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14-0314 (PAT)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 4, -Property Address: APN: Application description Property Zoning: Application valuation: Appl icant: 14-00000314 81972 DANIEL DR T4ht 4 4v Q" BUILDING & SAFETY DEPARTMENT BUILDING PERMIT 764-270-999-10 -300232- PATIO COVER - RESIDENTIAL MEDIUM HIGH DENSITY RES 2873 Archi c or Eng Owner: BROWN RESIDENCE 81972 DANIEL DRIVE LA QUINTA, CA 92253 Contractor: SHADE BUILDERS P.O. BOX 66 THOUSAND PALMS, CA 92276 (760)403-7268 Lic. No.: 870046 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 3/25/14 ------------------------------------------------ - LICENSED CONTRACTOR'S DECLARATION -- ----------------------------------------------- WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with I hereby affirm under penalty of perjury one of the following declarations: Section 7000) of Division 3 of the Business and Professionals ode, an my License is in full force and effect. _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided Licen for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Date • Cont cto 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 permit is issued. My workers' compensation OWNER -BUILDER DECLARATION insurance carrier and policy number are: I hereby affirm under penalty of perjury that 1 am exempt from the Contractor's State License Law for the Carrier EXEMPT Policy Number EXEMPT following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the person in any manner so as to become subject to the workers' compensation laws of California, permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State and agree that, if -I should b ome subject to the workers' compensation provisions of Section License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he is exempt therefrom and the basis for the Any Section 7031.5 by 3700 of the,Labor ode, I hall forthwit omply with those provisions. r ' �� or she alleged exemption. violation of /► t ,�/!!� X l_IApplicant: any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: Date: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (•_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law dries not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY 1 hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: _ Lender's Address: LQPERMIT 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. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictiuus set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City - of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state t the above i ormation is correct. I agree to comply with all city and county ordinances and state laws relatin to ilding co tr ction, an ereby authorize representatives of th!ou�enter upon the above -mention prop rt r in pec i r se . date: Signature (Applicant or Agent)• - Application Number . . . . . 14-00000314 Permit PATIO COVER 2013 r Additional desc . Permit Fee . . . 95.81 Plan Check Fee .00 Issue Date Valuation . . . . 2873 j Expiration Date 9/21/14 Qty Unit Charge Per Extension 1.00 95.8100 EA MISC PATIO COVER, STD 95.81 ---------------------------------------------------------------------------- Special Notes and Comments ALUMAWOOD PATIO COVER 8 FT X 27 FT TOTAL c OF 216 SQ FT PER APPROVED PLANS & 2012 IBC 2012IRC, 2013CBC. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 PLAN CHECK, PATIO COVER 94.38 Fee summary Charged Paid Credited ------------- - --- ---------- ---------- Due ---------- ---------- Permit Fee Total 95.81 .00 .00 95.81 Plan Check Total .00 .00 .00 .00 Other Fee Total 95.38 .00 .00 95.38 Grand Total 191.19 .00 .00 191.19 LQPERMIT F3 7-7 - L-L.L� t _._ _._..J —_'—`— t --- — ��'-------...k._..._;,___...f__..�._.,a:_ L — — — — — ' ., .7 _ _ __...: _ 111 _!•_ E t i t t -- i - - 1 ^i--•- - -�•--- "---• 4 �._ � E f i I f � 1- f-. i � t - - -- -' - } t I t , I �__i• � IY I � t� ) } I f I V( `I—! ; � f � j i f 1 V, �! i t i t i `• � _ ( Z �E i f Vi` I ' � t i � d i t—'_/p7i j _—•� i i i .i. _ `_ AR/�P�1!`�1✓ I E j i i M ' ' � i .-- t 1 _. . ._ _�—o—t_.__.��—I.rl -r_�_ '..I — t I Bin # City of La Quinta Building iii' Safety Division P.O. Box 1504, 78-495 Calle Tampico Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # 1 J1�'La J Project Address: 1 7nli �� Owner's Name: vIY'� A. P. Number: Address:-� ✓�✓` Legal Description: City, ST, Zip: Contractor' J t+fi -Oa-Tele i hone: <' .; :•:;•:..:.....,.. ,;::.. :: •>.�::.:.::: .:...::: •: Address: `t� _� Project Description: City, ST, Zip v "1"1�` �� r-. .�. TelephoneQv V(-�' -Z-- State Lie. City Lie. #: Arch., Engr., Designer: Address: City, ST, Zip:. Telephone: Constructi n TYPeOccupancy: State Lie. #: oJecttYPrP circle one : New Add'n Alter Repairair Demo Name of Contact Person ro Sq. Ft. #Stories: # Units: Telephone # of Contact Person'lQgC-�, - `-51) ~7 L? Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE N Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Pian Check Deposit Truss Calcs. Called Contact Person Plan Check Balance. Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 21" Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Dced Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '"' Review, ready for correctionstissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue .School Fees Total Permit Fees } f: a March 3, 2014 Marcus Brown Carole Brown 81972 Daniel Dr La Quinta, CA 92253 Property: 81972 Daniel Dr Account: 015000071162 Dear Mr. and Mrs. Brown: This shall confirm receipt of a Design Review submission, received on 03/03/2014, for the above' referenced address for installation of a paver decking and walkway, an above the ground spa, patio cover, bbq, drainage and rear yard re -landscaping. Please be advised that the application and plans have been forwarded to the Association's Design Review Committee for review. The governing documents for your Association allow forty five (457 days for review. The Design Review, Committee is composed of volimfeers. As such; it- does not review applications to ensure compliance with building codes, or other local or state `laws. You are encouraged to ..contact the. governmental agencies •involved,to ensure ,your plans comply with these codes. Thank you for your patience in this matter and for complying with the Association's policies and standards. • iI Sincerely, For the Design Review Committee Minna Hernandez, , Manager Assistant rF ! - ,cc: ..Board of Directors Trilogy at La Quinta Maintenance Assoc. ' Professionally Managed by Achon•Property Management, Inc 60-750 Trilogy, Parkway, IaQuinta, CA 97253-7717 ' Phone: -760-777-6059 Fax: (760) 777-1620 www.action10--com Trilogy March 20, 2014 Marcus Brown Carole Brown 81972 Daniel Dr La Quinta, CA 92253 Property: 81972 Daniel Dr Account: 015000071162 Dear Marcus Brown: We are pleased to inform you that your plans for • installation of a paver decking and walkway • an above the ground spa • a patio cover • bbq • drainage and • rear yard re -landscaping received on 03/03/2014, have been approved by the Design Review Committee with the following conditions: 1, 2, 3, 8, 9, 12,15,19 and 23. The installation of the patio cover requires a city permit (see attached copy). Please note: Any damages caused by contractor due to construction must be repaired; all irrigation and landscape shall be restored to original condition. This approval does not constitute consent by the Association for the applicant to encroach, trespass, or build on any property other than that of the applicant. This approval is related solely to the items. reserved for approval by the CC&R's in accordance with the Design Review Guidelines. The approval does not extend to the quality of work done by your architect, or contractor, or to any structural engineering, soils engineering, or site grading and drainage design. You are urged to obtain the services of a state licensed professional for consultation as needed. The Design Review Committee is composed of volunteers. As such, it does not review applications to ensure compliance with building codes, or other local or state laws. Please be advised that this approval does not relieve you from obtaining any necessary building permits from the governmental agencies involved to ensure compliance with these codes. Any violations of these ordinances will be your responsibility to correct. Thank you for your patience in this matter and for complying with the Association's policies and standards. Committee Barl'y Sterett, PCAM, CIUICA, AMS General M ger Enclosures cc: Board of Directors Design Review Committee l .Trilogy at La Quinta Maintenance Assoc. Professionally Managed by Action Property Management, Inc. 60-750 Trilogy Padcway, LaQuinta, CA 92253-7717 Phone: 760-777059 Fax: (760) 777-1620 www.actionlife.com TRILOGY AT LA QUINTA H.O.:in .- CONDITIONS OF APPROVAL Property Address: (�� 17c) - Dan 1-'-elyv Yl Date Reviewed: (3 Conditions Your planks have been approved, provided that yoq meet die items cbecked below mid Al work is consistent with the of Approval Design Guidelines. / The patio cover material must be Alumna wood or other similar wood like construction. Roofing materials shall 1 match the roof material of the dwelling or be open wood lattice 2 The color of die patio cover 'matclies the home's stucco, accent, fascia or white. Any patio cover or awning to be installed and attached to the home must be installed in such a manner that it 3 does not compromise the integrity of the water permeability of the home - Due to die patio coveis size it must be constructed widi variable heights or must be constructed in two sections 4 with a separation in between 5 The size of the patio cover is limited to the size of the proposed patio stab. s The proposed retractable awning may not be a striped awning. It must be a neutral color dhat blends with die Thome. Please submit a sample of the Fabric 7 Obtain services of a state licensed professional for consultation. - ` 8 Obtain necessary building. permits from the city of La Quiuta, meeting setback requirements per city code and V maintain die existing drainage. 9 Maintain positive drainage in accordance with the Trilogy Design Guidelines (Section 3.8). 10 IThe screen door must be the color of die house stucco or be black. 11 underground rainage IS Installed, the drain needs to terminate in. he grass Swale and be Rushwt t he tmh Mui ca ed with a -up drain cover. Pool, spa, fountain, and air conditioning equipment set backs must comply with City of La Quinta codes. All J 12 equipment shall be located, screened, or recessed in a manner so as. to not be viewable from any lot or street and die noise from die equipment attenuated for the adjacent property owners. Pool set backs are 6" for lnardscape and 18" for water lune. 13 ine color of die proposedte is natural or a neutral tone. 14 Rear yard may not exceed 70% hardscape and must have a minimum of 30% softsrape, measured from die rear building face of wall to die side property lines. 15 Proposed planting meets with the Trilogy Rear Yard Minimum Planting Requirements standards and all plants are included on the Revised Approved Plant List contained in die Design Guidelines. 16 The proposed wall or iron. work to match the existing developer retaining wall in material, style and color or shall be the Frazee Paint color specified in die guidelines. 17 Replace block wall per Shea Homes standard block wall specification, if removing any portion of block wall to gain access to rear or side yard (requires inspection of rebar: before cap is installed). 18 Refer to Exhibit "F in die Designs Guidelines. (Block Wafl Design). X 19 lWhen work is completed, please submit Notice of Completion form. attached. 20 Make sure rear yard property line pins (markers) remain during construction (applies to golf course lots only) 21 All contractors must meet the Association representative prior to commencing construction. 22 Resubmit showing drainage flow/plans. 23 See notes on plans {if any) 24 JAn independent irrigation controller must be used for the rear yard, it cannot be tied into die front yard. Notes �° t -� TlO1.S Oe A QAMD C QJET Cjvtt-�t1..lC.t ��1'MtT KAASSW.aTMMTfk*at La "WMFM\DRC F00nACon&w*a AMOVO - OPEN LATTICE, STRUCTURES RAFTER, SEE TABLE z FOR SIZE AND SPACING w SEE SMAX. CHEDULE "AIG MAX.PROJ.U��'G NOTE: THIS OPEN LATTICE-TYPE CCE-TY E STRUCTURE SEE SCHEDULE e Lu MAY N� OST B MAX O.H. O.H ?Sy Op�25% OF SPAN � RAFTER, O m QST R SETABLE AND SPACING- v SpgchGgHG HG d coI-z 2s� Ot�p,�,- MAX. O.H. 0 w o tota JDpST 25% OF SPAN iL LU :3 p13 0 a v v 9 X Q 0O ?q M� irk GkG 2 Lu O x C�bp• o LENGTH OF STRUCTURE VARIES �'Hq�G �O� o 16- POST WITH SIDE PLATES ?q S-STSp SEE DETAIL O R LENGTH OF STRUCTURE VARIESp' a a 3 1/T SLAB ATTACHMENT p POST WITH SIDE PLATES INTER PERMITTED. WHERE 'y' 7, T96�FC�NG SEE DETAIL N o eCFC�A'G �` SEE SCHEDULE c1p n CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED. NOTE: EACH COMPONENT IS INTER- p OST 3 1/2' SLAB ATTACHMENT MAY BE USED WHERE Z o < 3 SEE SCHED. FOR FOOTING CUBE SIZE - S��Tg9� o NOTE: THIS OPEN LATTICE -TYPE STRUCTURE H SEE SCHED. COMPONTENT UNLESS OTHERWISE SHOWN. SEE SCHEDULE R O _ MAY NOT BE COVERED. FOOTING WHERE REQUIRED, SEE SCHED. FOR FOOTING CUBE SIZE TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE TYPE "F" ATTACHED M.ULTISPAN LATTICE STRUCTURE * SEE SHT. 10 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2"X 61/2" SIDE PLATES. * SEE SHT. 10 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2'X 61/2" SIDE PLATES.k wy { aH ON NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAY NOT BE COVERED. RAFTER, SEE TABLE MAX PROJ. FOR SIZE SEE SCH U NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAX. PROJ. SEE SCHEDULE AND SPACING MAY NOT BE COVERED. ?SAO FOR SEE ZE 8 m E A 25 O SPAN AND SPACING— PACING Sp r) OH u- ci 9CG ?S,'�qr MAX O.H. O 25% OF SPAN pp08 ci 4 ? w w H i- c? SR� �ciyG co 13 Off' LU O R C�� V) N `^ LENGTH OF STRUCTURE VARIES G ?q aOmm O � LENGTH OF STRUCTURE VARIES G SEE OSTOOETAICTI � S�STSp T 9C� �F POST CR SSECTION, z ui N w ... 3 1/T SLAB. ? �'pS SEE POST DETAIL, m i m NOTE: EACH COMPONENT IS INTER- MAY BE USED NSNG. s TO+ T� 3ai CHANGEABLE WITH ANY OTHER FOOSEE lcLcTgSp9C/ G 31x2• sLA6 o o it COMPONTENT UNLESS OTHERWISE SHOWN. lSCHEDULE I e(F '�G pp MAY BE USED TO CONSTRAIN uvi NOTE: EACH COMPONENT IS INTER- s EE sFF FOOTING,T`spq t FOOTING REQUIRED CHANGEABLE WITH ANY OTHER T�<<ccG SCHEDULE l� WHERE SEE SCHED. FOR FOOTING CUBE SIZE COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED CD Ul SEE SCHED. FOR FOOTING CUBE SIZEu- O N ' y� < W TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE M Jsers\de111Documents\DURALUM\IAPMO 0195\9-12-1311APMO PATIO COVER '11-15431.dwg, 11 /27/2013 9:43:51 PM, Tabbid SOLID PANELS SPANS FOR COMMERCIAL & PATIOS 110/120/130 MPH ALUM. ALLOY 3004-1136 OR EQUAL NOTE: DETAIL FOR PANEL FASTENERS ARE SHOWN IN TABLES 12 AND 3 SHEET 4 OF 50 FOOTNOTE: 'SAMPLE" FIGURE INDICATES -a ATTACHED FIGURE INDICATES FREESTANDING NOTEA: WHERE MULTIPLE SPANS OCCUR, MULTIPLY TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN IN TABLE 1, SHEET 1. .- mnMutte(tts\DURALUMUAPMO 019519-12-t3UAPMO PATIO COVER 11-15.131.dwg, 1127/2013 9:46:47 PM, Tabloid ALUM. ALLOY 3004-H36 OR EQUAL 12" x 3 1/2"W PANEL SEE NOTE 1 BELOW) 8- x 2Y2' FLAT PAN (SEE NOTE 1 BELOW) L.L= PANEL -f'110 MPH SPAN 120 MPH SPAN 130 MPH SPAN L.L= PANEL'r 110 MPH SPAN 120 MPH SPAN (PSF) (IN.) EXP.B I EXP.0 EXP.B EXP.0 EXP.B EXP.0 (PSF) (IN.) EXP.B I EXP.0 EXP.B EXP.0 E .7r 45- TYR EXP. B & C .09R (I.S.)- (ALL UNMARKED RADII.06R) W:y T= (SEE TABLE BELOW) .7S ALUM. ALLOY 3004-H36 OR EQUAL 6" x 2 )4• FLAT PAN (SEE NOTE 1 BELOW) P (IN.) 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN (PSF) ) EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 0 z oc Lu L" .z z z LL, �y w l d Q b O¢� Q Q J 2 Z O W O L w j 0 Z O Q ZQ� OF V K rc w 13'3' 13'3' 13'3' 17-9' 17-9' 173' 17-0- 17-0• 17-0• 11'-T 11•-7' 11'-r 14'-2• 14'-r 14'-r 13'-9• 13'-9" 13'-1' X. .020 .020 .020 0 24' TRI -'V' PAN (SEE NOTE 1 BELOW) LL= PANELT 110 MPHM12OMPHgS 9•-11' SPAN 130 MPH SPAN (PSF) (IN.) EXP.B 13'$• EXP.0 EXP.B EXP.0 13'3' 17-10- 9'-10" 174' 9•-1• 9' -8" 8'-T.01811'-8• 17$• 11'-10' 17-0' 11'-1' 10 1 T-3' 1 T-3' 1 T3' 16'$' 16'�16'-10*,.032 8. .024 1'3• 11'-2' 0'-9' 10 .024 11'$' 10'-9' 19•-T 19'-r 19'-7" 18'-10' 18'-10' 10' 4'T 13'4' .040 -r 9'-3' 8•-7' 10 10 13'-7' 13'-T 1 S -T 13.4• 13'-6' 7$' 1 S-9' 032 t T-2' 1 T-2• 1T -r 10'-9" 10'-9" 10'-9" 1o' -T 10'-9' 17$' 17-1• .020 11'-r 11'-3' 10' W 8'4' 8'4' F8'-4' 8'-r 8'-3" T-11'018TS 9,- 9%,v 8' 8' 1r-3• 17-3• 17-3' 11'-9" 1r-2" 11'-T 17-0" .024 Tr T -r 6'-10'9'4' 1S-9" 1S-0' 1 S-1 •mo1T4' 94' 94 9-2' 94' 9'-0" 20 .024 9'-10' 20 16'$' 14'4• 14'4" 14'4• 14'-0' 14'-3' 13'-T 18-1"18'4' 8' 6• 8'=r B'-2- r-10" .040 11'$• 13'-3' 1 r -T 11' 0' 174' .032 11'-7* 16'3' 16'3 3• 16'" 15-10' 15-r 10-s• 103• 10�• 1410' 9'-9• 9'-9' 142' 13 4' 6 4• 6'4• 6'4' -3" 6'4• 6'-2' 13 $' 018T-11• 13'-2- V6* 9-1' 9'-1' 9'0- 9'-1' 8'-9• 020 11'-T 11•r 11'-r 11.6" 11'-r 8'$• r11• T -T 25 .024 T-9' 9'-9• 9•-9- 9•-9• 9'$- 9'-9' 7'4• T -r T -r 6-10' 6'$- 8'-9' 8'-9' 9'$' 9•$' 9'$' 9'4• s'-6" 9'-r 104' 032 9'-9' 25 1'-1 1 V-2'11'3• 9'-1' 8'-10' 8'-10' 8'$• 8'$• 8'4' 64' 64- 6.4• 6'3- 6'4' 6'-r 10.3• -018 10'-1- 1 r$' 17-6' 17$' Ir -4' Ir -6' 6-1' 6•-0' &-(r S-10' S'-10' S$• 1 T-11• T-11' T-11• -10- T-11- r'r 30 .024 11 •-r 13'-0" 13'-0" 9'-11 9•-1• 9'-1' 9'-0' 9'-1- T4' T -r T-2• 8'-1(' 6'-10' 6'$' 7 6' 7-6' 9•$' 94' 9'$' 9-r .032 T-9- 11'-10' 11'4' 9,_9" y,-9" 9'-9' 993- '-8• 9•-9- 9'-1' 8•-10• 8'-10•84r 13'-T 8 -W 8'4' NOTE: DETAIL FOR PANEL FASTENERS ARE SHOWN IN TABLES 12 AND 3 SHEET 4 OF 50 FOOTNOTE: 'SAMPLE" FIGURE INDICATES -a ATTACHED FIGURE INDICATES FREESTANDING NOTEA: WHERE MULTIPLE SPANS OCCUR, MULTIPLY TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN IN TABLE 1, SHEET 1. .- mnMutte(tts\DURALUMUAPMO 019519-12-t3UAPMO PATIO COVER 11-15.131.dwg, 1127/2013 9:46:47 PM, Tabloid ALUM. ALLOY 3004-H36 OR EQUAL 12" x 3 1/2"W PANEL SEE NOTE 1 BELOW) 8- x 2Y2' FLAT PAN (SEE NOTE 1 BELOW) L.L= PANEL -f'110 MPH SPAN 120 MPH SPAN 130 MPH SPAN L.L= PANEL'r 110 MPH SPAN 120 MPH SPAN (PSF) (IN.) EXP.B I EXP.0 EXP.B EXP.0 EXP.B EXP.0 (PSF) (IN.) EXP.B I EXP.0 EXP.B EXP.0 E .7r 45- TYR EXP. B & C .09R (I.S.)- (ALL UNMARKED RADII.06R) W:y T= (SEE TABLE BELOW) .7S ALUM. ALLOY 3004-H36 OR EQUAL 6" x 2 )4• FLAT PAN (SEE NOTE 1 BELOW) P (IN.) 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN (PSF) ) EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 0 z oc Lu L" .z z z LL, �y w l d Q b O¢� Q Q J 2 Z O W O L w j 0 Z O Q ZQ� OF V K rc w 13'3' 13'3' 13'3' 17-9' 17-9' 173' 17-0- 17-0• 17-0• 11'-T 11•-7' 11'-r 14'-2• 14'-r 14'-r 13'-9• 13'-9" 13'-1' X. .020 .020 .020 0 10 11'-2' 10'-r 1o' -r 9•-11' 14'-9' 14'-9" 14'-9' 14'-r 14'-r 13'$• .024 13'-3- 13'-3" 13'3' 17-10- 1r-10' 174' 1 S -r 13'-2' 1 r -T 17$• 11'-10' 17-0' 11'-1' 10 1 T-3' 1 T-3' 1 T3' 16'$' 16'�16'-10*,.032 .024 1 S$' 14'-9' 14'-9" 14'-0' 1 r-1- 11'$' 10'-9' 19•-T 19'-r 19'-7" 18'-10' 18'-10' 18'-r 13'4' .040 1 r s' Ir -11 LL 10 10 15'-T 1 S -T 1 T -T 16 8" 16'-9' 1 S-9' 16 -0' t T-2' 1 T-2• 1T -r 10'-9" 10'-9" 10'-9" 1o' -T 10'-9' 10'3" .020 032 10'-1' 9'$" 9'-6' 9,- 9%,v 8' 8' 1r-3• 17-3• 17-3' 11'-9" 1r-2" 11'-T 17-0" .024 16'-r 1S$" 1S-9" 1S-0' 1 S-1 •mo1T4' 11'-2' 10 -9' 10 -9" 10'-3' 104' 9'-10' 20 16'$' 14'4• 14'4" 14'4• 14'-0' 14'-3' 13'-T 18-1"18'4' .032 .040 13'-3' 179- 1 r-9' 174' 174' 11'-7* 16'3' 16'3 3• 16'" 15-10' 15-r 154' .040 1410' 14'-10' 14'-1' 142' 13 4' 1 T$" 15-1' 14'-7- 14'-T 13 $' 14'-1' 13'-2- 9'-1' 9-1' 9'-1' 9'0- 9'-1' 8'-9• 020 11'-T 11•r 11'-r 11.6" 11'-r 8'$• 8'4' 8'4• 8'-1• 8'-1' T-9' 9'-9• 9•-9- 9•-9• 9'$- 9'-9' 9'-r .024 9'-1• 8'-9' 8'-9' 8'4' 8'$• T-11" 10-10' 104' 103' 9'-9' 25 1'-1 1 V-2'11'3• 11'-0' .032 >110-9. 024 109• 1o' -T 10'-r 10.3• 10'4- 10'-1- 1 r$' 17-6' 17$' Ir -4' Ir -6' 17-2" 93•9 .040 1 17-1" 1 T-9" 11'-9' 1 r$- 11'$• 11 •-r 13'-0" 13'-0" 9'-11 9•-1• 9'-1' 9'-0' 9'-1- 8'-9- 1 S-0' .020 14'-9" 14'-10• 14'-T .032 .032 T-9- 11'-10' 11'4' 9,_9" y,-9" 9'-9' 993- '-8• 9•-9- 9'-r 14'-r .024 13'-T 13'-0' 13'-1' 17-8' 14'$' 14'$' 14'$' 14'-2' 14'4' 13'-9' 16'-1' 30 6•-1' 1'-1 11'-1' 1' 11' 11'-0' .032 >1'0'-9' .040 10'-9• 10-T 10•-T 103• 10, 04• 10_1• > 17$- 17$' 17$• 1z4* 17$- 17-r 11'-10" .040 1 S$' 15-r 1 S -r 14'-10' 14'-10' 14'3' a 17-1' 11'-9" 11'-9" 11'$- 11'$" 11'-r 8'-1' T-10' T-10" T-10" T-10" T-10• T-10• T-10• 9'4• .020 .020 .020 T-3' T-1' 8'-7' 8'-r 8'-r8 8'-r 8'-T 8'-T T -T .024 T4' T-2' 9'-70' 8'-T 81-61 8 W 8 9' 8. 9' 40 B•-8' 9'-10• 9'-10' 9'-10" 9'-10' 9'-10• 9'-10• 10 -r .032 10-0' w a 024 9-91 9'-T 9'-T 94' 9'4 9'-2" 11'-0' 11'-0' 11'-0' 11'-0' 11'-0" .040 8•-2• 8'-r 8' 0' 8'-1' T-9' 9'-10' 10'-10" 10'-T 10'$' 1("r 10'$' 10'-r 25 25 6'-11' 6'-11' 6'-11- 6'-11- 6'-11' 6'-11- 10'-0• 020 11'-10' 1•-10- 11•-10• 11'-9• 11'-10" 11'-T 6'-11' 6'-9• 6'-11" 6'$' 6'$• 6'$' T$• T$" T$' r$' T$- T$' .024 9'-T 9'4' 9'4' T$' T$' r$' T -T T -T T4' 50 11•-r 8'-10' 8'-10' 8'-10" 8'-10' 8'-10• 8'-10• 11'-1' .032 11'-0' 11'-1- 10 9' 13'3" 13'3' 13'3' 13'-r 8'-10' 8'-9' 8'-9' 8'-T 8'$' 8'$- 040 9'-9' 9'-9' 9•-9" 9'-9• 9'-9" 9•-0" 040 .040 9'-9' 9'-9' 9'-9' 9'-T 9'-r 9'4- 10 10'3' 9'$• 9'-r 9'-0' 17$" 1z-0' 17-0" 11'4' 11'$" 13'-3- 13'-3" 13'3' 17-10- 1r-10' 174' 1 S -r 1 S -T 15-r 1 S-3" 1 S -r 14•-9' .024 .024 1 r-1- 11'4' 11'$' 10'-9' 10'-10' 10 -1' 14'-r 13'-4' 13'4' 17$• 1 r s' Ir -11 LL 10 10 15'-T 1 S -T 15'-7' 1S-0' 15-0' 14' 6' t T-2' 1 T-2• 1T -r 6 -10' IT -l" s1' 032 032 13'-1' 13'4" 174' 1r$' 17-0" 16'-r 1S$" 1S-9" 1S-0' 1 S-1 •mo1T4' 1T-4' 17'.4' 16'$' 16'$' 16'-1" 18'$' 18'$" 18'-6' 18-1"18'4' .040 .040 N16%6"a 1 ST 1410' 14'-10' 14'-1' 142' 13 4' 1 T$" 16 -10' 1T-0' 16 4" 16'$'0209•-9' 9'-9" 9'9' 9'-7- 9'-9' 9'-4' 11'-T 11•r 11'-r 11.6" 11'-r 020 9'-1• 8'-9' 8'-9' 8'4' 8'$• T-11" 10-10' 104' 103' 9'-9' 9'-10" c w ll*11'-0' 10'- 10'-10' 1'-' " 4811 13'-0' 13" 13-0• 17$• 13'-0' 174• 024 024 -11'" 93•9 1 0 i1o' j20 2U 13'-0" 13'-0" 13'-0" 1Z-8" 17-10' 17-2" 1 S-0' 1 S-0' 15'-0• 14'-9" 14'-10• 14'-T .032 .032 11'-10' 11'4' 11'$' 11'-0' 11'-0' 10'$' 14'-r 13'-9• 13'-T 13'-0' 13'-1' 17-8' 14'$' 14'$' 14'$' 14'-2' 14'4' 13'-9' 16'-1' 16'-1' 6•-1' 15-10' 16'-1" 1 S$' .040 .040 ;-15- > 13'$' 1r-10' 13'-0' 174• 1r$' 11'-10" 1 S$' 15-r 1 S -r 14'-10' 14'-10' 14'3' a 81' 8-1' B'-1 8'-0' 8'-1' T-10' 9'4' 9'4• 9' -1'T .020 .020 �'-4'9'4'�9'3' -9'T -T T -T T4' T4' T-2' 9'-70' 8'-T 8'-T 8'4• W 8 9' 8. 9' 8' 9' B•-8' 8.9' 8'-6' 10'-3' 10'-3• 10'3' 10 -r 10 -3' 10-0' w a 024 024 a 8'4' 8•-2• 8'-r 8' 0' 8'-1' T-9' 9'-10' 9'-T 9 $" 9'4' 9'4' 9•-2" 3 25 25 10'-0' 10'-0' 10'-0' 9'-10• 10'-0• 7 9' 11'-10' 1•-10- 11•-10• 11'-9• 11'-10" 11'-T 032 032 9'-T 9'4' 9'4' 9-r 7-2- 8'-10' 114 11'-r 11•-r 10•-10' 10•-10" 10'-7' 11'-1' 11'-1' 11'-1' • 11'-0' 11'-1- 10 9' 13'3" 13'3' 13'3' 13'-r 13'3• 13'-0' E 040 040 10 $' 10 4• 10 $' 10--7 10'-r 9'-10• 17� 17$• 17$- 1 r -r 17-2' 8-1• m 020 8'-1• 8'-1" 8' 0' 8'-1• T-10' .020 9'4- 9'4- 9'4- 9'3' 914' 9'-1• T-9' T -T T -T T4• T4•_ T -r 7-70" 8'-9' 8'-9- 8'-r T -r 8'4' LL 8•9"'-819' 8'9''l- _8r 81 $8-0' 8•9''-- -8$ 10'-3'-• 10-3' 10.3' 10-r 103- 10-0" Z 8 024 Q W 84 '- 1 T9 910' 9'-T 91$' 9 94' 9'-2* 30024 30 032 10'-0" 10'-0" 10'-0" T 10• 10•-0' 9'-9' 11•-10' t'-10' 11'-1o• 11'-9' 11'-10• 11'-T } j 9'-T 9'4' 9'4" 9'-2' 9'-2' 8'-10' 11'4' 11'-2' 11'-r 10-10' 10-10' 10-T0 CO 11'-1' -1" 11'-01 11'-1' 10'-9' 13'3' 13'3- 13'-0' cc cc >ILwgO2z„10 .040 040 8• 10 4 10 $' 10 -r 10'-r 9'-10" 17-9' 17$17-2' 11'-10' U,ozo 7'-1• r-1- T-1- r-1" r-1' T-1• 8'r 8,_2" W13'-2*'3' _2• 8,_2•, T-0' 6'10" 6$' 6'$' 6 $' 6'-T 8'-0'.020 T-9• T$' oi�024 T$" T$' T-8- T$• r$• T$" 0' 9•-0• -0' 91-0' 02249' T -T 7'$' r 6' T-3' r-3 T-2' 8'-10' 8'$• 8'$" 8'$' 8'-9' 8'-9' 8'-9' 8'-9' 8'-9' 8'-9' 104• 104' 104' 104' 104' 104' _ 032 8 $' 8'$' 8'$' 8'-3' 8'4' 8'-2' 032 10 -1' 9' 9-10' 9 8' o m m 3 w w 9 $' 9'$' 9'$• 9'$' 9'-8• 9,_8" 11'-r 111' -T 11'-T 11'-7' 11'-T 11'-7 040 040 9'-T 9'$' 9'$• 9'-3' 9'-3' 9'-1' 11'$' 11'3' 11'3' 11'-1" 11'-1• 10'-s' a 6'-3' 6'-3' 6"6'-7�16'-3'6'-3' 6'-3' T4" T4' T4' T4' T4" oovi¢ 020 020T4' 63' 6-3' 6•-2' 6'-1" T4' T3' T3' T-2' T-2' T1024 6'-10' 6'-10' 66'-10- 6'-10' 73- 9'3• - 9'-3Lo �4 LL 6'-10- 8'-10" 6'-9' 6 -r ' 8'-0' T-10' T-10' T 8' �a 0 OT � 50 -10• T-10' TT -10• T-10' 9' 3' 9'3' 9.3' 9'3".032.032T-9' W3'9'-.3-9'-3• T 8• T -T 3" 9'3' 9_1• gt• g'_10-8 $' 8 -8• 8'$ 8'$• 8'$•8 -8• 10'4' 10'4- 10'4' 10'4• N8'$' .040 8-r 8'4' ' 10 4' 10'-2' 10 -2" 10'-0- RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 110/120/130 MPH EXP. B & C 0.042' TYP. 8.0" 0.024" 6.s 0.03r 0.04r t -20L1 I -2.171 — 3-0. * 3"x8" RAFTER * 2"x6.5" RAFTER * DBL. 2"x6.5" RAFTERS ALUM. ALLOY 30044-136 OR ALUM. ALLOY 3004+196 ALUM. ALLOY 30044936 OR EQUAL OR EQUAL EQUAL * NOTE: SINGLE RAFTERS SPACED 16' O.C. MAY BE USED AT 32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED. Z O.H. (IN.) Z1 a o w 0 3" x 8" RAFTER 110 MPH 120 MPH 130 MPH EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 13 14 15 16 16" 26'-3° 26'-3" 26'-3" 25'-8" 25-9" 24'-4" 0 3 4 4 5 5 10 .042 110 MPH 26'-3" 26'-3" 26'-3' 25'-T 24" 21'-6" 21'-6" 21'-6" 21'-0" 21'-1" 19'-10' 21'-6" 21'-6" 21'-6" 21'-6" 21'-6" 21'-0" EXP.0 MPH 16" 21'-10' 1'-10" 21'-10" 21'76" 21'-T 21'-0" '2V-101'21--10- 130 MPH L.L. EXP. B 20 .042 EXP.0 21'-10" 21'-10" 21'-1 U" 21'-10" 24" 17'-10'T-10" 1-r-10" 17'-T 17'-8" 17'-2" 17'-10" —1—r --10 ° 1 T-10" 1 T-10" 17'-10" 17'-10" (PSF) (IN.) 16" 12'-2" 12'-2" 12'-2" 12'-1" 12'-1' 12'-0" 11 11 12. 12 13 14'-2" 14'-2" 25 .042 13'-10" 12'-2" 12'-2" 12'-2"12'-2" 24" 12'-2" 12'-2' 12'-2" 12'-1" 12'-1" 12'-0" 19'-10" 16" 19'-d" .024 9 12'-2" 12'-2" 12'-2" 12'-2" 12'-2" 12'-2" 16'-3" 16'-3" 16" 12'-2" 12'-2" 12'-2" 12'-1" 12'-1" 12'-0" 14'-7" 14 14 15 14'-10" 14'-10" 30 .042 14'-10" 12'-2" 12'-2" 12'-2" 12'-2" 12'-2" 12'-2" 24" 12'-" 12'-2-'_12'-2" 12'-1' 12'-1" 12'-0" 2 024 15 15 16- 16'-3" 11'-T 11'-T 12'-2" 12'-2" 12'-2" 12'-2" 12'-2" 12'-2" 11'-4" 11'-4" 16" 10'-T 10'-T 10'-/�/110'-7" 10'-7" 10--7- 25'-3" 25'-3" 25'-0" 24'-9" 40 .042 14'-2" 10'-7" 10'-7" 10'-7" 10'-7" 10'-7" 10'-7- 24' 10'-7' 10'-7" 10' -T10' -T 10'-7" 10'-7" 13'-10" 24" 18'-0" 18'-0" 18'-0" 17'-7" 10'-T 10'-T 10'-T 10'-7"10'-7" 10'-7" 16'-10" 24'-8" 16" 8'-T 8'-7° 8'-7" 8'-7" 8'-7" 8--7- 16" 20'-8" 18'-0" 18'-0" 50 .0428'-7" 1 T -T 8'-7-' 8'-T 8'-7- 8'-7" 8'-7" 10 8'-8" J 8'-8° J 8'-8" J 8'-8" J 8'-8" 8'-8" 10 18'-6" 18'-6" 24" 81$" 81$" 81$" 81-0„81-8" 81$" 0.042' TYP. 8.0" 0.024" 6.s 0.03r 0.04r t -20L1 I -2.171 — 3-0. * 3"x8" RAFTER * 2"x6.5" RAFTER * DBL. 2"x6.5" RAFTERS ALUM. ALLOY 30044-136 OR ALUM. ALLOY 3004+196 ALUM. ALLOY 30044936 OR EQUAL OR EQUAL EQUAL * NOTE: SINGLE RAFTERS SPACED 16' O.C. MAY BE USED AT 32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED. .032 042 TRIBUTARY WIDTH Z O.H. 2" X 6 1/2" RAFTER 9 10 Z Z Z110 13 14 15 16 17 18 19 20 21 0 3 4 4 5 5 �- a 110 MPH 120 MPH 130 MPH v EXP.0 MPH 120 MPH 130 MPH L.L. EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 (PS (PSF) (IN.) -o 10 10 11 11 12. 12 13 14'-2" 14'-2" 14'-1" 13'-10" 13'-10" 12'-8" 19'-10" 19'-10" 19'-10" 16" 19'-d" .024 9 16'-3" 16'-3" 16'-3" 15'-10" 16'-0" 14'-7" 14 14 15 14'-10" 14'-10" 14'-10" 14'-10" 14'-10" 13'-9" 12 12 13 13 024 15 15 16- 16'-3" 11'-T 11'-T 11'-7" 11'-4" 11'-4" 10'-4" 25'-3" 25'-3" 25'-0" 24'-9" 24" 23'-9" 14'-2" 16" 11'-T 11'-T11'-3" 13'-10" 24" 18'-0" 18'-0" 18'-0" 17'-7" '-8" 16'-10" 24'-8" 032 14'-1" 16" 20'-8" 18'-0" 18'-0" 18'-0"2!1 8'-0" 1 T -T 10 .032 10 18'-6" 18'-6" 18'-6" 14'-4" 14'-6" 16'-10" 20 -8 20'-8" 20'-8" 201-0" 20'-2w 24" 30'-8" 30'-8" 30'-0" 9'-10" 30'-1" 28'-9" 16" 14'=8" 14'-8" 14'-8" 14'-8" 14'-8' 14'-4" 30'-8"30'-8" 30'-8" 21'-9"- 21'-9" 21'-9" 21'-3" 21'-4" 20'-6" 25'-1" 25'-1' 24'-6" 16" 23'-T 24" 21'-9" 21'-9" 21'-9" 21'-9"21'-9"21'-2" 25'-1° 25'-1" 24'4" .042 16'-T 17'-9" 17'-9" 17'-9" 17'-4" 17'-6" 16'-9" 16" 24" 7" 16'-T 16'-T 16'-T 16'-T 16'-7" .024 13'-7" 13'-T 13'-7' 13'x" 13'-4" 13'-0" F24" 11'-9" 11'-9" 11'-9" 11'-7' 11'-8" 11'-3" 13'-7" 13'-T 16" 13'-7" 13' -T13' -T 21'-1" 21'-1" 21'-1" 20'-9" 0'-10" 11'-9° 11'-9" 11'-9" 11'-9' 11'-9" 11'-9" .024 9'-8" 9'-8" 9'-8" 9'-6" 9'-7" 9'-3" .032 17'-3" 17'--3" 17"-3". 24" 17'-1" 16'-6" 24" 9'-8" 9'-8" 9'-8" 9'-8"9'-8" 9'-8' 17'-3" 1 T-3" 17'-3" 15'-0" 15'-0" 15'-0" 14'-9" 14'-9" 14'-4" 24'-4" 16" 16" 25'-6" 25'-6" 25'-6" 25'-6" 15'-0" 15'-0" 15'-0" 15'-0' 15'-0" 0'-10" 20 .032 20 20'-0" 12'-3" 12'-3" 12'-3" 12'-1" 12'-2" 11'-9" 20'-10" 24" 20'-10" 20'-10" 20'-10" 9'-3"-- 9'-3w-- 9'-3"__ 9'-3"-- 12'-0"3" 9li 12'-3" 12'-3" 12'-3" 18'-1" 18'-1" 18'-1" 17'-9" 17'-10" 17'-4" 16" 18'-1" 18'-1" 18'-1" 18'-1" 18'-1" .042 14'-9" 14'-9" 14'-9" 14'-7" 14'-8" 14'-2" 24" 14'-9" 14'-9" 14'-9" 14'-9" 14'-9" 14'-9" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 16" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" .024 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 24" 6'-3" 6'-3" 6'-3" 6'-3" 8'4" 8'-4" 8'4" 8'-4" 8'-4" 8'-4" 16" 25 .032 8,-4w 8'-4" 8'-4" 8'_4" 8'-4" 8'4" 25 8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 8'�8-1 24" 8'-4" e'1i" 8'=4" 8'-4" 8'-4" 101-1" 10'-1" 10'-1" 10'-1" 10'-1" 10'-1" 16" 10'-1" 10'-1" 10'- 1" 101" '- 10'-1" 10'-1" 042 10'-1" 10'-11, 10'-1" 10'-1" 10'-1" 10'-1" 24" FOOTNOTE: 'SAMPLE" FIGURE INDICATES -a ATTACHED FIGURE INDICATES FREESTANDING .032 042 TRIBUTARY WIDTH Z O.H. DBL. 2" x 6 1/2" RAFTER 9 10 Z 12 13 14 15 16 17 18 19 20 21 0 3 4 4 5 5 �- a 110 MPH 120 MPH 130 MPH EXP. B EXP.0 EXP, B EXP.0 EXP, B EXP.0 F) (IN.) W o 9 9 10 10 19'-10" 19'-10" 19'-10" 19'-6" 19'-T 1T-10" 8 16" 10 10 11 11 12. 12 13 3' 4-10" 8 8 9 19'-10° 19'-10" 19'-10" 19'-10" 13 13 14 19'-d" .024 9 16'-3" 16'-3" 16'-3" 15'-10" 16'-0" 14'-7" 14 14 15 5' 24" - - 11 11 12 12 13 13 14 14 15 15 16- 16'-3" 19-3--1::16'-3" 16'-0" 16'-3" 5'-10" 25'-3" 25'-3" 25'-0" 24'-9" 4'-10" 23'-9" 14'-2" 16" 14'-1" 14'-1" 13'-10" 24" 25'-3" 25'-0" 25'-3" 25'-3" 25'-3" 24'-8" 032 14'-1" 13'-10" 20'-8" 20'-8" 20'-3" 20'-4' 19'-6" r24-20'-8" 20'-8" 20 -8 20'-8" 20'-8" 201-0" 20'-2w 30'-8" 30'-8" 30'-0" 9'-10" 30'-1" 28'-9" 16" 30'-8"30'-8" 30'-8" 30'-8"-::30'-8" 29'-10" 042 25'-1" 25'-1" 25'-1' 24'-6" 24'-T 23'-T 24" 25'-1° 25'-1" 24'4" 16'-T 16'-T 16'-T 16'-3" 16'-4" 5'-10° 16" 7" 16'-T 16'-T 16'-T 16'-T 16'-7" .024 13'-7" 13'-T 13'-7' 13'x" 13'-4" 13'-0" F24" 13'-7" 13'-T 13'-7- 13'-7" 13' -T13' -T 21'-1" 21'-1" 21'-1" 20'-9" 0'-10" 20'-2" 16" 21'-1" 21'A" 21'-1" 21'-1" 21'-1' 21--1- .032 17'-3" 17'--3" 17"-3". 17'-0" 17'-1" 16'-6" 24" 17'-3" 1 T-3" 17'-3" 26-6" 25'-0" 25'-6' 25'-1" 25'-2" 24'-4" 16" 25'-6" 25'-6" 25'-6" 25'-6" 25'-6° 25'-6" 042 20'-10" 0'-10" 0'-10" 20'-6" 20'-7" 20'-0" 24• 20'-10" 20'-10" 20'-10" 20'-10" 20'-10" 9'-3"-- 9'-3w-- 9'-3"__ 9'-3"-- 9,-3"-- 9li 16" .032 042 TRIBUTARY WIDTH TABLE - CLEAR SPAN (FT.) O.H. 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 2' 5 6 6 7 7 8 8 9 9 10 10 11 11 12. 12 13 3' - 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 4' _ - - 9 9 10 10 11 11 12 12 13 13 14 14 15 5' _ _ _ - - 11 11 12 12 13 13 14 14 15 15 16- ,--. %,emnoamerdsOURALUMUAPMO 019519-12-13UAPMO PATIO COVER 11-15-131.dwg, 11/27/2013 950•.53 PM, Tabloid PROJECTION — S O.H. PAN TRIBUTARY TRIBUTARY= � I WIDTH V2 SPAN + O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN 9'-0" 9'-3" 9'-3" 9'-3" 9'-3" 9'-3" 24" 9''-3" 9'-3" 9'-3" 9'p-3" 9'p-3" 9'p-3" 11'-8"p 11'-8"Q 11'-0"p 11'-8"p 111-8"p 11'-13"p 16" 11'-8" 11'-0" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8"pp 11'-8"p 11'-0" 11'-8"p 11'-8"p 11'-8"0 24" 11 11'"8" 11'-8" 14'-1" 14'-0" 16" 14'-2" 14'-2" 14'-2" 14'-1" 14'-1" 13'-10" 24" 14'-2" 14'-2" 14'-2" 14'-1" 14'-1" 13'-10" PROJECTION — S O.H. PAN TRIBUTARY TRIBUTARY= � I WIDTH V2 SPAN + O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN "a Users\dell\Documerts\DURALUM\IAPMO 0195\9-12-13\IAPMO PATIO COVER 11-15-13 1.dwg, 1127/2013 9:48:47 PM, Tabloid MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER FOR ATTACHED AND FREESTANDING SOLID COVERS W TABLE 1 TABLE 2 TABLE 3 z z (2) 2"x6 %2" AND WALL HANGER, 3"x8" AND EXTRUDED AND 3"x8" WITH w A 6Y2" ROLL FORMED HEADERS STEEL HEADERS STEEL INSERT HEADERS 0 m NUMBER OF NO.14 TEK OR SMS SCREWS NUMBER OF NO.14 TEK OR SMS SCREWS NUMBER OF NO.14 TEK OR SMS SCREWS } a a a F PER FOOT OF HEADER_ LENGTH j!� :r PER FOOT OF WALL HANGER AND HEADER LENGTH PER FOOT OF HEADER LENGTHuj W Z 3 a. r 110 MPH 120 MPH 130 MPH 110 MPH 120 MPH 130 MPH 110 MPH 120 MPH 130 MPH v< X EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C~ EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C~ EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C o� 1 2 2 2 2 2 1 1 1 2 2 2 1 1 1 1 1 1 5 2 2 2 2 2 2 5' 1 2 2 2 2 2 5' 1 1 1 1 1 2 W 0 2 2 2 2 2 2 1 2. 2 2 2 2 1 1 1 1 1 2 6 2 2 2 2 2 3 6' 2 2 2 2 2 2 6' 1 1 1 2 1 2 P—T 2 2 2 2--3, 3 7, 2 2 2 2 2 2 7'p---1 1 1 1 2 N a- 2 2 3 3 2 2 2 2 2 3 1 .2 2 1 2 2 8' 2 2 2 3 3 3 8' 2 2 2 2 2 3 8' 1 1 1 2 2 2 2 3 3 3 3 3 2 2 2 3 3 3 1 2 2 2 2 2 do 1N w a g- 2 2 2 3 3 3 g• 2 2 2 3 3 3 g� 1 2 2 2 2 2 2 3 3 3 3 4 2 3 3 3 3 3 2 2 2 2 2 2 00 �o �, z 10 10 2 2 2 3 3 3 10 1 2 2 2 2 1 3 3 3 4 3 4 2 2 2 3 3 3 2 2 2 2 2 3 ir '_ 11 2 3 3 3 3 4 11' 2 3 3 3 3 4 11' 2 2 2 2 2 2--, 3 3 3 4 4 5 2 3 3 3 3 4 2 2 2 2 2 3 3 3 4 4 4 2 3 3 3 3 4 2 2 2 3 2 3 12 3 4 4 4 4 5 12 2 3 3 2 2 4 12 , 2 2 2 3 2 3 w13 3 3 3 4 4 5 13 2 2 2 2 2 3 132 2 2 2 �2�2 �33 3 4 4 5 4 5 3 3 3 4 3 4 22 a FOOTNOTE: "SAMPLE" a Z FIGURE INDICATES ATTACHED� FIGURE INDICATES FREESTANDING E 8 N E Z ,Oi UCS' FAN BEAM a?wQ. oi�<c 0 � X FAN BEAM (19'-0" MAX SPAN) V) °0 >w LL z• >aLu c d FAN BEAM FAN BEAM O�< HEADER a o m a Ir AND/ T=.075" 2 12• 21/2" 212' zrORLIGHT TURE NP- X w .bs.)10 - #12 S.D.S. SCREW W m'o® Z W #14 x 3 112" AT BEAM S.D.S. SCREW AT HANGER CHANNEL a FAN BEAM OOfAC ALUM. ALLOY 6063-T6 ATTACHMENT AT HEADER ATTACHMENT AT HANGER CHANNEL Lna NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY LL 0 O TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN 0 v IN TABLE 1, SHEET T-1. °� P ur us Users\dell\Documerts\DURALUM\IAPMO 0195\9-12-13\IAPMO PATIO COVER 11-15-13 1.dwg, 1127/2013 9:48:47 PM, Tabloid �� SPLICE4== DBL. 3"x8"4.042" BEAM WHERECCURS0.075TYR N W/ DBL. 14 GA. STL. INSERT IH ALUM. ALLOY 3004-H36 OR EQUAL DBL. 3"x8"x0.042" BEAM 410TE'TOP AND EACH HEADER BE SHALL BE CUTAT � W/ DBL. 12 GA. STL. INSERT 30TT OM FU+NGES 3oTrACH INTERIOR COLUMN WHERE 3 ALUM. ALLOY 3004-H36 OR MORE COLUMS OCCUR. DO NOT AT END COLUMNS. === _JI A MAG BEAM ALUM. ALLOY 6063-T6 6.5" ROLLFORM @4U!ZER FASCIA M. ALLOY 3004-H36 I DBL.2"x6.5"x0.032" ALUM. ALLOY 3004-1136 OR EQUAL . T=12 OR 14 GA. ASTM GRADE 50 .042" TYP. 3.0' HEADER BEAM TYPES SPLICE WHERE OCCURS .. 4.0' 0.070' 0__4L_U_M. " I-BEAMALLOY ' I 6063-T6 ' h 3"x8"x0.042" BEAM ALUM. ALLOY 3004-H36 OR EQUAL .03r ALUM. MAX. HT.=10' (04.5" MAG GUTTER _ ALUM. ALLOY 6063-T6 K DBL. 3"x8"x0.042 BEAM ALUM. ALLOY 3004-1136 OR EQUAL �i 1.00' 'ALUM. .048' STEEL 3.0' .28' TFes• ----WI -1 1--3.0'-- r. 3" SQ. ALUM. POST " �' ALUM. ALLOY 3004-1136 B()_ALUM. 3 SQ. ALUM POST ALLOY 3004-H36 3" SQ. STEEL_ POST F ASTM A500 GR.B (FY=46ksi) E 3" SQ. STEEL BEAM ASTM A653 GRADE 40 7 5 3"x8"x0.042" BEAM L W/ 14 GA. STL. INSERT ASTM GRADE 50 3"x8"4.042" BEAM �>�TM A. STL. INSERT GRADE 50 r COLUMN / POST TYPES 0t 024' DBL. 3"x8"4.042" BEAM _ N W/ DBL. 14 GA. STL. INSERT IH ALUM. ALLOY 3004-H36 OR EQUAL DBL. 3"x8"x0.042" BEAM 410TE'TOP AND EACH HEADER BE SHALL BE CUTAT � W/ DBL. 12 GA. STL. INSERT 30TT OM FU+NGES 3oTrACH INTERIOR COLUMN WHERE 3 ALUM. ALLOY 3004-H36 OR MORE COLUMS OCCUR. DO NOT AT END COLUMNS. OR EQUAL CUT FLANGES ......r... an1s1DURALUM\APMO 01951412-13UAPMO PATIO COVER 11-15.131.dwg, 1127/2013 9:57:11 PM, Tabloid HEADER BEAM TYPES SPLICE WHERE OCCURS .. 4.0' 0.070' 0__4L_U_M. " I-BEAMALLOY ' I 6063-T6 ' h 3"x8"x0.042" BEAM ALUM. ALLOY 3004-H36 OR EQUAL .03r ALUM. MAX. HT.=10' (04.5" MAG GUTTER _ ALUM. ALLOY 6063-T6 K DBL. 3"x8"x0.042 BEAM ALUM. ALLOY 3004-1136 OR EQUAL �i 1.00' 'ALUM. .048' STEEL 3.0' .28' TFes• ----WI -1 1--3.0'-- r. 3" SQ. ALUM. POST " �' ALUM. ALLOY 3004-1136 B()_ALUM. 3 SQ. ALUM POST ALLOY 3004-H36 3" SQ. STEEL_ POST F ASTM A500 GR.B (FY=46ksi) E 3" SQ. STEEL BEAM ASTM A653 GRADE 40 7 5 3"x8"x0.042" BEAM L W/ 14 GA. STL. INSERT ASTM GRADE 50 3"x8"4.042" BEAM �>�TM A. STL. INSERT GRADE 50 r COLUMN / POST TYPES 0t 024' =3"SQ.xt=0.188" =3"SQ.xt=0.250" IH =3"SQ.xt=0.313" =4"SQ.xr-0.188" =4"SQ.xt=0.250" #10 SMS Q 24' D.C. EA. SIDE 0.075' I I TYP. 3" SQ. ALUM. POST D WITH SIDEPLATES ALUM. ALLOY 3004-H36 OR EQUAL U�E� MAG POST ALUM. ALLOY 6063-T6 SPLICE WHERE 0.110' TYP. T=0.12S' ALUM ALLOY 6063-T6 7" I -BEAM r ALUM. ALLOY 6063-T6 W/ 1 "C" INSERT t7 ALUM. ALLOY 6063-T6 H W/ 2 "C" INSERTS ALUM. ALLOY 6063-T6 SQ. STEEL POST ASTM A500 GRADE B =3"SQ.xt=0.188" =3"SQ.xt=0.250" IH =3"SQ.xt=0.313" =4"SQ.xr-0.188" =4"SQ.xt=0.250" SQ. STEEL POST ASTM A500 GRADE B Users1delKDocuments\DURALUMUAPM0019519-12-13\IAPMO PATIO COVER 11-15-13 1.dwg, 1127/2013 952:38 PM, Tabloid COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMNS T'BRACKET Q 3"SQ. POST W/ (2}#12 SMS EA. 3 -SQ. POST SIDE OF POST OR 1/4" M.B. THROUGH POST (2)-114"0 POWERS WEDGE - BOLTS+, OR EQUAL, EACH BRACKET TO SLAB. MINIMUM DISTANCE TO EDGE OF SLAB = 4" OR TO CRACK = 10" (1 Y4" MIN. EMBEDMENT) SLAB SHALL BE IN GOOD CONDITION 3 1/2" MIN. 7 EXISTING SLAB ALUM. ALLOY 3.00" OR 6063-T6 �� 2.40-- o**" � 1.375" 0 0 75" 1.60" 1.50 .090" TYP INSTALL 1Y" x 1Y2' x Y" HDG WASHER PLATE AT ANCHORS FOR 130 MPH ALUM "T" BRACKET q 7/16"0 HOI FOR 3/8" N ASTM GRADE 36 STEEL INSTALL 1Y2*x 1Yz" x Ya" HDG WASHER PLATE AT ANCHORS .157"- TYP__ USE FOR 3" OR 4" STEEL POSTS q 2- 5/16"0 ,UsersWelN]ocuments\DURALUMUAPMO 01 3" SQ. POST SEE NOTES BELOW ALUM.-rBRACKET USE WITH POST TYPE B,C,D, OR E. STEEL"T`BRACKET USE WITH POST TYPE B,C,D,E,F,G,H,J OR K ALUM."RACKET: USE (2)-318"0 HILTI " KWIK BOLTS OR EQUAL STEEL.-rBRACKET. USE (2)3/8"0 HILT] KWIK BOLTS OR EQUAL 2 %" EMBEDMENT DEPTH FOR KWIK BOLTS) POURED CONCRETE FOOTING SEE NOTE FOR SIZE SEE FOOTING SCHEDULE QUAR IN BEAM SPAN TABLE O3" SQ. POSTS TO CONC. FOOTING NOTES: 1. DO NOT USE ALUM. "T' BRACKET WITH 3X8 BEAM W/INSERT, MAG BEAM, 4" OR 7" I -BEAMS. 2. POST TYPE E INSTALL WASHER PLATE, 2"XY"X5Y2'AT STEEL -r BRACKET. 3. POST TYPE F DO NOT USE STEEL "T" BRACKET Wrr I -BEAM. STEEL "T" BRACKET m.- 11/27PL01310:18:18 PM, 11 x 17 2 FLANGES 2 1/8" APART BASE FLARES TO 3"WIDE EA. SIDE OF FLANGES FOR 3" POST, 4" WIDE FOR4" POST 1-7/16"0 HOLE & 2-3/8" HOLES TYP. EA. SIDE STEEL POST ONLY: ' USE POST TYPE F. G, H. J OR K 1/2 DEPTH OF ATTACHED ONLY FOOTING & ANCHOR BOLTS 2"X6.5"X0.032" SIDE PLATES FOOTING OR I I 120 MPH 12" MIN. EMBD. I I i EXP. B EXP. C i EXP. C EXP. B 'sr m 2 2 2 3 3 U) 6' 2 W a. 3 3 3 x9" LONG, 1"�° ; • • '•�'. 0- c FROM END 3 p m OF POST 4 _Z POUREDSQUARE, 1 3 SEE FTG. CONCRETE 4 SCHEDULE IN BEAM FOOTING 3 SPAN TABLE SQUARE POST EMBED. 9 INTO FOOTING 4 MINIMUM NUMBER OF REQUIRED COLUMNS FOR ATTACHED COVERS ATTACHED ONLY FOOTING & ANCHOR BOLTS 2"X6.5"X0.032" SIDE PLATES m 3 ►� 110 MPH 120 MPH 130 MPH EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C 5' 2 2 2 3 3 3 6' 2 3 3 3 3 4 7' 2 3 3 4 3 4 8' 3 1 3 3 4 4 5 9' 3 4 4 4 4 5 10' 3 4 4 5 5 6 11' 4 4 4 5 5 6 12' 1 4 5 5 6 5 7 13' 4 5 5 6 6 7 <� m 2"X6.5"X0.042" SIDE PLATES 110 MPH 120 MPH 130 MPH EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C 5' 2 2 2 2 2 3 6' 2 2 2 3 2 3 7' 2 2 2 3 3 3 8' 2 3 3 3 3 4 9' 2 3 3 4 3 4 10' 4 3 3 4 4 5 11' 3 3 4 4 4 5 12' 3 4 4 5 4 5 13' 3 4 4 5 5 6 NOTE: 1. MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS . AS SHOWN ON SHEET 7. SEE SHEET 7 FOR POST TYPES 2. SEE SHEET FOR ALTERNATE LATERAL BRACING SYSTEM FOR ATTACHED COVERS. (3)-5/8"0 BOLTS FOR POST TYPE J & K (2)-112"0 BOLTS FOR ALL OTHER CONDITIONS A572 STEEL' 3116" V 3" SQ. POST (STL.) — OR FLUTED OR 4" SQ. POST (STL.) INSERT PL.5/8"THK.- 1 1/2" 16" INSERT x 0.188" ASTM A36 STEEL 1 1/2" WELDED STEEL BASE PLATE UO BASE PLATE SCHEDULE PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 7 9" SQ. x 5/8" B, C, D. F, G, H, J, & K FREESTANDING BASE PLATE ANCHOR BASE PLATE I ANCHOR BOLTS (SIZE & TYPE) (4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS 9"x9"x 5/8" STEEL PER I.C.C. ESR -1917 OR EQUAL (4 3/4" EMBEDMENT DEPTH) ' ATTACHED ALTERNATE FTG. ATTACHED ONLY FOOTING & ANCHOR BOLTS CUBE SIZE SO. 18• DEEP 'CUBE FTG. FOOTING 51ZE SINGLE POSTS EMBED. 18" 18" SQ. 1r BOLTS 23'&24'CUBED (2)-M-0 31/4• 20' 21"SQ. 12' 22" 25" SO. 16" 25'-30•CUBED (4)-112'0 31W 24' 28' SQ. 20" 26" 32• SQ. 1 23" 31'- 34" CUBED (4}W-0 4' 28" 35" SQ. 25" 35'- 39• CUBED (4}3!4'0 a 3/a• 30' 39' SQ. 28" 32* 43' SQ. 30" 40' - 42• CUBED (4)-3x4.0 a 314" 34' 47" SQ. 32" NOTES: BOLTS SHALL BE HILT] KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL 36" 51' SQ. 34" 38" 55• SO. 3r 40" 60" SO. 39" 4r 64'S0_ 41' 44• 69" SQ. 43• • CUBE FOOTING Wx4' SLAB NOTE: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED LATERAL FORCE RESISTING SYSTEM (LFRS) FOR ATTACHED COVERS AS AN ALTERNATE FOR ATTACHED COVERS, THE LATERAL BRACING SYSTEM (LFRS) SHOWN BELOW MAY BE USED ONLY FOR ATTACHED, SOLID -ROOFED COVERS COLUMN I: 3"x3"x0.032' W/ (2) 2"x6.5"x0.042" SIDE PLATES. SEE JBAND eD 7 COLUMN 2: PER SPAN TABLES MINIMUM NUMBER OF REQUIRED COLUMNS FOR ATTACHED COVERS Da 2"X6.5"X0.032" SIDE PLATES 110 MPH 120 MPH 130 MPH EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C 5' 2 2 2 3 3 3 6' 2 3 3 3 3 4 T 2 3 3 4 3 4 8' 3 3 3 4 4 5 9' 3 4 4 4 4 5 10' 3 4 4 5 5 6 11' 4 4 4 5 5 6 12' 4 5 5 6 5 1 7 13' 4 5 5 6 6 7 a� m 3 ►at- 2"X6.5"X0.042" SIDE PLATES 110 MPH • 120 MPH - - 130 MPH EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C 5' 2 2 2 2 2 3 6' 2 2 2 '3 2 3 T 2 2 2 3 3 3 8' 2 3 3 3 3 4 9' 2 3 3 4 3 4 10' 4 3 3 4 4 5 11' 3 3 4 4 4__- 5- 12' 1 3 1 4 4 5 4 5 13' 3 4 4 5 5 6 NOTE: 1. MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS AS SHOWN ON SHEET 7. SEE SHEET 7 FOR POST TYPES. _... %A.mnnaunent50URALUM\'APMO 019519-12-13UAPMO PATIO COVER 11-15-13 2.dw9, 11282013 4:12:18 AM. 11 x 17 ROLL-FOI INSULATED RO( INTERLOCKING SEI #14 SDS @8'O.C. (2) # 14 SDS @ EACH PANEL. 6" FROM PANEL EDGE O INSULATED ROOF HANGER #14 SMS @ 32.O.C. MAX- (4 AX(4 MIN. PER PANEL INTERLOCK) OLL-FORMED PANEL OROLL -FORMED PANEL INTERLOCKING SEAM #14 SMS @ 32.O.C. 4 MIN. PER EACH JOINT ALUMINUM E TOP & BOTT. 0.024' INSULATED ROOF PANEL INTERLOCKING JOINT o Z W W 2 Z__ N J W Q 01 Iq U m fA iAU QJ a It 0 /-2 J Z O W WOE mmc� CL Lu dif r)) no v = J Z P tgi 4a U. W 0 U U LL 03_ as 02 o n� Q� NO c;;: � o" .Z s� o� w0 J tu tu m� z8 to �o �W w oa W g 8 E maF, LL U l� m...0® �ULu QZWLu wm L H U } C3mQ -Q FORM CORE— > Lu Ofz UDah O�Q Q>m� soma W_ Zo LLi Lu m 0w Z p Z� L 3ai"'o-. R< 0 La LL o 0 to U) BEAM TYPES ATTACHED 8x FREESTANDING LATTICE COVERS - 10# LIVE LOAD -110, 120,130 MPH - EXP. B 8x C 1.00' r 0.14' R 3.0' 0.26• 0•�' TYP TI---3.0'� 3" SQ. STEEL BEAM D ASTM A653 GRADE 40 0.032• 6.S TMP• 2.0' 3.0� 2.0- MAX r` DBL. 2"x6.5"x0.032° ALUM. ALLOY 30044.136 OR EQUAL 0.04r TYP I I F -3.0'--I a a a 3x8 x0.042 BEAM '' I 1 ALUM. ALLOY 3004 H36 OR EQUAL 3" SQ. STEEL BEAM ASTM A653 GRADE 40 DBL. 2"x6.5"x0.032" V ALUM. ALLOY 3004 -136 OR EQUAL 3"x8"x0.042" BEAM ALUM. ALLOY 300444M OR EQUAL w= 0 m 6 w N w �SPA� ^ O N m U d � o xuJ Lu o a Q O O J $ os m W p �- O �, r J J 0 r' MAX.COL ON SCING LAB t � :)g F ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID } � 0 > o_ � 3 M^x T SPACINGFTG. (SPAN) (IN.) MIN. OST PTYYPEE FTG SPACING (SPAN) (IN.) MIN. ST n' MAX.POST MAX.POST SPACING SPACING 2'x6.5'x0FOR 803r FOR BEAM 8' FTG. (IN.) MAX.POST MAX.POST MIN. POST SPACING SPACING FTG. FOR TYPE z7x6.57x08o3r L. FOR 3-x8- 8' (IN.) MIN. TYPE POST 13'-7" 5' 7'-3" 15 7'-3" 15 B 7'-3" 24 T-3" 26' F 13'-T 13'-8" 13'-2" 13'-8" B 19 13'-2" 13'-8" 29 21 13'-2" 13'-8" 30 G H 5 11'x" g' 6'-10" 16 6'-10" 16 B 6'-10' 24 6'-10" 26 F 12'-1" 12'-0" 12'-1" 2'-6" B 19 12'-1" 12'-6" 28 21 12'-1" 12'-6" 30 G 6r r a 9 r 7 6'-6" 16 6'-6" 16 B 6'-6" 24 6'-6" 26 F 11'-2" 11'-7" 11'-2" 11'-T B 2U 11'-2" 11'-T 28 22 11'-2' 11'_7" 29 G 7 a 8'6 r 8 6'-3" 17 6'-3" 17 B 6'-3" 25 " 6'-3 27 F 10'-6" 10'-10" 10'-0 0'-10' B 20 10'-6" 10'-1 28 22 10'-6" 10'-10' 29 G 8 n 7 -7 r 9 6%0" 17 6'-0" 17 B 6'-0" 26 6'-0" 27 F G 9'-10" 10'-2" 9'-10 0'-2" C 21 9'-1 U" 10' -2" 29 23 9'-10 10'-2° 29 G . 9 25• 6'-9" 1 0r 5'-9" 5'-9" 18 8 B 5,_ga 5'-9" 228 F G 9'-4" 9'-4" 9'-29'-2" C 223 9'�" 9'-4° 9'-2"9'-2" 229 G 10' 6'-2" 11' S'-8" 5'-8" 18 $ B 5'-8" 5'-8" 229 G 9'-0" 9'-0" 8'-4- C 21 223 9'_0" 9'-0" 8'-4"$•4• 229 G 11' 8.0" 0.042" TMP' r",z OR ,0 GA 7.875' ASTMpp GRADE 50 0.6 _ o 0 Q u J Z J 3 5'-8" 12' S-6" 18 5'-6" 18 B 5'-6" 28 5'-6" 29 G 8'-7" 7'-8" W-7" 7 -8" C 21 8'-7" T-8" 29 23 8'-7" 7'-8" 29 �. 12, >- ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID MAX.POST SSPA") ( FTG (IN.) MIN. riPE MAX.POST SPACING FTG (IN.) MIN. riPE MAX.POST SPACING FOR DBL z78.5'x0.03r MAX.POST SPACING FOR 35x8' BEAM FTG. (IN.) MIN. ; E MAX.POST SPACING FOR DBL. rx6.sxo.032" MAX.POST SPACING FOR 3'X8' BEAM FTG. (IN.) MIN. TSE 3A- I I I--3.0- MAX3.0----- I DBL. 3"x8°x0.042" BEAM ALUM. ALLOY 3004-H36 OR EQUAL 0.625' z.87s a 3x8"x0.042" BEAM W/ 14 GA. STL. INSERT ASTM GRADE 50 = C N r MAX.COL. SPACING ON SLAB,r. cno_ F o a 3 i o W z a 0 < N k W 5 ` LL m a 13 -7 5 7'-3" 15 T-3" jr 15 B 7'-3" 26 F 7'-3" 27 G 13'-2" 13'-8" 13'-2" 13'-8" B 19 13'-2" 13'$" 29 21 13'-2" 13'x• 29 G , 5 11'-4n 6r 6'-10� 16 6 -10" 16 B 6'-10" 25 F 6'-10" 27 12'-1" 12'-6" 12'-1" 12'-6' B 20 12'-1" 12'-0" 29 22 12'-1" 12•-0• 29 G 6' g'-8" 7' 6'-6" 16 6'-6" 16 B 6'-6" 25 6'-6" 27 F 11'-2" 11'-T 11'-2" 11'-7" C 20 11'-2' 11'-7" 30 22 11'-2" 11'-T 30 G , 7 8--6- 8 -6 8 6'-3" 6'-3" 17 17 B 6'-3" 6'-3" 26 28 F G 10'-6" 10'-6 0'-1 " 10'-10" C 21 23 10' 8" 10'-6" 0'-1 10'-10" 30 30 G 8- T=,2OR ,ASTMCJL GRADE 50 8.0" .04r Trp. J 0 r 7,_74 9' 6'-0" 6'-0" 1 ; 7 B 6'-0" 6r-0" 2 29 G 9'-109'-10 10' 10'-2" C 223 9'-1 9'-10" 10'-210•-2" 3 31 G 9' e m E m m . o f a z � o N wrU� 6'-9" 10' 5'-9" 18 5'-9" 18 B 5'-9" 28 5'-9" 30 G 9'-4" 9'-2" 9' 4" 9'-2" C 22 9'-4" 9'-2" 31 24 9'-4" g•_2" 31 �+ \-7 10 6'-2" 11' 5'-8" 18 5'-S" 18 B : 5'-8" 29 G 5.'-8" 30 - - H 9'-0" 8'-4" 9'-0" 8'-4" . E 2 9'-0" 8'4" 31 24 - 9'-0" $'�" 31 G , a 5 -8 , 12 5'-6" 18 5' 6" 18 B 5'-6" 29 G 5'-6" 31 H 8'-7" 7'-8" 8'-T 7'-8" E 2 $'-7" T-8" 32 24 8'-T ---7'-8 3, 32 G , 12 FOOTNOTE: "SAMPLE" FIGURE INDICATES 3.0" EXPOSURE B fa FIGURE INDICATES EXPOSURE C DBL. 3"X8°x0.042" BEAM WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. W/DBL. 14 GA. STL. INSERT V no Q; (no O LL w� a< O IL z U oX.O a ro O ~¢ L.L� MAX.COL. SPACING ON SLAB * } _ �8- ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID O ~a 3_ MAXPOTFTGMIN. ( (IN.) SSPAN) �A E MAX.POST FTG. (IN.) 3SPCN) ;�E SCI OST I 5MAX.POST FOR DBL FOR 35x8" 2x6.5'x0.03r BEAM FTG.MIN. (IN.) POST SpPOST SPFTGMIN. CNG SPACING POST DBL. FOR 3x8(IN.)co OE .�E 278.5"x0.032' BEAM a 13 -7 5 7'-3" 15 7'_3" 15 B 7'-3" 27 F T-3" 29 G 13'-2" 13'-8" 13'-2 13'-8" B 20 13'-2" 13'-8" 30 22 13'-2" 13'-8" 30 H 5 xli 11'-4" 6 6'-10" 6'-10" 16 16 B 6'-10" 6'-10" 27 28 F G 12'-1" 12'-1" 12'-0" 12'-6" C 21 23 12'-1" 12'-1" 12'-0" 12'-6" 31 31 u H , 6 L * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. - - ALUM. ALLOY 3004-H36 OR EQUAL O M r ° „ w i Y m z m = "c' 3ai°1m a 0 o m a n 9 _8 , 7 6'-6" 16 6'-6" 16 B 6'-6" 27 F 6' 6" 28 G 11'-2" 11'-T 11'-2" 11'-7" C 22 11'-2" 11'-7" 31 23 11'-2" 11'-7" 31 I , 7 n 8--6" , 8 6'-3" 17 6'_3" 17 B 6'-3" 28 6'-3" 29 G 10'-6" 0'-1 10'-6 0'-10" . C 22 10'-6" 0'-1 32 24 10'-6 - 10'-10" 32 8 7,_74 9' 6'-0" 6,-0" 1 7 B 6'-0" 6'-0" 230 G H 9'-109'-10 10'-2"10'-2" E 224 9-10--9'-10 10'-210•-2" 333 `� 9' W) NOTE: J J r n 6 -9 , 1 O 5'-9" 5•_g" 18 18 B 5'-9" 5'-9" 29 31 G H 9'-4" 9'�" 9'-2" 9'-2" E' 23 25 9'-4" 9'-4" 9'-2" 9•_2a 33 33 J 10 FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6' EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING SHT. 9 FOR ATTACHED COVES TABLES 0 r o p ,, < ~ u, 6 -2 " , 11 5'-8" 18 5'-8" 1$ B 5'-$" 30 H 5'-8" 32 I 9'-0" 8'4" 9'-0" 8'�" E 23 9'-0" 8'4" 33 25 9'-0" 8'-4" 33 J r 11 5'-8" 12' 5'-6" " 18 5'-6 1$ Ci 5'-6" " 31 H 5 -6 33 J 8'-T [7'-8"_--- 8'-T 7'-8 E 23 8'-7" 7'-8" " 34 25 8'-T 7'_g 34 J 12' ..--_....°n,cinURALUMUAPMO 019519-12-13UAPMO PATIO COVER 11-15-13 2Atwg, 11128/20131:41:30 AM, 11 x 17 JsersidelKDocuments\DURALUMUAPMO 019514 ATTACHED & FREESTANDING SOLID COVERS - 50# LIVE LOAD -110,120,130 MPH - EXP. B & C 3"x8"x0.042" BEAM 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM o DBL. 3"x K W/ 14 GA. STL. INSERT I" W/ 12 GA. STL. INSERT M W/ DBL. 14 GA. STL. INSERT N W/ DBL. 12 GA. STL. INSERT O W ALUM. ALLOY 3004 H3 OR EQUAL ASTM GRADE 50 ASTM GRADE 50 ALUM. ALLOY 3004H3 OR EQUAL ALUM. ALLOY 3004H3 OR EQUAL i } ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ? w N MAX.COL. o_ MAXPOST�(IN GACING. MIN. MAX.POST FTG MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAXPOST FTG MIN. MAX.POST FTGPOST. MIN. MAX.POST FTG MIN. MAXPOST FTG. MIN. MAX.POST FTG. SPACIN MIN. MAX.POST FTGPOST SPACING. MIN. POST �o p = crPAN) (ING ') TYPE (SPAN) (UV.) SPACING PANG (IN') POST S(SCAN) ING (IN.) TYPE (1N') S(SPAN) PACING (I"') POST SPACING (I"') PAN) (1N') POST (I"') TYPE (IN.) ~� o � a ONSSPACLAB* TYPE TYPE (SPAN)POST TTYYPSE TYPE (SPAN) TYPE (SPOST TYPE (SPAN) (SPAN) a 13'-7"5 11'-3' 18 E 12'-0" 35 J 10'-9" 17 E 11'-6" 35 J 11'-9" 18 E 12'-6' 35 15'-1" 19 E 16'-1" 38 16'-0" 20 E 17'-7" 39 K 5 ¢ a 11',3' 20 12'-0" 35 10'-9" 19 11' 6" 35 11'-9" 20 12'-6" 35 `� 15'-1" 22 16'-1" 38 `� 16'-0" 22 17'-T 39 1 o O 11'-4" 6' 10'-6' 18 E 11'-0" 36 J 10'-0" 18 E 10'-6" 35 J 11'-0" 18 E 11'-0" 36 J 14'-1" 20 E 14'-8" 39 K 15'1" 21 E 16'-1" 40 K 6' jwi m Do 0 r 10'-6" 20 11'-0" 36 10'-0" 20 10'-0" 35 11'-0" 21 11'-6" 36 14'-1" 22 14'-8" 3S 15'-4' 23 16'-1" 40 a u2 0 r 9,_8" 7' 9'-3" 18 E 9'-10" 36 J 9'-4" 19 E 9'-8" 36 J 10'-3" 19 E 10'-T 37 J 13'-2" 21 E 13'-T 40 K 14'-4' 21 E 14'-1 41 K 7' in 2 a 0 9'-0" 21 9'-10" 36 9'-4" 21 9'-8" 36 10'-3" 21 10'-7" 37 13'-2" 23 13'-7" 40 14'-4' 24 14'-10" 41 o Q Z 1 8._6" 8' 8'-08'-0" 121 E 8'_88' 336 8'-1 121 E 9'-1"g.-1" 337 J 9'-8" 122 E 10' 338 J 12'-02,-6" 224 E 12'-92.-g" 4�46,0 K 13'- 3'-T 224 E 14'-04.-0" 441 K 8, W 8" •� 8'-10 9.-8" 0'-0" J 7'-7" 9• T-0' 121 E 7'-9" 337 J 8'-6"8--6" 122 E 8'-7"8,-7" 337 9'-2" 222 E 9'-4' 338 K 11'-9 224 E 12' 4 41 K 12'-12'-10" �5 E 13� 442 K 9� o J '-6" -g" •� 9'-2" 9'�" , �-9" 12'-1' 13'-2" 6'-9" 10' 6' -9W 121 E _ 7' 336 •1 8'-1"8•-1" 222 E 8'-2"8,-2" 338 •� 8,-9" 223 E 8'-18'-10" 339 K 11'3* 22 225 E 11'-611'-6" 442 K 12'-;2,-3' 225 E 12'-6"2.-0" 443 K 10' O -g" T -W 8'-9" U-) 6'-2" 11' 6�-06'-3' 121 E 6,�6'�t" 337 •� 7'-8"7,-8" 223 E 7�-9"7,-9" 338 K 8'-4" 21 E 8'-0" 339 K 10'-9o�-g" 225 E 10'-10=10" 442 K 11'-9"��-9" 226 E 12'-012,-0" 443 K 11' f 8'-4" 8'-6" 5'-8" 12' S' -95,-g" 121 E 5'10"-5'-10" 337 `� T-4"7'-4" 223 E 7'-s"7'-6" 339 K 8'-1" 224 E 8�-2" 440 K 10' 226 E 10'-60�-0" 4 K 11'-11'-3" 226 F 11-611,-0" 4 K 12' a 8'-1" 8'-2" 10'-4" 43 o oZ N } ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID } MAX.COL. = oING _ MAXPOST �G, ING MIN. MAXPOST FTG. MIN. MAX.POST FTGPOST SPACING. MIN. MAXPOST FTG S(SPAN) MIN. MAX.POST FTG.MIN. FTGPACING. MIN. MAX.POST FTG MIN. MAXPOST FTG.MIN. MAXPOST FTG MIN. MAX.POST FTG. S(SPCAN) MIN. i = (1N') POST TYPE (IN.) TYPE (IN') TYPE POST (1N') SPACING (I"') POST rFREESTANDING (I"') POST SPACING (I"') POST SPACING (1N') POST SPACING (I"') POST TYPE (I"') TYPEa3 ON SSPACLAB * (SPAN) (SPAN) (SPAN) TYPE TYPE TYPE (SPAN) TYPE (SPAN) TYPE (SPAN) 13 -7 ". 5. 5 11'-3" 18 E 12'-0" 35 10'-9" 18 E 11'-6" 35 J 11'-9" 19 E- 35 J 15'-1" 20 E 16'-1" 38 `1 16'-6" 21 E 17'-T 39, K 5 11'-0" 21 12'-0" 35 10'-9" 21 11'-0" 35 11'-9" 21 35 15'-1" 23 16'-1" 3e 16'-6" 24 17'-7" 39 11-4 " 6 10'-6' 19 E 11'-0" 36 J 10'-0" 19 E 10'-6" 35 J 11'-0" 19 E 11'-6" 36 J 14'-1" 21 E 14'-8" 39 K 15'-4" 22 E 16'-1" 40 K 6 v o a wz N 10'-6" 22 11'-0" 36 10'-0" 21 10' 6" 35 11'-0" 22 11'-6" 36 14'-1" 24 14'-8" 39 15'-4" 25 16'-1" 40 $ F r 9,_8" 7' 9'-3• 19 E 9'-10" 36 J 9'-4" 19 E 9'-8" 36 J 10'-3" 20 E 10'-T 37 J 13'-2" 22 E 13'-T' 40 K 14'-4" 22 E 14'-1 41 K 7 W a LL m 9'-3" 22 9'-10" 36 9 4 22 " 9'-8" 36 10'-3" 23 10'-7" 37 13'-2" 25 13%7" 40 14'-4" 25 14'-10" 41 ' 8'_6" 8' 122 E 8'-8 $ 336 J 8'-1 223 E 9'-1 "9.-1" 337 •� 9'-8" 223 E 10'-0 338 J 12- 225 E 12' -g2, 40 K 13'-; 226 E 14'-04,-0" 441 K 81 8'-0" _8" 8'-10 9'-8" 0'-0" ---8 12'-6" -g" 3.-T J 7'-�" 9' T 122 E T -97-g" 337 J 8'-6"8--0" 223 E 8'-7"8'-7" 337 •, g'-2" 224 E 9'-4" 338 K 11'-9"�,-g" 226 E 12'-12,-1' 441 K 12'-12'-10" 227 E 13'- 442 K 9' J T-6" 9'-2" g-4" 3'-2" 6'-9" 10. 6'-96,_g. 122 E _ 7' 336 J 8'-1"8.-1" 224 E 8'-2"8,-2" 338 8' 9"8'-9" 224 E 8'-18'-10" 33g K 11'-;"1,_3" 226 E 11'-01.6" 442 K 12'-12.-3" 227 E 12'-6 2'-6" 443 K 10' 7'-0" •� m CD O 6'-2" 11' 6'-3" 20 E 6'-4" " 37 J T-8' 21 E 7'-9" 38 K 8'-4" 22 E 8'-6" 39 K 10'-9" 23 E 10'-1 42 K 11'-9" 24 E 12'-0" 43 K 11' LL 6'-0' 22 6'-4 37 7'-8" 24 7'-9" 38 8 -4" 25 8' 6" 39 10'-9" 27 10'-10" 42 11'-9" 28 12'-0" 43 . 019 12' 5'-9' 20 E 5'-10" 37 1 T-4" 21 E 7'-6" 39 K 8'-1" 22 E 8'-2" 40 K 10'-4" 24 E 10'-6" 43 K 11'-3" 24 F 11'-6' 44 K 12 a z t S'-9' 22 5'-10" 37 `� 7' 4" 7' 6" 39 8'-1" 25 8'-2" 40 10'x" 27 10'-6" 43 11'-3" 28 11'-6" 44 w�� uJ a. ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID DING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID uJ 70 2 i g MAX.COL. Q= O_ MAXPOST FTG. SPACING(SPAN) MIN. MAXPOST FTG SPACING MIN. POST MAX.POST FTG MIN. POST MAX.POST FTG. S(SPAIN) MIN. MAX.POST FTGOST MIN. FTGING. MIN. MAX.POST FIG.MIN. MAXPOST FTG MIN. MAX POST FTG. MIN.FT7" ST FTG. MIN. -c jo USac d aJ Q a = 3 (w') TYPE (I"') TYPE PCING (IN.) AN) TYPE (IN.} PTYPE SPACING. a"') (IN') r12'-6" POST S(SPAN) oh') (IN.) SPACING (IN.) TYPEOST ) (IN.) POST Y? o ON SLINGAB * (SPAN) (SPOST (SPAN) TYPEPOST TYPE TYPE (SPAN) TYPE AN) TYPE a m a 13-7 " 5 11'-3" 19 E 12'-0" 35 J 10'-9" 19 E 11'-6" 35 J 11'-9" 20 E- 35 J 15'-1" 21 E 16'-1" 38 16'-6" 22 E'-3' 39 K 5 11'-3" 22 11'-9" 35 10'-9" 22 11'-3" 34 11'-9" 23 35 15'-1" 24 15'-9" 38 `, 16'-0" 25 39 11'-1" 6' 10'-6' , 223 E 11'-0 O, 336 J 10'-0 223 E 10'-6"0,-3" 335 J 11'-0 223 E 11'-6"1'-3" 336 J 14'-14.-1" 225 E 14'i4'-0" 3 K 15' 226 E 16'-115'-9" 440 K 6' M 6" -g" 0'-0" 1-0" 39 15'-4" ?Q W .. r 9.-8" 7• 9'-39.-3� 223 E 9'-19"-7" 336 9'-4" 20 223 E 9'-8"9'-T 336 J 10'- 10'-3" 224 E 10'-710' 337 J 13'- �3'-2" 226 E 13'- T 4 K 14'-4"14'x' 227 E 14'-14'-8" 440 K 7' 3 W c `� 6" 4" 39 W - 8'3 2 E 8 J 8'-1 2 E 9 33 - E9 3 2 48• 2 13' E3 K o o 8' - 0K -7�8 418.-6" $"8'_323 J 7'_7" 9' 7'-07'-0' 224 E T-97'-6" 336 J 8'-6"8,-6" 225 E 8' -TB. 337 J 9'-2" 225 E 9'-4" 338 K 11'-9"1.-9" 227 E 12'-11'-10" 441 K 12'-12.10" 228 E 13'-213-0" 442 �( 91 J -0" 9'-2" 9'-3" 6-9 " 10 6'-9" 21 E 7'-0" 36 `� 8'-1" 22 E 8'-2" 38 `�8'-9" 23 E S'-10" 39 K 11'-3" 24 E 11'-0' 42 K 12'-3" 25 E 12'-6" 43 K 10 ,� o 6�_g• 24 6'-9' 36 8'-1" 25 8'-1" 38 26 8'-9" 39 11'-3" 28 11' -3" 41 12'-3" 29 12'-3" 42 0 co 6'-2" 11' 6'-3" " 21 E 6'-4" 37 `) T-8' 22 E 7'-9" 38 K8'-4" F8-423 E 8'-6" 39 K 10'-9" 25 E 10'-1 42 K 11'-9" 26 E 12'-0" 43 11 lit 6 -3 24 6'-2" 36 7'-8" 26 7'-8" 38 26 8'-4" 39 10'-9" 28 10'-9" 42 11'-9" 29 11'-9" 43 = 5'-8" 12' S'-98'-9' 224 E 5' 15'-8" 336 `� T-4- 23 226 E 7'-0"7' 39g K - 227 E 8'-2" 440 K 10'110��" 229 E 10'-60�-3. 442 K 11'-;"��-0" 230 F 11'-6"1'-3" 43 K 12' vv 4" 8'-1" 8.-1" .3 x 17 PMO PATIO COVER 1145-13 2.dwg, 1128/2013 1:43:14 AM, 11 x 17 ATTACHED & FREESTANDING LATTICE COVERS - 10# LIVE LOAD -110, 120,130 MPH - EXP. B & C 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM Z � DBL. 3"x8"x0.042" BEAM W/ 14 GA. STL. INSERT_ W/ DBL. 14 GA. STL. INSERT a ALUM. ALLOY 3004-H3 OR EQUAL ASTM GRADE 50 K ALUM. ALLOY 3004-H3 OR EQUAL z a ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID } w MAX.COL. F =)Q 'a j O_ m I A a v m MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. SPACING MAX.POST FTG. SPACING MIN. POST MAX.POST FTG. SPACING MIN. POST = SPACING 3 SPACING LIN.) POST SPACING POST (IN.) TYPE SPACING (IN.) POST TYPE POST (IN.) TYPE (IN') TYPE (SPAN) (1N') TYPE � 3 a ^ ON SLAB * (SPAN) TYPE (SPAN) (SPAN) (SPAN) (SPAN) to U L.L , " 13 -7 . 5 19'-3" 21 C' 19'-3" 31 H 18'-4" 21 C 18'-4" 31 H 25'-1 " 23 E 25'-1 " 34 J ' 5 � < Q Z 21 9'-3" 33 J 18'-4" 21 18'-4" 33 J 5'-10" 23 25'-10" 36 J � O O 11'-4" 6' 17'-T 22 C, 17'-T 31 H 16'-9" 21 C, 16'-9' 30 H 23'-8' 2 E 23'-8" 33 6' J w 17'-7" 22 7'-T 33 J 16'-9" 21 16'-9" 32 I 23'-8" 24 23'-8" 35 `� a t " 9'-8- 7 16'-3" 22 C 16'-3" 30 H 15'-7" 22 C 15'-T 30 H 22'-0" 24 E 22'-0" 33 J 7 z 0 16'-3" 22 6'-0" 32 1 15'-T 22 15'-T 32 I 2 -T 24 22'-0" 35 0 8,_6" 8' 15'-3"15'-3" 223 E 15'-3"5-0" 331 H 14'- 14'- 222 E 14'- 331 H 20'-20'-7" 225 E 20'-2 ,-T 344 J 8, w 1 14'- J 7._7„ 9' 14'-4" 23 E 14'-4"4��" 332 ( 13'-9"3,-9" 223 E 13'-9 3�-9" 331 H 19'119'-4" 225 E 19'�"9��" 344 J 9' 8 14'-4" 23 _I 10, 13'-83'-8" 224 E 13'-8"3�-0" 332 I 13'-113'-1" 223 E 13'-113,-1" 332 I 18'118'-4" 226 E 18'-4 335 J 10' O6'-9" 8'-4" !� 6'-2" 11' 13'-13,-1" 224 E 13'-1"3'-1" 332 J 12'-G2' 224 E 12'-6' 32 332 I 17'-1T-7" 226 E 17'-17,-7" 335 J 11' 6" 12' 112'-6"'-6" 224 E 12'-6" '-6" 333 J 12'-0 224 E 12'-0"2'-0" 332 .� 16'-9 6'-9" 227 E 16'-9" 335 J 12' a 2'-0" .9" "o o� 0 " � O Z � ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID >= a MAX.POST FTG MIN. MIN, MAX.POST FTGING MAX.POST FTG.MIN. MAX.POST FTGING. MIN. MAX -POST FTG SPACING MIN. POST MAX.POST FTGPOST SPACING. MIN. MAX.COL. 0 =)!2 O SPACING SPA= (i"') POST SPACING. (1N') SPACING (IN') POST (IN') (IN') TYPE (1N') TYPE 1p 3: ON SLAB * cPOST (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE (SPPOST AN) TYPE (SPAN) (SPAN) " 13'-7- 5 19'-3 21 C' 19'-3" 33 J 18'-4" 21 C' 18'-4" 33 `, 25'-1 23 E 25'-1 36 J 5' 8'-10 21 9 =3" 35 18'-4" 21 18'-4" 35 5'-10" 23 25'-10" 38 K 11'-4" 6' 22 17'-17'-3" C 17'-7"7,-T 3234 I 16'-9 2121 C 116'-9"6,-9" 334 I 23' 8. 224 E 23' 337 J 6 w z w. N 21 J 6,-9" J 23'-0" 23'-8" r 9'-8" 7 16'-3" 22 E 16'-3" 32 1 15'-7" 22 C' 15'-T 31 H 22'-0" 24 E 22'-0" 34 J 7 : r W W `` m 16'-0" 22 6'-3" 34 J 15'-7" 22 15'-T 33 J 22'-0" 24 22'-0" 36 g LL 8'-6" 8' 15'-3" 23 E 15'-3" 31 H 14'-T 22 E 14'-T 31 !::ji2:- 0'-T 25 E 20'-T 34 J , 8 15'-0" 23 15'-3" 33 J 14'- 22 14'-7 3320'-7" 25 20'-T 36 —� 7-7 " 1 9 14'-0" 23 E 14'-4" 32 1 13'-9" 23 E 13'-9' 31 H 19'-4" 25 E 19'-4" 34 9' J 14'-1" 23 4'-4" 33 J 13'-9" 23 13'-9° 32 I 19'-4" 25 19'-4" 35 `� 1q 10, 13'-83�" 223 E 13'-8"3,-8" 332 13'-113.-1" 223 E 13'-113.-1" 332 I 18' 226 E 18'-4"8'1}" 335 J 10, C6'-9" 18'1}" m r 6-2 " 11 13'-1" 24 E 13'-1" 32 J 12'-6" 24 E 12'-6" 32 I 1 T -T 26 E 17'-7" 35 J 11 a D 12'-9" 24 3'-1"-:::3r2 12'-6" 24 12'-6" 32 1T-7" 26 17'-7" 35 o m " 5'-8- 12 12'-6" 24 E 12'-6" 33 J 12'-0" 24 E 12'-0' 32 `j 16'-9" 27 E 16'-9" 35 J 12 ¢ z W � 12'-3" 24 2'-6" 33 12'-0" 24 12'-0" 32 16'-9" 27 16'-9" 35 ¢- W V < }:31v14" OW Q LL >_ ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID }Q' Ulm O z MAX.POST F.G MIN. MAX.POST FTG.MIN. MAX.POST FTG.MIN. MAX.POST FTG MIN. MAX -POST FTGING SPACING. MIN. POST MAX.POST FTG SPACING MIN.SPA MAX.COL. j o j p_ 0DKC.. O ¢ e MG I SPACING (IN') POST SPACING (IN') POST SPACING (IN') POST POST (IN') (IN') TYPE (IN') TYPE 3 a o ON SCING LAB * (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE (SPCAN) TYPE (SPAN) (SPAN) W ;= �c " 13'-7" 5' 19'-3" 21 C 19'-3" 35 J 18' 4" 21'.:_Ci 18'-4" 31 J 25'-1 �" 23 E 25'-1 38 J 5, C 19-3" 21 9'-3" 37 18'-4" 1 18'1;" 33 25-10" 23 25'-10" 40 O 11,x" 6, 17'-7" 22 C 17'-7" 34 J 16'-9" 21 C 16'-9" 30 J 23'-8" 24 E 23'-8" 37 J 6' z M 17'-7" 22 7'-7" 36 16'-9" 21 16'-9" 32 23'-8" 24 23' 8" 39 w � z 7' 16'-3" 22 C 16'-3" 33 J 15'-T 22 C 15'-7" 30 `, 22'-0" 24 E 22'-0" 36 J 7' > � o z - W 16'-3" 22 6'-3" 35 15'-7" 22 15'-7" 32 22'-0" 24 22'-0" 38 ' 8'-6" 8' 15'-3" 23 E 15'-3" 33 J 14'-T 22 E 14'-T 31 1 20'-T 25 E 20'-T 35 J 81 H 6 a v 0 0 W � 15'-3" 23 15'-3" 35 14'-7 22 14'- 31 J 20'-7" 25 20'-T 38 "--� 7 -7 " 9 14'-4" 23 E 14'-4" 32 I 13'-9" 23 E 13'-9" 31 I 19'-4" 25 E 19'-4" 35 J 9 J 14'-4" 23 4'-4" 34 J 13'-9" 23 13'-9" 31 J 19'x" 25 19' 4" 37 6 -9 " 10 13'-8" 24 E 13'-8" 32 I 13'-1" 23 E 13'-1" 32 1 18'x• 26 E 18'-4" 35 J 10 ,� o O 13'-8" 24 3'-8" 34 J 13'-1" 23 13'-1" 32 J 18'11" 26 18'x" 37 g; 'r 6'-2" 11, 13'-1"3.-1" 224 E 13'-1"3.-1" 333 J 12'-6"2'-6" 224 E 12'-612'-0" 332 I 17' 226 E 17'-17,-T 336 J 11' J T -T 5'-8" 12' 12'-6"2'-6" 224 E 12'-6 2,-6" 33 12' 0"2,-0" 24 E 12'-012�-0" 332 J 16'-9 6�-9" 2 27 E 16'- 336 J 12' v� 33 .� 16,-9" 1110.411 0.14' RJ TYP. 0.048' TYR D 3" SQ. STEEL BEAM ASTM A653 GRADE 40 BEAM TYPES 0.037 x3.s TYP. I--z.o• �z.o•---I G DBL.2"x6.5"x0.032" ALUM. ALLOY 3004-H36 OR EQUAL I DBL. M 3"x8"x0.042" BEA ALUM. ALLOY 3004-x-136 OR EQUAL FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED COVERS _--,nIIRALUMWMO 019519-12-13VAPMO PATIO COVER 11-15-13 2.dwg, 11/28!2013 1:4559 AM, 11 x 17 7 8.0' 0.04r Trp. H 3"x8"x0.042" BEAM ALUM. ALLOY 3004-H36 OR EQUAL s 3"x8"x0.042" BEAM W/ 14 GA. STL. INSERT ASTM GRADE 50 14 GA. ASTM GRADE 50 .047 TYP. DBL. 3"x8"x0.042" BEAM L W/ DBL. 14 GA. STL. INSERT ALUM. ALLOY 3W4 -H36 OR EQUAL ATTACHED & FREESTANDING LATTICE COVERS - 20# LIVE LOAD - 110, 120,130 MPH - EXP. B & C 3" SQ. STEEL BEAM DBL. 2"x6.5"x0.032" 3"x8"x0.042" BEAM G ALUM. ALLOY 3004-H36 n ALUM. ALLOY 3004 H36 ATTACHED SOLID I FREESTANDING SOLID ASTM A653 GRADE 40 OR EQUAL OR EQUAL J MAX.COL. o - ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID MIN. MAXPA POST FfG MIN. MAX•POST FrG MIN. POSTMIN. S pC NG POST SP CNG FTG. POST SPACIMAX.NG SAC NG FTG.dG F SPACING (SPAN) (1N•) MAX.COL. 7 o j p_ JZ ING3 03 (PANG (IN.) POST TYPE SPACING (SPAN) (IN') TYPE 8" 03r F (IN.) OR 8POST' (IN.) TYPEFOR BL . F z�6.5'xo 037 BEAM ON SLAB * rxe SR'xD0 BEAM BEAM Ca 13'-7" 5' 6'-6" 15 B 6'-6" 25 F 11'-0" 11'-4" B „ 13 -7 5 6'-6" 15 B 6'-6" 25 F 11'-0" 11'-4" B 19 11'-0" 11'-4" 29 6'-6" 27 , 5 21 11'-0" 11'x" 29 _ 6--6" 15 o 6'-6" 25 „ 11-4 11'-0' 11'-4" 6'-1' 15 21 11'-0" 11'-4" 30 6'-1' 25 F 10'-1" 10'-6" O 11,x„ 6, 6'-1" 15 B 6'-1„ 225 F 10'-110,-1.10'-610--6" C 28 121 10'-110•-1.10'-6;0'-6" G 6- 22 10'-1" 10'-0" 29 6,-1. W 6'-1" 9'_8„ T 5'-9" 16 30 5'-9" 26 F '-4" 9'-0' r 9,_8„ �, 5'-9" 16 B 5'-9" 26 F '-4" 9'-0" C 20 9'-4" 9'-0" " 28 G 71 22 9'-4" 9'-0" 30 5'-9' 16 5'-9" 26 „ 8'-6- 9'�" 9'_0 5'-T 16 22 9'-4" 9'-0 29 5'-7" 27 G 8'-9" 8'-0" C' 8'-6" $' 5'-7' 16 B 5'-7" 27 t 8'-9' 8'-0" C 20 8'-9' " 8'-0" 28 G 8' 23 8'-9" 8'-0" 30 5'-T 16,5 �- " 7 27 7,_7„ 8'-9" 8 -0" " 17 22 8'-9 8'-0" 29 5'-4" 27 G 8'-3' 7'-1" J 7-7 - 9 5'-4" 17 B 5'-4" 27 H 8'-3". 7'-1" C 21 8'-3" T-1" 29 G 9' J 23 8'-3" 7'-1" 31 5'-4" 17 5'-4" 27 8'-3" 7'-1" 10 23 8'-3' 7'-1" 29 B 5'-2" 28 G 7'-10' 6'�" 6'-9" 10, 5'-2" 1 B 5'-2" 228 �"� 7'-17'-10" 6'-4" C 223 7,-17'-10 6'�" ' - 229 G 10' O 24 T-10" 31 5,-2" 17 5'-2" O 6'-4" -4" 6' -4 CD N 6'-2" 11' S'-0" 17 B 5'-0" 28 G N 6'-2" 11' S'-0' 1 B 5'-0" 229 �"' T-6'7,-6" 5' 10' E 0. 223 7,-6"7'-6" 5-15'-10. 229 G 11' 7'-6' 5'-10" 24 7'-6" 5'-10" 31 S'-0" 17 5'-0" „ 51-8" 12 4'-10" 18 B 4'-10" 29 G T-2" 5'-4" E 12' 188 E B 4,-14'-10" 229 �-i 7'-2"7.-2' S'-4" E 223 7, 2"7'-2" 5'-4" 229 G 12' 7'-2" 5'-4 24 7'-2" 5'-4 32 4'-10" c", ,� 5'-4" 5'-4" ATTACHED SOLID I FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID J MAX.COL. o - j o = MAX.POST FTG. MIN. MAX•POST FTG MIN. SP CNG SPACIPOST NGT FTG. MIN. MAX POST MAX.POST SPACING SPACING_ �G MIN. 2 INGm F SPACING (SPAN) (1N•) POST TYPE SPACING POST (SPAN) (1"') TYPE FOR DBL FOR 8' (IN.) POST TYPE eo3r FORIL 3W(IN.) POST TYPE m ON SSPACLAe * z�6.5'xo 037 BEAM rxs sxoFOR Ca 13'-7" 5' 6'-6" 15 B 6'-6" 25 F 11'-0" 11'-4" B 19 11'-0" 11'-4" 29 G 5' GPo 6'-6" 15 6'-6" 27 11'-0" 11'-4" 21 11'-0" 11'x" 29 o „ 11-4 , 6 6'-1' 15 B 6'-1' 25 F 10'-1" 10'-6" 20 10'-1" 10'-6" 29 , 6 8 o o z X11 ZQ N 6'-1" 15 6'-1' 26 10'-1" 10'-6" 22 10'-1" 10'-0" 29 W r 9'_8„ T 5'-9" 16 B 5'-9" 26 F '-4" 9'-0' C' 20 '••4" 9'-0' 30 G T wm- `-'UP 5 a ¢ m 5'-9" 16 5'-9" 27 G 9'�" 9'-0" 22 9'-4" 9'-0" 30 „ 8'-6- 8 5'-T 16 B 5'-7" 27 G 8'-9" 8'-0" C' 21 8'-9" 8'-0" 30 G 8 5'-7" 16 5'-7" 28 8'-9" 8'-0" 23 8'-9" 8'-0" 30 J 7,_7„ 9' " 17 B 5'-4" 27 G 8'-3' 7'-1" C 21 8'-3". T-1" 31 G 9' J 5'-4" 17 k5' 5'-4" 29 8'-3" T-1" 23 8'-3" 7'-1" 31 e n,10' 6'-9- 10 " 17 B 5'-2" 28 G 7'-10' 6'�" C' 22 7'-1 6'-4" 31 N E 5'-2" 17 5'-2" 30 T-10" 6'-4" 24 T-10" 31 m m O N 6'-2" 11' S'-0" 17 B 5'-0" 28 G 7'-6" 5'-10' E 22 7' 6" 5'-10" 31 G _ 5'-0" 17 5'-0" 30 H 7'-6' 5'-10" 24 7'-6" 5'-10" 31 „ 51-8" 12 4'-10" 18 B 4'-10" 29 G T-2" 5'-4" E 22 7'-2" 5'-4" 32 G 12 ¢ z W 4'-10" 18 4'-10" 31 H 7'-2" 5'-4 24 7'-2" 5'-4 32 c", ,� zno: u - ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID } O m z C. MAX.POST FTGING. MIN. MIN. MAX.POST FTGPOST SPACING SP SPACINGPOST FTG. MIN. MAX -POST G SPACMAXP S FTG. MIN. MAX COL. =)a _ j o_ U:'t2 O 2 cING (SPAN TYPECIN.) TY E SPACIN. (SPAN) (IN.) 'TYPE FBEAM " (IN.j FBEAM OST" (IN.) TYPE OST TYPE m a o m ONSSPACLAB* z'xssxDBL 0.o3r z�Fe°s,oeo3i- a 13'-7-5 6'-6" 15 B 6'-6" 26 F 11'-0" 11'-4" B 20 11'-0' 11'-4' 30 H , 5 6'-6" 15 6'-6" 28 G 11'-0" 11'-4" 22 11'-0" 1 V-4" 30 ru O 11'-4" 6' 6'-1" 15 B 6'-1" 26 F 10'-1" 10'-6" C' 21 10'-1" 10'-6' 31 H 6 :Yi 6'-1" 15 6'-1" 27 G 10'-1" 10'-6" 23 10'-1' 10'-0' 31 W w Y 5'-9" 16 5'-9' 27 F 1-4" 9'-0" r 22 )'-0" 9'-0" 31 ' - o o 5'-9" 16 5 -9' 28 G 9'-4" 9'-0" 23 9'-4" 9'-0" 31 ; ,;; �_. „ 8 -6 8 5'-7" 16 B 5'-7" 28 G 8'-9" 8'-0' C 22 8'-9" 8'-0' 32 :3 8 a LL. Dom o 5'-7" 16 5'-7" 29 8'-9" 8'-0" 24 8'-9" 8'-0' —, 7'-7n 9' 5'-4" 17 B 5'-4" 28 G 8'-3". 7'-1" E 23 8'-3". 7'-1" 33 J 9' 5'-4" 17 5'-4^ 30 H 8'-3" 7'-1" 24 8'-3" T-1' 33 _j n 10 5'-2" 17 B 5'-2" 29 G 7'-10" 6'-4" E 23 7'-1 6'-4" 33 10, ,� o C6'-9- 5'-2" 17 5'-2" 31 H T-10' 6'-4" 25 7'-10" 6'-4" 33 `� °; N 6'-2" 11' B 5'-0' 30 H T-6" 5'-10" E 23 7'-6" 5'-10" 33 J 11' W P&A--4n--: 5'-0" 32 I 7'-6" 5'-10" 25 7'-6" 5'-10" 33 = 5'-8" 12' C 4%10_"-,,n■ 31"H T-2"��_�^ J'-4" E 5'-4" 4 T-2"�� J 12' rR I ��" 93 �^ ��"