E#T1-1ER rtE1.1EcFi OF 7i?E BEAM. BUT SHALL 9E'Emmy 3 PUT BE TIV E EN THE 2 14E1.1BERS. 2485, RAILROAD ST, CORONA, CA,KU80 95S.73v.450D ,9 DATE SIGNEO: Jum 04, 2019 28030 ACERO, SUITE 200 MISSION VIEJO, CA 92691 :949.305,31501 FAX 9 49.365.1420 VM EXPIRES 014: JUNE 30, 2.720 ;.:E EATE 0L-SCRPT-4:4 TT 9 StEL 4a F 0.',T E 071i� 1@ 1+iii71 @Y-Gh1 cw_cm LIDS IAPMO 195 V 3.1 SOLID PANEL STRUC I ORTIS: QURAVJNV AND.76 PA14 MAYJKAium SPANSMD MIN1N IA FASTENERS S3.3 ALUI:S. ALLOY BWL4 36 ALUM. ALLOY 063-T6 1ALum, ALLOY w63-136 kUld. ALLOY 3004-K36 - s+t v - 0.620' -uiO 25' -u C04IRiUOUS I V L457tRr iYr n u N 24J 5 RAI MAQ ST, CORONA. CA 52880 I 1 o 0 0 � RO, 720 �[—!SKr p r a:a3a' V l �} 000 �� � NOTES: 2.000' 4.(w ! : MOW f#1J . � } — BEAM PER, E36 I.750' {: SEE 10/S5.1 FOR SPLIM 0-7kL 1 'r",ERE.'OCGURS., 2. f5 USED 1'JIT1i. 6" ,OR 8":FLAT. PANS OR: ti0iF5: OECURS. � S 5$ .RkV 1. SM 4/S5.1 FOR SPLICE MAIL .YrH Rc t�a� .J W P 44" TR�V PWIS.: 2. TMS OVER iS USED WYM 8' OR 8' FIAT WS OR 24" M-V PA�5 AND T5 PAN. DBL 2 x 6 1/2 x .0.432' �Ta I' i-i�EAM sz� MAG GUTTER 6.5' ROLL FORMED (WrrER FASCIA -►r � �� F W/ =fj �' I�iSERTS 3"=1-0' 3'al'-ta'i 3'-1'-0" CA0F DATESIGNEG: J[u1e.D4, 2019 ALUM: ALLOY 3OQ4-MG ALt1l,I. aLLoy .Gos3-T5 ALUM -ALLOY 300 H36 . ALUIS. ALLOY 6063-T5 STEEL AQ A553 S5 GfiAS]E:50 G80 Ra.38O' 0.042 o cQimrZuo05 f `C .INS£Fi3 I PER. f37 i I' a $ 0.062' Q 26030, ACERO, SUITE 40 MISSION VIEJO.ICA.92591 93.3G5.9150 FAX 92G W M SIRE — I i I q Typ .3?9;3G5.9 1 ! 1. i i f { 3.000' I SPLJOE 3AO0" YlHERE flCvUR5 �.BF1,4f P"cR Sfi � fj i'1 P 3:tFiIQ MO ES 3 x 8 x O,C42' T i-SEAM B$ S' SCt. x 0;032' ALUM. 6EAM W1� B6 MAG BEAM B2 rJ�s WI i2) INSERTS 3 �1' O' f2 GA. STL. V CHANNEL Y-f- ,. =1'-0' ExPIRES I0: JUW 30, 2020 ALUM. At JALUM. ALLOY 3OQ4 ?{35 1UFL JJLOY b r.:• E6 ALUM, AL 07Y 4063-Tb RsI 6 5PL1G'E I WHERE WJRK CATS QE"�G�PMkI MRS o Ili 1 SO0' �a n 0 0.042" ri { Sr! 05if C *^2G7 iYP: @;f E 0.042 C7y w vi i. g 0.OSS" 0 c i lY? c — IAPM0195 V 3,1. . n 3 0D9° �I SOLID PANEL STRUCTURES. l l 2 � 4 OOa" 2.D00` —4.0BD_ 1 .SEE 5/S5.1 FOR SPIJCE DETAIL 11'13ERE OCCURS. BEAM PROMES 3.000' ¢.pOp' l" VAX —. -_- 6/S5.1 FOR SPLICE FETAL 'i5'cIERE OCCURS. D8L 3 x $ x D,a42" DSL .2 x B 1/2 x 0.042' i'-1-SEAM BS 4' 1-SE4.M. S-4j-- 612 Fl"ii _ -1 0 PLull- Sl LDY 3004-m36 ,S�jA A5:3-55 GR+.7E 54 CBQ ALUMIRUM OEM STEEL I1Isw PER 918/54:2 Try.. 4.06-0 1JAX. Q,n D13L3x8x0.042w/ 12 GA. STL'U' CHANNEL 3'=i'-o non DURAKING GLITTER C7LV -� 3=1W kLUlf. 4LOY MY N36 _ SS..GRa7E 5G G64 ALUMINUM WAIJ do GD.`m1.`UOL15 STEEL 114SERT PER B14/54.2 irP. ,l 3:000' 1 4.000• 3.0004 WAX. {� INK 3 x 8 x 042 w/ 92 GA STL INSERT 3•=T'-fl� ALUM. ALLOY 6003-715 NOTE_ SEE [/S4.6 FOR O;7A1tS AT TAN 35k% 8iT FAN ISEAM R9845" ALUM. ALLOY 3004-436 STEEL ASPA M53-SS GRADE 5U 660 ono 042W/ 128TL 'U' CHANNEL A n ALUM. AHOY 3004-H35 1.229! STEEL j S. E 5fl = m24' 3xv 14- GA. CoNtinuous STEa'MERT 3 x 8' x d.Q42' w1 14 GA STL. INSERT 3,=iLG- ALUM. ALLOY NO .-H36 .1 N'T , STEEL ASTM A553-SS W-DE 50 060 -2485 WROADSr, CORONA, CA 92880 01.7n.4500 DATE "SIGNED: June 04, 20% o� 12 GA C6'iiL�lliGU5 :•� I�If��`; •' , �. � ,�� Y,�i STEEL INSERT 2$080 ACERO, SUITE ZOO M1881ON VIEJO, CA928S i 949.3U5.11601 FAX °'•3.305.1420 0 042* 17'P. N Cl 3.oaQ, 3 x 8' x 0.042' w/ 12 Gli. STL INSERT 3'-iW Ail.M AUQY 3404-H35 STEEL ISTM A653-SS:0MM 50 G60 ALUMIA SE1.'.i 4 G4gliu0US 'STEEL INSERT PER B13/$4::2 TYP. L 3.00U". I _"boo, I 3.OW f DBL3x8.x0.042' w/ 14 GA. STL INSERT s'=1-0" d 0 C w ApM ES TM EXPIRES IDN: JUWE 30, 20Y0 R=.A$ 715 71 MAM I DATE O=�-.Rh'T1' I 4S ELl032 FAM-4Ie o,TE onv+fa ORAW17 aY V.1 cKcateo r:ns iAPM0199 v 3� SOLID PANEL STRiJCTURES; BE . M PROFILES Yea FSTi! ASOD GRADE B 13�iE: IT IS ACCEPTABLE TO COVER M5 COLUMN SECTA''T (FULL HEIGHT) WITH AL01&A UV SENT PLATES OR AESTHERCAAL PURPOSES. RO FASTENERS AR.t REOUIRZD. 'S:.EEVE SHALL EKMM FROM THE. FOUNDATON TO THE UWERSIOE OF 7HE 9Fh+d/COL UMU WINECTION. CiD HSS. 4 x 4 x 3/16. ASTM f O GRADE e 11 UT: IT i5 ACCEPTA9I.E TO COVER ;IBIS .COLUM14 SE,-FIOY (FULL Fit IGW) Li M ALUU P01 VENT PLATSTOR FOR AEaSYK- ICAL PURPOSES. 140 FASTENERS ARE RECUIRED..SLEEVE.SHALL FXiEND FROM THE FOUMAW1 76 THE UNDERSIDE -OF THE BEW/COLO RN C0MUti'ECT1Cu1. C11 HS84x4x114 ASPA AWO GRAVE 8. ym IT 15 ACCEPTABLE TO ,CORER THIS COL093 SECTiO. .(FULL HEIGHT) 5Y 5ECTi N CI FOR A£STHET;'C.+L PURPOSES.. 110 FASTENERS ARE REOUIREU. SLEEVE SRAiL EI[04.FROM THE FOUNDAIM TO THS VITDMtDE OF THE BEAk!/COLUILR CONNECTION. C� FESS 3 x 3 x 3/16 W4 A500 GRADE B t197E: IT tS MCEPTABLE `I0. COVER TM C0IUMII SECTIO-4 (FULL HEIGHT) VY SECTION Cl FOR AESFHETICAL PURPOSES. NO FASTENERS APE REQUIRED. SLE .VE SHALL EXt.EHQ FROIA .THE 1`66 AT& 70 'iKE UNDERSIDE OF THE SEW./COLUMN CONNECTILIH- CS HS53x3x114 ASDA A500: GRADE 6 CD ! v7 a ALUM. ALLOY 3004^H36 3' 4LI)AIRUTA OR STEEL POST PER PLN4 3:C V 1 2,000" SEE TABLE I ON 51.x FOR AFFUCKPW OF 'THIS OFFAIL. SP4 0.04T SIDE PLATES A LIA. ALLOY 6083•T6 a v Z.Wo NMI IT IS AMPTAHLE TO COVER THIS COLUMN SECTIO14 (FULL HEIGHT.) . BY SECTION CT FQR AESWERCAL PURPOSES. NO FASTENERS ARE REQUIRED. SLEEVE SH^LL EKEHO FRO!A THE FOUNDATIOH TO THE UNDERSME OF THE REW/COLWN CO+YHECT04. CS 3' MAG POST STEEL A553 SW,E SO. CPSO� A? U.U. A! LOY 300d-N38 C 3'-SQ. x 0.032' ALUM, POST ALU-11. AUOY ZLO H35 1.500` 044 Z10,1219 F co Iy'9m IT IS ACCMMLE TO COVER 7Hl5:COLUNN.SECIIO',I (FULL. HE)GHT) BY SECTA4 Cl FOR AESTHEWAL PURPOSES. YO FASTEEWERS ARE REWIF.ED, SLEEVE SHALL EXIEND FRCII THE .FOUNDAT10N `10 THE UNDERSIDE OF THE EEP41COLUMU COINNECT10=1, (G�T,�SaALUM, POST +!. ALLOY 3C-n4-H36 r ' Awmllm OR STEEL ! POST PER PLO( 3' a r . - a �R0.125 a L r. L1Rm IT IS ACCEPTABLE TO COVER THIS COLL1101 SECMq (FULL HEIGHT) W SECTION Cl FOR AESTHEMk SES. NO TASTE HERS ARE, REOUIRa 0. SLEEVE SHALL _ _ 't10W-10 THE UIIDEI25IDE OF TF E BFA'A/COLIJvN: $RNF 09 L.M. IT IS.ACCEPTASLE TO COVER TH'kS CWU!:6Y SECTION (FULL HD..GHT) BY SEC710N CT F03 AESTHEilC& - - FJiS ARE P.ECUREO; SLEEVE SHXL EX1017 FRORIKE-F THE V14CERSIDE QF TtIE BFAkI/COf;U!dH 'CC:iId£CT10'4- 3' SQ. STEEL POST D.03P' 3.D0o� 1 2.Ci ' SEE ABLE I LSi 51.x FOR APRL1CT.TI 8F3 4.032' DURAKING GUTTER 3._1,-O. 2:125' 39[i S[7tEYY 1;iiETtl: OCCURS 1 4 S3a S.W 4.85 J 2.00' ] I� - - - - - .ow x 90' 1' GR c z 825` I ATTACH tDRUDED HATWER TO. E)OSTIRG BUILDINC PER 1.375' _07g• Tl$ S 011 SS,, TYP 3c.(114 ��ERUDI=D riANGER C{3(NEGrioN o NOTUSI;D RAKING PAN) �•-1�0• x-i'-T A Lm ALLOY 3004-1436f ALULI. ALLOY :6053 TS ATTACK ROLLED FORMED He&'GER TO EXISTiNG BUILDING PER TABLES ON S&I Il � � TYP, 3.Y�.R.Ua3U ROLL. FORMED HANGER (TRI-V " PAN, FLAT PAN, T6 PAN) - 3'= i'-w 2.485` ti Sir X. FASTENERS PER .3/53:2 FPr'oiQVO 6" IhSUl. ROOF MIRS PER ATTACH TR A"ER . 2/0.2 TO EXISPRG B.UILDM PER TABLES $6A 5" n FPSTENESS PER 3/.•S32 i.88{1' W INSUL 30Or R pRh1E15 PER 2/G3.2 u F. IR MANGER �� IR PANEL8 PER IAPMO 0505 N_T.s. 0.78` n g D N O b 14 Ll�o� TIOTES:' 2 1. SEE 1.0/55.1 FOR §PUCE DETA!L }''HERE OCCURS; 2., Th% GUTTER IS USED }W". 6' OR 8' FLAT PAYS OR 34" TRi-Y Pgill MAG GUTTER MAXIMUM PRO.IECTION WHEN USV4G EXTRUDED.SV%±IVEL HANGER LL/GSE {P.sFI Lag Screw blarnew SNindSpied and Exposure. ilOB nx 1208 120C 1305 130E J/4'o -1.3'•G' aV-6" IV-V aV -Q" il' 10 5�15' a 17'- 0" 9S' - 6" 14 O" 14' - 6" 3r'8" d i8_ O„ 16c, 5„ �, �„ i5, , D., . �' - 0" 1i' • 6"' 1/4:0 11Y-ti!' 9.-U' s., $ 6„ .S•G' 81,of, 20 5116110 IV • 6'' J:V. 6" : 10' - 61' IU - 6" if a` 10' - 0" � 2, _ G" lx - 6" 11, 6,. 10'r- 0. 75 3!k a 12'_6. 12':_0,: 12'•0, iy...0" 12'-0".,10`•-9, NOTES: 2, WHEN CON HECTING. SL:riV EL HAArGEi1TD WALL STUM ATI6." OC K4? , FA STEM IM SHAL L HAVE MIN 3" PENEiRATION INTO WALL STUDS. 2 - VVHET4 cpwoELTING SWIVEL NA1.4%R TO MIN. 2x V �p0T7FASCIA..�1:91, OC, 5ASTEN ERS 5HALL HAV E:h4l N S'/ ' PENETRATION I N TO WOOD FASCIA. MINI All~3tlQ4-K38 ROTES: 1. SEE 4/S5.1 FOR SPLICE DETAC Y.HERE OMR5. 2. THIS Cum IS vsm WITH v OR 8' FLAT .PANS OR 24" TRW PADS AIM Tfi PAN. 1 5.5' ROLL FORMED 13UTI'ER (TRI-V PAN, FLAT PAN, T"o PAN) 3•-r-Y' AU-P. A LLoy 6553-76 ATTACH S-WA%L. K"m 10. (E) 130 0= PER TA13LE 5 {2}8 f ti O,C. TO I44TCH LZ OF LAS Scmy �. HtWER PER &yi i A A rig O.4 58/-��g' R0FE5c I. USE OF THIS DETML IS LPJITEO TO, PTOjECTION LEIIGTHS SI9411 u TA9LE 5/56.1 2. USE OF THIS DETNI. IS NOT ALLOIATO WHEIC GROUND S!(0;5' LOAD > 25 PSF OR ROOF Srt U IOAD 21 P9 2.707' 1.332' Q 13` x 9U.09vj 0.202" 1.5Eh7 t-GRW%'E 2 .23'J` n.352• 0.680" 0.14 D.a76 a ��- { _ 0.455` � N 0 0:312d ri .`ao. 4.0W 4,661' r 0281" cti o4.76 - i.054 2 Q:45D" 1 .6 11.57 �- 0.563" k. 0 2.,2S' I. A 1'04 . 6H EXTRUDED_ SWIVEL HANGER CONNECTION �'RI•lI PAN, FLAT PAN, TB PAN) 3'�1'-O' t w 205FWLROAD ST, C.OR .014A, EA 92880 $51.73&.45L}0 QeQFEssialke � • i� i�(jn S 5885 �r PATE -SIGNEq:.June 04.2019 ��mq;o �� f1rE/3A: 26030 hGERO, SQUITE 200 MISSION MEJO. CA 92691 949305.11591 FAKkR 305.4420 ��P /"� o E5 vI EXPIRES ON. JUNE 30 :2420 RfViE70 :5 4.5E L xa # GA�242 taS7E arrtT+sa GFrEF'lED h.'pC lAPM0 195 V 3.1 SOLID PANELSTRUCTURES; MEMBER PROFILES S4.4 1,LQJ. AUCIT - 6063rTfi 2.87r I `o 0 0 BOCs U iS 23f' LONG (:4)7V BRACKET AT COLUMN n STEE' ASi? I A36 G F" 'H' BRACKET 8 . ROOF BRACKET x� 2 NOT USED L8 x 8 x 1/4 x 2' a s.,. sr��L �srrs .kTs Cp SNOW BRAC�CET M� 2485 RAILROAD ST, C0R6-NA CA:92889 951.736.ABO6 �-QUIZ Lill s 5a85 DATE SIGNED:. June 0 2019 cjAvc 18030 ACERO, SU1TE•200 MISSION VIEJO, CA 9260 919M5,1150 I:PA7C 4U05JA.2Q I.A ES TM EXPIRES ON ; JUt4.E 36, 2020 4 STEL JDS 0 Cx1102�42 DATE D7{ve 5'S DF val SY G.'•I r4:rs�cn 1� ps SOLID PANEL STRUCTURES_ CONNECTORS S4.5 X'=1'=o' FAII DEAM (CAR 9E LOCATED. tl;. D v-o- MAX, 5PA!a) kff RUTS OF AN a FLAT PAN) PER B17/S41 -i r TAL w.aa am PcR 121S4.4 - BU4/HMF-R ` E ' 1 114i CAi.4, A\M OR Li6Hi FOLTURE (i/Ax. 50 LB) - ADD L2 x 2 x 0.120' x V-2' LONG W/- #10 S.U,S. x.z LONO TO LEDGER AND (2). jlQ.-S 4.S. TO FAN BEAM rAN Bw AT HksmR cwwEv B SECTI N FAN Elf-Ml PER BI7/S4.2 AM J10 S.M.'S. AT: FEAIe/HWER 'I-- Bs. Am/Hws AT B_ 6 E7 LL6 A� I�ER sECT1CN u SCALE• Y - V-V Fl+tt BEAM, PER B17/S4.2 N� i eE�+a 0ERE.000URS RECTAIMLA4 BE WHERE OCCURS (i) FAN BEAM DETAILS SCALE: AS HOTEL Rw;� CHaNEL e t1 , � fySECTI+kT T3DTES: T, FIN BEAM TO BE 1NSTFLLEp. IN S" x Vr FLU PAR ONLY. 2. I'M BEAV CA 410i 'k INSTAIE0 W 2e T" PAU. T2' W PAR OR. 6� x.2)f FLAT PA^t 3, MEN USNr C x 2)f FLAT PAN, IT IS ACCE-Fr BLE TO REPLACE ONE SECTION GF DECK By AN 8' x W FLAT YM SECTION V 4 A FAU WAIL a. SEE iAFLIO 0505 FOR fN( SEAll AT IRP ATTACHU[Iff TO DECK I PER $7,1A OR S3.Ir ; f TYP. ATiAo. w. a FER 4/M2 USE .(2) X4 P LAG SCREW TO (2) (1) MD5 CLOSER TO FAH -KAIA ((f) SCRnys TOTAL) 1%'R JiMIGER PER 12/S4.4 110 SMS: TOP AND BOTTOM AT FAN BEAU WALL R4}i4 R &aA lip+ ,� El EEVATION __ SCALE: Y _' J ( T @1:2 S-UTTEA'3 S Jj u ro t�rrTse FM SM SOS DECK TO FAN BEAM (1) 112 SMS CACfi SIDE OF FAY . SFALil. DECK TO SEW �---- 131 OR Sf CUTTER PER SS:T .wHm mm, B€ m OCCURS: ATTACH FAN. - SEAM TO •WERM BEAU SECTION CORONA. CA 92.880 �4.736.A500 ��ES51L�( IA S 5885 T .. ��• DATE SIGND June O4i, 2019 rA �a7AI, �NZF 25030 k�ER.p, SUITE 20D MISSION VIEJO .CA 92691' 94B:305,1150:1,FAX 049.U5.142D. f- lApMo L_I E5 Thi EXPIRES ON,- JUNE 30,,2020 RF5'S;Q1i5 QUX A47=_ l7=SGis1A71�7.i 4 STEL-M € C'd• •;2 aUF G7f:5'S; pit m BY C3 cFs`cx:60 lAPM0 96-- V3.1 SOLID PANEL STRUCTURE S: FAN BEAM DETAILS S4.6 ,file sms (8 TOTAL) SPLICE - BFAV 64 -SIVELF MICE ALIRL ALLOY 30Di-H38 I. . od e• .. .•.i" a 1" i'I �r 2 I I + + POST CENTERED SPLICE ON SPLICE BEAM 64 — �-- ix•-sms• 24 TOTAL) Id MEAT SPLICE &(RES• 1. YwEN B�y•�W-� 84 i5. USED A5 AN-ARCJfJTECTURAL GGiiER, A. SIMPLE �SPLfCc cM BE'USEDANYWHERE.. 2. %VdBi BEAM 04 15 USED AS A OVAIA. L=TE0 DIRECTLY ON 100 OF COLVOWS, A SIPPLE SPLICE CENTERED OR THE COLUMN Btu OW, CAI E' USEO AT INTEMOR COLUMNS ONLY: IT W I.Mf BE USER AT 90GE OR EXTERIOR COLUIMS. 3. YJHEN BED.'A 54 IS USED. AS A 5F4+,1, LOGATED '€IRECTLY. ON TOP OF G41glAR5; A 1401JEJff SPLICE G4U BE USED AT: 1'/3. Or THE SPAT{ OF x;Y MIJ, EXC fiT AT E►:O BAYS 00 Ctrr.RHWGS, 90 SPLICE DETAIL FOR MAG GUTTER (BEAM 34) .fio vis to Tow-) SPLICE - BEASI B1 iMP FLICE f I I F05T C.ENTEREO -sf ON S.PUGE MOVENT SPICE T" 1. YTIEH BE0.'A 61 IS USED AS M ARCHffEGTUPVL GUTTER, 'A SIVKIF SPU& 6M BE USED ANYWERE. 2, MIEN 8FAIA 81 IS USED -AS A BMI, LOC4TJ:0 MKILY:M 10P OF.COLL)WIS. A SIVPLE. SPLICE, CEUTERED OY THE COLUMN BELOW, Wl BE VSED.AT 4ffF.RfOQ MUM= ONLY. ff N HOT B£ USED K EOf3E OR EXTERIOR COLUTAHS, 3, V01E21 BUM.91 1S USED AS A.UWA, LOWED DIRECTLY ON TOP OF COLUVIJS, A 110MUfT SPLICE CA14 BE USEO'AT'1/3 OF THE SPA'; OF ANY BED'?, EXCEPT AT END: BAYS AND J,rRMUGS. SPLICE DETAIL FOR ROLL FORMED GUTTER (BEAM 6T) 4' 1' } I jj--- + I 1 �2" lrax y L SPICE BEN+A :93• I POST CEMEP.ED J O:J SPLICE SJL qg sm ALUV. ALLOY 3004-113o ALUM MLOY 39£1C H}6 LAJ 5f5E10E. {8} r DOLTS BE4'A BS I�i1.�3F[df .SPLICE 1 A SIMPLE SPLICE; .� TERED Oil TPE COLUMN BELOW'', CM HE USED AT RJ4 ERlOR -COLUMNS ONLY. fT:CA1J NOT BE USED AT EDGE OR EXTEPOR COLUMNS. 1.A MO Et.J:SPLICF, CAN: SE UH0 AT 1/3 OF THE 8PA14: OF.ANY 6EH'k EXCEPT AT END RAYS MD OVERHA'JGS, SPLICE DETAIL FOR 4' 1 BEAM (Bum 83) 2•=1'-C 12" I I l 1 — — — — — — —r + f I + + II MAX II ll �— •1• � f. E -Ic T (Js) tie sus BEAlf BS I I POST CEWEREO L (% sPuc ALUM. ALLOY 3a0.s-H36 I I I I I I II Yi I,+AX. _rM J , — (8) ff BOLTS St1 LE J 11110MENt SPU ROTES: F Hi:RED ON TF`' COLU4'•!4 BELOW, CAN BE USED AT I:'FJFRIO.R £QLWm - GE USED AT EDGE .DR L'(TI OR CLILLILIRS. �2. IA .. E CAI: BE,USED,AT 1/3 OF T<1E SPAS4 OF ANY BEAM, EXCEPT AT :EiiD:L3Alf&-k1iD 2465 RAILROAD ST, CORONA, CA 92W 951-736.4500 DATE SIGINEO: June .0..4,260 ,C A 26030Ac`RO, SUITE 20D MISS [ON WEJO, CFI 92691 G,5.3O5.115D j .W g"9:345.1420 lA PMo ES 714 WIRES -ON: JU14E30,.2020: RE"S IS f DA3 F otlin8 C Ri^71Y :CIA IAPM.d 19a V 3.1 S©LQ PANEL STRUCTURES: SPLICE DETAILS SPLICE DETAIL FOR T 1 BEAM S TABLE 1-.10AXIMUM CLR. SPAN TOADJACENT BEAM 1AfiEN USING DETAIL 41S8:2 LtIGSL (PSF) Ex[ST1NG FRAKNG-MIAHR AT ROOFpVfRMGr BRA.CKETOFFS ET"P" 24'F 1g" 12" .61 10 2x6INIOTCHED 2q o" 2.V 0" 28' C" 28' 0'' 2X6.fUL1 OR 2x8 NOTCHED 28' G" 28' D" 28' 0" 28' 0. 2n8.FULL OR2x10 NOTCHED 28' 0" 2V 0" 28' 0" 28' 0" 2x4 FULL 7' 9" ill 10" 19, 5" V 0" gas NOTCHED 12' 3" 17' 19' 2V 0" 28' D" 24 2xG FULL.OR 2x8 NOTCHED 19` 7" 2T 7" f 28' 0" 2s`a' 2x8 FULL OR 2xA f*TCHEO Z8' W 2e C" 28' 0" 78' 0" b4 FULL T 4. ! 11' 3" 18' 7" 28, W 2x6 NOT( HED ll' 8" 17' 0" 27'1" 28' 0" 25 2xG FUtt OR 2xS (401CHED 18' E" 26' 4" 28' 0" 28' 0" 2x£FULL OR2x10NOTCHED . 200" 28'0" 28'D" 28'4" 30 ,2M FULL S'11" 9- 4" 15'8" 28'D" ix6 NOTCHED S' G' 14"Z" 22' 11" 28, D" 2x5 FULL .0112x8 NOT046 . I5.5" 2T O" 28' (P 20 FULL OR 2YA0 IMTCH£D 26' 3" 28' 0" 28' 0" 28' 0" 2x4 FULL 4' S" 7T" 112' 1V- 27' 8" 2x6 NOTCHED 7 9" 11' s" 19' 0" 28' D" 35 2x6 FULL OR 2x81.OTCi1ffi) 12' 9" lff' 4" 2$' 0" 2$' 0" 24 FULL OR 2910 NO-FCHc6 21' 10'.' 18' S" 2vv, 28' a' 27.4.fULi 4'U' 6'9,' ir (rj xs,v 20 NOTCHED 6' 9'' '10' S" 17' 6" 28, 0" 43 AS FULL OR 2xB Nall0iED 11' 4" 16' 6" 26, 7" 28' or -2 2x8 FULL:UP.2xIGNOTCHED ITT' 27 V' 28'0" 28'O' •2x4 FULL 3' 9" . 6'.A" 1 ll' Ul 23' IV' 2x6.NOTcm 5' 5" 91111, IV 4" 128' a 42 2x6 POLL OR ZxR NOTCHED IV 9" 158" 24'jV'j 28' O" 2u8'FULL OR 2x10!NOTCK..D IS' 7" 15' ID" 25' 2" 23' T 2x4 fVLL V 10'. 5':2, '9!:e WA4 2xi NOTCHED 5' L" 8' 2" 114 2" 28' 0" 4x6 FULL OR 2x8' 07CiiED 8' 9 13' 0" 21 6"' 28' 0" 2x8 FVU:OR 2x10 NDTLHED 15' 6" 21 11" 28' 0" 1 28' O" 7x4 FULL 2'. 1" 4` 1" 1 7' G" 16' l0" A 1 NOTCHED I:3''1l" 67 '' IV4" IV11' 60 2x6 FULL OR 1*8 WOTC11E0 7 0" 1U 8" 15' 4 16 11" 2x8 FULL 0A 2X10 NOTCHED 12' 8" 1D' 10" 1990 10 31" 254 FULL v V. 3' 2" 6' 2" V 0 2x6 NOTCHEp TV' 5' 3" 6' 5" T 6" 72 2x6 FWLI OR 2kB 1toTC11ED 4' 3" 5'4!' 6` 5" 76„ zit aFULL0R2x10NOKH'0 4'3" 5'4" '6'5" TV' 2x4 'FULL NG NG NG O' 9" 2x6 NVTCHEO NG: NG ! NG O' 9" 8<1 2,:6 WR- R 23KS NOTCHED NG NG NG V 9" 2xSFL'LL0RIN10140TCIIEO 71 Tj NG .NG D'9" N OTES, 1- FOR 10PSF LtIGSL, USERO0F BRACKET 5jS4.5- 2 - FOR LLJGSL a 20 05F, USE 5NOW SAACHET &M.S. 3 - ASSUMPTIONS: ACIICH �GA1A¢ LfPi[] 1".1� �t6, uP.TD.I;s'�.IN zxsQR aa1a 40FT NIOX (5) ROOF AAFTER / )0IST I TRUSS SACKSPAN. - MAX (£) ROOF RAFTER JJDIST/TRUSS SPACING 70 BE Z4' 6C. TABLE 1A - MAXINW r+l UR SPAN TABLE_ 1B -MAXIMUM CLR SPA1q TO ADJACENT BEAM TO ADJACENT BEAM WHEN] USING ROOFT3RACKET WHEN USINGSNIOVIIBRACKET PER 57S4.5 AND 4C1S6.2 :PER E1S4:5 AMID 4D/S6.2 -um wnNrjspm) kEXPOSURE WINDSPFED:&EXPOSURE (PSf) ;17'- 1206 110C 1308 120C 130C (PSF) 1108,110C 12OH, Im 120C 23X 10 . :IS'- 14'-0" :12'-D" 16 24'4' 24. 21'-L9= 2D 19' 9" 18'-3" NOTES; 25 191-3" W9 3" 17=9" 1-trJFFNUSING ROOF. BRACKKETPER 30 IT-3" lv'r 15=3" 4C/S6,2.,7HEMkXIMU'I-APROJECTION 35 SHALL SE TH E'S kIA.LLEST PROJECTION rROh4TABLElATlDTABLElA. 2-WHEN USIT GSNOWBRACKETPER 40 12'-�' '12'-3" 42 I1'-9" 11'•9 11'-9:' SD 10`-0 10'-0" 1a'--U' 4D%S6:2, THE MAXIfAIUNi PROJECTION 60 91•-3" SHALLBETHESMALLESTPROJECTION 72 7`-0" T-0" :7'-0" FROAH'TABLEIAND T:ABLE.IB. TABLE 2 - NUMBER OF SIMPSON A34s AND A36S REQUIRED SETVIIr_EN FASCLt1 AND ROOF.SHEATHING PER 4ALS6,2 WHEN CONNECTING PATIO COVER TO EXISTING ROOF'OVERHANG TRIB ID PSF 20PSF 25PSPI 30?SF 36PSF 40PSF 42PSF 50.P,SF 60PSF 72PSF 94PSF LNi(7TH UJGSL LLJGSL GSL GSL GSL GSL 65L GSL GSL GSL GSL 1 2 ;2 2 2 2 Z 2 7 1 1 1 1 1 1: 2- 2. 2 2 1 2 2 E�q Z 2 2 9' 1 I 1 3, 1 2 2 2 2 2 2 10' 1 1 1 2 2 2 2 2 2 2 2 11' 1 1 2 2 2 2: 2 2 2 2 NG: 12' 1 1 2 Z 2 2 2 Z 2 NG NG A NUtnE-R1INTHIS TABLE MEANSTHAT(1)A34+(1)A3S:AREREQ'.D, A AUiViBERZ INT{iISTABLE:t,iEkIJSTF}AT{2)A34s,? (2)A355A.RE REQ'D. (STAGE ER CON N E C T O RS WHEN U51 ,!G (2) IN SAI tE WOOD A4E IAA ER) A34s: USE (8) 51hVS0N swoln 5CRtli+STOGQiti'HEaAMSTo I:E) FASCkA AND ROOF FRAMING A355: US E (0) S PAX # 6 x 1/2" SCR EA S TO CON N ECr A3SS TO (E) ROOF S H FATH I N G USE (6) SPAX # 6 x 1/2"'011 SINIP SON SD9112SCAMTD.CON NECT A35S TO (E) R 0 0 F FR I,10 NG WILE 3A - FASTENERS REQUIRED AT CONNECTION OF HANGERS PER DETAILS 9, 11. A14D 121S4.4 . TO EXISTING V%100D STUD WALL FRAMING TROB WIDTH I 10 PSF LtIGSL 2OP5F LL/GSL 2S PSF GSL 30PSF GSL 3605E GSL 1 490SF GSL 42 PSF GSL SJ PSF GSL 60 PSF GSL 72 PSF GSL B4 PSF GSL 5' (2) A (2) A (2) A .(2) A [2) A (2) A {21 A (2) A (3) A (3) A E.(a)G' (?) q (2) A (2) A (2) R (2) A (2) A (2) A .(2} S (3) A (3)'S 7' (2)A (2)A (2)A (2)A (7)A (2)B. (2)B (2)E (3)A (3)B (3):C 9 (2) A (2) A (2) A (2) A (2): B (2) 5 (2): B (2) C 13) B (3) C (3) C 9` (2) A (2) A (2) A (21 A (2}B 12) C (2),C (2) C - (3) C '(3);C (3) C 10' (2) A ())A (2) A (2) If: (2) C (2) C (21 C (2) C (31 C (3) C (31 C _{21 (2) C (2) C (21 C (2) C (3) 3}[Y- 12' (2)A [21:B (2)B {2)C {2).0 EL (2)e f2).v (3)C I (3).0 (3)D A - 1/4" LAG SCREI6VY/ r/7" PENE a RATJON IN' MI N.2x V2AU STUDS @ 16"OC NIAX R - 5/16" LAG SCREWS W/ 24" ?Eh ETRATION IN MIN b WAIISMOS @ 16"OC MAX C - 711V LAG SCREM W1Ma" PENETRATION IN. MIN,2X WALL STUDS @ IVgC. MAX D -1/'" tA'G SCREWWS Y / 4" PENEFR4T10N.IN MIN 2x WAIISTUDS @ 16°OC IMX TABLE 38 - FASTENERS REQUIRED AT CONNECTION OF HANGERS PER DETAILS 9, 11, AND:' 21S4.4 TO Elf ISUG MIN 2xLEDGER OR FASCIA TRIG VIDTH 1O PSF LVGS1 20 PSF LtIGSL 25 PSF Si G 30 PSF GSL 36 F5F GSL 40 PSF I GSL 42 PSF GSL S4 PSf GSL 60 PSF I GSt 12 RSF GSL 84 PSF GSL 5` (2}.@16'.'a (2).@10or (2)@1670c (2)@Iv'ac {2}@D12"0 {7)@S"aC (2} &"ve (2],@8'.•oc (3)@8"0C (3)@8'(oC .(3)L S"oc 6' (2)ITlu o[ (2)@11"oc (2)@12"oC {2}912"oc Q)@8"oc (2)o8"ac (21@V 6r (2)@6"aC (31@8'ot (X@8"oc (3)@fr'Oc 7' [2)@16"oC (3)198"oc [3}@6"ac (31@5'0C 8' . (2).@16"oc (2) @9 o0i; (7) Pa (2)@8"O.c (2)@6"ac .(2)@8"nC (2)&Y'Dc (2)gWpc [3)0).6"0c 1 [3)@6"oc (3)@4"0.0 9' (2)@16 ac (2)@N'oc {2j@8"ac (3,@V.oe (2)@6"oc (2)@6"uc (2)@Foc (2W'oc (9)@60ec .(B)@4"oC (3)@4"o.c (2)@6"oc (2)@6"oe ("e)@e"uc {2]@4"oe {21@4"ae (3y@A"vC 13):@4 oc (3)@4"oc R)@6'ae (2)@4"ae (2)@4"oC (21@4"cc (2)@4'ac (3)@.4"oc (3)@4"ac. (3)i@3"oe ]2' {2)@12"a� {2][ti6"ac (Z1 6"oC (i)@6"ac I [2104"ac (21@4"oc (21[+4 ALL FASTENERS TO SE 314" LAG SUEWS W/.LS" PEN. ETRATI 00 1 N70 EXf5TING 2x WOOD CODGER OR FASCIA TABLE 3C - FASTENERS REQUIRED: AT CONNECTh)N.OF HAIdGERS PER DETAILS 9,1:1, AND 12164.4 TO VAOOD-F ILLED 2x.ALUMINUM LEDGER TR1B WIDTH 10 PSf U/GSL 20:PSF L!/GSL 25 PSF GSL 30 PSF GSL 36 PSI, GSL AO PSF GSL A2'FSF GSL so PSF GSL 60PSF GSL 72 PSF I GS1 Z4PSF GSL. 5' (2)@16"cc i(2)@lG'0 (2)@16"aC (21@16"ot f 21@iG"Or (2)@12"ac {2)@12"x (2)@12"oc {3}@12"Oc 2 oc or 6' (2)@lV'C (2)015"oc (2}.@16"a [2}@1.6"oc (2)@12"ec (2)@12'6c (2)@_IT! F (2).@WoC (3).012"oc (31@8*"bc MIDS"ac 7' (2l@10"0 (2)@36''a (21@16"0 (2}@1Z'oc {21,@12"ac [2)@8"oc I (2)@8"0c I2)@8"oc (3)@B"ot (3)@8"oc (3)@EV'_0C S' (21@16"oc (2)@15"DC (2)@12"oc (2)01'2"0 (2)PH"az (2)CyB'oc {2)@8"01 (21@0Os (3)@8"oC (3)@S"0c (3)Lh8"oc 9' (2)@16"oc (2)@l2"0 (2j@17" o (2)@8"oc 121@8"oc (21C.8" oc {2)48"oc. (2)06"oc (3}@8"oc [3}LSS OL. •(316E"04 10' 1(21@16"a (2)@.12"aE (2)@8"0C 1.12)mrvc o)@8"vc (2)C'6'oc (2)@8"oc (2[@6"oc (3)@G"ocI(3)4Woc (3)@4"oC I 01@16"Rt (2)@8"ac k2l@8'oc (2)@8"aC I f2)L66"oc (Z)@W'oe .(2)@6"ar (2)@4"oc 1-3)@6"oc (3)@4"ae1(3)@A"aC. 12' (Z}Calf"a. (2}8"oc (2]$,'ac (2)@8"oC (2};@6"oe. {2)�r6"ur�{Zj@n"ac (2).@4"at AiLFASTENERS-M-BE.1/4' LAGSCREWSIVI X' FENETRATI0N INTONN00D-RULED 2xAf IUV 1NLIM LEDGER: TABLE 3D - FASTENERS REQUIRED ATOONNECTION OF.HANGERS PFR RETAILS 9, 11, -AND. 121S4.4 TQ.1EX ISTf1NG WOOD -FILLED 3XALUMINUM-LEDGER TRIB WIDTH IGPSF LLj6k 26PSF LtIGSL GSL 25PSFLl�'Oc 36PSF GSL 40PSf GSL 42PSF : GSL SO PSF GSL 60-PSF G5L 72, PSF GSL 94PSF -GSL 5' A-16"ot A-1E'cc A-16"oc A-16"or A-W Qe B-:IVoc. C-16"ae A-16"ac .B'=16":cc C.-"16"oe V A-16"OP. A-16"ac A-16"oC B•'16"0c C-16"0c C-16"oc C-16"at B=1G'bc C-1E"Oc D-1u'QC 7' A-15"oC A-16"Or A-16"oc 0-16"oc C- Woe C-16"oc C.-16"oc-CTlWoc D71G"oe C-.1V',oc e' A-16"ec A=16"oe 3-16'6r C-16"ce `C-16"tic ❑-16Poc C-12"oe C-12"oc D=16 oc C-12",oc D :127oc 9' A-16"oc 9-16"ac a-16"Oc C-1a'or- D-1G" Dc C-IV, 0L -C:=12"ac 8-12"oa C-IX'w: D-12'QC C-w0C 10' A•16"oc ;C-16":Qt C-16"oC I D=lVoc ,C-12'.oc D-I2"ac D-12"0r.C-fv'oC C-1210C B-,T'ac C-8"ac 11' A•i5"Qc C-'1fi"oe C-.16:ac C-13"•oc C-12"ac D-1x"ac B_-0'oc C-W& b•12"oc C=6"oc C-8„6C IV A I'o''oc C-16"oc D-16"a[ C-12"os D•12"ac C-8"oc C-$"oc I C-roc I A-$"oc I C-8":oc D-a"vc A - 3/4" LAG 5CREY,WS R - 5/16" LAG SCRRVS C • 7116" LAG SCREWS D -1/2` LAG SCREWFS ALL FASTENE AS'TO HAV= 3" PE71E TRAIRON INTO k000D-FILLEU3xALUA1411UM LEDGER USE (2) FASTENERS FOR LL/GSL UP FO.50.PSF. USF (3) FASTENERS FOR LtIGSL='51P5FAND ABOVE TABLE 4 --ANCHORS INS TALLED.INTO THE SIDE OF 6 IN THICK MIN CONCRETE OR CMU WALLS LtIGSL=84'PSF MAX iN ICONCKri E, USE (2) ROWS OF 212" CIA 51N!,PSON STRONG- SOLT2 @'ArOC,STAINLESS STEEL, WITH 91 MIN EMBED, STAGGERED, INSTALLED PER ICC=ES R73037- IN CISIU, USE (21:ROWS OF 1/2" DIASIMPS 0N Wtw5E--.ALL [a32` GC, STAINLESS STEEL, WITH 3:3/8" NIT: EMBED, STAGGERED, INSTALLED PER 1CC-ESkI395- W 3"Sp.x1j4"-STAINLESS5TEEL'wAs.HFRWHENINSTALLING14EWWOODLEDGERAGATNSTEXISTINGCONCRETEIr1ALL _ 24B5Ri+1LRDAf1.5T,. _. CORONA, CA 92880 901336.4500 5 D►kTESIGNP 0: Jun104,,2019 ,A IICL. 0�7- 2" 3{ AGER0, SUITE 200 10ISSi014l%JO, Ck92691 049.305.11501 FAX Y19.3G5:1420 �Ap Mp ES Cf,S EXPIRES ON: JUN 30, 2C20. R9_'h51CI157771 I W, I ow, E I CIESOMPT,ON 4 STEL:'OR► DA M2 GATE B7t6 DRM YNVY. CIS CIRErc EO 5'US -SOLID PANEL STRUCTURES: ATTACHMENT TO ..-EXISTING BUILDING S6.1 XLO& E CLUR Qhrd,`3'.H TQ FS`d . $E TABS IB Gil 55;1 MyUFPaZ 11,CR 12/$4A. FASi� PER (3) 4 FLU--?)• -&=.. 3 x 8 IVJL1] I'lim UG som.5 41 E ALU'.NA1Fl. Low Pr?'ET>aU 4 INFO (11 ADDF INVIC ET CCd4i.. 71dSS5 -W C]iCF}] F4R 61- OR RRCT, us r I ) Tf 4 E TFL SCUD P.VIa W" R• 6 - -'_ (O Etf,ICAi43 aET 0l TTS, .WOE ODO,F5 { l4"iL 5FE (E) CUT TR ISS W Cry] OR t43TE W-E wvm A' 24 CC �..fE7 FESTER CR 7RU6 E'�pA1_ 6­r' vu 0-6, MAX 1. E7i511hY; > ffiSa1.Lom FOL -3 M {h NJ TD 8 PSF WAX) 2 M? PATIO DE=l LM C& _ '50 PSF WY 3. PACE 'S'4A W' CR SVLAR WEF3.AL £f.TVM ERA 90 CtI.f]]TE S ,n-E ROwm To PF$NAE S:AL 4c SUV 1,1.19 BE'Ck4'UAIED RXF EDGE i5 9-Wt 5, LSE TICS G+ETA.'L WTH RXF. BiMCT f4:R 6M,5 NO TQE05 1 At* ' IFS CH FAI. G LfFiki '.1t. LEG OF Mo 5T: a m t.CC41EA ;' r, K F.W) FILE (F wul' 0 DUER 9CE OF WILL D CORNE37=4. TO TOP OF EXISTING RWF CSL n F 1:Ak 3 x e 1`l30D: 9-LED 2'x 6T WV FRIED k.LM-9-&( LFD:a WANL!d LEDCEfi wLza axu.�s i w ETr 0=6 Y pL1 tlV 2 14 O In G N £ HMtGER TO LEDGER CONNE"ON a lvnqvit vzm V -MA41 IV =-Nd u- hl7GF Ffli 5r54.5 �E TAR-E 1A ON :W ;SEE TABLE 1 ON 56.1 �Y 4 FS TFE£Ac>�3 2 Y.Eft' OR 3 x 8.'irW FUJ.E7 A.i'U11MA LEDAR 13i" Pff-UMTiT1i wcuz FiR 9, I.I. O ZYx:a U/54.4- FA$i ois Fla l iFT t{FD FER TrsE 39/95 1. L;G SmS W/- e F41.1=Tmm mo (E) car. TRM TCP MA;] R R DIS, I + II I SCUQ FAno mc!'ir L7 J Iast1. WTFir;4Tl£ W 11R' Cf CRU4904 E NOT - IN EimiC±dm 0;W11W 1M - OrArY; Ck-M C1 1W EMWZ VO►M* W4L' 1. WIEN 07 111--VIS. To.. AV' f?15G1dv. SUL124 WU YATF17Jr cmio>S ST` xEGFTC E1> : F?`.7; I- rmL1t?ETl To mRfY FfIEW= W 7FE EY,9104 SU WU FR4''l.1L3 YiHEN TIC PATIO W,£R PislECM4 IS WDER THW TF< M. PKLlE=J S�Dri 04 TFF Folat'E, TABLE 2. v4_0 cmNE C)", TD 14 1535111r E7} v4ll W-M All OmOr. i5 Firma LYtm TFE AITAC 401T OF TFE PM 70' TI-E FJ3rE.- O R i.w Yi L sm-R EC r Ei�Ymx, i517Ep wm T01Sd2F1" 9U& Y CIF TIC 03511I11, SRA WALL FRYfY$ ONULAtt3 FFJiM SIZc ' YAO TFC PAW MU PFa5CM1 IS WM T1'-44 TM LOX ATa-'IKR4 9-DW 94 TIE FcXI.U,Vtt3 T: %E .CR WV TI =_ Dhlllr3 CP0+':t IS t`%F l TIC F,44X CM;4 "MIN wal N 11x rCLLc w Tkaz 1 NO A`7CRTIwL STTc VIM M. eo.Num* 15 i7fgt fm QEN VST'tr VE71ta".,,,- / Ffia&105 ACE MI'SPjM WN TiM'STATH) AZ.F- '(AS LE Z- Q{TF9AX7V VERIFY THE 14EED FOR SIT E-5PECFFIC EYGINEERING t1yi;Si #•'� �Asa1c W111C.PoN OFEIOI14G 11'Si1 mIGTri YACITH 25 TD 5Q 14'-0" S-G, 7482 DECK) DIRECT COU0 BEA.IA BbW G(lull TRIBUTARY AREA MA{iY IA VIMW'i Ni lrN (-,,')BEAM CONNECTION TO HOUSE. Hi$ F,5-1"4sEETry3,& 4 (o SS.1-A!. RJIE 1- rEl"4-t m 54.4 SCUD CafFll - t E) T' TH0 }IAX LATH -AID *{j PUSTER/WOM SIOINVI, 2: lj 11 OR 3-CQAT STUCCO SEE 1407E 2 (5) '7 x WOOD STUD Wkli $114 AT CONCRETE, BRICK OR NA50NRY WALL SEE NOTE ABU& FASTEt.ER "S3,2 17JFt5 1. Emma la EE RSitI. m to (UMB OF (E]'I'1JL77 sm's FILM Ck7 S-FATHiY' DYS 4-7 O9X4T T0i40 T#S I" 1kY i m- AL i5 vxID l'mi 1HU04 (I) VWD LE 6F, 14S;4 SW, Z FRO&M TFL+d TFr vl :?'j FlSIEWJ1. FEI. TRRA C 114 WELL SRC PER T!a-F 3,J ; IS SkTtSFIfT). �1 Y{AIl. CONNECTFO:1 SWO4 A34 SEE WE 2 CN 5:0 FOR 5 5. Re Nmkm OF A34 moa. MV3ER FM 54.4. FESTET.t 4 MR VaES ON 56.1. SEE 1l7S 2 AN3 3 4. W14. LL 1 -. (E) POOR tF� I MM4 CXtT: RI-IERS SCREW E[7CE ilISTANCE T VMUE.CMM (E) WL (f} Owl' Tw Ttp oxfo CFI X' I4:Y fAa OF LEDCER NJTE. fc PN-TtFS @ 14 (X E EWE OH Li Wf t CR 7MM TyTX5PA4 24' �'!7C " E 8 t.IPd 4114 li+% C051IN FA5CA' F1<7+TG1 I. E swRCi? a3V L00 R)L = 3 PSF (8T.4 TO 6 PSF {IAX) - 2, Nf3Y P?]la L ui L. lm LL 10 " ti41f (N) SION u 0} P4.L m!LE CLEf4 l Ta SEW3, RA SIi k Fl.W CR SIALAR I,6'9 N_ OEM 8 T AND W.PMW Ji.Y TiSE 1 S61 "Cr SEE TABLE 1 011 SEA S'. D,cal AM -SEE T14 E 2 ON al FOR MUNS AT (E} &NT TRUSS DR. R4=TFF?S 0� 24 OC, FLwm s-ck:7H:F3 EAVE CH (E) BLOWV3- WiTA '4 Mo. WrIm CR TIiLm Y=' D:OLFS i 4L 0'Wx 137061H, TO PTW,A1_ 4, M ALTER417-t F (nE1i AM Yl FN D S I t. a: Lax 1KS.i1TAL MTH M Y FER-5/5:5 ANS Tr'�F'a'1 A`:7. IA ON $&177L 1. dT1 E(SILAY3 L - CE3 F7 L (TES:4) T) T IT $ L3r'[&,A FLjM=A20.aX4OCR5]PT r� CONriECi - 2. MftZaS TO BE LOCATED 4 14H F OA,on E4": `i:a Ba'-j E;l 2 O_F,' Fw). TCP A� 8 MITI - x FCR EXTF< M Sava}'A'\jr FM Fi;WS PM 9, 11 CR 12 CN 5-4.4, SEE W-E 39 Ut S& I (E) STUD WALL 3' x 8' r 0.0 0' HEADER (3) Yi 4 LAC: SCREW. R T(P..SE'E NOTE 4 0 t1 COLIC. MALL & NOTE li 'y (3) jr14 S41.s 5 0 '4mu WALL I! EA SIDE L 4 z Il tdlt ii a . " THIC',C F.W LATH • NO i I - 1.. OR 3 COATS Of 5T CC4 3' x 8' RrkTER SSE NOTE 6. MCKET t= 1.. USE.OF 145 i;ti Al 15 UISTFSl70 TIE MUCh',W; FCR LLJM = 10. P F, laTR3 RrA TO CU,A' C W X0 W FCR LAC n''20. CR 4;F$F. )/AX TPiB RWA TO WZ,* lifiLl - 55 FP FOR (a = M PF W, X TRU W 1O. CLt',M_ - ON - 45 W Fr]ft GSL > 34 r�F C iAL IS NCR' 2. 9; FCt.'i FOT tTx'd50 CF TRUJVR( AREA 3Bwl I'm LRi LP 1'ATFI USTM Pil FUGHT S',"11: 5T1Y3: 143 OFVVhs IiLLim m;ccmL C'iJ: 4, V E (2) V ML11 IS-Ti W/ 4' am 0 COT. Vl!'L W/ IT siaxltY' 5. LSE SU TALL OW 1t (2) 3A' W-1 KB-3 W/ 4' EWM Ia 0"1 WZ 1SJ S SPAJ1, 6. ova siulFvr' 0--s V. CaWl TWA M THS 1' MAX 2 x ei x .024' RAFTER SEE TABLE TOR FASTENER TO nAf l AND, FASCIA #1'4 S.M.$. TOP & BCTT 2-x 6' ALUTA. (2 TOTAL) AT EA_ RAFTER BRACKET RAFTER TAIL OPTIOW1 LATTICE GU""iA ER TUBE ROOF P?SIEL 'r= 024" O.C. m f 14 S41S c f 18' Or' T&B 1.'.1.I- "r SEE TABLE: j FASTENERS 'L" 'U' WITN'iAT 10E NO LATTICE p!ilo 3'•0' 2' 04 *10 12 ROWS OF 6} (S) d8 (2 ROWS OF 4) 14 T 1. THIS' DETPL IS UMITE0 TO 30 PSF f,M LL/GSL. 2. FASTERER SPACING - 3/4" LAIN (�)�.RAFTER, TAIL TO GUTTER 2485RAILROAD ST, CORONA GA'92480 951.M.4500 €iATE SIGNED: June 041, 2U1'9 kno AGERO, SUITE 200. L141SSI414 VI EJ0, CA 92691 949,N0 ,l1591 FAX 249.305.1420 IAPM0n V ES T41 EXPIRES ON: JUNE 30. 2020 DESCUTI N* 4.5TEt JOB F E 02-)z C:ATE bhMA pRSPgJ BY C1.7 C1;=C =ED I MSS APM0 195 V-3.1 SOLID PANELSTRUGTURES: CONNEOTCONS DETAILS SEi.2 ' T CONNECTION TO 10 NOT USED T S�I.Lr - - — _ RETURN.. PORT M OF THE TOP -- EVA (Mb INSERT MERE0. '� URS) AT CONNECTON TO COLD H 3 x S,x wl EEL OR 3' 3O. STEEL FcA'� .(3):r 0 THRU-BOLTS CP W. BB (6)-I14 SCIS @ EA, SIDE W_ 3� a THRU BOLTS €O 83 — TOP & BOT TOT& = 24 tVOR I BEAU B3, BS. 57, �. OR B8 PER SCI ` for Of 1 MIA (AND INSERT YM9iERE OCCURS) ON ONE. H RET-PER T/S4.8 SIDE OF WES AT CONNECTANI TO COLUMN TOR4'SO. STEEL POST PER S41 ALUI�. OR STEEL POST. d 7 : DO NOT NOTCH 'BEkId AT END C.OLUFft S :iS'iT OVEREANGG: NORs: i111S DETA!L IS' TO ;SE USED AS AFd ALTERNATE TO WA-!C •3/S6.3 111EAM 70 POST 'H' BRACKETTO POST C4 f . BEa~a 81 GR B4 opwi A4_ SEE NOTE 1 1 2" MX SPLICE DECORATNE FA_SCLA (1' )OO, ALUM., 1 WHERE OCCURS: (6).j)4 SSiS @ EhCli (94T COL ONLY) OR 144HD8OARO) READER TO COLUTA11 (12) FASTENERS PER OOUEILE BEAN B� CONIiECilav BID, 912,.915 OR BIB 1 5/$ o Iva WITH II (4)4i4 SMS FA SIDE PLASTIC PLUG, AS (.: REO'0. TYP. 11 15 + ACCEPTABLE TO f 3" SO POST U Bk kCKET PER 4/ S4-5 n l 1 )Ti:bTE USE 01JE HOLE d. d TO 045TALL 4 - SEE 2 SDEML :SCRKS, I II i TYP. I li I u (2)14 55 EAGH� �$ 510E T&B 132' I ARMTECTURAL SIDE 1. U$E VIALAR RETA?L Al 3 x 3 .OR 3 r'8 BsMMS, O.C. PLATES, SVERE .00CUR, 2. U BRAVKET IS NOT REQUIRED IF SIDE PLATES PER 3/58,3 SfV,.LL STOP fc TLUMH OR H i Z4CiCET PER I/56.3 ARE PRMI)E0, SELO'ff BFW,A 3" OR 4 50 POST BEAM Tf? P4S7 DBL BEAM TO COL S' WIDE KAM TYP 67. B5, 1311. 313 OR B14 1 2• SpUGE S OR R' BEF,'.1 (6) J14 5MS M SIDE WRERE OCCURS VO pv -11C r, TIP. (a J14 PLATE 5P3 l Is ] {ItST COL Oi�LY) (8) �14 S:iS � STYE 7 Q 6"d PE1�i 1i C Ftu�, hP. AT SIDE PLATE SM SEE NOTE 1. �o i Or PROMOE FULL SE4RIK OF BEAM -ON POST, %,0 HOLE YAM PLASTIC PLUG, AS FEdf), TM JT IS ACCEPTABLE TO , ,,a fiA S USE onf: Hoa TO 114STALL SEI'ERFL SCREMS. TYP. nON (2) 1 5!L5 Fl SO-' AT ! - SDZ PLATE EA, S'DE, SEE S 52 ma F_Ph-. k: BOTTOM MM RT 32' OC. )WA � TS9LE 1 ON 51.x OR Mx S OE PLATES ."ONAt STTROFOM 111% Or sECriOti ELEY'T10H - 3' so, Pw BETMEN A -= S'OE PEAKS G�J{ SiC? BELOIY SIDE PLATES THE coF+1rECLa i BEAM TO RO.Si' CONNECTIONNOTES!0 COLUMN 132, ADJUST SCREW 1,0CATIDN TO LOCATE SCRER'S 3/4'_ 1'-0' Ih �O THE FLAT PORTION / 1'ERT1CiL WALL OF 9:A'd CORONA,GA.92880 951.736.450D ❑ 858 5 DATES1Gh'ED., June 04, 2019 := �� pry-�;�'��• 25030 ACERa, SUITE 20D MSSIOM AEJ0; CA•92691 949 305.11501 FAX 949,305.1420 A Mp ES 'CL�1 EXPIRES O.J: JU14E.30.2020 RErIMNS Mtm D.A.-tE U£S:RLPT1C'1 4STEt 359 Lc.7C*'2 DATE OTr Y16 CaMN7M CM SOLID PANEL STRUCTURES. CONNECTION DETAILS S6.3 'I 3" STEEL ;P13ST STEEL INSERT PER 4%57.2 AT POST TYPE .L`7, C8; :& CS' I ADJACE14T I �-BOLTS PFIt TABLE 2 0A13E TYP:--7 rF--R r.- ��/� Jti'•r f � a ���;L a , •. e - � � iil PER 4/S7.2 Q v a. COMRETE FDOT11`C MOTH = LEH M- (IN) SEE FTG. SCHEDULE 14 BUM SPAR TABM Nam 1. THIS UETAJL CAJI BE USED FOR STEEL POST TYPES C8. C7, -CO. OR C9. 2. THIS DETAIL SHALL NOT BE USED FOR ALUl7 MIJ POST TYPE CT DR 61LP11t,UI4 POST TYPES C2 OR CS. 3. IT IS A.CGEPTAELF TO D.IRED THE STEEL POST DIRECTLY WO THE FOOTING PER 5/57.1 IN81EAD OF i351F;C ,BE POST SLF£1 c S."3O4N ill -"THIS IDEML. 4. THIS OFUML MI BE USED ON A SLAB .ON B1WI PER 8/S7.1 AID. PER TABLE 2 MI SM. 5. TFIS DUAL CRt BE' U%D_ AT FREEST,Lh9 4 4R AT ATTACHED STRMTUR£S. 7 STEEL POST SLEEVE CONNECTION TO CONCRETE FOOTING !•_,• D„ �_3° OR 4" STEEL FQSr, ADJACENT If ORADE iY7.-7 T- t ur z< r �' � I + . POURED A35 THREADED FOC Ns r POD w OUT £A. SIDE EF45, LEINGTH IN OF.COL. DR 24 REM.RJ PAN TABLES II PACE f10TES: 1.: T'IS DETAIL IS TO BE US,EQ M POST TYPES CIO 4- C11: 2. THIS DETAIL W ALSO: EE USED. FOR STEEL POST TYPES E6, .C7, CB; CS' 3. THIS 1CDEFAIL S'H.4LL NOT BE USED FOR. AL Uf,!1NAPA POST 'TYPES C1L. C2, DR C5: ilaLlh31 4. THIS CFIwL CAtJ BE USED AT FInEESTtiND!i;°6 STEEL POST EMBEDDED INTO CONCRETE FOOTINQ TABLE 2-ANCHORAGE SCHEDULE :DRACKET OETA€E POSTTYPE FTG(Illj AUCHORROLT5' (S-f t'1TE2j 'SEE NOTES, :ALUM T I/S7.21 Cl I SOG (2} 3/8"41d w/ 1-718T embed AD)fAT IJS7.2 C] kL (2j3]8"?ias'+It=7IB"3motd A_'UMT 2'J0,2 Cz :50G [2}•3/8'dIz w/1.7/8'6n4Cd .3 ALUM 2/S7:2 I CZ P1L (zj-3j8":diat:(27/B"•embed 3 ALUM 2I57:2 1 CS SOG (2�3]8'dlaxj1.7/;'embed 3 ALUM T 21t-1 2 CS ALL (3j3/W dla µ17-7/8" Embed 3 STEEL T 3/S7.2: C6 I SOG (2)-318' d1a w/ 1.7/8' embW STEELY 3/57.2: C6 < 2 2 " .(2j-3j6'dlav:J2-7/8•em'bO 13,4. STEELT 3,S72 C6 s24°. (2j-1 /2'diz v:/3-]/4"Embed 1;3,4 SM1.116 4/57.2 C6 <_30' (qw2-ftv113.1141'embed 1,4+6 STEELYI:S 4A7.2 C6 :434": (4)-5/B"dia:la/4"embed 1,4,6 STEfLlttS 4f57:21 :C6 235" (4j-3j4"di9v./4-3/S'EFnbed 1 1.,4,6• STEELINS 4/S7:21C7,C8,C9 At ;[4j:3/4'diav:/:4-3/4-crobcd 1,5,6 EMBED SIS73 C10774L NIA ROTES: I • -FTG IINj 15 THE FOO7fi6 DIMEHS1ON REFERE14CE0111 MW SRAFI TABLES Ott SHEcTS S8 xx.x 2-Al1CHOR.80LT$ SHALL 9E SI rAPSON STROIIG 8OLT2; STA1 FILM SE EL IICCZA303)T. HIL-iiWTZSSW4ALSO SEWED Wl;HA4-SLAB.AAAA REDUCED EWE DISTANCE OF3 iA' ICC-ESSIS17). 3- IT 15 ACCEPTA3LE TO USE TH E STLEL !1°'SEAT PER 41S7.2 MSTEAO.OF THE ALUMI N UM T P ER 2% S7.2 F OR POST TYPES 62' X4t? CS OR 11: IMP -AD OF THE STEEL T PEA.3JSi.XFOR POST TI^r E CEi.8OLIS_Gill RE'MAIH; SSPECIF)iD IWTHIS TABLE, 8if (4) BOLTS SHALL 9E USED- SEE 1.07E 6-. 4-.IT I S A'CCEPTA3L TD U 5 E THl FMBEDDED POST DETAIL 5/57-1 €NSTEAD OF THE, STEEL MSERT PER 4 j57.2 6R STEELT PER 3/S7.2 FCR STEEL POS-15 M. 5 - IT IS ACCEPTABLE.10 U5E TH E VAIIEDDED POST MAILS /Sy. I I NSTEAD� C>I: TH If 5iEEL HI"aERT A41S73FORSTEELPOSTTSCP,:EBMCIC9. 6 - HOLE 51 ZE I N BASE PLATE SHA L SE hLaK. 118" DIA :SETER 6vuRS.'2ED, UNLESS S'%`ELOPED l7 kHER IS PRO\ -,ND. (D ANCHORAGE OF POSTS TO SLAB OR FQOTfNG. CENTERLINE OF "T° !MACF ET TO BE; PARM14 70: 3 STEEL OR RKM WALL. ALUMINUM ?CYai "," BE21;Cf(ET PER. 1/s7:2, I FALTS PER TABLE 2 ON 57.1 v n u y'rn' LLM ;. SCP SPAN TABLE i ALTERNATE FOOT114G DIMENS1014S FM(61} At AIt2 AI0AMACHED) Aft 4 All M6 All ASt8• V/=L=D Vh:L:x0 W)(010 ►Yxt%IS" WxL)r18" W)xLx24" WxLx30' L'291x36" L4x1x42' (SEE NOTE II. (5EE!"OTE21 [SEE NOTE 3) [3E ME.4) (5EE NOTE5)' . ;SEE F!M 6] (SEE 1,'OTE71 (SEE NOTES) (SEE910TE91 IS ISx13x18 12xITx12 Isxisx19 rl$xwx{8 16x.16x24 14x14kSo 19A13x86 12x127.42 20 200Ox20 12x12911 21x21x13 75125X18 ma19x.24 .17x17)r30 13%.1SAM '14x14x42 22 22x22x22 165:16x16 25%25k18 35K33xla 71x21x24 19x19x30 37,x17x36 16x16x42 21 24x24x.24 2Dx10x'20 2$x28xle J.43xoti8 24x24x-24. 2Z'x:22x:30 2Ox20x.36 I$r1SX42 26 26x26x26 29x23x23 32x:3ZA16 33x31.x2.4 7-Sx.ar30• lIX22x36 2LK21142. 28 28x28x28. 25a25.x29 35x35x18 38x38x24 27x27x30: 2505x36 23xMK42 30 ?Ax36x30. 28x:25x28 39x.38x1S 30x.30x30 28x28x311 26;x-20x42. 32 32x32x32 30kaoxw 43x43x18 37•x37x.30 AD;30x36 28x18,x421 34 34x34934 32x32x32 47x47x13 I 33xS3K36 .3101x4Z 36 56x36x.36 345c34x34 5 r,,SI%18. 36x36x35 34x34x:42 38 36x28x38 31x375c37 55x55x18 43x43136: 36 x 3 6 x42- R4x40%40 39x39x59 .60x60x19 3$x39X42 .Cit 47. 42x42.x.4i 4.1x41x41 .64x64'x,I8 i2x42x42 44 44 x-44 x 30 46. 46 x dG x 30 48 AS x 48 01) 50: b41<•50 x 30 52, 52x52x30 5.4 54 x 54.x 30 56 _ 56x55x3o �8 i8 x 58:1r 3O to 60 x.69x'30 62 62x62x'30 64 '64x64x•30 b6 66x65x30 6a" 63 %'68�u30 770 _ I 70 x�70 x 3.0: I 72 72x72x30 74 74.x14%-SO 76 76.17S.x 50 -.. - 78 78%79vG30 80 88x80xM 82 R2 A:82.x 30 84 841x6.4x3¢ IS 'a 86x8Ex30 I - SS 38X$8.x50 90 40x90x30 I OWE TV. WTE'5: I - "FIG (INr IS THE FOOTING DI MIEUSIM REFERM ED III BEARS SPAM TABLES ON SHEM SSxx)t OR ($.70:-y- 2-"ALTrISTIEEF007Ir,DImum 14BmED014THE-ETGlllly-DWAVISLON.NOTE) HAT l;�"E?rL 3--ALT2'15-9iEALTERIATEFOO7ItIGOFF4ENSIOIJFtQLIIF.EDs'?FiEII X33".rhlNiklCt SEASI5PRESEYfTABOVETI{EFOt1T11JG INOTE7F!AT1'J l M14CI CIE MOT1110 4 •'ALT 3" 1$TIAE ALTMATE FOOMRG DIMEf:510k RiEMIREDWHE NTHE FOOTI Ile is KEPTTO All IS" DEPTH F'OR UPLIFT DESM, 01AY, TWIS VALUE I5•TD 3EUSE6 0'71Y?.TA1FACKVPAAT10MUCTURES.ROTETHATiH- -I00=I8". 5-"ALTP"LSTHE ALTERUATEFOOTI14501MEi5I014RMU;M0 :MEN THE I'd OTINGISman ToA14IS DIEM. NOTE TF .W-LA140DYIr. 6--ALT5'ISTHEALTERNATEFOOTIECGD1MvIRONRECLUIP.EDYVL NTHEFOOTITM1G.XEPTTOAN-24"0EPTH.NOT'ETAAM-LNIO0-74". 7 'ALT 6' IS TWE ALTERMTEFOOT1 M, DIWMiSIONREQUIREDIN'llalTHEFOOTTi1415-REPT-TO All 30'DEATi4-NOTETHATW- LAND D?30'. 8 •'A/T7'i5)Ue ALTERUXI't P001I46 DIMENSION REIRUIRW't?HEH.THE FOOTING 15 KEPT TO;'U4 ' L'EPTH. I.'OTEWATWAA140 C1=36": 9-°ALT8'ISTHEALTERNAITFOOTING D161E1i51OIlR84UIRED YJHMTILEF00Ti::G15KEPT TOAN42"DEPTH. NOTETHATW, LAIWL-Jr- 14nr s T_ TH1S DETAIL-CA14 BE USED WITH POST I,rE5 C1C2, C5, OR C6. 2, THIS DETAIL'SMLLNOT BE USER FOR FREESTIi'IbNG . STRUCTURES. 3: THIS MIL SF°AI.L. NOT EE USED. FOR POSE TYPE C7, C8, ;CS, CIO, T BRACKET CONNECTION Tp CON.CRETE FOOTING 3 FOUNi3AT10N TABLES: 2485 RAILROAD ST, CORONA, CA 92890 951.736,4500 A OF CA,L DATE:SFGNED., June.04. 2019 vAlm 26= ACERO, SUITE.200 MISSION VI_ 0. CA 9269i 949.305,11WI FAX 949.305,1420 IA. pMo E S Tri EXPIRES ON: JUP�!E 301, 2. 020 DESGd1'T00 4 sie_ :02 A DA42•Cl2 DATE 07�iv;'16 EVtAY7:8Y c"I 1APM0195 V 3.1 SOLID. PANE L.STRUCTURES: FOUNDAT10N DETAILS -_ - P 3i0 1745E 04STO gl l OW4 PL JLa 3` STEEL POST 1 M. IN Illf.� �i I TABLE 3 • CMAX WIND SPEED: 13DMPH, EXP C) MW MUM POST SPACING WHEN PATIO COVE IS INSTALLED OR SLAB ON SRADE TRIG wrrJTr•I ROLLHIFSRYJlFORM151no 1RP LIlGSLtpsf? GSi(ystj LVGSLTpsq 1000 20 Of 25 Dsl 30 of ID Ps.' 28pf 10%4" o.-r 1Z'•6" •10'•6" 9 =9' I 7-0 �v I b -4- 3G.'-5" 5,4" - 7• 9,,5. •9'_U. I H'�7" 7',6` 9., 8,-Q" 7'-6'• iBR €tP 5'•3" u, , 5'-2" .:7'.D` .hp u;> 5`=S'' 6'-U" 12' S'-JS" 5'-5' up up., S'=3:" 5'•5' t,"�TcSt: 1­3P IJJ6fCATESTHATAFGOY GISREOUIRED;:AtmTHtPATID COS cA CFSJ NOT BE SUPPORTED 0fJA5 L4$ 0! GP.'ADE 2-F01s LIt'i QR51 C11'J LD.ADS NSGkER Ti3�JJ 7YEOFJES Sh OI;'.iJOYd 74TML£,AWTiY,'G.ISMCLUTA0NIP THE PAT) O-COVEPCkl`,QT .BE lInTALlED.6F SLAB.ON G ADL .. TABLE 4-(f,4h1 1YIND SPEED:13.04M, UP C) MNCMVIAT' 0 POST ATTAalEDSTRUCTUPEIVIDTH 1.'HEN PAM COVER IS I14STAULL ON SLOB ON GRADE TRIB 1'J MH (f') ROLLER FORMED PANS (110 IRP LLtGSL(pin --GSLIpl) - ulatipsl} 1005t 1 20ps1 2SLs€ 30ps€ 16a5f 20DO 5 27'-2" 221=0"1 20?-3" 1.8'-0" 25'-0" 6 22'-84 19` 5 1.8'40 � rR,:. 21 D• 37'.6. 7 I9"-4` 1B'-O":: 15'-6„ 35'•0" ix -am 8 17'.-p" 17'-O!_ 151,0 14'-0" 15'-8" 15'-0• N? 1.414. D.. 10 ]3'•61` .Y5'.-Q� HP CJP 12'6" 13,-0" 11 lz'-4u 14'-0" tip up 11'4- 12'-U° IZ 11`-S" 13'wW I J;P VR lt) V ].1'-St" �1 T BRACKET CONNECTION '. TO SLAB ON GRADE 1•=1 u' A! urA ALLOY sae3-ra OR TEK SCREIY3, FA swE. Ta V4 HOLE E4 S!O: I ) - (3) 31VO BOLTS 0.0851, TYP. CORONA, CA 92 ST, � 0.750" Ci�RQs�lt CA 92880 'r _ _ 10" SO. x %, BALKS PL 5.662" TYP_ P5i.736.45LO 4 T.O.C. EI&AMeI f�S,: � - JlO7E5! I. THIS BiMCKET 1S 10 BE -USE0 VATH POST TYPE C.7, C8 do C8; AND, '%nj C6 I. EIRACKET LENGTH IS 2.15' (WHEN FOPT1140 SIZE IS 23 OR LARGER). 2. THIS BAACKtT IS `TO BE USED W7 POST -T> r a 91, PATH OR MHO.0- 2, SEE TABLE 2 ON .$7:1 FOR ATTACHMENT TO FOOTIRG/SLAB.. SLOE PLATES PER SP3 OR SP4. 3. INSTALL Sy x IYA xYe. HUG WELDED WASHER PIAE WFIEfa HOLE O'AI.EffE is 3. SEE TABLE 2 all S7,1 FOR. ATTACH1,04T 70 F00Tii4G/SW. MORE D-101 Yjm BiGGER TRAIN ANCHOR BOLT MMETM 4. FUSIALL tY.xY HOG WASHER PLATE AT MCHORS FOR 130 MPH 7 C THIS V0,1'40 CM ALSO BE USED FOR POST TYPE G21 05, iOR -C6 (ILL FOOTH.NS MES) SEE TABLE 2 ON S7.1 A!D 7/$7.1 FOR A1NCH0 REOUMO1ENTS, STEEL Pa57 SLEEVE 1 ALUMINUM T-BRACKET FOR POSTS 08, C7, C6, 09 3 =T` o' FOii. PDST G1 I'_� ALUM ALLOY 600-T5 DATE SIGNEa: June 04; 2019 4-J14 SEAS 2 405" OR TEK SCREWS, { --� Ek SIDE. TYP. ! i Yak HOLE EU, 9DE M30A6E0,'SdTE.200 3" STEEL OR CENTFRLINE OF 'T' t Q.O44" 11'P. MISSION VIEJO CA.02691 BRACKET -0 BE PARALLEL OJ50" o JSLUl:JtlU}A POST 5;5D' TtP. 94�J.3'a+115ifJF14h 49:365:i424 I TO HOUSE S1'iJ! NOTES: 1. [BRACKET LEMIIH IS 2.75'. GRADE I 1` F.TJ-CKET PER 1 ACK /S7.2, 2.. THIS SREf IS' TO BE USED WaH POST TYPE C2 OR 'CS, ISt1Tri OR S',TiERE.00CURS 2/57,2.OR 3/57.2 MYRDL?T •S10E P{AIES PER SP3 OR SP4. 1 fi" PIN, T:%ISTiIlG O.R INEI'1 J.J,9 .4C1. 3. SEE TAM �2 ON S7A rOR ATTACHt�FtNT TO FOOTING/SIA3.. { S ROTE 6 GRADE. Cc R 14EW Psi Am 4. JNSTA�_L 0i x % x )i HDG WASHER PLATE AT ANCHORS FOR 130 MPH. I [� 5 'STEEL T-BRACKET PER 3/S7.2 CIJt BE USED INN UFLI OF THIS r3R4CKET. i A An 0 a 1 ti SEE NOTE 6 ES ALUMINUM T-BRACKET TIi E[.GE 1) SLA,9: BOLTS PER TABLE 2.011 4/S7.1 FOR POSTS CZ C5 Y lw V'HME OCCURS EXPIRES "M. JU NE A 2M 0.75" 4.00" ASTJA ASO..GRAtr :3I I vICG:s lYt� 1.75^ 4-.yjE4 HOLES- E.?3Ri: LATE OESC�IFALL'I I.DriS� 0 O :� � � HOLFS, lYP EA $IOE F,IIS DETAIL D�Ia .BE USED WITH PAST iYPE5 Cl. C2, C5, OR Cfi.� 2.. TABLES 3 AND 4 IN THIS DETNL CM BE USED FOR FRECSTAfa UG ,~i 0 0 C� �€ DF STRUM'RES AND/OR COVtIERCEA<APPLICATION5. BUT THE_STRUCTURC -0 0 ( BRADHEf TD J CANNOT BE INSTALLED 014 A " ON :GRADE AUG- REQUIRE$. A ?LklT : sreL cos i uaa. F'O7'MG PER SB.ec�at _� K q WALL TO 3. THIS DETMI. BHA!!- NOT BE USED FOR POST TTPE CID & C11 3.5D' lf.w. WJ L QNTE 4. SEE 'SLAB 0 CRADE USEDAS A FOUNDATiD)t .SYSTtW NCITES 014 7sP GGA FOR 111-Ml .IM OAMIL DIV01SM OF SLAB AND ACCEPTABLED74L,7I9Y tst emcKlmO AND CONTROL/UP02510111 ANTS MrERLJ1. � � 27-go 0 HOLES FOR 5. WHEN THE PATIO COVER 15 It1ST'ALLED Oa :A SLAB .CO GR,€ _ Ch���ED 1r05 ---fitES}E1Et,'3TpL APPLICATIONS 01i11j. THE i1.A7 MU ..--P35F--SPMH9C-IS NLo K L(YhZST OF THE '11V Parr SPACING. (SPAN)•'SHDYW ON SS.Ml v 3.1 AND TH= IJ-R,YIMUM POST SPACRIb SHOIA { IN TABLE 3. S. 9C NOTE 2 QN 4/S7A FOR ALTERNATE. ELEVATTCRI - - - 7. THIS DE17AFL Clot ONLY. U .USED IN It'-M WIM A FROST OEPTH EOUAL TO ZERO: NOTES: 4.QLID PANEL STRUCTURES: B. SEE `GEtNEA.AL MOTTOS -:SLAB ON GRADE USED AS, -A Mljf .JIM4 : '•. THIS BRACKET IS TO BE USED WITH POST TYPE C15 NHEIt FOOTING SIZE FOUNDATION DETAILS SYiI�iA7 NDTES Ok G%I.. FOR MORE, IWGRI ATLM.- 15-24' QR 5I.ALLER, %III! OR WITHOUT S[fA PLA B PER SP3 OR .SP4. 2. BRACKET CA ALSO 13E USED V17M POST TYPE 0 OR CS PER TAB! E 2 ON S7.1 AI,'O. 2/S7,1 3-SEE ; TASCE :2 4N 57,1 FOR 47TtwHh!Ehix TO, FODTIING/5>A9; 3 STEEL T EIRACKEf FOR PCJ5T C8 S7.2 ATTACHED & FREESTANDING SOLID COVERS - 10 PSF SNOW LOAD OR LIVE LOAD - 110 MPH - EXP. B I gj . 6 5" ROLLFORM 8 B2 MAC BEAM B3 A" I-r3EAM 94 . 4,5" MAG CUTTER 65 : 1:2 G4: 7L"UI JKVmhiEL 87" FBEAA4 ATTACHED FREESTANDING ATTACHED FREESTANDING ArPACHE6 FREESIANIJING. ATTACHED FREETrAf oING ATTACHED FREESTANDING: ATTACHED FREESTANDING TRIG LYIpiH WIND. ESP VAX POST :SPACING SPA3a) F7G (IN) �71N POST TYPE MAX POST SPACING (SPAN) FTG QN) hM POST TYPE MAX POST SPAC1fJG (SPAN) FIG tIN) IdllJ PosT TYPE IAAx POST SPACING SPAN] r G: (IN) 1aIN POST TYPE FAAX PCST SPACiNIG (S(IAN FTG .[lial 111ia POST TYPE IAA.X 'POST SPACING SPA14) FTG (IN) land pOS7 i)'PE I." POST SPACING (S.PA1a3 FTC (IN) 1¢!N POST TYPE 1fA1( POST S�RGI1aG (SPAN FTG (!h') 1a� POST TYPE 1.SAY POST $PACING [SPµ.C7 FIG (IN] ri[N POST TYPE h!AX POST SPACII4G (SPAN] FTG (;N) 1,lIW POST TYPE MAX POST SPACING (SPAN) FT13 (IN) h5na POST TYPE LIAK POST SPACING (SPAN) FTG (W) hSIIa POST TYPE 5 11OS. i10•C IT'-y' . i1'•8' 18 20 CT 11:r 28 C7 10-.4' 17 G7 9'8 75 C7 f3-7` f9 CY 17-4- 27 C7 T-3, T9 C7 i2'-? 27 G7 13'-4- 19 C1 12 iSi' 27 C7 23'�' 22 C5 2i'�" 3S CT 11'•4' 28 10 4- 19 FF2' 28 13•-7' 21 171' 28 r44' 21 t1'-"! 28 i7:3" 2f3 1i'-10' 28 23'-4- 25 20'b 3Q 8 110.E i10 G 10'•9" 1i7'•9' 18 2f C1 t0' 9' 2Y E7 5.8' 18 C1 :&-IV :24 C7 12=5" 19 Ci I V &, 28 G7 12 2' .. 19 !CIT i l' 2f C7 T7-7' Cf C7 SS•-..,r' 32 C7 10'�' 27 .1}-0„ � a-0. ?"q f2.1) .4 114" 28 i2'2' 2i 1-2' 28 1 V 21 11-0' 28 =.V 26 7 11p 8 110 C i0 O" 10'•0' 19 7.i 1014' 28 C7 8-3' T8 C' e'er' 2S C7 12-2' 2Q :C7 11-1" 26 C7 11'-3" 2(1 e1 10-10" . 2S C7 -72 0 20 C1 11' 8' 28 'C7 ?0-10' 24 CS i9'-0' 18' 7' tL2 C7 94r 27 9-3' 21 8'-3" 26 12-2' 23 101-W 27 11'-3' a2 10`7" 27 1Dd' 2i 10 C x7 20'-Sf1" 2T 6 1108 110.E 9.4" P�4" 1 19 22 C7 YW 9.1^ 28 2a CT 8=1L' 19 1 8'-2' 25 C7 1i'•B' 21 C2 10-7" - 27 47 19-7' ZO ] CS 10'-'G" 27 C7 11'4- 21 G2 Iv_v 23 07 20-1" 25 ?8'•2' i7 9' 31 C7 5'_TQ" 21 7-1D" 25 1i-B" 23 i0 27 1D-7' 23 10-2' 27 9-9" 22 V 7• 27 2f1'I, 12& 3 130 8 5-10" 20 (,1 B•10' 27 C7. V-7' 19 CI VAC 20 C7 1?-.1' 21 1.0-2' 2B CI 10'-0' 20 C1 10'-0" 27 C7 11-0' 21 G2 IOAI 28 C7 19'-21 99'2 25 28 65 57-5' 17:1" 32 32 C7 S 1p O $=t0" 22 g T.. 28 8-7 Z2 7'-7' 28 11-1" 24 10'-0" 27 1D'1J 23 V-7- 27 9'•7 22 9'-0' 27 74 1108 1100 8:f' F-W 20 23 CI V. 8 i, 27 �7 C7 C1 28 G7 10=5' 22 C2 9-10' 28 C7' 9'-6" 21 C2 9'{3' 28 C7 fDa1" 2f C2 -fT-9- 23 'C7 W-3' 18,-3, 26 7 CS 18'•10' 18W 32 32 FB $-3. 22 . 7, '• 27 IV-6, 24. 8-7' 28 8 G" 23 9 2' 28 8`5' 23 V-7,, 27 1i' Sf0 6 T1QC a-i" S-7" 21 23 6'1" 27 Cr 8'0' ?O C' 7'4:" 27 10 0' 22 9-7' 2D �7 9.1" 27 C2 9 i" 28 9-ip' 22 C2 9a" 29 C7 1T�" 28 CS Sfi=4" 16'-U.. 33 -33 � 7'=i!' _28 8' -7'•2' 28 10'�]' 2L 3=3' 243 9-i" 24 B'-9" 23 VA" 23 8':2' �28 1T-' 127 12' Sf0 B T B' 21 C2 T•S" 28. C7 7-r: 2i G2 7,2 27 CT 9 T 22 C5 $'-3' 21i C7 & $" -21 C2 29 C7 91•5" 22 C2 8-2' 29 Ci 15 8 27 15-7- 33 CS yT0 C 7 Ci` 2C j 5 26 7, 7, 23 7, fl 28 . 9-7' 25 a-1. 29 8-0 24 8,-4, 28 8-0 23 T 10' 28 16$' 130 137 {1} C:I{y5 R1 BS (��."BEIRA ART Bcy. 03L2•x5.5xfi042 B10 D8L2x6.5x0.032 B3T 3x$x0.047 B12 DEL3x.S.x0.D42 ATTACHED FREESTANDING ATtACkED FREESTANCiN'G ATTACHED I FRE.ESTANDINC AiTACHF0 FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING TRiB 1^JlDTId WIND E ? MAX POST SPACING (SPAR!) .FTG ON) n11N POST TYPE tJAX POST SPARING (SPAN) FTG ON) Ii N P4QT TYPE MAX PDST SPAEII+C (SPAN) FTG tfla} Lana POST TYPE MAXh1Ax PAST SPACING (.SPAN') FTG (naa r.11ra POET TYPE POST SPACrhG (SPAN) FTG [1N} lalta POST TYOE A'Ax POST SPACING (SPAN) FfG (INj hTIIa POST TYPE I+�Y POST SPACING (SPAN) FTG (iN) r,;lfa POST. TYPE IJAX PDST SPACING (SPAN) FTC (lIi) 1,1n a POST TYPE hIAX POST SPACING (SPAN] ._FTG {1hF} r IN Po57 TYPE }.4FJi POST SPACING (SPAN) FTG (Ii.j yn N I POST, TYP MAX POST aFAC11G (SPAN) FTG t" ► IIN POST TYPE MAX POST SPACING (SPAN] S ON) 1a[N POST TYPE 5' 1T0.8 28=5' 28-5' ] 23 1 Ica'CS 24 4' 32 27 29'-B 24 CS 23'-10' 33 SB'•D' 26 C1 18'-0' 20.T32-'fA Cr G1 13-2" 27 Cr i3'S" 19 C1 '.Sv 27 G7 t4'-2' 1S'-1" 21 23 C2 153 17-6' 30 31 C7 23=3 34 C8 2V-&D 27 252' 35 #71 Se'ry" 2a 15ED 30 12•t" 12-3 28 1Y-i0' 2T 121. 29 6 :.10 8 iTOC 25'3' 25'•3' 24 27 . 23'-0• 31 G7 37.9' 25 �' 2 32 4'-7' iD Cl 1.4-7' 2$ .CT 12-i" 12.,1. 27 C7 12� 1 a Cl 1X-0 27 C7 1 i -7 18:•5' 22 24 CZ . "-7' 18=' 23 31 C7 27•-4" '33 C8 27'-9" 28 R4.7" 34 C8 I i4-7' 23 14=0` 28 W-6'C? 11'-Z' 28 11-1 21 T1=S'. 28 r f i U 8 ifOG 24' 13' 2k 4' 25 28C'S 21-8' 32 67 2a'-4" 28 CS 24 mT 32 G5 13W 21 C2 13' 6' 28 11=2' ZD : CS T f'•2 27 C7 11=:T" 20 C1 i 1=7' 27 C7 5&=3 r2 C2.16 =3' 29 C7 2i-3' 33 C3 2a d" 2e Z34" 34 i3'�t' 23 13'0' 29 16'8' ?2 50 4` 27 TO'•i4 22 90'-$' 27 i5-3' 124 13'•G 3a 8 110131 110.E 73 p' I 23wk :s 28 E WADI :2 C$ 25-3" 27 C' 23'-G" 33 GB 12-5• 21 C2 178 28 iQ's' ZI1 CS tga5 27 C7 10=i0 24 C1 10'-19, 27 C7 15'-3' 23 C5 r5'-3' 3- E7 20-3` 32 25=3' 30 2Z-' 12-8' 84 f2'-2' 28 iC 22 g-9, 1 27 far' 2z 10-0 zr s.4:0 29 710 8 110 C 2Y-1' 22 1" 27 34 C5 20'-1' ;5-!" :43 33 24' 3 24'-3" 27 31 Ca 22'_ I,. 34 CS 12'-0' 22 C2 1219' 29 C7 9-11i 21 G2 V-10 27 10-Z' 21 C2 10.2' 27 C7 !;-I- 13'-7' 23 25 CS 14 4" 13'•2' 30 C7 21'•7- 34 C9 I 12-D' 2, 11 �- 29 5-4" 23 E1 3.2' 2' F!$' ] 23 C1 0-" ?i 10' i108 21 27 GS 19' 4" 34 C8 23 B' 28 C5 21'J" 35 C9 )1-4" 22 C2 1l'µ1." 29 C7 "A.. Z1 C2 9-�" 28 C7 9'.2 ?1 C2 "d-"[' 68 C7 13-FI' 24 C5 13 6' - F2-T' 31 34. GI T1(3C 21r4" 1 3f 1f%ii7" -33 23'.S' R2 iLl'-y 34 13� 25 10'-10' 23 r'G 23 B.o 27 3'-2' 23 8 27 12=T4 26 11' 110 B 140'0 204 2(Y3' 28 35 1$-$' 4 22 9" 29 CS 20' 8" 35 C9. iO-SQ" 22 C5 10'=10' 30 G7 S'•• ' 21 C2 8-0' SL4 28 28 G7 8'-47 8'�" 2.1 23 C2 C•4' T•& 28 28 C7 1R'-i" ip�3 24 io C5 i3-1' T20' 3E 30 C7 4'8-34 34 279" 32 20-2" 35 i0-1D' 25. 10'-4" 29 8'7" 23 ii 11p B 20 l" 28 CS 18'-3' 35 C 22-f' 29 CS 20.1" 35 G16 i0 4" 23 G5 1Q 4' 3Q: GT I . 8-7" 2T C2 V_7" 28 C7 7 r 21 C2 T-8" 26124 C7 1i'- 1 27 CS 12 i' 11' 6' SS 3; C7 110E 20'-t" 3z 1T',9 35 3x y• R3 i4 �" 35 10 4" 2a" 10, ,. �0. 73-2" 23 VZ' 28 T:1" 23 !-1" 28. TR'8 I WIND WIDTH I Ekp 3 x'8 x 0'.042 WI 3 x 8 x D.042 BEAM W1 DBL 3 x 8 x 0.04F W1 D.BL 3. x $ x Q A 42 V%1Y 3.]c 8.x0.042 WI ❑.BL 3 x 8 x t3.Q42 W1 Big B U13 4GA STL INSERT 114 12 GA.STL INSERT DBL 14 GA STL INSERT Bib 13BL 12 GA STL INSERT f3i 3 12 GA STL U-INSERT 12 GA STL U-NSERT ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTAT D94G- ATTACKED FREESTANUNIG A•iACf-iF FREESTANDPG ATTACHED FREESTANDING htAX MIN MAX LIN r:1,4X FAIN LIU MIN Ilu9X r.:IN MAX MIN IJAX hiU! MAY 14114 1.SAX htlN h7¢}C 1.11Id lfA1C MIN 1:3lLX ISBa POST FTG POST FTG POST FIG PCST POST 'FTG Po57 POST FTG POf� POST FTG. POST POST -FIG POST POST FTG POST POST FTG POST. POST FTG DOS_ POST FTG POST POST FTG. POST SPACING .8N) POST SPACING p,[) PDST SPACING ?IN) SPACING ON) SPAGNG (0) TYPE SPACING .ON) TYPE• SPACnJG (!N) TYPE SPACIh a (fti}. TYPE SPACING [Ih} TYPE SPACING 0N1 TYPE S.PAgNG .(IN) TYPE SPACING (iN] .f1PE (SPAN) TYPE (SFAN{ TYRE {SPAN) � TYKE (SPAN)- TYPE 4SPANj (SPAN) tSPAN) (SPAN) (SPAN) (SPAM tVAN] (SPAN] 21 CE f8 4' 3a C7 20 1" 21 C2 21YAw 30 CI 25-3D' 23 C5 2S'-f0' 8i 28�" 23 27'8 35 C'�C 25=14' 23 C8_ 25=1i} A3 C7Q t2 6' 25 CS 37 S9 Ci0 23 17�' $1 20 f" 24 19'4" 32 25' 1fr 28 24'-f0' :4 28' !c"a" 2! 27'•V' 37 22'-11' 25 CG 27 tT' 4; 2VA1' 27 Cv. 28'•S1" 47 21 16-8' 2$ ;8'-4" 22 C2 18:4" 30 23 6 24 C5 23' 8 32 C& 25-1a' 252y CS CIO CS 2d'3' 48 C10 3i+ G10 f6=2' 31 18-d" 25 fi'-3' 33 .23w5' 27 2i-9` 33 i5'-1fJ' Z4'-1{1" '8 2f-7' 28 CS 2y-T' kfi 'eT-2' 29 C$ 2T-2" A8 f$-5' 24 C2 C7 C7 G2 15=7" i9 C7 17-1' 22 C5 17=1" 30 C 2T-0 24 C .22 4 32 CS 24'•t)" 25 CS 34 Cf0 23-1' 25 C3 23-1' 4? Ci0 29-1' ZT CIO f5=.7' 24 15,w 3+] T7•T• 2y 16W 31 22:G 27. 21-i" 33 24'•0' 28 t-22' 35 20.8" 27 C6 2V-G' - 47 23-10' J 'e9 C: 25-f0' 51 14-T' 14'7' 29 i[i f3' 23 ,& 3 30 2C''7• -r 25- r 20-i 32 _- ' 2& 34 22_-3' 25 CB 2Z•1- " - �- raul -"16-0' 28 15'-4• 30 2i$' i9 I. 21'_7' -[ 24' 4- { {! CFi 24,-r 12'T 23 13.-9• 30 15 T" 23. C5 15-2" 91 CT 19'a" 25 G5. tffeV•" 33 C3 23'-2' 26 C-5 21=Z' 3a c1D x1=r 26 Cv 2i 5' ?2 C1Q 26'9' ^=8. Cv" iG'9" C10 13' 3' a .' 15.1" 23. i 4' S' 30 19 29. 18-i" 32 � 2' 29 2C'�•' 35 18-30' 29. CB 18'-1.D' 4 23 8' 31 Cfi 23'•9" �57 23 C5 C7 33-1" 23 05 13-Y 30 C7 14?3 1 24 C5 14'' 3i C7 18' ' 20 C5 181" 33-1" 27 C5 ?0'=1' 35 O}� 2014, 27 C8 2Q'$' :3 Y10 25 .'.C' 124 C8 25 10' C10 i3-1" 125 12-T' 2A 34:3' 27 l3'-0" 31 f8-4" 29 17'4" 33 20 t" 30- !ff-4" 35 1S'2" 30 C6 s8'-2' 81 22'St" 1 `s2 2Z 11` 185 12'r 24 1216' 31 13=S' j 24 STti 31 17-T' 2a cs t7'=7" ?4 C8 19'-2' 27 CS *9' W CTO 19-vr 27 CS i9'•y4' '4 c10 2$-0' I [9 C3 I i5 0 5B Gf0 13--r 27 t3'•1" 3S 17'-7" 3C 16'-16' 33 19'-1 3�7 17'-7" 30 C7 17'-7" 52 f1-2' 123. C7 22'-2' SS 12!- 28 Cs 12=3' 2 C7 Cs C7 i8 6' 35 S2-0" ^.4 CS 12;4' 31 C7 13-1" 25 - 33-i` 32 C7. SS-9' 27 5 SS.g^ 34 co 18'�I" 28 i&'-4" 3S :&' CSC 19-3 28 C5 @3 55 C19 2C'-`a' ] 30 C&-:- 24'-3' 59 CIO 12-0 Zi 11 �3 31 18; ,2 ifi+8' 30 18' _ 1T•i- `al T F9, 7' 1 53 2P 57 NOTES: •T -WHEN TY.E PATIO COVERIS 1NSTALLED'ONA SLAB ON GRADE (RESIDENTIALAPPLICA.TiONS, ONLY), THE h1ANMUM POST SPACING IS THE LOWEST OF -THE 'MAX POST SPACNIS (SPANS"SHGN1a ABOVE AND THE fAW4htU1a•POST SPAt:114*S SHOWN ON DETAIL 8157.E 2 - FT IS ACCEPTABLE TR SUETITUTIv COLOMNS W.' HIGHER NUM8ER$ Ih7 THOSE-BJECIFIED IN TY18 TABLES SHOWN, - 2485 RAILR00 ST, COROYA,'CA 92880 95i 136.4560 DATE SIGNED., June 04, 2019 /J ,A �C1f- r► �f 20413 J ACERO, SUITE 200 MISSION VIEJO, CA 92691 649.305;i15I FAX �9,305:1420 I A m V (�j ES TAS EXPIRESON.' JUNF 30, 20,20 FEYIS.GI5 aiC 1iE5G'illi'ri4V 4 SrEL JOB 9 C«Zi+2 pRaltiyi 9Y �'•i. OiECXEO fA�M0195 V 3.4 SOLID COVER STRUCTURES: BEAM SPANS & FOUNDATION SIZES 10 PS LUS-L, 110 MPH 10 ATTACHED & FRI el 8.5":ROLLFQRM ATTACHED FREESTANDING 91114 r 1" A n111J IRIS WIND POST FTC PAST fir' ltij, PGST Sp,%ONG (Ilf). PGS' (SPAN) TYPL {SPAN] 5: 19 C1 i 1' 9"' 2$ C7 120 C 11'-7' 21 IalwiQ' 29 8 1238 10'•9- 19 Ci to,T 27 C? 120 C 10'-7' 22 iia•A' 28 T 120 8 17-8' 20 C7 10'•'0'" 27 CT 0 C fY-10' 22 V.S. 28 B ]20 f+-4" 20 Ci 74, 26 C7 0 C g-2' 23 $'.g 32S 8-i0' 21 Ci B=iU'J27 27C7 N20 C 8'-S' 1 23 8-2"2S' t8" 120I3 S•fi' 21 Cl 8.. 27 C7 120 C 8--3' 124 T-T 28 21 CS V-11. 27 C7 120 C T-110' 2d 7 $ 29. 12' izu B I Tom- 2Z C� 7'-s" 28 ..C7 E3? M)WBE€AM 83 4" 1-SEAM ATTACHED. FREEST NIN1a.'• . ATI'ACFIEQ FREESTAI+GI 1rifK [.SIN KAX [dlla 1,M„X },SIP! MAX POST FTG POST POST FFG POST POS7 FTG POST POST FTG SPLi ° - lY!?E SPACNv'G [Rd}.. (SPAN') (SPAN) tSPAra) (SPA?ay 10'-4" 18 C} OW 25 '.C7 4TT' 19 i1 12 4" 28 10-3' 20 9-f1 28 IT-4- 2P 1{ 9" 38 9-9" 19 C1 8'=i 0" 213 C7 i2:g• 20 I Gi i 1-9" 28 9 5" 2i 51S" 27 f2 23 11'-1" 29 19 C1 8 2a C7 12.2 _-Li 11-7" 27 0-1' 27 12 fi 241 .C.l 29 20 C1 612' 25 C7 'ills, 22 C2 10-7" Z? Nh'�7' 23 i'-" Z7 11--w 25 10-3" 29 20 Cl 7-�' 2° C7 13'-1" 10=2"2823 7-41 :'8 IU-10" 25 9'8 I 2d 8'-3" 21 C1 7-T 28 07 10'-3' 23 810" 28 V--?' 24 T 2' 28 i0'{i 2S 9 a" 28 8=ff 21 Gi T-4w 27 C7 10'-0' 23 C2 .9'r 29 24 ra 29. e'.€f as s-1• 29 74•7 21 C2 T -28 C; 91 7 23' G5 1Y 29. 24 849 30 W-4' 28 S-11' 30 a4 �'INSERT AlAW B8 (2} rGINSERT 88 DSL2R&5xo;G42 *Q:032 611 .3x$x91:p4$ 832 bBL3-x8x0.042 TRia 1�€QTN 5, V%'f€�Q EXP 120 9 120 C ATTACHED MAX P05T ACif 1 23':9' 2a•� FTG. pia} 24 128 kl9N 7YPC CS FREESTANOING f'.AK F175T Seopl 24: 4" FTG (IF1)TYPE 34 N IN ROST C$ ATTACHED MAX POST (SPAN j. 29� FTG (S1!) 25 1,:Nia POST 31 P£ C5 C5 C5 CS FREESTANDIN3 1,1 POST SPACING (SPAR') .28- T . FTG (I $} 35 N.€€1d POST TYPE C9 ATCACHED f :AK POST SRA£'.NdG (SPAN) 16'-Ci• FTG (IN) 20 fS{€� PGBT PE 1 C7 C2 C2 C2 C2 C5. .C5 FREESTAIvD2%; MAX POST SPAGiNG {SPAN) 15-0 FTG [flat 30 G 191ia PQSr TYPE C7 c7 C7 C7 C= . 1 7 C7 C7 ATTACHED 1AAX POST SPAC114,3 (SPAN) 13=2 F7C. (I14j. ra I.SII! POST TYPE C7 C7 C1 Cf C2: FREESTANEi:iQG &SAX. POST SPACING ($PAN) 13 2 FTG (IN) 23 I,1Ela POST TYPE C7 C7' C7 C7, G7 C7 C7 G7 ATTACHED MAXTTGp PCtST SPACOk= (SPAN)(SPAN) 13 8' 20 Ci G7 C1 Ci C2 FREESTANT)W+ MAX PAST . SFPOSTG ij t3+° F7G (1lli 29 Ndlla POST TYPE C7 C7 G7 C7 I C7 C% C7 ATiACHEp N.1FlX PDST SPACI1aG;;PESPACINS (SPAN) 1Y 3' IPTG 22 MIN POST C2 FREESTANDING f. AX POST (SPAfa) '9-3' F.TGPOST (INJTYPE 32 1'IN PQS7 C7 C7 C7 C7 O7 9;7 CS 23'-1'• 36 CS 29-2" 29 28 254' 25 3" 39 34 C1; C8 I 14'-IW 14-T.' 22 20 14;7" 34':7` 1 39 29 12 7' 12.1 21 20 12:8" 42:1" 3rj 2S. 11=5" 12 3 21 2D li'S' :2'-0 ] Z8 IB'�' 17.7' 24 1 23 C7 C3 16.1" ;7'-i 32 33 6 i20 8 2V-3- j 25 23 0 33 C8 2T-5" 120 C 24'-iQ' 25 21-9' 35 GS CS 27 3" 2D#" 30 Z7 23-19Y' 24:-7' 33 34 C71 Ca 13�f 1T-W 23. 21 T3' R" 13'$" 31 28 11'-' 1.1-2' Z2 . 21 1i 2 V-2" 29 28 liY-�' 1i-T' 22 21 t0 1'1=7' �3 .28 16'-1" 1fi-i. 25 23 14 3' 1G3' 32 30 7 8 12R93 2d-0 2'0 E5 21'sr SS 120 C 120.B 23 8 231J ?A 27 20•5' 20 i0 34 3Z C9 C6 25:1' R°-3" 31 28 V'T 23-Y' 85 33 C& C8 t2-0' 1 ;2 E 23 21 12'�4" 12$" 30 28 10 8' 1(YS' 23 31 10'-4" ilY6' 26 ZT t0ai 10-1Q' 23 21 9'- 10.10' 2a1. 2T 14:-0 753 J 24 13' 6 15'-3" 31 30 1 �:G 22.6' 31 19-g' 3E 5'S' 32 21,-9 2t-I" 35' a4 C9 C8 I f5'-iL' 12'-0' 24 22 51=7• 12' 30, 29 1d'•0' 9 TO' 23 4 8-r I 73 10' 28 $$ �S'-3' 14-2' 23 22 B-S' i0� 28 28 13-i" i4�" 2d G2- C5. C5 C5 C5 12'6 31k 4' Be 30 8 70, 1'Y 12 22'•1" 28 C5 C5 C5 20'•1" 33 Cfi C8 24=3" 29 C5 C5 C5 C' ?7-9 2 fi" 32 28 19 -0' 19' 4" 34 24 .26 a" 23' 0- 33 28 2]'-7 li' 4' 35 3S C:7 C4 1 _2 11'�" 24 22 11-0' 11'_i" 29. 29 9'4". .0 4" 23 22 C1 Ca 9.2' 9'�' 28 28 8.T B 2 ' 23 . 22 C1 C2 8'-7" 8 2" 28 28 17 �€" 43' 8" (p 25s0 13' 8' 31 k120 21=1" 2p S' 32 �afl 18.4" 48-y' 33 34 C9. Co: C4 23.2' 37 $ 33 3a 2Q-Z' 2p Ir 34 ' 35 #08 iu-10' 25 22 10�" icmu- 29 3a n•-0'• 94Y 24 22 C1 C2 C2 57-T T-0' 28 S9 $ 81" 2d . cl C2 C2 T'-9- 8' 4' 28G7 28 S 13 1" 27 25 i1 8134 13-1" 1 31C8 20' 4^ 20'-1" 33 39 97-9 18-3 35 22 8" 22•r 34 31 1ff 7" 20 1" 85 38 Ci0 C40 10-r 1,a' q: z �3 B-18` 1 V-4' 29 30 8-T' I -Y 24' 22 8i" 8.7' 29 28 v__ 7-8• 2A 2? T-1' 7�' 28 11•-2'. 12 27 25 32-5" 31 i20 C ED" 3; 17'-3" : i 21-30• 35 15'-1" 35 .9, „. y.6'.' ,30 $.2" 24 8'-0' 39 T-4` 24 6'-T' 30 1� 8' 2T 30'•6" ?v B 3 14 GA STL INSERi 1(9 31?GA STL INSERT! 8.15 � ONSERT 61& $12 81f3 Bi 9 � QE 4 GA ST pg GA STOL INSERT 12 GA STL UINSERT GA STL U INSERT ATTACHED FREESTAN,51N'G ATTACHED FREESTANix[r3t- ATTACHED FREE$TANPwG ATFACHEQ FREESTAND714G ATTACH D FREESTk1d4$v'G ATTAQW_P__T FREES7ArdQ:[aT3 TRIO WINDS MAX POST FTG f;lla POST I AX POST fdua FTG POST MAX POST I,IN FTG POST MAX POS3 FTG WN 1CST hSAX POST fSIN' FTG L'AX POST MIN FIG £'A:X POST f9w FTG MAX P45T CSIN FTG MAX POST FTG ?.SIN Wix POST 9silt FTG MAX POST MIN FTG IJAX NIDTH EKA SPACING li'p (IN) TYPE SPACIN GB (IN) TYPE SPACING (IIv) TYPE SPAC€NG (lip) TYPE SPAkclfgG PGST p9d} TYPE SPACING POST ON) � (,E SPACINS POST pfs) TYPE SPACING POST (114) �f pE SPACl,N'G t19v7 'CST TYPE SPAC1100. vNj PGST TYPE SPACING jIN1 POST PAST SPACII:3 FTG ON). POW {SPp (SPAN) (SPAN) (SPAN) (SPAN) (SPAN) (SP.4N) (SPAN) WAN) (SPAN) (SPAN) TYPE (SPAN) - Pc 5, 120 S IT3 4' 22. 1$�G" 3f CTCB 217.1" 22, C2 ZG-1" 'si-. :C7 25'-10 24 CS 23'-10' 34 C8 28 4" 25 27 $" 35 G9 i4' B' 24 CG 24 8' . SS G9 3 i'-2' 23 C$ 3f -2 49. C9. ti{€C. 1T 24 17 4' 33 i9 0' Z5 18 fi` 33 P.8 24-4' 27 20 8' CS 28 2A'-3" 37 C71 23-t0' 33 G:ST 2.1-7' 27 C8 2Yi' 43 C71 27-3' 29 CS 27_3' 46 C11 91 1205 1G-9' ! GZ 16.97 31 C7 18-4" 28 C2 1814, 31 C7 23'-6' i3 C5 23-1)" 53 CS -23-'I0' 2s, 25'-1f�` 3A C8 29.'-3' 25 GS 23-3' q7 C8 29'4' 27 C5 29.4- 50 CS 12} C 15'-fig' 25 15'$' 32 97 4' 2B 17-0' 33 C8 .22-3• 28 24'-0" C$ 29 23'•9" r"� C,G W-4' -2, .28 C5 20`' i.' 45 C44 25'-S' ?A Cn 25'3' &aiciso 21-9" 35 CQ r 12i1B 15=7` 253 Gz T5-7' aft c7 1i.'-1" 23 cs 17=1" 31 G7 22-0" cs ?�Z'-0' 33 ca �S•-0' 2$• 24-fI• .'=�9 2a'•i• CB •2�-3' k8 ti•-7o' 2>'� CQ 27=TD' Sa 120C th'�5 2a T4" 3T YS"-1" 28 ;5'$ 32 20 S 2Y7 cs 28 22-1" cs 35 20-2" z { 19'a: 29 C$ 39-0' 43 ca 24-4" 31 C$ 24=4• 50 1208 34-T C5 14.-T' 29 16'-0' 24 _ 36-0 3] C7 7.0W' C5 2,7-T' 32 22a's 2i% 33 C8 21=1, 28 to 21-t' 50 C8 [d=T' 28 Gd 25m 5d124 G. f3'•S" 2S 13 7 t4', 393'a4' d29 T8'•1.0 3d Y, a4 C9 1". 30 .G6 18'� 412s]Is i3'-P" 24 CS 13'•9 3.0 .17 SS=1" 25 75'•3u 31 C7 iB-4" C5 f9" 32 2#.'-2' 27 21-2' 3d C8 2Ik•4' i? CB 2D�' ST C93 257' 1 29 _ 2n'-7 55120 G i3' ff' ?i 12-3' 30 .16-3' C8. CS 1.4=? 27 13-1#' 31 C9 17'-70' 3320'4' $1 19:•.$" 34 C1I 17'•9' ,30 (',a iT' 9' 49 Cif 2z'. '33 C7 22'S' 53 T0, 1ZOi3 iry:1" 24 SS-1" 30 07 14'3" 25 CS i4'-3' 33 C5 184' CS 38'4' S3 C8 20=1': 26 G3 28''i' 34 j CS 19'•7' 28 CG f1.7' S2 CB 2A'8' 20 rv: j 24'•8' S6 C8 12-1" 30 C8 i3 2 31 1•F-0' 33 19�i' 1 3i i8'S 3I G3 tT2-' 31 C7 J .T7-2' S0 C2 2i-7' 33 1 07 1 21'-7' S4 C9 120,C 1..4" 27 53 6" - 28 1i3" 30 .25 ,CS 12 �' 31 07 93•_v" 25 C5. 13=8" '31 C8 7T-7' 28 IT 93 19`-2^ 26 19=2" 34 1&-0- 28 CS 18'-0'"1231 CG 23'-f1' S801Zfl.0 f 1-4" 28 T2-3C+ 28 'S':7' 31 C5 G.11 i 3'r� 30 . C8 12=7" 3T 76 2 83 j$-1' 32 iZ-B 34 T6 7' 32 C7 15-7'34 C7 =i1' S5 C- 720 B: 170" 25 12 [f' 33 CS 53=1' 28 CS 13-1" 32. Ca 78 28 CS iii-9 3-0 C8. iIVr 22 in'-4" 35 98',5' 29 C6 18'-5'S.f C7 233' S1i 15=1.0` 31 i7 4" 32 C5 C920C30- 42'-4" ZB 12 t" 32 itm 3.3 C8 1fi-2' 32 C7 16.2'35. C7 'lfl-y" 5if C9t2' NOTES; 1 - YVH=i N A it: PATIO.COVER.IS UISTALLE 0. ON A SIRS CsJ GRADE (K-S9DENTIA APPLIG9TIONS O14LY), THE h'IA> MUM PC9S..T,9PACINGJS T it LG1' FU THE, '7 {tiXFOSTSPr^.OINQ. (SPA€ ):' SHGS'VIE ABOVE•AWD:THE IAA)Q1j€J1 POST$? IP;�S SJiO1�J9J O a._RETA€L 6157.1 2 - J IS ACCEPTABLE 70:S11STTUTE CGLUMRS ►4'L HIGHER [atlms&t 1351h+1 THOSE SPEC€FIEp.IM THE TABLES 8 S9it7Wr1. ATTACHED &.FREESTANDING SOLID COVERS R 10 PSF SNOW LOAD OR LIVE LOAD - 130 MPH .. EXP.. 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THE TMk31IW IM POSTSPACING 15 -[HE LOWEST OF THE -IfA-X:POST SPAMG (SPAN) SS'�'YN AOCVE AND TF.E MAX U1: POST SPACSI�:3S sHoV.i ON.DETAIL•BIS7.1 2 - IT IS ACCEPI-ABLE TO-SUBrIiL(Ec COLUMNS W HIGWrZ.NF MIURS W1 Ti'ASE SPECIFIED IN THE TABLES SHOY�'{�, ,jFl C� 4972.5 DUSTIN 4SEPINK ARIZONA LICENSE LICENSE❑ PROFESSIONAL ENGINEER NO. 15287 / HAWAII LICENSE `iof NI-4,9 t;ill lllll jl►r' +a :,Q MARYLAND LICENSE ft ill O.••ai••. ■�1 Isl K. ROSEP#4K �r�SS�O�7 c3 � � fS 5885 `- DF Cp,L1r" CALIFORNIA LICENSE 16508 tP� 0(0�� of r//v IDAHO LICENSE OF 144SS9� a oa� DUSTIN 11 CIO. R.OSEPINK ra CIVIL r LI DUSTIN K. � - rr� ROSEPINK m — N0.15 02 , 1 I f 1 l lull\\N EW HAMPSHIRE LICEN DUSTIN ROSEPINK 0�000ee6eaae.6vovoe sae. ease ox C3� a � •.�aStsd ,� r JFi. • ; 61970 .�++i11ti 1[ `F E S S 1 �r 1 ri r►►►Ji y +��+ FR__ _ • Lie rr _ DUSTIN ROS PINKI, i Dal.007►104 ILLINOIS LICENSE j�ll,iislurrrrfr�r rf "'V. �l DUSTIN K, r ROSEPINK51 '•►r►��Ilntsis�.... MICHIGAN LICENSE u !dam L �r- NEW MEXICO LICENSE o t to No.845.B229.2203 u- o DUSTIN ROSEPIN' Spy is �pr' UTAH LICEN 7111;i1u11I trrrrrn Ro * 7 No. 32875 CONNECTICUf LICENSE -tom 4� . • ! - ,`f�� ' DUSTIN K. ROSEPiNK L .244- 5� R: '!r7rllr35li•' IOWA LICENSE ��lillllr►J ti+'��1 E4•, f�Q�'''rr Lri� :• 55517 .'�� .�• * 0 �a rrr�F M 1L+1 `G J ►Illllilt MINNESOTA LICENSE 1kkIIJ 1111',1 ■ lHCAF? 035378' - lye 1 1VK Rosy;+"Al ?TH CAROLINA uCEI "' $ DUSTY! L ROSENNK 4 4 V,- No.0402038543 VIRGINIA LICENSE DELAWARE LICENSE ■■.j11fUlllrl7llr,rr 20550 -11 -L, �10 fq I till++�+ SAS LiC-ENSE ENGINFEk 20 MISSISSIPPI LICENSE Q�,fl-FESSIpN 9{ q e�' DiJSTIN � ROSEPINK c� PE-10228 P �RTti DA`�°•t RTH DAKOTA LIC K. R [7S�Af L N GTO N +■1t151t! It I I I I,, 84040 0 RiOA r......... •.• 'r'r+rs"A�1VAL . ■��y FLORIDA LICENSE USTIN f2O.SEPINI{ •-�t E J 323'0 / ��IiV�j777`+■++1+� LICENSE �r �trfs nus71N S �,ns,=rlwr: a 2503Z •f {S'ID+1A� O1 MISSOURI LICENSE L G Q� OREGON LICENSE PE 16352 ' 0 N4 011 IIIn. PC04�590 Ed Grf7i�CC1[1l1fA GEORGIA LICENSE ��tlllFll�� b DUSTIhi IC. ROSEPINK , p 15 00 ti MAINE LICENSE !� - o DUSTIN K. r S ROSE'PM E-#5923 9i NEBRAS€SA LICENSE I K. ROSEPINK £!.Ei PE07174 c+ VANIA LICENSE I r�rr- PROFESSIOM 5.Ati;'S ARE SHV ,N %iNOUJ Tr E UCENSm, W. RA -MI DATE, PLEASE CHECK WITFi''T iE STATE 1'iFlERE THE p70leGT I: KALT OR GI,LL'4$? EL E 'GRIEER UG f O.j WRRENT LIMBE EVIRATI04 DATE. 8485 RNLROAD ST, CORONA, CA 92880 95i.736:4500 TF DF W. DATE SIG NEM dune 04.2010 k-j .fcf1�,frI�x' 2M ACERO, SUITE 200 141.SSION VIM, CA 52021 049105.111501 FAX 94005.1420 SAP MO ES T:,s EXPIRES ON: 'JUNE 30, 2020 Fs'VISIOI:S 4.Sr^EL 4a Grr+2-R2 071E 0.4SY;ilgj' rj.1 C�'ECICEU x'Os. IAPMO 195 V 11 ADDITIONAL STATE LICENSURE STAMPS 77E5 O Originally Issued: 03/31/2017 Revised: 05/02/2019 DURALUM PRODUCTS, INC. 2485 Railroad Street Corona, California 92880 (951) 736-4500 iv ivNy.duralunt.coni DURAPANEL STRUCTURAL PANELS FOR PATIO COVERS CSI Section: 07 4113 Metal Roof Panels 07 44 33 Metal Faced Panels 1.0 RECOGNITION Duralum Products Inc. Durapanel Structural Panels have been evaluated for use as roof panels for residential patio covers described in Appendix. I of the IBC and Appendix H of the IRC. The physical, structural, and installation properties of the Durapanel Structural Panels have been evaluated for compliance with the following codes and regulations: ■ 2015 and 2012 International Building Code® (IBC) • 2015 and 2012International Residential Code' (IRC) • 2016 California Building Code' (CBC) — Attached Supplement • 2016 California Residential Code® (CRC) — Attached Supplement 2.0 LIMITATIONS Use of the Durapanel Structural Panels recognized in this report is subject to the following limitations: 2.1 Use of the Durapanel Structural Panels shall comply with the applicable codes, the manufacturer's published installation instructions, and this report. Where conflicts occur in the provisions of these documents, the more restrictive shall govern. 2.2 Use of the panels to resist racking shear as part of the lateral load resisting system is out of the scope of this report. 2.3 The panels shall be installed at a minimum panel slope in accordance with the allowable span tables in this report. 2.4 The panels are for use under simple -span support conditions. Multi -span support of the panels is outside the scope of this report. 505 Valid Through: 04/30/2020 2.7 The Structural Panels recognized in this report are produced by Duralum Products in Corona, California. 3.0 PRODUCT USE 3.1 Design: Durapanel Structural Panels are designed to support gravity loads, and positive and negative transverse wind loads only. The allowable spans shown in "fables -7 3 and 41 of this report are based on application of total Allowable Stress Design (ASS) loads. The load combinations defined in the IBC for ASD shall be used to determine the design loads to apply, which shall be less than those tabulated for the panels. The design loads shall also consider the structural provisions of IBC Appendix I and IRC Appendix H. Designs incorporating the panels shall consider fastening requirements, and shall be prepared by a design professional using the design parameters outlined in this report. Fastener spacing shall be adequate to secure the panel against uplift. Pull -through capacity for the fasteners installed in the panels is 1101bf (489 N) each. 3.2 Installation: 3.2.1 Installation General: Durapanel Structural Panels shall be installed in accordance with the details for the patio enclosure or patio cover system on which they are used, The panels shall be installed with their edges parallel to the slope direction of the roof. Panels with a fan beam shall be installed with the beam on the bottom side of the panel. The panel bearing width shall be minimum 1 inch (25.4 nun) wide by the width of the panel. Fasteners shall be spaced in accordance with the design details and at maximum 12 inches (305 mm) on center. 3.2.2 Fasteners: The panels shall be fastened using #14 SMS corrosion resistant screws. The screws shall be topped with 1-inch (25.4 mm) O.D. plate washers with neoprene inserts. The screws shall be minimum 1-inch (25.4 mm) longer than the panel thickness to penetrate through the panel and into the structural holding member below. 3.3 Roof Fire Classification: The panels comply with IBC Sections 1505.1 and 1505.3 as Class B roof assemblies, based on testing in accordance with ASTM E108. 4.0 PRODUCT DESCRIPTION Durapanel Structural Panels for Patio Covers are sandwich panels consisting of aluminum skins (facers) that are adhered to expanded polystyrene (EPS) foam plastic cores. GIs shall be submitted—to-tke T he alum irimx slCins�re tlxe same on the top and botto building official for approval. the panels. 2.6 Under the IBC the panels are recognized for use in Construction Type V-B. qp�/ � The product described in this Uniform Evaluation Service (UES) Reporthas been evaluated as an alternative material, design ormethod ofceRskmilpn in ordorlo sad* andeemply `_ �s _ with the Arrant of #ta prov1sb&*f.the code, as noted trr this report and for at least equNalance to that prescribed in fha code in quaftly^atranQft>; effectiveness, Ata rasfsianca, durablNly and safely, as appflcable, la.acCordance wlfh IBC Secltar 104,11. This docwnentshall only be reproduced in its entirety. -- Copyright © 2019 by Infernaflonal Association of Plumbing and Mechanical Officials. All fights reserved. Printed in the United States. Ph: 1-677-41ESRPT • Fax: 909,472.4171 web: wlaw.unftrrn-0L5,otg-4758 EastPhliadelphia Street Ontario, California 91761-2616—USA (ZD ISOIIEc 17065 Page 1 of 7 Ploaoa crmn WII", acay ooms UEs EVALUATION REPORT Num�i Originally Issued: 03/31/2017 Revised: 04/xx/2019 The panels are 2.0, 3.0, 3.5, 4.25, or 6.0 inches thick (51 nun, 76 mm, 89 nun, 108 ram, 152 nun), nominally 4 feet (1.2 m) wide, and are available in various lengths up to 24 feet 7.3 m) for use at a maximum simple -span of 23 feet (7 in). Some of the panels have aluminum beams (as shown in Table 1 of this report) in the middle of the panel width, which are used as reinforcement to support ceiling fans. The panel edges interlock as shown in 5 �;ure ! of this report. 4.1 Facer Material The facer skins are aluminum sheets conforming to ASTM B209. The sheets are 0.024-inch-thick (0.510 mm), 3105- H26 aluminum for the 1.0-pcf (16 kg/m3) nominal -core - density, 3.0- and 3.5-inch-thick (76 mm and 89 mm) panels without reinforcing fan beams. The sheets are 0.024-inch- thick (0.610 mm), 3I05-H254 aluminum for the 1.0-pcf (16 kg/m3) nominal -core -density, 3.0-inch-thick (76 mm) panels with reinforcing fan beams, and the 2.0- and 4.25-inch-thick (51 min and 108 mm) panels without reinforcing fan beams. The sheets are 0.030-inch-thick (0.762 mm), 3105-H254 aluminum for the 2.0-pcf (32 kg/m') nominal -care -density, 3.0- and 4.25-inch-thick (76 nun and 108 mm) panels, with and without reinforcing fan beams. The sheets are 0.030- inch-thick (0.762 mm), 3105-H26 aluminum for the 2.0-pcf (32 kg/m3) nominal -core -density, 6.0-inch-thick (152 mm) panels, without reinforcing fan beams. See Table I of this report for details. 4.2 Core Material The core material is preformed EPS foam plastic insulation board complying with ASTM C578 specifications. Type l EPS is used for the nominally 1.0-pcf (16 kg/m') foann-core- density panels. Type IX EPS is used for the nominally 2.0- pcf (32 kg(m') foam -core -density panels. The EPS boards have an ASTM E84 flame spread index of 25 or less, and a smoke -developed index of 450 or less. 4.3 Adhesive The adhesive used to bond the aluminum facers to the EPS foam plastic core is moisture -cured urethane adhesive as specified in the manufacturer's quality manual. 4.4 Fan Beam 505 Valid Through: 04/30/2020 5.0 IDENTIFICATION Durapanel Structural Panels are identified by the Duralum Products Inc. name and address, the panel thickness, the aluminum facer thickness, the density of the EPS foam core, and the evaluation report number (ER-505). Identification shall also include the IAPNIQ Uniform Evaluation Service Mark of Conformity. Either Mark of Conformity as shown below may be used: WA�Mo gEs ES ® or IAPMO UES ER-505 6.0 SUBSTANTIATING DATA 6.1 Documentation in accordance with the ICC-ES Acceptance Criteria for Sandwich Panels (AC04) - Approved February 2012, editorially revised July 2015. 6.2 Reports of strength testing for roof panels in accordance with ASTM E72 including transverse and concentrated load testing. 6.3 Reports of fire testing of roof coverings in accordance with ASTM E108. 6.4 Reports of room fire testing in accordance with UL1715. 6.5 Test results are from laboratories in compliance with ISO/IEC 17.025. 7.0 STATEMENT OF RECOGNITION This evaluation report describes the results of research carried out by IAPMO Uniform Evaluation Service on Duralum Products Inc. Durapanel Structural Panels for Patio Covers to assess their conformance to the codes shown in Section 1.0 of this report and documents the product's certification. The Structural Panels are produced at locations noted in. Section 2.7 of this report under a quality control program with periodic inspection under the supervision of IAPMO UES. Fan beams are 1.5-inch by 3.5-inch (38 mm x 89 mm), ASTM 13429, extruded aluminum -alloy structural tubes, and are used to reinforce the panels. The minimum tube wall thickness is 0.080 inch (2.03 nun). The fan beams run the length of the pan&on-therbottorn side, and are centered orrthupmel-W - Fi<gure 2 of this report contains additional fan bean details and dimensions. Page 2 of 7 UE5 f + 505 Originally Issued: 03/31/2017 Revised: 04/xx/2019 Valid Through: 04/30/2020 Brian Gerber, P.E., S.E. Vice President, Technical Operations Uniform Evaluation Service Richard Beck, PE, CBO, MCP Vice President, Uniform Evaluation Service GP Russ Chan y CEO, The IAPMO Group For additional information about this evaluation report please visit sy�vw.unlfornreR.ar�! or email us at 1n#'ora uniFnrm-es.or� Page 3 of 7 E S a . _ 505 Originally Issued: 03/31/2017 Revised: 04/xx/2019 Valid Through: 04/30/2020 TABLE 1-Aluminum Facer Alloy, Temper, and Thickness 1' Neoprene l a,her Panel j Nominal I Thickness Foam Density Fan (in) (pcf) Beam Aluminum Alloy -Temper 3105-H25 4 3105-H26 Skin Thickness (in) 0.024 0.024 2.0 1.0 pcf No 3.0 1.0 pcf No 3.5 1.0 pcf No 3105-H26 0.024 3.0 1.0 pcf Yes 3105-H25 4 0.024 4.25 1.0 pcf No 3105-H25 4 0.024 3.0 2.0 pcf No 3105-H25 4 0.030 3.0 2.0 pcf Yes 3105-H25 4 0.030 4.25 2.0 pcf No 3105-H25 4 0.030 4.25 2.0 pcf Yes 3105-H25 4 0.030 6.0 2.0 pcf No 3105-H26 0.030 o.i. units: -i incn = 20.4 mm, l pst = 4(.9 Ha, 1 pcf = 16 kg/m' P-i Edge in '1r k - . 'da 18 SMS Corrosion Resis-t Screws Supporting Fruning , } Screws shall be�Y dvough the panels and m�nunuml inch 0.8s0• FF• .. 27, ;,i I D. cB8• 0-295 i9 .321 0.070- O.iG2' �21 32 i1o; 32� FIGURE I - PANEL EDGE PROFILE INTERLOCK ..r 0,0934i - 8° 0.0934 1.5000 0.0800 0.0800 R0.0200 - -- 3.5000 - --� FIGURE 2 - FAN BEAM EXTRUSION PROFILE Page 4 of 7 UES 505 Originally Issued: 03/31/2017 Revised: 04/xx/2019 Valid Through: 04/30/2020 TABLE 2 - ALLOWABLE SPAN TABLES FOR 1.0 PCF EPS AND 0.024-INCH-THICK FACINGS 3.0 inch - 0.024" - 1.0pcf EPS - 0.024" - WITHOUT FAN BEAM INSERT AP sled Pressure for Design Minimum Loading Panel Slope Type 10 15 20 25 30 35 40 45 50 55 (Per Foot of psf psf psf psf psf psf psf psf psf psf Projection) Live 16'-0" 12'-1" 3/8" Wind U ward 17'-0" 14'-3" 12'-6" 11'-" '3 1014" 8'-10" 7'4" 6'-10" 6'-2" 5'-7" n/a Wind (Downward) 16' 0" 13'-8" 12'-1" 11'-W 9'-10" B'-8" 7=5" 6'-8" 6'-0" 5'-5" n/a Snow 11'-4" 10' 2" 9'-3" 8'-6" 7'-5" 6'-8" 6'-0" 5'-5" 1/2" 3.0 inch - 0.024" - 1.0pcf EPS - 0.024" - WITH FAN BEAM INSERT Loading A lied Pressure for Desi n Minimum Type 10 15 20 25 30 35 40 45 50 55 Panel Slope (Per Foot of psf psf psf psf psf psf p psf psf psf psf prajection) Live 171-6" 13'4° 3/8" Wind U ward 18'-7" 15'-7" 13'-9" 12'-5" 11'-5" 10'-7" 9'-9" 8'-8" 7'-10" 7'-1" n/a Wind I]ownward 17'-6" 15'-0" 134" 12'-2" 11'-2" 10'-5" 9'-6" 8'-5" 7'-7" 6'-11" n/a Snow 1 12'-6" 11'-3" 10'-3" 91-61, 8'-11" 8'-5" 7'-7" 6'-1" 1/2" 3.50 inch - 0.024" - 1.0pcf EPS - 0.024" -WITHOUT FAN BEAM INSERT Ap lied Pressure for Desi n Minimum Loading Type 10 15 20 25 30 40 45 50 55 Panel Slope psf psf psf psf psf i35 psf psf psf (Per Foot of psf psf Projection) Live 17'-6" 13'-0" — 1/4" Wind (upward) 18'-10" 15'-9" 13'-7" 12-1" 10'-6" 9'-0" 7'-10" 6'-11" 8'-3" 5'-8" Na Wind Downward 17'-8" 14'-11" 13'-0" 11'-9" 10'-0" 8'-7" 7'-6" 6'-8" 6' 0" 5'-6" n/a Snow 11'-8" 10'-6" t 9'-7" 8'-7" 7'-6" 8'-8" 6'•0" 5'-6" 1/2" 4.25 inch - 0.024" - 1.0pcf EPS - 0.024" -WITHOUT FAN BEAM INSERT Loading AP lied Press urefor Desi n Minimum 10 15 20 25 30 35 40 45 50 55 Type Panel Slope (Per Foot of psf p psf psf psf psf psf psf psf psf psf Projection) Live 19'4" 14'-0" 11/4" Wind (upward) 20.'-0" 16'-11" 14'-7" 13'-0" 11'-10" 10'-11" 10'-3" 9'-7" 8'-11" 8'-1" n/a Wind (Downward) 19'4" 16'-0" 14'-0" 12'-7" 11'-6" 10'-8" 10'-0" 9'-5" 8'-8" 7'-1W n/a Snow 12'-6" 11'-3" 1 10'-3° 9'-6" 8'-11" 8'-5" 8'-0" 7-8" 3/8" S.I. Units: 1 inch = 25.4 mm, 1 psf = 47.9 Pa, 1 pcf = 16 kg/m3 Page 5 of 7 V�Es i I �, ;, 505 rH, Originally Issued: 03/31/2017 Revised: 04/xx/2019 Valid Through: 04/30/2020 TABLE 3 - ALLOWABLE SPAN TABLES FOR 2.0 PCF EPS AND 0.030-INCH-THICK FACINGS 3.0 inch - 0.030" - 2.Opcf EPS - 0.030" - WITHOUT FAN BEAM INSERT Loading Type Live Wind Ap ied Pressure for Desl n 10 15 20 25 30 35 40 45 50 55 psf psf psf psf psf psf psf psf psf psf 18'-8" 14'-9" 20'-2" 1T-3" 15'-5" 1 14'-1" 13-1" 12'-4" IT-8" 11'-1" 10'-7" 10'-2" 18'-8" 16-4" 14'-9" 13'-7" 12'-9" 12'-0" 11`-5" 10'-11" 10'-5" 10'-0" 12'-3" Snow 3.0 inch - 0.030" - arm - u.uau - vv1 I n rAN 6CAM INStK I Minimum Panel Slope (Per Foot of Pr 'action 318" nla n/a 1/2" Loading Applied Pressure for Design Minimum 10 15 20 25 30 35 40 45 50 1 55 Type Panel Slope (Per Foot of psf psf psf psf psf psf psf psf psF psf Prn action Live 19'-10" 15'-8" 1 3/8" Wind U ward 21'-2" 19-0" 16'-0" 14'-8" 13'-8" 12'-9" 12'-1" 11'-6" 11'-0" 10'-7" nla Wind Downward 19'-10" 17'-4" 15'-8" 14'-5" 13'-6" 12'-8" 12--0" 11'-5" 10'-11" 10'-6" nla Snow 14'-11" 13'-9" 12'-11" 12'-2" 11'-6" 11'-0" 10'•6" 10'-2" 1/2" ".ca uicn - u.wu - c.upca r-ra - u.usu- - WI I NUU I FAN I3CAM INSERT A Iled Pressure for Desl n Minimum Loading Type Panel Slope 10 15 20 25 30 35 40 45 50 55 psf psf psf psf psf psf psf psf (Per Foot of psf psf Pro'eotian Live 22'-11" 18'-3" 318" Wind Upward 23'-0" 21'-4" 19'-2" 17'-6" 16'-3" 15'-4" 14'-6" 13'-9" 13'-3" 12'-8" n/a Wind Downward 22'-11" 20'-1" 18'-3" 16'-10" 15'-9" 14%11" 14%2" 13'-6" 13'-0" 12'-6" nla Snow 17'-7" 16'-3" 15'-3" 14'•5" 13-7" 12'-10" 12-2" 11'-8" 112" 4.25 inch - 0.030" - 2.0pcf EPS - 0.030" - WITH FAN BEAM INSERT Loading n Applied Pressure for Design Minimum Type 10 15 20 25 30 35 40 45 50 55 Panel Slope psf psf psf psf psf psf psf (Per Foot of psf psf psf Projection) Live 23'-0" 19'-3" 3/8" Wind (Upward) 23'-0" 22'-5" 20'-0" 18'-4" 17'•0" 15'-11" 15'-1" 14'4' 13'-9- 13'-2" nla Wind ❑awnward 23'-0" 21'-3" 19'-3" 17'-9" 16'-7" 15'-5" 14'-6" 13'-8" 13'4" 12'-5" n1a Snow 17'-11" 16'-2" 1 14'-10" 13'-9" 12'-11" 1Z-3" 11'-7" 11'-1" 112" 6.0 inch - 0.030" - 2.Opcf EPS - 0.030" - WITHOUT FAN BEAM INSERT Appfled Pressure for Desi n Minimum Loading Type Panel Slope 10 15 20 25 30 35 40 45 50 55 psf psf psF psf psf psf psf P sf psF psf (Per Foot of Projection) Live 23'-0" 23'-0" 318" Wind iJ a -0" Z _0" 23'•p" 22'-9"- Z1.'_-" " 16=7" 15'-10" nla — Wind Downward 23'-0" 23'-0" 23'-0" 21'-8" 20'-4" 19'-11 17'-11" 16'-11" 16'-1" 15'-5" nh Snow 22'-2" 20'-0" 19-5" 17'-1" 1 16-0" 1 15'-2" 14'-5" 13'-9" 1/2" S.I. Units: 1 inch = 25.4 mm, 1 psf = 47.9 Pa, 1 pcf = 16 kg/m3 Page 6 of 7 Originally Issued: 03/31/2017 Revised: 04/xx/2019 505 Valid Through: 04/30/2020 TABLE 4 - ALLOWABLE SPAN TABLES FOR 1.0 PCF EPS AND 0.024-INCH-THICK FACINGS 2.0 inch - 0.024" - 1.Opcf EPS - 0.024" - WITHOUT FAN BEAM INSERT Loading Maximum Applied Pressure Minimum Type for Design Maximum Allowable Span Panel Slope (Per Foot of Projection Live 20 psf 4-0" 3/8" Wind (Upward) 55 psf 4'-0" n/a Wind Downward 55 psf p 4.0" n/a Snow 55 psf 4'4' 1/2" S.I. Units: 1 inch = 25.4 mm, 1 foot = 1 psf = 305 mm, 47.9 Pa, 1 pcf = 16 kg/m3, 1 Ibf = 4.448 N NOTES TO SPAN TABLES 2, 3, AND 4: 1.0 The Applied Pressure for Design values shown in the tables are "equivalent" uniform ASD loads. Consideration shall be given to load combinations in the applicable code, and site specific conditions such as drifting and sliding snow. When the Applied Pressure for Design is identified for each Loading Type; the corresponding spans are compared and the shortest allowable span is used for the proposed application. 2.0 Panel spans are based on a maximum temperature differential between the two panel skins of 10 degrees Fahrenheit, as would typically occur for panels installed over unheated exterior spaces. 3.0 Maximum fastener spacing shall be 12 inches. Closer spacings may be required for specific loading conditions, such as wind uplift. Fasteners for beam and wall supports shall be #14 SMS with 1.0 inch (25.4 mm) O.D. plate washer and neoprene insert. Length of fastener shall be at least 1 inch (25.4 mm) longer than the thickness of the roof panel. Allowable pull -through capacity for the specified fastener is 110 lbf. The design of the fastener connection to the supporting structure, including determination of connection strength to support member, is outside the scope of this report. 4.0 Minimum panel slopes are based on panel deflection due to the maximum tabulated uniform loading. Panel slope shall be increased where necessary to accommodate possible increased deflections due to irregular or increased loading conditions where installation of accessories causes damming of water and prevents drainage. 5.0 When panels without an internal fan beam are subject to maintenance loads (as defined in the IBC), maximum span shall be limited to 22 ft-4 in (6.8 m) for the 3.0-inch and 3.5-inch panels, and 23 ft-0 in (7 m) for the 4.25-inch panels, or that indicated in the span table, whichever is less. When panels with an internal fan beam are subject to maintenance loads, maximum span shall be limited to 23 ft-0 in (7 m) for the 3.0-inch and 4.25-inch panels, or that indicated in the span table, whichever is less. 6.0 Allowable spans for a given panel thickness are acceptable for use with thicker panels of the same construction. Extrapolation of allowable spans to longer spans for thicker panels is prohibited. 7.0 The maximum cantilevered eave projection of the roof system is 24 inches or as shown in the design documents. Page 7 of 7