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04-4444 (PAT)Ti4f 4 4 " BUILDING & SA-FETY DEPARTMENT O. Box 1504 (760).777-7012 -495 CALLS TAMPICO FAX (760) 777-7011 �WUINTA, CALIFORNIA 92253 INSPECTION REQUESTS (760) 777-7153 BUILDING PERMIT Application Number Property Address . . . . . APN: Application description . . . Property Zoning . . . . . . . Application valuation . . . . -04--0D-004444__. Date 5/20/04 45235 COLDBROOK LN 604-413-002-11 -23995 - PATIO COVER - RESIDENTIAL LOW DENSITY RESIDENTIAL 4389 Owner Contractor ------------------------ ------------------------ BROCKMAN JAMES R OWNER yTTi1T /1bL T?TLE c�5 X35 (ZOLDBP-004 LA.) - Pd� LA q44 /N T,4 CA 9 9 9 9 9 - ------------------=---------------------------------------------------- ---- Permit . . . . . . .PATIO COVER PERMIT Additional desc Permit Fee . . . 7.2.00 Plan Check Fee 46.80 Issue Date . . . . Valuation . . . . 4389 Qty Unit Charge Per Extension BASE FEE 45.00. 3.00 9.0000 THOU BLDG 2,001-25,000 27.00 -------------------------------------------------------=-------------------- Special Notes and Comments 330 S.F. ALUMAWOOD PATIO COVER ---------------------------------------------------------------------------- Other Fees . . . . . . . STRONG MOTION (SMI) - RES .150 Fee summary ----------------- Permit Fee Total Plan Check Total Other Fee Total Grand Total Charged Paid Credited 72.00 .00 .00 46.80 .00 .00 .50 .00. .00 119.30 .00 .00 Due 72.00 46.80 .50 119.30 P.O. BOX 1504�� VOICE (760) 777-7012 Taf 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 INSPECTIONS (760) 777-7153 BUILDING & SAFETY DEPARTMENT Application Number: 0q, 14uLJC4 1 Date: 6-.20-04 Applicant: Applicant's Mailing Address: Architect or Engineer: Jas G Architect or Engineer's Address: Lic. No.: 2-1115- 1'5 �KP �- o --20o,S BUILDING PERMIT DECLARATIONS LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Class License No. Date Contractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also .requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors' 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 Ahe applicant to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, or my employees with wages as their sale 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 or 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.). U 1, 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.). U I am exempt under Sec. , BA P.C. for this reason ate S Zo 0u WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. _ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this pernit is issued. My workers' compensation insurance carrier and policy number are: Cartier Policy Number I certify that, in the performance of the work for which this permit is issued, 1 shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. 6� 20-01F c�a vvtPs WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name Lender's Address APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby ma,0e 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, indemnity and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above ntioned property for inspection purposes. bate -Q Si nature (Applicant or Agent): -;gwvv -Asnv 3a -Oar> tw vs. N�S M "fit OF, X t� 11 Q 10 ® rpt -'1 Vv 0 i „Sb,9 -ZLL- r47 77®Otq'�Z7V .5'2Z - C f 7 �dlr) 'p+vM 31"0► �r o Z. %1A OWNER/BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "Owner/Builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the City or County. They are also required by law' to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200.00 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. If you are an employer, you must register with the State and Federal Government as an employer and you are subject to several obligations including State and Federal income tax withholding, federal social security taxes, worker's compensation insurance, disability insurance costs and unemployment compensation contributions. There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. For more specific information about your obligations under Federal Law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Adminstration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If -the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "Owner/ Builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N. Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Very truly yours, CITY OF LA QUINTA DEPT. OF BUILDING AND SAFETY 78-495 Calle Tampico La Quinta, CA 92253 (760) 777-7012 • (760) 777- ER'S SIGNATURE/DATE l�`S Z3s 6g D k_, PROPERTY ADDRESS del- 41g4q PERMIT NUMBER(s) 1 iN WF�iAIi _ NA)QMM RA �TF�' 24� g111-INICLUDES PQTi SPAGD SPACDIC FOQ1 032' .032' 151-0' 10•-0• 1/2'x024• 13!-3' L3'-5, 19 L)-0• 1/2'x.024• 12'-10' 12'-10• 19 W-0-. 1/2•x.024• 12'-6• lE'-d' 19 13'-0' 1/2•x.024• @'-L' 12'-1• 19 d s 14•-0• 1/2•x024• L)`-9' L)'-9' 20 i9 -o' 142'x032' L)'-4• •L)-4• 20 16•-0• 1/2•x.032• L)'-0- u-1' 20 01©©00aa©©EMEEM2om®©o0a 1T-0' 1/2x032' 10'-3• 10-10• 20 18'-0• 1/2'x032' 9"-10' 110'x• 20 19'-0' 1/2'x.040' 9'-5' 10 -4•. PO 2'x61/2'%W 9-0' 10-1• 20 M r" 1J2 %W V W -W C)-10' 17 7--V 28x6 1/2'x024• .9-8' Ur --r 17 10'-0' 2'x6 W2•x024• 9'-U' 10'-0' 17 U-0' 1/2'x0240 8-4' 9-8' 17 12'-0• rx6 1/2•x032' 7'-9• 9'64• 17 ON FTG. 13•-0' 1/2'x.032' 7-3- 7-0' 17 14'-0' 2'x6 1/rx032' 6"-10• 0'-9' 10 C2)-31PSM C2) -#12w6 19-0- 8'x6 1/8-x040 6-9 V -6r 10 16'-0' rd W2 -x.040- 6-1' 8'-3' 10 IL V -V 2'x6 UrxMV 7 =3' 9'-0' 16 7-0- 2-x6 1/2•x.024! 6-8• 0'-8' 16 10•-0' 2'x6 1/2'x0312' 6•-2' 8'-4' 16 • 8'x6 Vrx.038• 5--r 8-V 16 127-0• Vw6 1/2-x032• 5-4' 7-9' 16 13'-0- 2'x6 1/2-x040' 3'-0' 7'-6' 17 14'-0• 2•x6 L/2'x.040' I 4 -Li- I -P-3' 17 C at\F��� III El=mw ©®© ©©©00 ©©©M a©©M ©©©M ©©©M ©©®W 00©m ouElm o1Ma ©00 2=©©a©©0©©®©L©©©©o®©©©Io0�O00®a0Ov0®o0o00O0Lo®©o©©oo©j©©v©o©©©©©=®o0ov0©©©o0©©©v0a©®miiaLiLmig®m®®ommmoo"m0®m©omvmm©©©©®a©©©®©C©©©v©©©00000O0O000ao0o0oO000 ©00= ©=w ©©©M ©®M ©013 ©oom ©©©M ©©©m ©S== ©MOM ©NEW ©©©M ©®®W ©®©K Mr 032• AM" 14'-0' Mr 032' .032' 151-0' Mr .032' lu 31©©OOo©©aEMMMUom©©0o10 032' .040' 040' 8'-0' 424' 424' X24• 9.-.r -A24- .024• A24' 01©©00aa©©EMEEM2om®©o0a A24• .024• A32' lY-04 Mr AM- .032' k . 12'-0' . A32• .032' 'X32• EM©©000©©o�=R00©130091 VIII WEED -70 MPS WIND SPEED -90 NPH OF THE TLE SSHAALLL BE BY A aS� WD SPEED -70 VD SPEEED=90 ON SLAB ON FTG ON SLAB ON FTG. ON SLABOM TIONSCREWS CONNECTION FOR DETAILS ®AND ® SL" EMa©aoEI©©a�imovv©oa© C2)-31PSM C2) -#12w6 M-#14SMS DIAMETER EQUAL TO 70 PERCENT IN VOOD FOR DOUGI AS FIR LARCI OORTHO IOSNS AND A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED POtT1OL G!>-412SMS IR TEKS OR TEKS� 8 SOF v©130010©©©KMM3000O©E3OOEI OR SGF AMDEE OF OX 13F EAMDE � OF POST POST POST POST a©©Oao©©©§MZEZ,;mo©©Oa© C4 -TOT (4 -TOT 4 -TOT.) 4 -TOT.) 4 -TOT.) C4-TOTJ16 3/8'/xt- 3/8'/x2-. Lrr3/8•/ SCR) -3/8•/ L2x6 = B. 12 t/2• 1/20 w2 i/2' ESS V/ a V. Vn• V. V/1' EN®1300ooEM®cEM®NMMv©1300e EM131300000MEMN=NER©13000��o©©93 ME©©000©©©®000©©©0013 EM©13001]©©13132MEM�IEM©1300a MM0000KI©©0EMMMUWBIEM000093 a©1300EI©©©®MMom©©00a a©©Oco©©13®EK2MEao©[3==© EM©13OoEl©©©E3EA®mo©1300© EM©©Oo©©ooEMMMUom©©oo© M013000910013®®o®131300Do�C©- li 1 - M ♦ ill u SLAB. OPTIONAL FOOTING SEE TABLES E SEE TAN -E SPS T PA�TIDM C SEE TA>� �T� MINIMUM NUMBER OF POSTS. a©®vM �PpOSTp��TYPES. �- O1 x O24p•-V/ tHD-IM 14 IM x��ap p� I �6�4 S6lYr� ® x X24 .' t�o� 14 far im ��• / Q2)2054 M NM POST TYPEt AND © ARE USED FOR SLAB CONDITIOX POST TYPES ® AND m ARE USED FOR FmTING 20x 6'142' RAFTER TABLE B 0'-p' .024• .024• 1 A24' 9'-0' A24• .024' A24' �I 10'-0• A24• 024' .024' i 13'-0' Mr 032• AM" 14'-0' Mr 032' .032' 151-0' Mr .032' 040• 161-0' 032' .040' 040' 8'-0' 424' 424' X24• 9.-.r -A24- .024• A24' 10'-0' A24• .024• A32' lY-04 Mr AM- .032' k . 12'-0' . A32• .032' 'X32• N / ANCHOR JILT C- RAFTER TO BEAN RAFTER To BEAM o SLAB F1 2>#1� Gam-. GS o 1B a a :4 LEG EA LEG EA LEG EA LEG GENERAL NOTES AND SPECIFICATIONS IdILV. 4 -TOTAL.) (4 -TOTAL) (4 -TOTAL) (4 -TOTAL) BLQfMNG CODE AND THE 1982 EDITION OF THE ALUMINUM CONSTRUCTION MANUAL. 2>410415 C2)-#1 CD-Rnom m-otosMs ASIS. PLASH. PLT. WASH. PLT. :A LEG AFTER EA LEG SHT. U POST / SIDEPLATES GREATER YIELD AND ULTIMATE STRENGTHS. � TT �g 3. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 ,4 -TOTAL.) ASSEMBLY INIMUCTCONS RAFTER (4 -TOTAL) SCREWS FOR DOUGLAS FIR LARCH (NORTH) OR G A U. THE PART OF THE AT CONCRETE SLAB. SAFETY STAKE OR POST BASE CON ECTION A]ESCO ANCHOR: POST TYPES ® AND VIII WEED -70 MPS WIND SPEED -90 NPH OF THE TLE SSHAALLL BE BY A aS� WD SPEED -70 VD SPEEED=90 ON SLAB ON FTG ON SLAB ON FTG. ON SLABOM TIONSCREWS CONNECTION FOR DETAILS ®AND ® SL" M-HIOSMS C2)-31PSM C2) -#12w6 M-#14SMS DIAMETER EQUAL TO 70 PERCENT IN VOOD FOR DOUGI AS FIR LARCI OORTHO IOSNS AND A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED POtT1OL G!>-412SMS IR TEKS OR TEKS� 8 SOF OR SGF AMDEE OF OX 13F EAMDE � OF POST POST POST POST C4 -TOT (4 -TOT 4 -TOT.) 4 -TOT.) 4 -TOT.) C4-TOTJ16 3/8'/xt- 3/8'/x2-. Lrr3/8•/ SCR) -3/8•/ L2x6 = B. 12 t/2• 1/20 w2 i/2' ESS V/ a V. Vn• V. V/1' [BOLT. beLT. PASH•R PLTt WASH R PLT.1 IWASWR PLT. LF `EMW MrLSID.E OFJEA OF1 I 14'-0• 040' .040• X40• a 4" -a�cL�I�V."LALL �r,.xv�- i-su.>Iais- LA. -TIM PATIO COVER, AS MFG. IHYI UNITED DURALUME PRODUCTS, INC. 350 S. RAYNOND AVE. ETON• C''' 92631 PH GNEt. (714) 773-4011 JOB MI 99-20618 24 MAX. HOLES TO FACILITATE INSERTION AND TO PREVENT DAMAGE TO THE WOOD 1 OF 12 SHEET �� LA� SCREW. TLALSTL GENERAL NOTES AND SPECIFICATIONS IdILV. L ALUMINUM DESIGN AND STRESSES ARE PER THE: LATEST EDITION OF THE UNIFORM BLQfMNG CODE AND THE 1982 EDITION OF THE ALUMINUM CONSTRUCTION MANUAL. TAILS FOQTMIQTESI UlS PL ASIS. PLASH. PLT. WASH. PLT. THEY ARE REGISTERED WITH THE ALUX". ASSOCIATION AND HAVE EQUAL IDR SHT. U POST / SIDEPLATES GREATER YIELD AND ULTIMATE STRENGTHS. � TT �g 3. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 L POST MAY BEAR ON CONCRETE SLAIL ASSEMBLY INIMUCTCONS SAM OR ADESCO ANCHOR. . 2. POST TYPES m ANDAND IM MAY BE USED1/O® SCREWS FOR DOUGLAS FIR LARCH (NORTH) OR G A U. THE PART OF THE AT CONCRETE SLAB. SAFETY STAKE OR LEAD HOLE RECEIVING THE SHANK SHALL BE ABOUT SEVEN EIGHTS THE DIAMETER A]ESCO ANCHOR: POST TYPES ® AND OF THE SHANK AND THAT RECEVDNG THE THREADED PORTION'SHAL.L BE ABOUT ® SHALLSE USED AT F®TSHEET. OF THE TLE SSHAALLL BE BY A aS� POST TYPE SCHEDULE. THIS SHEET: IN IETER WOOD 1D H� TURNINGOOT WITH 3 TOTAL SCREWS NUMBER SHEET DRIVER OR OTHER TOOL. NOT BY DRIVING WITH A HA14NEL SOAP OR OTHER PER POST TO REAM METAL T O LUBRICCANT SHALL BE USED ON THE WOOD SCREWS OR IN THE LEAD HOLES TO TIONSCREWS CONNECTION FOR DETAILS ®AND ® FACILITATE IISECTIDMAM/D TO PREVENT DAMAGE TO THE WOOD SCREW. LAG SCREWS THE LEAD HOLE FOR THE, THREADED P13RTMN SHALL HAVE A DIAMETER EQUAL TO 70 PERCENT IN VOOD FOR DOUGI AS FIR LARCI OORTHO AS.TJL A-307 AND HAVE. STANDARD CUT PLATE WASHERS, HIOlM FOR XLTS AND A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED POtT1OL THE WOOD SCREW SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING VITH 3 I/2' TH L CONI. SLAB, PER ;I r n n E.R.NO. 4647. ALL BOLTS SHALL HAVE A MINIMUM CONCRETE 'i EDGE DISTANCE OF 6 BOLT DIAMETERS Fi THIS OPEN LATTICE -TYPE STRUCTURE { NOTE, &EACH DNS1 ALLATD]N SHALL BEAR AN IDENTIF7IMMIG TAG GUYING THE NAME AND MAY IQ DE ENCLOSEIL l ADDRESS OF T}E MANUFACTURER. DESIGN LOAIIS AND ENCLOSABILITY. POSTS MAY BE ATTACHED % ALLITEMS PERTAW NG TO EACH PARTICULAR INSTALLATION SHALL BE CIRCLED. CROSS - SECTION TO CONC. SLAB. IE., PROJECT. POST..SPACING. FOOTING DETAIL. ETC OPEN LATTICE -TYPE PATIO COVER iN SJ:ALEi NTS OR CO1NC. FOOTDnt& 30. OPEN LATTICE PATIO COVER SHALL NOT BE ENCLOSED WITH ANY -TYPE OF SOLID MATERIAL. AND THE DESIGN LOADS HAVE WLY BEET! APPLIED. TO THE HORIZONTAL PROJECTION AREA OF THE LATTICE. RAFTERS, BEAM, ETC. PER LCBA. CRITERIA 1L FOR ALL DETAIL REFERENCES. SEE SHEET 11 OF 12. I.C.B.O. E.S. DAIS -� FDX ENGINEERING INC. LATTICE -TYPE EVALUATION REPORT NO. 5580 20'-0' MAXIMUM A SCREWDRIVER 13R.01 TOOL.. NOT BY DRIVING WITH A HAMIQL SOAP OR F E JAMES M. FOX. STRUCTURAL ENGINEER JAMES G. FOX, CIVIL ENGINEER (562) 6060 TELEGRAPH RD. DOVNEY, CA.90 a 806-1337FAX927-2509 l I PRIJECTLUM OTHER LUBRICANT SHALL BE USED ON THE V® SCREWS OR IN THE LEAD LA. -TIM PATIO COVER, AS MFG. IHYI UNITED DURALUME PRODUCTS, INC. 350 S. RAYNOND AVE. ETON• C''' 92631 PH GNEt. (714) 773-4011 JOB MI 99-20618 24 MAX. HOLES TO FACILITATE INSERTION AND TO PREVENT DAMAGE TO THE WOOD 1 OF 12 SHEET �� LA� SCREW. GENERAL NOTES AND SPECIFICATIONS L ALUMINUM DESIGN AND STRESSES ARE PER THE: LATEST EDITION OF THE UNIFORM BLQfMNG CODE AND THE 1982 EDITION OF THE ALUMINUM CONSTRUCTION MANUAL. RAFT 2. ALTERNATE ALLOW M ALLOYS .MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUX". ASSOCIATION AND HAVE EQUAL IDR SHT. U POST / SIDEPLATES GREATER YIELD AND ULTIMATE STRENGTHS. � TT �g 3. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 n �6•AAT FQUTAIG. P.S.I. CONCRETE SLAB SHALL HAVE 3 1/2' MINIMUM THICKNESS AND SWILL IE IN SIDE PLATES SEE G® CONDITDOK ES. L EtYAIL.4. ALL FOOTINGS SHALL BEAR ON FIRM, NATURAL UN -DISTURBED SOIL OR CERTIFIED FsLjYPU SHT. u 3 FILL DESIGN VERTICAL SOIL BEARING PRESSURE = 1000 P.S.F. 5. ALL STEEL ME)OER SHALL BE HOT -DIP GAL.VAN120 OCR ELECTROPLATED MID w r CONFORM TO A.STJ4 A-446. GRADE C ASTENERS ALL F ASTENERS ]E ALLKWUMMAX f'' POST HEIGHT STEEL OR CADMIUSHALLUMM PLLATEIL ALL DO2024-T4. GAL.V NIZEDF LTS SHALL CONFORM TO AS.TJL A-307 AND HAVE. STANDARD CUT PLATE WASHERS, HIOlM FOR XLTS SHALL BE BOLT DIAMETER PLUS IAC' MAXIMUM. 7� EXPANSION 3OLTS SHALL BE HC.TI KWD( BOLTS KB RB 13 CARBON STEEL LROJA EL 3 I/2' TH L CONI. SLAB, PER ;I r n n E.R.NO. 4647. ALL BOLTS SHALL HAVE A MINIMUM CONCRETE 'i EDGE DISTANCE OF 6 BOLT DIAMETERS Fi THIS OPEN LATTICE -TYPE STRUCTURE { NOTE, &EACH DNS1 ALLATD]N SHALL BEAR AN IDENTIF7IMMIG TAG GUYING THE NAME AND MAY IQ DE ENCLOSEIL l ADDRESS OF T}E MANUFACTURER. DESIGN LOAIIS AND ENCLOSABILITY. POSTS MAY BE ATTACHED % ALLITEMS PERTAW NG TO EACH PARTICULAR INSTALLATION SHALL BE CIRCLED. CROSS - SECTION TO CONC. SLAB. IE., PROJECT. POST..SPACING. FOOTING DETAIL. ETC OPEN LATTICE -TYPE PATIO COVER iN SJ:ALEi NTS OR CO1NC. FOOTDnt& 30. OPEN LATTICE PATIO COVER SHALL NOT BE ENCLOSED WITH ANY -TYPE OF SOLID MATERIAL. AND THE DESIGN LOADS HAVE WLY BEET! APPLIED. TO THE HORIZONTAL PROJECTION AREA OF THE LATTICE. RAFTERS, BEAM, ETC. PER LCBA. CRITERIA 1L FOR ALL DETAIL REFERENCES. SEE SHEET 11 OF 12. I.C.B.O. E.S. DAIS -� FDX ENGINEERING INC. LATTICE -TYPE EVALUATION REPORT NO. 5580 F E JAMES M. FOX. STRUCTURAL ENGINEER JAMES G. FOX, CIVIL ENGINEER (562) 6060 TELEGRAPH RD. DOVNEY, CA.90 a 806-1337FAX927-2509 l I ATTACHED PATIO COVER WITH 24' MAX OVERHANG ty �• �� R WIND' SPEED -70 L 90 N.P.K LA. -TIM PATIO COVER, AS MFG. IHYI UNITED DURALUME PRODUCTS, INC. 350 S. RAYNOND AVE. ETON• C''' 92631 PH GNEt. (714) 773-4011 JOB MI 99-20618 1 OF 12 SHEET �� RAFTER S13F 24n= P TO BEAM EA LEG C4-TOTMJ TABLE 'C ED=Do ON "a 10'-0' 20x6 1/2-xA24' 6'-39 10•-4• 25 25 1613 V/T, SEE 3 12171414 -TOTAL) (4 -TOTAL) 21 W-30 1 83'-21 32 1 32 6- 13 NPH 1p 71-141 VD SPEED=110 2 8/ 129 12 B 11'-0' 2'x6 1/2'x.024' 5'-9• 10'-0' 21 27 6 4 3 21814 4 31 5'-9' 23'-1• 33 1 33 61-13. THICKNESS 6 SPACING 2 81-1413 i DET @ 94EET U FOR POST/BEAM 8/ 128 12 13R TEKS 12'-0' 2'x6 1/2'xA32' 5'-5• 9--8' 25 257 EASM OF 4 4 219 4 4 31 5'--5•.226-31 J f:374+-T 33 33 7- 3. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 4 2 01-14 T-cmu 3 8 1 12 8/ 12' 13'-0'2@x6 1/2'xA32' W-1• W-48 25 25 7 4 4 3 9 5 5 3 5'-16 21'-7• 33 33 7- FOR SLAB C POST TYPES 2 4 3 91-15 832- 3 8/ 12S/ 12 SO.xI/4STLBOLT. 14'-0' 2'x6 1/2'x.032' 4'-9' 9'-1• 26 26 8 4 4 319 5 5 3 W-9' 20 -U- 34 34 8- 14'-0' 4 3 9- 5 3 8/ 12.8 # 12 POST TYPES 2'x6 1/2'xA40• 4'-6• 8•-10- 26 26 8 4 4 310 5 5 3 4'-6• 20'-41 34 34 8 - 4 3 10 - 5 - 8 / - 8 / - S 16'-0'2-x6 L/2'xA40• 4'-3- 8'-7• 26 26 9 5 5 3110 6 6 3 4--3• 19'-9' 34 34 9 - 5 3 10 - 5 - 8 / - S/ - 3 170-V 2'x6 1/2'xA40' 4'-0' 8'-4• 26 26 9 5 5 3111 6 6 4 4'-0' 19'-3- 35 35 91- 5 9 U - 6 - 8/ - 8/ - W1 18--0' 2'16 1/2'x.042'7-100 81-16 26 269 l C2? -3/4• / L C2>- 5 5 31U 6 6 4 3'-10- 18'-.9'35 35 9- A4o- 5 3 11- 4- 8/- 8 I- 19'-0' 2'x6 L/2'xA42' 3'=8' -P lY 27 27 . 10 5 5 3112 6 6 4 3'-9- 18'-4' 35 35 10 - 5 3 12 - 6 - 6 / - 8 OF POSTS SHALL BE PERMITTED. 20'-0' 2•x6 1/2'x842'39-60 7'-8- 27 27 10 6 5 3112 7 7 4 3--6' 17--I1- 35 35 10 -15 3 12 - 7 - 8 / -18/ - 8'-0' 2•x6 1/2•x.024• 7'-3' 10'-4' 23 23 5 3 3 216 3 3 2 7'-3• 22'-7' 30 30 5- 5 2 6- 3 2 8/ 128.-12 9'-0' 2'x6 I/2'xA24• 6'-0- 10'-0- 24 24 6 3 3 2 7 4 4 2 6'-8- 21'-8' 30 30 6- 6 2 7- 4 2 8/ 1z 8/ 12 10--0• 2•x6 1/2'X824' 6'-3- 6•-8'24 24 6 3 3 217 4 4 2 6'-3' 20'-1 31 31 6- 6 2 7- 4 2 8/ 12 8/ 12 14 11'-0' 2•x6 1/2'x824• 51-9- 91-8' 25 25 6 4 3 2 9.4 4 3 5'-9' 20'-1' M* 31 6- 6 2 9,-,4,3 8/ 12 8/ 12 4 12-V 2'x6 1/26x.032' S'-5' 9--40 25 25 7 4 3 2 8 5 413 51-5' 19'-5' 32 31 7- 7 2 8- 4 3 8/ 12 8/ 12 13'-0' 2-x6 1/2'X.032' 5--1• 9'-0' 23 25 7 4 4 3 9 5 5 31 5'-1• 18'-9- 32 32 7 - 7 3 9 - S 3 18 / 128.1121 14'-' 29x6' 1/2'x832' 4'-9' 8'-9' 25 25 8 4 4 3 9 5 5 31 4'-9' 18'-3- 32 32 8- 8 3 9- 513 8/ 28/12 J 7 17'-0' 2'x6 1120XAW 4'-6• 8'-6• 26 26 8 4 4 3 10 5 5 3 4'=6' 170-8• 32 32 8 - 8 3 10 - 5 - 8 / lee / 12 160-W 2'x6 1/2'xA4V V-3- W-3' 26 26 9 5 513110 6 S 3 4'-3' 178-30. 33 33 9 - 9 3 10 - 5 - 8 / 128 / 12 86-0' 2•x6 L/2'xA24' 7'-3' 9'-0• 22 22 5 3 31216 3 3 2 7'-3' 18'-9' 28 28 5 3 3 2 6 3 3 2 8/ 8 8/ 8 14 9'-0' 2-x6 i/2'xmv 6--8• 8--8- 23 23 6 3 31217 4 4 2 6'-9' 18'-0• 29 29 6 3 3 2 71414 2 8/ 8 8/ 8 IL 10'-0' 2•x6 1/2-x.0:12' 6'-2' 8"-48 23 23 6 3 3 2 7 -4 ,4 2. W-2- 17•-4' 29 29 6 3 3 2 7141412 ' e/ e 8/ 8 .8 U --O' 2'x6 1/2'xA�' 5--9- 8•-0' 23 23 6. 4 3 2 8 4.4 3 5'-9- 16'-8• 29 29 6 4 3 2 6 4 4 3 8/ 8 8/ 8 12'-0' 2'x6 1/2•x832' S'-4• 7'-9- 23 23 7 4 3 3 8 4 4 3 5'-4• 16'-1' 30 - 30 2 6 4 4 3 8/ 8 8/ 8 13'-0' 2•x6 1/2'x840' 5--0' 7'-6• 24 24 7 4 4' 3 9 '5 5131 5'-0' MP -7' 30 30 #-4 3 91-1513 191- 8 /.12 8 / 32 14'-0' 2•x6 1/2-x.040• 4'-8• 7'-3' 24 24 8 4 4 4 9 5 5 3 4•-8• IW -1' 30 30 3 5 3 / 12 8 / 12 TO BEAM EA LEG C4-TOTMJ TABLE 'C ED=Do ON "a I.C.B.O. E.S. EVALUATION REPORT N0. 5580 & V a 1(4 EA. SlLS� PFjq V/T, SEE 1mERT, SEE ® FOR LL- 10 PSF, 16' MAX. PRO.ECTIONj -TOTAL) (4 -TOTAL) NOTE POST BASE CONNECTION SPEEDuIW MPH V96 SPEED=110 NPH 2. POST TYPES m AND ® MAY BE USED AT CONCRETE SLAB'L POST TYPES ® AND VD SPEED=100 VD SPEED=110 ARE USED FOR B ON FTG, SLAB ON FTG SLAB ON FTG ON SLAB ON FTG. L ALUMINUM DESIGN AND STRESSES 'ARE PER THE LATEST EDITION OF THE UNIFORM ® SHALL SE USED AT FOOTINGS. SEE SMS t2?-f12SMS TABLE E g �14SNS DETASHEET U FOR POST BASE CONN. IL (6) tm-1112SNS THICKNESS 6 SPACING TEK .3. TOTAL MINIMUM NUMBER OF #10 SHEET i DET @ 94EET U FOR POST/BEAM 13R TEKS OR TOM THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR METAL SCREWS PER POST TO BEAM MDE 13F EASM OF 824' 824' EASIDE OF GREATER YIELD AND ULTIMATE STRENGTHS. CASIDE OF J f:374+-T A24' POST (4-TOTJ 824• 3. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POST C4-T104W/QTJL POST C4-T/IITJi T-cmu �x2 P.S.I. CONCRETE SLAB SHALL HAVE 3 1/2' MINIMUM THICKNESS AND SHALL BE IN ., A2 2/2d 0'-0' X2 Wr �E)W .024 ' 832' ®OD CONDITION. /1 23 ' 1'-0' E 4EM A.B. ME A.H.GALV. WA' .4. ALL FOOTINGS SHALL BEAR ON FIRM, NATURAL UN -DISTURBED SOIL OR CERTIFIED FOR SLAB C POST TYPES 2 AN04ER 832• 832- SO.xL4STL FILL DESIGN VERTICAL SOIL BEARING PRESSURE = 1,000 P.S.F. SO.xI/4STLBOLT. AND 0 ARE USED FOR FOOTING 13'-0' 832' .040' 5. ALL STEEL MEMBER SHALL BE HOT -DIP GALVANIZED OR ELECTROPLATED AND GALV. CONMIUM GALV. /4' /3'X1/4• ES G. ,L 0� F�+� VASH'R PLT. 14'-0' VASWR PLT. A40• A40• PLT. Q�' ,p� WASK PLT. POST TYPES 151 -0' A40' m. .04V tGALVANIZED STEEL OR CADMIUM PLATED. ALL BOLTS SHALL CONFORM TO 16�014 (2)-*14SNS 16'-0' 840' 840• 842' 8TEKS �' R, ORTEK OF 3'SM POST + C2}2'2'x 6 L x 8241 V/ (8)-0 14 SJLL e'-0• A24' 8 24' 32 A' SHALL BE BOLT DIAMETER PLUS 1/16' MAXIMUM.,;; 0.21543 i 4-TOTJ POST TOTJ 6 CED -3/4•d babF (2)-3/4• /-x8' 832• .032' '1 PER IC.B.O. E.R. NO. 4647. ALL BOLTS SHALL HAVE A MINIMUM CONCRETE u2)-1/2.8 * CIM EKBEL AOL A 032' i BED. H _J (2)-1/ 0) 30 LL.- 20 ' 0 ' � ONDT 8. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG GIVING THE NAME AND ADDRESS OF THE MANUFACTURER, LOADS AND ENCLOSABILITY. CMl i A32pww% tA-211t be �Sf k12--0- 11. 0• M.B. per• ,040• W1 AW ANCHORy DESIGN i C2)-3/41 / l C2? -3/4• / L C2>- STL .040' HLT / L4, STL 9. ALL ITEMS PERTAINING TO EACH PARTICULAR INSTALLATION SHALL BE CIRCLED, 4jFaFCAL�� xEMeELALSC. OMM x11 13'-0' A4o- V. FAS 840• . IE, PROJECT, POST SPACING, FOOTING DETAIL, ETC. EMBED. A B AJL 440, 042, H. PLT 10. OPEN LATTICE PATIO COVER SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID WASH PLT. I.C.B.O. E.S. EVALUATION REPORT N0. 5580 4. FOR 30 X L 8- X A40' * BEAM V/ INSERT. USE LATTICE -TYPE ATTACHED PATIO COVER v1TH 24'MAX Oii LL- 10, 20 i 30 P.S.F. VDm SPEED -100 L u0 KPA LATTICE PATIO COVER, AS NEG. BY. UNITED DURALUME PRODUCTS, INC. iso s RAYMOND AVE.'2 FULLERTON, CA 92631 PMEW 014) 773-40U .DB ra 99-Po61e OF !2 SHEET . TABLE FOOTNOTES]. ® FOR LL- 10 PSF, 16' MAX. PRO.ECTIONj L POST MAY BEAR ON CONCRCONCRETE SLAB, USE ® FOR LL. -20 PSFi ®. FOR LL -311 PSF 12' MAX. PROJE7CTIUNi IN FOR L L=30 PSFj NOTEo POST TYPES [] AND (M ARE USED FOR SLAB CONDITION. POST TYPES GENERAL NOTES AND SPECIFICATIONS' 2. POST TYPES m AND ® MAY BE USED AT CONCRETE SLAB'L POST TYPES ® AND 14• MAX. PML=TMNS AMD DETAIL ®V/C2)- ® AND m Ci MnlOii ARE USED FOR FOQTM 5/9V M.S TO EACH BEAN HEADER TO POST, L ALUMINUM DESIGN AND STRESSES 'ARE PER THE LATEST EDITION OF THE UNIFORM ® SHALL SE USED AT FOOTINGS. SEE 5. FOR 3'fi�e• XA4V BEAM v/ IMSERT USE z•x 6 1/2' RAFTER TABLE E BUILDING CODE AND THE 1982 'EDITION OF THE ALUMINUM CONSTRUCTION MANUAL. POST TYPE SCHEDULE, THIS SHEET. DETASHEET U FOR POST BASE CONN. IL (6) THICKNESS 6 SPACING 2 ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN. PROVIDED .3. TOTAL MINIMUM NUMBER OF #10 SHEET i DET @ 94EET U FOR POST/BEAM 1 THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR METAL SCREWS PER POST TO BEAM HEADER CONK --0' 824' 824' .024• GREATER YIELD AND ULTIMATE STRENGTHS. CONNECTION FOR DETAILS ® AND ®. '-0• A24' A24• 824• 3. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 T-cmu P.S.I. CONCRETE SLAB SHALL HAVE 3 1/2' MINIMUM THICKNESS AND SHALL BE IN NOTE• 0'-0' 824 .024 ' 832' ®OD CONDITION. POST TYPES E] AMD ARE- USED 1'-0' 832• ME WE .4. ALL FOOTINGS SHALL BEAR ON FIRM, NATURAL UN -DISTURBED SOIL OR CERTIFIED FOR SLAB C POST TYPES 2 12'-0' 832• 832- 832• FILL DESIGN VERTICAL SOIL BEARING PRESSURE = 1,000 P.S.F. ZF E S S I p��. AND 0 ARE USED FOR FOOTING 13'-0' 832' .040' 5. ALL STEEL MEMBER SHALL BE HOT -DIP GALVANIZED OR ELECTROPLATED AND CONMIUM J .032• CONFORM TO A.S.T,M: A-446, GRADE C.040 ES G. ,L 0� F�+� 14'-0' A32• A40• A40• 6. _ ALUMINUM FASTENERS SHALL BE 2024-T4. ALL OTHER FASTENERS SHALL BE Q�' ,p� POST TYPES 151 -0' A40' m. .04V tGALVANIZED STEEL OR CADMIUM PLATED. ALL BOLTS SHALL CONFORM TO 2 16'-0' 840' 840• 842' IAS.TJ4. A-307 AND HAVE STANDARD CUT PLATE WASHERS. HOLES FOR BOLTS �' R, 3'SM POST + C2}2'2'x 6 L x 8241 V/ (8)-0 14 SJLL e'-0• A24' 8 24' 32 A' SHALL BE BOLT DIAMETER PLUS 1/16' MAXIMUM.,;; 0.21543 7. 4EXPANSION BOLTS SHALL BE HILTI KWIK BOLTS KB I1 CARBON STEEL OR EQUAL ccEXp 9_30_2005 ®x'S�2 l/ Cel - x 2' 9--0• 832• .032' 432' PER IC.B.O. E.R. NO. 4647. ALL BOLTS SHALL HAVE A MINIMUM CONCRETE * d 10'-0• 032' 832• EDGE DISTANCE OF 6 BOLT DIAMETERS. ® Pn ppS� + 2•X 2. x.024.11/ 14 .032' 8. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG GIVING THE NAME AND ADDRESS OF THE MANUFACTURER, LOADS AND ENCLOSABILITY. CMl i A32pww% tA-211t be �Sf k12--0- 11. 0• ;Q32• per• ,040• AW DESIGN ���P .040' ,040• 9. ALL ITEMS PERTAINING TO EACH PARTICULAR INSTALLATION SHALL BE CIRCLED, 4jFaFCAL�� 4 13'-0' A4o- 840• 840• . IE, PROJECT, POST SPACING, FOOTING DETAIL, ETC. F14,-0, 440, 042, 1 A42' 10. OPEN LATTICE PATIO COVER SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID MATERIAL, AND THE DESIGN LOADS HAVE ONLY BEEN APPLIED TO THE HORIZONTAL NOTES NO CRAM WITHIN 2'-6• PROJECTION AREA OF THE LATTICE, RAFTERS, BEAM, ETC. PER Ir-B.O. CRITERIA. OF POSTS SHALL BE PERMITTED. 1L FOR ALL DETAIL REFERENCES, SEE SHEET U OF 12. POST SHALL BE SET BACK A HV MITI 13F 4' FROM EDGE OF SLAB. I.C.B.O. E.S. EVALUATION REPORT N0. 5580 FDX ENGINEERING INC. F JAMES M. FOX, STRUCTURAL ENGINEER E JAMES G. FOX, CIVIL ENGINEER 1362) 9060 TELEGRAPH RD. DOWNEY, CA.9ae4o 806-1337FAXW7-z5o9 LATTICE -TYPE ATTACHED PATIO COVER v1TH 24'MAX Oii LL- 10, 20 i 30 P.S.F. VDm SPEED -100 L u0 KPA LATTICE PATIO COVER, AS NEG. BY. UNITED DURALUME PRODUCTS, INC. iso s RAYMOND AVE.'2 FULLERTON, CA 92631 PMEW 014) 773-40U .DB ra 99-Po61e OF !2 SHEET . _�kJfNl, 7'. C 1 i� RAFTER IIIO.LD>ES SIZE MAXIMUM MAX" RAFTER RAFTER . - - - 'FASTENERS CONNECTION TABLE MPH O EM�NAIMG 24= SPAINPOST J xp-w 3'x 8'xmv lr-8' 3--0' w-11• 29-2'SOLx1lr 18• / x r t 2-6'SCin1r l 18- 4 21'-r 3•x 8•xA36' Ur -r 68-0' lY-6• r-41So.,dir I 18• / x- r & r-8'SO,xls' 18' « 24--V r'x 8-XG4r 17'-9' 7•-0' ir-5' r-3'S4,dlr 1B• Xx2'-2• i r-90SCi3dB• I lY- 1 12'-5' r-O'Sax18' Aur C2)-412SMS EA, LEG (4 -TOTAL) @-4 EA. LEG W�/4x VASK PLT (4 -TOTAL) GD-412SMS EA LET, C4-TQTAL) GD -0 EA6 LEG V3'�xL4v VASK PLT (4 -TOTAL) GALVANIZED STEEL OR CADMIUM PLATER ALL BOLTS SHALL CONFORM TO 14'-6• 30x9 xA3o- 10'-6• - 4'-r 151-V r-1•SQ.xle• i lUr 1xY-L0' l r-46saxlr 1 18- ` 17'7• 3'x8'xA36• 12'-7' 3r-0' IIV- 2r 2'-2'sa3dW 18• / x 2' r-6•SQjdB• 1 18' PART OF THIS INSTALLATION. 201-7' 3•xOW4r 144-9• W-10• ll -4• r-4•sa,ae• le• if x r 1 - r-e•saxle• ie• MATERIAL, AND THE DESIGN LOADS HAVE ONLY BEEN APPLIED TO THE HORIZONTAL L PROJECTION AREA OF THE LATTICE, RAFTERS, BEAM, ETC. PER LC.B.a CRITERIA. (4) 3'SQ. X 188' UFOR ALL DETAIL REFERENCES, SEE SHEET It OF 12. - - - - C2�5/8'll KB. TO BK C2)-3/4'/ RAFTER IIIO.LD>ES SIZE MAXIMUM MAX" RAFTER RAFTER . - - - 'FASTENERS CONNECTION TABLE MPH O EM�NAIMG 24= SPAINPOST J -100 NPH WIND SPEE13=110 MPF SPACING NO SLABe MPH 17•-' 3'x 8'xA30' 12'-8• Si' -0' 16'-S' r-8'SQadB's 18• M . RAFTER TO BEAM TO RAFTER d 21'-2' 3'x 8•x.036• 13'-r 6'-0' LY -6- r-10'Sax18. 18' �i 24'-9' 3-x 8•xA4r -17--9' 7'-0' 1 12'-5' r-O'Sax18' Aur 3'x8•x=o IV -6• 4'-r 170-'P 3'x9 xM6• it -r 31-a 201-7• 3'38'xA4r 14'-9' S' -IW J SE�- SHALL ffl BACK A MMM OF 41 FROM EDGE OF . SZ.AL SLAB, OPTIONAL FETING WHERE SEE TACE A r-6•m.,d r i i 0x2'-3' 2--10 1x2--4• I 3'-0- =100L110MP.H.) M4• r-I0-Sax18•l18' $xP-b• i I 2--U Saxi8' 6• 3--0•Sax18' 11 18• ox, --8' : r-1•Sax18• 1x& --r aI T-2•Sa,dir alir /x2 -UrR 3'-3'S0ud8• 17-6• r-6'Sa3de-3 18' $xr-4. 9 r-e'Sa,de• i llr 14'-2' 2--8'Sp xle• l8• X2'-6• t r-10'S0ade le• W-4- r- 18.1xr-e• a 3-0•S xur I le- ..-. 4 2'-9•SQade'l N r-n•sa,de•' t V-I•aa,.,,,• i W N0.2.1543 -2005 IA -M 11 r-6•m.3de• i 2.-ll'Sax19.1 � 3--rsaaae-. • 3'-3'SO.x18'.il mw ASSEMBLY DVST;UJCTIONS# WOOD SCREWS, FOR DOUGLAS FIR LARCH 0WRTHD OR G < OLIN, THE PART OF THE �+ LEAD HOLE RECEIVING THE SHANK SHALL BE ABOUT SEVEN EIGHTS THE DIAMETER H Or. THE SHANK AND THAT RECEVING THE THREADED PORTION SHALL BE ABOUT SEVEN EIGHTS THE DIAMETER QF THE SCREW AT THE ROOT OF THE THREAR THE El POST TYPES m AND (M ARE POST TYPES WOOD SCREW SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A SCREW - 3) FTR SLAB (ONDITIOL POST TYPES 0 3'Sa POST + GD -ex 6 1/2' DRIVER OR OTHER TOOL. NOT BY DRIVING WITH A HHAN4ER. SOAP OR OTHER, AND m ARE USED FOR FOOTING x .0244' V/ CB) -4 14 SKS. LUBRICCANT SWILL BE USED ON THE WOOD SCREWS OR IN THE LEAD HO_ES•TD DITTO , ® 3•SQ. POST + C2)~rx 6 I/r FACILITATE DSM MMUN AND TO PREVENT DAMAGE T'O THE WOOD SCREW. x Aar V/ C8H 14 SAS. LAG SCREWS THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A` © 31Sa POST + C2I-2*x 6 L42' DIAMETER EQUAL TO 70 PERCENT DM WOOD FOR DOUGLAS FIR LARCH (NORTH) MAXIMUM x A241 V/ CM2) -IF 14 SJCS AND A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION. 31SQ. POST + C2)-rx 6 1/r THE WOOD SCREW SFMALL IE INSERTED IN ITS LEAD HOLE BY TURNING V1TH ' POSTIT SHT. 11 FOR HOMDMIMTI COVER OF LATTICE SHS MINIMUM NUMBER OF PA APOOSSTS fi5 3 L+r TW CONG SLAB. OPTIONAL/ NUM POSTS NAY BE ATTACHED MNC. SLAB. THIS OPEN LATTICE -TYPE STRUCTURE OAR c MAY BE SIL OPEN LATTICE -TYPE PATIO COVER SCALE@ NTS CROSS - SECTION SCALE- NTS MAX. x Aar V/ (12)-4 14 OHMS, Z in u d v t- N g o ww . a 'FASTENERS CONNECTION TABLE MPH TABLE JC -W MPH J -100 NPH WIND SPEE13=110 MPF �iTO WIND SPEEII-70 MPH VOID SPEEDi90 NPH WIND MPH WIND SPEED -110 NPH LLL,= 20 RAFTER TO BEAM TO RAFTER TO BEAM TO RAFTER TO BEAM TO RAFTER TTI BEAM 4 (2)410SMS EA LEG <4rm -TOTAL) 2>-N10SN3 �V//I 1/2•x PLN. ESH LEG. C4 -TOTAL) CD 410SMS EA. LEG (hTOTAL) (-414SMS �V//gi� Lr2'x PLT. � LEG (4 -TOTAL) C2)-412SMS EA, LEG (4 -TOTAL) @-4 EA. LEG W�/4x VASK PLT (4 -TOTAL) GD-412SMS EA LET, C4-TQTAL) GD -0 EA6 LEG V3'�xL4v VASK PLT (4 -TOTAL) GALVANIZED STEEL OR CADMIUM PLATER ALL BOLTS SHALL CONFORM TO A.STJL A-307 AND HAVE STANDARD CUT PLATE WASHERS HOLES FOR BOLTS GD -01 0SMS EA. SIDE OF RAFTER (4 -TOTAL) NIHIOSNT (2)-410SMS EA SIDE OF RAFTER C4 -TOTAL) (4)-4129MS EA. SIDE OF RAFTER (4 -TOTAL) (4)-412SMS EA. SIDE OF RAFTER (4 -TOTAL.) 31— S (4)-412SMS EA. SIDE OF RAFTER (4 TOTAL) (4)-012SMi 2. CONCRETE , , ADDRESS LO/ AND PART OF THIS INSTALLATION. % ALL ITEMS PERTAINING TO EACH PARTICULAR INSTALLATION SHALL BE mam, 3 POST SIZE, / SLAB Ci) 36Sa X Aw c a r o z C2) 30SL X MT MATERIAL, AND THE DESIGN LOADS HAVE ONLY BEEN APPLIED TO THE HORIZONTAL L PROJECTION AREA OF THE LATTICE, RAFTERS, BEAM, ETC. PER LC.B.a CRITERIA. (4) 3'SQ. X 188' mw ASSEMBLY DVST;UJCTIONS# WOOD SCREWS, FOR DOUGLAS FIR LARCH 0WRTHD OR G < OLIN, THE PART OF THE �+ LEAD HOLE RECEIVING THE SHANK SHALL BE ABOUT SEVEN EIGHTS THE DIAMETER H Or. THE SHANK AND THAT RECEVING THE THREADED PORTION SHALL BE ABOUT SEVEN EIGHTS THE DIAMETER QF THE SCREW AT THE ROOT OF THE THREAR THE El POST TYPES m AND (M ARE POST TYPES WOOD SCREW SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A SCREW - 3) FTR SLAB (ONDITIOL POST TYPES 0 3'Sa POST + GD -ex 6 1/2' DRIVER OR OTHER TOOL. NOT BY DRIVING WITH A HHAN4ER. SOAP OR OTHER, AND m ARE USED FOR FOOTING x .0244' V/ CB) -4 14 SKS. LUBRICCANT SWILL BE USED ON THE WOOD SCREWS OR IN THE LEAD HO_ES•TD DITTO , ® 3•SQ. POST + C2)~rx 6 I/r FACILITATE DSM MMUN AND TO PREVENT DAMAGE T'O THE WOOD SCREW. x Aar V/ C8H 14 SAS. LAG SCREWS THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A` © 31Sa POST + C2I-2*x 6 L42' DIAMETER EQUAL TO 70 PERCENT DM WOOD FOR DOUGLAS FIR LARCH (NORTH) MAXIMUM x A241 V/ CM2) -IF 14 SJCS AND A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION. 31SQ. POST + C2)-rx 6 1/r THE WOOD SCREW SFMALL IE INSERTED IN ITS LEAD HOLE BY TURNING V1TH ' POSTIT SHT. 11 FOR HOMDMIMTI COVER OF LATTICE SHS MINIMUM NUMBER OF PA APOOSSTS fi5 3 L+r TW CONG SLAB. OPTIONAL/ NUM POSTS NAY BE ATTACHED MNC. SLAB. THIS OPEN LATTICE -TYPE STRUCTURE OAR c MAY BE SIL OPEN LATTICE -TYPE PATIO COVER SCALE@ NTS CROSS - SECTION SCALE- NTS MAX. x Aar V/ (12)-4 14 OHMS, y yER}V;G FOR SIZES Or 3'Sa POSTS a WIND SPEID-70 MPH WIND SPEED -W MPH WIND SPEED -100 NPH WIND SPEE13=110 MPF B j ETC LL_ 20 L.L. 30 Ll.- 20 L.L. 30 U... 20 LA... 30 LLL,= 20 L. L- 30 FOR SIDE PLATES SEE TYPES L DH`TAIL 3. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,300 QST (� P.S.I. C TE SLAB SHM.L HAVE 3 1/r MINIMUM THICKNESS AND SHALL BE IN 11T 4. ALL FODTIIIGS SMALL HEAR ON FIRM, NATURAL UM -DISTURBED SOIL OR CERTIFIED 8. F'D_L. DESIGN VERTICAL SOIL BEARING PRESSUM - I= P.S.F. POST S ALL STEEL MEMBER SWILL BE HOT -DIP GALVANIZED OR ELECTROPLATED AND MAX. HEIGHT COlf ORN TO AS.T.K A-446, GRADE r- 6. ALUMINUM FASTENERS SHALL BE 2024-T4. ALL OTHER FASTENERS SWILL BE GALVANIZED STEEL OR CADMIUM PLATER ALL BOLTS SHALL CONFORM TO A.STJL A-307 AND HAVE STANDARD CUT PLATE WASHERS HOLES FOR BOLTS SHALL BE BOLT DIAMETER PLUS 1/16' TABLE FOOTNOTESo 7. ExPANsims BOUTS SHALL BE Him KVDBa KB D CARBON STEEL OR EQUAL u t.- PER . I f R n 6R. NO. 4647. ALL BOLTS SWILL HAVE A MINI" CONCRETE COPLETELY SURROUNDS NEW Foaffm EDGE DISTANCE OF 6 BOLT DIAMETERS 2. CONCRETE & NAME AND IDENTIFYING�EN�SABILIT OFTHEEMMANUF�ACTUREER XAR DESIGNN ANDDNNO WILL BE CONSTRUCTED�AS ADDRESS LO/ AND PART OF THIS INSTALLATION. % ALL ITEMS PERTAINING TO EACH PARTICULAR INSTALLATION SHALL BE mam, 3 POST SIZE, / SLAB Ci) 36Sa X Aw c a r o z C2) 30SL X MT MATERIAL, AND THE DESIGN LOADS HAVE ONLY BEEN APPLIED TO THE HORIZONTAL (3) 3'Sa x 123' PROJECTION AREA OF THE LATTICE, RAFTERS, BEAM, ETC. PER LC.B.a CRITERIA. (4) 3'SQ. X 188' UFOR ALL DETAIL REFERENCES, SEE SHEET It OF 12. - - - - C2�5/8'll KB. TO BK C2)-3/4'/ - C2�5/8Y N.B. TO BK Q)-3/4•/ AK. ---V 1xr-8' - K La IL � _ M B. TO POST TO pPOST 1x3' -a' ■ mw ASSEMBLY DVST;UJCTIONS# WOOD SCREWS, FOR DOUGLAS FIR LARCH 0WRTHD OR G < OLIN, THE PART OF THE �+ LEAD HOLE RECEIVING THE SHANK SHALL BE ABOUT SEVEN EIGHTS THE DIAMETER H Or. THE SHANK AND THAT RECEVING THE THREADED PORTION SHALL BE ABOUT SEVEN EIGHTS THE DIAMETER QF THE SCREW AT THE ROOT OF THE THREAR THE El POST TYPES m AND (M ARE POST TYPES WOOD SCREW SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A SCREW - 3) FTR SLAB (ONDITIOL POST TYPES 0 3'Sa POST + GD -ex 6 1/2' DRIVER OR OTHER TOOL. NOT BY DRIVING WITH A HHAN4ER. SOAP OR OTHER, AND m ARE USED FOR FOOTING x .0244' V/ CB) -4 14 SKS. LUBRICCANT SWILL BE USED ON THE WOOD SCREWS OR IN THE LEAD HO_ES•TD DITTO , ® 3•SQ. POST + C2)~rx 6 I/r FACILITATE DSM MMUN AND TO PREVENT DAMAGE T'O THE WOOD SCREW. x Aar V/ C8H 14 SAS. LAG SCREWS THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A` © 31Sa POST + C2I-2*x 6 L42' DIAMETER EQUAL TO 70 PERCENT DM WOOD FOR DOUGLAS FIR LARCH (NORTH) MAXIMUM x A241 V/ CM2) -IF 14 SJCS AND A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION. 31SQ. POST + C2)-rx 6 1/r THE WOOD SCREW SFMALL IE INSERTED IN ITS LEAD HOLE BY TURNING V1TH ' POSTIT SHT. 11 FOR HOMDMIMTI COVER OF LATTICE SHS MINIMUM NUMBER OF PA APOOSSTS fi5 3 L+r TW CONG SLAB. OPTIONAL/ NUM POSTS NAY BE ATTACHED MNC. SLAB. THIS OPEN LATTICE -TYPE STRUCTURE OAR c MAY BE SIL OPEN LATTICE -TYPE PATIO COVER SCALE@ NTS CROSS - SECTION SCALE- NTS MAX. x Aar V/ (12)-4 14 OHMS, A SCREWDRIVER OR .OTHER TOOL, NOT BY DRIVING WITH A HHAMNER. SOAP OR yER}V;G FOR SIZES Or 3'Sa POSTS OTH#R LUBRICANT SHALL BE USED. ON THE WOOD SCREWS OR IN THE LEAD . SEE TABLE FTnTWTES BELOW. HOLES TO FACILITATE INSERTION AND TO PREVENT DAMAGE TO THE WOOD SCREW' BEAq/HEADER GENERAL NOTES AND.SPECIFiCATIUM& .=s 3 OF 12 SHEET 11 L ALUMINUM DESIGN AND STRESSES ARE PER THE LATEST EDITION OF THE UNIFORM-` BUILDING CODE AND THE 1982 EDITION [IF THE ALLKWUM CUNNSTRUCTIDN`MAMUAL POSppT,,��,,pp��/� SITDEPLATES 2. ALTERNATE ALUMINUM ALLOYS MAY .BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THE R ASSOCIATION AND HAVE EQUAL Ort DU T 4x.046•AAT FOQTING, GGREATEERR Y� MMMT SST FOR SIDE PLATES SEE TYPES L DH`TAIL 3. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,300 QST (� P.S.I. C TE SLAB SHM.L HAVE 3 1/r MINIMUM THICKNESS AND SHALL BE IN 11T 4. ALL FODTIIIGS SMALL HEAR ON FIRM, NATURAL UM -DISTURBED SOIL OR CERTIFIED 8. F'D_L. DESIGN VERTICAL SOIL BEARING PRESSUM - I= P.S.F. POST S ALL STEEL MEMBER SWILL BE HOT -DIP GALVANIZED OR ELECTROPLATED AND MAX. HEIGHT COlf ORN TO AS.T.K A-446, GRADE r- 6. ALUMINUM FASTENERS SHALL BE 2024-T4. ALL OTHER FASTENERS SWILL BE GALVANIZED STEEL OR CADMIUM PLATER ALL BOLTS SHALL CONFORM TO A.STJL A-307 AND HAVE STANDARD CUT PLATE WASHERS HOLES FOR BOLTS SHALL BE BOLT DIAMETER PLUS 1/16' TABLE FOOTNOTESo 7. ExPANsims BOUTS SHALL BE Him KVDBa KB D CARBON STEEL OR EQUAL L CONCRETE SLAB (EXISTING OR NEW) PER . I f R n 6R. NO. 4647. ALL BOLTS SWILL HAVE A MINI" CONCRETE COPLETELY SURROUNDS NEW Foaffm EDGE DISTANCE OF 6 BOLT DIAMETERS 2. CONCRETE & NAME AND IDENTIFYING�EN�SABILIT OFTHEEMMANUF�ACTUREER XAR DESIGNN ANDDNNO WILL BE CONSTRUCTED�AS ADDRESS LO/ AND PART OF THIS INSTALLATION. % ALL ITEMS PERTAINING TO EACH PARTICULAR INSTALLATION SHALL BE mam, 3 POST SIZE, LE.. PROJECT, POST SPACING. FOOTING DETAIL, ETC. Ci) 36Sa X Aw IW]PEN LATTICE PATIO COVER SHALL NOT BE ENCLOSED VrM ANY TYPE OF SOLID C2) 30SL X MT MATERIAL, AND THE DESIGN LOADS HAVE ONLY BEEN APPLIED TO THE HORIZONTAL (3) 3'Sa x 123' PROJECTION AREA OF THE LATTICE, RAFTERS, BEAM, ETC. PER LC.B.a CRITERIA. (4) 3'SQ. X 188' UFOR ALL DETAIL REFERENCES, SEE SHEET It OF 12. - LCX.G. E.S. EVALUATION REPORT NO. 5580j �� F FDX ENGINEERING INC. E JAMES "G. FOX, CIVIL ENGINEER INFER 8060 TELEGRAPH RD. DOWNEY, CA 70M 806-1337FAX127-2309 LATTICE -TYPE ATTACHED PATIO COVER �TM MAXM 0 ox � � 0 L 90 KPx ►ATICE PATIO COVER, As MFG HYD UNITED DURALUME PRODUCTS, INC. 350 YMOGm9zA631 PHONE 0714) 773-4011 J® LO 99-20618 3 OF 12 SHEET 11 1 16•x' r -r lr_lr 7-11• VIN N (4IH10SNS EA SIDE GD -#=4S (4)-*UlSNS FJ EA. LEG IB' RAFTER V/3'sgrx EA LES OF RAFTER V O-TOTJ 1/49dASK PL TA4-TDTJ TOTJ L4•VASK PL.' 2'x6 1/2-xA32016'-6• 1 5'-r 16'-6• 5'-9' LATTICE -TYPE FREESTANDING PATIO COVER Ll--- 10. 20 a 30 P.S.F. WI-- WISPEEn s70 & 90 MPx 2-96 WZ'XMW Br -7- r-3' er-r r-3• STANDING LATTICE PATIO COVER WITH OVERHANG CVDm SPEED=70 L. 90 KPJO FREESTANDING LATTICE PATIO COVER C WIND SPEED = 70 L 90' M.P.H.) TABLE A r FOOTING SIZE NAX POST HMff= '-r 70 KPx 90 x POST SPACING L FOOTING SIZE WINDu 10 / 15 UMWT-10 1 13 P.M. I . r . LA am PW / SLAB SLAB W SLAB S POST SHALL BE SET BACK A 3x8x.042' 31'-9• 17-90 7-0• 19'-9' 19.9/x261 61 .1 MAXIMUM Porn HEIGHT-W-rAmu NAX9KW POST HEuHr-n•-o• LL.m P'SF WWW PosT HEIGHT -W-78 NAXVRJN POST �T-11-0• i e, 70 K P. K 90 K P. K 70 K P. K 90 K P. K 1 70 K P. K 90 K P. K 70 K P. H. 90 K P. K �3 W SLAB NO SLAB V/ Z.AB NO SLUM V/ SLAB NO 31AH V/ MB ISO SLAB r V V SLAB NO SLAB V/ SLAB NO ilJ1H V/ SLAH NO SLAB SLAB NO SLAB �p.2 543 LIVE LOAD 10 P.SF. IJI LIVE LOAD = 10 P.SF- 5-W 141-V 16O4t24.1 1 16•J)HEr s 33%d8. 1 5'-00 3r -u- 1rJAt3r 1 OEMs 1 UrA%W 1 41'0616' 1 G -V 13=3' 1 24' 1 1 19%dW t 30%mW 1 6•-0' 30' 10' UrJ5l32' 1 1 19%OV 1 41'AkW 1 7'-0' f8'-3• 18'/k8t• s 1 16.x.1 tea. s 7--W 29.x. . s s 16• 6• s 40 -A&W s r-0' U -W 199*240 1068~1 18%d • t 29%dr 1 e.-00 .2W -e' 19J ar s 1 le7yp4. 1 3@111" 1 90-W it -100 UrJ624• 11258AMW 1 10%cW s 296~ 1 9'--0'' 2V-3. 16%9W 1 1 392604• s 3711d6.1 IW -W 1W-4' 180AO4' 1 i 16' 6• i 29-AUW 1 fA'-0'. 23'-2• 180E or 1 t 16'JiC42' 1 37%W 1 lI 1i•-0• 91-10• 16'24. 1 1 1 . 1129%W 1 li•-Q• 2�•-�' 19%W 1 1 i6+ 2. 1 36•�t±i 1 12'-0' 9'-5' 16'bt24.1 26d8' 11ea' 1 3091d6' 1 12•-0' 21'-3' lr�• 1 80W1 16'EHC12' 1 96�dr 1 16•x' r -r lr_lr 7-11• VIN OF SLAB, OPTIONAL -` SEE AABLEVH AIE 14•-0' I 13•-d' 19'-2' 19V TABLE . E RAFTER TO WAN CONNECTION. TABLE F PEED=70 VDm SPEEDWS01 'VDD SPEED -.70.. LOAD LIVE m RAFTER TO BEAN. TO RAFTER TO BEAN 20 30 30 20. cm i* N! V/1 .#r �ouwa m-elaw V/1 1/ ® EA. LEG.. x3WV4'VA4L PLT. EA. EOL LEG x3d/4•VASi PLT. - - 44-TOTJ LNG.(4-TMTJ- �4-TUTU LEG (4 -TOT.) ®. Im ®CD- ® N (4IH10SNS EA SIDE GD -#=4S (4)-*UlSNS FJ EA. LEG IB' RAFTER V/3'sgrx EA LES OF RAFTER V O-TOTJ 1/49dASK PL TA4-TDTJ TOTJ L4•VASK PL.' 2'x6 1/2-xA32016'-6• 1 5'-r 16'-6• 5'-9' LATTICE -TYPE FREESTANDING PATIO COVER Ll--- 10. 20 a 30 P.S.F. WI-- WISPEEn s70 & 90 MPx 2-96 WZ'XMW Br -7- r-3' er-r r-3• STANDING LATTICE PATIO COVER WITH OVERHANG CVDm SPEED=70 L. 90 KPJO rxfi U2%G4r 23'-u• r-4' Zr-U• r-4• s�RAFTER C AT 24' O.G) P�1 COTES NO CRACKS vrnm r-6• FOOTING SIZE NAX POST HMff= '-r 70 KPx 90 x OF PIIm SMALL BE PERNITTEIL LA am PW / SLAB SLAB W SLAB S POST SHALL BE SET BACK A 3x8x.042' 31'-9• 17-90 7-0• 19'-9' 19.9/x261 61 .1 NB- 40 FROM EDGE OF SLAB LL.m P'SF 131 Es i e, 3x&Lmr I w-isl u•-9' I 5 -ID' I Sr -r lose4l le'SM 1. tc L.L.=W Pff �tex,o42' 31•-�9'I 17!-9' 7•-9' 13-7r 18'18 1 1 1 'SI �p.2 543 LLr90 PW IJI 9xf3tMr I 26' 14•-'Y I 3-10' 1 189x281 OF SLAB, OPTIONAL -` SEE AABLEVH AIE 14•-0' I 13•-d' 19'-2' 19V TABLE . E RAFTER TO WAN CONNECTION. TABLE F PEED=70 VDm SPEEDWS01 'VDD SPEED -.70.. LOAD LIVE m RAFTER TO BEAN. TO RAFTER TO BEAN 20 30 30 20. cm i* N! V/1 .#r �ouwa m-elaw V/1 1/ ® EA. LEG.. x3WV4'VA4L PLT. EA. EOL LEG x3d/4•VASi PLT. - - 44-TOTJ LNG.(4-TMTJ- �4-TUTU LEG (4 -TOT.) ®. Im ®CD- ® N (4IH10SNS EA SIDE GD -#=4S (4)-*UlSNS FJ EA. LEG IB' RAFTER V/3'sgrx EA LES OF RAFTER V O-TOTJ 1/49dASK PL TA4-TDTJ TOTJ L4•VASK PL.' F FOX ENGINEERING INC. JAMES M. FOX, STRUCTURAL ENGINEER E G. FOX, CIVIL ENGINEER Q6a . TELEGRAPH RDDOWNEY, CA.9o266-=FAXFJ27-29 LATTICE -TYPE FREESTANDING PATIO COVER Ll--- 10. 20 a 30 P.S.F. WI-- WISPEEn s70 & 90 MPx FME STANDING LATTICE PATIO COVER WITH OVERHANG CVDm SPEED=70 L. 90 KPJO 4 OF 12 SF ET8060 s�RAFTER C AT 24' O.G) P�1 FOOTING SIZE NAX POST HMff= '-r 70 KPx 90 x LA am PW / SLAB SLAB W SLAB S 3x8x.042' 31'-9• 17-90 7-0• 19'-9' 19.9/x261 61 .1 LL.m P'SF 3x&Lmr I w-isl u•-9' I 5 -ID' I Sr -r lose4l le'SM 1. L.L.=W Pff �tex,o42' 31•-�9'I 17!-9' 7•-9' 13-7r 18'18 1 1 1 'SI LLr90 PW IJI 9xf3tMr I 26' 14•-'Y I 3-10' 1 189x281 41 r'TF„ TFOS -OPEN LATTICE -TYPE STRUCTURE MAY AM E OK L.DSED. OPEN LATTICE -TYPE PATIO COVER GENERAL, NOTES AND SPECffICATIGM L ALUNIMM DES10 AND STRESSES ARE PER THE LATEST EDITION .ff THE U NIFOR N BUILDING CODE AND THE 1962 EDITION OF . THE ALUNOW CONSTRUCTION NANAAAL. Z. ALTERNATE ALIAIDNLJII ALLOYS NAY BE SUBSTITUTED FOR THOSE DMft PROVIDED THEY ARE REGISTERED WITH THE ALUM" ASSOCIATION AND HAVE EQUAL OR GREATER YB'lD AND SLTBUITE STREGTRHi 3. ALL CONCRETE SHALL HAVE A NONONUN 08 DAY CONPESSTVE STRENGTH .E P-= P.&L CONCRETE C SLAB SHALL HAVE 3 1/r NOW" THICIESS AND SHALL BE IN rirm4. ALL FOOTINGS SHALL BEAR ON FBiM. NATURAL UN-=TUAED SmL OR cmuw ED FDL. DESIGN VERTICAL SOL REARM PSE - 1.000 P.S.F. S ALL STEEL NEN11ER SHALL BE HOT -DIP GALVANOZED OR ELECTROPLATED AND CONFORM TO AS.TJL A-446. GRADE C. NAIL PROJECTION III" SPAN KR TABLE 06 a NOTEA TO�H oMY w- SLIM ATTACIHED LATTICE OR CONC FOO IM I '-7' & 1•-0' p" HEIGHT 3 l/2'CONG BEXI CROSS - SECTION co+CECTIOH. SEE TABLE F. SDGLE SPAN SCALE, NTS f!. 10-V NAIL HED3HT 1 CROSS - SECTION NULTI SPAN SCAM NTS TABLE C / TABLE D POST .TYPES 3 P-. x A24• V/ LtHM 14stSJLS ro NpjL so KPx ®�3•�,pp�� &Vr vi NO SCAR ® x .024'x/ a 18 OM 96 14 SKi NOM POST TYPES AID ® ARE 1 VX30 34 USED FOR SLJIB POST TYPES @J AMC ARE USED FOR FUMING :319, 580A= W323d TABLE FOQTIDTESe .2x30 L NE1sn. COf'LEiELY 2. CONC. SLAB +DOES, 'SNOT EXIST mm NO SLAB VD1 BE CONSTRUCTm AS PART OF THIS INSTALLATIDK 3. POST SIZE . CV 3'SL x A62' 49 3134 x Mr CM 31S& x IJ'rs0 W 303L x 4W G. ALUNDHLN FASTENERS SHALL BE P_024 -T4. ALL OTHER FASTENERS SHALL BE GALVANIZED STEEL ON CADNOUN PLATED, ALL BOTS &NJ- tONFOBN TO AJLTJL A-307 AND HAVE STANDARD CUT PLATE WASHERS HOLES FOR BOLTS SMALL BE HOLT DIANETER PLUS 1AG& MAXNA 7. OO'ANSDINN BOLTS SHALL BE HILTI KVBC BOLTS KB II CARBON STEEL OR EQUAL PER IAW EJL NM 4647. ALL BOLTS SHALL HAVE A KN N81 CONCRETE EDGE - DISTANCE OF 6 BET DIAMETERS. 6. EACH INSTALLATION SWILL BEAR AN IDEWTIFYM TAG GIVING THE NANE AND ADDRESS OF THE KAN FACT1iRHE L DESIGN LOAM AND ENGASABLITY. 9. ALL ITENS PERTAINING TO EACH PARTICULAR INSTALLATER SHALL BE CDtCLED, IF- PROJECT. POST SPACDNIG. F MTIN G DETAD_ ETC 10. OPEN LATTICE PATIO COVER SHALL NOT E ENCLOSED VITH ANY TYPE OF Sm NATERIAL. AND THE DESIGN LOADS HAVE ONLY BEEN APPLIEB TO THE HORIZONTA PROJECTION AREA O' THE LATTICE. RAFTERS. BEAM. ETC PER • LC3a CRITERIA. 1L FOR ALL. DETAIL RAS. SEF SHEET U [IF iZ I.C.B.O. E.S. EVALUATION REPORT NO. 5580 a1� F FOX ENGINEERING INC. JAMES M. FOX, STRUCTURAL ENGINEER E G. FOX, CIVIL ENGINEER Q6a . TELEGRAPH RDDOWNEY, CA.9o266-=FAXFJ27-29 LATTICE -TYPE FREESTANDING PATIO COVER Ll--- 10. 20 a 30 P.S.F. WI-- WISPEEn s70 & 90 MPx LATTICE PATIO COVER, AS wri. BY, PRODUCTS. INC. SON. as 92631 PHONE 4) : ,m 9s-2o61e 4 OF 12 SF ET8060 KJc f fREESTN } A� 100m. V/ SLAB No NO SUB jw M." im SLAB jw SLAB. INO SLAB LIVE LOAD - 10 P.S.F. 307 Ir s 29%idi • e 29',Qx18' i 30WIr i 31'DldB' t 18'16132' 34*Jbd8' 1 18'JIkW 361&dfr' 18'JOc32' a 37'11x18" NO SLAB MAXIMM RAFTER SPAN L OVERHANG TABLE B BEAM TO POST CM0ECTM SIZE V I N D S P E E D /. WIND SPEEDsUM VIND SPEED -110 LIVE LOAD LIVE Lon �CATER • 0C31W K P K 110K P. gjT .J® Na 99-20619 5 OF 12 SHEET L CLR MAX" MAX. CUL MAXIMUMOVERHANG i0 20 30 10 20 31 1 KP 110 lLP1 N --Z&L— 2•x6 1/2'xA24•- / SLAB SLAB / SLAB 3x8x.042' 31'-9' 1T-9' 7-0' UY-9' Urmft 32 'SOx18 8'1x34 s LJ..P30 PSF 2'x6 1/2'x232' 12'-3' 48-0' 12'-8• 4'-0' H 3-8x.042' 26' 14'-9' 5'-10' 12'-7• 187x30 1 'SOx18 s 8'1x32 s c LJ -20 PSF 2'x6 1/2'x240' LT -4Y 5'-0' ' 15'-9' 51-0' 18'/x32 'S0x18 t 8'1x34 J Ll--= PSF D ji 2'x6 1/2'x02 18-4• ® 11PINGERT M BA7fl� L POST `I 5/37 N.B. TO EL- 6/8'/ KS ® e TO POST x 2p2,4"'WS/ (12(}1 S6 TO POST FREESTANDING LATTICE PATIO COVER WITH OVERHANG (WIND SPEED400 L 110 MPNJ 181x38 2 AT (RAFTER �� PROJ. 187x32 36'SQx18 RA -F -LER .J® Na 99-20619 5 OF 12 SHEET MAX 10� _ CLEAR) 187x32 370SMdBqllrftMs V�� 1 KP 110 lLP1 N LA --M PSF / SLAB SLAB / SLAB 3x8x.042' 31'-9' 1T-9' 7-0' UY-9' Urmft 32 'SOx18 8'1x34 s LJ..P30 PSF H 3-8x.042' 26' 14'-9' 5'-10' 12'-7• 187x30 1 'SOx18 s 8'1x32 s c LJ -20 PSF %18x.042' 31'-9' it -9' 7'-0' UY-7' 18'/x32 'S0x18 t 8'1x34 J Ll--= PSF ji 3-8x.042' 26' 14'-l9' 5'-10' 12'-Y 18'fx30 3 'SOx18z s PpOSpTp��TTPE�S }�•� 0 x C8)-6�14• e6r r �Ap2,4p'V�/ ® 3x3•�2p3,2p'W/ +c9 14'cAk r ® e x 2p2,4"'WS/ (12(}1 S6 El 032' lei ` g?* 14 SKS NOTE1 POST TYPES ® AND © ARE USED FOR SLAB CONDITION, POST TYPES El 'AM © ARE USED FOR FOOTING TABLE r M I NO ESi L (EXISTING NEW) COMPLETELY SURROUNDS 2. CONC. SLAB DOES NOT EXIST AND NO SLAB CONSTRUCTED AS PART OF THIS DVILL� TUK 3 POST SIZE (U 7SQ x A62' GO 3MM x A83' CM 3MM x .125' (4) 3'SQ x 1881 TABLE C / TABLE D 18.626. 39'SQxi 181x38 2 F FOX ENGINEERING INC E JAMES M. FOX, STRUCTURAL ENGINEER JAMES G. FOX, CIVIL ENGINEER a62) 8060 TELEGRAPH RD. DOW EY, CA.7o a 806-L937FAXOR7-2509 187x32 36'SQx18 18'1«36 s .J® Na 99-20619 5 OF 12 SHEET 187x36 39'Saxl 187x38 187x32 370SMdBqllrftMs NO SLAB IVJf SLAB I NO SLAB I W/ SUB I NO SLAB LIVE LOAD - 10 PAF. 18'1bel2' i 36'~ 18'1x32' s 35•Ake• 18%kW i 34'Ad8' 18'h30' i 3491x18' 18-jbc3r t 35*Jbw 18'1x32' = 36x18' 18%134• a 1 37.48• s TO REAM CI ® : 100 TO BEAM ,�2 W TABLE F WIND SPEED - 110 RAFTER I TO BEAM QV% FESSio i �N�tS G N0.21543 EXP. 9-30-2005 CMS ��P \SOF CAL\_FgP GENERAL NOTES AND SPECIFICATIONS& 1. ALUMINUM DESIGN AND STRESSES ARE PER THE LATEST EDITION OF THE UNIFORM BUILDING CODE AND THE 1982 EDITION OF THE ALUMINUM CONSTRUCTION MANUAL 2. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YIELD AND ULTIMATE STRENGTHS. 3. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 P.S.I. CONCRETE SLAB SHALL HAVE 3 1/2• MINIMUM THICKNESS AND SHALL BE IN GOOD CONDITION. 4. ALL FOOTINGS SHALL BEAR ON FIRM, NATURAL UN—DISTURBED'SOIL OR CERTIFIED FILL DESIGN VERTICAL SOIL BEARING PRESSURE = 1,000 P.S.F. 5. ALL STEEL MEMBER SHALL BE HOT—DIP GALVANIZED OR ELECTROPLATED AND CONFORM TO A-%T.M. A-446, GRADE C. 6. ALUMINUM FASTENERS SHALL BE 2024—T4. ALL OTHER FASTENERS SHALL BE GALVANIZED STEEL OR CADMIUM PLATED. ALL BOLTS SHALL CONFORM TO A.S.TX A-307 AND HAVE STANDARD CUT. PLATE WASHERS. HOLES FOR BOLTS SHALL BE BOLT DIAMETER PLUS 1/16' MAXIMUM: 7. EXPANSION BOLTS SHALL BE HILTI KWIK BOLTS KB II CARBON STEEL OR EQUAL PER LC.B.O. E.R. Na 4647. ALL BOLTS SHALL HAVE A MINIMUM CONCRETE EDGE DISTANCE OF 6 BOLT DIAMETERS. B.. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG GIVING THE NAME AND ADDRESS OF THE MANUFACTURER, DESIGN LOADS AND ENCLOSABILITY. 9. ALL ITEMS PERTAINING TO EACH PARTICULAR INSTALLATION SHALL BE CIRCLED, I.E., PROJECT, POST SPACING, FOOTING DETAIL, ETC. 10. OPEN LATTICE PATIO COVER SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID MATERIAL, AND THE DESIGN LOADS HAVE ONLY BEEN APPLIED TO THE HORIZONTAL PROJECTION AREA OF THE LATTICE, RAFTERS, BEAM, ETC. PER I.C.B.O. CRITERIA. -IL FOR ALL DETAIL REFERENCES, SEE SHEET 11 OF 12 C.B.O. E.S. EVALUATION REPORT NO. 5580 '"" F FOX ENGINEERING INC E JAMES M. FOX, STRUCTURAL ENGINEER JAMES G. FOX, CIVIL ENGINEER a62) 8060 TELEGRAPH RD. DOW EY, CA.7o a 806-L937FAXOR7-2509 LATTICE -TYPE FREESTANDING PATIO COVER u.P 10, 20 A 30 P". WIND sPEEn =70 L 90 KP.K UTnCE PATM `OVER' AS MFG, sn UNITED DURALUME PRODUCTS, INC. 350 S. RAYMOND AVE: FUUMnON. CA 92631 PHONE 0714) 773-4011. .J® Na 99-20619 5 OF 12 SHEET a . i� , - 7 r�•��1'�:.� ri�-�� , .`.,.ter - Nr ■ . r vn I:m:i.w.10TE 7 w „gar . -.. ar ,. - �� r a- vu �� • 1111111111M), �"f' ON "MPH 8'-0' me' 90 MPH ON SLABION 3 90 MH'H 10'-0• me' + W AMP - - - - IY-0' m8• 6'-5' N 1r m8' --- - W-5• 6'-2' a a: 1 m8' 8'-2' 70 MPH 14' .018' 23 1 9'-0' 1� 4 ma 15' me' LE 8'-7' •418' w17' 18 m8• W-3' W -G* 6'-0• N• Er MMAW AM A25' .01!5' IW A24' 5--7• 5--7' 17 A24- z 7'-7' S-2' 5 1FEA1IER PER 1ETAlt- TA8 EOR POST 20-:21A28' 88-1 20 23 2 - -5 9-2• 26 302 2 2 - 3 2 - - 6•-9• 2 13'-6•/18'-W 4/6 gUW-5* 4'-10' 21'-0 -6 - - - - T-20 26'-3' 11'-4' 8'-0' m8' 140' Aw - - - - M 7-0' me* IL 0: 10'-0' m8' 13'-0'/20'-0' a 111-0' m8' o 5 . ir. me• w J 13'-0 A24• 0 6'-5•' 27 14' A24- -4 J 2- 15' A28' 2 - 8'-3• 2 16' A3r W OF POST M dr ON 10'-6` 9•-9' 6'-5' 21• 24 24'-4' 9'-9' 6'-5' 27 31 3 2 - -141313 2 9'-0' 2 18'-0'/24'-0' 5/8 � 4'-1' 17' A4Q• A28 A32 A32' - - 6'-6• 8'-0' m8' •' N 7-0' m8' W-3' 0. 10'-0' m8• .p 34V - - - - 11'-0' A24 - 311-3' IL 18 - - - - L=5' -IV 5'-10' 128 A24' a J 13' A28' 7_9• r -u• 14• ME- arQ 2 ESI AB w �Aq( vlTtmr 2'-6• of POST SH ALL BE PERMITTED. POST A 4 OF 4• FROI EDGE � SLAS •UBE. LE.. 20• x 20' x 20' DEEP. IF #10 .SJLS. PER POST TO BEAN CONVECTION FOR DETAILS 19 L 'e 14'-6 A40' 34 43 3 L3 TA11 EF In' THLC 15'-9' SHALL BE SET Z FOOTING Sly 3. TOTAL MIN. N 1641 1 16.21 7'-3' a . i� , - 7 r�•��1'�:.� ri�-�� , .`.,.ter - Nr ■ . r vn I:m:i.w.10TE 7 w „gar . -.. ar ,. - �� r a- vu �� • 1111111111M), �"f' ON "MPH 70 MPH 90 MPH ON SLABION SLAB 70 MPH 90 MH'H 41-6' 22 W AMP - - - - 8'-7' 6'-5' STH 6LO�CK --- - W-5• 6'-2' 990 MPH 22 - - - - - - 8'-2' 70 MPH MPH 23 1 9'-0' 3 4 4 ma LOOMM LE 8'-7' jO A W-7' 18 120' AM Mr A25' A25' W-3' W -G* 6'-0• 18 Er MMAW AM A25' .01!5' 7'-5' 5--7• 5--7' 19 A25 A24 A24 - - 7'-7' S-2' 51-2' 1FEA1IER PER 1ETAlt- TA8 EOR POST 8'-u' 20 23 28'-9' 12'-3' 8'-11• 26 30 2 2 2 - 3 2 - - 6'-0' 2 12'-0'/16'-0' 4/5 88-1 20 23 2 - -5 9-2• 26 302 2 2 - 3 2 - - 6•-9• 2 13'-6•/18'-W 4/6 gUW-5* 4'-10' -4• -6 - - - - T-20 26'-3' 11'-4' -6 140' Aw - - - - 2 - - - 3 2 - - 7•-6• 2 13'-0'/20'-0' 3/7 SPAC111G FCflTING'-6' SIZE 20 - - - - - - 6'-5• 20 23 25'-3' LO' -6• 6'-5•' 27 31 2 2- - - 3 2 2 - 8'-3• 2 16'-6•/22'-0' 5/7 OF POST M dr ON 10'-6` 9•-9' 6'-5' 21• 24 24'-4' 9'-9' 6'-5' 27 31 3 2 - -141313 2 9'-0' 2 18'-0'/24'-0' 5/8 10'-2' 1 91-10 1 61-0' 21 24 27-6• 7-1' 6'-0' 26' 32 3 2 - -141313 2 7-9' 2 19'-6-/26'-0' 6/8 ,032 I 9'-Y 7'-2' I 4'-8' 22 IM AM - 1. 8'-10• . 6'-9' 41-6' 22 W AMP - - - - 8'-7' 6'-5' 4--3• 22 140' A400 - - - - W-5• 6'-2' 4--1' 22 - - - - - - 8'-2' W-10• 3'-1V 23 120' .=& A20' .018' A18' I 9'-0' 7-3' 7'-3' 18 120• A20' A20. 018• AU)' 8'-7' 6•-7' W-7' 18 120' AM Mr A25' A25' W-3' W -G* 6'-0• 18 Er MMAW AM A25' .01!5' 7'-5' 5--7• 5--7' 19 A25 A24 A24 - - 7'-7' S-2' 51-2' 19 128 - - 71-40 4'-10' 4'-10' 19 - - - - T-20 48-6' 40-6' 19 140' Aw - - - - 6'-5• 4•-3' W-7, 19 - - - - - - 6'-9• 4'-0' 4'-0' 20 - - - - - - 6'-7• 7-10' 7-10' 20 120' AM A24 A24 AUr A18' 1 7'-5' 4'=11' 4•-11' 17- 32V A20 A24 A24 A25' AM' r-1' 4•-5' 4'-5' 17 32V A25 A32f AW - - 6'-9' 4•-1' 4'-1' 17 A28 A32 A32' - - 6'-6• 3'-9' 31-9' 17 m- mq- - - - W-3' 3•-6• 38-6• 18 34V - - - - 6-1' 311-3' 3'-3' 18 - - - - L=5' -IV 5'-10' 7-1' 3--1' 18 7_9• r -u• r-5' 18 ESI AB w �Aq( vlTtmr 2'-6• of POST SH ALL BE PERMITTED. POST A 4 OF 4• FROI EDGE � SLAS •UBE. LE.. 20• x 20' x 20' DEEP. IF #10 .SJLS. PER POST TO BEAN CONVECTION FOR DETAILS 19 L 'e 24 22'-9' B'-6• 5'-7' 28 32 o - _ 4 3 312 10'-6' 2 21'-0•/28'-0' 6/9 Wm2 23 •22'-10. 8'-0' 51-3' 28 32 3 2 - - 4 3 3 2 5'-3• 2 22'-6•/30'-0' 7n0 r . u 25 2V -W 7-7• 5'-4' 29 33 1 2 _ - 5 3 3 2 Ir -0' 2 24'-VIW-0. 7/10 . L Lr2'Yx3 L2'EMBEIL 3/8'ix2 L2'Q4EI 25 20'- 7'-r 4•-8• 29 33 3 (4�14SMS TO POST - 5 3 3 2 1r-9- 2 25'-6'/34 7/11 5 25 20'-4' 6'-9• 4'-6• 29 33-41312 (4)-I14SMS TO POST Z - 5 4 3 3 L' --W 2 27'-0'/36'-0' 8/5 L 1/2'?x3 1/2'EMBED. -40 25 191-jr 6'-5' 4- 29 33 4 3 3 2 5 4 4 3' 14'-3• -2 28'-6• am GALV. 'A3' 26 19'-4' 6'-2• 4-1' 29 34 .4 313 2 16 4 4 3 15'-0' 2 30'-0'/40'-0' 9/13 �i► 26 18'-11' 5'-10' X-10' 30 34 43 3 •2 6 4 4 3 15'-9' 2 31'-6'/42'-0• 9n3 20 20'-9' 7'-3• 7'-3' 23 27 2 2 2 - -3 2 - - 6'-0' 2 12'-0'/16'-0• 4/5 �V 1,fr. 21 17-10' 6'-7' 6'-7' 24 27 2 2 2 - 3 2 - - 6--y 2' 13'-6'/188-0'4/6 E IN t O� SP 21 19'-0' 6'-0' 6 -V 24 .27 2 - - - 3 2 - - 7'-6• 2 15'0'/20'-0' 5/7 21 18'-3- 5'-7• 5'-7' 24 28 2 2 -- I - 3 2 2 - 8'-3• 2 16'-6'/220-0' S/7 3 ire THC COIL. 21 17'-7' 5'-2' S'-2' 25 28 3 21--j- 4 3 3., 2 9'-0' 2 18'-0'/24'-0' 5/9 SLAB, 1�"�10•-0• MAX POST hED21T 22 17'-0• 4-10' • 4-10' 25 29 3 2 - - 4 3 3 12.1 7-9' 2 19'-6'/26'-0' 6/8 OC /SEE 22 16'-5' 4•-6• 4•-6• 25 29 3 2. - - 4 3 3 12 1 10'-6' 2 21'-0'/28'-0' 6/9 TABLE A 22 161-0' 4'-3' 4'-3' 23 29 3 2 - - 4 3 3 2 5•-3'- 2 22'-6'/30'-0 7/10��1 CRSS VITF�i 2'-6• aF POSTS SHALL HE PERMITTED. ATTACHED ROOFED -TYPE PATIO 22 13'-6' 4'-0' 4-0' ' 26 29 3 2 - - 5 3 3 2 12'-0' 2 c•s`-0'/32' 7/10 POST SHALL BE SET BACK A CQVER SCALES NTS 23 15'-10 7. 10' 3'-10• 26 30 3 2 - - 5 3 3. 2 12'-9• 2 25'-6'/34' 7/11 MINIMUM OF 4' FROM EDGE OF SLAB. 20'-0' MAXMJM 19 17-1' 4'-5' 4-5• 22 25 2 2 2 - 3 2 - - 6'-0' 2 12'-WnA--0' 4/5 pRp, T 19 16'-4' 4'-5' 4'-5' 22 25 2 2 2 - 3 2 - - 6'-9• 2 17-6•/168-0- 4/6 X212 20 15'-8' 4'-1• 4'-1' 23 26 2 - - - 3121-1- 7-6' 2 15'-0'/20'-0' 3/7 20 151-0' 7-9' 3'-9' 23 26 3 2 - - 3 2 2 - W-3' 2 16'-6'/22'-0' 3/7 ROOF P . 12 20 140-6' 3'-6' 7-6' 23 26 3 2 - - 4 3 3 2. 9•-0' 2 18'-0'/24'-0•3/8 SHT. 9 6 4 1 20 14'-0' 3'-3• 3-3• 23 27 3 2 - - 4 3 3. 2 9'-9' 2 19'-6'/26'--0' 6� EXISTING 5 3'S�'ax.�4'A�ATESt 20 13'-7• 3'-1' 3 -1' 24 27 312 - - 5 3 3 2 10'-6' 2 21'-0'/28'-0' 6/9 MEA FOR SIDE PLATES 21 13'-4' 2''.11' 2-U* 24 27 3 2 - - 513 3 2 5'-3'. 2 25'-6•/34' 7/10 3S 6 DE`TAII. 4. MDL LENGTH AND NUMBER OF 3 NEIN. SCREWS ABOVE DIAGONAL LINE IS FOR 70 M!' Hi VNDIGTH NATER SHT. METAL SCREWS BELOW DIAGONAL LINE IS FOR 1'UTE' POSTS MAY. BE ATTACHED SHT. 5 3 5. CON- ANCHOR BOLT SHALL BE KVZX-BOLT II CARBO TO CONE SLAB. E62BY HA.TL INE IN (5W- 11ANCE` � OR CONC. FOOTING. MAX POST HEIGHT TACTU �Na � �E$ G. FA 3 1/2' Ti0(. CONC. SLAB. OPTIONAL = I- eU W -- 14SMS TO POST 3/8'/x2 1/2' o - - ANCHOR TO FTG. v =� N Wm2 . WASHER PLT. 1.1 N N (4)-014SKS TO POST LC2)-1/4'ex2'ENBED. _ o TO FT& V/1•x2•x � i2.4r�a z'EM�n rua. 2154--1 r . u c N �� _ _ 1 EXP 9-30-2 g Z o m _ L Lr2'Yx3 L2'EMBEIL 3/8'ix2 L2'Q4EI AN -MORS TO FTG.. V/2-x3-3g3/16'STEEL W O P GALV. WASHER PLT. rA A (4)-N14SMS TO POST (4�14SMS TO POST (4)-A14SMS TO POST (4)-114SMS TO POST m 5 L5/8'/x2 3/4'E101ED. 1,3/8•/x2 1/rEMBED. L(2) -3/8 -*2 1/2' L(2) -W4' /x 2' CM (4)-I14SMS TO POST Z K ANCHORS TD .stAB ANCHORS TD SLAB EMLTO SLAB vn•x EMB.TO SLAB Vn x L 1/2'?x3 1/2'EMBED. -40 1,(2)-3/8'Ax2. L/2' L(2) -1I'4' Ox 2' y PLT, V�6.GA.v. � ANCMRS TO SLAB ANCHORS TO SLAB EMLTO SLAB V/1'x EMB.TO SLAB V/1'x o�����WRSTLGALv. WASHER PLT. GALV. AS V/rx3'x3/16'STEEL' V/2'x31x3/16'STEEL x2•x3/160 STL.GALV, f CAl (4)-A14SMS TO POST LCE) -3/8'b12 L2• DGEDANC HOR TO FTI V/ 2'x7x3/16'STL. GAALV. WASHER PLT. = I- eU W F FOX ENGINEERING INC. is JAMES M. FOX, STRUCTURAL ENGINEER JAMES G. FOX, CIVIL ENGINEER c562) 8060 TELEGRAPH RD. DOVNEY, CA.90240 806-1337FAxb927-2509 14SMS TO POST 3/8'/x2 1/2' o oy - ANCHOR TO FTG. v =� N Wm2 . WASHER PLT. 1.1 N N (4)-014SKS TO POST LC2)-1/4'ex2'ENBED. _ o TO FT& V/1•x2•x x 3/16' STEEL r F- c N GALV. WASHER PLT. C4}-414SNS TO POST (4)-N14SNS TO POST p g Z o _ L Lr2'Yx3 L2'EMBEIL 3/8'ix2 L2'Q4EI W W O P - _ - - ANCHORS TO FTG. ANCHORS TO FTG cli m V/21x31k3/16'STEEL V/2'x3-x3n6'STEEL W-014SMS TO POST (4)-I14SMS TO POST 4"14SMS TO POST (4)-1114SMS TO POST 'V. WASHER PLT. GALV. WASHER PLT. i L 1/2'?x3 1/2'EMBED. L L/ -w LE'EMHED. 1,(2)-3/8'Ax2. L/2' L(2) -1I'4' Ox 2' y H ANCMRS TO SLAB ANCHORS TO SLAB EMLTO SLAB V/1'x EMB.TO SLAB V/1'x d o V/rx3'x3/16'STEEL' V/2'x31x3/16'STEEL x2•x3/160 STL.GALV, x2'x3/16• STL A-V. GAIN. WASHER PLT. GALV. WASHER PLT. WASHER PLT. WASHER PLT. 5 7NEY L_-10 7 LL -mm B LL -10 O8 ® LL=20L30 7 L.L-20 O LA-== (4)-A14SMS TO POST LCE) -3/8'b12 L2• DGEDANC HOR TO FTI V/ 2'x7x3/16'STL. GAALV. WASHER PLT. 7n. LL -m LL -30 CROSS - SECTION" SCALES NTS ON FOOTING ONLY TO 3POST L(M-3/THRU 14'%1 TO POST BOLTS THRU C2)-3/irfi THRU i(2)-5/8•/ TO POST i(2)-L/2'D x8'EMBM ANCHORS x71EMBED. ANCHORS x6'EMBED. AIKOtS SL V/1•x2'x3/16' STEEL V/1'x2'x3/l6' STEEL Vn'x2'x3/16' STEEL WASHER PLT. WASHER PLT. WASHER PLT. . . . . THRU BOLT'S C2) -L4'1 THRU BOLTS -� -v,� TO POST LC2)-1/2'2x TO POST L(2)-3/8/Ox04 Y 6'EMB. ANCHORS V/1' 4 1/4'EHOIED.V/I1x2'x - xN xN x.► x.► o x 2'x 3/16' STEEL 9/16'STEEL ar+.. �+o GALV. WASHER PLT. GALV. WASHER PLT. I I ,.I,.El.l --L�2•e THRU BOLTS C2r1/aro -. RU BOLTS W 91'. 9 % «8 9 TO POST LC2)-5/8'jx TO POST LC2Yy 5/8'x +r +r w +:. d o 7'EMB.' ANCHORS W/V 7'EMBED. ANCHORS F c c x 2'x 3/16' STEEL ' V/1'x2'x3/16'STEEL mid - GALV. WASHER PLT. GALV. WASHER PLT, 2)_1/4•/ THRU BOLTS (2}-1/00 THRU BOLTS 6 I' TO POST L(2) -3/e'$ TO POST L(2)-3/1rO t•Ixpix�x?ox P. x4 1/41 EMB. V/1'x28 - x4 1/41EMHED. V/1' g ®®e z� x3/16' STEEL x2'x3/16' STL GALV. GALV. WASHER PLT. WASHER PLT. 69) LL -10 I LL -20 69) LL -30 . E.S. UATION RT NQ, 5580 ERE = I- eU W F FOX ENGINEERING INC. is JAMES M. FOX, STRUCTURAL ENGINEER JAMES G. FOX, CIVIL ENGINEER c562) 8060 TELEGRAPH RD. DOVNEY, CA.90240 806-1337FAxb927-2509 14SMS TO POST 3/8'/x2 1/2' o oy - ANCHOR TO FTG. ymmK1, X� V16•x2•x3' STL Wm2 . WASHER PLT. 1.1 N N (4)-014SKS TO POST LC2)-1/4'ex2'ENBED. _ o TO FT& V/1•x2•x x 3/16' STEEL Do m GALV. WASHER PLT. 7n. LL -m LL -30 CROSS - SECTION" SCALES NTS ON FOOTING ONLY TO 3POST L(M-3/THRU 14'%1 TO POST BOLTS THRU C2)-3/irfi THRU i(2)-5/8•/ TO POST i(2)-L/2'D x8'EMBM ANCHORS x71EMBED. ANCHORS x6'EMBED. AIKOtS SL V/1•x2'x3/16' STEEL V/1'x2'x3/l6' STEEL Vn'x2'x3/16' STEEL WASHER PLT. WASHER PLT. WASHER PLT. . . . . THRU BOLT'S C2) -L4'1 THRU BOLTS -� -v,� TO POST LC2)-1/2'2x TO POST L(2)-3/8/Ox04 Y 6'EMB. ANCHORS V/1' 4 1/4'EHOIED.V/I1x2'x - xN xN x.► x.► o x 2'x 3/16' STEEL 9/16'STEEL ar+.. �+o GALV. WASHER PLT. GALV. WASHER PLT. I I ,.I,.El.l --L�2•e THRU BOLTS C2r1/aro -. RU BOLTS W 91'. 9 % «8 9 TO POST LC2)-5/8'jx TO POST LC2Yy 5/8'x +r +r w +:. d o 7'EMB.' ANCHORS W/V 7'EMBED. ANCHORS F c c x 2'x 3/16' STEEL ' V/1'x2'x3/16'STEEL mid - GALV. WASHER PLT. GALV. WASHER PLT, 2)_1/4•/ THRU BOLTS (2}-1/00 THRU BOLTS 6 I' TO POST L(2) -3/e'$ TO POST L(2)-3/1rO t•Ixpix�x?ox P. x4 1/41 EMB. V/1'x28 - x4 1/41EMHED. V/1' g ®®e z� x3/16' STEEL x2'x3/16' STL GALV. GALV. WASHER PLT. WASHER PLT. 69) LL -10 I LL -20 69) LL -30 . E.S. UATION RT NQ, 5580 ERE o� F FOX ENGINEERING INC. is JAMES M. FOX, STRUCTURAL ENGINEER JAMES G. FOX, CIVIL ENGINEER c562) 8060 TELEGRAPH RD. DOVNEY, CA.90240 806-1337FAxb927-2509 ATTACHEED PATIO COVER vrrH 18•NAX O.H.350 - u. lo. 20 L 30 P.sF. WIND SPEED =70 L 90 M.P.L UNITED DURRALUMETIO �PRODUCTSB INC. - yl S. RAYMOND AVE. Ft1LLERTON. CA 92631 PHONE 0714) 773-4011 � � 99�0f�11 6 OF 12 SHEET ymmK1, 04 = 1� (4)-*14SMS TO POST M�Q00®®� s w L(4)-M14SMS TO POST x2'x3/16' STL.GALV. L 3/8'0x2 1/21EMEM - J W 25 19'-8' V -E' 4'-2' 34 34 3 2 7 4 4 ANCHORS TO SLAB 0 x ANCHORS TO SLABu - 27 16'-9' 3'-1' 3'-1' 35 35 B 4 31015 5 q W/2'x3'x3/16'STEEL EV I 14' -Ur 2'-4• 2'-4• 37 37 10 6 6 3 12 7 7 W & m GALV. WASHER RT. c 25 191-8' 4'-2' 4'-2" .34 34 6 3 3 2 7 4 4 o (4)-*14SMS TO POST (4)-014SMS TO POST 27 160-9' 31-1' 3'-1' 35 35 8 4 4 3 10 515 i z m (4)-ft4SMS TO POST (4>-014SMS TO POST 24 178-P W-2' 4'--2' 32 32. 2 2 2 -13 2 - 25 16'-4' 3' -Ur 3' -Ur 32 -32 2 21-2 - 3 2 - < L 1/2Mc3 1/26EMBED. L3/8'lbt2 1/2'ENBM 26 14•-0' 2'-10• 2'-10' 34 34 3 2 - - 413 3 z/C2)-2'x3'x3/16 a ANCHORS TO SLAB - ANCHORS TO SLAB - GALV. WASHER RT. WASHER ��T.L PLAT. u 7 LL -10 GLV GALV. WASHER a0000s��®� �00v00�0�� iii 'irii 'cr 'EM MMIZZEMIEZZ© 000000���� 04 = 1� (4)-*14SMS TO POST EM&TO SLAB W/1'x s w L(4)-M14SMS TO POST x2'x3/16' STL.GALV. L 3/8'0x2 1/21EMEM - J W 25 19'-8' V -E' 4'-2' 34 34 3 2 7 4 4 ANCHORS TO SLAB 0 x ANCHORS TO SLABu - 27 16'-9' 3'-1' 3'-1' 35 35 B 4 31015 5 q W/2'x3'x3/16'STEEL EV I 14' -Ur 2'-4• 2'-4• 37 37 10 6 6 3 12 7 7 W & m GALV. WASHER RT. c 25 191-8' 4'-2' 4'-2" .34 34 6 3 3 2 7 4 4 o (4)-*14SMS TO POST (4)-014SMS TO POST 27 160-9' 31-1' 3'-1' 35 35 8 4 4 3 10 515 i z m (4)-ft4SMS TO POST (4>-014SMS TO POST 24 178-P W-2' 4'--2' 32 32. 2 2 2 -13 2 - 25 16'-4' 3' -Ur 3' -Ur 32 -32 2 21-2 - 3 2 - < L 1/2Mc3 1/26EMBED. L3/8'lbt2 1/2'ENBM 26 14•-0' 2'-10• 2'-10' 34 34 3 2 - - 413 3 z/C2)-2'x3'x3/16 a ANCHORS TO SLAB - ANCHORS TO SLAB - GALV. WASHER RT. WASHER ��T.L PLAT. u 7 LL -10 GLV GALV. WASHER 9x� I.- (41-014SNS TO POST m1 LC2)-1#4' Jfx Y EM&TO SLAB W/1'x s w L(4)-M14SMS TO POST x2'x3/16' STL.GALV. 4 3 3 3 3 3 3 4 4 4 4 5 13 3 3 3 3 3 14 14 4 4 - - - 2 2 2 2 ■ z 3/8'/x2 1/21ENHED. C* G SLS POST SPACING FOOTM SLD= MPH up MPH 3 411 2 3 H 110 MPH ON ON SLAB 110 MMM64 25 19'-8' V -E' 4'-2' 34 34 3 2 7 4 4 26 18'-ur 3'-10' 3'-10' 34 34 4 2 8 4 4 0 x ANCHORS TO SLABu - 27 16'-9' 3'-1' 3'-1' 35 35 B 4 31015 5 la m W/2'x3'x3/16'STEEL EV I 14' -Ur 2'-4• 2'-4• 37 37 10 6 6 3 12 7 7 W & GALV. WASHER RT. 29 13'-5- 1'-U- I V-11' 38 38 13 7 7 4 15 6 815 c 25 191-8' 4'-2' 4'-2" .34 34 6 3 3 2 7 4 4 P° (4)-*14SMS TO POST (4)-014SMS TO POST 27 160-9' 31-1' 3'-1' 35 35 8 4 4 3 10 515 i 27 15'-8• 2'-8' I 2'-8' 36 36 9 5 S 3 11 616 L 1/2.0x3 L2'EMBEA L 1/2'/x3 1/2'ENBE CA 24 178-P W-2' 4'--2' 32 32. 2 2 2 -13 2 - 25 16'-4' 3' -Ur 3' -Ur 32 -32 2 21-2 - 3 2 - ANCHORS TO SLAB. ANCHORS -TO SLAB o IL 26 14•-0' 2'-10• 2'-10' 34 34 3 2 - - 413 3 z/C2)-2'x3'x3/16 26 13'-4' 21-6' 2'-6' 34 34 13 2 - - 5 3 3 W/2'x3•x3/16'STEEi - - GALV. WASHER RT. GALV. VASHER PLT. SHT, u 7 LL -10 7 0 LL -mm SPEED - 100 L 110 MPH ) (41-014SNS TO POST LCE) -3/8'0x2 1/2' LC2)-1#4' Jfx Y EM&TO SLAB W/1'x EMB.TO 2 A8 V/I'x. x2'x3/16' STL.GALV: x2'x3/16' STL.GALV. 4 3 3 3 3 3 3 4 4 4 4 5 13 3 3 3 3 3 14 14 4 4 - - - 2 2 2 2 TABLE A GENERAL NUTES Alm SPQLFiGT3111S. L ALLPMAN DESM N AND STRESSES ARE PER TFE t!R EDIT>m1 OF THE 1Nff4RM um DM CODE NO THE 1902 EXTD71 DF a mNSTRUCTmN IIAlA1Al. a ALTEfNMTE Al/mADI ALLmS MAY T£ PQt TH35E PiiOVIDES MIN. N10S16 MDN OIDSMS THEY ARE R� WITH THE ALRQMDN AND HAVE EmIAL OR' Lock . L.ENGTH Lnac GREATER R TU A AND LLTMATE STRENGTHL s ALL CONCRETE SHALL L HAVE A MDOMN M DAV COPV RES4VE S OETH OF zm W -W 2 12'-0'/16'-D' 6/7 P.TL CDNCiETE SLAB SHALL HAVE 3 1/2' MEMMM TIOXOESS AND SHILL BE IN CONDrTlDPt 6'-9' 2 13'-6'/18'-0' 7/8. 4. � SHALL BEAR ON FDft NATtR4L U -DISTURBED SML OR CiRTD� 7'-6' 2 13'-0'/20'-0' 7/9 FDL BMW VERTICAL SOIL BEARING PRESSURE = 1AW PSF. 8'-3• 2 16'-6'/22'x' 8/10' S' . TO A-446. ALL STEEL NENEER SHALL BEGN.vAt® odt ELECTROPLATED AND C. `�'-0' 2 18'-0'/24•-0' 9/10 IL 71LINDAN FASTDM SKILL BE 2014-T4. ALL OTHER FASTENERS SHALL BE SiALVAmmm STEEL OR Cmmm PLATED. ALL BOLTS s A.L CONFIION TO 9'-9' 2 19'-6'/26'-0' 9/11 A&SHALTA A-307 BE MIDm HAVE STANDARD CUTLUS 11W S WASH RL HOLEES FUR BOLTS 10'-6' 2 21'-0'/28'-0' 10/12 7. E31PMSM BOLTS SHALL ME HO.TZ KVD( BOLTS 1PL 1S U CARDS N STEEL OR EQUAL PER LCJM EA ML 4647. ALL BELTS SHALL HAVE A MROWN CONCRETE 11'-3•2 22'-6'/�'-0' 11/13 EDGE IIISTNRf OF 6 BOLT DIMETE m .12'-0' 3 24'-0'/32'-0' GAO IL EACH DWALLATION SHALL BEAR Al MENT7YVG TAG GIVOG THE NAME Nm , ADDRESS DF. THE. MAMiFACTURER. DEEM LOADS AND ENCIASAMLITT 12'-9' 3 25'-6 /34 9/11 9. ALL ITEINS PERTAMM TO EACH PART031L AR DNSTALLAT0311SHALL BEC CI= 13'-6' 3 27'-0'/36'-0'9/U LE" �C' � SPS'' ��' ��' CM 111a�EN LATTDm PATm covm SHALL NDT BE EKED WmH AMT TYPE or - Tp 14'-3' 3 28'-6'/38•-0 10/12 MATOOAL, NO THE ice+ LOADS HAVE ONLY N APPLIED TO THE H CREMM L PAO.ECTE N AREA Or THE LATTD:E, RAFTERS. BEA& EM PER LCJM CRZTERUL 15'-0' 3 30'-0'/40'-0' WM v91OR ALL DETAIL REFER. SEE DIET 12 Ott 12: 15'-9' 3 31'-6'/42'-0' 11/13 6'-0'. 2 12'-0'/16'-0' 6/7 6•-g• 2 13'=61/Ur-0' 7/8 7'-6• 2 15'-0'/20'-0' 7/9 8'-3• 2 16'-6•/22'-0' 8/10 9'-0' 2 18'-0'/84'-0' 9/10 7-9' 2 19'-6'/26'-0' 9/U 10'-6' 2 21'-0'/28'-0' 10/12 U'-3' 2 22'-6'/30' 11/13 0,01 12'-0' 3 24'-0'/32' 8/10 J; 12'-9' 3 25'-6•/34' 9/11 �cc j� : S t 6'-0' 2 12'-0'/16'-0' 6/7'LN . 6'-9' 2 Lr -61/18'-0' 7/8 c� ► ,� 7-6' 2 15'-0'/20'-0' 7/9 NO. v Fj 4 8'-3' 2 16'-6'/22'-Q' 8/10 EXP.9-30-20L 9'-0' 2 18'-0'/24'-0' 9/10 9'-9' 2 19-2'/26-0' 9/u. 10•-6' 2 2'-p'/2�� 111/12 1 11'-0' 2 25'-6•/34' 9/u 9�Ole CALIF TART C FTg]TNOTES L 3 1/z' TFOCK• CONCRETE SLAB NO CRAM VITHIN 2r -G' OF POSTS SHALL BE PERIOTTED, POST SHALL R SET BACK A MM OF 4' FROM EDGE OF SLAB 2. FOOTING SIZE IS A CIMS LE.. 20'x2Wx20'>EFP. 3 TOTAL MM NUMBER OF 010 SJLS. PER POST TO BEAN CONNECTION FOR DETAILS 19 L 21L 4. MIN, LENGTH L NIL OF METAL SCREWS ABOVE DIA®NAL LINE TS FOR 3 P 1 31 X Ir x G SLS POST SPACING FOOTM SLD= MPH up MPH 3 411 2 3 H 110 MPH ON ON SLAB 110 MMM64 25 19'-8' V -E' 4'-2' 34 34 3 2 7 4 4 26 18'-ur 3'-10' 3'-10' 34 34 4 2 8 4 4 26 18'-Y 3'-6• 3'-6' 33 33 7 4 4 318 5 5 26 17-4• 3'-3' 3'-3' 35 35 8 4 3 9 5 5 27 16'-9' 3'-1' 3'-1' 35 35 B 4 31015 5 27 16'-P' 2•-10' 2'-10' 36 36 9 5 5 3 101616 27 3S'-8' 2'-8' 2'-e' 36. 36 q 3 g 28 15'-3• 2'-6• 2'-6' 36 36 10 5 3 3 12 6 6 EV I 14' -Ur 2'-4• 2'-4• 37 37 10 6 6 3 12 7 7 28 14•-Y 2'-3' 2'-3' 37 37 6 6 4 13 7. 7 28 14'-1' 2'-2' 2'-2' 37 37 WIG 6 4 14 7 7 29 13'-9• 2'-0' I 2'-0' 36 38 12 717 4114 e 915 29 13'-5- 1'-U- I V-11' 38 38 13 7 7 4 15 6 815 29 17-2' 1'-10' 1'-10' 38 •38 13 7 7 4 16 8 015 25 191-8' 4'-2' 4'-2" .34 34 6 3 3 2 7 4 4 26 18-10' 3"-10' 3'-10' 34 34 6 4 4 2 8 4 4 26 18'-1' 3'-6' 3'-6• 35 35 7 4 4 3 8 5 5 26 17-40 3'-3• 3'-3' 35 � 35 8 4 4 3 9 515 27 160-9' 31-1' 3'-1' 35 35 8 4 4 3 10 515 27 16'-2' 2'-10' L --Ur 36 36 9 5 51 3 10 6 6 27 15'-8• 2'-8' I 2'-8' 36 36 9 5 S 3 11 616 28 15'-3' 2'-6' 2'-6• 36 36 10 5 5 3 12 6 6 28 14•-10' 2'-40. 2•-41 37 37 10 6 5 3 12 7 7 28 14'-5' 2'-3' 2'-3' 37 37 S 6 6 413 7 7 24 178-P W-2' 4'--2' 32 32. 2 2 2 -13 2 - 25 16'-4' 3' -Ur 3' -Ur 32 -32 2 21-2 - 3 2 - 25 lY-8• 3'-6• 1 7-6. 33 33 2 - - - 3 2 - 25 15'-0'. 3'-31 3'-3' 33 33 3 2 - - 3 2121- 26 14'-6' 3'-1' 3'-1' 34 34 3 2 - - 4 313 26 14•-0' 2'-10• 2'-10' 34 34 3 2 - - 413 3 26 • 13'-7' 2'-8' 2"-8' 34 34 3 2 - - 5 3 3 26 13'-4' 21-6' 2'-6' 34 34 13 2 - - 5 3 3 - - - - (4)-A14SMS TO POST (4NH14SMS TO POST. 100 M.P.H. VDU MIN. L MM OF SHEET. METAL SCREWS BELDV THE DIACONAL C4)-014SMS TO POST C4)-N14SNS TO POST.. L C2)-5/8' / x 7' - L3/4'Vx BIXOEDFTrl.- L3/4•Rx e'ENBED. L5/8'Dx 7'EM11M LINE IS FOR 110 N.PJ-L WIND. EKL vA x3 STL ANCFO RS TO FTG. ANCHORS TO .FTG. yw &.ro. FTG, , GALV. WASHER PLT. $W/2'x3'x3/16'STEEL W/2'x3'x3/16'STEEL GALV. WASHER RT. GALV. WASHER RT. (4"14SMS TO POST (4)-K4SM.T TO POST L02} -3/8'0x2 I/2' LC2)-W4',hc 2' EKLTO SLAB V/1'x EMSTO SLAB WA'x - x2'x3/16' STL.GALV. x2'x3/16' STL.GALV.. - WASHER RT. WASHER RT.. L C2)-5/8' / x 7' ENS ANCHOR TO.FTG. W/1 1/160x2'x3' STL GALV. WASHER RT. (4)`014SMS TO POST (41-014SNS TO POST LCE) -3/8'0x2 1/2' LC2)-1#4' Jfx Y EM&TO SLAB W/1'x EMB.TO 2 A8 V/I'x. x2'x3/16' STL.GALV: x2'x3/16' STL.GALV. WASHER RT. WASHER RT. B A LL -111 nom, LLL --=30: LL -20 i L.L.=30 -cm a2 0 -' x; W mi W H v - q o z x � m L.L..2D. SH(r.11 O N F O O T I N G O N L Y C2>-3/4'/ M.B. 02)-3/4'/ N.B. (2)- wore M.8 L L L C2)-1'/ x 6' CONC. x 6' CONC C2}3/41 x 8' COAG EMBED. AILS EMBED AJL'S EMBED. A.B.'S (4)-014SMS TO POST M2J-5/8'!x 7'E0EI %NCHOR TO FTG.W/ 1 1/16'x2'xl/4• STL. GALV. WASHER RT. (4)-014SMS TO POST M2)-1/4'dx2'EMBED. TO FTG. W/P)Vx GAALLV. WASHER RT. On L.L.-30 CZ) -3/4'/ llS C2)-3/4'/ M.B. C2}-5/8'1 M$ L L L C2) -1'f x 6' CONC. C2) -1't x 6' CONC. C2> -3/4A x 8' cmm EMBED. A.B.'S EMBEI A.a's I EMBED. A.B.'S LJ.r10 1 (6) LLL -+EO (6) LL -30 I.C.B.O. E.S. EVALUATION 5580 REPORT NO. N>■� ENGINEERING INC. JAMES M. FOX, STRUCTURAL ENGINEER JAMES G. FOX, CIVIL ENGINEER c562) RD. DOWNEY, CA.90M 806-1337FAXM27-2509 ROQF-TYPE ATTACHED PATIO COVER WITH 18'MAX. MK Ll.= 10. 20 L 30 P.S.F. WIND SPEED =100 L UO KPiL LATTD3= PATI] COVER. AS MFG. 1 UNITED DURALUME PRODUCTS, INC. 350 S RAYMOND AVE. FHALERTON. CA 926M PHONE C714) 773-4011 ,� NO.99-2p61e 1.FOX 7 OF 12 SHEET 11MA60GRAPH POST TYPES ® 4O'v/i�-14�sl.rWIND m MrPpWST/ 6--14S6r 3 x�4p'%Tl ♦G O 14� S6KS 14 S.KS 8'-r 11'-0' 14'-6• 18'-0' NO SLAB V/SLAB NO SLAB- I V/SLAB NO SLAB - V/SLAH NO SLAB V/SLAB POST CONNECTION 70-8 3&SQjLofir 30SUaLffir 30S4xAW 3'SQ.xA83' 2'-6'Sax16' 19V x2'-3' 2' I" *2'-7 2"-11030id I" M2'-6' 3'-2' 18' I" x2' -IV L4 70-c 2MOILOW W=XO97 3'Sax125' rs4x188' 3-riaxla' in x2' -r 3r-enaxw 1e'm xr-u' r-GmLxw uric xr-r 3'-rmxw uriv xr-4- Go 90-8rsmxmw rsamow 3=xd2r 3'50.x188' 3'-0'53x18' 18'/ x2'-76 3-2'SOad 18'i x2' -u' 3-5'Sax18' tro x3' 1• 3"-B'Sax1r 18'A x3'-4• oa 9o{ 3-SQx.12 V 3=x.123' 3'Sax.188' 3'SQ31 3'-4=3dB• I" x7-0' 7- 187 a3'-+2' 7-U I" x7-6' 4'-2'54x18' 18y x7-'9' r 12'-9- SHT.11 �'W i SHT.11 �% c2>_5/r$C12>^i S .0 C3l-1/2'0 C3)-I/l 90-9 SHT.0 G!>-51W121-51WUSED 70-D 3'Sax.o62' 3'SO.x062' 3'SaxJW 3'SQ xAW 2'-4'Sa it 18'/ xr=2' LP-Gomxw 18'1 x2'-3' r-9'SO.3w 187 xr=6• Fussum 18'/ x2'-8' a 70-C 303LxAW 3'SQA083' 3'84x.125' 3050.xIEV 2'-10'SQ.31 18'1 x2'-6' 3'-0'Sa318' 187 xr-8. 3'-3'Sax16' 187 x2'-11 T-6'Sax18' 18'1 x3'-' d 9XH-B 3'SQx o62' 3'SaxA83. 3•SO.x1E'.r 3-S zuer r-9'SO.�dB' 187 xr-6. 3'-0•Saxle• 18'/ x2'-8. 3,-3.53x18' 187 x2'-li 7_6•Sax18. 18.0 x7 -.r 14'-9- 14'-9' 14'-9' 14'-9- 90-C 3'53x125' 3'Sax188' 3'SO.x .25' 3'-4'SaadB' 18'0 x2'-il' 3'-7'SQxl 187 x3'-2' 3'-10'Saxl 18'/ x3'-6. 4'-1'53x18. 18'1 33'-9' r 4 40Z 40X 40X 40 W-10- 5'-7' J 5'-0• X OVERHANG MAXIMUM ALLOVABLE RAFTER SPAN-3'x8'x.042' V/CHANNEL INSERT POST TYPES ® 4O'v/i�-14�sl.rWIND m MrPpWST/ 6--14S6r 3 x�4p'%Tl ♦G O 14� S6KS 14 S.KS RAFTER BEAN TO POST CONNECTION -M H WDM SPEED -90 C TABLE C L.L. s 20 PSS. L 3 To BEAN TO POST � m DEAN ro POST o a r "� 70-8 1Lo C 17'-9' 17'-9- !r-9' 17'-3• x r -j 70-D 16' -IV 12'-9- SHT.11 �'W i SHT.11 �% c2>_5/r$C12>^i S .0 C3l-1/2'0 C3)-I/l 90-9 SHT.0 G!>-51W121-51WUSED ARE NOTEO POST TYPES ED AND � TYM FOR M AND mSLAB CONMTIOK ARE USED FOR FOOTING d SHT.0 CM- I' A I CW- V $ d SHT.0 t2)- 1• $ GD" V cONDITI oL . L mw r roppenrlk- L CONCRETE SLAB CEXISTING OR NEW) COMPLETELY SURROUNDS NEW FOOTING. 2. CONCRETE SLAB DOES NOT EXIST AND NO SLAB WILL BE CONSTRUCTED AS PART OF THIS DYSTALLATIOW SHT. u EXISTING PATIO COVER LENGTH TABLE A,TTTCE HUG" NUMBER OF POSTS SA�y LATTICE CDIY£RCAL . STRUCTURE C2)_POSTFOOTING RE SEE TABLE A S M THIS OPEN LATTICE -TYPE STRUCTURE MAY i� BE ENLLOSEII , OPEN LATTICE -TYPE PATIO COVER 20'-0' MAXIMUM MULLIKIN yy 24 MAX UVLNHAND AT FASTENERS d RAFTER VEND SP£ED-70 H -M H WDM SPEED -90 C 0 RAFTER1 TO BEAM ITO TO BEAN fro RArml To REAM L.L. s 20 PSS. L 3 LEG EA, LEG EA LEG rOTAL) VnTTJ (4 -TOTAL) BOLT MAXIMUM ALLOWABLE RAFTER SPAN-3'x8'x.042' CTEN TABLE B LA-=eo PSH. M SPEED -M H WDM SPEED -90 C miul TO BEAN fro RArml To REAM LA. - 20 PSS. L 30 PSS. 014 DOTAL) (2)-1110-16 x3/4'TEKS EA. LEG. C4_TOTJ VA L/r WASK PLT Ca -014 EA. LEG C4 -TOTAL) C2)-010-16 "'LEG EA. tEG 4-TOTJ V/1 1/2• WAASK PLT. MAXIMUM ALLOWABLE RAFTER SPAN-3'x8'x.042' A LA-=eo PSH. WIND SPEER L 'EXPOSURE 70 H 70 C 90 8 f 90 C j loo B 1 100 c u0 B 1Lo C 17'-9' 17'-9- !r-9' 17'-3• 17'-9- 14'-1' 16' -IV 12'-9- 402 40 402 6'-0' r -V 5"-r 6'-e- 5'-0' OVERF1ANG . LL -30 PSF. WIND SPEED L EXPOSURE 70 B. 70 C 90 B 90 C 100 B 100 C AO B 110 C 14'-9- 14'-9' 14'-9' 14'-9- 14'-9' 14•-1' 14'-9' 12'-9• 40Z 40X 40X 40 W-10- 5'-7' I S' -lo' I 5'-0• X OVERHANG MAXIMUM ALLOVABLE RAFTER SPAN-3'x8'x.042' V/CHANNEL INSERT LL =20 P.S.F. WIND SPEED L EXPOSURE 70 H 1 70 C 1 90 B 1 90 C 100 8 100 C 110 B 110 C 13'-9' 1 13'-9' 1 13'-9• 1 L3'-1' 13-W 12'-3' 13'-6- U-10# LJ --30 P.S.F. WIND SPEED L EXPOSURE 708 1 70C 1 90B 1 90C 100H 1000 1108 1100 1r-7• 1 12'-7• 1 12'-7• I Lr -r I 12--7• 1 12'-3' 1 1r -r I u -10- EDGE OF SLAB 3 1/2• THG CONC SLAB, SHT. 0, SHT. 11 8'-0' MAX POST HEIGHT rem POSTS MAY BE ATTACHED CROSS - SECTION � SLAB, OR CONI. SCALE NTS ES G. qF: s N0. 21543 EXP 9-30-2005 �l4�OF CgLIFO��\P . GENERAL NOTES AND SPECIFICATION& L ALUMINUM DESIGN AND STRESSES ARE PER THE LATEST EDITION OF THE UNIFORM BUD.DDNG CODE AND THE 1982 EDITION OF THE ALUMONKM CONSTRUCTION MANUAL 2. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AM HAVE EQUAL OR, GREATER YIELD AND ULTIMATE STRENGTHS. 3. ALL CONCRETE SHALL HAVE A MIN" 28 DAY COMPRESSIVE STRENGTH OF 2.500 GOOD CONCRETE SLAB SHALL HAVE 3 L/2' MDGNUM THICIGI S IMO) SHALL BE IN 4. ALL FOOTINGS SHALL HEAR ON FIRM, NATURAL UN -DISTURBED SOIL OR CERTTFlED FILL DESIGN VERTICAL SOIL BEARING PRESSURE - I= PSF. 5. ALL STEEL MENDER SHALL HE HMT -DIP GALVANIZED OR ELECTROPLATED AND CONFORM TO A.S.T.N. A-446, GRADE C. G. ALUMINUM FASTENERS SHALL BE 2024-T4. ALL OTHER FASTENERS SHALL BE GALVANIgD STEEL OR CADMIUM PLATED. ALL BOLTS SHALL CONFORM TO AS.TK A-307 AND HAVE STANDARD CUT PLATE WASHERS. HOLES FOR BOLTS SHALL BE BOLT DIAMETER PLUS L/16' MAXIMUM. 7. EXPANSION BOLTS SHALL BE HRLTI KVIK BOLTS KB Q CARBON STEEL OR EQUAL PER LCJ A E1L NO. 4647. ALL DOLTS SHALL HAVE A MDIIMM CONCRETE EDGE DISTANCE OF 6 BOLT DLWETER& Q EACH INSTALLATION SHALL HEAR AN IDENTIFYING TAG GIVING THE NAME AND ADDRESS OF THE MANUFACTURER, DESIGN LOADS AND EN0.DSABIITY. 9. ALL ITEMS PERTAINING TO EACH PARTICULAR INSTALLATION SHALL BE CIRCLED, LE, PROJECT, POST SPACING, FOOTING DETAIL., ETC. IL OPEN LATTICE PATIO COVER SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID MATERIAL, AND THE 1EUGN LOADS HAVE ONLY BEEN APPLIED TO THE HORMWAL PROJECTION AREA OF THE LATTICE. RAFTERS. BEAM. ETC. PER LC,BRITERIA. .a C U. FOR ALL DETAIL REFERENCES. SEE SHEET Il 13F 12. I.C.B.O. E.S. oA� LATTICE -TYPE, ATTAQED LATTICE PATIO COVER .NOH fa 99-2061e EVALUATION F FOX ENGINEERING INC, COMMERCIAL STRUCTURES UNITED DURALUME PRODUCTS, INC. 5580 E: JAMES M. FOX, STRUCTURAL ENGINEER UJ..- 20 L 30 P.S.F. 330 S RAYMOND AVE_ 8 OF 12 REPORT NO. JAMES G. FOX, CIVIL ENGINEER o60 WEND SPEED L EXPOS RE- FULLERTON, CA 92631 8060 TELEGRAPH RD. DOWNEY, CA!� a 806-1337FAX#927-2509 70-H, 70-C, 90-H L 90-C PHONE 0714) 773-4011 SHEET ■ f l« Lwu. .lam:.•}��.'i� �lI'�:�zl�r:� 1 li 771 �t1_1&-! F; 3w--"mifI IIIILr*irisimviin i�"t:•ILIijS• 1/Ei�iE'�� �1■,EA��t�%i•149 - � :. ala: 11 w,.... 111 `- 0 70-H 3'SQ.x.0W 3•SO.x.083. r-4'=JW 187 x2'-20 70-C 3•SQxIW 3•SQ.x.125• r-IVSaxl INV x20-6• nr 90-H 3•SQx.Q62' 3S2xAW I 3'SQ,x4Zr 3•SQrx.]E3• r-9• X14. 187 x20-6• N 90-C 3-SLx.125• 39SOi iM 3'80.x148' 30sax .25.3'=4'=Wlr 19.9 xa"-u• ■ J POST TYPES 0 x 4p'9WT/ A -I4 SJLS ® �xp'p+�i ie>r + s���1 ® x .024•x/ � SOLS xi NOTE1 POST TYPES m AND ® ARE USED FOR SLAB CONDITION. POST TYPES ® AND m ARE USED FOR FWTING CONIIIIIOK TAA P f'�TMQTESI L CO CRETE SLAB CEXISTDNG OR NEW) COMPLETELY SURROUNDS NEW F1 OnM 2 CONCRETE SLAB DOES NOT EXIST AND NO SLAB WILL BE CONSTRUCTED AS PART OF THIS INSTALLATION. i FOR MIDaM UM LENGTH OF LATTICE PATIO OVER SEE TABLE A. MIKXUM NUMBER OF POSTS. 3 I&V TMC. COW- �� MIKLENGTH! OF LATTICE COMERCAL SLAB, OPTIONALSTRUCTURE '(2> -POST TSEEFO°AHLEW"� ° MOT 1 THOS OPEN LATTICE -TYPE STRUCTURE MAY BE ENCLOSED, OPEN LATTICE -TYPE PATIO COVER SCALE; NTS FKILI17-4 x2'-10• x3•-9• x20-6• r-116SOXI Meq x20-4• ALL' 3'-6•Sax14'14Y x3'-2• x21 -u• 3•-6•sa314• lel x3• -r md'-6. 4•-1'SQjdlr ley x3•-9• 20'-0' HAMA PRLJLCTIUN 24 MAX. i UVUCHANU LA EDGE OF SLAB •3 111 THL COMM SLAB. SHT. . 11 TO RAFTER1 TO BEAM rM RAFTE]tj TO BEAN TO. RAFTER1 TO BEAN rM RAFTER1 TO BEAN LL - 20 P.S.L L 30 PSS. LL - 20 P.S.I. L 30 P.S.I. C23-01 x3/4'TEKS EA. LEG EA. (4 -TOTAL) C4_TOTJ X10-16 LEG WA 3/20 C2)-014 EA. LEG C4-TOTAL)(4-'TOT.) C2>410-16 x3/4' n= EA. LEG W/1 1/2• CEO-014SMS EA. LEG 0-TOTAV C2) -#10-L6 x3/4gUM EA, LEG C4 -TOT.) W/1 ire CEIP-014SMS EA. LEG C4 -TOTALS C23 -L10 -1E x3/41TEIC EA. LEG (4-TDTJ W/I LFr WASK PLT WAASFK PLT. WWAASK PLT VWAASK PL1 60� 61YTG 6o61 -T6 6061-T6 M 6 BEAN TO POST CONNECTION TABLE C wm L EXPOSURE TO BEAM TO POST WIND SPEED L EXPOSURE TO HEMI TO PAST 70-D a o 70-B a a SHru-5/e'X c�-3/8•XA SNTu Ca-�8•X a SHTu C3, -t rrr CD -L•2 -j sHMTu c2>-s/4•X C0-5/4.20 J J SHT11 C3D- 1• C33- I - ,g 0 SNT.11 W- 1• CM- 1• /ikcFESSI��, ��QE MES v z 0. 21; 543 EXP 9-30-2005 e'-0• MAX POST HEIGHT MOTE1 POSTS MAY HE ATTACHED CROSS - SECTION TO COW_ SLAB, OR CW_ FOOTING. SCAM NTS J'lCAAL OF CALIF�R% GENERAL NOTES AND SPECIFICATION& L ALUNDNUM DESIGN AND STRESSES ARE PER THE LATEST EDITION OF THE UNIFORM BU UMNG CODE AND THE 1982 EDITION OF THE ALUMINUM CONSTRUCTION MANUAL 2 ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM! ASSOCIATION AND HAVE EQUAL OR GREATER YIELD AND ULTIMATE STRENGTHS 3 ALL CONCRETE SHALL HAVE A ADO)" 26 DAY COMPRESSIVE STRENGTH 13F 2,500 P. * CONCRETE SLAB SHALL HAVE 3 1/2• MINIMUM THICKNESS AND SHALL BE IN 4. ALL FOOTINGS SHALL BEAR W FIRM, NATURAL UN-DISTIAMM SOIL OR CERTIFIED FDL DESIGN VERTICAL SOIL BEARING PRESSURE = 1A00 P.SF 5. ALL STEEL MEMBER SHALL BE HOT -117 GALVANIZED OR ELECTROPLATED AND CORM TO ASTM. A-446, GRADE G 6. ALUMINUM FASTENERS SHALL BE 2024-T4. ALL OTHER FASTENERS SHALL BE GALVANIZED STEEL OR CADMIUM PLATED. ALL BOLTS SHALL COMFDRM TO &LT.ML A-307 AND HAVE STANDARD CUT PLATE WASHERS HOLES FOR BOOTS 04ALL BE BOLT DIAMETER PLUS 1/16• MAXIMUM. 7. EXPANSION BOLTS SHALL BE FILTI KVIC BOLTS KB II CARBON STEEL OR EQUAL PER I.C.HO. EA NO. 4647. ALL BOLTS SWILL HAVE A MINIMUM CONCRETE EDGE DISTANCE (IF 6 BOLT DIAMETERS IL EA04 DMTALLATDM SHALL BEAR AN IDENTIFYING TAG GIVING THE NAME AND ADDRESS (IF THE MANUFACTURER, DESIGN LOADS AND E NCLOSABILITY. 9. ALL ITEMS PERTAINING TO EACH PARTICULAR INSTALLATION SHALL BE CIRCLED, LE., •PACT. POST SPACING, FOOTING DETAIL. ETC 10. OPEN LATTICE PATIO COVER SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID MATERIAL, AND THE DESIGN LOADS HAVE ONLY BEEN APPLIED TO THE HORIZONTAL PROJECTMN AREA (IF THE LATTICE. RAFTERS, BEAN, ETC. PER T r v ^ CRITERIA 1L FOR ALL DETAIL RUMMoICES, SEE SHEET U OF 1P. _ =RN F FOX ENGINEERING INC. JAMES M. FDX, STRUCTURAL ENGINEER E JAMES G. FOX, CIVIL ENGINEER c96a 8060 TELEGRAPH RD. DOWNEY, CA.ma 606-1337FAX927-2509 LATTICE -TYPE, FREESTANDING COMMERCIAL STRUCTURES LL= 20 a 30 PSF WMMD SPEED L _ 70-8, 70-C. 90-8 L 90-C LATTICE TYPE COVER, AS MFG. BY, UNITED DURALUME PRODUCTS, INC iso S RAYMOND AVE. F tA_LERTON, CA 92631 PHONED rn4) 773-40u .� wa 99-2o61a 9 OF 12 SHEET ATTA04ED LATTICE / COMMERCIAL STRUCTURES TABLE A v= SPEER = : / / 14•-6• 1lr-0' NO SLAB FASTENERS / ANGOR BOLT COVNECTM TABLE C d TO WQW CONNECTION MAX POST HEI0HT. MAIL POST HEIGHT r�r i1TO 100 1108 0 EXPANDOSURIE 8'-7' 11'-0' 14•-6• 18'-0• 8'-7* u'-0- 140 -Mir Ir_r NO SLAB V/SLAG NO SLAB I V/SLAB NO SLAB ' V/SLAB NO SLAB V/SLAB . RAFTER1 TO BEAM RAFTER1 TO BEAM TO RAFTER1 TO BEAM IM RAF`11ER1 TO BEAM Li - 20 PSL % 30 P.S.I. LL - 20 P.S.I. a 30 P.S.I. 3'SOAZV 3 1/2S0.x188• 100-8 3•SO.x.082• 3'SO.x,125' 3'SQx.188' 3'SQxIW W-2'SMUM I" 3t2'- 3'-5'SQjd 18.11 x7 -W 3-80SO.318. 18'/ 3&7-41 3'-11IWO x7-8' 4 C2M3 EA LEG 0 -TOTAL) 1/4-14 TEKS EA. C4 -TOTAL GD -014 EA LEG (4 -TOTAL) ' 09.1/4-14 TEKS EA. LEG (4 -TOTAL) Ca"14 EA LEG (4 -TOTAL) C2)-1/4-14 TEKS EA. LEG (4 -TOTAL) CZ)-tl EA. LEG 0 -TOTAL) m-1/44 TEKS EA LEG C4 -TOTAL 7-7'SQx18' 100-0 3'SQx125' 3'SQuc18 8' 3'SQx188' 3 1/2'SQx188• -6'SO x18. 18'/ x3'-0• 3'- •_ • • 18'11 x3'-4 4 1•Sax18• 18.11 x3'- r 4-4•SOadB 18'/ x3' -u d u04 3-30ix.12 P 3'SCx12S,• 3•SQjLl.W 3'SGjgZ5' 7-4•SCLXUr I" x3'-0• 7-7'SQx.l 18'11 x3'-4• 7-10'Saxl 18'3 x3'-8• 40-2'SGWOO 18y x4'-0• 110-C 3'SLx125' 30SQjLlBB' UO -C 3*SQjLI25vi 3'SQx188' 35SQx.27 3 1/2'Sax.23' 3•-7'SQx18. 187 x3'-2' 3'-10'30.x18 18'1 3L7-50 4•-2'Sax18• 18'1 x3'-9' 4•-6'SG.x18. I" x4•-0' 3'-7'SO.x18. 187 x3'-2• 3'-10•SQ.x18. 18'1 x3'-5' 44-2'SOXIIP 187 x3'-10' 1D0 -B 30SlLxAW 39SO.x083' 3'SQx.325' 3'SLxIW 31-10'SOj18 18'11 x2'-8' 3,-emcwir 18'/ x2'- 3'-6'Sax18. 18'11 3a -r . 3'-8'SO.x18' u" x3'-40 100-0 3'SQx125' 30SQA188' 3'Sax188' 3 1/2'SQx188' 7-6•SQx18. 18'l x7-0' 7-9'.0.x1 18'1 x3'-4' 4'-1'Saxlli' 18'/ x3'-8' 4•-4'311/3d8' 187 x3'-11• d 110-3 3-SQxMW 3-SQx.325' 3'SQx188' 3'SLxl88'-%-SO.x18. 18.1 x2' -1(r 3'-5MQx18 18'1 x3'-0' 3•-8'.0.x18' 18'1 x7-4- 3'-U-SOxl 18'1 x3'-7' 110-0 3'SQx.1E5' 3-SL%188' 3'SQx.25' 3 1/2'SQx .2r 3-7'SO.x18. 18•l x3' 2' 3'-7',0.x1 18'1 x7-5' 4'-2'SMxW 18'/ x3'-9' 4•-6'SO.x18 18.1 x4•-0' ATTACHED LATTICE / COMMERCIAL STRUCTURES TABLE B 1r-7- u'-0' 14•-6• 1lr-0' NO SLAB v/SLAB NO SLAB V/SLAB NO SLAB W/SLAB 100-8 3'SQx125' 39SQjUW 30SLx188' 3•-2MLxlir 187 x2'- 3'-5'SQx18• 18•v x3'-0- 3'-8'S0.x18' 18.11 x3'-4• 4 100-C 3'SQxJ25' 3'SQ3L188' 3'SOAZV 3 1/2S0.x188• 7-6:SQ3d8. 18.1 x3'-1• 3'-9'S0.x18• 18'1 x3'-4' 41-IMLxUr 18'/ x3'-8' d 110-8 3•SQxl25• 3-SQx.125' 3•SQx.18B• 3'StLx25' 3'-4'30.x18' 18'R x2'-11. 7-7'SQx18' 18.1 x3'-26 30-10'SQx18 18'/ x7-5' a 110-C 3'SLx125' 30SQjLlBB' 3'30.x.25' 3 1/2'SO.3L25' 3'-7'SO.x18. 187 x3'-2• 3'-10•SQ.x18. 18'1 x3'-5' 44-2'SOXIIP 187 x3'-10' 100-B 3'SO.x.069' 3SC.x,083• 3'SO.x.12V 3'SO. UMP a100-0 3MQxl.W 3-SQx.188- 3'SQu.23' 31/2SQ.X188• d 110-8 30SCxAS38 3'SO.x12S' 30SQx.188' 30SLx.188' 110{ 3-SQx188' 3 3/2'SQx188' 3-SO.x.188' 3 U2'SO.x .25' J NOTE, REFER TO SHT. 8 L 12 FOR AND DETAIL CONNECTIONS. 187 x3'-11'. 187 x3'=9• 187 x4'-1• 16'1 x3'-7' 3'-24SQ.x18' 18'1 x2'-10' 3'-6'Sax18. 18'l x3'-2' 3'-8'SO x18' 18'l x3'-4' 187 x3'-1• 3'-9'SQxI8' 18'1 x3'-4' 4'-1'SQ318' 187 XT -W' 4•-4' x18. 18'/ x3' -2l' 187 x2' -E 3'-5'SQ.x18'_ 18'1 x3'-0' W-B'SO.318. 187 x7-4' 3'-11'30.x18 187 x3'-7* 187 x3'-2' 3'-10•S2x18' 18'1 x3'-6' 4'-2'SO.x18' 18'1 x3'-101 41-61SCLu19. 18•/ x4'-1' BEAN TO POST CONNECTION TABLE D TO BEAM IMP=.- � To BEAM TO POST EXPOSURE L // • :: , J.,, Sm m C3)-5/8'14., r ` FQ�' v^ o SHT11 C3)-3/4'14: cu ,' N X11 C3)-3/4714. NO.21543 s , EXP. 9-30-2005 )� SHT.11 t3)-1.1 Ka jx�CML �P OF CAL\F�0, TABLE FOOTNOTES+ L CONCRETE SLAB Ct708TDNG 13R NEW) COLPLETFLY SURROUNDS NEW FOOTING, Z CONCRETE SLAB DOES MOT EXIST MID NO SLAB WILL BE tONSTRUWED AS PART IF THIS INSTALLATI M. I.C.B.O. E.S. EVALUATION 5580 REPORT ND. 0)-3/419M.B. SRT11 C31-5/B'MiL C3)-3/4714.8. CD -VO M.a C, (3)-3/4'0.B. CO -19 M.B. CD -100 M.B. TM C3)-3/41M.B. C3)-3/41KI J 0) -Il ALB.. ,3 d% SHT.0 C3)-17 N.B. CD -1-0 14.8 t=FOX ENGINEERING INC, . E JAMES M. FOX, STRUCTURAL ENGINEER JAMES G. FOX, CIVIL ENGINEER Cs6 8060 TELEGRAPH RD. DOWNEY, CA.90E40 806-1337FAM27- ASSEMBLY INSTRucTIONS, VIIEID SCREVS, FOR IOTAS FIR LARCH CNORTHU OR G 0, THE PART OF THE LEAD HOLE RECEIVING THE SHANK SHALL BE ABOUT SEVEN EIGHTS THE DIAMETER OF THE SHAW AND THAT RECEVING THE THREADED PORTION SHALL BE ABOUT SEVEN EIGHTS THE DIAMETER OF THE SCREW AT THE ROOT OF THE THREAD. THE VOE D SCREW SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A SCREW- DRIVER OR OTHER TOOL, NOT BY DRIVING WITH A HAMMER. SOAP OR OTHER LUBRICANT SHALL BE USED ON THE VOOD SCREWS OR IN THE LEAD HOLES TO FACILITATE INSERTION AND TO PREVENT DAMAGE TO THE WOOD SCREW. SCREWS, THE LEAD HOLE FOR TME THREADED PORTION SHALL HAVE A EQUAL TO 70 PERCENT IN WGOD FOR DOUGLAS FIR LARCH.CNORTH) AND LENGTH EQUAL TO AT'LEAST THE LENGTH OF THE THREADED PORTION. THE WOOD SCREW' SHALL BE INSERTED IN ITS LEE HOLE BY'TURNING WITH A SCREWDRIVER OR OTHER TOOL, NOT BY DRIVING WITH'A HAMMER SOAP OR OTHER LUBRICANT SHALL BE USED ON THE WOOD SCREWS OR IN THE LEAD HOLES TO FACILITATE INSERTION AND TO PREVENT DAMAGE TO THE WOOD SCREW. GENERAL NOTES AND SPECIFICATIONS, L ALUMINUM DESIGN.AND STRESSES ARE PER THE LATEST EDITION OF THE LANDFORM BUILDING CODE AND THE 1982 EDITION OF THE ALUMINUM CONSTRUCTION MANUAL Z ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMVAM ASSOCIATION AND HAVE EQUAL OR GREATER YIELD AND ULTIMATE STRENGTHS. 3. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH 13F 2.500 P.%L CONCRETE D SLAB SHALL HAVE 3 1/2' N DIIMUM THICKNESS AND SHALL BE IN GOO4. ALL FOOTINGS SHALL BEAR ON FIRM, NATURAL UN -DISTURBED SIAL OR CERILF FILL DESIGN VERTICAL SOIL BEARING PRESSURE = 1,000 P.S.F. I ALL STEEL MEMBER SHALL BE Hl1T-DIP GALVANIZER OR ELECTROPLATED AND CONFORM TO "T.K A-446, GRADE C 6. ALUMINUM FASTENERS SHALL BE 2024-T4. ALL OTHER FASTENERS SHALL BE GALVANIZED STEEL OU CADMIUM PLATED. ALL BOLTS SHALL CONFORM TO AST)L A-307 AND HAVE STANDARD CUT PLATE WASHERS. HOLES FOR BOLTS SHALL IE BOLT DIAMETER Ft -US t/16' MAXIMUM. 7. EXPANSION BELTS SHALL BE KLR KVDK BOLTS KB II CARBON STEEL OR EQUAL PER LC.BA ER NO. 4647. ALL BELTS SHALL HAVE A MINIMUM CONCRETE EDGE DISTANCE OF 6 BELT DIAMETERS. IL EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG GIVING THE NAME AND' ADDRESS OF THE MANUFACTURER, DESIGN LOADS AND ENCLOSABILITY. I ALL ITEMS PERTAINING TO EACH PARTICULAR INSTALLATION SHALL BE CIRCLED, I.E., PROJECT, POST SPACING. FOOTING DETAIL, ETC 10. OPEN LATTICE PATIO COVER SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID MATERIAL. AND THE RESIGN LOADS HAVE ONLY BEEN APPLIED TO THE HORLZONTAL PROJECTION AREA ff THE LATTICE, RAFTERS. BEAN, ETC. PER Iran CRITERIA IL FOUR ALL DETAIL REFERENCES, SEE SHEET It OF M LATTICE -TYPE FREESTANDING LATTICE TYPE EWER, AS MFG. BY, J® N199-206Ie COMMERCIAL STRICTURES UNITED DURALUME PRODUCTS, INC. L.L.- 20 16 30 PSF 350 S. RAYMOND AVE. 10 OF. 12 WIND SPEED EXPOSURE FILLERTOt'N. CA 926M 100-3. 100-C. 210-B L 110-0 PHONE rn4) 773-4011 SHEET jx�CML �P OF CAL\F�0, TABLE FOOTNOTES+ L CONCRETE SLAB Ct708TDNG 13R NEW) COLPLETFLY SURROUNDS NEW FOOTING, Z CONCRETE SLAB DOES MOT EXIST MID NO SLAB WILL BE tONSTRUWED AS PART IF THIS INSTALLATI M. I.C.B.O. E.S. EVALUATION 5580 REPORT ND. 0)-3/419M.B. SRT11 C31-5/B'MiL C3)-3/4714.8. CD -VO M.a C, (3)-3/4'0.B. CO -19 M.B. CD -100 M.B. TM C3)-3/41M.B. C3)-3/41KI J 0) -Il ALB.. ,3 d% SHT.0 C3)-17 N.B. CD -1-0 14.8 t=FOX ENGINEERING INC, . E JAMES M. FOX, STRUCTURAL ENGINEER JAMES G. FOX, CIVIL ENGINEER Cs6 8060 TELEGRAPH RD. DOWNEY, CA.90E40 806-1337FAM27- ASSEMBLY INSTRucTIONS, VIIEID SCREVS, FOR IOTAS FIR LARCH CNORTHU OR G 0, THE PART OF THE LEAD HOLE RECEIVING THE SHANK SHALL BE ABOUT SEVEN EIGHTS THE DIAMETER OF THE SHAW AND THAT RECEVING THE THREADED PORTION SHALL BE ABOUT SEVEN EIGHTS THE DIAMETER OF THE SCREW AT THE ROOT OF THE THREAD. THE VOE D SCREW SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A SCREW- DRIVER OR OTHER TOOL, NOT BY DRIVING WITH A HAMMER. SOAP OR OTHER LUBRICANT SHALL BE USED ON THE VOOD SCREWS OR IN THE LEAD HOLES TO FACILITATE INSERTION AND TO PREVENT DAMAGE TO THE WOOD SCREW. SCREWS, THE LEAD HOLE FOR TME THREADED PORTION SHALL HAVE A EQUAL TO 70 PERCENT IN WGOD FOR DOUGLAS FIR LARCH.CNORTH) AND LENGTH EQUAL TO AT'LEAST THE LENGTH OF THE THREADED PORTION. THE WOOD SCREW' SHALL BE INSERTED IN ITS LEE HOLE BY'TURNING WITH A SCREWDRIVER OR OTHER TOOL, NOT BY DRIVING WITH'A HAMMER SOAP OR OTHER LUBRICANT SHALL BE USED ON THE WOOD SCREWS OR IN THE LEAD HOLES TO FACILITATE INSERTION AND TO PREVENT DAMAGE TO THE WOOD SCREW. GENERAL NOTES AND SPECIFICATIONS, L ALUMINUM DESIGN.AND STRESSES ARE PER THE LATEST EDITION OF THE LANDFORM BUILDING CODE AND THE 1982 EDITION OF THE ALUMINUM CONSTRUCTION MANUAL Z ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMVAM ASSOCIATION AND HAVE EQUAL OR GREATER YIELD AND ULTIMATE STRENGTHS. 3. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH 13F 2.500 P.%L CONCRETE D SLAB SHALL HAVE 3 1/2' N DIIMUM THICKNESS AND SHALL BE IN GOO4. ALL FOOTINGS SHALL BEAR ON FIRM, NATURAL UN -DISTURBED SIAL OR CERILF FILL DESIGN VERTICAL SOIL BEARING PRESSURE = 1,000 P.S.F. I ALL STEEL MEMBER SHALL BE Hl1T-DIP GALVANIZER OR ELECTROPLATED AND CONFORM TO "T.K A-446, GRADE C 6. ALUMINUM FASTENERS SHALL BE 2024-T4. ALL OTHER FASTENERS SHALL BE GALVANIZED STEEL OU CADMIUM PLATED. ALL BOLTS SHALL CONFORM TO AST)L A-307 AND HAVE STANDARD CUT PLATE WASHERS. HOLES FOR BOLTS SHALL IE BOLT DIAMETER Ft -US t/16' MAXIMUM. 7. EXPANSION BELTS SHALL BE KLR KVDK BOLTS KB II CARBON STEEL OR EQUAL PER LC.BA ER NO. 4647. ALL BELTS SHALL HAVE A MINIMUM CONCRETE EDGE DISTANCE OF 6 BELT DIAMETERS. IL EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG GIVING THE NAME AND' ADDRESS OF THE MANUFACTURER, DESIGN LOADS AND ENCLOSABILITY. I ALL ITEMS PERTAINING TO EACH PARTICULAR INSTALLATION SHALL BE CIRCLED, I.E., PROJECT, POST SPACING. FOOTING DETAIL, ETC 10. OPEN LATTICE PATIO COVER SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID MATERIAL. AND THE RESIGN LOADS HAVE ONLY BEEN APPLIED TO THE HORLZONTAL PROJECTION AREA ff THE LATTICE, RAFTERS. BEAN, ETC. PER Iran CRITERIA IL FOUR ALL DETAIL REFERENCES, SEE SHEET It OF M LATTICE -TYPE FREESTANDING LATTICE TYPE EWER, AS MFG. BY, J® N199-206Ie COMMERCIAL STRICTURES UNITED DURALUME PRODUCTS, INC. L.L.- 20 16 30 PSF 350 S. RAYMOND AVE. 10 OF. 12 WIND SPEED EXPOSURE FILLERTOt'N. CA 926M 100-3. 100-C. 210-B L 110-0 PHONE rn4) 773-4011 SHEET ZIP D O 130 • • O y zz Co Z �.^tl ` �am :5kddi F v �Iq �� ^� Ilk I 1•IN P-Igq `xt�r ce rt 13 �C sis �! m A � cl -414 •• �� 1 _ z01 �A + K m N F1 L_ L lot Z 1; ;g y �� M M ro 34. r*I ❑ Z gi pg r M P P S Ly M -i m r to o� to :?c I -v,z o G1, Pf*1ci m --4E r a . Ilvr TYP. .1 Q ' rir �z n� Q z RAW rn O C I r y ►C%�'--�• n � � 5'� RAFTER a Z f - DEAN SPLICE. SHALL OCCUR DIRECTLY OVER AN INTERIOR POSY pY PERMITTED 1 2- Z L/8' 'RAFTER . RAFTER F GZl �y x Z S33j� CN to N fy ry C PT A Jill '4 ►• ': l R SEE TAKE R ts d i*I m13 A M \o x r • '• •.; " -� } • Z rq }p� 1 X� �j !Z Ot (T�dt • Z 1+a O • 2 y C3 H M C3 ` •• .r A H r a z ni43 • - V ; -•r•.' i y� • • 2q, 1•ry �<A r N8 hi �lhl C-) +s 1 _ 4imp r z Z. 14sCta ►r >. N _.1`� EO G �� C 'n� D • �' EG1tir�~• �Fy(/�� r -- •. f Qf •• S It :� • VM��'' 2toil y y ? 111 ry fn 1 13 'q�) !7 Ill iii fJ M O� C) w v� N r- r F' 14 . �;,.►. � y �9 2� C3td `�" w ,4, a* ca (per o • ;� j tp mAw - .. 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E/ISCO ALIM � 22W31 L5 Asr '11 �ORca 130.124'REXPOSED a _ J EXPOSED SUR ac S.375,R SUtSA®_ NATERIAU 3004-H36 ALUND NIM 3 'G"MANGER 2 •J' RAIL CYTO P 3 1/2•-'J• RAIL 3•-•J• RAIL •C• HANGER 12' x 3' W PAN 4 HANGER -& RAIL PROFILES ALUMINUM ALLY 6063—T6 5 HANGER / RAIL FASTENER TO FASCIA. WALL < STUD. MASONRY OR CON-) A WIND AT 2m FASCIA AT WOOD STUD AT MASONRY OR ' In- L2' PLASTIC PLUGS 14 SNS DESIGN W/ SDODSON A35 16, O.C. CONCRETE LL=10 LL�O LL=30 LL -10 LL=2O LL=30 LL=10 LL�0 14ATERIAU 3004-M ALUM" � � uB� �5�� S[3:EV 70 . A C C H H J K .5• e e 4-1114 OR b-IIl i pz 90 H C C 71 H J K R=117• "— a J..Q 100 C C C F H H J K R=.141 0117•) L125' K4 SMS EA. SUE TOP i_ 0 G H H J K MID-FIEIGHT L e BOT. 1 a°cz A DESCR OF LAG SEW �' RAW SHT. 6 OF i2 A-1/4'Axl Lrel2• mc. E 1/2816 O.G J-1/4'lbd CSIDE PLT�JfJA SIDE ?� _wig SHT. 11 >� -3/0'1x2 1/0'e16• A.B. # E -VI '/xl Lr816 O.C. F 7/16 /x2 L2 016 O.C. K L/4'txl L8'01r A.B. • 38 S0. POST BEWTEEN H�zc- �tr 1/Z•012. G=7/16•/x2 75, .. 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SIDE, 4 -TOT. •13HT. 6 OF 12 L76 6 L2• I /OCET I I (1) 1110 SMS 0 - 1 4 -_-_F 6• FLAT P 4' 6 L/2• � - \- 01BOTTOM C2-TOTJ 2 1/4' • 7 (axO24' 1/2'xrx.024'RAFTER tar .12RAF4, ALUK BRA4CET X 0 SHR. 12 5 ROLLFORNED GUTTER ALM BRACKET X W/ 01•x0xL21SMS 6'x2' FLAT PANEL .. 9 RAFTER 'TAIL' AT SIDES" RAFTER 'TAIL' AT FRONT 1 RAFTER 'TAIL' W/ 6' x 2' FLAT PANEL . FOX. INC 0N°''Ts L LATTICE TYPE COVER, As MFG. BY, • 0 �-�� y 12 OF 12 N =REPORT5580 F E JAMES M. FOX. STRUCTURAL ENGINEER DETAILS CONNECTIONS FORS UNITED DURALU14E PRODUCTS, INC 350 S. RAYMOND AVE. JAMES. G. FOX, CIVIL ENGINEER aooFEo- TYPE Fu-LERTnN, CA 92631 8060 TELEGRAPH RD. DOWNEY, CA 90240 006-1337FAX0927-2309 PATIOCOVERS PHONE 0714) 773-4011 SHEET