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13-0535 (PAT)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 13-00000535. Property Address: 81467 GOLDEN POPPY WY APN: 764-280-999-121 -300236- Application description: PATIO COVER - RESIDENTIAL Property Zoning: MEDIUM HIGH DENSITY RES Application valuation: 2979 Applicant: �e 0- Ti4 4 4 Q" Ov" Architect or Engineer: 0rlo(\ BUILDING & SAFETY DEPARTMENT BUILDING PERMIT --------------------- r ---------------------------- LICEN�D CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that 1 a licensed under provisions of Chapter 9 (commencing with Section 700 1 of Divis a n 3 of the Business d Professionals Code, and my License is in full force and effect. License Cla s:/C33 'CSI License No., 855623 Date: �(/ 66ntractor�i OWNER -BUILDER DECLARATION I hereb affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason ISec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State . License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_ I I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ( 1 I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued ISec. 3097., Civ. C.). Lender's Name: Lender's Address: LQPERMIT Owner: SHIRLEY CHANG 81467 GOLDEN POPPY WY LA QUINTA, CA 92253 Contractor: GOLD STAR CSTM PTG LQ PATIO 42335 WASHINGTON ST #F363 PALM DESERT, CA 92211 (760)574-1043 Lic. No.: 855623 V CE (760)'777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 4/26/13 ------------------ WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided or by Section 3700 of the Labor Code, for the performance of the work for which this permit is sued. �tl h ve and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier PREFERRED EMPLR Policy Number WKN1438262 I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become/subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shal frthwithrtfff tosse provisions. Dat Applicant:" WAR ING: FAILURE TO SECURE W KERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS 1$100,0001. IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. certify that I have read this application and state that the above infor tion is correct. I agree to comply with all city and county ordinances and state laws relating to building cons ction, and jr thorize representatives of this county o em upon the above-mentioned property for i ect.on pur o Dia S,ature (Applicant or Ager)0,pr Application Number . . . . . 13-00000535 Permit . . . PATIO COVER PERMIT Additional desc . Permit Fee . . . . 54.00 Plan Check Fee 35.10 Issue Date . . . . Valuation . . . . 2979 Expiration Date 10/23/13 Qty Unit Charge Per Extension BASE FEE 45.00 1.00 9.0000 THOU BLDG 2,001-25,000 9.00 ---------------------------------------------------------------------------- Special Notes and Comments PATIO COVER 224 SQ FT DURALUM 2010 CALIFORNIA BUILDING CODES. ---------------------------------------------------------------------------- Other Fee's . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 STRONG MOTION (SMI) - RES .50 Fee summary ----------------- Charged -------------------- Paid Credited -------------------- Due Permit Fee Total 54.00 .00 .00 54.00 Plan Check Total 35.10 ..00 .00 35.10 Other Fee Total 1.50 00 .00 1.50 Grand Total 90.60 .00 .00 90.60 LQPERII1IT t Bi' of La Quints BuiWfig gr Safety Division P.O. Box 1504,70-495 Caife Tampico fa Qutnta, CA 92253-:(760) 777-7012 Building Permit Application -and Tracking Sheet Pemdt # - Projca Address: ` 7 r �e. Owner's Names. A P. Number. Address: e)/Z/& ig.'t 1 Legal Description: ST. Zip: LQ j 9 t Contractor. n ((} Telephone: Address 5 — %D=iphon: city. s1 -zip: Palo., o., k�-Pu Tdephoae: %�j¢%K/ �D(t— State Lic. # : p�- City Lir. F; f jj (�,S� ArcfL. Eng, Designs: MM ` ity, STS Zip: City, Telephone: Construction Type: ocatpancy Stalo I.ic p: Project type (circle one): New Add'a Alter Repair Demo Name of Cont ed Person: Sq, Ft:� Stories: g Unita Telephone 0 of Court Person: Estimated Value of Project 4D7uV APPUCANT: DO NOT WRITE BELOW TFBB UNE d Submittal RWd geed TRAQMG PERM[P FEES - Plan SW Pian heck sabmltted Item Amount Structural Cates Reviewed. ready for corrections Plan Check Deposit. . Taus Cares. Called Contact Person Plan Cheek Balance. 'rifle 24 files. Purrs pricked up Constracdon Flood plain plan Plans resnbmiUed ' Mechanical Grading plan 2`! Review. ready for oorrecdoue=ue Freetrleal Subeoutactor East Called coatactPerson Plumbing Grant Deed Pians pidred up S.M.L H.O.A. Approval Pians resubmitted Gradtog IN HOUSE.- 3" Review; ready for correcfloaSli mc. Developer Impact Fee Planning Approval- Called Contact Person A.LP.P. Pub. WkL Appr . Date of permit issue School Fees Total Permit Fees SIDEWALK I NORTH ENTRY DRIVEWAY GARAGE 81467 GOLDEN POPPIE PROPOSED ALUMAWOOD OPEN LATTICE SHADE STRUCTURES EXISTING HOUSE A r O � ROOF Ed�E A ,O CONCRETE m I SLAB 22'-112" rn �o C' ®F LA QUIii1TA BACK YARD BUI ENG & SAFETY DEFT. 0 PROPERTY LINE TYP. APPROVED l®VED R CONSTRUCTION DATE I� ZA By RAFTWLBERTASLN * SEE SHT.15 FOR MINIMUM FOR BRE PACING O AND FOR 6E6W11LPR0J. Iti _ �8� liCNEDu ►IAOAR G p� 7811OF R \ LENGTH OF STRUCTURE VAR+ES NOTE: EACH COMPONENT IS INTER. CHANGEABLE WITH ANY OTHER N1� COMPONTENT UNLESS OTHERWISE SHOWN. t4�, OPEN LATTICE -TYPE COVER tl!>7> nu a MAYJ TYPE "E" ATTACHED SINGLE SPAN LATTICE aERTABLE m" trPALaN3 . LENGTH OP STRUCTURE VARIED R OF REQUIRED COLUMNS WHEN USING 2' X 812' SIDE PLATES. -Li417-ICE TYPESI INA I'm. yQg THS WYM6 9 DrellOVv •TYP! ITRUOTUR! an SCHEME CQVlRED i LOWTH OF STRUCTURE VARIES OLAS ARACILMEJT 18 USED WNSR! E,� OTE EACH COMPONENT 991NTER- pNA Ok TLE UNLESS SOTHERWISE SHOWN. L Y C \M TYPE "F" ATTACHED MUL LEM M OF STRUCTURE VARLES BION PLATES IN BCJNSOULE NOTE DOS OPEN IATDCE•TVPS FMUCf VMB d MAY�MSl COVERED. NOTE: EACH COMPONENT IS INTER- gym ar ax TOM CAMPBELL A ASSOCIATES. INC. LNE Lt3AD - CHANGEABLE WITH ANY OTHERFOO. �t NIL US UU'AIOERlID105 OATF-AW1l1012 COMMERU�' AND ��' ENOUdMIRING COMPONTIM UNLESS OTHERWISE SHOWN. eCMmuN NOTE: EACH COMPONENT 18IN• IE13 MOON, RANI= CUCAMONOA CA (05117412101 STRUCTURES NOPALWND- 110,100 S 110 LPH CHANGEABLE WITH ANY OTHER SCHOULE OPEN LATTICE -TYPE COVER FDaRNDwHmREOUIRED COMPONTENTUNLESS OTHERWISE SHOYVN. SCALE? NIB SEF SC NED. FOR FOOTNO OM FOOTWOWHERE REouDmO SEE 6Q6D. FOIi FOOTSIO CUBE S12i TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN TTICE STRUCTURE gym ar ax TOM CAMPBELL A ASSOCIATES. INC. LNE Lt3AD - Ano : ' UU'AIOERlID105 OATF-AW1l1012 COMMERU�' AND ��' ENOUdMIRING OP1IL20S30PA OURALUMPRODUCTS. INC. ' SCALE: NONE SIRMSEDW.ALE: RANI= CUCAMONOA CA (05117412101 STRUCTURES NOPALWND- 110,100 S 110 LPH MgALP8TSAV6.811CWWDM.CA11ES7S 0116 452.7071 FAX403.1519 YI�eSYEnaeOL SHEET 3 OF 33 ATTACHMENT CHANNEL SEE DETAIL SEESCHEDULE FOR SPANSO 'O.H ' NOT TO EXCEW 26% OF SPAN SEE DETAIL FOR SPLICE NF SO. POSTS SIZE VARE9 1k SEE SHT.1 S FOR MMMLIM NUMBER OF REQUIRED COLUMNS WHEN UMNO 2' X 0112' SIDE PLATES. SOLID PANEL TYPES TM ATTACHMENT CHHuALUMINUM E - TiNE BeV ROOF PANEL MIN. 02P SLOPE PER FT ECN SEE SCHEDULE FOR SPANS O. 'O.H.' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE OPTIONAL- CANTILEVETi SEE SCHEDULE FOR POST SPACING P * 00. POSTS. SIZE VARIES OPTIONAL CANTILEVER SEE SCHEDULE FOR OF ]TR'SLA13 ALTERNATE: BPµ N 317 SLAB ALTERNATE:'R�60TFVIIO X A SINGLE PST ATTACHMENT SINGLE POST WHERE PYBE USM ERMITTFO. BEE SCHEDULE WHERE PERMITTED. SEE SCHEDULJ: SS! SCHEDULE SEE SCHEDULE BPLICE AT THIBMAX HT.- 1T NOTE:NOSPLICEATTHIS MAX HT.■ 17 AT END BA POST AM ENDBAVV& CONAL FOOTING WHERE REOUNM c�S FOOTINGWHEREWHERE REQUIRED 8W SCHEDULE FOR FOOTING CUBE SEE ECOMPONENT tS �t7� Y �' ���i� FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER - WITH ANY CHANGEABLWITH ANY OTHER COMPONTENT WINLESS m COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "A" ATTACHED SINGLE SPAN W/CANTIL ION PE "8" ATTACHED MULTISPAN W/CANTILEVER OPTION ALUMINUM ROOF PANEL SM SCHEDULE FOR SPANS -O.H' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE 80. POSTS, SDP VARIES ALTERNATE: 3 1Q' SLAB SINGLE POST MAY BE USED SEE SCHEDULE TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHERE RECIVURED SEE SCHEDULE FOR FOOTING CUBE SIZE IR v 9' STEEL ROO � BEAM SEE SCHEDULE FOR POSTSPACINI ICE AT THIS Wn AAVs NOTE EACH COMPONENT IS INTER- CHANGEABLE WWITHANY OT14ER COMPOMTENT UNLESS OTHERWISE SHOWN. r ALUMINUM , ROOF PANEL MIN. 0.25' SLOPE PER FT EE SCHEDULE FOR SPANS-� 0. 1 'O.H." NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE 8 80. POSTS. SIZE VARLESSON, ALTERNATE 3 112' SLAB SINGLE POST MAY BE USED SEE SCHEDULE TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHERE RECAARED SEE SCHEDULE FOR FOOTING CUBE SIZE v2 x LT STEEL ROD SEE SCHEDULE FOR 'SPACINj Q� ICE AY THIS NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. I I DRAWN BY: F -X I TOM CAMPBELL A ASSOCIATES. INC. I I LIVE IAAD ■ 116143267121 OATZ u "NUM10.2011 io w URALUM PRODUCTS, INC. UPMOEN0108 sdLLf:NONE Ca►eERCtAI ANO R1910iNTMl S'TTtlICTUiAL ENOOt�1IL0 80UD PANEL ITRUCnmS HOMWIND• M ALPINE AVN., 11 CRAMENTO. CA 95MREWMED BY.RANCHO0JCAMCM% CA P$1174" 07 K 100 a I10 MPH FAX 403.1510 als@AnfoRmm SHEET 2 OF 33 r L ( a •T• i 90 MPH r r MArit (PSF) (IN.) EXP. B EXP 16' 12'-0' 10'-T Z42-- m4• 14'4' 14' ar :wr ee .024 24' 1 1 -A IAI- ALM. ALLOY 3O 4 W U OREQUX * BEE NOTE BELOW AUIfL ALLOY XXM-HW OR EQUAL * 9EE NOTE BELOW ALUM. XQ44W U + OR EQUAL 10 .032 16' 8 24' 13'•1' 11'•T 15'4• Sl -12'-0' -11'-T 10.280.30 Pd OURALUMPRDOUCIB•INC. . 042 19' 010' 1e'•6 22-2' 2r ~ -T• (IN.) 9 3' x 5' RAFTER 90 MPH 100 MPH 110 MPH 24" 1T-1' 1B' -r 18' Exp, B C EXP. B EXP.0 EXP. B 17 024 19 23' 20'-3' 20' 8' 18'-2• 1B'•9' 16'-T 21 2'-0' 1T-0' 10'-T 2' X 6 1/2' RAFTER 100 MPH I 110 MPH W. 18' .024 24' 16' 10 .032 24' 16' MPH orTARY 18' WIDTH TABLE 8 AS AMPT BY: 1� 1744 2'-0' 4174P -12'-0' -11'-T 10.280.30 Pd OURALUMPRDOUCIB•INC. . Is* :NONE ~ 7 B 9 10 11 1 10 042 14 15 28'-10' 8'-1 6-10' 8'•10' 8'•10' 26'-1' 17 024 19 1 20 21 2'-0' n0• 4 4 5 024 8 - 7 7 8 B 9 9 10 10 18'-0' 18'-T 18'-10' 14'-10' 1S 4' 19'-T � ARY B'•9' T-9' 8'•i' T -t• 5 8 19'-4' 12'•T 12'x• 11'-0' 11'3' 10'-0' 7 6 24 --0•22'•0' •-0' 22'-0' 20-0' 10 10 24" 9-9'B' 12 DTH1RSP4NARY+O.N. 9-9• 9'-9' 9'•8' 7 B 8 24� 13'-4' 13'-4' 13'44' 13'•4' 13'•4' 2'-10 13 7 7 22'- ' 20'3' 20'-8' 1 B'-2' 18'•9' 16'-T B 9 9 15'-3' 12'-8' 13'-1' 11'-0' 10 11 11 21'•6' 19'-10' 20'-3' I T-9' 18'-' 16•-r 13 Ili' .2' 22'-2' 22-r 27.4 27-2' 21'•8' - 8 1B• 15-3-3' 11 11 12 =1-4'-4*IZ-V 1S-0' 15'-3' 14'-9' 14 ��1618 1B' 1'-0' 1' 8' 21'•6' 1'•8' 1'•8'20 •�Z 20 .032 20 0321T•T '''18'-10'14'-10' iS•4" 13'-T - - - 14'-1' !0-0' 108' 9.6' - 11 11 18'-3' 16'•T 14'•T 15.1' 13' 3'24 15 '-2'11T2'''1T-T24' 12'-6'r 12'•8' 1T -r 12'-1' 24' 1T -T 1T -T 17'-T 1T -T 1T•7' 19' 19 19'-0• 1B' -T 18'-9' 18'-T 18'4' 18'-4' 18164' 18'•T 1T•1' 15-1' ' -10• 2S'-10• 25'-10' 23'-3• 24'-1' 21'-r 16' 19'-4• 19'-0' 19'-0• 19'-4' 19'•4• 18'-10• 18• 1B'-4' 18'-0' 18'-0' 1B'-0' 18'•4' T•9' 5.10' 5-10' S-10' B'-10' S'-10' B'-30 .042 �2 �2 15-10' 15'•10' 15'-10' 14'-10' 15.4' 13'-T 15-1' 1B'•1' 13'-T 14'-0' 12'-3• r24 21'•2' 21- ' 21'- ' 19•1' 19'-V 1T•3• 24' 5-10'15'00'15-115-10'1S 8'-1' 24•15-1• FIB 15-t' 15-1' 15-1' 15-1' 14'•T - 21'-2' 21'-2• 21'-2' 21'-2' 21'-2' 2744 18' 10.8 10$' 10.6• w4r 9'-9' 8'-8' 1B' IN -r 14'-2' 14'-r 13'-4' 13Ar 12-2' * NOTE SINGLE RAFTERS SPACED 1B' O.C. MAY BE USED AT 408 108' 10'•8' 1lY-0' 10-0' 10.2' 14'-r 14'•T 4'-2" 14'•2' 14'•7 '-10' 32.O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED .024 .024 8'-T 8'-T 8=T T•9' 8'-1' T-1' 24• 11'-8• 11'-0' 11'•8' 11'-0' 111-0' 10'-0' 24' O.C. MAY BE USED AT 48' O.C. WHEN DOUBLED.24. B' -T B=T 8'•P B' -T 8'-T 8'�• 11'-8' 11' 8' 11'-B' 11' 8' 11'•B' 11' 4• FOOTNOTE: 'SAMPLE' 13'3' 13'-3' 13'.9' 17.8' 13'-1' 11'•8- 18'-B' 1B' -B• 18'-8' 1T•9' 18'•4• 1B' -r 18' 3'3' 133' 13'-3' 3'3' 3'3• 3' 18' 8'-0' 8'-8' B'-8' 1B'-8' 8'•8' 18'3' FIGURE INDICATES 30 ATTACHED FIGURE INDICATES fi_ .032 30 A32 24' 10'-10' 10'•10' 10'-10• 10'-1' 10' 8' 8'•8' 24' 18'-3' 16'3• 15'-3' 14'-7• !6'-1• 13'-9' FREESTANDING 0'-10' OL10• Ot 1T 7-10' 0'-10' 0'-0' 15'-3' 15-r 15-3• 5'3' 6'.9' r 15-0' 18'-1' 16'-11 18'-1' 18'•1' 18'-1• 15'-1' 22'-T 22'-T 22'-T 22-T 22'-T 21'-r PROJECTION 18' 16'-1' 18-1• 8=1' 8'-1' 18'-1' 16'-8' 16• `T -T '-7• -T -T SPµ O.H. �Cj 4' 13'-2' 13=2• 172' 13'-r 13'-2' 173• 042 24' 1B•8' 18.6' 18'-8• 18'4' 18'•8' 1T3• �\ wQ' t3'•T 13'-2' 13'•2' 13'-2' 13'•4 12'•9' 1B' 8' B' 8' 8' 8' 8'-0' 1B' orTARY TOM CAMPBELL It ASSOCIATES. INC. WIDTH TABLE 8 AS AMPT BY: - CLEAR SPAN (Fr.) COMMERCIAL AND 86510@lMLSTRUC715tAL lNWNEEIUNO I RAPT@I SPAN! 10.280.30 Pd OURALUMPRDOUCIB•INC. . :NONE ~ 7 B 9 10 11 1 12 13 14 15 111 17 1 10 19 1 20 21 n0• 4 4 5 5 5 8 - 7 7 8 B 9 9 10 10 11 � ARY T • EXP. PAN 5 8 6 5 7 7 6 8 9 9 10 10 11 11 12 DTH1RSP4NARY+O.N. q 7 6 6 7 7 B 8 9 9 10 10 11 11 12 12 13 7 7 5 B 9 9 10 10 11 11 12 12 13 NOTE: TRIBUTARY ON MULTIPLE 8PAN918 - 8 8 10 10 11 11 12 12 13 13 14 ��1618 EQUAL TO CENTER SPAN TO CENTER SPAN 5 - - - - - 11 11 . 12 12 13 13 14 14 15 DRAWN B'0 EX TOM CAMPBELL It ASSOCIATES. INC. LIVE LOW- 8 AS AMPT BY: LAPWO ERI 0103BCA CAT MIQUIrM2 COMMERCIAL AND 86510@lMLSTRUC715tAL lNWNEEIUNO I RAPT@I SPAN! 10.280.30 Pd OURALUMPRDOUCIB•INC. . :NONE HOMWINO• em ALPINE AVE. SACRAMENTO. CA OM REVISED BY: RANCHO CUCAMONOA, CA (951)741.2107 90, 100 5110 MPH (915) 4524521 FAX 403.1518 UbS0dwWLgn=l SHEET 7 OF 33 MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER FOR ATTACHED AND FREESTANDING SOLID COVERS TABLE 1 TABLE 2 TABLE 3 (2) 2"x6 Y2" AND WALL HANGER, 3"x8" AND EXTRUDED AND 3"x8" WITH 6 Y" ROLL FORMED HEADERS STEEL HEADERS STEEL INSERT HEADERS NUMBER OF NO.14 TEK OR SMS SCREWS OF NO.14 TEK OR SMS SCREWS NUMBER F NO.14 TEK OR SIMS SCREWS S o PER FOOT OF HEADER LENGTH PER FOOT OF WALL HANGER AND HEADEENUMBER ENGTH R FOOTT OF HEADER LENGTHH 90 MPH 100 MPH 110 MPH 90 MPH 100 MPH 110 MPHMPH 0 MPH i lo MPH EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C 5 3 3 3 4 4 5 5' 3 3 3 4 5 2 2 2 2 2 3 3 4 4 4 4 5 3 4 3 4 2 2 2 3 3 3 6- 3 4 4 4 4 5. 3 4 3 4 6, 6 W33— 2 2 2 3 3 3 3 4 4 5 5 8 3 4 4 5 2 3 3 3 3 4 7 3 4 4 5 5 6 3 4--5-4 5 7' T 2 3 2 3 3 4 4 5 5 6 6 7 3 4 4 5 8 2 3 3 4 3 4 8, 4 5 5 6 5 7 8• 3 4 4 5 4 6 8• 2 3 3 3 3 4 4 6 5 7 6 8 4 5 4 6 6 7 3 3 3 4 4 5 g 4 5 5 6 6 8 9� 3 4 4 5 5 8 g� 3 3 3 4 4 4 5 6 6 8 7 9 4 5 5 6 8 7 3 4 4 4 4 5 10' 5 B 8 7 7 9 4 5 5 6 5 7 10 10 3 3 3 4 4 5 S 7 7 8 8 10 4 6 5 7 6 8 3 4 4 5 5 6 11 5 6 6 8 7 9 4 5 5 6 6 8 11 11 3 4 4 4 4 5 8 6 7 9 9 11 5 6 8 7 7 9 3 4 4 5 5 6 12' 5 7 7 8 8 1 4 6 5 7 8 8 , 12' 12 3 4 4 5 5 6 6 8 8 10 9 12 5 7 6 8 8 10 4 5 5 6 5 7 13. 6 7 7 9 9 1 5 6 6 7 7 8 13 13 3 4 4 5 5 6 7 9 8 11 10 13 6 7 7 9 8 10 4 5 5 6 6 7 FOOTNOTE: 'SAMPLE* &`0NY L FIGURE INDICATES 5 ATTACHED C'tLf?Q FIGURE INDICATES 5\� II �� 11 FREESTANDING s FAN BEAM 74dR 1-d' 11 FAN BEAM (19'-0• MAX SPAN) �9I�0 1113 Y FAN BEAM FAN BEAM 3 HEADER EBJNG FAN ANDD z[CORLIGHT FORURE T■.075' 2'r." 2 TY.(MAX 2 @' ul 30 be.) #12 S.D.S. SCREW #14 x 31/Y S.D.S. SCREW AT BEAM AT HANGER CHANNEL FAN BEAM ALUM. ALLOY 6083•T8 ATTACHMENT AT HEADER ATTACHMENT AT HANGER CHANNEL IAP40 Ela 01 95 otuww nfr. F1f. p,ATE:typ,Rpt= SCJLLE NOIR TOM CAMPBELL t ASBOCIATE9. INC. COftM�1L AND ReEIOENfl11L HTIe1Cf1/fAl E'MmiRlRIN6 YNi"iRNA RlO.tJeiED fbW hN8 t,fvr Law. 10,20a30pe MixitL Y/IfID • IPA -110 COVER SYSTEM AS MFU. BY: DURALUMPRODUCTS. INC. t200 ALPOIE AVC. 6ACpAYENTO, G WIN a�y� RANCMOGUCJIMON6tiG�7t174f.tt07 tfgttpattorpff (015)482-7021 FAx4osfsfe..p®em.trmean SHEET 80F33 COLUMNI POSTTY,P.ESF&SURFACE--MOUNT- ATTACHMENT-ZDET�AIL_S,� MAX. HEIGHT!! 10' ' �3 MAX. HEIGHT C =10' 0 ■3•SC xt■.188• 3.001SQ. y MOWS 3.00" S0. � H ■Q.xh 240• '1EA.4SoDE • Z I •3760 xt■.313• K ■a' 250' /,.049'STEEL aL B, s_ _ _� 618' PIASTiCPLUOry O O a 3' SQ. ALUM. POST ~ 3" SQ. ALUM. POST 1 MAG POST SQUARE WITH SIDE PLATESOD 30 -SU -STEEL -POST 3" SQ. ALUM. POST STEEL POST ALUAi ALLOY =4-+= ALUM. ALLOY 3004-H38 ALUM. ALLOY 6083-T8 ASTM A600 GRADE B lm ALUM. ALLOY 3.00' OR 6063 -TB ,;*— 2-40-� 1 I t 1.375' 75' 7n 8'0 HOLE FOR 3!8• MS ASTM GRADE 39 STEEL 2 FLANGES 2118• APART IWASHERAATBATANC96RSI E BASE FLARES TO 3"MOE EA. t T71 SDE OF FLANGES "� INSTALL ' X 1 ' w i' HDO 090 TYP. Lv 5.50' Nti 1-7118-0 HOLE WASFNER PLATE AT ANCHORS 8 2.318' HOLES FOR 110 MPH (1 2- W160 HOLESTYP. EA. SIDE ALUM -r BRACKET STEEL 'T" BRACKET 5 T ALUM. ALLOY 8063 -TS "H" BRACKET SD 3 VVVVVV 3 PER 31bE 3'x W ALUM. RAFT. BRACKET 3' x S' ALUM. HEADER HEADER BRACKET n DRAWN fff: EH DATE: tpiotaotz TOM HJIMPBELL i Al330CIATES, NNC. �•UWH1 LIVE LOO • 10. 20 i 20 Pd ATI R DURALUM PRODUCTS, INC. 1AwW ER! otos ■CA F NONE COUNERCIALAND RESIOSMAL GTRUCnPAL E NORM E I W POST T"4m - �f am ALPM AVE. SACRAM WO. CA 2506 eY; RA/IC/10 CUfAA1GNGA, CA (Y31171t•2tW B0. 00 4110D (01014!12.7021 FAX403.1516 xdn@ wVmmn SHEET 8 OF 33 HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3D04 -H35 1,wWALLFABTENERS 08� SEE TABLE llryWALL FASTENERS SEE TABLE AI.L)�1,A�60Y6'MCI O O ROLLFORMED HANGER EXTRUDED HANGER CHANNEL A34 FRAMING ANGLE SEE TABLE FASTENERS, SEE TABLE -1 R.F. OR EXT. HANGER CHANNEL, 2X OR 3X RAFTER BRACKET. -%- I. PANEL 2X OR ALUM. RAFTER FASCIA 60 WHERE ALLOWABLE PROJECTION EXCEEDS 16', ADD A34 FRAMING ANGLE EA SIDE OF RAFTER (2 PER RAFTER TO BLK'G) (24' MAX) EXISTING EAVE CONNECTION RAFTER A awe H9 PANEL LOCKS OR #a sm AT EA CONTACT ROOF PANEL (WIHERECONMOCOCCURS))I�tl AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED ALUM SOY 814 SMS ® FJ► CONTACT LL -10 LL -20 LL -30 LL -10 LL -20 LL -30 LL -10 LL -20 LL -30 WALL CONNECTION 1O #14 SDS 2.740' 6• D.C. T=.060' - WALLFASTENERS SEE TABLE SEE PAGE W FOR ALAI O fLOY APPROVED ROOF PANEL I.R. HANGEROC — EXIST. RAFTER HANGER I RAIL FASTENER TO FASCA WALL STUD. MASONRY OR CONC. WIND AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED DESIGN 16' O.C. CELL AT FASTENER) OR CONC. WIND SPEED (MPH) AND EXPOSURE 90, C 100, C 110, C LL -10 LL -20 LL -30 LL -10 LL -20 LL -30 LL -10 LL -20 LL -30 80 A B B C D D E E F 100 A B B C D D E E F 110 A B B C D D E E F O 2SCRIFTION OF LAO SC SEE NOTE 8 Til A-SOS26412 WIA34 FRAMING ANG AT RAFTER ?A' O.C. MAX. o B-SOS25412 W" FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24' O.C. MAX. 18'-1 C-BD825412 AT EACH MUD, /6' O.C. MAX. 11'-10' 0-316.0 It 4- LAG SCREW AT EACH STUD LL 1E-31600 x 11181 AT 16' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE •F-316.0 x 1 1J8' AT 12' O.C. INTO BOLID-GROUITED CMU CELL OR CONCRETE 28'-0• 'HILTI QUICK BOLT STAINLESS STEEL BEE NOTE 20SHEET 1 EXIST. RAFTER ALLOWABLE DECK! RAFTER SPAN RAFTER SIZE SPACING OVERHANG (L) WIND SPEED (MPH) AND EXPOSURE 90, C 100, C 110, C 20 FULL 24.O.C. 16• 19'-2• 16'-3 12'-4• DURALUM PRODUCTS, INC, 2' X r NOTCHED 24• D.C. RANCHOCUGYONOAG (o61)741d101 26'-0- 22'-r 18'-1 19'-8' 14'-9• 11'-10' 2'k8' FULL OR26'-0' 2"x8• NOTCHED 24.O.C.24- 26'-0• 28'-0• 18'x' 1 22'-9' 16'-r 2"x8• FULL OR28''0' 2"x10' NOTCHED 24.O.C. I 2V -W 1 20-0' 29'-0' I 26'-0' 1 24'4' NOTE: (A) MAXIMUM ALLOWABLE DECK f RAFTER SPAN AT 110 MPH, EXPOSURE B Is 1a -r. (E) 2x4 RAFTER OVERHANG NOT PERMITTED FOR 110 MPH, EXPOSURE C WIND LOADS. 1. EXISTING ROOF OVERHANG DESIGN LOADS: RDL - 3 PO (MIN) TO S ptf (MAX) RLL - 20 8 3D psf 2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS 1,200 pal 3. ALLOWABLE DECK I RAFTER SPANS ARE BASED ON RLL -10.20, 8 30 Psi 1tJp LL-(Zpf118A45 EA. SIDE 20A1/30#LL=(2yI14 SMS EA. BIDE U-0RACKET i 1 v4' 3/4' OR 1112" T 2'x61R'OR 6' IN. 3' x 6' ALUM, RAFTER 314' OR 11/2' EXISTING WOOD STUD FRAMING 1.880-'—r -(2) #14 SOS ® EACH PANE 6• FRO ED C' J\ A[ � 1 •EXP. 0 3 113 NOTE* PROVIDE WATEpR�g CAULK JOINTS AND &%WNG `-- TO DRAIN AIM 2 EACH 114'0 x 3.117 LA0 SCREWS LL00 pd 1 2EACH 111e`BIISt/7LAO SCREWS LL&WAND 3Dpd (3 4 W.S. 114x/314• (r MIN. PENETRATHIN INTO EXISTING FAT10 Cove WOODS=) NOTE: USE LEDGER WHERE RAFTER SPACMO. EXCEEDS WSTWG STUD SPAMNO NOT,• BRACKET SEE 12% FOR ATTACHMENT NOTE PLACE'81fA FLEX' OR SIMILAR MAY BE MOUNTED MATERIAL BETWEEN BRACKET AND COMP. BELDWRAFTERWI RAFTER TO SHINGLE ROOFING TO PROVIDE BEAL SAME CONNECTXM. WALL CONNECTION 0 4O BRACKET CONNECTION DRAWN BY E14. TOM CAMPBELL 8 ASSOCIATES. INC HANGER CHANNEL LME LOAD • PAT10 COVER SYSTEM AS MFG. BY: IAPMD ERJI 0195 DATE: IMMAI2 cowwEReuLu+D REewENTw.srRUcnxuL e+DMBmONG AND eRAC+o3Y 10. 20 a 301 d DURALUM PRODUCTS, INC, SCALE: NONE R�gED�n RANCHOCUGYONOAG (o61)741d101 ATTACHMENTS HORIL VOW- 8%100aIIaN FH SM ALFNEAVE, LCRAMENT0. G 958M t1n462J021 FAX403.1119 ylmadWohPuam SHEET 9OF33 COLUMN]/AROSTlSURFACE" OUNT;SAND-FOOTING�--EMBEDMENT:"DETAILS LIPBRACKETewnH T BRACKET PUSE sror: afEtl'T'S11ACl03T USE WITH USE -POST TYPE �3 S18'e BOLTS 3"S� POST, POST TYPE aAAE,FAAHJ OR ILS x --f P. G. H J OR K FOR POST TYPB J SIM POST EOF POST OR r SO. POST ALLILI t @pF 4' 1N' M.B. THROUGH _ �M ilial OR 1R DEPTH OF �1R'0 BOLTS 18'INSERT POST , HILTIIONK FOOTING OR FFoafRiJ11OTHER x.1BS• r(2}1 POORfAlERBWEOGf-air TAKE= I I WL � ` CONDITIONS 4 5• I ASTM A3S I L%M. . E01. AW EACH 2WEMNWU[NTOEPrN \ STEEL Ill 3 1? MI LASTING SLAB POLOIEDCONCRETS Foolmsalaim r SO. POSTS TO CONIC. FOOTING ATTACHED ALTERNATE FTG. ATTACHED ONLY FOOTING & ANCHOR BOLTS Cue& sin sa ir amp • CUBE FTG' FOOTING SIZE SINGLE PO� EMBED. 18' ie' SO. 1r EXB&C 20' 21' SO. 12' Zr a 2rC I*vre 3114' 22' 25• SO. • 15• 2r 30. CUBED (4I.Ir" 3114• 24' 28• SO. 2(• 26' 32- SO. 23- 3V - 34• CUBED (4}5re•e 4- 28' 35• SO. 26' 35• • 30' CUBED (4)v4'0 4314' 3U- 38- SO. 25• 3G" 43'SO. 30• Ar -4r CUBED (4}14'B 4314- 3C 4r SO. 32' NOTES:, Bars eHAu BE Han KWIK BOLT TZ BTAINLE88 STEEL I.C.C. EVALUATION SERVICE INC., ERR -1017 OR EQUAL 35• Si' SO. 34' 38' S5- So. 3r 40' BO' so. 39' 42' Be so. 41* aa• Be' so. 4r • MM FOOTM VW rsw NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED NOTES: i, 00 NOT USE ALUM. T BRACKET WTTN 3X8 BEAM WANSERT, MAG BEAM, 4.OR r REAMS. 2. POST IXEE E INSTALL WASHER PALATE. 7X)i-X5WAT STEEL T BRACKET. 3. POW TYPE F DO ROTI USE STFEI. R` BRACKET Wir REAM. 3118• o 8 iM (M) 8EE FTC. OR 4- SO. POST (8TLI LIE IN BEAM IN ISLE PL.S/B'THK. _ _, 9 1 irr 1 1R• WELDED STEEL BASE PLATE 0 FREESTANDING BASE PLATE ANCHOR ea9E P1wrE ANCHOR BOLTS (SIZE a TYPE) (4)- 314.0 HILTI KWIK BOLTTZ STAINLESS 9'a8tic 518' STEEL PER LC,C. EBR -1817 OR EQUAL (4 3/4- EMBEDMENT DEPTH) ALTERNATE FREESTANDING FOOTING TRIBUTARY 80 MPH 100 MPH 110 MPH WIDTH EXB&C EXB&C EXB&C 10 OR LESS 31-4" SO x 3'-e" SO x 4'-0" SO x o�, RANCHOCUCAM Wkka(051)7414107 18" DEEP 18" DEEP 18" DEEP 20' OR LESS 4'-0" SO x 4'-7" SO x 5'-0.' SO x 18 DEEP 180 DEEP 18 DEEP DRAIYN B'f*" TOM CAMPBELL 6 ASSOCIATES, INC.COL- -N Y% LIVED- 10, 20 A 30 PATIO .8 Y" DURALUM PRODUCTS, INC. NPttG EW OtYS DATE IOMMM2 CORl.1ERCUl AND RESIDENTIAL BTRUCTUMLEN001EERM0 WA A►tfl � pd �VdND- 4MAP�AVE»BACRAMMO,CAi o�, RANCHOCUCAM Wkka(051)7414107 K700a110AV" (015)452.7Q1FAX40}1510a-WIM SHEET 10 OF 33 R -aBEAM . STYPES 2. U, I I I 9PLIOCCUURRSSS '�TJI Live ' SYSTEM AS ' BY: 2.57" a.er OATE:1NONE DATE:SCAL COMM RtRCIAL ANO RESIOENTW. STRUCRJRAL ENDINlERwo 2.19" fUVELO0pt j=MPR000CTS,INC. 10, 20 2.06" 2W L �- ' NONE RavmEDBY RAN�+owGMONOA CA (9e1)r.lalor 2.r .038• R.F. GUTTER tGeD ALPINE AVf- BACM, G 9ee29 (91e14e:•TOt1 FAX40-1619 .aom LY3H O ALUM. SOYALO004-S6 O 8.5" ROLLFORMED 4.5" GUTTIia ALUM. 4" I -BEAM O ALM LLOY3011440 O OR EQUAL x 8 BEAM W/ STL. INSERT ALUM. ALLOY 41063 -TS O 7"I -BEAM .oar 1t ALUM ORtGUALOY300naOe 16 OR fiOUAL ODBL. 3 x 8 BEAM SPLICE WHERE OCCURS TY ALUM. ALLOY 63-T6 MAG. GUTTER O 31113 \�,soar ALUM. ALLOY 3004•H36 OR EQUAL J 2 x 6 RAFTER 3. .042• L - ORROULLOY3M7e AL ¢OWL 00F 1 DBL. 3 x 8 BEAM ON W/ DBL 3 x 8 STL. INSERT sPucOCCURSS TTYYR AL N2166 ALLOY MAG BEAM O �� 2„ eet .032• ALUM. ALLOY 3004•H36 OR EQUAL J DBL. 2 x 6.5 BEAM :+ T•12OR14GA 7.8 b• ASTM ABU GRADE 60 I I I :+ --I 2.876" 1— 3x8BEAM O STEELINSERT 3.00" SO. —...h .Oaf ZTYP .28" ASTM A653 GRADE 40 EI3" SO. STEEL BEAX ALUM. ALLOY 3004•H36. OR EQUAL O K 3x8BEAM '•'� 376' I r . a.lss• ALUM. ALLOY e097•7e 376' 7" I -BEAM "C" OP DLICE / INSERT DRAWN BY: E N. TOM CAMPBELL 8 ASSOCIATES, INC. Live ' SYSTEM AS ' BY: IAPMO ERN 019E OATE:1NONE DATE:SCAL COMM RtRCIAL ANO RESIOENTW. STRUCRJRAL ENDINlERwo BEAM TYPE8 fUVELO0pt j=MPR000CTS,INC. 10, 20 INC.. ' NONE RavmEDBY RAN�+owGMONOA CA (9e1)r.lalor AMNO • 90.1WAINIMPHSHEET tGeD ALPINE AVf- BACM, G 9ee29 (91e14e:•TOt1 FAX40-1619 .aom II OF 33 4414 " tR' S.M.B. EACH SIDE OF 3• 8MPOST 6 TOTAL) ALTI,RNA ;1N'0 BOLT W/ WA9HE EA. SIDE OF r 60. POST _!°(+ ' 3.90. FWBT ALt 1 TE:1N'0 ELT W/ WA9EEER EA. SIDE OF r S0. POST 680.14 3' B0. POST GUTTER FASCIA MAO BEAM 3.80. POST 3'S0. STL. BEAM ALUM. ALLOY 3105-1-125 ` 1.50" 1 112' SO. OR 2" LATTICEyTUBE ALUM. ALLOY 3105-H25 .28'1 3" �r— F 2'x3' LATTICE TUBE �`CONNECTI ' x S' x .042" BEAM, "SQ. STEEL OR IAG BEAM. ® 90 MPH - USE (4)-#14 SDS ® EA. SIDE TOP & BOTT. TOT.=18 100 & 110 MPH - USE (8}#14 SDS @ EA. SIDE TOP & BOTT. TOT -=24 X 3" ALUM. OR TESL POST 13 I H - BRACKET TO POST 1 112' SO., 2' SO., OR 21t3 LATTICE #8x;2 -SMS, 21/Y ® 3' O.C. MIN. "'OR 3 1117, TYP. UP TO8'O.C. MAX. (4). #14 x 314" TEK SCREWS ® BRACKET TO RAFTER � � �1/2' MIN. al �� RAFTER h O o 75 (4) - #14 x 314",TEK-SCREW OR (6) #10 x 314" TEK SCREWS 17 BRACKET TO BEAM LATTICE TUBE TO RAFTER "U" BRACKET - RAFTER TO BEAM . O AILS "L" FASTENERS 1'-0' 4 - #14 6DS T-0' 8'- #14 SDS T-0' 12-#14SDS PASTENER SPACING ■ 3/4' 014 It 112' S.M.S. TOP & BOTT. (2j TOT. ROOF PANEL ROL FORMED OR — ExTRUDSD OuTTER #14 S.M.S. @12'O.C.— FASCu EXP. 03/31 L FASTENER TO FASCIA - SEE TABLE — FASTENER TO RAFTER TAILS - SEE TABLE .� OPTIONAL LATTICE TUBES o e FFASTEPNER S tf2' GROU 00 ALUM. BRACKET X 2' Ir 1' 'L" BEE TABLE RAFTER "TAIL" TO GUTTER 15 DRAM TOM CAMPBELL 8 ASSOCIATES, INC. ;... . IAPYDBR1018! tIl t/EX. � A A►� LBT ��LE HSOR�MO -m TO P0� 10.10 3oa o.t DURALLIMMON PRODUCTS, ANO. 0�&rME ATfAW11ENT EIOm"No• CMALPWBAVI,BACRAMIRMCA"m REwsmBY. RAnL7tocuGYDt4tEArJLIYiftIT4t�t0I ootooattowPlE IotaA4a2-To11FAX403.tetoaolaGauwR�. SHEET130F33 SPLICE DETAILS 11 SIMPLE SPLICE FULL MOMENT r u. r All ro Tm TYP. TVJIMSS (24 01 TOT S. II n 6.3e' TYP. THICKNIPB --.035- II � 11 t p t t tt t tt t tt ALUM. ALLOY 3004-H38 ALUM. ALLOY 3004.438 OR OD83-TS FOR EXTRUDED OR 6063 -TS FOR EXTRUDED NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR SAYS AT ANY LOCATION EXCEPT AT END BAYS SPLICES - ROLLFORMED & EXTRUDED FASCIAS NOTE IF SPLICE OCCURS AT ALTERNATE INTERIOR SAYS, A SINGLE 12•'SIMPLE CSPUCE (ONE SIDE OF WED) Y BE USED. $' / mma mom ---4. ocn,n6 .07(r TYP. ALUM. ALLOY 6083 -TO 4" I -BEAM TOTAL- (S}11Y0 BOLTS (4 (4 F1q'0 MAL B. BEAM . o- BRACKET (CENTER AT COLUMN). P 9 G. _ SECURE TO EBEAM 0 0 W/ "14 TEK SCREWS OOM4�ANCHOCU RESIDENTIAL 2. V I -BEAM ALUM ALLOY AS NEEDED TO CLEAR (6061-T8) ALTERNATE 0 0 POST, SEE SCHEDULE STL. GBEAM LTO POST W/ (2) - 618' 0 )NAL F� SO. POST THRU490LTS 04' FBEAM, AND 4BEAMS 0 THRU BOLTS 18• 1" 3,-0" BEAM TO POST CONN. G CL EJ MOMENT GBPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR SAYS, A SINGLE 12' SIMPLE CSPLICE (ONE SIDE OF WEB).MAY BE USED. SPLICE VM Occur ALUM. ALLOY W63 -TB 7"I -BEAM MOMENT C V UCE BEAM TO POST DETAILS %—(2)C10 B.M.S.®EA. VALLEY,TYP. ROOF 45x3AL'UM.'P BM. OR 71x4' ALUM. T SM. AT T l4EAM:--/ ADD *C* SPLICE X 18' LONG (4 (4 F1q'0 MAL B. BEAM AT LCOLUMNS- BRACKET (CENTER AT COLUMN). P 9 G. _ SECURE TO EBEAM IAPYOSR/Ol% W/ "14 TEK SCREWS OOM4�ANCHOCU RESIDENTIAL NOTCH I -BEAM FLANGE I -BEAM ALUM ALLOY AS NEEDED TO CLEAR (6061-T8) ALTERNATE I SQ. POST,CONNECT WEB POST, SEE SCHEDULE STL. GBEAM LTO POST W/ (2) - 618' 0 )NAL F� SO. POST THRU490LTS 04' FBEAM, AND 4BEAMS 0 THRU BOLTS kAAY BEAM TO POST CONN. B' . 03/31/13 N12 METAL BACKED, NEOPRENE WASHEREO TEK SCREWS 8 S' O.C. MAX STAGGER IN BEAM .— FLANGE ROOF 45x3AL'UM.'P BM. OR 71x4' ALUM. T SM. AT T l4EAM:--/ ADD *C* SPLICE X 18' LONG (4 (4 F1q'0 MAL B. BEAM AT LCOLUMNS- BRACKET (CENTER AT COLUMN). P 9 G. _ SECURE TO EBEAM IAPYOSR/Ol% W/ "14 TEK SCREWS OOM4�ANCHOCU RESIDENTIAL EQUALLY SPACED - 20 MDR2NAND" 1ORtit No 1• FROM ENDS. 2- 318'0 M.B. THRU STL T BRACKET TO POST. POST, SEE SCHEDULE ALTERNATE BEAM TO POST CONN. OrawN 6r: E.N. TOM CAMPBELL A ASSOCIATES, INC LIVB LOAD ■ P 9 G. _ IAPYOSR/Ol% DATE I=t2M2 3CAL8NON! OOM4�ANCHOCU RESIDENTIAL 6t W 6FL10ED6YM.6 20 MDR2NAND" 1ORtit No DURAL IN PRODAMS CRAM INC. 62QiALPINEAYE.8AC71AMEHTO,GW676 REVISED By. A051)RAIINdatE�GYO RANCHO CUGYON up61)T4wt67 60.106a110 MPH (oto)452-Ml FAX467.1616 ados@&rnhrRrxm SHEET 120F 33 L.L. r90'.MPH : - AT_TI 1 10# L.L. 90 MPH - FREESTANDING OPEN LATTICE COVERS 12' OR LESS EXP. R Be C I 5, 3-d-0. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL2"x6.5"x.032" BEAM 3"x8" BEAM WINSERT DBL. 3"x8' BEAM 27 G OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT G 10'-0' MIAXCOL SPACING MAXPOST MAXPOST MAXPOST MAXPOST MAXPOST SPACING FTG. FTG. SPACING FTG. MPOST FTG. SPACING SPACING M1N. MIN. MAXPOST MIN. MIN. F�TNC3).T S(SPAN) ON9LAB• FST FTG. POST SPACMG FTG. POSTFTG• POST (SPAN) (IN) TYPE N'L) (SPAM DN•I TYPE (IN•) 2'>tS6FOR�072' FOBEAR 3 -MB• (F TYPE(IN•I TYPE ON-) (SPAN) ON.) TYPE (IN.)TYPE J 5' 13'-T 36 J B 181915'15,7" B 222 10'-B'10'-8' 10'-910'-9' B 1 yp 23' 23,_2• 0'3 28 2 15-7' 2 I 10'-8" 3 2g G 1 14'-014,-9 B 21� 9'-3" g' -Y 35 B 2532'-8 K 28 C 5'6' 9'-8" 28 G 11'-4" 20'-4" 32 I B B 11 1 Zp 20'�p 2 28 Z81-19 "1 2 28 14'-0' 31 8 9'-3" 121 13'.913'-0" 9.3 g g " „7' B 21 8'-T 9'-1'-1" 28 4 B p J 29 E" 37 S'-8' 6 B B 1 19'-08'-0" 19'-0' 31 H 2 28 2T-8"'-8'2 7 , Y 2' 13'-3" 2021 t2'�12',,) 8 -� B 22 7'-8' 8'-2' �_2" 21 C 27 G 30 E 7' 8, 8,-0" T-8' B B 121 1T-17'-1' C 2 230 F 8' 28'-1 ' 34 J 8' 9' 11'-8" 4 7'-0" 22 7'-3' 7'-9' B 12-4 30 27,-1 'p10 T-8' 27 9,7,_7.20 14" B B 20 18'-1" Ci 25 24'-4" 29 F8' 94 8'-8" 28 G 11'-8' 27 7'-3' 7' 9' 28 G 18'-1' 30 H 24'-4" 33 J 22 11'-8' 24 7'-3" -9" 23 8'-8" T-4' B 21 18'-1" 27 27 4' 29 T-3" 10 "2110'-9' 6 -92• 27 B B 20 15'-3' C+ 25 3'-2' 29, F 1011' 10, 26 G 22 10'-9' 2110'-2" 25 8'-8' -4' C 23 8'-5' 8'-9' 23'-2" 33 J T2 15'-0" 28 3'-2" 8'-2' 32 10'-9' 29 8'-2" " B B 2 E 2 2 232 F 11' I '-2" 35 23 10'-2" 21 g-0.23 B 25 B'-5" -9" C 2 8,.8'-0' 8'yn 11 4 7 10'-Y 27 8'-5' 8'-9' 27 G G 14 - 29 G 28 1-3 ' •-7' 11 , -0• 29 B B 0 13W 222 E 2 2 F 12' 4'-7' 31 H 8'-0' 2124 9 5.9' B 25 6'-b" C 2 5'-8" 6'-2• '-2" 34 13'-0" 28 20'-4" 28 G 27 28 G 2 '-4' 32 I 3 ! 5_2. " B B 2122 1 E 2 _a, 3 93 F 13' 8'-0• 8'-2' 8'-5' 29 8 B Z8,` 5'-8' 30 2=10' 20'-4" 28 J 13 1 10# L.L. 90 MPH - FREESTANDING OPEN LATTICE COVERS 12' OR LESS EXP. R Be C I 5, 27 G 30 G 10'-0' 10'-9' 27 23'-2' 33 J 32'-8" 36 J 0'3 28 15-7' 32 I 10'-8" 0'-9' 2g G 3'-2' 35 '-8" 38 K Be 6 9'-8" 28 G 14',9' 29 9'-3' 9'-9' 26 20'-4" 32 I 29'-1 ' 35 J , '-8' 28 14'-0' 31 H 9'-3" '-9' 28 G 0'-4' 35 J 9'-10' 37 6 7 9 -Y Z8 ' G 13'.i- 28 8'-7' 9'-1' 28 '-1" 19'-0' 31 H 2T-8" 34 J 7 , Y 27 13'-3" 30 H 8'-T 27 G 9'-0" 33 J T-8' 37 80 8'-9' 25 G '-9' 12-4' 28 G 7'-8" 8'-Y 25 F '-2" 1T-1" 30 28'-1 ' 34 J 8' 27 12-4 30 T-8' 27 G T-1" 32 I 5'-10 38 94 8'-8" 28 G 11'-8' 27 7'-3' 7' 9' 28 G 18'-1' 30 H 24'-4" 33 J 91 27 11'-8' 29 T-3" -9' 27 G 8'-1' 32 I 4' 35 10, 26 G 10'-9' 27 28 G G 15'-3' 29 G 23'-2" 33 J 10 , 8'-2' 28 10'-9' 29 8'-0" -4' 2B 15'-3" 31 I '-2" 35 11 8'-0' 27 G 10'-Y 27 8'-5' 8'-9' 27 G G 14 - 29 G 2 - 32 I 11 , -0• 29 10 -Y 29 8'•5' =9' 29 4'-7' 31 H 1'-3" 34 J 12' 28 G 9'-0" 28-0' 28 G G 28 G 2 '-4' 32 I 12 , -T 29 9'-9" 9'ti5' 29 28 5'-8' 8'-0• 8'-2' 8'-5' 29 8 3'-8' 30 H 20'-4" 34 J 13 1 -1 28 G -8' 31 I 13 , ' 4• 3o O s's 30 H s -B" '-2• --T2-,-lo, 3o H 19'-8" 33 J no SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED F007M0 WITHOUT SLAB. WHERE BULB oClxm' C1BED FOQTm Wag MAY SE REDUCED S' EACH SIDE FOLFREEWrANDING ONLY. BEE ALIERNATE FOOTMO TABLES SHT.10 FOR ATTACHED IFREESTANDING COVERS • THE MAXIMUM COLUMN SPACING ON EXolNIO THE SMAIAM OF THE MAXIMUM SPACING SHO COLUMN OR THE MAXIMUM POST SPACING, BHI SELECTED SEAM. FOOTNOTE. 'SAMPLE' INDICATES EXPOSURE B—a FIGURE INDICATES EXPOSURE C WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. S A C. I 10# L_L_ 100 MPH - ATTACHFD OPFN LATTICF CnVFRS r -YD a 1a r I :I:a2=11_101NJILMR*]JW1IWA111t91MOMTJAaI 5 DAWN BY: B.N. OATS t6Nif27tx 3' SO. STEEL BEAM I DBL. 3"x8"x.042"BEAM DBL.2"x8.5"x.032" BEAM 30x8" BEAM w/INSERT `-" " DBL. 3"x8" BEAM 15'-7"_-,31 H OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT 10'-8' 10'-9" 28 23'-2' 35JH191_81 '-8' 38 J (061) YPH 5 , . 0'-3` MAX.COL. MAX.POST 15'-T 33 J MAX.P09T 10'-8' 0'-9' 3D H MIN. MAXPOST MAX.P09T OSTMIN. SPACING SPACING MIN, MIN. MAX P09TSPACING jS 6 SPACING FTG. POST FTG. SPACING FTG. POST FTG• FOR DBL FOR 3'x6• FM POST FTG• NG FTG. POST FTG SPACING FTG• pgT FTG. POSTON '-B" SLAB* (SPAN) (IN.) TypE (IN.) (SPAN) (IN.) TYPE (IN.) (IN.) TypE (IN.) N) (IN.) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) TYPE 5 13 -7 " 10'-3" B 19 15'-7' B 22 .10'-0" 10' 8' B 19 23'-2" 25 32'-8' B 29 28 C 5 , 8'-T 29 10'-3' B 21 15'-7" 24 10'-8' 101-90 9'•3' 9'-9" 27 G 2i T-2' 27 2'-e` Z5 Z8'-1 B T-8' 8'-2" 26 30 8, 8 11-4 " 9'-8' 20 14'-9' B 22 B 20 20'-4• 29 E 8 , $• B 22 14'-3' 11'-8' 29 G 25 9'-3' 9'-0" 8'-T 9'-1 • '-1" 8+ 22 0'-4' 28 9'-10' C 26 2T-8' 31 C 11'-8' 31 T 9 -8 " 9'-2' '-2' 20 13'-3" B 23 B 20 19'-0' 29 E , 7 10'•9' 28 6'-8' T-4' 28 G B 22 13'-3' 25 8'-7" T-8" 8'-2' 22 9'-0' B 28 T-6" 28 25-1 ' C+ 32 15'-3" 3329 • 31 8 8-6 ■ 8'-9" 21 12'-4' B 24 B 21 Ir -l' 30 F 8 , g+_g• B 23 12'-4' 10'-2'H 26 7'-8' 8'-2' 7'-0. T-9• '-9' 4'-T 331'-3• 30 7'•1' 29 5'-10' (� 2729 24'-44 33 E T-7" 9, �,-7" 8'-8"8�-0• 32:2.2 11,-011'-8" B 2 B 2123 181 in 3133 •F 9, 8'•9'H B 24 4' 38 28 7'-3" 6'-8' T-4' 13 16'-1 • 23�- C 2 5'-8` 6'•2' 3D '-Z' " 33 J 10' 6'-9' 8'2-8-2' 101.910'-9' � B 2 B Z123 15'-05'-3' 3434 F 10' 35 B 4 26 B'-8' -4" 8'-5. 61-9' '-9• 30 T-2" 2 21.21'-3' 11, 8,-2' 8'-0 6'34 2 25 10'-210,-2' B 2 B 2123 4 31 F 11, -0" B 27 8'-5" 8, . 8'-b• 4'-7" C 30 2830 20-4-20'x" 12' T-8" T-7' 23 Z5 919% B Z 25 B 7224 -63'-6 32 F -7' B 27 8-0" 8�.5" 5'-0' 8'2' C 181 9,-8° E 2 35 13' 5'-2' T-4' 2 9'-5 C 2 B 2 12 -1 '-10" 3 95 ::[12 13' �" 2b 9,•5. B 28 S' -B' 8,-2" 24 31 I :I:a2=11_101NJILMR*]JW1IWA111t91MOMTJAaI 5 DAWN BY: B.N. OATS t6Nif27tx TOM CAMPBELL 8 ASSOCIATES. INC °1'ENQMMM ��Ea 28 15'-7"_-,31 H AND�mnAL RAN= WGINON07� CA 711.210't D• 10'-8' 10'-9" 28 23'-2' 35JH191_81 '-8' 38 J (061) YPH 5 , . 0'-3` 30 G 15'-T 33 J 10'-8' 0'-9' 3D H 3'-2' 37'-8' 20'-4' 34-1 41 K 6 8'-8" 28 G 14'-3' 31 H 9'-3' 9'-9' 28 '-9' G ' 37 J 6 , '-B" 29 14'-3" 33 J 9'�' 30 0'-4' 389'-10` 19'-0' 33-8" 40 K 7 9'-2" 27 C7 13'-3' 30 8'-T 9'-1' 27 '-1' G 38 J 7 , -2' 29 13'-3' 32 1 8'-T 29 9'-0' 357'-B' 1 T-1' 39 K g, 8'-9' 27 G 12'-4' 29 T-8' 8'-2" 26 J 8, 29 2'-4' 31 l 7'-8• 8'-2' 28 G 7'-1• 34 18'-1' - 31 K 28 C7 11'-8' 29 G T�' 7'-9' 27 G J a23 8+ 30 11'-8' 31 H T-3' -9" 29 1H'�1' 34 15'-3' 31 10 29 G 10'•9' 28 6'-8' T-4' 28 G , 8'-Z' 30 10'-9' 30 H B'-8' al' 30 15'-3" 3329 • 31 10'•2' 8'-5' 8'-9' 29 G - 34 11 , 30 H 10'-2'H 6'-5" 8'-9" 30 H 4'-T 331'-3• 30 36 . T-7" 29 9'-9" 1297GTI- 6'-0' 8'-5' 29 '2 J 12 '-T 31 H 8'•9'H 6' 0- 6'- 31 H 3'-8' 32ZO' 30 4' 38 13 -30 • G 5'-8` 6'•2' 3D '-Z' " 33 J 13 , 1 9'5'1 5'-8' 2'-10" 329'-8' 35 ram SHOWN REPRESENTS LENGTH OF � EACH BIDE AND DEPTH OF CUBED FOOTING WRHOUTSLAB. WHERE BLAB OCCURS, CUBED PDOTING 81ZE MAY BE REDUCED E' EACH SIDE FOR FREESTANDING ONLY. BEE ALTERNATE FOOTING TABLES Ver 411 MR ATTAPUM AL VOrloStrA1111111111 flIkORA THE MAXIMUM COLUMN SPACWGONEXISTING FOOTNOTE: 'SAMPLE" THE SMALLER OF THE MA)pMUM SPACING SH COLUMN OR THE MAXIMUM POW SPACW0 INDICATES EXPOSURE S_� SELECTED BEAM x FIGURE INDICATES EXPOSURE C 1 0. C37 WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. SAC., DAWN BY: B.N. OATS t6Nif27tx TOM CAMPBELL 8 ASSOCIATES. INC °1'ENQMMM ��Ea PATIO COVER MI; AS MFG ' OURALUMPRODUCTB,INC. uPMDear0105 BCJLLE: NONE AND�mnAL RAN= WGINON07� CA 711.210't D• Imp ALPI! AVB. BACMIEMO. G OdBm SHEET iT OF3,REVISEDBY: (061) YPH (116)IB2-1tQiFAX16l16tp�Iw�A,rtlW,tmm .