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HomeMy WebLinkAboutUntitled ' (fQ�•0 City of Arcadia, CA Permit NO. Patio-19-1896 . .\\117,- Development Services Department i.-' rn�.G(,� Permit Type:Patio + 240 West Huntington Drive,Post Office Box 60021 j �� • i ; r I #Liu 1= Work Classification:Patio Arcadia,CA 91066-6021 -J� '�.`�i� c� iJ J J (626)574-5416 - - - Permit Status:Issued ARCADIA . Expiration: Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 620 W Woodruff AVE Arcadia,CA 5787024032 Contacts ARREOLA FAMILY TRUST Owner 620 WOODRUFF AVE,ARCADIA,CA 91007 (626)684-0616 Description:LEGALIZE ATTACHED PATIO (2009 CODE) Valuation: $ 3,588.20 Tenant Total Sq Feet: 0.00 Plan Check p Plan 4 - - Fees Amount payments Amount Paid Building Issuing Fee $47.01 Total Fees $280.90 Building Permit Fees $137.05 Cash/Receipt U REC-02526-19 $280.90 Building Plan Review Fee $89.09 Green Building Standard $1.00 Amount Due: $0.00 Solid Waste Management Fee $6.25 Strong Motion Inst.Program Res $0.50 Total: $280.90 complETED 1,14L /2_$.-/? CALLS FOR INSPECTIONS (i Request for inspection by telephone at 626-574-5450. Leave a message .REc(Iwo 5;ton" pErlcCrD< Aniripav'Trequesting the address,timeframe and what inspection item is needed. This permit/plan review expires by time limitation and becomes null and void if the work authorized by the permit is not commenced within 180 days from the date of issuance or if the permit is not obtained within 180 days from the date of plan submittal.This permit expires and becomes null and void if any work authorized by this permit is suspended or abandoned for 180 consecutive days or if no progressive work has been verified by a City of Arcadia building inspector for a period of 180 consecutive days. September 17, 2019 Issued By: Date September 17,2019 Page 1 of 1 ,f AR b PERMIT/PLAN REVIEW APPLICATION 10 leHaan till 0:-..._.a.- 48:::<, Development Services Department,240 West Huntington Drive,Post Office Box 60021 m•.,.,ar Arcadia, CA 91066-6021, (626) 574-5416,Fax(626) 447-9173 City of Arcadia tTENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION or@b}�aftfmn under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following: aptet,9(commencing with Section 7000,of Division 3 of the Business and fe4srons Code,and my license is in full force and effect. ❑ I have and will maintain a certificate of consent to self-insure for workers' cense Class License No. Exp. Date compensation, as provided for by Section 3700 of the Labor Code, for the gnanusofCo-`n rf'nctor performance of the work for which this permit is issued. OWNER-BUILDER DECLARATION ❑ I have and will maintain workers'compensation insurance,as required by Section 0 I hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of he Labor Code,for he performance of the work for which this permit License Law for the following reason(Section 7031.5,Business and Professions is issued.My workers'compensation insurance carrier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, Carrier demolish,or repair any structure,prior to its issuance,also required the applicant for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number provisions of the Contractors License Law(Chapter 9(commencing with Section (This section need not be completed if the permit is for one hundred dollars or less) 7000)of Division 3 of the Business and Professions Code)or that he or she is exempt there from and the basis for the alleged exemption. Any violation of ❑ I certify that in the performance of the work for which this permit is issued,I shall Section 7031.5 by any applicant for a permit subjects the applicant to a civil not employ any person in any manner so as to become subject to the workers' penalty of not more than five hundred dollars($500)): compensation Laws of California,and agree that if I should become subject to the workers'compensation provisions of Section 3700 of the Labor Code,I shall ❑I, as owner of the property, or my employees with wages as their sole forthwith y with those provisions._ compensation,will do the work,and the structure is not intended or offered for �.e (� '.v- ,' ? y ,,�A; AS sale(Section 7044,Business and Professions Code:The Contractors License Date�'���b �.°l��-�Stgn " i, :_ law does not apply to an owner of property who builds or improves thereon, or who does such work himself or herself or through his or her own employees,provided that such improvements are not intended or offered for WARNING: Failure to secure Workers'Compensation coverage is unlawful, sale.If,however,the building or improvement is sold within one(1)year of and shall subject an employer to criminal penalties and civil fres upto one completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to the cost of compensation, did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor Code, interest, and attorney's fees. ❑I, as owner of the property, am exclusively contracting with licensed contractors to construct the project(Section 7044,Business and Professions Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY who builds or improves thereon,and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097, Civil Code). ❑ I am exempt under Section 7044,Business and Professions Code,for this reason: Lender's Name ate--9 �=I-rtl1�Stgmaaue<�� --4\ - <--� _Lender's Address IMPORTANT:APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING: 1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel. 2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings and structures. 3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos.Please contact AQMD at(909)396-2000 for further information. ^ _,�,� e","_-" $L15C�V� KV U �Alc Title PRINT NAME I certify that I have read this application and state that the above information is correct and that I am the owner or duly authorized agent of the owner. I agree to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of Arcadia to enter upon the above-mentioned property for inspection purposes. Sign`t-. V1/la' ./I)'ale: -lz- -1 I 9-0 15 ✓ (/a bz) 1b b�_ e'+ o g Eine] : o v ia 034 : ?9'vtv0 A 4L4 1 : asnol+ ,zioq 1 + 3nn7 ot1.�A. 9rV'2a o, _-7 ,; £141. :ails in 4 ,e( t art 7, j .- , o • S« r s Si' k � fI ' i `a� p 1 rjf� ' Ci < < Vi. i ° 1122 11 A:1,14� i.w2 l r'(, a 6 • i rty I Ip}kr� � i o4 I' pitaritk-41 i,,Iy i d�. ,.�yK�l � pS �� M1 1. 1 _ '''( anuany llnipooM n; wa ` 1saM OZ9i , airy� �.. a, 7r i� y[[r''3'' ., �y 'i>r«' 'fit ;b� .! , k. '� ... ' '1 n. = it M .. a F } 1'itAN.a 4'JM1Zj - seau Ol3M II I I_ jaleM•SMd 9' d — —I— �-y 0 1,///��/I buipl!n9 'bu3 7( J -1211.111,0; Tiuluueld #IONS uo e r as or) 8,4 i 1:>oay saloN s cs,Abb o� °aa i . slew aaS. / ;a6�° ao I pue alep N0110+/ JNIlfI0F1 . t.4 , tow& + c t�\ ." ,}' rY' A4A AMS. y,�i✓r i \ ,-.41 d, 7I , ,l , ", pf; i a Li. is f ., I t _ , 1¼L •`h. 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':uwe". . .. . des %I jq 4owa -• m l AFFIDAVIT SELF-CERTIFICATION FOR COMPLIANCE OF SMOKE ALARMS `AND CARBON MONOXIDE ALARMS /�'n Property Address: �,aO W INODG1,i LR A-Oa tM HN(AGAA£ 011" Svvor) Permit Number Pcu4 I t-) --[ - 1ST/, Brief Job Description: Lo(%1i2P at-i-S1 pc l7 (aooii cons Number of smoke alarms installed: 4 Number of carbon monoxide alarms installed: I When alterations, repairs or additions requiring a permit occur, or sleeping rooms are created, Smoke alarms shall be installed in each sleeping room, and outside each separate sleeping area in the immediate vicinity of the bedrooms, and on each additional story of the dwelling, including basements and habitable attics as required by Section R314 of the 2016 California Residential Code (CRC) and California Health and Safety Code Section 13113.7. For dwellings or sleeping units containing fuel burning appliances or having attached garages, carbon monoxide alarms shall be installed outside each separate sleeping area in the immediate vicinity of the bedrooms, and on each additional story of the dwelling, including basements as required by Section 8315 of the of the 2016 California Residential Code (CRC). Multi-purpose alarms (combination carbon monoxide and smoke alarms) may be used. All alarms shall comply with requirements for listing and approval by the Office of the State Fire Marshal. http://osfm.fire.ca.gov/licensinelistingsllicenselisting bml searchcotest.php As owner of the above referenced property, I hereby certify that the smoke alarms and carbon monoxide alarms have been installed in accordance with the manufacturer's instructions and in compliance with the code sections referenced above. I declare under penalty of perjury that the foregoing is true and correct, and that this declaration was executed on (Date) 86p-1-ember a a_Qicv at Arcadia, California. Owner's Name (printed/typed): 51,1,50-1/1 A-v rrebl4 Signature of Owner: i<LIMAN aM u.P2 This affidavit must be returned to the City of Arcadia inspector prior to final inspection Si agg ALAB11 A1�p CARBON MONOXIDE ALARM LOCATIONS , Guest Room _ O3a['moon IStorage Ili i i {amity Room • rs ici .. ."'""""".'"*".. PO Garage rr FIRST FLOOR FLAP! et v SMOKE ALARM i t rz CARBON MONOXIDE ALARM . Ilal 1tr Baiit r, Master Bedroom Dining Room Kitchen - — Bath C-01 ® - -9 _ _ Closet • Hall C u C Claret loset Fancily Room ® C , Bedroom !Bedroom = � -- r SECOND FLOOR PLAN C' =SMOKE ALARM E o CARBON MONOXIDE ALARM . PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. • MAY 3 0 2000 GENERAL NOTES: GOVERNING CODES: SFESS/O 1. THE DESIGN COMPLIES WITH THE 2006 INTERNATIONAL BUILDING CODE,2006 INTERNATIONAL RESIDENTIAL CODE,2007 CALIFORNIA BUILDING CODE, ��^Q ' g1.C6'_ �, ASCE/SEI 7-05-MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2000 ALUMINUM MANUAL-ADM 1-00. CA4f, DRAWING NOTES: y •Q 2. ALL ITEMS PERTAINING TO EACH INSTALLATION(TYPE OF ROOF PANEL.HEADER SPAN,COLUMN SIZE,ETC.)SHALL BE CIRCLED AND CLEARLY IDENTIFIED. • Rl 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY. 777y000 NQ• ® 11'1 4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE.UNLESS OTHERWISE NOTED,AND DO NOT INDICATE THE METHOD OF CONSTRUCTION.THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS. �. �� METHODS,TECHNIQUES,SEQUENCES AND PROCEDURES. • 5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED �r�11� C REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. - / �y� '� THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER. 77, 6. LATTICE ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL. 7. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED IN ACCORDANCE WITH IBC APPENDIX I OR IRC APPENDIX H. 8. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM.NATURAL,UNDISTURBED SOIL OR CERTIFIED FILL. 9. AN ATTACHED PATIO COVER MAY SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 1/2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH OF ZERO TO A MAXIMUM COLUMN LOAD OF 750 POUNDS. 10.20 POUNDS PER SQUARE FOOT LL.AND GREATER MAY BE COMMERCIAL R.USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO. DESIGN CONSIDERATIONS: •:. 14.MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS:1/2 INCH PER FOOT. 15.MINIMUM PATIO COVER SIZE:60 SQUARE FEET. DESIGN LOADS: 16.MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER:50 SQUARE FEET. • 17.COVERS ARE DESIGNATED"RIDGED BUILDINGS"AS DEFINED IN ASCE/SEI 7,SECTION 6.5.13. 11.RESIDENTIAL APPLICATIONS-IBC CHAPTER 16,IBC APPENDIX CHAPTER I AND IRC APPENDIX H. 18.COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS,RIDGES AND ESCARPMENTS AS DEFINED IN -ASCE/SEI 7,7,SECTION 6.5.7.1. ROOF LIVE LOADS:10 AND 20 POUNDS PER SQUARE FOOT. 19.THE FREESTANDING AND ATTACHED SOLID PATIO COVERS NOTED HEREIN ARE DESIGNED AS"OPEN STRUCTURES"IN ACCORDANCE WITH ASCE/SEI 7,SECTION 6.5.13. SNOW LOADS:GROUND:50 POUNDS PER SQUARE FOOT. 20.THE FREESTANDING AND ATTACHED LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS"OPEN ROOF: 30 POUNDS PER SQUARE FOOT(EXPOSURE C.NON-HEATED STRUCTURE). ' STRUCTURES"IN ACCORDANCE WITH ASCE/SEI 7,SECTION 6.5.13. 21.THE RATIO(I-VP).PATIO COVER MEAN ROOF HEIGHT(H.FT.)DIVIDED BY THE PATIO COVER PROJECTION OR WIND LOADS: 90 MILES PER HOUR,EXPOSURES B AND C. • WIDTH(P.FT),SHALL NOT EXCEED ONE(1). 100 MILES PER HOUR.EXPOSURES B AND C. 22.THE RATIO(UP),PATIO COVER LENGTH(L,FT.)DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH(P, 110 MILES PER HOUR,EXPOSURES B AND C. FT).SHALL NOT BE LESS THAN ONE(1). SEISMIC LOADS:SITE CLASSIFICATION D.SEISMIC DESIGN CATEGORY D. MATERIAL SPECIFICATIONS: 13.DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTION 1605.3.2. 23.ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN,PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. 24.CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2.500 POUNDS PER SQUARE INCH. 25.DESIGN VERTICAL SOIL BEARING PRESSURE IS 1,500 POUNDS PER SQUARE FOOT.DESIGN LATERAL SOIL BEARING 12.COMMERCIAL APPLICATIONS-IBC CHAPTER 16. PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH.(EQUALS 100 PSF/FT x 2 PER SECTION 1804.3.1 OF THE IBC AND CBC. ROOF LIVE LOADS:20 POUNDS PER SQUARE FOOT. 26.EMBEDDED STEEL MENBERS SHALL BE HOT-DIPPED GALVANIZED,RUST-O-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C.STAINLESS STEEL MEMBERS SHALL CONFORM TO SNOW LOADS:GROUND:50 POUNDS PER SQUARE FOOT. ASTM A653.GRADE 40. 27.EASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4;STEEL BOLTS SHALL BE ASTM A-307;HIGH-STRENGTH BOLTS ROOF:30 POUNDS PER SQUARE FOOT(EXPOSURE C,NON-HEATED STRUCTURE). SHALL BE A-325.ALL BOLTS SHALL HAVE STANDARD-CUT PLATED WASHERS.WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. WIND LOADS:90 MILES PER HOUR,EXPOSURES B AND C. 28.THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILT!KWIK BOLT TZ CARBON 100 MILES PER HOUR,EXPOSURES B AND C. STEEL(ICC-ES ESR-1917)OR APPROVED EQUAL. 110 MILES PER HOUR.EXPOSURES B AND C. SEISMIC LOADS:SITE CLASSIFICATION D.SEISMIC DESIGN CATEGORY D. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED • DRAWN BY:K.K. TOM CAMPBELL B ASSOCIATES,INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG.BY: JOB NO.CF07-0674 DATE:10232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10.20630 ps1 DURALUM PRODUCTS,INC. SCALE:NONE RANCHO CVCAMONGA,CA(951)701.210] GENERAL NOTES HORI2.WHO 8269 ALPINE AVE.,SACRAMENTO.CA 95026 SHEET 10F 29 REVISED BY'K K A DP 9n 1'inns 1n MPH 915145'14001 FAX 4n1d51n avLannlnralnmrnm SOLID PANEL TYPES " ATTACHMENT CHANNEL LENG ATTACHMENT CHANNEL LENGTH ALUMINUM SEE DETAIL AN/0 SHAT�FSTRUO� ALUMINUM SEE DETAILS AND SHA OFSTRU ROOF PANEL EPR NOT REV THE LL N CTU SEE SCHEDULE Q✓CONN ELEss THA,R/ES SEE SCHEDULE MIN.0.5'SLOPE PER FT. PROJE0T0 BELE SE VARIES FOR SPANS f\ ip ENC(08D FOR SPANS ---,t.,---._ N/E ENC(SAN 0. SPAN '"-•-• ED "O.H."NOT TO EXCEED 25% \\ '�� yJ1�`\ OF SPAN -� t�71q"dAi� \\ "O.H."NOT TO EXCEED ZS% `y- \ == 1 OF SPAN =— ������\ J �� SEE DETAIL FOR SPLICE J ��. o SEE DETAIL FOR SPLICE p -es- '�� POST EDU II I OPTIONAL:POULE SPACICLEVER BEAM == SO.POSTS,SIZE VARIES— OST Nf0 I I ` OPTIONAL: CANTILEVER BEAM S0.POSTS,SIZE VARIES -SEE SCH AC/NG '� SEE SCHEDULE FOR r r SfE5 l'ACINQ I SEE SCHEDULE FOR U m si LES 1 U(Es 1 I O POST SPACING m O -H 3 1/2"SLAB ATTACHMENT II , 025 NOT 70 D E M 3 1/2"SLAB ATTACHMENT ALTERNATE: ' ,I HO• x x PERMITTED.MAY BE USED WHERE SALTERNATE:INGLE POST OFSpAN)(Cc MAY BE USED WHERE ,I ZS ESE S SEE SEE SCHEDULE N N PERMITTED. SINGLE POST MAX.SCHEDULEHT. 12' SEE SCHEDULE SEE SCHEDULE - HT12' NOTE:NO SPLICE AT THIS • p �] q NOTE. 0 SPLICE AT THIS POST AND AT END BAYS. kr a •.CAMIQ\ ``1I U O LOOO POST AND AT END BAY FOOTING WHERE REQUIRED •-..1.,..- ((Ti��P .`, R q �Jti, ERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE ftin /Q 5. wet. -k+" 0 LE FOR FOOTING CUBE SIZE ' • NOTE:EACH COMPONENT IS INTEL-me NOTE:EACH COMPONENT Is INTER- CHANGEABLE WITH ANY OTHER C9 IF No 3-948 r CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE;OWN. COMPONTENT UNLESS OTHERWISE SHOWN. ii-ZI TTYP.Ei A VA1TJ%AGHED'SfNGtESPAN W/CANTIEEVEMOP- N'. 3/31 1 1 Y 'i "B"ATTACHED MULTISPAN W/CANTILEVER OPTION - ..�:s: 4.i.1 . _ . ,.,,,A;:--.c..,�iu-. :Ncr �,° III (ENG 'r! �-' LE ALUMINUM LENGTH OFSTRU •4, v. ; ALUMINUM LENGTH pp sTR ROOF PANEL O.H CID V ROOF PANEL MIN.0.5°SLOPE PER FT. OM UCTUR SEE SCHEDULE AR/ES SEE SCHEDULE EVARIEs FOR SPANS C (MAVN FOR SPANS �_ �h1AY(Y O. s•AN �--- CCLOSED O.H gP �l�� EENCLOSED 'O.H.'NOT TO EXCEED 25% �1 J�— � ��\ / SPAN �� ��\ / OF SPAN •q'�y� ��_�` OF SPAN-TO EXCEED T5% —= —��'�t_�_ -�- ��_� �_�� ell SEE DETAIL FOR SPLICE—2 I :llIllii ��Z� I�` SEE DETAIL FOR SPLICE I II "'' pOST I�• OPTIONAL: CANT EVER BEAM /'OS I��� OPTIONAL: CA lillEVER B SO.POSTS.SIZE VARIES SEESOLCIIVI.:sI I SEEPOST SCHEDULE FOR 1- i SQ.POSTS.SIZE VARIES SEE'HEO/N 3 I Viii SEE SCHEDULE FOR U ,II PAST SPACING • E31/2"SLAB VIII O,zs DTTO ! 31/2"SLABMAY BE USED ALTERNATE: �H'NOTTTO CONSTRAIN SINGE "OFSPAN EED MAV BE USED ALTERNATE: - OFSp EXCEED FOOTING,SEE SEE Si. TO CONSTRAIN SINGLE POST i.FOOTING,SEE SEE SCHEDULE i.SCHEDULE NOTE OSPLICE AT THIS SCHEDULETNOTE 0SPLICEATHISPOST., DAT END BAYS. POST•I DAT END WS. ►� i II®►ySEE SC EDULE FOR FOOTING WHERE FFOOTING CUBE SIZE UIRED J / ' SEE CHEFOOTING R LE FOR FOOTING CUBE SIZE / ' NOTE:EACH COMPONENT IS INTER- 1/2x9°STEEL ROD NOTE:EACH COMPONENT IS INTER- 1/2 x 9"STEEL ROD CHANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION TYPE "D" FREESTANDFNG'MULTISPAN W/CANTILEVER OPTION DRAWN BY:K.K. TOM CAMPBELL 8 ASSOCIATES.INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG.BY: JOB NO.GF07-0674 DATE:10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLID PANEL 10,20 a 30pe1 DURALUM PRODUCTS,INC. _ SCALE:NONE RANCHOCUCAMONGA,CA 1951)741.2107 STRUCTURES HORR.WIND a 8269 ALPINE AVE.,SACRAMENTO,CA 95026 REVISED BY:K.K.60.P. 90,1006110 MPH (9161452-7021 FM 403-1519 ealev®tlurelummm SHEET 2 OF 29 • • - RAFTER:SFOSESE TABLE OPEN LATTICE TYPES IZE �eisT(RG AND SPACING 6y<D4 / RG SEMAX. SCHEIT ,- ,'O% ,� (SRHOByNOTE:TNNAIY OPEN NOT BE ENCLOSED EO OR STRUCTURE OVERED. SEIE6CXEOUIE / NAY.O.M. RAFTER,SEE TABLE \ IS ,,yN1� 25%OF SPAN FOR SIZE %O p'O} AND SPACING OSTSp , 25%OF SP\`\\-•\ SagCN /e /III' .\\ EE GO ^^ 't 41% G ``, ,',-----1:-L„.- -----..,,.....t. ••��`��� III�� POST HEIGHT 14'404a �\�.-�-►n, b �o SEE.CH RULE � .44pb, 1, � •LENGTH OF BTRUCTUREVARIEO \`_. HONG , • `, 6 'OST VdTH SIDE- \ �%• t I OV RC PLATES SEE DETAIL LENGTH OF STRUCTURE VARIES I1,� SFFSj SP IIIIOL g-4F POST WITH SIDE- PLATES UT SLAB ATTACHMENT SPo`YT PLATES SEE` TAIL NOTE:EACH COMPONENT IS INTER- MAY 6E USED WHERE FF FF+ qCi CHANGEABLE WITH ANY OTHER SF PERMITTED. • '1S(F 'YC COMPONTENT UNLESS OTHERWISE SHOWN. Ft484f SEE SCHEDULE /^"RDF COTE:EACH COMPONENT IS INTER- 312-SLAB ATTACHMENT FOOTING WHERE REQUIRED. P _ ♦ :LE WITH ANY OTHER SF-F,STSS / PERMITTED.SEE BONED.FOR FOOTING MAY BE USED WHEAE uOTE:THIS OPENLATTCETYPEsrnueTLi /wpLs I qA `ENT UNLESS OTHERWISE SHOWN. r"iS(FONG 1.....4} SEE FOOTING SCHEDULE OPEN LATTICE-TYPE PATIO COVER CC-- •✓✓// SCALE:NTS MAY NOT EE ENCLOSED OR CO O A �L FOOTING WXERE REQUIRED, `' SEE SCHEO.FOR FOOTING CUBE SIZE TYPE"E" ATTACHED SINGLE SPAN LATTICE STRUCTURE gt 01 ,YPE "F"ATTACHED MULTISPAN LATTICE STRUCTURE • Y No. '-7g4g rl M•• NOTE:THIS OPEN LATTICE-TYPE STRUCTURE MAY3 0 7000 , MAY NOT BE ENCLOSED OR COVERED. 11. RAFTER.SEE TABLE MAL PROD' I BEE SCHEDULE '' FOR SIZE SEE SCHE U E NOTE:THIS OPEN LAO]CE-TYPE STRU.:k E AND SPACING I► MAYNST BE ENCLDSED-0:COV=ry"_tf VLA ` ��O /�L' / RAFTER. SSIEABLE �Il, `"/ ZSR A40 I'25%CF H �� l, `Ii , .// AND 0.H ,SPACING l 11A SII. 'I� OFA"tyC 25%0F SPAN % ` ;l�y�y;TlO.H ,I / .y Opo O 25%0FALcom.N I qL. S.�''� ` Al� I�\.�� 25 ,. p SP ,Illi, ` `' I�II� '♦ II • ` i �/\ `� \'F• �lSpy �0►``IIII \',III , -OST HEIGHT I \ \ ♦ oW I ,-. `�+I' ' SE NEOULE IIII � ''► /. . \�.- -OST HEIGHT III \. I 5 EOULE IInnIIIII i�. III �� ��III 'III LENGTH OF STRUCTURE VARIES \= III •/ HF- IIi. II.I� � O SEE PORT DETAJTIO LENGTH OF STRUCTUREVARIES �II li 4+OS BEE POST OETN kgL�I�I�,�I• SFFJS p . 1 ` SEETOSTOET I. ION. �( WC PO SEE POST DET L NOTE:EACH COMPONENT IS INTER- F a 312•SLAB SFF TgBgC4V OST MAY BE USED 4F G 312-SLAB CHANGEABLE WITH ANY OTHER SFFt SpgC \ TO FOCONGSEE MAY BE USED COMPONTENT UNLESS OTHERWISE SHOWN. 4F(F A'G �� SCHEDULE NOTE:EACH COMPONENT IS INTER- `Gy. FOOTING. OGDNG.SEE OPEN LATTICE-TYPE PATIO COVER CHANGEABLE WITH ANY OTHER SFF gB�FC %.. SCHEDULE CHE U ESEE FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED SCALE:NTS SEE SCHEO.FOR FOOTING CUBE SIZE SEE SCHED.FOR FOOTING CUBE 912E TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN 4TTICE STRUCTURE DRAWN BY:KK ( TOM CAMPBELL B ASSOCIATES.INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG.BY: JOB NO.GFO]-06)4 DATE:10123/2007 _ COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE 10,20630 pa OURALUM PRODUCTS.INC. SCALE:NONERANCHO CUCAMONGA,CA(951))41-210] STRUCTURES HORIZ.WIND= 0269 ALPINE AVE.,SACRAMENTO,CA 95626 REVISED BY:K.K.6 D.P. - 90,100 6110 MPH (916)452-)021 FAX403-1519 sales©6uaiumcom SHEET 3 OF 29 SOLID PANEL SPANS FOR COMMERICAL & PATIOS 90/100/110 MPH EXPOSURE B & C • .67„ T=SEE TABLE BELOW 10,5::14F-i.40" �7 . ' -I I- s• -' 40„ MAY 3 0 2 08 _TI: 1.125• (laa'7' J 2.46"NM 40'a- 25" .ESSIO 1 ,,11'' n 1.125" T•SFE TABI E BEI OW 70 ti€ 1.48" .40" T .40'3-5 .-3.604,0:' �Q 1.CAM's FiL 'a a .75. 3.00" 4.50" 4.50" 4.50" 4.50" .5 A C h G ' 24.00" 1:45---41�P e�\2 .aJ+-. es I ssi =I 20 1 a 1]' I vo• AleV ALUM.ALLOY 3004-1-136 OR EQUAL Z r 1 - IS r C7 IF N. 379 , .'9 ALUM.ALLOY 3004-H360R EQUAL 24"TRI-"V"PAN j 1� Q,3I31I0� ./.1..: * 12"X 3 1/2"W PANEL L.L= PANEL'T' 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN ?, PANEL"T•' 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN (PSF) (IN.) EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 ( '. sr`) ..'` (IN.) EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 A! , 10 .018 11•_0" 10'-0" 10,_6" 9'-0" 9'-T' 8'-6" Q - / 10 .020 I 15'-6" 15,_6" 151-6" 15_0" 151-6" 14'-6" .024 12,_16" 111_7•' 11•_7•, 16,-4„ 11'-0" 16'_0' \ .02418,_1" 16'-1" 18c1" 1T-4" 18,-1" 16'-8" .032 14,_9„ 13',4" 13'-4" 12-0" 12'-10" 11,_7, .032 20,_9" 20,_9" 20,_9" 20-4" 20,_9" 19'-8„ .040 22,-4" 22-0" 22-0" 22,-4" 22,-4" 20 .018 9'-6" 9'-6" 9'-6" 9'-6" 9,-6" 9'-6" 20 .020 11,_3" 11'-3„ 1V-3" 11-3;' 11-3" 1V-3" .024 10•_7•• 16•_7•, 10•_7" 10'-0" 10•_7• 10'-0" .024 13,_0" 13'4O" 131_0" 13,_0" 13,-0" 13,_0„ .032 111_8" 11,_a" 11'_6" 11•_6" 11•_6'. 11,_7, .032 15-3" 1513" 16'_3" 15,_3" 151_3" 163" .040 17'_1" 17-1„ 17-1" 17_1" 17,_1" 17_1" 30 .018 7-9" 7.9., 7,_9„ 7'-9" 7'-9„ 71_9" - 30- .020 9'-3" 9'_3". 9,_3„ 9'3.. 9,_3., 9._3.. . .024 9'-0' 9'-0" 9'-0" 9,-0" 9'-0" 9'-0" .024 10'-6' 101-6' 10'-6' 10'-6' 10'-6' 10'-6' .032 10'_2' 10'_2" 10-2" 10-2, 10'_2, 10.2' .032 121-6" 12-6" 121-6" 12-6" 12'£" 12'-6" • • .040 14,_0, 141-0" 141-0„ 14'-0" 141-0" 141_0" DRAWN BY:KK TOM CAMPBELL 8 ASSOCIATES,INC. UVE LOAD- PATIO COVER SYSTEM AS MFG.BY: JOB NO.GF07-0674 DATE:10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERINGPANEL SPANS 10,206 JOpst DURALUM PRODUCTS.INC. SCALE:NONE .W HORIZIND• 0269 ALPINE AVE.,SACRAMENTO,CA 95026 REVISED BY:K.K.&D.P. RANCHO CUCAMONGA,CA(951)T41-2101 90,100 6 110 MPH (916)452-7021 FAX 403-1519 saiesedumlum.cem SHEET 4 OF 29 SOLID PANEL SPANS FOR COMMERICAL & PATIOS 90/100/110 MPH EXPOSURE B & C • •- 777" .09R.OS.).) .67" m- .25" - =7" .09R.(I.S.) .67" N FAN BEAM H ALL UNMARKED RADII.l36R ry .25" 2.5" s IA ? ALL UNMARKED RADII.06R 45 •- N �" 2.5" _ •4 ci TYP ik .3e1 i HEADER 1 TYP h. 3B" . e e CEILING FAN AND/OR LIGHT FIXTUREliliElFa ALUM.ALLOY 3004-H36 OR EQUAL (MAX.30 lbs.) r r EXIST.WALLS ALUM.ALLOY 3004-1-136 OR EQUAL 8"x2 1/2" FLAT PAN okUrc„�,y : Ni 3 0 '1.008 6"x21/2 FLAT PAN L.L.= 'T' 90,100 8110 ,',."��j ), C Fy L.L= 'T' 90.100 4110 (PSF) (IN.) MPH SPAN ����P A2f ! (PSF) (IN.) MPH SPAN EXP.B EXP.0 C? 2O A �2 EXP.B EXP.0 .018 Al m r-2��� .018 14•_3" 14•_3" r IND.3 m • ALLOWABLE SPANS 10 .020 13'-6" 13'-6"1*' Ep•3/31/082"x 3"FAN BEAM 10 .020 15•_5" 151_5" -. Y * / 10# .T=.070"TY". .024 14'-9" 14'9" ., CN) ;\�I%// r .024 17c4" 1T4" OF ORI IIJ 20# 5'6' tit b .032 174" 17'_8" >�4 30# 12•_9" .032 19.5" 19'5" IliEXIST.WALL FAN BEAM ALUM.ALLOY 6063-T6 L .040 19._O" 19'-0" N. - _ _ .040 21'-O" 21'-O" ATTACHMENT AT HANGER CHANNEL 20 .020 9'-9" 9'-9" I 20 .020 11'-0" 11'-0" SEE SCHED. FAN BEAM HANGER •HANNEL r L- .024 107_8" 10'-6" 3" .024 12'_5" 1Z-5" FAN BEAM .032 12'-8" 12'-8" .032.032 14'4" 14'4" #12 S.M.S.SCREW #12 S.M.S.SCREW AT HANGER CHANNEL .040 14'-2" 14'-2" .040 16'-0" 18'-0" FAN BEAM ATTCHMENTAT HEADER --- 30 .020 8'0" 8'-0" \ 30 .020 9'-O" 9'O" FAN BEAM \ 1 .024 10'-2" 10'-2'• 3" • .032 10'4" 10'4" II AL 0.042"x3"xB"HEADER '#12 x 31/2' S.M.S.SCREW .040 11'-5" 11'_8" AT HEADER .040 13'_2" 13'_2" 0RANRJ BY:K.K. . TOM CAMPBELL&ASSOCIATES.INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG.BY: JOB NO.GFO7-0674 DATE:10232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL SPANS 10,2011 30 psf DURALUM PRODUCTS.INC. SCALE:NONE & HORIZ.WHO= 0269 ALPINE AVE.,SACRAMENTO,CA 95026 REVISED BY:K.K.SD.P. RANCHO CUCAMONGA,CA(951)741210] FAN BEAM 70,906 (9 161 4 52-7021 FAX 403-1519 sates®duralumcom 116 MPH SHEET 4a OF 29 • PANEL FASTENERS 90/100/110 MPH EXPOSURE B & C - T .075" Ml a - - — .750„ I .860" — . • 24" .300" .440" .265' 24"TRI-"V"PAN o*ESSI1 ,--I —1 CA L.L=PSF 90-MPH 100-MPH 110-MPH (C,,. /111t- Mpdi c� .,ao•' L 4. 0\x.1" 6.00" 10 #10 S.M.S. #10 S.M.S. #10 S.M.S. ' It 140, 3,948 Cr; Olen �' MAY 3 0 200f1 NO• I OPTIX611 PRODUCTS ACRYLIC PER 20 #10 S.M.S. #10 S.M.S. #12`SM:S. '3: ExP,31't! R9 .250 I.C.C.E.R.5411 OR EQUAL • 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. C \c.L SKYLIGHT DETAIL"iiiiitirtrifra. , \ . SCHEDULE OF ALLOWABLE SPANS FOR 6"/ 8"x 2 1/2" FLAT PANEL ADJACENT TO SKYLIGHT PANELS CT- • L.L= 6"PANEL SPANS / 8"PANEL SPANS t=.020" t=.024" t=.032" t=.040" , 6" 8" 6" 8" 6" 8" 6" 8" 10 10,-2" 101-2" 12,-9" 12'-9" 13,-4" 13'-4" 141-7" 14,-7" t 20 '8'-10" 8,-10" 10'-3" • 10,-3" 111-4" 11,-4" 12'-3" 12'-3" IN 12" 30 71-1" 7-1" 81-4" 8'-4" 91-10" 9'-10" 10'-8" 10'-8" 12" x 3 1/2" W PANEL USE A MAX.OF(1)SKYLIGHT PANEL PER: LL.=PSF 90-MPH 100.MPH 110.MPH (3)8"ROOF PANELS OR(4)6"ROOF PANELS 10 #10 S.M.S. #10 S.M.S. #10 S.M.S. . LL"PSF 90-MPH 100-MPH 110-MPH 20 #10 S.M.S. #10 S.M.S. #12 S.M.S. ' 10 #10 S.M.S. #10 S.M.S. #10 S.M.S. 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. v 20 #10 S.M.S. #10 S.M.S. #12 S.M.S. . 11 : ,4 NOTE: FASTENERS INDICATED ARE TO BE USED AT 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. FRONT HEADER AND REAR LEDGER 6"/8„x2 1/2”FLAT PAN W/(2)-V'S DRAWN BY:K.K TOM CAMPBELL&ASSOCIATES,INC. LNE LOAD= PATIO COVER SYSTEM AS MFG.BY: JOB NO.GF07-0674 DATE:10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10,308]0 psI DURALUM PRODUCTS,INC. SCALE:NONE RANCHO CUCAMONW,CA 1951)741-4107 PANEL FASTENERS HORIZ.WIND= 8269 ALPINE AVE.,SACRAMENTO,CA 95826 SHEET 50F 29 REVISED BY:K.K.60.P. 90,1006110 MPH (910)452-7021 FAX 403-1519 sales®Eurzlum.eom • RAFTER SPANS FOR OPEN LATTICE COMMERICAL & PATIOS 90/100/110 MPH EXPOSURE B & C ALUM.ALLOY 3004-1136 IIr� II 11''�II Jr 2 I MAXI 2" -[6.5" 1 1 3.0" h 1 OR EQUAL I II - *SEE NOTE BELOW ALUM-ALLOY 30011136 y f—042., 024' .024" OR EQUAL ALUM.ALLOY 3004.1136 1x 032" OR EQUAL LE: .032" • *SEE NOTE BELOW ' • a`u 2 x 6 1/2"RAFTER ^' DBL.2 x 6 112"RAFTER I! 3 x 8"RAFTER 100 MPH 110 MPH m u 90 MPH 100 MPH 110 MPH L,L, 97' a 6 90 MPH 100 MPH 110 MPH a 14 L.L. " m 8 90 MPH L.SF IN. (PSF) (IN.) �o EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 (PSF) (IN.) m g EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 (PSF) (IN.) v, o EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0- 16" 14'4'• 13'-0" 13'-0" 11.8" 12-10'• 11'-4" .024 16" 20'-3" 1131-4" 4 ' " 18' " 16'-6" 18'-1" 16'-0" .042 16" 28'-2" 25'-7" 25•-7" 22'-6" 25'2" 21•-2" ,024 24" 111-8" 10'-7" 10'-7" 9'-6" 10'-4" 9'-3" 10 24" 161-6" 15'-0" 15'-0, 13'-6" 14'-5" 13'-1" 10 24" 23'-0" 2T-10" 20'-10" 18•-9" 20'-6" 18,-2" 16" 19'-1" 1T-4" 1T4" 15•-6" 1T-1" 15.4" .032 16" 271-0" 241-6" 241-6" 22-0• 24'-2" 21'4" 10 .032 24" 15-6" 141-2" 14'-2" 1Z-6" 13'-11" 12'-3" 24" 22-0" 20•-0" 201-0' 1W-0" 19'-8'• 17'4" 16" 26'-4 23'-10" 23'-10' 21•-6" 231-0" 20'-10" 16" 15•-2" 15-2" 15•-2" 151-2" 15'-2" 15•-2" 16" 211-0" 21'-0" 211-0• 21.0" 21'-0" 21-0" .042 .024 .042 - 24" 211-6" 19'-6" 19'-6" 17'-6" 18'-9" 1T-0" 20 24" 12-4" 12-4" 124" 12'4" 12.4" 124" 20 24" 1T-2" 17•-2" 1T-2" 1T-2" 17•-2" 1T-2" 16" 10'-8" 10'-B' 10•-8" 10-8" 101-8" 101-8" 16" 20-2" 201-2" 20-2" 20•-2'• 20-2" 20-2" -024 .032 24" 8'-9" 8•-9" 8'-9" 8'-9" 8'-9' 8'-9" 24" 16'-6" 16•-6" 16•-6" 16'-6" 16'.0" 16.6" - 16" 141-3" 14•-3" 141-3" 14•-3" 14'-3" 14•-3" • 16" 12-5" 12-5" 12-5" 1T-5" 12-5" 12-5" 16" 1T-3" 1T-3" 1T-3" 1T-3" 1T-3" 1T-3" 20 .032 .024 .042 24" 11'-8" 11•-8" 11-8" 11-8" 11'-8" 111-8" 30 24" 10'2' 10•-2" 10-2" 10-2" 10-2" 10•-2" 30 24" 14.2" 14'-2" 14•-2" 14'-2" 141-2" 14'-2" 16" 191-8" 19'-8" 19,-8" 19'-8" 19'-8" 19'-8" 16" 16'-7" 16'-7" 16'-7" 16'-7" 16'-7" 1T-7" .042 .032 24" 161.1" 16'-1" 16•-1" 1T-1" 1T-1" 16'-1" 24" 131-6" 131-6" 131-6" 13'-6" 13•-6" 13•-6" 16" 8'-10" 8,-10" e'-10" B'-10" B'-10" 6,-10" *ENGINEER'S NOTE: WHERE SINGLE RAFTERS ARE SHOWN.DOUBLE RAFTERS WITH 3"MAX.SPACING .024 BETWEEN MAY BE USED AT 32"tic.OR 48"Q�4(�'��L6�y^BR9 INGLE RAFTER SPANS ARE NOT EXCEEDED. 16° 11'-9" 111-9" 11'-9" 11.9" 11•-9" 11.9" 4' ---�p.$ / -.Pt y 30 .032 24" 9'-7" 9'-7" 9'-7„ 9•-7" 9'-7" 9'-7.. MAY 3 0 2008 r,���0 C1.\-Y 16" 13'-6" 13•-6" 131-6" 13'-6" 13'-6" 131-6" A' PROJECTION 'V(] 03 - SPAN .042 24" 13,3" 131-3" 13,3" 131-3" 13.3" 13,-3, n •c-," - '1? I~ Z IJ pg TRIBUTARY WIDTH TABLE - CLEAR SPAN (Ft) > a/ O.H. 6 7 8 9 10 11 12 13 14 15 16 17 16 19 ' - h 1 re--).\\ 0 3 4 4 5 5 6 6 7 7 8 B 9 9 10 10 11 TRIBUTARY TRIBUTARY= 1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 &Dill 12 SPAN.O.H. 2' 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 ' 3' — 7 7 B 8 9 9 10 10 11 11 12 12 13 13 14 NOTE:TRIBUTARY ON MULTIPLE SPANS IS 4' — — — 9 9 10 10 11 11 12 12 13 13 14 14 15' EQUAL TO CENTER SPAN TO CENTER SPAN 5' 11 11 12 12 13 13 14 14 15 15 16 DRAWN BY:K.K. TOM CAMPBELL F.ASSOCIATES.INC. LIVE LOAD= PATIO COVER SYSTEM AS MEG.BY: JOB NO.GFO7-0674 DATE:101232001 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10,20830 psf DURALUM PRODUCTS,INC. SCALE:NONERANCHO CUCAMONGA,CA(951)741-2107 RAFTER SPANS HORIL VIAND= 0269 ALPINE AVE.,SACRAMENTO,CA 95026 REVISED BY:K.K.6 D.P. 90,1008110 MPH 19161452-7021 FAX 403-1519 sales©euraluO$om SHEET 6 OF 29 HANGER CHANNELS AND MOUNTING BRACKETS ALUM.3004-H36 1.50" WALL FASTENERS +-DTBj 2.740" A61"-- SEE TABLE - 30D" E 1.50' �� :33: : T.0.04" .25"R 05' .010"%90" .282" C105MB�PANEL \t ( (2) ' DIA. } T=.060" b LOCKS OR 48 GMS P N ,2BYAT EA.CONTMS �5 N WALL 20 F WA SEELL ATAB TABLE _ G 1 0 III FASTENERS f ALUM.ALLOY ROOF PANEL I C CONTINUOUS RIC:URS)aIL �1 6063-T6 ALUM.ALLOV APPROVED 3"OR 4" 3+. O .060"-- y 6063-T6 ALUM ALLOY INSUL ROOF PANEL 0 1.75" II B #10 sMS @EA CONTACT w 6063-16 ROLLFORMED HANGER EXTRUDED HANGER CHA NEL WALL CONNECTION I.R.01 HANGER Q I—__,.� moms O.0 -{-1.880" AT 12"O.C. R.F.ORNN E,2.HANGER HANGER/RAIL FASTENER TO FASCIA,WALL (STUD,MASONRY OR CONC.) CHANNEL,2x OR 3x RAFTER BRACKET.\ 1 '1� WIND AT 2x FASCIA AT WOOD STUD AT MASONRY OR MAY 3 0 200fV OFESSIUN _II .— DESIGN W/SIMPSON A35 16"O.C. CONCRETE QQL .0 AS /a =� LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 /g1• .- coAM ,y'•. J IN BO A BorD BorD E E E J J K %rt.P e ��\, ALUM. PANEL 2x OR C(p C (C 7. 3x ALUM.RAFTER 100 B or C B or D B or D E • E E J 3 K ()Y.! j(� Irl T1� FASCIA BOARD EXIST.EAVES,RAFTER 110 0 _B or 0 B or D E __E E J J K 12 I- NO.37948 1 73 ALLOWABLE PROJ. EXISTING EAV �� 3(31109 1. SEE TABLE BELOW OVERHANG wo DESCRIPTION OF LAG SCREW(SEE NOTE BELOO�N __ __ -- __ \ EXP' /7�'I zz A=3/8"0 x 1 1/2"@ 12"O.C. E=318•'0 x 4"@ O.C.EACH STUD �e O 3 07 0 C=3/B"0 x 1 V2"@ 8"O.C. J=114"0x1%1/13"@16" .B.EACH STUD / 1 /,�� EXISTINGEAVECONNECTION 2 LLh� C=7/16"0x11/2"@10"O.C. K=1/4"0x11/B"@12"A.B. �,r6(FD ' //py D=7/16"0 x 1 112"@ 12"O.C. r A . EXIST.RAFTER ALLOWABLE DECK I RAFTER SPAN 1 1/2" 10#L.L=(2)#8 SMS EA.SIDE RAFTER SIZE SPACING OVERHANG LL=10 LL=20 LL=30 20#/3a#L.L=(2)#ta SMS EA.SIDE '��1 3/16" U-BRACKET B" STEEL • 1'-6" 16•-B" 13•-10" 9'-3" _ _ 114"0 HOLES.TYP. 16"O.C. __ 71--- FULL 2'-0" 11'-8" 6-8" 5'-10" 1'6" 10'-8" B'-3" 5'-6" r'��� 3/4•'OR 1 1/2'• ' NOTE PROVIDE WATER • PROTECTION METAL FLASHING FULL 24"0.C. . 2-0" T-0" 4-0" 3'-0•' ` 2x61/2" B�('CAULKJOINI'S AND SLOPE 2"x6"FULL OR II5"MIN. ORB" TO DRAIN 2"x8"NOTCHED 24"O.C. 2'-0" 1T-6" 14'-0" 9'-6" RAFTER ' TYPICAL BRACKET AT EVERY 2x _ — 1 1/4' 2"x8"FULL 24"O.C. 2'-0'• 29•-3" 25'-0" 16'-9'• `rim___ 314"OR 1 1/2" _ \ FOR6PANSEEALLOWABLE DECKIftAFTER SPAN TABLE NOTE:AT 10, 20 &30 L.L. MAY USE: - ` -EXISTING WOOD STUD FRAMING EAVE LENGTH 2x6 DF-L#2 LEDGER MAY BE INSTALLED WHERE \L las OR neLEDGER NEEDED TO EXIST.WALL AT WD.STUDS(16"O.C.) — ount 2 EACH 114"0 x 3-112"LAG SCREWS LL.=10 ps/ RAFTER USE: 2EACH 7/16"0x3-12"LAG SCREWSL.L=20 AND 30 psl • "_t ``..'' )-410x1x1 L4' (2)-3/B"0x5"LAGS 3"APART VERT.AT 16"O.C.(2 LAG SCREWS PER STUD) (3p#vx3 t2"W.S. PAno coven PI • THE INSTALLATION OF LAG SCREWS 8 WOOD SCREWS ARE REQUIRED TO BE IN RAFTER TO ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION(NDS),11.1.3 AND 11.1.4, WALL CONNECTION O NOTE PLACE"SIKH FLEX'OR SIMILAR RESPECTIVELY MATERIAL BETWEEN BRACKET AND COMP. SHINGLE ROOFING TO PROVIDE SEAL NOTE:BRAOKET MAY BE MOUNTED ED BRACKET CONNECTION BELOWRAFTERW/ SAME CONNECTION'S. . DRAWN BY:KK • TOM CAMPBELL B ASSOCIATES,INC. LIVE LOAD" PATIO COVER SYSTEM AS MFG.BY: JOB NO.GF07-0674 DATE:10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING HANGER CHANNEL 10.20&30 psi DURALUM PRODUCTS.INC. DATE10/2NE AND BRACKET HORIL'MND" 0269 ALPINE AVE.,SACRAMENTO,CA 95026 REVISEDCALE: ON:KK.&O.P. RANCHO CUCAMONGA,CA(951)741-2107 ATTACHMENTS 80,100&110 MPH SHEET 7 OF 29 (91614524021 FAX 403.1519 eolee6D#urelum.eom COLUMN / POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS • {— =t. - I 3'---1-2"-I I ---III 3.00"SQ. I 3.00"SQ. .032" #10 SMS 3.00"SQ. I �'^ N 0=3"SQ.xt=.1818" .024" 124"O.C. I_..-f1.0Cr._ I : 3"50.x1=.250'II Cm EA.SIDE � "�"1 ©_ e 0 —t .075" 1 Q=4"SQ.xh-.186' 6.5" M., • `l . U . J o I — .032" TMP. m ©=5"51.x1=.188" 040"ALUM .032" imam= .048"STEEL L i .024" O O 3.0'4.0"OR 5.0" O5/8"PLASTIC PLU •28 3"SQ.ALUM. POST 3"SQ.ALUM. POST3"SQ. ALUM. POST MAG POST SQUARE WITH SIDE PLATES OD ALUM. LLOY 3004-H36 3" SQ.ALUM. POST STEEL POST any g 10 8 ALUM.ALLOY 3004-H36 ALUM.ALLOY 3004-H3fi 3"SQ. STEEL POST ALUM.ALLOY 6063-T6 ASTM A36 GRADE 40 ASTM A653 GRADE 40 0S(ONk ALUM.ALLOY 3.00"OR • 2.0° ,-'0 F F 6063-T5 2.40" Q '.GAMP c;., Q \• B it., 1.375" X7/16"CHOLE 56° 2 FLANGES Q/Q5 �\cc‘ 21/8"APART • r�� `e 7D 0 75" NI zs" 2/ O 3194 ASTM GRADE 40 STEEL • Ta 7r VW°eyv-3181109 ' '_ BASE FLARES il,di 157" , TO 3'WDE EA. `� ..... .....4...'"--.--....x-...r 1.80^ iYP�_, SIDE OF FLANGES 11` id 1.5 USE FOR 3" • '—� POST ONLY 9 I 6 , INSTALL WASH.PLATE .090"TYP. Q.1-7116"0 HOLE 1111-Cir IN 110 MP"x MND USING '� IN 110 MPH 5 " AREA CL 2-5116"0 HOLES &2.P.EA.3//BHOSIDE .090"BRACKET FOR 3"POSTS ALUM "V BRACKET STEEL "T" BRACKET (5) T=.060"TYP. B• ord ((3))-3/8"LAG SCREWS OR 2 ve" 21re" (4)-1l4"LAG SCREWS "T"BRACKET ` (2.5"PENE.INTO WALL) 3'" ��1i Q 3512 POSTA. J ` OFP POST OR 3'SO.ALUM POST Q Y Y SIDE(2)412 POS S EA. -4411 3 6 2i ta 1 1 , 2" 114"M.B.THROUGH yPOST W . 7� GA.PL.(A; i TI' 3 . 1040 0 ROD 3/16" • tl6° 'Z 1040 S0L. AUGER PARTS PAINTED 20' 20° �1 "RUST-O-LEUM•OR EQUAL 3"SQ.POST BRACKET: 212'212• 3" 3' ` OR HOT DIPPED GALVANIZED (1)-1/4°0 M.B. x 7 GA.STL OR ELECTROPLATEDE PER SIDE(2-TOT.) PLT.ASTM A36 ALUM.ALLOY 4•DIA.9 GA. 4I ASTM A-36 HELIX n 9-atfi•x7 GA 6063-15 3"x 8"ALUM.RAFT.BRACKET 3/16" STEEL PLATE 3"x 8"ALUM.HEADERSINGLE PASS WELDED NOTE: ASTM A36 "H"BRACKET AUGER ANCHOR MAY BE USED WITH AUGER PARTS PAINTED -- 3"SQ.ALUM.POST RUST-O-LEUM"OR EQUAL HEADER BRACKET NOTE: ONLY. OROHRT DIPPPED ED GA EDNIZED STEEL FOOTINGS AND AUGER ANCHOR TO BE SINGLE PASS WELDED USED FOR 10 L.L.ATTACHED STRUCTURE ONLY. STEEL FOOTING O SEE CONC.SLAB POST SPACING TABLE FOR SPACING. PATIO COVER SYSTEM AS MEG.BY: DATE: K.K TOM AND REIDE6ALST STRUCTURAL EN. 0.20 LOAD= JOB NO.GFO]afi)4 DATE:10123/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN 7 10.20 psi DURAL M INE PRODUCTS.RAINC. SCALE:NONE RANCHO CUCAMONGA.CA(951)741-2107 POST TYPES 100 WIND= 8269 ALPINE AVE..SACRAMENTO,CA 95826 REVISED BY:K.K.&D.P. _ 90,1008110 MPH (916)452-7021 FAX 403-1519 selesL4durelumcom SHEET 6 OF 29 COLUMN / POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS - ALUM.TBRACKET USE WITH POST TYPE B.C.D.OR E I STEEL POST ONLY: MS "1-BRACKET STEELTBRACKET USE WITH USE POST TYPE (3)-5/8"6 BOLTS _,"' POST TYPE B,C,O.E.F.G,H,J OR K. F,G,H.J OR K FOR POST TYPE ° 3"SQ,PO0/SIDE 3112.POST W/412 SMS EA. 3'SO.POST ALUM.TBRACKET: UOF POST OR IKMKDOLTS OR EQUAL1/2 nag OT1ER " 16"xN ABB" 1/4"MG.THROUGH STEEL -m HILT! FOOTENG OR ,�"' POST SEE NOTES BELOW BOLTS OR EQUAL 12"MW.EMBD. CONDITIONS 4S ASTM A36 (2)-3/8"0 HILTI"KWIK"' (z•MIN.EMBEDMENT DEPTH .."2=._: _ ", STEEL FOR KWIK BOLTS BOLTS,OR EQUAL,EACH B. — — — TO.C_ BRACKET TO SLAB. MINIMUM DISTANCE TO -'-_—_ - Am d w EDGE OF SLAB=2-1/2' w a ASTM A572 STEEL DE•TH • i 3/16" I _ Irn SLAB SHALL BE IN POURED CONCRETE 93 RalIallawasi am GOOD CONDITION FOOTING SEE NOTE ww 3 SQ.POD (ST,L) ,— SEE SIZE (t)-1/ONG,1", DI x9"LONG,1" SQUARE OR 4"SO.POST(STL.) O 31/2"MIN. SCHED — SEE FTGS, SCHEDULE QUAR OFFROMSND INSERT OF POST SCHEO. PL.5/8'THK. 11 ___ EXISTING SLAB (1\11 3"SQ.POSTS TO CONC.FOOTING O SQUARE POST EMBED. O ___ INTO FOOTING 112"I 9' II lir 1 12"III 15" I 1 12" WELDED STEEL BASE PLATE 'I& • ATTACHED ATTACHED ONLY -NOTES: EASE PLATE SCHEDULE ALTERNATE FTG. FOOTING & ANCHOR BOLTSPLATE SIZE MAYBE USED WITH POST TYPE,SEE SHT.5 1.DO NOT USE ALUM.'T • BRACKET WITH 3X8 BM. 12'SO.x S/B" B.C,D.F 8G CUBE SIZE SO.18'DEEP 'CUBE FTG. FOOTING SIZE SINGLE POSTS W/INSERT,MAG.BEAM,4'OR 18'SO.K 518' B.C.D.F,a 8H EMBED. 18" 18"SQ. 12" BOLTS 7"I-BEAMS. 20" 21"SO. 12" 23'&24 CUBE (2)-12"0 3 U4• 2.POST TYPE E ' INSTALL WASHER PLATE,2"X 22" 25"SQ. 16" 25--30'CUBE (4)-1/2'0 31/4' x"%D'-s)S'AT STEEL T ' 24" 28"SQ. 20 BRACKET. 26' 32"SQ. 23" 31'-34'CUBE w1-5.B"0 MAY 3 0 2006 FREESTANDING ¢O NOT USETYPS 1l BASE PLATE ANCHOR 28" 35"SQ. 25" DO NOT USE STEEL"T" V PR 35'-39'CUBE (4)-3/40 43/4' BRACKET W/7" I-BEAM.,\PKC OFF BASEPLATE ANCHOR BOLTS(SIZE B TYPE) 30" 39"SQ. 28" �7 ut As s 32" •3/ v� / (4)-3/4"O HILTI KWIK BOLT TZ CARBON STEEL 43"SQ. 30" 40'-42'CUBE l4)-9/4.0 4 3/4' 4 'I`� Q•\� PER I.C.C.ESR-1917 EQUAL C" 91 12")(12-x 5/8" 34" 47"SQ. 32" / A, 'rj; (4 3(4'EMBEDMENT DEPTH) NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ CARBON STEEL i-i n'Y 'O'1� , 36' 51"SQ. 34" I.C.C.EVALUATION SERVICE INC.,ESR-1917 OR EQUAL. I �y_�3 COI m ' 38" 55"SQ. 37" SPECIAL INSPECTION REQUIRED. A N7•,'A' n" 33 a (4)-3/410 HILTI KWIK BOLT CARBON STEEL 40" GO"SQ. 39" r\• �44 ^..4? 18"x18'x5/8' PER I.C.C.ES R-1917 OR EQUAL 42" 64"S0. 41" - 7 `. (43/4'EMBEDMENT DEPTH) 4F" 31/' 43' �C"Q 11,4 'CUBE FOOTING SLABW/]1/2' ��� NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED DRAWN BY:KK TOM CAMPBELL 8 ASSOCIATES.INC. COLUMN LIVE LOAD- PATIO COVER SYSTEM AS MFG.BY: JOB NO.GF07-0674 DATE:10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 10.20830 psi DURALUM PRODUCTS,INC. SCALE:NONE RANCHO CUCAMONGA.CA(951)741-2107 AND EMBEDMENT HORIZ.WIND- 8269 ALPINE AVE..SACRAMENTO,CA 95826 REVISED BY:K.K.8 D.P. 90,100 8 110 MPH (916)452-7021 FAX 403-1519 ¢alas®tluralumwm SHEET 9 OF 29 HEADER BEAM TYPES & ATTACHMENT DETAILS • 1.52" .61" GUTTER EXT.CLIP • I „ GUTTER EXT.CLIP ,f 3.00" SQ. I—.-11.001._ • 2.00" SPLICE WHERE WHERE SPLICE WHERE OCCURS —� OCCURS 1.79" OCCURS 1 46' ; OTS' 'n • 4.6" TVP, aD 73" 2.57" 14"R ,, ' .048" 204. TYP. 2.19" 005• 2.08.. 2.14" _ a [np. - - _J 3.0� —� ' 1 .28" I 2.93" —I- 4.0000• 2r —1 ASTM A653 GRADE 40 .038"R.F.GUTTER ALUM,ALLOY ALUM.ALLOY FASCIA-ALUM. ALUM.ALLOY 6063-T6 6063-T6 E ALLOY653004-H36 04 -H36 ROLLFORMED O 6063-Ts4.5'GUTTER O MAG. GUTTER O MAG BEAM O 3"SQ. STEEL BEAM 4 ' Rf 3 0 7.008 -{ 3,0• �- 3" —� I #.---- Stpryg4 Mnx.�I z 6s" I 1 I �' cv0/ \.CAMp F4, I �rip�P 0� 0 042" ill 6Pl10E ✓) I m OCCUR 4" SPUCE WHERE--- S r 8.0" OCCURS ^B70„ OCCURS 5 I~ ND•aims �� ,032" 1 TYP. — •-110" '�_ .3131109 .l I I TYP. 1.1 i 1 A. i • I I -L r�'y ALUM.ALLOY3004—H36ALUM.ALLOY OR EQUAL H36 ALUM.ALLOY. ALUM.63-76 ALLOY OR EQUAL 6063—T6 O 6063-Tfi O Q` J O 4"I-BEAM 7" I-BEAM \ DBL.2 x 6.5 BEAM 3 x 8 BEAM 3.0" {--•-- ri ALTERNATE STEEL C-BEAM FOR ALUM. I-BEAMS 3" 6"3"MAx. f— .625" -�—I 4"I-BEAM= 7"x 2 3/4"x 16 GA.STEEL C—BEAM I ' .042" ^ 17 T=14 Ga 7"1-BEAM= 12"x 3 1/4"x 12 GA.STEEL C-BEAM 875". j 8" +042 ASTM A653 GRADE 50 I 1 _'_ _ 1 625.E ALUM.ALLOY 3004-136 L ALUM.ALLOY 3004-H36 —I OR EQUAL O OR EQUAL �O 1 2.875" 1-7-1— O 3 x 8 BEAM W/STL. INSERT DBL. 3 x 8 BEAM 3 x 8 BEAM STEEL INSERT DRAWN BY:x.K TOM CAMPBELL BAL STRUCTURAL 0.20 LOAD= PATIO COVER SYSTEM AS MFG.BY: JOB NO.GF07-0674 DATE:10)2312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING How_wow DURAL INEPRODUCTS,INC. T SCALE:NONE RANCHO CUCAMONGA.CA 19 511 741-2107 BEAM TYPES HORIL VdNp= 8269 ALPINEAVE.,SACRAMENTO,CA 95826 SHEET 100E 29 REVISED BY:ICH.&D.P. 90,100 8 110 MPH 4916)452-7021 FAX 003-1516 sales®tluralumrnm 4 SPLICE DETAILS @DI BEAM TO POST DETAILS 02) SIMPLE SPLICE FULL MOMENT 3:r„ ,. . B" ru� • I_MINIM—1 (2)#10 6.M.5.(�EA. VALLEY,TYP. (B TOT; II #12S.M.S.� II — , TYP. THICKNESS=.035 (24 TOT.1 TYP. THICKN9.lSS=.035" n 6.38" ALUM.ALLOY 3004-H36 ' ALUM.ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED :I NOTE:USE SIMPLE SPLICE ONLY NOTE:FULL MOMENT SPLICE MAY OCCUR 1 IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS NOTCH I-BEAM FLANGE SPLICES - ROLLFORMED & EXTRUDED FASCIAS SQ.POSTO NNECTV I-BEAM ALUM ALLOY SD.POST,CONNECT WEB NOTE:IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS,A SINGLE 12"SIMPLE C-SPLICE(ONE SIOE OF WEB)MAYBE USED. (6061-T6)ALTERNATE TO POST W/(2)-1/2"41 MAY 3 o iO�P - sn,GBEAM THRU-BOLTS I- 3 TOTAL=(B)-1/2"O BOLTS . ——�. I O Q�OFES$j0\SCI.POST 1.00" I 0 0 0 i ti 1:••• MA �y.. BEAM TO POST CONN. C 0 i • -Th2. o" SPLICEWHERE • • D 37948 F71 CP OCCURS 4 I • .;��i 1 r — TYP. ` o o „ Exp.3/ /09 /x //l7Jq : III --'- ---'--._. ...___._._..-'-----.._._......._.... L �� a,1 ...1 "-/ #12EMETAL BACKED, ALUM.ALLOY 141 NEOPRENE WASHERED 6063-T6 (- / TEK SCREWS g 8"O.C. 16" 1" T • .STAGGER IN BEAM 4" I-BEAM 31_0" 11 , FLANGE MOMENTLELROOF PANEL NOTE:IF SPLICE OCCURS AT ALTERNATE INTERIOR-BAYS,A SINGLE 12"SIMPLE C-SPLICE(ONE SIDE OF WEB)MAY BE USED. 4" I. I I 4-x3''ALUM."I"BM.OR (4)-1/4"0 M.B.BEAM 1.25" 7"x4"ALUM."I"BM. TO BRACKET O 0 O 1---111 sPUCE WHERE ----- . I 1 1 2-318"0 M.B.THRU NTL.T OCCURS 4.5" --.11" _. I — I BRA POST. TYP. 'e:.:..i.. Ll..:: I II ^ t 0 0 I POST,SEE SCHEDULE I. .. I ®_.__...___..___._.._____._—PI___..._..__.._.._______._. I ALTERNATE BEAM TO POST CONN. ALUM.ALLOY 16" 1" 6063-T6 31-0" 7" 1-BEAM - MOMENT C-SPLICE DRAWN BY:XX. TOM CAMPBELL 8 ASSOCIATES.INC. 1 LIVE LOAD.. PATIO COVER SYSTEM AS MFG.BY: JOB NO.GF07-0674 DATE:10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM 10,20630 psi DURALUM PRODUCTS,INC. SCALE:NONE RANCHO CUCAMONGA,CA(95B 741-2107 SPLICE DETAILS HORIL WINO- 0260 ALPINE AVE.,SACRAMENTO.OA 95326 SHEET 110E 29 REVISED BY:K.K. mlum.cum BEAM TO POST CONNECTION DETAILS • OPTIONAL DECORATIVE FASCIA . (WOOD.ALUM.OR HAROBORD) 3"x 8"x.042"BEAM, 3"SQ. STEEL OR (2)410 S.M.S.EA.SIDE(4)-TOT. MAG BEAM. #10 S.M.S.TOP&BOTT.(2)-TOT. 2412 x 112'S.M.S.EACH 510E OF 3' #10 x 1/2"S.M.S.TOP / SP.POST1 1/4" 50.POTALTERNATE: OTA BOLT W/WASHER B BOTT.(2)-TOT. i. EA.SIDE OF 3'SO.POSTI _7 I I ROOF PANEL 1I , }``!as 110' ROLLFORMED OR 4$IJ!LIISP 75 1 01EXTRUDED GUTTER .50'1 (4)414 SDS @ EA.SIDE FASCIA f � ALUM.BRACKET -± 3'SQ.POST I I TOP&BOTT.TOT.=16 #10 S.M.S.@12.O.C. ' 235' 6 1/2"xrx .024"RAFTER 2410 x 12'S.M.S.EACH SIDE OF 3' SO.POST(4-TOTAL) II�aI ALTERNATE:114'0 BOLT Wl WASHER 15 EA.SIDE OF 3'SO.POST RAFTER"TAIL"TO GUTTER Ilia 3"X 3"ALUM.OR ,. STEEL POST OP 3'SO.POST 14 3.125"FOR 3 x RAFTER OR340 GUTTER FASCIA II H-BRACKET TO POST / 2.125"FOR 2 x RAFTER MAO BEAM I-3'SO.POST 13 3"SO.STL.BEAM JJJ ALUM.ALLOY 3003-H24 ALUM.ALLOY 3003-H24 1.50" 1.50" 1 f " t=.040"(Th 6063-T6 28" t=.040"3004-H36 ALUM. L I 3„ I 2„ 28"-( 2" I 2" • 1 .018" 018" • P1 I I I -1— (4)-#8 x 3/4"TEK SCREWS 7I BRACKET TO RAFTER 2"x3"LATTICE TUBE 1 1/2"SQ.OR P2 ¶112"MIN. 2"LATTICE TUBE 11 0 #8X2"SMS,21/2" ;Q�QFESS1pN -� MAY ;{ 02000 • -1-_ (#8 o OR 3 1/2",TYP. (J G'e,- /� 1 �� c. 11/2"OR 2"SQ.OR 2"x3"LATTICE �Q apg '41I�A),[jG\• O 3"O.C.MIN. UP TO 7"0.C.MAX. ?Ql N�\Gi\ — _ _ - - _ hF : �1 \. 2.750" RAFTER Li , NO.9Tg'ia A i Y1' FA) 3131 Pa l; 1(4)-#8x3/4"TEK SCREWS LATTICE TUBE TO RAFTER ---`-. * . *�( BRACKET TO BEAM NI .. / O 1] a> / "U" BRACKET-RAFTER TO BEAM 18 DRAWN BY:KK TOM CAMPBELL&ASSOCIATES,INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG.BY: BEAM TO POST . JOB NO.GFOI-0674 DATE:1023)2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10.20830 paDURALUM PRODUCTS,INC. • SCALE:NONE. RANCHO LUOAMONGA,CA(951)741-2107 'TTACHMENT HORIL WIND 8269 ALPINE AVE.,SACRAMENTO,C4)95826REVISED BY:ICH.&D.P. 90,1008110 MPH (916)452-7021 FAX403-1519 sales@duralum.com , SHEET 12 OF 29 DOUBLE RAFTER CONNECTION DETAILS LATTICE BEAM TO POST CONNECTION , /BEAM SPLICE TO 1 1/2"OR 2"LATTICE #8 S.M.S. +- OCCUR DIRECTLY OVER 5/8"0 PLASTIC POST.NOT PERMITTED PLUG WHERE ALTERNATE DOUBLE RAFTER- 2-POST UNITS SCREW IS INSIDE - BOLT CONNECTION PLAN 2 • 6 SCREWS �_—�r ALTERNATE: • PER SIDE I It CONNEOTO (e--OBE USTOTJ ATERENAAT E TO I. 1/4'O BOLTS is' " • -. ■3.5 r�..5 _ _ 8"BEAM 1 °-T_---- I ----- - -4.s"O a' H OR II I i . I- - 1- 6414 SMS EA. SIDE I 3"x a"STL.POST24" I ° I I I 6 1/2"SIDEPLATE EA. ( ) ALTERNATE: #14 SMS EA.SIDE SIDE SEE POST SCHED. INSERT ATTACHED OR (2)-2x6.5"OR I I FOR FREESTATOP,MID HEIG NDING COLUMN I (2 )-3"xe"HEADER AND BOTTOM.HT 1 1 (2)-1/2"BOLT 3"SQ.POST BETWEEN SIDE PLATES 2"x 6.5"SIDEPLATE BEAM TO POST CONNECTION . • POST SCHEDULE 21 DBL. RAFTER/ DBL. HEADER CONN. 1-. , 3"50.x.024"+(2)-2"x 6 1/2"x.024" 3"SQ.x.024"+(2)-2"x 6 1/2"x.032" . 1 W/(6)414 S.M.S. EACH SIDE. 2 W/(6)414 S.M.S. EACH SIDE. USE ON CONC. SLAB ONLY USE ON CONC.SLAB OR FOOTING. EXIST. SHEATHING MAY 3 0 2888 #8 S.M.S.EACH SIDE O LATTICE 11/2"OR 2" 31�- kl _,I. 0\ 2"x6 "LLEDGER (EXIST.) FESS/ ift -_ W 9 3/8"LAG SCREW . Or_P Ao. C\� :III.— 2'x6.5"OR 3"x91"/2R AFTER J1EX • Z rt Z1 I �, ALTERNATE: "BOLT "' _ / �\ ~ No.37948 l I; `" Exp.3(31/08 A/ AL)TERNATE:� n T L COLUMN CONNECTFTER TOTAL) 'EXIST. OR EQUAL ,� ALTERNATE: 2.5"PENE.INTO WOOD FRAMING ALTERNATE: (2)-2x6.5"OR(2)-3")(B"HEADER 3"x3"x0.024" / (1)-1/2' BOLT OR CONNECTOR (2)-#10 S.M.S.EACH RAFTER EXIST. STUCCO /LEDGER ATTACHMENT DETAIL STUB COLUMN TO DOUBLE HEADER CONN 20 • DRAWN BY:K.K. TOM CAMPBELL&ASSOCIATES,INC. I I LNE LOAD• PATIO COVER SYSTEM AS MFG.BY: JOB NO.GFO7-0674 DATE:10232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LATTICE 10,20830 psI DURALUM PRODUCTS.INC. SCALE:NONE RANCHO CUCAMONGA,CA(951)741-2107 CONNECTIONS HORIZ.WINO" `2fi'ALPINE AVE.,SACRAMENTO,CA 95826 SHEET 130E 29_ OP. 90.1006 110 MPH 0 REVISED BY;K.K.616452-7021 FAX 403-1519 sales®duralurncom • 10# L.L. 90 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C • 6.5" ROLLFORM 4" I-BEAM 4.5" / MAG GUTTER MAG BEAM 3" SQ. STEEL BEAM' i- FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED - n MAX.COL. MAX.POST MAX.POST MAX.POST MAX.POST MAX.POST mg SPACING SPACING FTG. MIN. FTG. MIN. SPACING FTG. MIN. FTG. MIN. SPACING FTG. MIN. FTG. MIN. SPACING FTG MIN. FTG MIN. SPACING FTG.-MIN. FTG MIN. ONSLABPOST POSTPOST POSTPOSTPOST POST POSTPOST POST (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN) TYPE (IN.) TYPE (IN.) _TYPE_ (IN.) TYPE (IN.) TYPE 4' 17-0" 14'-6" 28 F 22 g 19 B'-10" 33 G 24 B 15-2" 28 F 22 B 14'-0" 28 F 22 B 15'-2" 28 F 22 g 5' 13'-7" 13'-0" 28 F 23 B 18'-0'71„ 28 G 25 B 13'-6" 28 F 23 B 13'-0" 28 F 23 B 14'-1" 28 F 23 B 6' 11'-4" 11'-10" 26 F 23 B 16'i'S,-7„ 28 G 26 g 12'-4" 28 F 24 g 12'-3" 28 F 24 B 13'-3" 28 F 24 g 7' 9'-8" 11'_0" 26 G 24 B 15-5' 5" 28 G 27 B 111-5" 26 G 24 B 11'-8" 26 G 25 B 12'-7" 28 G 25 B 14'- 8' 8'-6" 10'_3„ 26 3 24 B 14'-6' 28 G 27 g 101_8" 26 G 25 B 11'_1" 26 G 25 g 12'_0" 26 3 26 g 13'-6" 9' 7'-7" 9'-8" 26 G 25 g 13'-;'2 9 28 G 28 g 10'-1" 26 G 25 g 10'-5" 26 3 26 g 11'-7" 28 G 27 B 10' 6'-9" 9'-2" 26 3 25 B 12'-12,_1„ 28 G 28 g 9'-6" 26 G 26 g 9'-10" 26 G 26 g 11-2" 26 3 27 B 11' 6._2„ 8'-9" 26 G 26 B 1212------B 28 G 29 g 9'-2" 26 G 26 B 9'-5' 26 G 27 g 10'-10" 26 G 28 B 111- 12' 5'-8" 11'9 26 G 29 g 9'-0" 26 G 27 B 101-6" 26 3 28 3 11•-0" 13' 51_2" 11'_3„ 28 H 30 g 8'-8" 28 H 28 g 101_3" 28 H 29 B /101-7" 14' 4'_10" 101-1.P.--- 28 H 30 g 81-4" 28 H 28 g 10,_0" 28 H 29 B 10'-3" 15' 4,_6" 28 H 30 g 8'-1" 28 H 28 B 9'-9" 28 H 30 B 9'-10" 16' 41_3" 10"-2" 28 H 31 g 7'-10" 28 H 29 g 9'-6" 28 H 30 B 17' 4'-0„ 9'-10" 28 H 31 B. 7'-7" 28 H 29 B 9'_4" 28 H 31 B 9'3" 18' 3'-9" 9.7„9'-0' 28 H 31 g 7'-4" 28 H 29 g 9'-2" 28 H 31 B 19' 3.-T. 90� 33 H 31 _ g 7'-2" 33 H 29 g 9'-0" 33 H 32 B 8,_10° 20' 3,�„ 9'� 33 H 32 g 7'-0" 33 H 30 g 8'-10" 33 H 32 B POST F MAX HT.8'FREEST*. 1-11•y-•"C'Mpe��Y�Tj, . �o CO Se\ 'MAY 3 0 2666 to FOOTNOTE: "SAMPLE" Lu 0 ea Y w`0.51 <WA !*I( FIGURE INDICATES EXPOSURE B---(/FIGURE INDICATES EXPOSURE C • ______it cti�• f• 4 1. ADDITIONAL FOOTNOTE:WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.B&C. DRAWN BC: . . 9 1\ TOM CAMPBELL&ASSOCIATES.INC. SOLID WE LOAD= PATIO COVER SYSTEM AS MEG.BY: JOB NO.GFD7-0674 DATE:1022007 POST SPACING TABLE 1020830 SCALE:NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING '0,20 WIND' DU ALUMPARODUCTTSS.INC. CA 95826 REVISED BY:K.K.80.P. RANCHO CUCAMONGA,CA(951)741-2107 AND ATTACHED HORI&110 MPHSHEET 14 OF 29 106 LL 90 MPH (916)452-7021 FAX 403-1519 sales@tluralum.com • • 10# L.L. 90 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C' _ 7" I-BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAMw/INSERT OR 3"x8"BEAM > So ��g MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED ' MAX.POST MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED So 22 ¢w SPACING SPACING SPACING SPACING SPACING Ew6 FTG. POST FTG' POST FTG. POST FTG, POST FOR DBL. FOR 3'x e' FTG. POST FTG, POST FTG. POST FTG' POST (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE 2"x6.5x.032" BEAM (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN. TYPE • 4' 17'_0' 354" 33 G 28 B 33 G 24 B 14_2" 28 F 22 B 26._ 33 G 27 g 4' 11_6" 9.2" 31_0" 3'-6" 1 „25'-10" 5' 13'-7" 2s'-9" 33 .G 30 B 17'_1 a 28 G 25 g 12'-1" 12'-9" 28 F 22 g 24,_1., 33 G 28 g 5' 29,-4„ /E 17,_2„ 11,_8" 12,_7" 6' 11,_4„ z7' 16 10 33 G 31 B/E 19 s-a" 28 G 26 g 11'-10,_7„ 11.-9-----,'-,,' 26 F 23 B 21' 11_0 33 G 29 B/C 6' 7' 9'_8" 25'_1" 33 31 B 15'-2" 28. 27 10,_9„ 20'-4" B ' G 1 G B 26 G 24 g / 33 0 29 / 7 /E 14'_6" 9'-10" 10'-3' 19'-5" 8' 8'_6" 23'-22-4 33 0 32 B/E :.,..:-,3;...-----6 28 G 27 g 9,_8„s 2 10,-0'9 7 26 G 24 B 19,_0„8 2 33 0 30 B/E 8' 9, 7'_7" 22'-1" 33 0 33 Ey 13'-Z''_y„ 28 0 28 B s'-1"8 9 9'-5"9 1 26 G 25 B n'4122" 28 G 31 B/E 9' 10' 6_9" 21'-00-0' 33 G 33 E/ 12'-s2,_1„ 28 G 28 g 8:5,------ 9i 26 G 25 g 17'-0" 28 G 31 B/E 10' 8-2 8'-7" 16-3" 11' 6'_2" 201_0,. 33 0 34 E/ 6 28 0 29 B a,_2.,7-1D 6,_7„8 2 26 . G 6'-3' 26 B 1S 6 28 G 32 By 11 12' 5._8" 19:-...1?„...----3 33 0 34 E/ 1.....<_," 26 0 29 B r,--11},----6" 8:-.37,/7'-1 O" 26 G 26 B 15'-6...---14'-10' 28 0 32 By 12' 13' 5'_2'. 181-42.-----7" 33 H 35 E/ 11'_'0,_8 28 H 29 g 7'-10" 28 H 26 g 14'_1 „ 28 H 33 B/E 13' T-2" 7'-6' 14'-3" 14' 4'_10" 179„ 28 H 35 E, 10 a'_3" 28 H 30 g 7,_3„6'-11" 7'-7"7 3 28 ' H 27 B 14'-43 s 28 H 33 B/E 14' 6'-11'' 15' , 4'_8" 1T-i" 28 H 36 E 10 4'_10„ .28 H 30 g T 0"6 8 7'_4"7 0 28 H 27, g 13' 13,_3„ 28 H 33 B/E 15' 16' 4'_3" 1,7,..2"-- 28 H 36 F 1a-09,7" 28 H 31 g 6_-1D'9,�„ 7'_1"6'-9" 28 H 27 g t3'-Z^ 10 28 H 34 B/E •16' 17' 4'_0" 161'1" 28 H 36 F 9 9!" /,, 28 31 6'-10" 28 27 13-D 28 34 B 17' „,-----151-4" H B 61-4„ 6'_7„ H g H /E 18' 3'_9" 15'_8"5'_0„ 28 H 37 F 9 ss'o„ 28 H 31 g 6'-5"8'-2" 6 9 6'�" 28 H 28 B 12'-8'" 2 28 H 34 B/E 18' 19' 1,111z<" 5.2" 33 9......-- - 33 31 6'_3'. 61-6".,./ 33 28 12 �r c� 35 �E 19' 3'_7'. 74,_6,. H 37 F H B 5'-11" 6'-7' H B g., 14'_7 '. 33 s'-o" 33 32 6' e'_4„ 33 28 :e. S.V. tt 8/E 20' 20' 3'_4„ 4,_2'. H 37 F 5'-10" 6'-1" H B , POST MAX HT.=B'FREESTANDING ONLY MAY 02UO r�'( � H �"p'Iin • ¢ O. m NOTE: FOOTNOTE: "SAMPLE ^ C Fkp 3 f'^ �'-� FOOTING SHOWN REPRESENTS LENGTH OF \ .4- ��' EACH S1DE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B---,....„.7_-_ • ^/�� WHERE SLAB OCCURS,CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE C it' /hr, / MAY BE REDUCED 6"EACH SIDE FOR FREESTANDING ONLY. �}�.-.rFI��, `r SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE:WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.B 8 C. - SHT.9 FOR ATTACHED 8 SHT.23 FOR FREESTANDING DRAWN BY:KK. SOLIDRATIO COVER SYSTEM AS MFG.BY: TOM CAMPBELLB ASSOCIATES.INC, LIVE LOAD= JOB NO.GFO)4O13]4 DATE:101031]00] COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST E 10 206]6 Poi DURALUM PRODUCTS.INC. SCALE:NONE FREESTANDINGNGNHORI2,WIND" 0269 ALPINE AVE.,SACRAMENTO,CA 95826 REVISED BY:K.K,80.P. RANCHO CUCAMONGA,CA(951)741-2107 AND ATTACHED ,100 6 110 MPH SHEET 15 OF 29 100 L.L .90 MPH 00 1916)452-]021 FAX 403-1519 aaloe9052uralum.com 10# L.L. 100 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C • 6.5" ROLLFORM 4" I-BEAM 4.5" / MAG GUTTER MAG BEAM 3" SQ. STEEL BEAM. °d FREESTAND ATTACHED FREESTAND ATTACHED F� FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED , �❑ MAX.COL. MAX.POST MAX.POST MAX.POST MAX.POST MAX.POST 2g SPACING SPACING FTG. MIN. FTG MIN. SPACING FTG. MIN FTG MIN. SPACING FTG. MIN. FTG MIN. SPACING FTG MIN. FTG MIN. SPACING FTG MIN. FTG. MIN. r ON SLAB POST POSTPOST or POST POST POST POST POSTPOST (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN) TYPE (IN.) TYPE 4' 17'_0" 13,_11" 30 G 22 g 18'-17-'2„ 35 G 24 B 151_2" 28 G 22 B 141-1,...:2---#030 G 22 B 15.-19'-1„ 30 G 22 B 5' 13'-7" 12'-5" 30 G 23 B 17'-1° 30 G 25 B 13'-6" 28 G 23 B 13 02,-1„ 30 G 23 B 141-1", 1 30 G 23 B 15'-4" 6' 11'4" 11,_4". 27 G 23 B 1:-.2'--- 30 G 26 B 1Z-4" 28 G 24 B 12'-3',�„ 30 G 24 g 13'-3Z� 30 0 24 B . 7' 9'-8" 10,_6„ 27 G 24 B 14-5 30 G 27 B 11'_5, 26 G 24 B 11,_8" 27 G 25 g 12'-T' 30 G 25 B 13,_0„ 10'-7" 111_9' 8' 8'-6" 9'-10" 27 G 24 g 13'_8" 30 G 27 g ' " 26 0 25 B 11'_1" 27 G 25 B 1J-1:;-- 27 G 26 B 12,_2„ 10-811 11 7'1,_2, 9' 7'_7„ 9,_3" 27 0 25 g 12'-9'' S 30 G 28 g• 10'-1' 26 G 25 B 10'_5.91_4„ 27 G 26 B 27 G 27 B 10' 61-9" 8'-10" 27 G 25 B 12'_1„ 30 G 28 g 9'-6" 26 G 26 B 9:-5>.--" 27 G 26 B 11'_2" 27 G 27 B _ 0'-10' -10 10-4' 11' 6-2" 6_4„ 27 H 26 B 11'-s'6 4 27 H 29 g 9_2" 26 H 26 B 9' S'e, 8„ 27 H 27 g 10'-10,_t, 27 H 28 B 12' 5'-8" 11'-0" 27 H 29 B • 9,_0„ 27 H 27 B 10'-6" 27 H 28 B 9,_9., , 13' 51_2" 10,_7„ 30 H 30 B 8-e 30 H 28 g 10,_3„ 30 H 29 B 9,_6„ 7,_9„ 14' 41_10" 101_32 30 H 30 g 8 4„ 30 H 28 g 10'-0 30 H 29 B 9,_2„ 9_3„ , 15' 4,_6„ 9'-19.>----- 30 H 30 B 8_1 ,_3„ 30 H 28 g 9-99,_1„ 30 H 30 B 8,_10" 16' q,_3„ 9,_8" 30 H 31 B • 10" 30 H 29 B 9.6 30 H 30 B • 8'-7" 7'-0" _ 8'-10' 17' 4,-0° 9::32/e,4., 30 H 31 B X8._9,. 30 H 29 B 9 ae,_e„ 30 H 31 g • 18' 3'_9" 91_02 30 H 31 B30 H 29 g 9' 30 H 31 B 7'� B-6 19' 3,_7„ e'-102 35 H 31 B 79,_5,. 35 H 29 g 9'-08,x„ 35 H 32 B 7,_10„ 20' 3,_q,. 8'-5 36 H 32 g 7.O" 33 H 30 a'-to", 35 H 32 B • MAY 307008 . ,,"'e.. 1. CgyA\-I- • NOTE: FOOTNOTE: "SAMPLE" M� FOOTING SHOWN REPRESENTS LENGTH OF l r r I m EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B ` '1 ~ NO.37948 r 1 M WHERE SLAB OCCURS,CUBED FOOTING SIZE IV FIGURE INDICATES EXPOSURE u MAY BE REDUCED 6"EACH SIDE FOR FREESTANDING ONLY. Exp. /31199 i ADDITIONAL FOOTNOTE:WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.B 8 C. CI �, SEE ALTERNATE FOOTING TABLES \., i/},�_ S .9 FOR ATTACHED B SHT.23 FOR FREESTANDING �'���—� a II11 DRAWN BY:KK. TOM CAMPBELL B ASSOCIATES.INC. SOLID LIVE LOAD= PATIO COVER SVSTE AS M!-: : DATE:1023/200] , POST SPACING TABLE 1020630 JOB NO.GFD7-0674 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING psf DURALUM PRODUCTS. NC. SCALE:NONERANCHO CUCAMONGA.CA(951)741-2107 AND ATTACHED HORIL WIND= 8269 ALPINE AVE..SACRA M0,CA 95826 REVISED BY:K.K.A D.P. 10 0 L.L. 100 MPH 90,100&110 MPH ' (916)452-7021 FAX 403-151' sales®Bualum.fnm SHEET 16 OF 29 • 10# L.L. 100 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C 7" I-BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAMW/INSERT , > > OR 3"x8'BEAM ¢x JO' m MAX.POST MAX.POST FREESTAND ATTACHED FREESTAND ATTACHED Hr) F-H oz FREESTAND ATTACHED FREESTAND ATTACHED Do C3—S MAX.POST MAX.POST MAX.POST �� mg ¢'r' SPACING SPACINGPACING SPACING SPACINGm`S 2NzO FTC. MINT FTC. POST A.G. POST FTG. FIST FOR DBL. FOR 3'x8' FTG. MOST FTG. POST �G' POST �G' MIN.T (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE 2'x6.5x.032" BEAM (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE 4' 171_0" 3;1).2-- 35 G 28 B t s,_2^ 35 G 24 B 13,_ . 13,_61 30 G 22 B 25,_1 35 .G 27 B 4' 28,_5, 7-2" 1-8" 2'-2" 23,_1" 5' 13,_7„ 28'-2°5,x' 35 G 30 e 17-2 30 G 25 B 11'-60,_5„ o'-tD"12-230 G 22 B r35 G 28 B 5' /E 15,_4„ 6' 111_4„ 25'-13"-2 35 G 31 3/ 15,-4, 0„ 30 G 26 B 10'-9,_6 11'-15' 11" 27 G 23 B 2)92..----10' 35 G 29 B/C 6' 7, 9'-8" 231-151----6,. 35 G 31 B/E ._-i -D„ 30 G 27 B 9-18-6 10,_3„9 2 27 G 24 B 19'-,'7 5 35 G 29 B/C 7, 8, 8._6., 22,4235 G 32 B 13,_6„ 30 . G 27 B 9:5/ 9� 27 G 24 B 18'-31;----- 35 G 30 B/E 20,_1„ /E 12•_2" 8-3" 8'-7" 6'-3' 8' 9. 7'-7" 2:1.1-12:>---1 t35 G 33 E/ 12,_x",_5„ 30 G 28 B 8,_8„7 9 9,_1„8 1 27 G 25 B 17'-2"5 30 G 31 B jE 9. 10' 6._9.. 20,_0„ 35 G 33 E/ 12'-l0 10 30 G 28 B 88 ” 8,_7" . 8 27 G 25 B 16'-3'----Th.-6"6 30 G 31 YE 10' 18'-0° 11' 8._20 19'-1235 H 34 E 11._6„ 27 H 29 B 7' 10" 81-2",/4,. 27 H 26 B 15'_6„ 30 H 32 B/E- 11' 17'-2" 10'-4" 7'-0" - 13'-1 C' 12' 5'-8" 16____ 35 H 34 E 11'-1_' 27 H 29 B 7� 7'-10" 27 H 26 B 14'-1 " 30 H 32 B/ 12' 11" 6-8" 7,_0„ 31-4" E 13' 5'_2" 771_7„ 30 H 35 EZ 12).9- _6, 30 H 29 B 7'-2"6 5' 7,_6„6 9 30 H 26 B 1a'-3z,_9„ 30 H 33 B/E 13' 5,_9„ 14' 4._10., 12:2--- 30 H 35 E� 10-3-2„ 30 H 30 B 6-116,3,� 7.3 6,6„ 30 H 27 B 13'-Z,"„ 30 H 33 B/E 14' '-2" 15' 4._6., 164 6„ 30 H 36 4 9-1e'-10" 30 H 30 B 6 0 7_0.,6 3 30 H 27 B 13'-11 1C 30 H 33 B/E 15' 16' 4._3.. 15,_1 „ 30 J 36 F 92------- 30 31 B 6,_675'-10" 61-9 6'-1" 30 J 27 B 12'-11-'6 30 J 34 B/E 16' 17' 4,_0.. 15,4„ 30 J 36 F9_,-,31?"----4„ 30 j 31 B 6„>--------5'-e" 61-71-------5'-10" 30 j 27 B 12'-6'' 2 30 J 34 B/E 17' /131-9" 18' 3,_9. 15'-g.>---- 30 J 37 F 9)1% 30 J 31 B 6::2;--"---- 30 J 28 B 30 J 34 B/E 18' 13-4" 8'-1" 5'-6" 5'-9" 101-1 C" 14.6„ 35 J 37 F e s 35 J 31 B 5'-11" 6'-2" 35 J 28 B 11,_9" 35„ J 35 B/E 19' 19' 3._7.. 13,_0„ 7'-10' 5.4„ 51_7„ 20' 3._4" t4'-22,9„ 35 .J 37 F 8,_7„7 8 35 J 32 B 5'-105 3 s'-1"5,_5.. 5 35 J 28 B 01 -'",'13' � 'F 35 /E 20' MAY 3 0 2000 �r�o ���; �(s(T11 NOTE: FOOTNOTE: "SAMPLE" L'~ No.37948 FOOTING SHOVVN REPRESENTS LENGTH OF. 14 Exp.3131 11,. EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B_.✓/ • WHERE SLAB OCCURS,CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE C 1' MAY BE REDUCED 6"EACH SIDE FOR FREESTANDING ONLY. (VI': 11; I . SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE:WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.B&C. -Pw�•VO SHT.9 FOR ATTACHED 8 SHT.23 FOR FREESTANDING DRAWN BY:K.K. TOM CAMPBELL 8 ASSOCIATES,INC. SOLID LIVE LOAD= PATIO COVER SKS'EM AS MFG.BY: JOB NO.GFW-06]4 DATE:10/23/2007COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING N10,20830 pH DURALUM PROD TS,INC. SCALE:NONE FREESTASTANDINGG NOR2 WIND= 0259 ALPINE AVE.,SACRAMENTO,CA 95826 REVISED BY:x.K.B D.P. RANCHO CUCAMONGA.CA(951)741.2101 1001100 MPH 90,1006110 MPH (9161452-7021 FAX 403-1519 sales@0umlum.eam SHEET'17 OF 29 . 10# L.L. 110 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS 6.5" ROLLFORM 4" I-BEAM 4.5 / MAG GUTTER MAG BEAM 3" SQ. STEEL BEAM 110 MPH 110 MPH 110 MPH 110 MPH 110 MPH ' DO P1-S MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED mg ¢ai SPACING FTG. MIN. FTG. MIN. SPACING FTG. MIN. FIG. MIN. SPACING FTG MIN. FTG. MIN. SPACING Era 'MIN. FTG MIN. SPACING FTG. MIN. FTG MIN. 2wO POST POST POST INPOST TYPE (IN.)POST POST IN.) POST IN. POST TYPE (IN.POST POST (IN.) TYPE (IN.) TYPE (IN.) TYPE ( ) TYPE (IN.) TYPE ( TYPE (IN) TYPE (IN.) ) TYPE 4' 17,_0" 13,_5„ 32 H 22 B 18.2x. „ 37 H 24 g 15,_2" 32 H 22 g 1,313:------ 32 H 22 B 14'19„ 32 H 22 g 16-6 _ 12'-9" X3'_9" • 5' 13'-7" 12'-0" 28 H 23 B 161-5../14'-10' 32 H 25 B 13'-6" 32 H 23 B 121-7t...-'.1'-10" 32 H 23 B 13.121-9"9„ 32 H 23 B 6' 111-4" 10'-11" 28 H 23 B 15-03,-6„ 32 H 26 B 12'-4" 32 H, 24 B 121----Q---1,_-„ 28 H 24 B 12 1 , „ 32 H 24 B 7' 9'-8" 10'-2" 28 H 24 B 13'-1 ,_6 32 H 27 B - 11'-5" 28 H 24 B 11 30,-3„ 28 H 25 B 12 1,_5„ 32 H 25 B 8' 8'-6" 9'-6" 28 H 24 B 13'9' 32 H 27 B 101-8„ 28 H 25 B 1,12 28 H 25 B 1....1::§>"--0'-11„ 28 H 26 B 11_8 _ 9' 71-7" 8'-11" 28 H 25 B 1_2:3/ 32 H 28 B 10'-1" 28 H 25 B 10'-9',_0„ 28 H 26 B 11 �D,-8„ 28 H 27 B 11'-0" 10' 6-9" •8'-6" 28 H 25 B' 12:71:-----_6„ 28 H 28 B 9'-6" 28 H 26 B 9'-6'8,_6, 28_H 26 B 101-115-----G2„ 28 H 27 3 11' 6,_2„ 8'-1" 28 H 26 g 11,_9„0 0 28 H 29 B 9,_2" 28 H 26 B 9);(....-2- 28 H 27 B 10'-6-10„ 28 H 28 g 12' 1D'-6'9,x„ 28 H 29 g 8' 8" 28 H 27 B 10'9,'6, 28 H 28 B 13' • 153---- 32 J 30 g 6.3„ 32 'J 28 9'-11° 32 J 29 B 3" B 14' 9'-1D" 32 j 30 3 y e'- „ 32 j 28 9`R" 32 j 29 81-10" 3,. g 91_1" B 15' 9� 32 j 30 g 7f'-9", 32 J 28 B 91-81. 32 j 30 8'-6, 7,_D�, 1D" g 16' 9� 32 J 31 g 7'-56,_9„ 32 J 29 B 22!----- 32 J 30 g 8,_3„ 17' 8'-10" 32 J 31 g 2-3;.---- 32 J 29 g 9-1`/_ 32 j 31 18' 8.:57/ 32 J 31 B 7'-0" 82 J 29 g 8' 32 J 31 B 1 D" 6'-4" -11°8-4 19' 8` 37 J 31 g • 6''1 37 1-2" J 29 B 8 A ,_2„ 37 J 32 g 7" 20' . 8,24/ 37 j 32 g 6 37 J 30 g e 37 J 32 g 6D 30EBSIU MAY 3 700E) �e� cq � � , g . Moc NOTE: P FOOTING SHOWN REPRESENTS LENGTH OF FOOTNOTE: "SAMPLE" /LP 1% ."D EACH SIDE OF CUBED FOOTING WITHOUT SLAB. ' WHERE SLAB OCCURS;CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE B✓/FIGURE INDICATES EXPOSURE C D I-- No.37948 MAYBE REDUCED 6'EACH SIDE FOR FREESTANDING ONLY. -1 1,\__❑❑����,31(,,,vvv\,,,,,,��.{{{������I / SEE ALTERNATE FOOTING TABLES • , �r.� I I, / SHT.9 FOR ATTACHED&SHT.23 FOR FREESTANDING ADDITIONAL FOOTNOTE:WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.B&C. -----...„.0`-7.1� Lt1` �Q ' DRAWN BY:KR TOM CAMPBELL 8 ASSOCIATES.INC. SOLID LIVE LOAD= PATIO COVER SYSTEM AS " ,-C ` - DATE:10/23/2001 COMMERCIAL AND RESIDENTWFRLSTRUCTURALENGINEERING POEEST TNTABLEp 20 1830 psi DURALUM PRODUCTS,INC. JOB NO.GFOl-06]4 SCALE:NONE FREESTANGDING HOWLWAND= 8269 ALPINE AVE.,SACRAMENTO A 95826 REVISED BY:KKBD.P. RANCHO CUCAMONGA,CA(951)941.2101 AND ATTACHED 90,1008110 MPH 10 8 L.L. 110 MPH (916)452-1021 FAX 403-1519 sales©dumlum.com SHEET 18 OF 29 10# L.L. 110 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C _ • 7" I-BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6,5"x.032" BEAM 3"x8" BEAMw/INSERT , & OR 3"x8"BEAM cc la-I-- 02< FREESTAND ATTACHED FREESTAND ATTACHED MAX.POST NIAX.POST FREESTAND ATTACHED FREESTAND ATTACHED a= Do U—g MAX.POST MAX.POST MAX.POST DO m_ Urn SPACING SPACING iz SPACING FTG. MIN- FTG. MN. SPACING FTG MIN. FTG MIN. FOR DBL. FOR 3°x13" FTG. MIN. FTG. MIN. SPACING Fro. MIN. FTG MIN. m� P m0 INJ POST IN. POST IN. POST IN. POST 2"x 6.52.032° BEAM (IN.) POSTPOSTPOST POST ( TYPE ( ) TYPE (IN.) TYPE (IN.) TYPE TYPE (IN•) TYPE (IN.) TYPE (IN.) TYPE 4' 171_0„ 32,_5, 37 H 28 B 1e-4 37 H 24 B ........4....../12r-4" 12'-1 32 H . 22. B 24'_62 37 H 27 B 4' . 31,_6„ 6-6" 1'-3" 1'-8" 221_2„ 5' 13,_7„ 29' Zai„ 37 H 30 gz,„..E 16'-,....4.„-----1 o„ 32 H 25 B 11'-170,_0„ t1 i0 s„ 28 H 22 B z1'-'s;'10 37 H 28 B 5' " 6' 11'-4.. 2T-1" 37 H 31 B 14'_1 „ 32 H 26 B 1...„4----21110.7„ 28 H 23 B 20'-D" 37 H 29 B/ 6' _.---25.-.10. /E T-6" -2" '-7" 18-1" C 7. 9,._8„ 25,_1,. 37 H 31 B 13,_7 32 H 27 B 9j 9`� 28 H 24 B 1a,-s" 37 H 29 �C 7. 23'-11' /E t2,_6" a-6" 8'-10" 161_9° 8. 8,_6.. 23,_5„ 37 H 32 B 12.--,....„ „ 32 H 27 B a� 9' 28 H 24 B 171-4" 32 H 30 B 8. 22'-4" /E11'-8" 7'-11" 8'-3" 15-8' /E 9' 7'-7" 22'-1'-2., 37 H 33 E 121_2 32 H 28 B a'-3" " a'-a" 28 H 25 B 16,_4„ 32 H 31 BE 9' 1'-0" 7'-6" 7'-9" 141_9" 10' 6'-9" 2191:...---". 37 H 33 Ey 11,_7„ 28 H 28 B 71-10" 8� 28 H 25 B 15,_6„ 32 H 31 By 10' 20,_0" 10'-6" 7-1" 7'-5" 14,_0„ . 11' 6._2., 20'-019,_1„ 37 H 34 E/ 11'-010-0" 28 H 29 B 7'-6„6 9 7,9"7 1 28 H 26 B 141-9"3�" 32 H 32 B/E 11' 12' 5'-8” 19'_2„ 37 H 34 E t0_T 28 H 29 B 7'� 725/1'. 28 H 26 B 14'_2„ 32 H 32 By 12' 18'-3" /F -6" 6'-6" 6'-9" 12-10" 13' 6_2" 1>411.----- 37 j 35 E ' 10-y,_ 32 J 29 B s'-t D" 7'-z" 32' J 26 B 13,_7„ 32 J .33 /E 13' ,_7„ 2" 6'-3" 6'-6„ 121-4„ 14' 4'_10„ 17'_9" 32 35 Ey/ 9_y, 32 30 s'-a" s'-11" 32 27 13,-2„ 32 33 B/E 14' 6'-11" '-10" B 6._0" 61_3„ J B 1'-10 15' 4._6.. 17'2"6,-„ 32 J 36 9-sF a,-' 32 J 30 B 6-5'6" 6.9„ 6,1:8;6' 1" 32 J 27 B 12'-6'' S 32 J 33 B/E 15' 16' 4r_3.. 16'72/15-1U 32 36 F s,_2„8 3„ 32 31 B 6._21 5'-7” 6 6 5'-10' 32 J 27 B 72'-'',_1„ 32 eJ 34 /E 16' 17' 4._00 12...561-4".------ 32 .J 36 I_' a'-1010„ 32 J 31 B 6,_0,. 5 5 6,_3„5 a 32 27 B 11'-;0,_s„ 322-1 34 B/E 17 18' 3.4. 15'_8„5-0 32 ,J 37 F 822;-----'-10” 32 J 31 B 5.-192.1-3" 6'41./5,- 6„ 32 J 28 B 11'-6'0 5 32 J 34 B/E 18' 19' 3._7., 15'-2:://141-6" 37 1 37 F a a 7'_T, 37 31 B 5.5„6 2 s'-1 i5,�., 37 4J 28 B 11'-''0 2 37 J 35 B/E 19' 20' 314'1 14'-14,_2„ 37 "I 37 F 7 5„ 37 32 B 5's 5,0„ 5-y 5,3„ 37 28 B 11'-D'PROF 7 J 35 /E 20' tiek,'"-M-1- ---1349 MR 2 0 20U8 •Z')/04,3,_ cy\\C. \ NOTE: FOOTNOTE: "SAMPLE' L /1%.1- rq FOOTING SHOWN REPRESENTS LENGTH OF � A. Qt Z' l EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B �•3Jt1- r 'n—) WHERE SLAB OCCURS.CUBED FOOTING SIZE r FIGURE INDICATES F�CPO56R G. SCO • w8 r m I f MAY BE REDUCED 6”EACH SIDE FOR FREESTANDING ONLY.. \ •-•r '3,,,, ,, , I. SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE:WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.B 8 C. '------Q-.-14—i----- �� b/ SHT.9 FOR ATTACHED B SHT.23 FOR FREESTANDING},-"-..__.--' . �el , ". I,. DRAWN BY:KK. TOM CAMPBELL BASSOCIATES.INC. SOLID LIVE - PATIO COVER 6'MFG.BY: JOS NO.0F0]-06]4 DATE:IOQ]R007 POST SPACING TABLE fp,306]0 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING pa DURALUM P'•SUCTS,INC. SCALE:NONE RANCHO CUCAMONGA,CA(9511741-2107 AND ATTACHED HORIZ.WIND- 62fi9ALPINEA SACRAMENTO.CA 95636 REVISED BY:K.K.6 D.P. 1091 I 115 MPH 90,1006110 MPH (916)452-7021 F. 403-1519 sales©Eurelum.wm SHEET 790E 29 20# L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&C • 6.5" ROLLFORM 4" I-BEAM 4.5 / MAG GUTTER MAG BEAM 3" SQ. STEEL BEAM -.F pim FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED . DO U-S MAX.POST MAX.POST MAX.POST MAX.POST MAX.POST m� az SPACING FTG MIN. FTG. MIN. SPACING FTG MIN. FTG MIN. SPACING FTG. MIN. FTG MIN. SPACING FTG MIN. FTC. MIN. SPACING FTG. MIN. FTG. MIN. 2)O . POST 1N. POST POST 1N� POST POST POST POSTPOST POSTP051 (IN.) TYPE ( ) TYPE (IN.) TYPE ( TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE 4' 8'-11" 10'-4" 28 H 19 B 14'-7" 32 H 22 B 10'-10" 28 H 22 B 11'-6" 28 H 20 B 12'-6" 32 H 21 B 6' 7'-1" 9'-3" 28 H 20 B 131-0" 32 H 23 B 9'-8" 28 H 23 B 10'-6" 28 H • 21 B 111-7" 28 H 22 B 6' 5'-11" 8'-5" 28 H 21 B 111-10" 28 H 23 B 8'-10" 28 H 24 B 91-7" 28 H 22 B 10'-11" 28 H 23 B r 5'-1" 7'-10" 26 H 21 B 11,-0" 28 H 24 B 8'-2" 28 H 24 B 8'-10" 28 H 22 B 10'-4" 28 H 23 B a' 4'-5" 71-4" 26 H 22 B 10'-3" 28 H 24 B 7'-8" 26 H 25 B 8'-3" 28 H 23 B 9'-11" 28 H 24 B s' 3'-11" 6'-11" 28 H 22 B 91-9" 28 H 25 B 7'-3" 28 H 25 B 7'-10" 28 H 23 B 9'-6" 28 H 25 B _ io' 3'-6" 91-3" 28 H 25 B 71-4" 28 H 24 B 9'-3" 28 H 25 B ii. 3,-2.p 8._9,. 28 ' j 26 B 7._1.. 28 j 24 B 81_11" 28 j 26 B 12' - 8'-5" 28 j 26 B _ 6'-9" 28 j 24 8'-8", 28 J 26 B . 13' - 8._1" 32 J 27 B 6._6" 32 LI 25 B4 8._5.. 32 J 27 B 14' - 7,_9.. 32 J 27 B 6._3" 32 J 25 B3 8'-3" 32 J 27 B 15' - 7,_6.. 32 4J 27 B 6'_0" 32 j 25 B,4 8._0" 32 j 28 B 16' - 7'-4" 32 J 27 B 5'-10" 32 ,J 26 B/E 7'-10" 32 j 28 B 17' - 7.-1.. 32 J 27 B 5'_8" 32 J 26 y 7'-8" 32 .J 29 B E MAY 3 0 2008 , &e.sSIon/d]FFOOTNOTE: "SAMPLE" .)� Cy \:caMp�ti�� FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C 4e St\ L A ADDITIONAL FOOTNOTE:WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.B&C. tan V94 1 NOTE: 3r3FOOTING SHOWN REPRESENTS LENGTH OF it ESP' EACH SIDE OF CUBED FOOTING WITHOUT SLAB. �- •9�!-y'I MAY BE RLAB EDUCED 6 S,CUD ORING SIST . ', �' MAY BE REDUCED 6'EACH SIDE FOR FREESTANDING ONLY. � ' • 'SEE ALTERNATE FOOTING TABLES N. SHT.9 FOR ATTACHED&SHT.23 FOR FREESTANDING DRAWN BY:KK TOM CAMPBELL&ASSOCIATES.INC. SOLID LIVE LOAD= . PATIO COVER SYSTEM AS MFG.BY: JOB NO.GF07-0674 DATE:10232007 POST SPACING TABLE COMMERCIAL RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10,20830psi DURALUMPRODUCTS.INC. SCALE:NONE RANCHO CUCAMONGA.CA(951)741-2107 AND ATTACHED NORM WINO= 8269 ALPINE AVE..SACRAMENTO.CA 95846 SHEET 200E 29 REVISED BY:K.N.&D.P. 200 L.L 110 MPH 90,100&110 MPH (9161452-7021 FAX 403-1519 sales(cluaiuIcum • 20# L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&C 7" I-BEAM DBL. 3"x8"x.042"BM DBL.2"x6.5"x.032" BEAM 3"x8" BEAMw/INSERT & OR 3"x8"BEAM rr oim FREESTAND ATTACHED FREESTAND ATTACHED MAX.POST MAX.POST mo onm MAX.POST MAX.POST SPACING SPACING FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED ¢ SPACING MIN. MIN. SPACING MIN. MIN. FOR DBL. FOR3x6 MIN. MIN. MIN. MIN. �.ho FTG. POST FTG. TPOST YPE (IN.)G POST FTG. POST BEAM FTG' POST FTG. PGST SPACING FTG, POST FTG' P051 (IN.) TYPE (IN.) TYPE (IN.) TYPE 2x6.5x.032 (IN.) TYPE (IN.) • TYPE (IN.) TYPE (IN.) TYPE d' 8'-11" 23._9" 37 H 26 F 14'-4" 32 H 22 g 9._9" 10'_2 28 H 19 g 19._4" 37 H 24 C� 5. 7'-1" 2113" 37 H 27 F 12'-10" 32 H 22 B 8'-8" 9'-1" 28 H 20 B 17'-2" 32 H 25 6• 5._11" 19'-4" 37 H 27 F 11._9" 28 H 23 B 7'-11" 8'-3" 28 H 21 B 15._8" 32 H 26 Or r 5'-1.. 17'-11" 32 H 28 F 10'-10" 28 H 24 B 7'-4" 7'-8" 26 H 21 B 14'-6" 32 H 26 r 8' 4._5., 16._9,. 32 H 29 F 10'_2" 28 H 24 B 6'-10" 7-2" 26 H 22 B 13'_8" 32 H 27 % 9• 3._11;, 15'-10" 32 H 29 F 9'-7" 28 H 25 B 6'-6" 6'-9" 28 H 22 g 12'-10" 32 H 27 Iv 3,_5" 151_0" 32 H 30 F 9'-1" 28 H 25 B 6'-2" 6'-5" 28 H 23 B 12'-2" 32 H 28 E� 1r 3._2.. 14'-4" 32 J 30 F 8._8.. 28 J 26 B 5'_10.. 6._2" 28 j 23 B 11.4. 28 j 28 E/ 12' _ 13'-8" 32 ,J 31 F 8'-3" 28 J 26 g 5'-7" 5'-10" 28 J 23 g 111_21• 28 j 29 13' - 13'-2" 32 j 31 F 7'-11" 32 J 26 g 51-4" 5'-8" 32 j 24 B 10'-8" 32 j 29 Ey 14' - 12_6" 32 4J 32 F 7'-8" 32 J 27 B 5'-2" 5'-5" 32 J 24 B 10•_3•, 32 aJ - 29 E// • 15' - 12-3" 32 j 32 F 7'-5" 32 J 27 B 5'-0" 5'-3" 32 j 24 B 9.-11" 32 J 30 E, 16' - 11'-10" 32 J 32 F 7'-2" 32 J 27 B - 5'-1" 32 J 24 B g'_8" . 32 1J 30 E4 17' - 11-6" 33 � 33 F 7'-0" 32 J 28 B - 4'-11" 32 J 25 g g•-4•. 32 J 30 X PROF& MAY 3 0 ))000 FOOTNOTE: "SAMPLE" .\�il�As ' SS,. FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C kg /�0`- C'9��"9� / G1 Z. iNOADDITIONAL FOOTNOTE:WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.B 8 C. J•I, SAO O .p3�,To__ r Z NOTE: n w��� rri-17, FOOTING SHOWN REPRESENTS LENGTH OF EA.. EACH SIDE OF CUBED FOOTING WITHOUT SLAB. 0 */ WHERE SLAB OCCURS.CUBED FOOTING SIZE MAY BE REDUCED 6"EACH SIDE FOR FREESTANDING ONLY. F�• 1 I A_4 SEE ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED&SHIT 23 FOR FREESTANDING DRAWN BY:K.K. TOM CAMPBELL&ASSOCIATES,INC. SOLID LIVE LOAD= PATIO COVER SYSTEM AS MFG.BY: JOB NO.GFO7-0674 DATE:10/13/2001 POST SPACING TABLE COMMERCIALAND RESIDENTIAL STRUCTURALENGINEERING FREESTANDING 10,20 S 30 ps1 DURALUMPRODUCTS.INC- REVISENONE RANCHO CUCAMONGA,CA(951)741-2107 ANDATTACHEO HORIZ.WIND- 8269 ALPINE AVE.,SACRAMENTO,CA 95826 SHEET 210E 29 REVISED BY:KK.8.D.P. 206 L.L. 110 MPH 60,1006110 MPH (916)452.7021 FAX 403-1519 sales@dumlum.com • 30# L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&C - • 6.5" ROLLFORM 4" I-BEAM 4.5 / MAG GUTTER MAG BEAM 3" SQ. STEEL BEAM SOW FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED • SO 6U?S MAX-POST MAX.POST MAX.POST MAX.POST MAX.POST mg az SPACING FTG MIN. FTG MIN. SPACING FTG MIN. FTC. MIN. SPACING FTC MIN. FTG MIN. SPACING FTG MIN. FTG MIN. SPACING FTG MIN. FTG MIN. Pw0 POST POST POST- POST POST POST POST POST POST POST (IN.) TYPE LN.) TYPE (IN.) TYPE (N.) TYPE ON.),TYPE (N) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) -NIDE 4' 6'-2" 8'-6" 28 J 18 B 12'-0" 28 J 20 B 8'-10" 28 j , 22 B 9'-7" 28 j 19 B 10'-11" 28 J 20 B s 4'-10" 7'-7" 26 J 19 B 10'-8" 28 J 21 B 8'-0" 26 J 23 B 8'-7" 28 J 20 B 10'-2" 28 J 21 B E. 4'-0" 61-11" 26 J 19 ' B 9'-9" 28 J 22 B 71-3" 26 J 24 3 7'-10" 26 J 20 B 9'-6" 28 J 22 B 7' 3'-6" 6'-5" 26 J 20 B 9'-0" 28 J 22 B 6'-9" 26 J 24 B 7'-3" 26 J 21 B 9'-1" 28 J 22 B B, 81_5" 28 .J 23 3 6,_9" 26 J 21 B 81_8" 28 J 23 B y, 8'-0" 28 J 23 B 6'-4" 28 j 22 B 81-4" 28 J 24 B 10' 7'-6" 28 J 24 B 6'-1" 28 J 22 B 7'-11" 28 J 24 B 11' ' . 7,_2„ 28 j 24 B 5,_91, 28 J 22 B 7'-6" 28 J 25 B 12' 6'-11" 28 J 24 B 5'-6" 28 J 23 BZE 7'-3" 28 J 25 B 13' 8,_8.. 32 K 25 B 5,_4., 32 K 23 B� 61-11" 32 K 25 B 14' 6,_4„ 32 K 25 B5,_2" 32 K 23 BA 6'8" 32 K 26 B Mny 3 0 laao • QaoFES510iyq! . FOOTNOTE: "SAMPLE" r,. CAM,oe�`yc• FIGURE INDICATES EXPOSURE B...i/ FIGURE INDICATES EXPOSURE C i; 2\ 5 No.379+5 rl 1 ADDITIONAL FOOTNOTE:WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.B&C. 1� Exp.3(31105 %ici b O ') ) FOOT: •,/ FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS,CUBED FOOTING SIZE ' MAY BE REDUCED 6"EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED&SHT.23 FOR FREESTANDING DRAWN BY:K.K. TOM CAMPBELL B ASSOCIATES,INC. SOLID WE LOAD= PATIO COVER SYSTEM AS MFG.BY: DATE:1012312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POFREESTANGTABLE 10.20830 ps1 DURALUM PRODUCTS.INC. JOB NO.GF07-0674 FREESTANDING SCALE:NONERANCHD CUCAMONGA(CA(951)741-2107 AND ATTACHED HORIL WINO= B259 ALPINE AVE..SACRAMENTO,CA 95026 REVISED BY:K.K.&O.P. . 301E LL. 110 MPH 90,1008110 MPH (9161 452-7021 FAX 403-1519 sales@duralum.cum SHEET 22 OF 29 30# L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP BM 7" I-BEAM DBL. 3"x8"x.042"BM DBL.2"x6.5"x.032" BEAM 3"x8" BEAMw/INSERT OR 3"x8"BEAM ozm FREESTAND ATTACHED FREESTAND ATTACHED + MAX.POST MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED. m❑ c�US MAX.POST MAX.POST SPACING SPACING E <¢ SPACING MIN. MIN. SPACING MIN. MIN. FOR DBL. FOR 3 x 8 MIN. MIN. PMIN. MIN. ANO FTG. POST FTG. POST FTG. POST FIG' POSTFTG. FTG SPACING POST FTG. FTG (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE 2Xfi.6X.032 BEAM (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN. POPE 1 TYPE 4' 6'-2" 19'-5" 37 J 24 F 11'-9" 32 J 22 B • 8'-0" 8'-4" 28 J 19 B 15-9" 32 J. 22 A' s. 4'-10" 17'-4" 32 J 25 F 10'-6" 32 ! J 22 B 7-2" 7'-5" 28 J 20 B 14'-1" 32 J 23 6' 4'-0" 15'-10" 32 J 26 F 9'-7" 28 J 23 B 6'-6" 6'-9" 28 J 21 32C B 12'-10" j 24 7' 3'-6" 14'-6" 32 J 26 F 8'-11" 28 J 24 B 6'-0" 6'-3" 26 J 21 . B 11'-11" 28 J 25 Cz 8' 3'-1" 13'-9" 32 J 27 F 8'-4" 28 J 24 B 5'-8" 5'-10" 26 J 22 B 11'-2" 28 J , 25 E/i• 9' 13'-0" 32 j 27 F 7'-10" 28 J 25 B 5'-4" 5'-6" 28 J 22 B 10'-6" 28 J. 26 Ez 10' 12'-3" 32 j 28 F 7'-5" 28 J 25 B • 5'-0" 5'-3" 28 J 23 B 10'-0" 28 j 26 zr 11' 11.-9P '28 j 28 F 7'-1" 28 J 26 B 5.-0..- 28 j 23 B 9.-6.. 28 j 26 Ez • • 12'. 11,-3" 28 J 29 F 6. 9.E 28 J 26 B 9'-1" 28 J 27 X 13' 10.-9" 32 K 29 F 6.-6" 32 K 26 B 8'-9.. 32 K 27 EZ 14' 10'-4" 32 K 30 F 6'-3" 32 K 27 B 8'-5" 32 K 28 Ez Wit___3_ o �ao� FOOTNOTE: "SAMPLE" ALTERNATE FREESTANDING FOOTING • FIGURE INDICATES EXPOSURE 8 FIGURE INDICATES EXPOSURE C '- ` pROFEs TRIBUTARY 90 MPH 100 MPH 110 MPH �c`-��pS -•12/0 WIDTH EXB &C EXB &C EXB & C ADDITIONAL FOOTNOTE:WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.B 8�. 0 -7ji 3'-4"SQ X 3'-6"SQ x I 4'-0"SQ x u I/off y, 10' OR LESS 18" DEEP 18" DEEP 18" DEEP r N e 0• 37948 r z 4'-0" SQ x 4'-7"SQ x 5'-0"SQ x NOTE: -1 p'3/37499 /� 20' OR LESS 18" DEEP 18" DEEP 18" DEEP FOOTING SHOWN REPRESENTS LENGTH OF ' EACH SIDE OF CUBED FOOTING WITHOUT SLAB. -----`'1::: ,,,...,_,v\.. �'Nt -WHERE SLAB OCCURS.CUBED FOOTING SIZE. /MAY BE REDUCED 6"EACH SIDE FOR FREESTANDING ONLY. . _ I ISEE ALTERNATE FOOTING TABLES - SHT.9 FOR ATTACHED 8 SHT.23 FOR FREESTANDING DRAWN BY:K.K. TOM CAMPBELL 8 ASSOCIATES,INC. SOLID ME LOAD- PATIO COVER SYSTEM AS MFG.BY: DATE:10/23/2007 COMMERCIAL SPACING TABLE JOB NO.GF07-0674 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10,20630 pz1 DURALUM PRODUCTS,INC. SCALE:NONE RANCHO CUCAMONGA,CA(951)741-2107 AND ATTACHED HORIZ.WIND- 6269 ALPINE AVE.,SACRAMENTO,CA 95826 REVISED BY:K.K.80.P. ine.I 11n MPH 90,1008110 MPH 19161452-7021 FAX403-1519sehmSduralum.mm SHEET 23 OF 29 • 10# L.L. 90 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C • 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAMw/INSERT MINIMUM NO. OF POST Y OR 3x8"BEAM Crrr pZm FREESTAND ATT. FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. MAX.POST FREESTAND An'. �o FOOTNOTE:' mo O�m MAX.POST MAX.POST SPACING SPACING SPACING m� POST TYPE 1 POST TYPE 2 r$ ¢ SPACING MIN. SPACING MIN. MIN. MIN. n: az FTG. FTG. FTG. FTG. FOR DBL FOR 3"x8° FTG. FTG. FTG. FTG. P 2yo POST POST 2"x6.5x.032° BEAM POST POST r • (IN.) TYPE (IN.) (IN.) rypE (IN.) (IN.) rypE (IN.) (IN.) TYPE (IN.) EXP.B EXP.C. EXP,B EXP.C 4' 25'-4" 17'-4" 28 G 22 2„.„.......23"0-;(2.. 33 G 23 161-;„..11-2.--516 4 16'-0 7„ „ 28 G 20 32 31,_0„ 33 G 27 6' 2 2 2 2 5' 20'-3” 16'-1" G 23 21 33 24 14'-8" 14'-8" 28 21 28-7 33 28 7, 2 2 2 2 28 20,_8„ G 13'-11" 14,_8„ G 7,_9„ G 6' 16-10" 15'-2" 28 G 24 19-68'-10' 33 G 24 12----- 13'4"134 28 G 21 26'-25-4 33 G 28 B. 2 2 2 2 7' 14' 6" 14,4„ 28 G 25 18,_1", 33 G 25 12'4 '-9„ t2-412,�„ 28 G 22 24'-2'3,5,. 33 G 29 9. 2 3 2 2 17-6 8' 12'-8" 13'-9" 28 G 26 16-10 28 G 25 11'-7"11 0 11'-7" 26 0 22 22'-81, 11 33 G 30 10• 2 3 2 2 16,4" 11,_T, 9' 111-3" 131_3" 28 0 26 15'-15 5„ 28 G 26 10'-110'4" 10.-12.---10,-10 26 G 23 21'-40,-8„ 33 G 30 11• 3 3 2 2 10' 10'_2" 121_9" 28 G 27 15,_2„ 28 G 26 10'4" to" 10-4 26 G 23 20,_3" 33 G 31 12' 3 3 2 2 141_8„ - 10'4" 9'-7" 11' 9,_3„ 12,4„ 28 G 28 14-53' 11" 28 G 27 9'-109,4„ 9'-192--- 26 G 24 19,-4"8,-8' 33 0 32 13' 3 4 2 2 12' 8'-5" 121_0" 26 G 28 1319" 28 G 27 9'� 99' 26 G 24 18'_62 33 G 32 14' 3 4 2 2 S4" 9'-0" 9,_S, 171_10" 13' 7'-9" 11.8" 28 H 29 131O 28 H 28 9'-1" 9;/--- 28 H 24 1:1:P.>"--- 28 H 32 15' 3 4 2 3 12'-10" 8'-8" 9'-1" 17'-2" 14' 7,_3" 111_5" 28 H 29 12.9„ 28 H 28 .8:-.,1:.------ 8,_9„ 28 H 25 1:71:F.---- 28 H 33 16' 4 4 2 3 15' 6'_9" 11,_2„ 28 H 30 124 28 28 8-5 8„1:52.--------- 28 25 16'_6" 28 33 17' 4 5 2 3 11'-11' H 6'-0" 8'-5" H 16,-0" H 16' 6,4" 10'-11" 28 H 30 11,-1j>--- 28 29 8'-2" 28 25 16'-0" 28 34 6 4 5' 2 3 ,1,-6„ H 71-9" 6,_2„ H 5,-6" H 17' 5'-11" 10'-8" 28 H 30 11.7„ 28 29 ..722:12--- 7'-11" 28 25 1,-:1------ 28 34 19• 4 5 3 3 1'-2" Hr s" 7'-11' H 5'-0" H 18' 5'_8" 10,_6„ 28 H 31 11 0'-10" 28 H 29 7-6 7.4„ 7,$„ 7 8 28 H 26 15 14'7" 28 H 34 20' 4 5 3 3 11'-0" 7'-6" 7'�" 14,_8„ 19' 6,_4„ 10'_4„ 33 H 31 10,_7„ 33 H 29 7,2„ 7,-6„ 33 H 26 14._3„ 33 H 35 FOOTNOTE:° HEADER AND OR MIN.NO.OF POST 33 10-8" 33 "Z4 7..-41,..----- 33 26 14' ' 33 35 REQUIRED SPACING MUST EXCEED 20' S'-'�" 10'-2" H 31 10'4^ / Eazi Irm.` 6'-11" T4" H 3'-1D" H ALLOWABLE SLAB SPACING �`,-'-‘%.C• ixo F� FOOTNOTE:' OR LESSER MUST BE USED L� ;,. MA COL.TYPES 1=.024"SIDEPLATES,USE ON CONC.SLAB ONLY q-;• P 61c. �.'L Y 3 0 2000 NOTE: I'- O m COL.TYPES 2=.032"SIDEPLATES,ON CONC.SLAB OR FOOTING: FOOTING SHOWN REPRESENTS LENGTH OF CO z r EACH SIDE OF CUBED FOOTING WITHOUT SLAB. CO F No.37946 WHERE SLAB OCCURS,CUBED FOOTING SIZE \1 Exp.313111 FOOTNOTE: "SAMPLE" MAY BE REDUCED 6"EACH SIDE FOR FREESTANDING ONLY\ � � FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C SEE ALTERNATE FOOTING TABLES n\`j��A ` U r SHT.9 FOR ATTACHED 8,SHT.23 FOR FREESTANDING „ `y ADDITIONAL FOOTNOTE:WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.B&C. DRAWN BY:K.K. TOM CAMPBELL a AS 0 IATES.INC. LATTICE LIVE LOAD' PATIO COVER SYSTEM AS MFG.BY: JOB NO.GF07.0674 DATE:1023/2007 POST SPACING TABLE 10,20 a JO psf DURALUM PRODUCTS,INC. COMMERCIAL AND RESIDENTIAL ST' CTURAL ENGINEERING FREESTANDING SCALE:NONEHORIZ.`WIND= 6269 ALPINE AVE.,SACRAMENTO,CA 95326 RANCHO CDC REVISED BY:K.K.&D.P. 10 AMONGA,CA(951)741-210T AND9L. 9O MPH 90.1006110 MPH (916)452-7021 FAX403-1519 sales@duralumfnm SHEET 240E 29 10# L.L. 100 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C DBL.2"x6.5"x.032" BEAM 3" SQ. STEEL BEAM DBL. 3"x8"x:042"BEAM OR 3"x8"BEAM 3"x8" BEAMw/INSERT MINIMUM NO. OF POST FN Oz(9a) FREESTAND ATT. FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. FREESTAND ATT. <� FOOTNOTE:' 0o o-S MAX.POST MAX.POSTING MAX.POST So irg az SPACING FTG. FTG. SPACING FTG. FTG. FORSPADBL. FOR 3"z8' FTG. FTG, SPACING FTG. FTG. m POST TYPE 1 POST TYPE 2 MIN. MIN. MIN. MIN. I— 2 o,O POST POST 2°x 6.5x.032° BEAM POST POST (IN.) TYPE (IN.) (IN.) TYPE (IN,) (IN.) TYPE (IN.) (IN.) TYPE (IN.) EXP.B EXP.C EXP.B EXP.C 4' 25_4" 1-71;;; 0 30 G 22 23.2„0 35 G 23 15-4,0„ 16-4 31 30 G 20 27,_8., 35 G 27 6' 2 2 2 2 16'_1„ 30 23 20'-y,)'%-' 35 24 13._1 74,_8„ 30 21 z7,_9„ 5' 20'-3' 10' G18'-6" G 121_6„ 13'-7„ G 4,_9. 35 G 28 7' 2 3 2 2 6' 16'-10„ 1,32-- 30 G 24 18'-10" 35 G 24 .1„.2_15----- 13,_4„1'-11" 30 G 21 . 35, G 28 B' 2 3 2 2 • 74-0'• 6'-10„ 1.1,_5., ____2_25'-'12----;2 7' 14,_6„ 1______ 3 30 G 25 1T-65,7„ 30 G 25 11-90,7„ 12-411'_o" 30 G 22 23 0'-11' 35 G 29 9' 3 3 2 2 13'-13,_y„ 26 1,2230 25 7.1..}>211,_7" 27 22 21''% 35 30 10• 3 3 2 2 8' 1z,_8" 72,_6, 30 G14,_7„ G9'-ii" 10'-4" G 191_7, G 9' 11'-3" 13,_3" „ 30 0 26 15'-''3 9 30 G 26 10'-49 10 1 6'8 11• 3 -4 99„ 27 G 23 20'- 5 35 G 30 4 2 2 10' 10'-2" 1,-5........-230 G 27 14'-S" 30 G 26 9'-10" 10'-4" 27 G 23 19� 35 0 31 12 3 4 2 2 111-9„ 13'-1" 8'-10" 9-3 17'-6" 11' 9._3.; 12,-4"1,�„ 30 H 28 13,_1 30 H 27 _9'-:4>_ 9'-1o"s'-i D' 27 H 24 18',,-.8%- 35 H 32 73' 4 4 2 3 12,_5„ 86„ 16._8„ 12' 8,-5" 12,_0" 27 H 28 13,_4" 30 H 27 9� 9P-5;./ 27 H 24 17,_1 " 30 H 32 14' 4 . 5 2 3 1-1" i l' i 8' 1" 8'S•' 161_0„ . 13' . 7._9.. 71,_6,,_9„ 30 H 29 12'-10"7,_6„ 30 H 28 8'-6"7 y„ 9'_1„6, 7„ 30 H 24 17`> 30 H 32 w 4 5 3 3 14' 7,_3„ 111_5„ 30 H 29 12-4 30 H 28 8::,------ 8,15-2-- 30 H 25 16,_7„ 30 H 33 16' 4 5 3 3 15' 6,_9„ 17'-'"0 3 30 H 30 11:-.2:1>---.10,6, 30 H 28 60„_ 7,3„ 8_6„7,6„ 30 H 25 16Li4,_3, 30 H 33 ,T 5 6 3 3 16' 6'_4„ 10'-1 30 J 30 11-65�„ 30 'J 29 7-9 7'-0" e-2 7-4" 30 J 25 15 3'-10' 30 j 34 16' 5 6 3 3 0-0' 17' 'S'-11„ 1,9.2-- 30 J 30 1....12--- 30 J 29 T-s 6 9 7-117-1" 30 J• 25 15 3,-5„ 30 J 34 19• 5 6 3 3 91-10" o-o 18' 5.4. 10'-s 30 J 31 10'1 30 J 29 . -4" 7,"...„,...••••---- 30 J 26 14'-7" 30 J 34 20• 5 6 3 3 91-8" 9'-9 6'-7'• 6'-10" 13,_1„ 19 101- , 35 10'-72--- 7,_2„ 7,_6, 14,3„ 5'-4" J 31 35 J 29 / / 35 J 26 / 35 J 35 FOOTNOTE:' 9'-6" 6'-5" 6'-8" 12-8 HEADER AND OR MIN.NO.OF POST 20' 10-2' 35 J 31 125...1.....---- 35 30 6-11 7-4 35 J 26 12.-----435 J 35 REQUIRED SPACING MUST EXCEED 5'71., �„ 91.3" C •FFS 6'-3" 6'-6' 4" ALLOWABLE SLAB SPACING 1./ OR LESSER MUST BE USED �---? 0t. S I. C yY IVIM s 0 71100 FOOTNOTE:' 1 COL.TYPES 1=.024°SIDEPLATES,USE ON CONC.SLAB ONLY NOTE: C03 Z COL.TYPES 2=.032"SIDEPLATES,ON CONC.SLAB OR FOOTINGS FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. F �- 2 m".37A3• rG-)I FOOTNOTE: "SAMPLE" MAY BE REDUWHERE SLAB CED 6"EACH SIDE FOR FREESTANDING-CCURS,CUBED FOOTING IZE 4 ONLY, \ P.3j it •I ~ FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C SEE ALTERNATE FOOTING TABLES •\\C / 1 ADDITIONAL FOOTNOTE:WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.B&C. •••-' *., SHT.9 FOR ATTACHED B SHT.23 FOR FREESTANDING _- p, DRAWN BY:K.K. -TOM CA '1 EL ASSOCIATES.INC. LATTICE LIVE LOAD= PATIO COVER SYSTEM AS MFG.BY: JOB NO.GF07-0674 DATE:10/23200] h POFREEST INDTABLE 10.20&30 psi DURALUM PRODUCTS,INC. COMMERCIAL AND-9-IDENTIAL STRUCTURAL ENGINEERING FREESTINGITA SCALE:NONE RAN A CUCAMONGA.CA(951)741-2107 AND ATTACHED HORIZ WIND= 62fi9ALPINE AVE.,SACRAMENTO,CA 95016 SHEET 25 OF 29 REVISED BY:K.K.&O.P. 10 M L.L 100 MPH B0,100&110 MPH (8161452-7021 FAX 403-1519 )ales@duralumwm 10# L.L. 110 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C ' DBL.2"x6.5"x.032" BEAM 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM OR 3"x8"BEAM 3 "x8" BEAMw/INSERT >- MINIMUM NO. OF POST F oim FREESTAND ATT. FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. FREESTAND ATT. r� FOOTNOTE:• 15 i- ()—g MAX.POST MAX.POST MAX.POST �p m pm SPACING SPACING m POST TYPE i POST TYPE 2 �$ ¢ SPACING - MIN- SPACING MIN. MIN. SPACING MIN. nz FTG. FTG. FTG. FTG. FOR DBL. FOR 3°x8' FTG. FTG. FTG. FTG. tt I- m0 IN. POST (IN.) (IN.) POST IN. 2'x 6.5x.032" BEAM IN PORT (IN.) (IN.) POST I- ( ) TYPE TYPE ( I ( .) TYPE TYPE (IN.) EXP.B EXP.C EXP.B EXP.C 4' 251_4„ 16'-6'5 -- 32 H 22 22,,,,c-- 22'-0" ,_0„ 37 H 23 141-1,1:% 4 13,-0„ 151-71%,_2•, 32 H 20 29'2x',9., 37 H 27 6' 2 2 2 2 15'-5" 32 23 19'-6", 37 24 13'x" 13;4-12.- 32 29 ..2...64>--- 37 28 2 3 2 2 5' 20'-3' 14,_5„ H 7-10" H 12'_1„ 2'-7" H3'-11' H r 6' 161.10„ 14.-6:2.-- 32 H 24 18'-0° 32 24 12'-2" 12'-6 32 21 24'-2 28 s, 3 3 2 2 3,-7" 6'-3" H 11'-0" 11'-6" H 'Co1'-1 ' H 7' 14,_6„ 13,-12' 11" 32 H 25 16 15'-1„ 32 25 11'-10,_3„ 11 90,$„ 28 H 22 22�"0 3 37 29 9, 3 3 2 2 8' 12'-8" 13,_1��2�, 32 H 26 15-14, 1„ 32 H 25 10'-6'9,-0„ 11 t0,_0„ 28 H 22 201-1,1>---,_11, 37 H 30 10' 3 4 2 2 9' 11,-3„ 12'-81'-10„ 14 32 H 26 1$1,-.15J-4 32 H 26 9'-119,_0„% 10' -/9,_5„ 28 H 23119'-6'7'-10' 37 H 30 11. 3 4 2 2 10' 101_2" 12,_ 1,_5„ 32 H 27 13-12,_8„ 32 H 26 9'� 9'-106'-11" 28 H 23 18'13.2-- 37 H 31 12' 4 4 2 3 6'-11' 11' 9,_3„ 11'-111,_2„ 13 28 H 28 312,_0„ 32 H 27 _9.„'",/ 9,� 8 2 „ 15);---- 28 H 24 32 .H 32 13' 4 5 2 3 12 8'-5" 11'6" P8 H ' 28 12,_6„ 32 H 27 61-6" 9'-0" 28 H 24 17,_1" 32 H 32 a' 4 5 3 3 ▪ t-6" 7,_9„ 8,_2" 13' T-9" 11'- 32 j 29 12 11,_1„ 32 •J 28 6,-0„7,-0„ 11::1,8.:%0" 32 j 24 16-04'-10' 32 j 32 is 4 5 3 3 14' 7,_3„ 111-..„4:12,....---- 32 J 29 11'-9 32 .J 28 6,-0., 6,�„ . 32 25 1:4:----- 32 33 16' 5 6 3 3 0.8„ 7'_2" 7,_6„ 15' ' 6,_9„ 10'-9'0,-0„ 32 j 30 11 73D,�„ 32 j 28 7,_9„7,-0„ 8-1 T-3„ 3• 2 j 25 15 13'-10 32 j 33 it 5 6 3 4 16' 6'-4" 10-6'- , 32 j 30 11-010'-0" 32 j 29 71:„.5„6.9„ 7)::....-----7,-1, 32 j 25 14'->- 32 j 34 1W 5 6 3 4 17' 5,_11„ 10'-30' 32 .1 30 10 a , 32 j 29 7'-0„6'-s 7'_5"6'-10" 3• 2 25 14' 3,0„ 32 34 19' 5 7 3 4 18' 5,-8„ 10'-r' 32 •J 31 1:).2-- '32 J 29 6a , „ T-4" 32 J 26 13`1 " 32 J 34 20• 6 7 3 4 61-4" 6'-8" 12'-7" 19' 5,,_4„ 9'-19,_3„ 37 j 31 10,-12,----9,-2„ 37 29 61-10"......----2 ' 7'_2e6 6 37 26 12:-.-----3„ 37 35 FOOTNOTE.. 20' 9.9„ 37 31 9'-10" 37 •J 30 6'-8" 71-0"_.......--- 37 `J 26 .132:3-2.237 J 35 REQUIRED SPACING MUST EXCEED 5'-1" 1" J • 8'-11' 6'-0" ------16:4-61: 6'4" 12'-0" ALLOWABLE SLAB SPACING • (>LOFESSIO FOOTNOTE:• OR LESSER MUST BE USED - '^''�f./ A ry 0n NOTE: CVQ/CJ L. C \ M/+� LT O �O"" COL TYPES 1=.024"SIDEPLATES,USE ON C. OR ONLY Q. A.FiG COL.TYPES 2=.032"SIDEPLATES,ON CONC.SLAB OR FOOTING: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. `I 0 �(n\ Th- WHERE SLAB OCCURS,CUBED FOOTING SIZE T r 2' FOOTNOTE: "SAMPLE" MAY BE REDUCED 6"EACH SIDE FOR FREESTANDING ONLY. C9 H r I 'T 11 . NO.37948 - FIGURE INDICATES EXPOSURE B✓/FIGURE INDICATES EXPOSURE C .3131 0 h ' SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE:WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.B&C. SHT.9 FOR ATTACHED&SHT.23 FOR FREESTANDING �` Lr--. y�f{,,^(I�J-�a/ DRAWN BY:K.K. I4.R_ • 71114-.1,-6.1,1,>• S.INC. LATTICE LIVE LOAD= PATIO COVER SYSTEM AS MFG.BY: JOB NO.GF07-0874 DATE:10/2312007 \ POST SPACING TABLE SCALE:NONE COMMERC. -••V R CTURAL ENGINEERING FREESTANDING 10,20630 psi DURALUM PRODUCTS.INC. RAN O R ' •NGA,CA 1951)741-2107 AND ATTACHED HORIZ.WND= 8269 ALPINE AVE.,SACRAMENTO,CA 95826 REVISED BY:K.K.a D.P. '� In I 1 i 10 MPH 90,1008110 MPH 1916)452-7021 FAX 403-1519 saieS@aualumcom SHEET 26 OF 29 20# L.L. 110 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIO / COMMERCIAL 12' OR LESS EXP. B & C ` 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAMw/INSERT 5- OR 3"x8"BEAM - MINIMUM NO. OF POST r%IT oim FREESTAND ATT, FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. FREESTAND ATT. a-II FOOTNOTE:' 7O O—S MAX.POST MAX.POSTMAX.POST �� POST TYPE 1 POST TYPE 2 m� g¢m SPACING - - SPACING SPACING SPACING SPACING EC aZ FTG. MIN. FTG. FTG. MIN- FTG. FOR DBL. FOR 3'x Be FTG. MIN. FIG. FTG. MIN. FTG mg - y0 (IN.) POST (IN.) (IN.) TOS) IN 2"x 6.5x.032" BEAM TOS) PORT TYPE (IN.) (IN.) TYPE (IN.) (IN.) TYPE (IN.) EXP.B EXP.C EXP.BE%P.C - 4' 13'-2" 14'_2" 32 H 19 171-2" 32 H 20 11,-9„ 12-2" 32 H 18 23'-0" 37 H 24 6' 2 2 2 2 5' 10'-6" 13,_2" 32 H 20 16_4" 32 H 21 10'-6" 10'_10" 28 H 19 20,_7" 37 H 25 T 2 3 2 2 6' 81 -9" 121_4" 32 H 21 14'-0" 32 H 22 g'-7" 9'-11" 28 H 19 18,_10" 37 H 26 B, 3 3 2 2 7' 7'-6" 111_9, 28 H 22 13._0" 32 H 22 8'-10" 9'-2" 28 H 20 17'_5" 32 H 26 9, 3 3 2 2 8' 6'-7" 11,_3" 28 H 22 12'-2" 32 H 23 8'-3" 8'-7" 28 H 20 16,_3„ 32 H 27 10, 3 4 2 2 9' 5'-10" 10'-10" 28 H 23 11'-5" 28 H 23 7'-10" 8'-1" 28 H 21 15,4" 32 H 27 n' 3 4 2 2 10' 5'-3" 10'-5" 28 H 23 10'-10" 28 H 24 T-5" 7'-8" 28 H 21 14'_6" 32 H 28 12. 4 4 2 3 11' 4, 9„ 10,_2„ 28 J 24 10,_4„ 28 j 24 7'-1" 7'4" 28 J 21 13,_10„ 32 J 28 13' 4 5 2 3 12' - g,_10„ 28 J 24 9'-11„ 28 j 24 6.4" 7-0" 28 j 22 13,_3„ 32 j 29 14' 4 • 5 3 3 13' 9-6„ 32 J 25 g'_6" 32 J 25 61-6" 6'_g" 32 J 22 12'_9' 32 J 29 15' 4 5 3 3 14' _ 9'_4" 32 J 25 9'-2" 32 J 25 6'-3" 6-6" 32 J 22 12_4" 32 J 29 16. 5 6 3 3 15' - 9'-2" 32 J 26 8'-10" 32 J 25 6'-0" 6'-3" 32 J 23 11'-10" 32 J 30 11 5 6 . 3 4 16' . _ 8'-11" 32 J . 26 8'-7" 32 j 26 5'-10" 6'-1" 32 j 23 11'_6" 32 j 30 18' 5 6 3 4 17' - S_9 32 J 26 8'_4" 32 j 26 5._8., 5-10" 32 j 23 111_2„ 32 J 30 19' S 7 3 4 18' _ 8,_7„ 32 J 27 8'4. 32 J 26 6_6" 5•_g" 32 J 23 10'-10" 32 J 31 20' 6 7 3 4 19' 8.5„ 37 J 27 7'_10„ 37 j 26 5•_4 5'-7" 37 J 23 10'-7" 37 J 31 FOOTNOTE:' • HEADER AND OR MIN.NO.OF POST 20' _ 8._3" 37 J 27 T-8" 37 J 27 5'_3 5'-5" 37 J 24 10,_4" 37 J 31 REALQUIRED SPACING E SSLAB SPACING GEED OFESg NOR LESSER MUST BE USED Ft /O FOOTNOTE:' �cv0/S I C y q� MAY 3 0 2OQFf COL.TYPES 1 =.024"SIDEPLATES,USE ON CONC.SLAB ONLY NOTE: h�/�P' 414 F(I COL.TYPES 2=.032"SIDEPLATES,ON CONC.SLAB OR FOOTINGS. FOOTING SHOWN REPRESENTS LENGTH OF Q O <9 0 11 EACH SIDE OF CUBED FOOTING WITHOUT SLAB. Z1I FOOTNOTE: "SAMPLE" • WHERE SLAB OCCURS,CUBED FOOTING SIZE 'V No. 37 r I'll I MAY BE REDUCED 6"EACH SIDE FOR FREESTANDING ONLY. Y ) FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C /08. _ 1 SEE ALTERNATE FOOTING TABLES T \ __FIR—• ' li ' ;/I ADDITIONAL FOOTNOTE:WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.B 8 C. S .9 FOR ATTACHED B.SHT.23 FOR FREESTANDING ,.A.. lit ,4e; S/ DRAWN BY:K.K. TO' G' 1b rim LATTICE WE LOAD= PATIO COVER SYSTEM AS MFG.BY: JOB NO.GFO7-0674 DATE:10/23/2007 COMMERCIAL AND'-•�•T -e`}CTIJRAI ENGINEERING POST SPACING TABLE 10,20630 pet DURALUM PRODUCTS.INC. SCALE:NONE � 'yF,�� FREESTANDING HORIL WHO 9266 ALPINE AVE..SACRAMENTO,CA 95026 SHEET 27 OF 29 REVISED BY:K.K.9D.P. RANCHO CU •IAONGA.CA(951)]N3/0] 20 ELI. 110 MPH 90,1008110 MPH m0)452-7021 FAX 403-1519 saIe¢®Eurelumcom 30# L.L. 110 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIO / COMMERCIAL 12' OR LESS EXP. B & C 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAMw/INSERT • OR 3"x8"BEAM MINIMUM NO. OF POST re LDmMAX.POST FREESTAND ATT. :FF FOOTNOTE:* oz FREESTAND ATT. FREESTAND An'. SPACINGST FREESTAND ATT. • m❑ 0.S MAX.POST MAX.POST MAX.POST =0 PORT TYPE 1 POST TYPE 2 ¢ SPACING SPACING SPACING SPACING m 2y0 FTG' POST FTG. FTG. POST FTG. FOR DBL. FOR 3°x 6" FTG. POST FTG' FFG' POST FTG' r�� (IN.) TYPE (IN.) (IN,) TYPE (IN.) 2°x 6.5x.032° BEAM (IN) TYPE (IN.) (IN.) TYPE (IN.) EXP.B EXP.C EXP.B EXP.C • 4' 8'-10" 12'-5" 32 J 18 14'-2" 32 J 19 9'-7" 10'-0" 28 J 17 18'-11" 37 J 22 6' . 2 2 2 2 5' 7'-1" 11'-6" 28 j 19 121_8" 32 J 20 8'-7" 8'-11" 28 J 18 161_11" 37 J 23 T. 2 3 2 2 6' 51_10" 10,_10" 28 J 20 11_6" 28 j 20 7-10" 8'-2" 28 j 18 15,_5, 37 j 24 6' 3 3 2 2 7' 5-1" 10.3„ 28 j 21 10,_8„ 28 J 21 7'-3" 7'-6" 26 j 19 14•4" 37 j 25 • 3 3 2 2 8' ' 4'-5" 9'-10" 28 J 21 10.-0" 28 j 21 6'-9" 7'_1" 26 j 19 13,-4„ 37 j 25 10• 3 4 2 2 9'' ' 91_5„ 28 j 22 9,_5„ 28 J 22 61_4" 6.-8„ 28 J 19 121_7, 37 J 26 11. 3 4 2 2 10' - 9'-2" 28 J 22 8'-11" 28 j 22 6._1- 5_4" 28 j 20 11'_11" 37 j 26 12 4 4, 2 3 11' _ 8'-10" 28 j 23 8,_6„ 28 j 23 5, 9.. 6,_0.. 28 j 20 11,_5„ 32 j 26 13' 4 5 2 3 12' _ 6'27" 28 J 23 8, „ 28 j 23 5,_6„ 51-9„ 28 j 20 101_11„ 32 J 27 14• 4 5 3 3 13' 8,-4" 32 K 24 7'-10" 32 K 23 5'-4" 5'-6" 32 K 21 10.6„ 32 K 27 1s 4 5 3 3 14' _ 8'-1" 32 K 24 7'_6" 32 K 23 5'-2" 5'-4" 32 K 21 10'_2" 32 K 28 16• 5 6 3 3 15' _ 7'-9" 32 K 24 7'-3" 32 K 24 4'-11" 5'-2" 32 K 21 9._9- 32 K 28 17 5 6 3 4 16' _ 7.6. 32 K 25 7._1" 32 K 24 _ 5'-0" 32 K 21 9._5. 32 K 28 FOOTNOTE_ HEADER AND OR MIN.NO.OF POST 17' - 32 K 25 32 24 - 4'-10" 32 22 32 28 REQUIRED SPACING MUST EXCEED ]'_4" 6'_1 O" K K 9'-2" K ALLOWABLE SLAB SPACING OR LESSER MUST BE USED FOOTNOTE:= FOOTNOTE: "SAMPLE' MAY 3 V 20118 COL.TYPES 1 =.024"SIDEPLATES,USE ON CONC.SLAB ONLY FIGURE INDICATES EXPOSURE B.�/ i' OFESg/ COL.TYPES 2=.032"SIDEPLATES,ON CONC.SLAB OR FOOTINGS. FIGURE INDICATES EXPOSURE C `Q�V(4�'Q�,,,__.__ On'_ ADDITIONAL FOOTNOTE:WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.B&C. h(`/4'$I. . ) ._ '52 tip scP tl Z s AtNo° 379,48 �' m NOTE: < Exp.3/31/09 a7 FOOTING SHOWN REPRESENTS LENGTH OF "� 1 EACH SIDE OF CUBED FOOTING WITHOUT SLAB. y'< WHERE SLAB OCCURS.CUBED FOOTING SIZE P `° MAY BE REDUCED 6"EACH SIDE FOR FREESTANDING ONLY. / A1'^ `�--t. . 1(':I 1 SEE ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED&SHT.23 FOR FREESTANDING DRAWN BY:KK TOM CAMPBELL&ASSOCIATES,INC. - LATTICE LIVE LOAD= PATIO COVER SYSTEM AS MFG.BY: JOB NO.GF07-0674 DATE:10/232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE 10.20630 PM DURALUM PRODUCTS,INC. SCALE:NONE FREESTANDING NORIZ.NAND= 6269 ALPINE AVE.,SACRAMENTO,CA 95826 REVISED BY:K.K.6 D.P. RANCHO CULAMONGA.CA(951)]U-310] AND ATTACHED ( g0,1008110 MPH SHEET 28 OF 29 30 9 LL 110 MPH (916)452-]021 FAX 403-1519 sales©clurziumcom • ATTACHMENT DETAIL FOR INSULATED STRUCTURAL SANDWICH PANEL • ALUM.ALLOY I +2.740 ROOF SLOPE SHALL BE 1/4": 12"MIN. 6063-T6 r/ // / / // A DWIND ESIGN S.M.SOR 4200" LT=060" S JL 90 MPH #14 @ 12"O.C. APPROVED 3" 100 MPH #14 @ 10"O.C. WALL FASTENERS INSUL.ROOF • 110 MPH #14 Q 8"O.C. SEE TABLE SHEET PANEL 3"CR 4"APPROVED STRUCTURAL SANDWICH PANEL NOTE:#14 SMS SHALL HAVE MAY BE SUPPLIED BY OTHERS,SEE NOTE BELOW A MIN.1"PEN.INTO HEADER -. #12 SMS-18,131.880"� AT 12"0.0. • 3"OR 4"HANGER CHANNEL HEADER BEAM AND ENCLOSURE WALL SYSTEMS MUST BE I.C.C.APPROVED UNDER 2006 IBC, 2006 IRC OR 2007 CBC. OPTIONAL DECORATIVE FASCIA (WOOD.ALUM.OR HARDBORD) PANEL TO PATIO ENCLOSURE CONN. #14 S.M.S. '\ #14 S.M.S. SEE TABLE ABOVE SEE TABLE ABOVE PANEL BEAM//%%////%%%///%%/,�/��������� Ai .EXTRUDED • EXTRUDED AOGE ��/i/____2. / �/- 1/ WALL FASTENERS I% SEE TABLE BELOW APPROVED 17 I-BEAM INSULATED APPROVED OPTIONAL RAIN GUTTER %/ ROOF PANEL BEAM HEADER OPTIONAL NON-STRUCTURAL FASCIA INSULATED ROOF PANEL INSULATED ROOF PANEL TO APPROVED TO APPROVED MAY �� O 2000 BEARING WALL SYSTEM NON-BEARING WALL SYSTEM PANEL SPAN TABLE INCHSKIN N PANEL INCH LL=10 LL=20 LL=30 \ 1?('' I CAI 41\\ THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED IN THIS NOTE: �4 x �.,C Q- �`S AMp �i• EVALUATION REPORT MUST HAVE A CURRENT ICC-ES EVALUATION REPORT .032" - 14'-5" 12'-0" =4 4` 61 0 AND/OR CALIFORNIA FBH APPROVAL FOR USE WITH PATIO COVERS COMPLYING 4., .024" 21'-0" 15'-1" 121-4" ?2 2 f r WITH 2006 INTERNATIONAL BUILDING CODE,2006 INTERNATIONAL RESIDENTIAL .032" 22'-0" 17'-4" 14'-3" u 1 r m CODE AND/OR 2007 CALIFORNIA BUILDING CODE WHICH MUST BE SUBMITTED L NO.37948 WITH DURALUM PATIO COVER DRAWING.\ Exp.3131!08 op .I. . NOTE: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED DRAWN BY:(KPATIO COVER SYSTEM AS MFG.BY: TOM CAMPBELL&ASSOCIATES,INC. LIVE LOAD" JOB NO.GFO]-06]I DATE:10I23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING INSULATED ROOF 10.20636 psi DURALUM PRODUCT$,INC. SCALE:NONE PANEL CONNECTIONS HORIL WINO= 6260 ALPINE AVE.,SACRAMENTO,CA 05626 REVISED BY:K.K.&D.P. RANCHO CUCAMONGA,CA 18511]U-2107 00.1008110 MPH (016)4524021 FAX 403.1510 saIes690umlumcom SHEET 290E 29 . ai,, f) ,,,.0 i - , 1 .. r $ ) tf 1 t > Pi ) /{ i i f L , y !if....:,, t- l ` If T � a Ai n I 1 " f. c : .,if{Ila.kl���l( //(/gL^(Y > Y l 4 3 ,,,,,,,,,yyygift Jams. ��py� 1 . L 1 Ta 4 vi BCiWiiw #344248 �lv�[f t ,/ •iid amu- AluminumWood GraiaPatio- - -- �" a rs� ENHANCED LIVING SPACE Covers-and Patla Enclastiies. PATIO COVERS & SUNR00 M5 - I y .y pa�IO Deppb 30Yea(sFxPeienee'U�n5ed833734 No Pamti gr c,No Ter e��N-o_of niiaMaintzna�IIe8 nce, .'S1mP19 Dte Best' rt ':Ili ii u , Canitiiso 65mager: WAYN,E IOHN SM(IH (562)533 4869 • (9Q�),697-5787 '',,•-::,:',3":15.,<2";L,„, '4 " ll .p (626)614-0856•(951)553-'13$3 = 11, ws461pC•bo&P cont (312)703-3462• 014)'614-6312 t Celle 949 338=2611; atiadepaL-inccom, '..(818)447-7999 ola z94949comet= r:www,e. . , .. . 1 '. : C ^ .te r Feria -699.3378 TOM CAMPBELL & ASSOCIATES, INC. Commercial and Residential Structural Engineering • (951) 741-2107 June 3,2008 Building Official Local Authority Having Jurisdiction RE: Duralum Products, Inc. Patio Covers Design Parameters This letter affirms that the Duralum Products, Inc. patio covers, installed with solid rddf':panels or lattice purlins, as cited in the attached standard plans identified as Job No.'GF07-0674 and containing my professional engineers stamp and signature, comply with the roof live, snow, wind and seismic loading requirements cited in the 2006 International Building Code, 2006 International Residential Code, 2007 California Building Code, ASCE/SEI 7-05 (Minimum Design Loads for Buildings and Other Structures) and the 2000 Aluminum Design Manual, ADM-01. Please contact me at(951) 741-2107 or at ticampbell a(7.charter.net should you require additional information. Sincerely, ev$ �'� S gl.Cq�A s 2 f Tom Campbell, PE ~ EN�o:31a r