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BPAT2015-0040t p� LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: B License No.: 988835 Date: —Q-0 ontrad OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair . any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (� I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ( ) I am exempt under Sec. . B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Lender's Address: (760)413-4078 LIc. No.: 988835 . WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 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 insurance carrier and policy number are: Carrier:— Policy Number: _ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Dater• 1� �U KApplican, 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 Building Official for a permit subject to the conditions and restrictions set forth on this application.. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, .each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any actor omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above- mentioned property for inspection purposes. Date :,)Signature (Applicant or Age44�f Q�i78-495 44" VOICE (760) 777-7125 CALLE TAMPICO 0 D FAX (760) 777-7011 QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 7%9/2015 Application Number: SPAT2015-0040 Owner: C) EZD Property Address: 78400 CLARKE CT CT JAIME ROJAS z APN: 643240016 78400 CLARKE CT n Application Description: ROJAS RESIDENCE PATIO COVER 200 SF LA QUINTA, CA 92253 r Property Zoning: o n r Application Valuation: $3,500.00 m; �rn -D = O Applicant: Contractor: 3 r L31 L D R CONSTRUCTION SERVICES L D R CONSTRUCTION SERVICES P O BOX 242 P 0 BOX 242 ? �J LA QUINTA, CA 92247 LA QUINTA, CA 92247 p� LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: B License No.: 988835 Date: —Q-0 ontrad OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair . any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (� I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ( ) I am exempt under Sec. . B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Lender's Address: (760)413-4078 LIc. No.: 988835 . WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 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 insurance carrier and policy number are: Carrier:— Policy Number: _ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Dater• 1� �U KApplican, 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 Building Official for a permit subject to the conditions and restrictions set forth on this application.. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, .each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any actor omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above- mentioned property for inspection purposes. Date :,)Signature (Applicant or Age44�f .'>#' , ''t•Z.�€" ihi�i.a vt:«4' �''e Z:' �4. '. . c+c"e ix u_ .:> ID'S£e3E ''3'�r R�i ,:.�— }'. ` 1' i d' 3ACCOUNT gQTIf AMOUNTS �PAID4 Vsu--,.:`'. ,,DESCRIPTION a55y?? r PAID=DATE; ...< .,t 5, f;...'? ?er'.€1c� �fs;r`s ,. 4 i u.: �; �' �;.. "�":: sa ... ,..< ;'�hi:.,;,s;; a•.�a? Y :�=h:>F„�";;uxs, ,r..:, ,.aE�L _ .<a�.uk�` a&' w'�".,a;.�ih<F- fi''�'�. BSAS:SB1473 FEE 10170000-20306 0•11' , $1.00'. $0.00 kf ez,a<M.K:.,wz'S"ra ,<:. PAIUBY.�MET,HOD �a��RECEIPT gm "' .sx.c'',°!3tiar"E;`,•>a ; :.y`-,"''E &�'- S' -ern x ti.£xs `t-,!.' #r�„�HECK # dam, CLTD46Y, Total Paid forBUILDINGSTANDARDS ADMINISTRATION BSA $1.00 $0.00 ' F.'f ,. .frX . F;'f:W.Y 2`'.-,� < ', � DESCRIPTION ; °,.A. ..'x<kY�fz�. e"a''�✓yl,pY4�iE?ie+7.:.tS h ..y:{�r* e ��ACCOUNT I £ -e.Y i. QTY •yY:.; 3''-�K.i.°.•h* v F_i:<*x�<'T�. , AMOUNT E, pgiR' `eft PAID¢ :' "5 re ''Ti,:� DATE: �5 hf'.;a: _.::, .m.tis`'..Y..od.•�°.':. ,.<riG.lr:L..<3..i�.,v w.-.: 5: iY£� .<'�K.acG�Svk.�...4n.,�i��'rm , t.%kz�ve....<3ffi: £-. 3.£i.• '_'t`;.,,.s:S3tiC.S.�.4'•, S.,d.3.-'- ;a�{:�x"'.,..n.i:$R`z'X'F2'.i€.Xn�,C.tii'!YR n;PAID S.Ev F"'�s:..:..., i DEVICES, FIRST 20 101-0000-42403. 0 $24:17 $0.00 ."n%':',",-...;m% e •:'i'` �... `ff7,_`>"n"..°`Re''",h" n s, 'PA,I,DBY=r ` '� - , ,- -'E _ ..METHOD.. �:' t:`. _ -„ "t ,"11 - , ta` s''E,8,kk8' RECEIPT{#� " °CHECKS#fig ;-,e_ 6-,!,r v`s'3'+a7`,'.' LTD BY { ,s't•,"` , .'tg rsy„r'F.:"r'-r-"!n''',�;xs+-3�c•� Vy,p-,. �a�a'F`�i. + DESCRIPTION ��;s'. 'w° �:•.� :_53yy�� s'�;?sY.€r`<�" �.£ra�-.;€ �,i �� � ACCOUNT `" �:m€n�'`= zi"A�£t� QTY W�n:..k7�. �pAMOUNT � T.'£"•�m�§'i �''> PAID fPAID3,DATEt % '<:���'.:,,.'si Y: 3r r© > r,-. s:..E .:si Vis: i¢E;::'aa%?` ze'r4 <„;3^ „i`. X,..• c:s.:rr•a a*_iFo- zS?�: u;:, ..: Cx .,:.�s:st' . s�.E�"%:r".i c4:3't�:'"ry�-.� ::I.9fcvu�cin,'§� .' y�` �' `.-, .k�'a3'i&g^.A i '00,:^,a�'hi�reill�.�Ws�?'s: DEVICES, FIRST 20 PC '101-0000-42600 0 ` $24.17 $0.00 7 vi07 P. $`-5 * 4eS'� y .'�., car'' 3 PAIDBY�n, ' .gY�+T . �F$� �i� .� E tr»+ ��� ., g ��� xe w . , aefzC 'y+ .,�. �t�v. vS' xCs RECEIPT y pp AE' e +�F'S'."i ?GZGS # � CLTD�BY �r ar? s ” "' ' M s M # CHECK W. x : �r� .a + _ „£.h'._;<>g '"r't'z : F "� " , ., tiDESCRIP,TIUN y`.:. z—mgm,".�,�' "t 't'':h's,IEE .� 4t ; �. ACCOUNT ' sa�'8'St' QTY�AMOUNT � ,.ss� 9y"=` PAID,{ DATE' PAID'DATf` �'^>.:sws?:.�tib , 1«i�.pYe.4. A-.i h .,PAI ..t•I OTHER. ELECTRICAL EQUIPMENT 101-0000=42403 - 0 .. , $24.17 > $0.00 g ME CHECK #CLTD BY ,uMETMOD :M. ; ,��EET# ge a S WIN ;a w- g1'r mr 3''E g 7 Y'-.N"',F ACCOUNT s £" T , QTY'AMOUNT :£ Er . Y, .s - ,_-, r° k`iyt. „ <'W{ : hC�ks'•' C� �`.. i3i;`" i "-•h,�'N:: t#b ; kPAID DATE; �DESCRIPTIOIV gEPAID OTHER ELECTRICAL'EQUIPMENT'PC 101-0000.42600 0 '$24:17 $0.00 g4X��p r€"� BY��4 ����METHOD�RECEIPT#� �. ..� r k ys sus CIiECKF#CLTD sr , cs BY ��PAID a^ »..... � 15.;te .w �.. 1 #,"5'F: ,,.i..,.� h _ W, - ..is.:_.d .�.�gs.- .a- s;"k��r_ �:-;...tw�.� .. ..x s;.e..w, _ ��E�.$ �..�E_;wn..E.,� o,,. Total Paid for ELECTRICAL: , ' $96:68, , '.:'x-�,-Fs.'--?e`.� y..:Rg DESCRIPTIONS �, �.,'�s-.:17;:'_ ..g i (. 6 ',}d .. "� �*&%i A QTLY 3 P° . T4-,-Ew,+`�gf:''•'y°5'�'"lt AMOUNT.' $ PAID�A� PAIDEDATE? ,�gCCOGNT �.�3 �r�`F"$".,g.�e.�X",.,Gaak?:�F. i`€G, 'F+.'£?•,w�?`V'....'-, 5.'<."i::..i K.:;�-k. _.�k".`s§$t'�''A4�`�x�.v`,ZL..E..,R�ux%�m4.%4.�..7."✓,a?s,,,siigf ,"�,di,V.Yt i<r#x?�fPE:<5:. PATIO COVER; STD, OPEN :, 101=0000,42404,:•' 0.., $97%17 "' $0.00 i, '� r PAID BY � 10`. IMP i-F£' -' MPH— � `a C: 1i,' .ave b.<� ZF,, tW ( , OD �5}� T f-.i �:s,u '�M F f ._ g � RECEIPT # 5�$.W ^••i^ CHECK #- i. u:r CL`TD BY7 �� "�' �i4't.`'�'. '31s:." =METI "i:ta:S"dit�-.a15�:?a ',r.-A .� �3�&s�s' Yx ..�#n'iCn�r•.F'tn s•,.=� i%a<Rs- .r£_....`^ra:�9frX'sa....a .>�i'E.,. ..-«?�''w a3•.':.. .0.a' d<. "arc �' fes•' `sk . � -�'. .c.:.e i _�F:.v v'x. k' :4 T`"5gi. ; -ex �! " DESCRIPTIONr, ;•`y. "rig :k ' .., ,'= ` ,x.» 2' _a.'. .a`= e ACCOUNTS *--Em. d _ vd t' 's`4il�a '$df'""C-'°,�E` AMOUNT g !� :tii 'Tei P' . i`•�"`r„ %'S, wr`i, '%. �c PAID 4iR E'/+'. I- PAID.DATE �, . :,.� :. .:5 .w•-"s-.h%a:4..:r. _ - . PATIO COVER, STD, OPEN.PC 101-0000-02600 0 $95172 $0.00 '. rNIETHODrRECEIPT�CHECK?# OR ,• XCLTD r BY Total Paid forPATIQCOVER /COVERED PORCH / LATTICE $192.89 $0.00' '.,, 'Yw,,'.� s.'•n •ax3';«'sxi>'�$- .. '��.£ h� : �DES6RIP710N t ;sn a'�ta::�=3�'':: ;- ;:'- - QTY AMOUNT PAID DATE .<MI . gra Ear r .., tui., � ._.� r �Al- r"ngCGOUNT - r m:AMf � SMI - RESIDENTIAL 101-0000=20308 ". 0:$0.50; $0.00 MWg•.�' e "' g g- �r+rc.m— -- n4'S{, g'. ��x' r;,�' }Y'_?�4 •PAIDgBY'.��METHOD :xx x4 le fNt'S{', yS:�a'Wwvrc?e� �,v"•,L°ta:EK�RK. e�K-:r? i<fik� ` � c�'''Vi'K �:''-� Ii�kP �l+S�u-#Y.✓`.;m 4 p: ,, ; •ate cire: RECEIPT#�� .��"rK� "'R.r�... !c-.:' ¢ yCHECK in,.Atisinei#a;c,+�s���,s: $ms ac,,.,s_,., .as'�,. ;__. _v..�, . - ';3w. ,o,,,,. � s .��' >y.ar' �4,,,a.�... -e,..Y..:, , ..�". `` .,L"3.�'�,.m� <.��I a Total Paid forSTRONG MOTION INSTRUMENTATION SMt •: $0.50­'$0.00 , .. Description: ROJAS RESIDENCE PATIO COVER 200 SF Type: PATIO COVER Subtype: Status: APPROVED Applied: 7/9/2015 MFA Approved: 7/9/2015 KKI Parcel No: 643240016 Site Address: 78400 CLARKE CT CT LA QUINTA,CA 92253 Subdivision: TR 31348 AMEND Block: Lot: 16 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $3,500.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 200SF TRELLIS PATIO COVER AT REAR YARD, 1 FAN [DURALUM]. 2013 CALIFORNIA BUILDING CODES. Printed: Thursday, July 09, 2015 2:12:37 PM . 1 of 3 SYSTEMS ADDITIONAL CHRONOLOGY TYPE STAFF NAME CHRONOLOGY ACTION DATE COMPLETION DATE NOTES NOTE MARY FASANO 7/9/2015 sent back 7/9/15 CONDITIONS CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT L D R CONSTRUCTION SERVICES P 0 BOX 242 LA QUINTA CA 92247 ( Printed: Thursday, July 09, 2015 2:12:37 PM . 1 of 3 SYSTEMS DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTO BY BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 Total Paid forBUILDING STANDARDS ADMINISTRATION $1.00 $0.00 BSA:' DEVICES, FIRST 20 101-0000-42403 0 $24.17 $0.00 DEVICES, FIRST 20 PC 101-0000-42600 0 $24.17 $0.00 OTHER ELECTRICAL 101-0000-42403 0 $24.17 $0.00 EQUIPMENT OTHER ELECTRICAL 101-0000-42600 0 $24.17 $0.00 EQUIPMENT PC Total Paid forELECTRICAL: $96.68. $0.00 PATIO COVER, STD, 101-0000-42404 0 $97.17 $0.00 OPEN PATIO COVER, STD, 101-0000-42600 0 $95.72 $0.00 OPEN PC Total Paid for PATIO COVER / COVERED PORCH / LATTICE $192.89 $0.00 SMI - RESIDENTIAL 101-0000-20308 0 $0.50 $0.00 Total Paid forSTRONG MOTION INSTRUMENTATION SMI $0.50 $0.00 TOTALS�Izbl;uv Wmu INSPECTIONS SEQID' INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES DATE DATE FINAL" BLD REVIEWS REVIEW TYPE [IREVVIEWERI. DATE SENT DATE DUE DATE RETURNED STATUS REMARKS NOTES - Printed: Thursday, July 09, 2015 2:12:37 PM 2 of 3 - SYS 7Eiv1S NON -STRUCTURAL -1 KIRK I 7/9/2015 I 7/9/2015I 7/9/2015 I APPROVED 1 WK KIRKLAND Printed: Thursday, July 09, 2015 2:12:37 PM 3 of 3 CJ SYSTEMS i�MEQWNi�.• tdA-iME i2A1k� / l84-00 Cu%-.R�07. I..,k v.,anl7A 9Z2�3 AIN: (04-3-2A -o -orb (�Nz CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE? 17 BY C,'ONTePKG7(K : -7(po -A-(:3>- 4-70B CA, ( rAgA � ) .�P�1�1�0.►�I Q Gi ?9QP0S-eb '• SOLID f ifLP 2.GJ° f:LrTfW00)> 9RXl>'B <- X Xl C�) to 0-) W%LeL s 3xAV wEAMS I �V RUA i vkON LTT 21:mac 10. of 9.) PL '{ L Estates at Point Happy Ranch ARCHITECTURAL VARIANCE REQUEST Avail Property Management 51350 Desert Club Dr. Suite 4, La Quinta, CA 92253 (760) 771-9546 760-771-1655 (fax) service(a)Availhoa.com PLEASE ALLOW A MINIMUM OF THIRTY DAYS FOR APPROVAL DATE_ (1j (p j LA- L O 15 LOT NUMBER \ t� HOMEOWNER NAME(S) A) ikT—z- R..()JptS PROPERTY ADDRESS: MAILING ADDRESS:UA^9,� EMAIL ADDRESS: PHONE NUMBER: PROPOSED CHANGED (Detail explanation) 'Ta 'Ak 1taiS L_ n G a= i C OLD _ CkC) 1Z C5'� �v L ,' t-\ 4 CT, C, ci- C -C> V,2) Tt\ c. S "j11 e cs�) VENDOR NAME/CONTACT/LICENSE WPHONE NUMBER: LIML C6211AS1RUC--T1W SL�.v1 GL -3 bmm- g 1a0-- 4-15`4-70B CA I/We understand the following: 1. All necessary City permits will be obtained prior to starting work and the cost of the permits, the responsibility for obtaining the permits and subsequent inspections will be bome by the applicant. 2. No materials will be stored in the street at anytime. All materials are to be stored on a protective barrier on homeowner property. 3. All debris must be cleaned from the front yard on a daily basis. 4. Any dirt/debris left in the street must be removed and/or swept up and washed clean at the end of each wort: day. 5. The site must be left in a safe and secure manner at the end of each work day. 6. The homeowner will be responsible for any damage to the common areas caused by the contractor during construction. 7. Homeowners are responsible for notifying all appropriate utility companies and properly marking the `dig' areas. 8. No equipment or construction vehicles will be left overnight in the street or visible to the street 9. Consumption of alcoholic beverages, controlled substances or illegal drugs is strictly prohibited and is cause of immediate removal from the property. 10. All dirt areas not landscaped or otherwise prepared must be treated with an agent to prevent blowing dust and/or sand. /We acknowledge that all approved changes in the original design will be at our expense, that any damage to or relocation of existing sprinkler systems, underground utilities, building structure, exterior landscaping or any other damage resulting from implementation of these permitted improvements will be at the applicants expense. 11. Work must begin within 45 days from application approval and completed within 90 days of approval. Additional time frames must be requested to the Board 12. It is the applicant's responsibility to advise any subsequent owner of the modifications and any subsequent maintenance responsibility. _ 13. That should any of a ab ve not be follo violation fine may be o coming. Signature of all owner — _ Date Via s k% ZQ1 S Date — Date ARCHITECTURAL COMMITTEE REVIEW Approved X Denied Date 7/8/15 Conditions for approval or reasons for denial: Your architectural request has been approved as submitted by the architectural committee via email. Signatures Ste�7l'1.aA ,t.Pi SWeAI&Cad, and Bin # City of La Quinta t� Building 8T Safety Division tJ P.O. Box 1504, 78-495 Calle Tampico / (� La Quinta, CA 92253 - (760) 777-7012. Building Permit Application and Tracking Sheet Permit # l Project Address: ' C wwzy—& C-�i-v Owner's Name: 1Tk1 S A. P. Number: �j �j — Q' Address: -q L Legal DescriptionT4�3) 34$ tq-( 'H City, ST, Zip: L ,Q , 2253 Contractor: cs T eIe & Address:' S'-) R�oDC 2 2 Project Description: X- 101 N-kkM JtJ tA,M City, ST, Zip: -57A, C/s 9 1 R -P -T110 COQ . Telephone -1)45 -�33 State Lic. # : �JI8 B 8 3 S City Lie. Arch., Engr., Designer: Address:- ddressrCity., City.,ST, Zip: �"T Std '• ©1 1 3 SS Telephone:h one: State Lie. cY: Can tru tion Type: Occupancy: tYPe �circle one)• aw Add'n Alter Repair Demo Name of Contact Per 'M�-rk Sq. Ft.: # Stories: # Units: Telephone # of Cong Person: - 7j —+ -{o Estimated Value of Project: E5 iro APPLICANT: DO NO WRITE BELOW THIS LINE N Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cates. Reviewed, ready for corrections Plan Check Deposit Truss Cates. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2pd'Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '"' Reyiew, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees 1 0 2 e 3 0 4 0 5 0 6 0 7 0 8 Lq ' A o B o C o D o E o F o G o H o I 0 J10 CN BEAM TYPES FOR ATTACHED &FREESTANDING SOLID COVERS ATTACHED PSFLIVE LOAD S110,1D20,�1�300MPH C EXPRB & C 1,52' A 6.5" ROLLFORM 61' 1, 9' 6. ' 2. 7' 0,73' 038' ' te SPLICE WRERE occu I I I II 3.31 0.075' 0.075' II TYP. I I SPLICE WHERE occuRs 4.0' 0,070' TYP, Exra saucE OCCURS 4, ' 0,065' 2.(41 I TYP. L — — — — � ASTM A653 35 GRADE 50 G60-\ 3, ' 032' ALUM, _ = O r r MAX.COL. SPACING ON )S(LAB } = I- m It. ATTACHED SOL/D FREESTAND/NG SOLID >- X F m o r 3 cc MAX POST FTG. SPACING ( IN.) (SPAN) (1) MIN. POST TYPE MAX.POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE 13 -7" 5' 11'-9" 18 11'-9" 20 B 11'-9" 26 1V-4- ' 4" 28 G 51 , 6 11'x" 6 10'-9" 18 10'-9" 21 B 10'-9" 26 10'-4" 27 G 7, 19 -0- 21 B 10'-0" 26 9'-8" 27 G 7- 8'-6" 8' g'-4" 19 9-4" 22 B 9'�{" 26 9-1 26 G 8' 6.5" ROLLFORM A ALUM. ALLOY 6063-T6 3.0' MAG BEAM B ALUM. ALLOY 6063-T6 3,0' 4" I -BEAM C' ALUM. ALLOY 6063-T6 ,00' 4.5" MAG GUTTER D ALUM. ALLOY 6063-T6 3" SQ.x0.032" ALUM. BEAM W/ 12 GA. STL. "U" CHANNEL E ASTM A653 SS GRADE 50 G60 J ''/^� vI � Q 7'-7' 9' 8'-10" 20 $'-10" 22 B 8'-10" 27 $'-7" 26 G 9' 6'-9" 10' -!--6" -6„ 20 23 B 8'-6" 27 G 10' I 6'-2" 11' $�-1�� 21 8'-1" 23 C 8'-1" 27 7'-9" 28 G 11' 14 OF 50 SHEETS 7'-8" 24 7'-$1 2 C 7'-8 7'-6" 228 G 12' SPLICE T-0.126' WHERE ALLOY OCCURS 606176 6.6 6' 7. 0,110' 0,042' TYP. TYP, TYP. TYP. I Ll Ll ,, 1,75' K•O,�MAX�'0�� �'O��MAX.�'0�� I 0, 7" I -BEAM DBL. 2"x6.5"x0.042" DBL. 2"x6.5"x0.032" 3"x8"x0.042" BEAM F I ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-1-136 K ALUM. ALLOY 3004 H36 ALUM. ALLOY OR EQUAL OR EQUAL OR EQUAL 6063-T6 � � N I SPACING ON SLAB (2).(3) mm: � o 6D F ATTACHED SOLID FREESTANDING SOLID a = j p m IX MAX•POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE MAX.POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE 13'-7" 5 ' 11'-9" 1--2 11'-7" 21 B 11'-9" 28 0'-10" 29 G 5 6 10'-9" 19 10'-7" 22 B 10'-9" 27 10'-0" 28 G 6' 9'-$" 7 1 �'_0" 2o 9'-10' 22 p B l0'-0" 27 9'-3" 28 G %' 8,_6„ 8' 9'-4" 20 9'-2" 23 B 9'�" 26 8'-8" 27 G 8, W/ (1) "C" INSERT G ALUM. ALLA LOY 5. 6063-r6 W/ 2 "C" INSERTS I..I a=,2�oR ALUM. ALLOY 6063-r6 a1�R ASTM NOTE: 8,01 7.8 5' ASTM �� E50 8.0' A653 SS WHERE'C' SPLICE OCCURS AS SHOWN IN GRADE so 4, FULL LENGTH OF THE T I -BEAM. TYP. P, SPAN TABLES, IT SHALL BE INSTALLED THE 0,042' Dfio L!Y2 J i/� rrLL^^ v J � O r 7,_7„ 9' 8'-10" 21 8'-8" 23 B 8'-10" 27 8'-2" 28 G 9 6'-9" 10 8,_6n 21 8'-3" 24 B 8'-6" 27 7'-9" 28 G 10' 6'-2" 11' $,-1" 21 T-10' 24 B 8'-1" 27 T-6" 29 G 11' 5'-8" 12' 7'-$„ 22 7'-7" 25 C 7'-8" 28 7'-2" 30 G 12' 625' _ 4,0' } ATTACHED SOLID FREESTANDING SOLD } 0 =---F—---I---3,0'—I .875' F--3.0'�MAX.�3,0'---I � MAX. DBL. 3"x8"x0.042" BEAM 3"x8"x0.042" BEAM DBL. 3"x8x0.042" BEAM ��/ 14 GA. STL. INSERT W/ DBL. 14 GA. STL. INSERT = � MAX.COL. SPACING DNS LAB NsLA6 (2).(3) � :3'0'- � � � m � MAX,POST FTG. SPACING (IN.) (SPAN) (sPAN) (1) MIN. POST TYPE TYPE MAX.POST FTG. SPACING (IN.) (SPAN) (1) (SPAN) (1) MIN. POST TYPE TYPE 13'-7" 5' 11'-9" 20 11'-2" 22 g 11'-7" 29 10'-6" 30 G 51 � ALUM. ALLOY 3004-H36 ISI ASTM A653 GRADE 50 G60 � AST,M A653 GRADE 50 G60 OR EQUAL O 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM FOOTNOTE: "SAMPLE" N W/ 12 GA. STL. INSERT W/ DBL. 12 GA. STL. INSERT FIGURE INDICATES ASTM A653 GRADE 50 G60 P ASTM A653 GRADE 50 G60 EXPOSURE B NOTE: WHERE 12 AND 14 GA STEEL INSERTS FIGURE INDICATES OCCUR AS SHOWN IN THE SPAN TABLES, NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS EXPOSURE C THEY SHALL BE INSTALLED THE FULL LENGTH SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED M r— I � 11'-4" 6 10'-9" 20 10'-2" 23 B 10'-7" 28 9'-7" 30 G 6' 91_$11 7 10'-0" 21 23 "' v , 7 $ -6, � 8 9'-4" 21 $'-1 O" 24 "' jB'-3 T63 "' , 8 WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. OF THE 3"xe' BEAM. THE FULL LENGTH OF THE 3"x6• BEAM. FOOTNOTES TO ALL SPAN TABLES: !. 1. FOOTING SHOWN REPRESENTS LENGTH OF 2. THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE 3. THE SLAB SHALL BE A MINIMUM 10'-0"WIDE BY THE EACH SIDE AND DEPTH OF CUBED FOOTING, SEE SHEET 10. THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN MAXIMUM COLUMN SPACING MEASURED AT THE COLUMN WHERE SLAB OCCURS, CUBED FOOTING SIZE OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED AND SHALL NOT CONTAIN ANY CRACKING FOR 25 & 30 psf. MAY BE REDUCED BY 6" FOR FREESTANDING ONLY. BEAM. WHERE 2 PSF INSULATED ROOF PANELS THE DISTANCE FROM COLUMN TO SLAB EDGE SHALL BE n T-7° 9 22 8' a" 2a B G 9' 6'-9" , 10 8'-6" 22 $'-0" 25 � "7 V , 1 � [E2.,:: 11' 8'-1' 23 7'-7" 25 B C 7'-10" 29 7'-2" 31 G 11' ,23 12 25 C 7'-7" 29 OCCUR AT 10 & 20 psf INSTALLATIONS, SEE TABLE 1, SHEET 47 FOR 9 1/4" MINIMUM. MAXIMUM COLUMN SPACING ON EXISITNG SLAB. 2 - It! co ao r-cp CV M 0 U Z � W Q�x U) LL W E W W M � � :00 Q co U ) ai rn FESS IC}ygl �9 S5885 � 1 OF CAI�F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL Yea r�. REVISIONS ,nnRrz 047E DEscRa•noN 4 STEL JOB # 157011-1 DATE 31312015 DRAWN BY MAP CHECKED DKR BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS SH -14 14 OF 50 SHEETS 6'-9" 31 � 1 OF CAI�F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL Yea r�. REVISIONS ,nnRrz 047E DEscRa•noN 4 STEL JOB # 157011-1 DATE 31312015 DRAWN BY MAP CHECKED DKR BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS SH -14 14 OF 50 SHEETS ,_ ]� •] � A o B o C o D o E o F o G o H o 1 o HOW TO DETERMINE TRIBUTARY WIDTH TO WALL HANGERS, LEDGERS AND SUPPORTING BEAMS TRIBUTARY WIDTH TABLE IM NP - NOT PERMITTED - SITE SPECIFIC ENGINEERING REQUIRED PROJECTION CLEAR SPAN O.H. TRIBUTARY TRIBUTARY= h I WIDTH 1 1/2 SPAN +0.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN FAN BEAM FAN BEAM (19'-0" MAX SPAN) 21 FAN BEAM AN BEAM J HEADER z CEILING FAN AND/ OR LIGHT FIXTURE ( MAX. 30 lbs.) 7 w :3� A� T=.075 TYP. FAN BEAM ALUM. ALLOY 6063-T6 #14 x 3 1/2" S.D.S. SCREW AT BEAM ATTACHMENT AT HEADER 2 1,/2' #12 S.D.S. SCREW AT HANGER CHANNEL ATTACHMENT AT HANGER CHANNEL Ll 2clq ti Wcc) o6 W 07 04 M OZUv a, U) w W W M M o C am Z 00 Q M rn Q�FESS Igyyl S 5885 OF CA0 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCROMON 4 STEL JOB # 15-1071-1 DATE 3!3/2015 DRAWN BY MAP CHECKED DKR HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS SH - 13 13 OF 50 SHEETS CLEAR SPAN (FT.) Q.H. 6 7 8 9 10 11 12 13 14 1 15 16 17 18 1 19 20 1 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' S 6 1 6 7 1 7 8 8 9 9 10 10 11 11 12 12 NP 3' _ 7 7 8 8 9 9 10 10 11 11 12 12 NP NP NP 4' _ - _ 9 9 10 10 11 1 11 12 12 1 NP NP NP NP NP 5' _ _ _ _ _ 11 11 12 1 12 1 NP I NP I NP NP NP NP NP IM NP - NOT PERMITTED - SITE SPECIFIC ENGINEERING REQUIRED PROJECTION CLEAR SPAN O.H. TRIBUTARY TRIBUTARY= h I WIDTH 1 1/2 SPAN +0.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN FAN BEAM FAN BEAM (19'-0" MAX SPAN) 21 FAN BEAM AN BEAM J HEADER z CEILING FAN AND/ OR LIGHT FIXTURE ( MAX. 30 lbs.) 7 w :3� A� T=.075 TYP. FAN BEAM ALUM. ALLOY 6063-T6 #14 x 3 1/2" S.D.S. SCREW AT BEAM ATTACHMENT AT HEADER 2 1,/2' #12 S.D.S. SCREW AT HANGER CHANNEL ATTACHMENT AT HANGER CHANNEL Ll 2clq ti Wcc) o6 W 07 04 M OZUv a, U) w W W M M o C am Z 00 Q M rn Q�FESS Igyyl S 5885 OF CA0 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCROMON 4 STEL JOB # 15-1071-1 DATE 3!3/2015 DRAWN BY MAP CHECKED DKR HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS SH - 13 13 OF 50 SHEETS 0 2 0 3 0 4 5 0 6 7 0 8 A - 0 8 o C o D o E e F 1 LATERAL FORCE RESISTING SYSTEM (LFRS) FOR ATTACHED COVERS � 3 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 7' 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 1 5 5 I 6 12' 4 5 5 6 5 7 13' 4 5 5 6 1 6 7 a= ED .2"X6.5"X0.042" SIDE PLATES 110 MPH 120 MPH 130 MPH EXP. BI EXP. C EXP. B EXP. C EXP. B EXP. C 5' 2 2 2 2 2 3 6' 2 2 2 3 3 3 7' 2 3 3 3 3 4 8' 2 3 3 4 3 4 9' 3 3 3 4 4 5 10' 3 4 1 4 4 4 5 11' 3 4 4 5 5 6 12' 3 4 4 5 5 5 13' 4 5 4 6i. 5 7 NOTE: 1. MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS AS SHOWN ON SHEET 7. SEE SHEET 7 FOR POST TYPES. R❑L INSULATED TERL❑CKINC WALL VGER C14 ' /BEAM SPLICE TO ,)BEAM DIRECTLY OVER 5/8" 0 PLASTIC POST. NOT PERMITTED PLUG WHERE 6 SCREWS @ 2 -POST UNITS SCREW IS INSIDE PER SIDE 5. I 5^ #14 SMS MAY BE USE AS I i 3.5" 3.5" ALTERNATE TO 1/4.0 BOLTS 3.5" 8" BEAM 5 I .5" MORA I SEE NOTES BELOW I I 6 1/2" SIDEPLATE EA. SIDE SEE POST SCHED. #14 SMS EA. SIDE TOP, MID HEIGHT AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES POST SCHEDULE 3" SQ. x.032"+ (2)-2" x 6 1/2"x 0 - 032" 3" SQ. x .032" + (2)-2" x 6 1/2"x 0.042" 1❑ W/ (6)-#14 S.M.S. EACH SIDE.❑2 W/ (8)-#14 S.M.S. EACH SIDE. USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING. BEAM TO POST CONNECTION 21 ALTERNATE FOR SOLID -ROOFED ATTACHED COVERS WHERE MINIMUM NUMBER OF REQUIRED COLUMNS (SHOWN AT LEFT) ARE NOT SPECIFIED ROOF PLAN FASTENERS, #14 SMS 8 32' D.C. :ET 4 V 4 MIN. PER F" " ROLL -FORMED #14 SMS 2 32' D.C. MAX. DR IRP (4 MIN. PER PANEL INTERLOCK) SEE SHEET 4 OLL-FORMED PANEL 10 ROOF HANGER 20 INTERLOCKING SEAM OLL-FORMED PANEL P ALUMINUM SKINS— `IRP TOP 8. BOTT. 0.024' � INSULATED ROOF PANEL IKITr-PI nr'VlAlr InIMT ti W (D W U N oo o0Ld� uU)w- UJI 41 W LLu M M M U c). Z 00 CQ M Nr Cn FESS 1(�( S 5885 1 OF CAL 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS MARK DATE DESCRIPTION 4 STEL JOB # 15-1071.1 DATE 31312015 DRAWN BY MAP CHECKED DKR LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS SH -11 11 OF 50 SHEETS COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMNS :.1 = 3m 6 ALUM. ALLOY 3.00" OR 6063-T6 2.40" 1.375" 0 K 0 75" 7 0 1.60" 1.50 .090" TYP. INSTALL 1y" x 1Y2" x YB" HDG ° WASHER PLATE AT ANCHORS FOR 130 MPH NOTE: CONCRETE SLAB ANCHORS SHALL BE Ys' DIAMETER SIMPSON STRONG -BOLT 2 SS e (ICC -ES ESR -3037) ALUM "T" BRACKET n q 7/16"0 HOI FOR 3/8" IV ASTM A500 GRADE B INSTALL 1Y2" x 1Y2" x V HDG WASHER PLATE AT ANCHORS .1 57: TYP-_ USE FOR WOR 4" STEEL POSTS q 2- 5/16"0 NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1. STEEL "T" BRACKET (3y3/4"O B, FOR POST TYPE F, G, H, I, 3" OR 4" SQ. INSERT >" x 0.188" ASTM A500 GRADE B STEEL (4)- SS316 3/4.0 STRONG -BOLT 2 SS STEEL PER ICC -ES ESR -3037 (4 3/4" EMBEDMENT DEPTH) INSERT TO TABLE 1 TABLE 2 2 1/8" APART POST - BASE FLARES ATTACHED ONLY ATTACHED AND 9" SQ. X 5/8" THK. - `-' SIDE OF FLANGES STEEL POST ONLY: 'T"BRACKET @3"SQ.POST ' FOOTING & ANCHOR BOLTS FREESTANDING 1-7/16.0 HOLE t USE POST TYPE W/ (4)-#14 SMS EA. SIDE OF POST OR 1/2" M.B. THROUGH POST ALUM."T"BRACKET USE WITH WELDED STEEL BASE PLATE 1 Q ALTERNATE FTG. I ' F, G, H, 1, J OR K POST POST POST TYPE B,C,D, OR E. STEEL."r BRACKET OR 9" SQ. 1/2 DEPTH OF 1 I I I SINGLE POSTS FOOTING SIZE BOLTS EMBED. CUBE SIZE SQ. 18' DEEP • CUBE FTG. 18" 18" SQ. 12• tr-22"CUBEo t () (2}3/8.0 17/8 20" 21" SQ. 12" (2}3/8'0 STRONG -BOLT 2 SS EA. BRACKET TO SLAB. 9 1/2" MINIMUM DISTANCE TO I EDGE OF SLAB. 33" MINIMUM DISTANCE FROM SLAB CRACK TO COLUMN. (1%" MIN. EMBEDMENT) SLAB SHALL BE IN GOOD CONDITION BASE PLATE USE WITH POST TYPE B,C,D,E,F,G,H,J OR K. SEE TABLE 1 4 DE TH d a POURED CONCRETE FOOTING SEE TABLES FOOTING OR 12" MIN. BD. _I (1}1/2"OM.B. x9" LONG, 1" FROM END OF POST ' j 1 ' �•: I Imm {: 1 I i'r I : i I ;7 ' :' ::; : ' N?°;;•. �• �'.•',;�. RUJ m Q ~ W Z U) Q W W p m Z 23' & 24' CUBED (1) (2}112'0 3114* 22" 25" SQ. 16' 24" 28" SQ. 20" 25^ - 30^CUBED (2) (a}trr0 3 ila 26", 32" SQ. 23 31^ -34" CUBED (2) (4}5/8.0 4• 28" 35" SQ. 25" 30" 39• SQ. 28" 35"-39"CUBED(2) (4}314.0 4314" 32" 43* SQ. 30" 34" 47" SQ. 32' 40"-4YCUBED (2) (4}314.0 4314• 36' 51•SQ. 34 NOTE: BOLTS SHALL BE SIMPSON STRONG -BOLT 2 SS (ICC -ES ESR - 3037) 1) MAY USE EITHER STEEL T BRACKET OR ALTERNATE FREESTANDING BASE PLATE 38" 55" SQ. 37" FOR SIZE 3 1/2" MIN. SEE FOOTING QUARE IN BEAM SPAN TABLE I POURED CONCRETE FOOTING SQUARE, SEE FTG. SCHEDULE IN BEAM SPAN TABLES _ 40 60" SQ. 39" 42" 64• SQ. 41 44" 69"SQ• 43 EXISTING SLAB O ATTACHED COVERS ONLY $ POSTS TO CONC. FOOTING ATTACHED COVERS ONLY 2) REQUIRES USE OF ALTERNATE FREESTANDING BASEPLATE. SQUARE POST EMBED. O INTO FOOTING •CUBEFOOTINGWl312'SLAB :.1 = 3m 6 ALUM. ALLOY 3.00" OR 6063-T6 2.40" 1.375" 0 K 0 75" 7 0 1.60" 1.50 .090" TYP. INSTALL 1y" x 1Y2" x YB" HDG ° WASHER PLATE AT ANCHORS FOR 130 MPH NOTE: CONCRETE SLAB ANCHORS SHALL BE Ys' DIAMETER SIMPSON STRONG -BOLT 2 SS e (ICC -ES ESR -3037) ALUM "T" BRACKET n q 7/16"0 HOI FOR 3/8" IV ASTM A500 GRADE B INSTALL 1Y2" x 1Y2" x V HDG WASHER PLATE AT ANCHORS .1 57: TYP-_ USE FOR WOR 4" STEEL POSTS q 2- 5/16"0 NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1. STEEL "T" BRACKET (3y3/4"O B, FOR POST TYPE F, G, H, I, 3" OR 4" SQ. INSERT >" x 0.188" ASTM A500 GRADE B STEEL (4)- SS316 3/4.0 STRONG -BOLT 2 SS STEEL PER ICC -ES ESR -3037 (4 3/4" EMBEDMENT DEPTH) Ll ti W CO o6 w r? Z U rn m QW 2 U) 2!: w uj w CD U a' z 0 M cn CID Nr CID Q�i:ESS ICyyyl S5 85 OF CAL 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK I DATE DESCRPTIDN 4 STEL JOB # 15-1071-1 DATE 313/2015 DRAWN BY MAP CHECKED DKR COLUMN I POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS SH - 10 10 OF 50 SHEETS INSERT TO 2 FLANGES BASE PLATE 3/16- 2 1/8" APART POST - BASE FLARES INSERT TO 3"WIDE EA. 9" SQ. X 5/8" THK. - `-' SIDE OF FLANGES THK. BASE PLATE FOR 3" POST, (ASTM A500 GRADE B STEEL) 4" WIDE FOR 4" POST 1 X. 6Y2" 1 X. 1-7/16.0 HOLE & 2-3/8" HOLES TYP. EA. SIDE WELDED STEEL BASE PLATE 1 Q ALTERNATE FREESTANDING BASE PLATE ANCHOR Ll ti W CO o6 w r? Z U rn m QW 2 U) 2!: w uj w CD U a' z 0 M cn CID Nr CID Q�i:ESS ICyyyl S5 85 OF CAL 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK I DATE DESCRPTIDN 4 STEL JOB # 15-1071-1 DATE 313/2015 DRAWN BY MAP CHECKED DKR COLUMN I POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS SH - 10 10 OF 50 SHEETS 1 0 2 0 3 0 4 0 5 u 1 ALUM. 3004-H36 1.5 " r- o.oa^ FASTENERS SHEET 8 SEE TABLE 3 u 1 u 1 D o F o HANGER CHANNELS AND MOUNTING BRACKETS 0 1 FASTENERS, 2,740" SEE TABLE 3, SHEET 4 FASTENERS, 078 SEE TABLE 3 SHEET 8 300' T=.060" to .63 IV 25'R p5 FASTENERS FASTENERS, SEE TABLE 3 SHEET 8 SEE SHEET 4 O J .20 S" A Q CONTINUOUS A- RAIL ROOF PANEL 3: (WHERE OCCURS) p U 1 T= - 6 1 1/2" OR 2"LATTICE ALTERNATE 1/2" BOLT CONNECTION 0 7 0 8 4 3"x 3'STL.P0ST (24") 0 INSERT ATTACHED OR 3"x 3'STL.POST COLUMN FOR FREESTANDING #8 S.M.S. DOUBLE RAFTER - PLAN 2 ALTERNATE: 4414 S.M.S. EACH RAFTER TO COL CONNECT. (8 -TOT.) I 1 4.5" Olk S" ALTERNATE: (2)-2x6.5" OR (2)-3"x8"HEAD (2) -1/2 -BOLT 2"x 6.5" SIDEPLATE DBL. RAFTER / DBL. HEADER CONN.4O #8 S.M.S. EACH SIDE r-- LATTICE 1 1/2" OR 2- 2"x6.5" OR 3"x8" RAFTER ALTERNATE: 1/2" BOLT ALTERNATE: (2} #14 S.M.S. EACH RAFTER TO COLUMN CONNECTION (4 -TOTAL) ALTERNATE: (2} 2x6.5" OR (2)F3"x8" HEADER ALTERNATE: 3"x3"x0.024" (1) -1/2" BOLT OR CONNECTOR (2} #14 S.M.S. EACH RAFTER STUB COLUMN TO DOUBLE HEADER CONN. ( EXISTING u c ALUMINUM MEMBER WITH WOOD FILL OR DBL. 3'X8'x0.042 BEAM NOMINAL LEDGER OR DHL. 2'x6,5'x0,032'/0,042' (NEW OR EXISTING) BEAM SEE NOTE, DETAIL B, SHEET 8 FASTNERS, SEE TABLE 3, I 1 SHEET 8 5/8' 0 ACCESS HOLES 3' SQ. POST INSTALL 6 - #14 ;TING fUCCO OR EQUAL /OOD STUD EXIST. STUCCO / LEDGER O ATTACHMENT DETAIL A 74 LONG SDS 2 EACH HEADER TO COLUMN (12 FASTENERS PER DOUBLE HEADER 7 COLUMN DETAIL Ll W co m oo ZU v Z o w <__jFP uU)ww UJI ILLI L11 Ch M M U 00 Z 000 U)M d' FESS IC}ygl o S588.5 1 OF CALF 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS Om DA>E DESC1WnOd 4 STEL JOB # 15.1071-1 DATE 31312015 DRAWN BY MAP CHECKED 00 HANGER CHANNELS AND MOUNTING BRACKETS SH -9 9 OF 50 SHEETS FASTENERS, w SEE SHEET 4 ALUMALLOY 1 — FASTENERS, 1.880" SEE TABLE 3, SHEET 4 75" ALUM.ALLOY 6063-T6 ALUM.ALLOY 6063-T6 ALUM.ALLOY so63-T66063-T6 OROHANGERED O EXTRUDED HANGER / CONNECTION OC I.R. HANGER 11 H1' BRACKET NOTE: THIS CONSTRUCTION IS LIMITED TO 30 psf MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIRED AT ROOF LOADS EXCEEDING 30 psf. (3) Y"0 LAG SCREWS 1 1/2^ 10# L.L.=(2)#14 SMS EA. SIDE 20#,25#,30# L.L =(3)#14 SMS EA. SIDE1BEAM SPLICE TO #14 SDS, 40#,50# L.L=(4)#14 SMS EA. SIDE 1/ OCCUR DIRECTLY OVER 5/8" 0 PLASTIC 3 PER SIDE I POST. NOT PERMITTED PLUG WHERE 1' 3/4' OR 1 1/2" @ 6 SCREWS I @ 2 -POST UNITS SCREW IS INSIDE J Q _ PER SIDE I I 2" x 6 1%2" OR 5" #14 SMS MAY BE USE AS O 5" MIN. 3"x 8" ALUM. 3.5" 3.5" ALTERNATE TO F- RAFTER 1/4"0 BOLTS _ 3.5" 3.5" 3"x8" ALUM.T//2. 3/4" OR 1 1/2" —-------- g" BEAM I v7 X 1, HEADERU-BRACKET .5" �1 OR �2 W TING WOOD STUD FRAMING SEE NOTES 3"x8" ALUM. UCCO BELOW I I 6 1/2" SIDEPLATE EA. 2 3f• (E) STUCCO RAFTER LAG SCREWS L.L=10 psf SIDE SEE POST SCHEID x-2" LAG SCREWS L.L.=20, 25 and 30 psf #14 SMS EA. SIDE PENETRATION BRACKET 2 EACH 5/8"0 x 3-1/2" LAG SCREWS L.L.=40 and 50 psf TOP, MID HEIGHT NOTE: LENGTH OF LAG SCREW SHALL PROVIDE (2" MIN. PENETRATION INTO EXISTING WOOD STUD) AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES THREADED PORTION OF SHANK COMPLETE NOTE: USE LEDGER WHERE RAFTER SPACING PENETRATION INTO EXISTING CORNER STUD. EXCEEDS EXISTING STUD SPACING. SEE TABLE 3 SHEET 8. SEE LATERAL FORCE RESISTING SYSTEM, SHEET 11 HEADER BRACKET 2 RAFTER TO STUD WALL CONNECTION 03 1 BEAM TO POST CONNECTION 08 6 1 1/2" OR 2"LATTICE ALTERNATE 1/2" BOLT CONNECTION 0 7 0 8 4 3"x 3'STL.P0ST (24") 0 INSERT ATTACHED OR 3"x 3'STL.POST COLUMN FOR FREESTANDING #8 S.M.S. DOUBLE RAFTER - PLAN 2 ALTERNATE: 4414 S.M.S. EACH RAFTER TO COL CONNECT. (8 -TOT.) I 1 4.5" Olk S" ALTERNATE: (2)-2x6.5" OR (2)-3"x8"HEAD (2) -1/2 -BOLT 2"x 6.5" SIDEPLATE DBL. RAFTER / DBL. HEADER CONN.4O #8 S.M.S. EACH SIDE r-- LATTICE 1 1/2" OR 2- 2"x6.5" OR 3"x8" RAFTER ALTERNATE: 1/2" BOLT ALTERNATE: (2} #14 S.M.S. EACH RAFTER TO COLUMN CONNECTION (4 -TOTAL) ALTERNATE: (2} 2x6.5" OR (2)F3"x8" HEADER ALTERNATE: 3"x3"x0.024" (1) -1/2" BOLT OR CONNECTOR (2} #14 S.M.S. EACH RAFTER STUB COLUMN TO DOUBLE HEADER CONN. ( EXISTING u c ALUMINUM MEMBER WITH WOOD FILL OR DBL. 3'X8'x0.042 BEAM NOMINAL LEDGER OR DHL. 2'x6,5'x0,032'/0,042' (NEW OR EXISTING) BEAM SEE NOTE, DETAIL B, SHEET 8 FASTNERS, SEE TABLE 3, I 1 SHEET 8 5/8' 0 ACCESS HOLES 3' SQ. POST INSTALL 6 - #14 ;TING fUCCO OR EQUAL /OOD STUD EXIST. STUCCO / LEDGER O ATTACHMENT DETAIL A 74 LONG SDS 2 EACH HEADER TO COLUMN (12 FASTENERS PER DOUBLE HEADER 7 COLUMN DETAIL Ll W co m oo ZU v Z o w <__jFP uU)ww UJI ILLI L11 Ch M M U 00 Z 000 U)M d' FESS IC}ygl o S588.5 1 OF CALF 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS Om DA>E DESC1WnOd 4 STEL JOB # 15.1071-1 DATE 31312015 DRAWN BY MAP CHECKED 00 HANGER CHANNELS AND MOUNTING BRACKETS SH -9 9 OF 50 SHEETS A o G o u o E o r o G EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS r I J TABLE 1 NOTE: WHERE COVER CONSTRUCTION INCLUDES DESIGN (E) WALL COVER t— 3/16" STEEL NOTET BRACKET CAN BE A34 FRAMING ANGLE DETAIL A OR B. SITE-SPECIFIC ENGINEERING IS LOADS OPENING PROJECTION H^ 0 1/4"0 HOLES,TYP. LOCATED ANYWHERE ON EAVE. SEE TABLE 2 FASTENERS, SEE TABLE 3 REQUIRED TO VERIFY ADEQUACY OF THE EXISTING STUD WALL FRAMING WHERE ONE OR MORE OF THE 10, 20 psf > 8' > 18' COVER LUSL 0 0 TYP. BRACKET NOTE: PROVIDE WATER PROTECTION, METAL FLASHING (A) - SIMPS❑N A34 FRAMING ANCHOR USING SD9112 SCREWS (B) - (2) SIMPS❑N A34 FRAMING ANCHORS, EACH SIDE, USING SD9112 SCREWS WITH 2x FULL DEPTH WOOD SCAB FULL LENGTH OF RAFTER TAIL FOLLOWING CONDITIONS OCCUR: 30, 40 & 50 psf > 6' > 14' AND EXPOSURE AT EVERY 2x CAUCK JOINTS AND SLOPE ' R.F. OR EXT. HANGER 120, C 130, B 130, C 10 8 o o TO DRAIN (OPTIONAL) CHANNEL, 2X OR 3X 2" x 4" FULL 26'-0" EXISTING EAVE ALLOWABLE PROJ. TO BEAM RAFTER BRACKET 25'4" LEDGER OR WALL HANGER OVERHANG SEE TABLE 1 26'-0" 26'-0" WITH FASTENERS (24" MAX.) 1�4" 2x6 OR 2x8 LEDGER 1-o m WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) PER TABLES 3 &j WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) 20 ALUM. PANEL 2X OR 2"x6" FULL OR 2"x8" NOTCHED EXIST. RAFTERS AT 26'-0" 2x WOOD STUD OR 26'-0" 26'-0" 3x ALUM. RAFTER EXIST. FASCIA BOARD Ir 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 24.O.C. AT ROOF OVERHANG/I(3)#14x31/2'W. 1' CONCRETE WALL 26'-0" RAFTER PROJ. EXISTING EAV 2X FULL DEPTH3,ALLOWABLE WOOD SCAB, 25 SATS48'SOC.S�QbNG-BOLT 2 6' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) TO BEAM TABLE 1 OVERHANG (24" MAX.) 26'-0" WHERE OCCURS,NOTES V 25-4- PLACE 'SIKA FLEX' OR SIMILARSEE NOTE: BRACKET MAY BE 7' (A) (A) (A) SEE TABLE2 (A) (A) (A) . (A) (A) (A) MATERIAL BETWEEN BRACKET AND (B) (B) (B) I 0 SIM SOC ST Ra G -BOLT 2 COMP. SHINGLE ROOFING TO PROVIDE MOUNTED BELOW RAFTER 26'-0" 26'-0" 26'-0" SEAL W/ SAME CONNECTION'S. EAVE CONNECTION 26'-0" WALL CONNECTION 2O L EXISTING ROOF OVERHANG DESIGN LOADS] 26'-0" NOTE: WALL LEDGER IS NOMINAL LUMBER SIZE 2"x6• (AT 2"xO3 'ALTERNATE EAVE CONNECTION C' RDL = 3 psf (MIN) TO 8 psf (MAX) RLL = 20, 25, MINIMUM RAFTERS), NOMINAL 2"x8" (AT 3"x8• MINIMUM RAFTERS) NOTE: THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS 30, 40, 6 50 psf (A) (A) (A) OR KILN -DRY WOOD -FILLED 2•x6 X" OR 3"x8" ALUMINUM SECTIONS. WITI I A 10 psf MAXIMUM DESIGN LOAD. 2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS (B) (B) J TABLE 1 TABLE 2 TYPE AND NUMBER OR RAFTER OF FASTENERS CONNECTED REQUIRED TO EXISTING ROOF AT ROOF PANEL OVERHANG TABLE 4 a,b ANCHORS INSTALLED INTO CONCRETE WALLS WITH 6 -INCH MIN.THICKNESS COVER LUSL EXISTINGMAXIMUM FRAMING MEMBER AT ROOF OVERHANG110, PROJECTION (A) - SIMPS❑N A34 FRAMING ANCHOR USING SD9112 SCREWS (B) - (2) SIMPS❑N A34 FRAMING ANCHORS, EACH SIDE, USING SD9112 SCREWS WITH 2x FULL DEPTH WOOD SCAB FULL LENGTH OF RAFTER TAIL COVER LUSL NUMBER AND TYPE OF FASTENERS WIND SPEED (MPH) AND EXPOSURE B 110, C 120, B 120, C 130, B 130, C 10 3¢' 0 SIMPSDN STRONG -HOLT 2 SS AT 48' D.C. (a,b) a= 10 PSF L.L. 20 PSF L.L. 25 PSF S:L: 30 PSF S.L. 40 PSF S.L. 50 PSF S.L. 10 2" x 4" FULL 26'-0" 26'-0" 26'4" 25'-2" 25'4" 20'-7" 2" x 6" NOTCHED 26'-0" 26'-0" 26'-0" 25'-7" 25' 4" 21'-2" 1-o m WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) 20 yr' SIMPSON STRONG -BOLT 2 SS AT 2"x6" FULL OR 2"x8" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" Ir 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 2"x8" FULL OR5' 2"x10"NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) 25 SATS48'SOC.S�QbNG-BOLT 2 6' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) 2" x 4" FULL 26'-0" 26'-0" 26'-0" 25'-2" 25-4- 20'-7" 7' (A) (A) (A) (A) (A) (A) (A) (A) (A) . (A) (A) (A) (A) (A) (A) (B) (B) (B) 30 0 SIM SOC ST Ra G -BOLT 2 2" x 6" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 8 (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) 2O 2"x6" FULL OR 2"x8" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 9' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) 40 Ya' 0 SIMPSDN STRONG -HOLT 2 SS AT 36' D.C. (a,b) 2"x8" FULL OR 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 10' (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) 2" x 4" FULL 26'-0" 26'-0" 26'-0" 25'-2" 25'-4" 20'-7" 11' (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) 50 q2. 0 SIMPSDN STRONG -BOLT 2 SS AT 24' D.C. (a,b) 2" x 6" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 12' (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) 255 2"x6" FULL OR 2"x8" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" TABLE 3 c TYPE AND NUMBER OF FASTENERS REQUIRED AT LEDGER AND ROOF PANEL RAIL TO FASCIA OR LEDGER TO EXISTING WOOD STUD WALL FRAMING FOOTNOTES TO TABLES 3 & 4: a, EMBED ANCHOR 3' MINIMUM INT❑ CONCRETE WALL AND INSTALL IN ACCORDANCE WITH ESR -3037 b, USE 3' S SHE STAINLESS STEEL WASHER WHEN INSTALLING NEW WOOD LEDGER AGAINST EXISTING CONCRETE WALL, c, WHERE ROOF PANEL RAIL OCCURS, USE Y2' DIAMETER SCREW IN LIEU OF (2) 1/4 DIAMETER LAG SCREWS, 2"x8" FULL OR 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 30 2"x 4" FULL 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" (C) — (2) Ya' DIAMETER LAG SCEWS (D) — %' DIAMETER LAG SCREW (E) — �'4 DIAMETER LAG SCREW 2" x 6" NOTCHED 10'-10" 10'-10" 10'-10" 9'-2" 9'-3" - 2"x6" FULL OR 2"x8" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" } 10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L. a 2"x8" FULL CH 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" jp WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED c 3 (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) 40 2" x 4" FULL 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" ~ 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 2" x 6" NOTCHED 15'-6" 15'-6" 15'-6" 15'-6" 15'-6" 15'-6" 2"x6" FULL OR19' 2"x8" NOTCHED 6" 19'-6" 19'-6" 19'-6" 19'-6" 19'-6" 5 (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) 6' (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) 2"x8" FULL ORLAG 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 7' (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) 50 2" x 4" FULL 8'-11" 8'-11" 8'-11" 8'-11" 8'-11" 8'-11" 2" x 6" NOTCHED 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 9' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) 2"x6" FULL OR 2"x8" NOTCHED 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" 10' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E) 11' (C) I(C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E) 2"x8" FULL OR 2"x10" NOTCHED 20'-9" 20'-9" 20'-9" 20'-9" 20'-9" 20'-9" 12' (C) (C) (C) (D) (D) I (D) (D) (D) (D) (D) (D) (D) I (E) (E) I (E) I (E) (E) (E) Ll cy) 2F1_1 clo— W CO OO W "jM cn '^ C3) V W QLu� (n LL, UJ Lu M o U rn �z o (Q C'7 (3) Q�pFESS Icl(� l $5885. of CA,�F�` 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE oesCRwioN 4 STEL JOB # 15.1071-1 DATE 302015 DRAWNBY MAP CHECKED DKR EXISTING EAVE CONNECTION DETAILS SH -8 8 OF 50 SHEETS A o B o L. o p o c o Y o G o H o 1 o J RAFTER SPANS FOR OPEN LATTICE STRUCTURES ' 110/120/130 MPH EXP. B & C i ,024' 6, .032' 6' ,032' , .042' 042' F—MAX. * 2"x6.5" RAFTER * DBL. 2"x6.5" RAFTERS ALUM. ALLOY 3004-H36 I ALUM. ALLOY 3004-1-136 OR OR EOUAL EQUAL FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED —a FIGURE INDICATES FREESTANDING Ll cv) 2 ti W o N 2 w a' "" Z O U W aL Lu �cow� W Lu co M W cy) LA Ma) U 0' r -Z00 Q M rn Q�fESS I(! o S5885 . OF Cpl0 03-03-15 DURALUM IAPMO 0195 .ASSUMPTION AHJ APPROVAL REVISIONS MAwc DATE DW-aPnD" 4 STEL JOB # 151071-1 DATE 302015 DRAWN BY MAP CHECKED DKR RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS SH -6 6 OF 50 SHEETS z LW a L,) Ino 2" X 6 1/2" RAFTERz W a cwi cnz0 DBL. 2" x 6 1/2" RAFTER LUSL ^7•, (IN) 110 MPH 120 MPH 130 MPH LUSL "T^ (�N) 110 MPH 120 MPH 130 MPH EXP. B I EXP.0 EXP. B EXP.0F EXP. B EXP.0 EXP B EXP.0 EXP. B EXP.0 EXP. B EXP.0 024 16" 9'-9" 3" 9'-9" 10'-3" 9'-9" 10'-3" 9'-9" 3" 9'-9" 10'-3" 9'-9" 10'-3" 024 16" 14'-8" 14'-6" 14'-8" 14'-6" 14'-8" 14'-6" 14'-8" 14'-0" 14'-8" 14'-6" 14'-8" 14' 6" 24" 7-6" T-6" 7'-6" 7'-6" 7'-6" 7'-6" 8'-6" 8'-6" 8'-6" 8'-0" 8'-6" 24" 11'-2" 11'-2" 11'-2" 11'-2" 11'-2" 11-10 11'-10 11'-10 11'-10 11'-10' 11'-2" 11'-10" .032 16" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" .032 16^' 18'-7" 18'x" 18'-7" 18'4" 18'-7" 18'-4" 18'-7" 18'14" 18'-7" 18'-4" 18'-7" 18'-4" 30 30 24„ 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" —10'-; 24" 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" 10'-8" 10'-8" 10 8" 10'x" 10'-8" 15'-1" 15'-1" 15'-1" 15 '-1" 15'-1" 15'-1" .042 16" 16'-0" 15'-9" 16'-0" 15'-9" 16'-0" 15'-9" 16'-0" 15'-9" 16'-0" 15'-9" 16'-0" 15'-9" ,042 16" 22'-7" 22'-2" 22'-7" 22'-2" 22'-7" 22'-2" 22'-7" 22'-2" 22'-7" 22'-2" 22'-7" 22'-2" 24" '-12'-3" 12'-3" 12'-3" 12'-3" 12'-3" [!�1-2��-1 24" 18'-6" 18'-6" 18'-6" 18'-0" 18'-6" 0 12'-10 12'-10' 12'-10' 12'-10' 12'-10' 18'-2" 18'-2" 18'-2" 18'-2" 18'-2" - f.024 16" 8'-0" 8'-0" 9'-1" 8'-0" 9'-1" 8'-0" 9'-1" 8'-0" 9'-1" 8'-0" 9'-1" 024 - r'• 16" 2'-10" 12' 8" 2'-10" 12'-8" 2'-10" 12' 8" 2'-10" 12' 8" r10" 2'-10" 12'-8" 24" 6'-2" 6'-2" 6'-2" 6'-2" 6'-2" 6'-2" T-2" 7'-2" T-2" 24" 9'-10" 9'-10" 9'-10" 9'-10" 10'-4" 10'-4" 10'11" 10'11" 10'-4" 9'-10" 104" .032 16" 10'-10" 11'-6" 10'-10" 11'-6" 10'-10" 11'-6" 10'-10" 11'-6" 10'-10" 11'-0" 10'-10" 11'-6" .032 16" 16'-4" 16'-1" 16'4" 16'-1" 16'x" 16'-1" 16'-4" 16'-1" 16'-4" 16'-1" 16'-4" 16'-1" 40 40 24" 8.'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 24" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 9'-4" 914" 9'-4" 9'-4" 9'-4" 9'-4" 13'-2"13'-2" 13'-2" 13'-2" 13'-2" 13'-2" 042 16" 13'-2" 13'-2" 13'-2" 13'-2" 13'-2" 13'-2" 042 6" 19'-9" 19'-4" 19'-9" 19'x" 19'-9" 19'x" 19'-9" 19'-4" 19'-9" 19'-4" 19'-9" 19'x" 24" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9" 11'-3" 11'-3" 11'-3" 11'-3" 24" 16'-2" 16'-2" 16'-2" 16'-2" 16'-2" 15'-10' 15'-10 15'-10 15'-10" 15-10' 16'-2" 15'-10" 024 16" 7'..3' 8 -2" T-3" 8'-2" 7'-3" 8'-2" 7'-3" 8'-2" T-3" 8'-2" T-3" 8'-2" 024 16" 10'-10" 10'-10" 10'-10" 10'-10" 10'-10" 10'-10" 24" 5'-2" 5'-2" 5'-2" T-2" 5'-2". 5'-2" 5,_g" 5'-9" 5'-9"-9" 24" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 9'11" 9'-4- 9'-4" 9'�" 9'-4" 8'-3" 9'-4- .032 16" 9'-9" 10'-3" 9'-9" 10'-3" 9'-9" 10'-3" 9'-9" 9'-9" 9'-9" 10'-3" .032 16" 14'-8" 14'-0" 14'-8" 14'-6" 14'-8" 14'-6" 14'-8" 14'-6" 14'-8" 14'-6" 14'-8" 14'-6" 50 50 24" T-0" T-0" T-0" T-0" 7'-0" T-0" 8'-4" 8'-4" 8'-4" 8'-4" 24" 11'-3" 11'-10" 11'-3"11'-3" 11'-10" 11'-10" 11'-3" 11'-10" 11'-3" 11'-10" 11'-3" 11'-10" 16" 11'-9" 12-6 11'-9" 12'-6" 11'-9" 12'-6" 11'-9" 12'-6" 11'-9" 12' 6" 11'-9" 12'-6" 042 16" 17'-9" 17'-6" 17'-9" 17'-6" 17'-9" 17'-6" 17'-9" 17'-6"24" -9"l.042 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 10'-2" 10'-2" 10-2" 10-2" 10'-2" 10'-2" 24" 13'-7" 13'-7" 13'-7" 13'-7" 14'-3" 14'-3" 14'-3" 14'-3" M17' i ,024' 6, .032' 6' ,032' , .042' 042' F—MAX. * 2"x6.5" RAFTER * DBL. 2"x6.5" RAFTERS ALUM. ALLOY 3004-H36 I ALUM. ALLOY 3004-1-136 OR OR EOUAL EQUAL FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED —a FIGURE INDICATES FREESTANDING Ll cv) 2 ti W o N 2 w a' "" Z O U W aL Lu �cow� W Lu co M W cy) LA Ma) U 0' r -Z00 Q M rn Q�fESS I(! o S5885 . OF Cpl0 03-03-15 DURALUM IAPMO 0195 .ASSUMPTION AHJ APPROVAL REVISIONS MAwc DATE DW-aPnD" 4 STEL JOB # 151071-1 DATE 302015 DRAWN BY MAP CHECKED DKR RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS SH -6 6 OF 50 SHEETS 1 2 0 3 0 4 0 5 0 6 e A O HEADER BEAM TYPES GUTTER�\ EXT. CLIP t I SPLICE WHERE - SPLICE OCCURS - WHERE SPLICE ,ice/�J' OCCURS WHERE )CCURs I I 4 , 0,075' 1 0651 3, TYP' TYP. I. I TYP. ., 6.5" ROLLFORM GUTTER FASCIA MAG BEAM A ALUM. ALLOY B ALUM. ALLOY 3004-H36 6063-T6 I-2.0 3.0' MAX, I DBL.2"x6.5"x0.042" ALUM. ALLOY 3004-H36 OR EQUAL J DBL.2"x6.5"x0.032" ALUM. ALLOY 3004-H36 OR EQUAL DBL. 3"x8"x0.042" BEAM O W/ DBL. 14 GA. STL. INSERT ALUM. ALLOY 3004-H36 OR EQUAL DBL. 3"x8"x0.042" BEAM P W/ DBL. 12 GA. STL. INSERT ALUM. ALLOY 3004-H36 OR EQUAL NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED THE FULL LENGTH OF THE 3"x8" BEAM. 4" I-BEAMr, 4.5" MAG GUTTER C ALUM. ALLOY L! ALUM. ALLOY 6063-T6 6063;T6 I ' II il!I 8,0' 0.042' _ TYP,` } - v T=12 GA. ASTM A653 SS GRADE 50 G60-\ 3,0' ,032' ALUM, 3" SQ.0.032" ALUM. BEAM W/ 12 GA. STL. "U" CHANNEL E TM A653 SS GR ASADE 50 G60 I _ 3"x8"0.042" BEAM 40.�` \ice M W/ 14 GA. STL. INSERT 3,0' MAX. 3 0' ASTM A653 GRADE 50 G60 3"x8"x0.042" BEAM DBL.3" x8"x0.042" BEAM 3"x8"x0.042" BEAM K ALUM. ALLOY 3004-H36 L ALUM. ALLOY 3004-H36 W/ 12 GA. STL. INSERT OR EQUAL OR EQUAL N ASTM A653 GRADE 50 G60 INSERT T=0.125' WHERE ALUM. )CCURS ALLOY 6063-T6 7 0,110' TYP. 7" I -BEAM ALUM. ALLOY 6063-T6 G W/ 1 "C" INSERT ALUM. ALLOY 6063-T6 H W/ 2 "C" INSERTS ALUM. ALLOY 6063-T6 NOTE: WHERE'C' INSERT OCCURS AS SHOWN IN SPAN TABLES, IT SHALL BE INSTALLED THE FULL LENGTH OF THE 7"I -BEAM. NOTE: EACH HEADER BEAM TOP AND BOTTOM FLANGES SHALL BE CUT AT EACH INTERIOR COLUMN WHERE 3 OR MORE COLUMS OCCUR. DO NOT CUT FLANGES AT END COLUMNS. NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED THE FULL LENGTH OF THE 3"x8" BEAM. COLUMN / POST TYPES G=3"SQ.xt=0.188" 0.024• H=3"SQ.xt=0.250" 0.032' 0.042=3"SQ.xt=0.313" LASTIC J=4"SQ.xt=0.188" 1.00' PLUGS 6. ' K=4"SQ.xt=0.250" �� �� 040' ALUM ,048' STEEL Ik10 SMS kj�� 824'03, , EA. SIDE 3' 28' �, 3, ' ,032': I ALUM 11, I �r l tD��A'---I OTYP, 3A 4D,I0' � t t B 3" SQ. ALUM POST C 3" SQ. ALUM. POST 3" SQ. ALUM. POST ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 3.0' DR 4,0' �WITHDEPLATES MAG POSTHEIGHT LIMITED TO 3" SQ. STEEL POST LOY 3004-H36E ALUM_ SQ. STEEL POST 10'-0" MAXIMUM. F ASTM A653 GRADE 50 CP60 OR EQUAL 6063-T6 ASTM A500 GRADE B 204 ti W � W N co Z Luo 2 J W a� u�W� LLj LLIW M M _jM o Z00, U00 Q M m FESS I co . o S58.85 OF CAL�F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS mmm DATE DESCRIPTIDN 4 STEL JOB # 15-1071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR HEADER BEAM TYPES, COLUMN / POST TYPES SH -7 7 OF 50 SHEETS I 2 0 3 0 4 0 5 6 0 7 0 8 u 1 u 1 ATTACHMENT ROOF PANEL SEE TABLES SEE DETAIL A, B & C. SHEET 4FOR ROOF SHEET8 PANEL ATTACHMENT TO SEE DETAIL A. B & C, SUPPORTING WALL SHEET 8 HANGER & BEAM. B SP POST O. SPF "O.H." NOT TO EXCEED 25% TARC6 OF ROOF PANEL ALLOWABLE SPAN f O. SEE DETAIL 11, SHEET 12✓ Bo FOR MANDATORY SPLICE. Sp,, POST NO BEAM SPLICE AT SP,� EXTERIOR POSTS. SFE -r POSTS, SIZE VARIES SEE DETAIL 11, SHEET 12� SEE SHT. 11 FOR MINIMUM pOS NUMBER OF REQUIRED COLUMNS 0 0 o c 0 SOLID PANEL STRUCTURES ROOF OVERHANG, OR WOOD, OR CONCRETE WALL SEE SHEET 8 3 1/2" SLAB ATTACHMENT)W MAY BE USED NOTE: NO SPLICE AT EXTE IOR POSTS WHERE PERMITTED. SEE TABLES NOTE: EACH COMPONENT IS INTER - FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "A" ATTACHED SINGLE SPAN W/ CANTILEVER OPTION f Al ROOF PANEL SEE TABLES SHEET 4 FOR ROOF PANEL- �r�C �luEl € ATTACHMENT TO SUPPORTING BEAM. � PA "O.H.- O. "O.H." NOT TO EXCEED -AR . " rxr -'OF ROOF RANEL-, SEE DETAIL A. B & C, ALLOWABLE SPAN SHEET 8 SEE DETAIL 11, SHEET 12 FOR MANDATORY SPLICE. B SP POST NO BEAM SPLICE AT Sp'j/ SEE h EXTERIOR POSTS. TARC6 POSTS, SIZE VARIES 3 1/2" SLAB O. MAY BE USED IC��;� "O.H." NOT TO EXCEED 25% TO CONSTRAIN FOOTING, SEE TABLES V\ES �C BEAM -SEE TABLES FOR POST SPACING NOT TO op,q ALO �(ESPgN FOOTINGS--' I WI SEE TABLES NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/ CANTILEVER OPTION 0 G 0 0 1 T E PRp CT SS THAR/ES N �CBEAM - SEE TABLES FOR POST SPACING FS 0250 ACIFAM Ow��F Sc. 3 1/2" SLAB ATTACHMENT) W W MAY BE USED WHERE PERMITTED. SEE TABLES NOTE: EACH COMPONENT IS INTER - FOOTING WHERE REQUIRED-j/ EQUIRED CHANGEABLE WITH ANY OTHER SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION ROOF PANEL SEE TABLES SHEET 4 FOR ROOF PANEL ATTACHMENT TO SUPPORTING BEAM.— "O.H." NOT TO EXCEED 25% — OF ROOF PANEL ALLOWABLE SPAN I SEE DETAIL 11, SHEET 12 FOR MANDATORY SPLICE. NO BEAM SPLICE AT EXTERIOR POSTS. POSTS, SIZE VARIES 3 1/2" SLAB MAY BE USED TO CONSTRAIN FOOTING, SEE TABLES LENGTH MIN. 0.25" SLOPES F PER FT O.H T RUCTUS VAR/ES O.H.L SPA I pOrSrS SPS BEAM - SEE TABLES FOR POST SPACING \OH NOTT�II OF B At O� lE SPgN W 1 ROOF OVERHANG, OR WOOD, OR CONCRETE WALL SEE SHEET 8 FOOTINGS ✓ w SEE TABLES NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE';D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION 2 ti 04 ml- I,- W 1) N colo) Z C) � w Q� uU)Z� W — WW M M J U 0' �Zo0O �Q M V �9 FESS/(� o S58.85. OF CAL�FCS� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE OESCRUMON 4 STEL JOB # 15-1071-1 DATE 3IN2015 DRAWN BY MAP CHECKED DKR SOLID PANEL STRUCTURES SH -1 1 OF 50 SHEETS ATTACHMENT SEE DETAIL A. B & C, ROOF PANEL SEE TABLES SHEET 8 SHEET 4 FOR ROOF PANEL ATTACHMENT TO MIN. 0.25" SLOPE PER FT SUPPORTING WALL HANGER & BEAM. O. "O.H." NOT TO EXCEED 25% OF ROOF PANEL ALLOWABLE SPAN SEE DETAIL 11, SHEET 12� pOS FOR MANDATORY SPLICE. SPAN NO BEAM SPLICE AT TSP SEE EXTERIOR POSTS. TA8 Eg/Nc. POSTS, SIZE VARIES SEE SHT. 11 FOR MINIMUM NUMBER OF REQUIRED COLUMNS 0 1 T E PRp CT SS THAR/ES N �CBEAM - SEE TABLES FOR POST SPACING FS 0250 ACIFAM Ow��F Sc. 3 1/2" SLAB ATTACHMENT) W W MAY BE USED WHERE PERMITTED. SEE TABLES NOTE: EACH COMPONENT IS INTER - FOOTING WHERE REQUIRED-j/ EQUIRED CHANGEABLE WITH ANY OTHER SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION ROOF PANEL SEE TABLES SHEET 4 FOR ROOF PANEL ATTACHMENT TO SUPPORTING BEAM.— "O.H." NOT TO EXCEED 25% — OF ROOF PANEL ALLOWABLE SPAN I SEE DETAIL 11, SHEET 12 FOR MANDATORY SPLICE. NO BEAM SPLICE AT EXTERIOR POSTS. POSTS, SIZE VARIES 3 1/2" SLAB MAY BE USED TO CONSTRAIN FOOTING, SEE TABLES LENGTH MIN. 0.25" SLOPES F PER FT O.H T RUCTUS VAR/ES O.H.L SPA I pOrSrS SPS BEAM - SEE TABLES FOR POST SPACING \OH NOTT�II OF B At O� lE SPgN W 1 ROOF OVERHANG, OR WOOD, OR CONCRETE WALL SEE SHEET 8 FOOTINGS ✓ w SEE TABLES NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE';D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION 2 ti 04 ml- I,- W 1) N colo) Z C) � w Q� uU)Z� W — WW M M J U 0' �Zo0O �Q M V �9 FESS/(� o S58.85. OF CAL�FCS� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE OESCRUMON 4 STEL JOB # 15-1071-1 DATE 3IN2015 DRAWN BY MAP CHECKED DKR SOLID PANEL STRUCTURES SH -1 1 OF 50 SHEETS p PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. GENERAL NOTES: DESIGN REQUIREMENTS: WIND SPEED CONVERSION TABLE: GOVERNING CODES: 1. THE DESIGN OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLY WITH THE 2012 INTERNATIONAL BUILDING AND RESIDENTIAL CODES, 2013 CALIFORNIA BUILDING AND RESIDENTIAL CODES, ASCE/SEI 7 -10 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2010 ALUMINUM MANUAL -ADM 1-10. COLUMNS BEARING ON CONCRETE SLAB IS IN ACCORDANCE WITH 2012 IRC AND 2013 CRC SECTION AH105.2 FOR 10 psf RESIDENTIAL CONSTRUCTION AND AC1318-11 FOR 20,25 AND 30 psf RESIDENTIAL AND COMMERCIAL CONSTRUCTION. DRAWING NOTES: 2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED. 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY. 4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. 5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER, 6. FREESTANDING COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL. 7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL. 8. ATTACHED COVERS MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 1/2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH EQUAL TO ZERO. 9. A MAXIMUM COLUMN LOAD OF 750 POUNDS IS PERMITTED FOR ATTACHED COVER COLUMNS BEARING ON EXISTING OR NEW CONRETE SLABS. 10.20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL APPLICATIONS AND RESIDENTIAL CARPORTS. 11. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC AND CBC SECTION 1605.3.1. DESIGN CONSIDERATIONS: 11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT. 12. MINIMUM COVER PROJECTION IS 10. 13. MINIMUM SIZE OF EXISTING ROOF OVERHANG IS 50 SQUARE FEET, WHERE COVER IS ATTACHED TO THE EXISTING OVERHANG. 14. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7. 15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCE/SEI 7. 16. THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES' IN ACCORDANCE WITH ASCE/SEI 7. 17. THE RATIO (HIP), COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE (1). 18. THE RATIO (UP), COVER LENGTH (L, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT BE LESS THAN ONE (1). MATERIAL SPECIFICATIONS: 19. BEAMS SHALL BE SPLICED OVER EACH INTERIOR COLUMN SUPPORT. 20. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. 21. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 22. DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 100 PSF/FT x 2 PER TABLE 1806.2 AND SECTION 1806.3.4. 23. EMBEDDED STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED, AND CONFORM TO A500 GRADE B. ROLL -FORMED STEEL MEMBERS SHALL CONFORM TO A653 SS GRADE 50 G60. 24. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. 25. THE POST -INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE SIMPSON STRONG TIE. 26. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR 1976 OR APPROVED EQUAL 27. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH RESIDENTIAL ATTACHED PATIO COVERS ONLY (10 AND 20 PSF). 28. SOLID AND LATTICE ALUMINUM COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION 1505.2, EXCEPTION 2. WIND SPEED CONVERSION TABLE: THE WIND SPEEDS SHOWN IN THIS REPORT ARE BASED ON THE CBC/IBC. FOR USE WITH THE CRC/IRC, DIVIDE THE REQUIRED CRC/IRC WIND SPEED BY 0.6 EXAMPLE: CRC/IRC WIND SPEED IS 85 MPH. THE COVER CONSTRUCTION SHALL BE BASED ON 85 MPH =110 MPH. 0.6 WHERE SNOW LOADS OCCUR, IT IS THE REPONSIBILITY OF THE CONTRACTOR FOR THIS POJECT TO VERIFY WITH THE LOCAL AUTHORITY HAVING JURISDICTION WHERE SNOW DRIFTING AND SLIDING, PER ASCE 7-10, SECTION 7.7 AND 7.8, IS REQUIRED. SEE SHEETS 49 FOR SPAN REDUCTION FACTORS. RESIDENTIAL APPLICATIONS - CRC AND IRC APPENDIX H, CBC AND IBC CHAPTER 16, CBC & IBC APPENDIX CHAPTER I. ROOF LIVE AND SNOW LOADS: 10, 20, 25, 30, 40 & 50 psf. (SNOW LOADS AT GROUND LEVEL 25, 30, 40 & 50 psf) COMMERCIAL APPLICATIONS - CBC AND IBC CHAPTER 16. ROOF LIVE AND SNOW LOADS: 20, 25, 30, 40 & 50 psf. (SNOW LOADS AT GROUND LEVEL 25, 30, 40 & 50 psf) ADDITIONAL DESIGN REQUIREMENTS: 1. TABULATED SPANS FOR SNOW LOADS HAVE BEEN ADJUSTED FOR ROOF APPLICATIONS. 2. BASIC WIND SPEEDS: 110, 120.130 MPH, EXPOSURES B AND C. 3. OCCUPANCY CLASSIFICATION AND RISK CATEGORY: 11, 11. 4. SEISMIC BASE SHEAR: 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER. 5. SEISMIC DESIGN PARAMETERS: SITE CLASS: D SEISMIC DESIGN CATEGORY: D MAPPED SPECTRAL RESPONSE COEFFICIENTS: S6= 1.50, S, = 0.6, So =1.0, S. 0.50 RESPONSE MODIFICATION FACTOR, R:1.25 6. DESIGN ASSUMPTIONS: A. BUILDING HEIGHT OF MAIN STRUCTURE (MEAN ROOF HEIGHT): 20' B. LEAST BUILDING WIDTH OF MAIN STRUCURE: 30' C. MINIMUM COVER SIZE ATTACHED TO MAIN STRUCTURE OR FREESTANDING: 10'X 10' A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION: EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY INCLUDE ONLY THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS IAPMO-LISTED EVALUATION REPORT. AT A MINIMUM, SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE THE FOLLOWING INFORMATION FROM THIS EVALUATION REPORT: A. TITLE SHEET AND GENERAL NOTES. B. STRUCTURAL CONFIGURATION (i.e.. SOLID OR LATTICE ROOF, FREESTANDING OR ATTACHED). C. BASED ON THE REQUIRED DESIGN LOADS, SITE-SPECIFIC RAFTER AND/OR PANEL SPAN TABLES. D. TYPE OF HEADER, POST TYPE & QUANTiTY, FOOTING SIZE (WHERE REQUIRED) BASED ON THE SITE-SPECIFIC DESIGN LOADS. E. APPROPRIATE STRUCTURAL DETAILS. F. OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. SHEET INDEX: SHEET # SHEET TITLE / DESCRIPTION CBC / IBC WIND SPEED EQUIVALENT CRC / IRC WIND SPEED 110 MPH 85 MPH 120 MPH 93 MPH 130 MPH 101 MPH SEE CONVERSION METHOD, THIS PAGE, FOR APPLICATION AND USE. SITE DESIGN PARAMETERS: SITE ADDRESS: WIND SPEED & EXPOSURE: ROOF / SNOW LOAD: STRUCTURAL ENGINEERING FIRM T��ENG/NEER/NG STRUCTURAL ENGINEERING 109 EAST ESCALONES PHONE: (949) 3 - T-0 ............. TITLE SHEET, DESIGN LOADS, GENERAL NOTES SAN CLEMENTE, CA 92672 FAX: (949) -3riTY OF SH -1 .............SOLID PANEL STRUCTURES STRUCTURAL ENGINEER OF RECORD: DUSTIN K. ROSE NK. v 'WILDING & SH -2 ............OPEN SH - 3-4 ........PANEL LATTICE STRUCTURES SPANS TRI -V, W -PANEL & FLAT PAN POINT OF CONTACT: BRADLEY STnEVE APP F SH -5 ...........MINIMUM FASTENERS FOR CO► SH -6 ...........RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS SH -7 ............HEADER BEAM TYPES, COLUMN / POST TYPES SH -8 ............EXISTING EAVE CONNECTION DETAILS SATE SH -9 ............HANGER CHANNELS AND MOUNTING BRACKETS SH -10 .........COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS SH -11 ..........LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS SH -12 ..........BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS SH -13 ..........HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS SH - 14 ..........BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS SH - 15-17 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MPH SH - 18-20 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF Ll, 110-130 MPH SH - 21-23 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH SH - 24-27 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH SH - 28-30 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH SH - 31-33 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH SH - 34-36 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MPH SH - 37-38 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF Ll, 110-130 MPH SH - 39-40 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH SH - 41-42 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH SH - 43-44 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH SH - 45-46 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH SH - 47 ..........INSULATED ROOF PANEL ATTACHMENT DETAILS SH - 48 ..........SNOW DRIFT DESIGN SH - 49 ..........SPAN REDUCTION FACTOR TABLES SH - 50 ..........ADDITIONAL STATE LICENSURE STAMPS W04 to 06 W U) N 00 Cn M w Q � uU)w� LLI LU Ch M o U Cn �z 0 Q M CTS Q -FESS Il $5 85 OF Cpl. \F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION QUIN A FETY DEPT. i VED RUCTION REVISIONS PKIIII IAIV D11CRPTIDN 4 STEL JOB W 15-1071-1 DATE 3/312015 DRAWN BY MAP CHECKED DKR TITLE SHEET, DESIGN LOADS, GENERAL NOTES T-0 0 OF 50 SHEETS