Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
14-0730 (PAT)
P.O. BOX 1504 78-495 CALLE TAMPICO r LA QUINTA, CALIFORNIA 92253 f ' ' • r Z' BUILDING & SAFETY DEPARTMENT BUILDING PERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 i Date: 6/02/14 Application Number: 14-00000730 - Owner: Property Address: 78560 VIA MELODIA MARCHI RESIDENCE APN: 646-290-029- - - 78560 VIA MELODIA t Application description: PATIO COVER - RESIDENTIAL LA QUINTA, CA 92253 Property Zoning: LOW DENSITY RESIDENTIAL (818) 644-7464 ID - Application valuation: 3671 Contractor: Applic Architect or Engineer: ATLAS AWNING & SCREE NC.JUN 0,;?U2, ! 754 S. WILLIAMS RO V PALM SPRINGS, CA 92 64 Cm/OF (760) 327-8466 Fl;�afy E(Q NVTA ,. - LiC. No.. 835140 7. U SED CONTRACTOR'S DECLARATION - WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury th a 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 Busin s an rofessionals Code, and 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 'License Class: D03 / License No.: 835140 - for by Section 3700 of the Labor Code, for the performance of the work for which this permit is - issued. „pater Contractor: _ 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 /r OWNER -BUILDER D C RATION insurance carrier and policy number are: - I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the Carrier EVEREST NATL Policy Number 7600004167121 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 s 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 sho b come 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 - 3700 of the Labor Co o/hall forthwith comply with those provisions. that he or she is exempt therefromandthe 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).:.: =`moi` -f— Applicant: 1; as owner of the property, or my employees with wages as their sole compensation, will do the work, and l J the structure is not intended or offered for sale (Sec. 7044; Business and Professions Code: The - WARNING: FAILURE TO SECUR ORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL Contractors' State License Law does not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER TO CRI INAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND and who does the work himself or herself through his or her own employees, provided that the DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN improvements are not intended or offered for sale. If, however, the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. 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.). APPLICANT ACKNOWLEDGEMENT 1 _ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of conditions and restrictions set forth on this application. property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed 1. Each person upon whose behalf this application is made, each person at whose request and for ` pursuant to the Contractors' State License Law.). whose benefit work is performed under or pursuant to any permit issued as a result of this application, 1 _) I am exempt under Sec. BAP.C. for this reason the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City , _ _--,- _.��._�-._ -__ .. _.__y - - -_- ..-- . - - _ - --. - - -- --- - ------ •- - - - --- - - of -La -Quinta its officers', agents and employees for any act or omission related to the work being 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 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 thea ve i formation is correct. 1 agree to comply with all city and county ordinances and state laws relating to buildi c struction, and hereby authorize representatives of this county to enter upon the above-mentioned prope for spection purposes. Date: //Cj- Signature (Applicant or Agentl: - Application Number 14-00000730 Permit PATIO COVER 2013 Additional desc . Permit Fee . . . . 95.81 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 3671 Expiration Date.. 11/29/14 Qty Unit Charge Per Extension 1:00 95.8100 EA MISC PATIO COVER, STD --------------------- 95.81 ------------------------------------------------------ Special Notes and Comments ALUMAWOOD PATIO COVER 121X 23' TOTAL OF 276 SQ FT. PER APPROVED PLANS &'2012 IBC & 2013 CBC. ------------------------------------------------------------- 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 I I I - I I I I I I . . - I . t - . . ... .. .. I o I.:..:.:. ... . .. .. ::,:"-, , _ `:: :.' - : ' ; Bin # +- * ' �*� ` :i::i�i;ii��:�-:...!�i:� . .. . . . . - . - '-.'. - i - . . .. . .1 I I I r . . I . . , . I � . I- � � - � , . . � A 4 . , I : . - . "' , , ... .,. " - - . . "- �, , 4, -,1, , , � , P I . % . - 4 , �,� - - .,� . City'of. U Quint� - -,., , ..,-:.---,-.--...-... . I , . ....... , - .I .......::: ... '� ,.-� . . .1 ., "� I I 1 - � .. L. I : ' k . 11� . -- � - - . . - I.- -. - . . :::*, �i:;.,........�...-',.-'.-.,..'...'.*.-....'�i.... . . , , - I - - --'j Buildr, � & Safety Division-. , ' . I . . -� . . . I' , . * - - - - -,.' � r�.. � Division., i , " '�. # 1" ' 9. " , .1 .�... - I . . .,- _ $��L " � . . I `�- " .. , -'�. .. . 1, I . . -4, . $ .,. " � . '14 � . ... . . . : : 'err . ,S01 ' , � - , � I - �t . : . . b , - P.O.', Box* I . , " .. -.::::::-.:..:.-..-:. ......... ...P '. . .. .:.:: "' , -- "" " +.,.,. - - , ..-.. I . , . . . , 1� . . , - - I - , . . I - . - � . I . I � I . . I I I �� ,: , -� 84�5 'Calle Tam'pit:6 i . . , 7 -1. ; I - ; .,-rm]L`#I.,..,... - ... .,.,. ..:.-:�:i�.:!.�:�..�......,...............:�..'.ii I .. . .4 . I I � . . . � I . . " ' . I . , � La� - 7 - , 'Y CA 92253 . . , .... ..:.... %:. .�L.. . .......'... .i--,...........: . . .. . . .........�:,, ': , .. .. .. ... .. . .:,... %:: .'. .Qijintp, -, I . . . I I , , � . . . . . - . Sheet building Pefniit AplAcation and Tracking Si - . . . . . I . . . -- -- Pr . ojeci Address: 79 -Z6 � I.. ' ,///,I P��4&01,g . * . . -fi ,a- a . . 0,Amer's Name:' - - * , - - A. P. Numbel.: I :. , , !- - . ., I.' - I , . � -. - . 1� -% ,� ", , � � .. , . : '. � � Address: .1 - . . ". . ' Legal Descripiidn: ._ - . . � I " - , . � - � I . I -C 11 I "� I - . IPT - . Cit),,ST,Zip: L -"g r"--? Qq-,2a�2 , I . Contractor: r' *FIA72C � . - - .- ; -.� I , � . - - I . I - 7 6� lm..-....?.........�........,?................,..,.." ' ' ' , eph Tel' one: P , 6 -7-/(, /P - I" :, , ,,, ,-*'---,---- : .....'...� .......:...?................, ..------..!...:*,"...........---.-.: . . I., I . " ........... I. -, - '. :;<: ..... . . . 11 11 . , ............'......., .-I r I . Address: -- Address: �\- * -�� - - Project Description: '. ,- . ,7 . - ... I I _ . . , . . I I , I Civ) -.ST, Zip: p __aI4.4�il *( ) kL4g&v6 .1 . ot 2 a ,�aL,�z-a:j�1.6)a6eo . I -...... Telephone �20 �, , ....... , .i.... .. ..... ... ......... ..... :: ................. :::, , :":........... ..'....... :.:,:-- . -1: ... :..::.: . ...... : : ..... ... �x-:-.-.* ::.. .. . . . . . I ........ , - - ::. - . ...... ..::: .. ,:X -,:,I ........ �:::...... -X ............. "''. .. - . .:..;.,... ..... :::.: ... �X .... ... - e-, eS2�Zvf, - Slate Lic. -4 : JV 83,5-1 (9 � I - I City Li c. #:'.I e-, a ,��- I I - (-'(77e-) I � 4W-n�p� ( �_- - • . - - � . . Arch.:EnPr-..Designer:.- '.,�� - . . - � . , � . � 1, k ,� �� - ,- . - I - - I - I . - ., .11., . , . . I . . - I . , � . , - . Y � . . Address: , I I , , - 11 I �� . - .� . . . . I I . � . -, I 1. .► , 4�-� 1 4 . � . , . I I � Ciry. ST. Zip 4 : - . . I - -, - . . .1 I . I - . Telephone: L . . - I I � I .. ..., . .: i-....:- ::.-..:!, ... " "... -,...- ---�: . .: .. ..:.-.. .... . : .. . : : ......: ..:. ,-,::*.-.* , " ;: :,. .,:, ,::. - ...- .*..-,; ..: . . -* .**. i::i--.-i---� -1-:1.'...".... , "*. - ....., .. . . .-'-...:.:.*. e. .I. -I.....:.-.... . * :....."", , I I I I Construction Type: Occupancy: I . I - . , State Lic. 41: . - .. I � - - .1 ... -'..'...... ....'....'-'.............. . . .. ... .. .....- I.I............... ..:..:,. ....':%, ..... ............... : : .�'*.**...***....'.....'*'*'...'..+......"..."'....."......*..."."......m ,.".,.................................- I . , k I Project type (circle one): Nev\ Alter Repair , Demo , Add'n Name of Contact Person: , . - I I � - + .1 I . rl . I I - 1, Sq. Ft.: - � OLD 6. _: . # St�n s: I 4 Units:. - - Telephone 4 of Contact Person: , ' . .1 .. . I I I -I - . . Estimated Value of Project- ! 0-,,-700 - --- . -- .. ----- -- - , ... ..... - - -:----:::Y:::.. .. - -+- - ..."""', , " . ., ... -:`%::-.-..':.,..""..... ..: %.,::::::»::.;,;',....� -:� .., .-.::..--i-,:.e::-,*. .. . :.::... �:�i�!!�;��:�i�: ..., . .., - * - .. . ... - . ..... : . �!...,-.,: ..: .,...-. . . - .---.:::. :.* ::-.::-:-!:**::::: .�... : :.,..:.+.,,-..:: + ---.;... .. ... : . . . . .::.:. ...:. : -..:.-.�....%..: . .. . :-::::.:.. .., . 4 . ., . .. : ... I ............. - - .... .....-p ...... -- -.:�!�i�il�������i���i::j�.'..'-...'�...i;.;iiii::.,::::::::.;::;::::::::::::::::;:::,:::.:::::::::�::,�.'..::::: iii:Ii�ii�:i�,�;;; ........:::.:::. -- ', - - .......:.....'......,....... ... .,:.�ii�...,i�ii�i:i�i�i]��:ii�:�ii:�i�i!i�i�!:i�:�:���:::i:����i��i�i�i;iiiii�:ii��ii:iiii��]:�i]i�:i:�]� � -'---.......,.......:. ..,....,..,.,..",.................-----....-...-.-..-.....-.-�.-..:..,.....-..-..-.-......-.....-..-...................-...-......++.....-...,............-.-...........-....... .....".." , .. . . ----;: x ........................ ...... . ...I ...i..... ... .....'........ .. .. - . .. .:."........"....."..:.:.;.:...:.:.:.:.:.:.:.:... 1, : :::: : . . .:.:.:.. . ........ .. .. . ....... .". ...... *I`: -:.I: ................... ... .. ; -"'- - - ': E. W.T IVU.I � ... �......,..............................-.....I * .......I...:..:..--. ...............................I - - x.-.. ..:...... .:. - : N::;>:::>::>::>::::>:>::<::i:::<....... ........ - .,......,: - - ..... ............... ........-............ .*-........:- .................... ...... .. ...... ....... : I C NT-.-'... P::: PT.....).N..... E : ,,,.:I . .... ...... P.PL ..,.-.I - .......... .. . ....... . . .. .. A A _ " T...L., .. ., .., %-.* . ...... : ...:-:,: ..... -- . - . .... . :,. . " ...., . .. .......:. . ... , , -.,.... ...w . - . ... . ' .S - .., " . .... -:-.:::-.-.. . ::" . ... w b.'n,'h't'iI' " '...."......"", . . .'......- .1 - . - . i�ili;��*!�� : : ...::: '. Ipg., ,.:.:: : .. ::.. ... . .... :.. , R. . :..... . .... x ... i . .............., :%... . � .... .. .. . '...... ... . .... . . . . , .. iii��iii- . . . . .... ....- .. *.-.'-. . ..��i:�i�iiii:ii::i�iiii:ii::::�i���:j�iiii�:::::i."i�...� . X........ :::i:�:::�ii�','i��:i��:i��:i�iii�iii:i�i�:�i�:i�ii�!:��i�ii, .... .:.... .I., ... %. ... :...: : : - .., "I. -I. ... : .... F ................. -,.-..:.-�,..-.-.-:.:.. �. - .. x., ... - - . ..., .. . ... .. .. : .....:...,.. '..... :....... ....I.... ...-i�.� .. .--� ... .. .. - .. ...., : -- - . ......:. - .. Z. ..:. .. I : ...'.. ....... ..... .. :.+.:: - -.-.,.. 11. ' -(� , . . :" .. .... ..'.. .... , ,... , .. . %: .. :.'-..-.' : -'.,*::" .." --TRA - + ..'�Q'i:-, .. .- + . - ... - , : , ......:X..... --- ... I 1. * - - .: * ..: . - - '.,..: . ...:. .: . : % -: ........... ,.i...'*1'. . ... .. .. 1: . . . -,31. . ..:.:. .:...., - :....: . ... . . , . . . .... .. . . ....." .. : ......,-*..,--I: ...... 0.. -, 11-12,3iSel�-......- ... .... I -K-'.I. . . .... . . . . . : . . . . . ... . .... ... ........ - - '.."" * :.-.-.: , ......... ....... . .. .. '.."', .,...:"* ........ . . ...... •...'. :+% ... '......NX.- . I . . . . .1%.... ... .. . ..... ` ... I. .... I .. ...... ----I- ...... .... .......i............... " ��ii�i����;'�, . . ..... I .... ... . . • ..... ........... ... :::�..,.,...........'..,.....':..I ..... 1% ... ..... ,e ... . , ` - ... ... .:, - . -'.. .: .-I .---.-,-.....................::::.... . . .... .... . , :,i:����i��l��:�i:�:i.i:::��i.,.:�: .".�ii ���.�i : .;.-..i�� ............ . .1 ..... .:.,.::, ... ... :-�X": Xfu , . .....'......................:.. -.1 * , - � .... - .1 . .... . I-- - - - %:. ;..... . - ... ........ . .. ............. 1: 'I.." -.:,.x..... ..... : ::.............. - ; - - -... " -'.... ... .. . . ........... :... -•...:....:.......:...._:::::::. ..... : ..................... M �::::::'I.I.-:: % ......: . . . ..... ;%...: ;; ....... - .: ........... . . , ... -:RNY3 A ..' . .. ... . .............-i"'........ .-..,.-.-. .: �. S Mina ..:.-,.---,.-* .... - - ..%.. .,: .;.:.:-:- : - - -..*..'..,.:. -:X,.,'.-..,...'.-.x ................ . .... . - .. :.:.... ,..'% .......... .. ..... ,:..�,.,;�::: : : .. ".. . :q": i1b . . ... . . . . ........ .. . :!, -:.- - I . . .., , - .: .,..:.% . ... .. "... . .... � ..... .. I I .. . :- - ... .. I .. .:: : : . . . - .: . . x . .. . .. ..... . -.: - ... ,... % .. . .. �-�:l�ii�;:�;� ...................... . . , ::: . . .... - ... "'.... --.----.---.--�'. """A ' b 1: - --:: -- . . - ---- .'.'....-.*.'...'..'.,'.',..",: ".. IP. ":..;:•:•::•:;>::;>;:;;.:" ...:... -- . . .. .. . ... . .I.:. , t +'i -I., *.- I: .,.*., " •, .. , :, " . .2 : - ::.. �;,.: -51-r6 CI . f . , . . ,•:::::•::•:;;;:•:..:.,;- K�s . . , .... I.. ..... .: : .. .... . '-.'�: ** ` :..,..... , ` - . - I .. . : .... :.: - I , ....-...-.-. ..... : - ... ...... .... . .. - - .......+:::. .... '. - '.."'..'..': .IEVKW .... ... - - � :......,:.: - X. * 1:11, :,- ... :. xx,` ':* :...:: : :. .+ . ; . . , - , . ......... ::..,...i::i:..::�j j:j:j:::-:j j'j;: * - -, ::.I-;;. *::,-::::;-.- � .. - --.w;::;:;-:-:;:-:-:-,�.:-: -:-'-.:-*.i:iii: * ,':' . �!.�:�i�:�:il':�i�:,��"+..'.�i..','.�.-., ... .... ............... .... -.1 .. ... .. " . - . .3 -----;-; -:--- ". - -`-]�-:- : : :*i�- . ". . ......- .. + , - ... .-I.. I '....'....". ..*"'.'."*.,;*."...'i."*.'..,.,..�.'......,........i..-..%.%..., , *Rq0,--:-:-+'J"x--: --- . " ** . . . I a•:••.::::.`:':::::-.- -, - ... Y . d �ri;i =or m-tj ... 1: :: - -t , * "', % ": "I" -, ...............-I-111 .. ... I - - i .1 :.. , -,----,.,-. .... . . . . .. - . . ; ........I..", : ::: ;::: .;%--,.-...'.:: .... . , ,..,: ".. ., ... .,...... ...... -..,- X: - .. '. "... . . . � . .'. . . : o . . . . . .. . .:. .. . ... :: . .. : : .•. . . X , . . '�ij . ... , . . :.: :....::..*�::..jij�;i::ii!�::��i:�i*:i.i ' : :: :: -Cok -'--'-`-:--,*".--%`,::-'- - -..:. .":":: , -.: .,TF�3�. - : . . �.. -,.. !��-- .. :):... . , :,:. .... .... ....:. , , * :;i:i��.�v %--.'**"*`**: .. : , : - - - : ...............I. :.....,.................�-.....,- ..: : .. , ", '--' -. , , .---.'.- " .... .. . .I.I............ - . -X...., . . I ..... .,*.,.'.,t. - .. - ... .. : - , %, : *- ... I. ... . ::i::.::::;i�i�:�:i:i:ii�i�i:�i:�:�::i� :.: , - , :.: --::-: - ........., . ....' :1`1-, :::, ..'. : * , " ::..-,X--, - -....----- : ...... . .:I .. : . ... . . .- .. . .. .. .. ! %...... �iiii:'ii,:�,:i:*:i��!:::]��i�:�i�:�i�:�i�i��i -:-:-.% '.*iii:ii:i�ii::;i�:::;:ii::::i.. :ii",::i:i::::::�ii::i;::ii::;i.,...i:]%,:�:;i,:�....::�i . !�:f.-i-'.-:i*:;::::i-�: i��i:ii:::;:i:iii�::�ii�ii�ii;ii::i: I ........::•.::::....:: .. . .. .. - -. .. ::�i:��:-i�i:: �::�i,.�.' -i i--.*.i�i-'.'.ii�:i:�, .'.* - - ...:: ..:.......... ..........%....... .. . . ............. .. . .. ..... .31 , ........, , , , ..� , 'Ik-... . B M ik... :'.::�1:,, , , .. . +- : . ..- . ".. .....................:.. : -'�'�:-.-'- : X" : *,'.*. '- ".. al) -'., %t%Sxhaii I --,*--'..I:.. --. 0... -:.C%-x ....,..,:; ..'.."., ,,..'..'-'..'.'*..."....:"..: •-:7. !��:"...*..."m 1 1 .. :....., U T -. .., -.-,.-.-::-.- .::.: -'-'.*-.".' .." - - : . ,,:.,.,...,.-.,..::�,..�'...�.%�%.: ... : ... .. . :.:.:. I ... a . .Ar.30.13 : ..*...'.:: .:. . : ,.... .., " .. . .:. 11 . ... * .. . .... ............. :.."..........". .".......... .........x-, ....I....................., ..,.........,..,....*..,........,....*...."............,.%..�.I............'....,.- -�---I-III-----I'----I'-'I , .: ....... I.......... - - - I. .. .1 .: ;- .. .1 . - .. .:: I -.I.. ' : :. I .. :.:: - .;.: .:::.. ; *!:�:;i .. - -j:;:��:::.:. i�� -T�ir2�6;: . .. , ,-. : lq�� -::--::.::5 -: e :: :.: -i��i�� :�]]�!��..,..,.]��:�il; . . . - - .. - .. , , :.. '....., - , ....'.. - I ._... .,: .1'.1 . . - I .... - .::* - .. .'. ..., . ... � : , .. : : , : - -` , . : . - , . . i::�:�::�i�i;i;�ii�: ::- ... . ............................... - , , : ': ;-:;;%-.;,::-----. , - :: ::: . . . - - . ;%;, . ... . , ....: ... : . .:. .::..: . " . -,-i:?::�ii:�:�i�i�i ..,::�;i���:�i��:�iii:ii:: . . �i���,.��� ", . . I.- .... -...... ................. . ... ..... .... .....I...... .:. ... -."--, .. . ... . . . - . . . . . - ` T - ., a . 6 ..*'..: . .::..A � i d P .:....... .,: .I.Lt .11 ... .: .. .. . .. - "..'.%.::.::::...•:,..::. C ." .:. I . - .:..,,:: - - .. .1; ...... :1 j� ; -:::. - : � F. . 019 .. . ?�;.::v .: --,-::: .. '. .. . � ,-.�.-.---.,.,...,.,,.".�.-...-.-.,......--..,.--�.- ..... .. .., . , . I ......: ..: .". .. ., . . . .......... '............ -.*:.::, , ..... - - - * ...... ... . .. ., ........................-.,+...,."...I ...�..............,...,...�..,.,., : : :, I :1--, . .... . .. ., .......... .. ....... - I - :- - .. :::: ... ...: .. . . , -:*,: :.-.-;.:-i::*:-.Y...:! - .. : - --...:i���.:j::y�;ii .....::: .. .. .. ..' . '. •- 'i..::: :.,.:..* ::: ..:....... .. ,.0mot.. .1 ... .:-::-,.--`.�-%.--- - . ... .. " I : . - -, .� . ... . � .. .. .:.:. -'.. . ...' ... .. - �j;��ii�������. ... ,::: , `----`--I--'--I'-�`-:: . ... :: .-' .... z,.:X.%.. . . .. . . I............ . ........ .... - .." I. . -1. . 7.*7,.,,,.,,.,...,..,,.,-,.,.,.*.,.,,..,*.,.,. !,:.:.:.:.:.:.:.:.:.:.:.:.:.:...�;:,:.: ...... ... . . ....X...... :- ::�:: : :, . .. . : , . ..x•::::•::<•::•;::•::•;'.. .. .. :*'-..-'-, .......:., , , - . -, -- .::. .:: - .. : - .. .*.' .. .. � - : . ---::X,..- , . . - ... ., -7,.-.17- .-...,i��i�:li�:":i::ii�:�': ..... ***,... ".."..: .!.::::i:,:,:..i::ii.i:i..i:::�:.'�:::,i::.::,.:---,:x,-,:%-. -:X, , , . :- ....:::!::.:-,- -... , " ..-.x...x. `---:::: "" -- . ...... . . "' **' . -, ....... . ..a..... .... ......,: .:::: .. - .... .,*..'..,'.'.. . .. : ::::.. - **" ..; "...•:%` '"'......... b il ......."j: -- - - - .,:::.,. ': = .. .. , ...... ..., , ... - ... .... .... . I :-..,.. ... ...... :-`�.,*- - ! I:.:: .:,:: .......... .. - - ,::,::, .:.::.:.:,..::. ,:; -..., :: . , . : ,,, ". ....ii"':: .. . :..-.'-::-..-I . - - . 111ta . - .....-:-;. R::� . 4. :%.::,. 20 -,:,;:`+"-:,....:,: -: :; , T..- '.. .... . ... ... . .aii�.: ..., -:...:: . .. ..: .:.-.�: � . '. ,,.-!��M.:... . .,. .MW II.I.......-I......'........I..I..... ...:-, , .,.. ..... 11111, *......'..�. . .. .". : -, , . :�. '- :: ,%.- :".: ..,: - : 1.*'."...,*�'.,*��...,*..'..,....%'.."......., . - . ,.:: M:,.: '...... .. -* ,.: : .... .. ,� I.- ...,.,..,: :..--'.-'.'.*--,-.-,..,:: .I,.- -1. .. .. . I. .1 .. : . ..*:,. ..,., :...::::;:::...:•:: , -.':'� .- . -.. ... . :;.. ,- - .--�' :Srb6d�i Fi:i.. ..".. .... -.. ...• ..... ... l ii:fi-:�*::.�.�:� .;.i;i��:�:i:���i�i�ii:�i�i����:�:��i�*�����������i:���� ........................ .... .. ............ �.�..�ii!�� " ... . , - . ... ... .... 0--- , X-3 .... ........ " .. �i!�M,s-.,-.,�,.-,-: . *.,-"--,".,.--� .... ., . , , , ... .. kiii ..:.. ... -x:'I.+.-,, ."...'.....': !� ..I. . -------------��-,,.-,*.,-*- :'- ..,..:.:. . .. %....... 1. .. !�" , "' .`.,:.*".-*--,.--.,-.--, ::: 1. :- -I..::.: . .:!:.: , .1 .... " .. - .. .., -.1'......... ..-i"... ..: ...: 1. I .. .R...., x'.............. , .... -.',% ..."::",......................I - - , 1:�.. ...."..."... : ...:. •' ,� S .-.-. _ .. i S�b�q i; .: -cl �-�, .: ". . . . I . .. . .. -, �. . " , . *1 .: .. . �:� .-.... -,.-.: : I. ---:,.-::,.- .., :.. I , ... ...-. . ".K.I.: .. . : :: . : .N:1 . . .. ... . .: , 1, ", .. .. - --: . -...... ..%.,....., ` ., , . : :. -.*,,.*:.. .: ........., ... - X .:... . . .. ..... . ....... iii�i:i���:i:�i�iii.:�:iiii .��i�:����'�i!��:,::�ii�i.�..:�i�:�."..i�:�:�i;�;.:i�:�.�i::i:�:�..��*j�� - . .. ....... ..... . ... , ". . . ... ... .., -.2 � ,,-.-po ...T. ........ -'...". 1," ..... : . - .. ...: , %.... ....... ......" . . 1 ..". --� .... : .. '..... *.-I-%-.', .r.- - "d ::.,..--...:........- ....-A Q ...." : ..'..... : - I. .. . . I : . ........ . J ----- .. % : ,'.7..... ... ..... .. ,�,-,-`-,-,-,-,-, .: - ---I-,: 1. . ... . - .. . . , . - �, ... , . ., '. 4t ....... - . . - .. ...... . ., " ,4 . ;-.- : : . ..... ..: - '-.'. ::1.-I . , 1. .�vf .. ......... : . .... .. I A:,*. .. , ,.�.... . ... ..: 11 . . . . , ... - . .. :::. " ... . -.1-i-I..... ....., ... I : .. , I .11 . I.... . . - . : . ..:.. .. . . .. . . - ... . . - ... ': - �:.:+:.;:,4::::::�.:.::i:;;:��:i::::: ... .. :......::::...,..,:..i:,.;�:.,*: * . `,-' ... . .!1�9 .... " . i3 .. �:::,.: c ir.a ..., 0 j*f� --- .... + : �. . ,;.: . . .. - - x .... - � : . ,...::. � ... . " .. . . .. - : .". ...:.::..::.:,%:....i::...:....-....::.,:�........".-...:.:. . X.- :;.... % : . .. .. '. ... .. ,.::::%. . . . " .. . . - .:: .." .. *1 - .....-�"i�ii�:i:��i�i���:ii�:�:�:�i:i� ..... ...,....................... ... .. . . I . . .. .. ......%, . : . . .",:: . . .: . I .: ... ..... .. x � .... .. .... ..U.: . ... %... . . .... .. x ..... : ... ... � . .. - ": ...... : .... ... ...... - : ...... . ." ... ...... 'sae : : - , . : .: I : ................ ....:,... .. -1, '... - ... : - I., :..........: . ..i X. I , " * , , -, . ..... - : %-.%- . - - "., ,."... - .", ....: .,..,...,. : . - . : .. - - . I So ..... X..... *,.I.. ....N.. . ..'.. ..., ...... . ii. ... .. : :,;�..-:-%......-'- : Ii6 X.. - .. : ....... 3) ;,..' .. .. ... : ...... ?. . : - ..., .1 .......::..:.........i,...,%::..'...�.�... .-.,:..!.,..- .. .... -..::. .. s. .. *7: . ---.:.-,- ...::: " a Ni, U . ;?.. -;:I.---:.: .: . . -!�W� + - : .. ::. .. .. : X .:: .,. , ... � ...- -�-- .:.: : - ;. :: : .. I . , X.... .... .+ .. .. ::.:... ::. ........'.1 ....., . . . . . . . . . . . . . . .-..;: . . %I-,.-,N-.-I . . ........ . - I . . . .. .. " .: .... ..: . " . ... .. , , . . , X - - : " * " * , * - - ... -- , - - - -.1 .... ... ...0 I. .-.. .. , .. -,----------- .'.,. * * .....-..........-.-.-......,....- .. '. .. , , :1 , *1 - - . . .. .. - - ` ` ` I.I. ..... ......... .. ......'........ ... . 11-1. ... X".. :: d... ....- .1 . I...'i -- . I : . . ... ".:. :-:`:-,... .::;::.:......:.::�::: .. - +i ... :* - : ,- . : : !I ... 4 .., . C. ..... -:�FF`A .. ..) .. , - !,- . ....... ... .... ic. + -B .. . . I - ::;: . .... .; . : : -*-':'-*-`- :. . .... - -, ;.".. ........i ... .. 1. - " , -, .... .. .. . .. - - -I . : ."... .......1111-1111111111 - - . . , * , , * - - . ...... *- ...I..., ..... ... .....I.I.I..........-I., ......... 1:1.1 .......'... - ` --` .i...'...'..'...,...'i........'.....i.....i..*.. - I 1.11 .. .. . . .. : -::- ,.......... " ., . .. ..... �ii:�i::�ii:ii:��i�:�:;:Iiii�:�i:ii."i�:�... .0..;:..;:..........,....... :i�i� "..., . ... , . --. � .... ...:•::..:•..r......10::•:.:::•::•;-::.::...........:-- . '............ .:., . ........... : X..., .............. , "" 3 ............. ; ; - - :.: ... ..... * .. ..... --'-'-'--- ... ....... a '-.-, : ..... "". , -........'........-N, I............. .. ... :: %.:�i ,......-- : ."-..;: -.'%.-.'..--X-'..'X., , . .............. .. ........... ...... ..................... .. .... I % - :: .......I. , ..'.........:.........X..... ... : :i , .. ......-. .:..'--....... . x :... ... ........... -........... .... .x...". . --.: .... .. . ,...I. .. .. : . ...... : :........%�!.'................. - . : .......... - :1 .1e...,-' .,..:::.."...;X................z....w.i . ....* 1,"..", . U .....'............... ---`---*----"--` -1111;............1-11.1 ...... . ': : .: . ........ r......%. III III ..1... .:, *::.,. .:,..:: .....,...: ..'.... ........ . ... ...-, � . ........... I I.I., il ... '111:,:--"-`:I..... . I.. . :::: �:.-,:: : ..II . - ....... -.1-1. I, . .1 ... - ... .. ... - . + .. ..... .I :: 5 ... I . ... �-.. : :-�-' ....., -. .,.- -* ....I.. . .................. - .1. . ...... .. .:: ..... .. .-.: % : . .. .. ...: ... ..... - ..... ... -I,.:: .. ... , = .. .... I . . . . . . .� . . . ::,..::::::.:::::.::..:.:i::iii�'�!i�,:�::�::I�i�:�i�i,����ii�",Ii!�������;�������i�i���.����...��:','-ii:.�'-",'I�'ii . . -X... ..:...,:.:::...:..:.......,....:i�����i�:�: .. IN`Vrl�f 0 ?.-Co " . .M.I....'..".4., :I ... : . . ::; -'..i...... ....... - - ... . ..... .........., I .... III . . - ..... ....*. ; : .............. 111-11 .. . - : . . *- . ,ran.,:.,. . N ... .".b rjl5f - - - ry M ......v........ ::,.',. ........... ...... , :............ ... .. ""ne, .. -.,. .. - ....... ., ....". I : :r . .: ..:- I . .... .." : -A . 11111 .,..,.,.. . . .%X0 . ...... ... . . . . ..... .,.;..;:;:.._-I-I-II .. .., : , . : .*'.- I I ...'....... . ... -.� . . . : . . . .:. . . . --- *flFP�i6g.-A. "..' .. -- pj�"."--- . .... ..... - - .: --.`-.*-`.%-.: .,..: ........, -".." .. - - . . -------..........------.':::: .X.. ... . ...... - ..-- . - .. ...............- . .: ........... ... .............: : ,.,. , . . ...... . :,... 1. : : .... ... ..... ...........� -,:.:::.::::::::::::•:::::::•:::: . ...� ........................ .. ...........,... . .. :, . I : . : ....., .1 .. .....-X....... ..........I. ...... ,. - :w:-.,.: -* -....i . ,, "" II: ..... .. ..... .. � ... , ..... I..... - :'......-..-*.. : . . . . - *... .. ... .. .. - : ....... � .....:�- :.e :..--. . ; .. .... ........ , : : .... - ... . : "............ ........ : -......'... ... ..... ....., .. : ... M-,--%-,------:;:.,`�--.: -.1-1-111-11I... i,. ....: %. . . . .t ..... ..... II .. ..... .- .: -, .."., .... .. . .... .. _ .. � ..., :,. . ....., 11111111111111 . .%, .- . :.I .%, .. . . . �- - : ... • ..• :1 - : : .... I. . . - � - : 11111 am a � . .. ... ... , .. :. : . . : - . . i:�i�i:��;;i.-:«. .......:.::::::..::::::..:::.........::•:: .1 .. -, - .... ''. -'. -U "M v . r.�., ...'.... - ,....... .:: .... . .,.�W , .. . ... R. . ....., .... ................. ... - .... .��::.� . ..... I ., .... . � .... :.,..:. X.... "..., � ....... , . ... .......... - X, :iii�!: . : �. ... : ... *.,..:. ...:.................. . ? .. -�-- -,--:--,`-` . --:-- ". ..... --.,. . : - ... ::: . ...i - . 9........'.........,....'....,,, .. . . . -': : ... . .... .. ,;: . . . .. - .. %:.::*..'...,i::.*.-..; .. ... .. - - .. -I. I•:..<•:.:•:::.:..........."....,...... ... - .... ... - . ,.,., " .. ..'......... ....... . . . ........ ...'.. .. ... --�--5- ; ., ....: ..... .... .... . ... : : ii... . ...... I, :: : :,-*--,-`-`-""----*�-, . ...... ... .... X . :..::..;.� - ... ..- ----.-...--�-* ......'........... .."..'--i'...., ..,..,...,,......,,,,...%.,,,.*....,....,.�....".*.I : : .......-- - - ..... 1,......... : .. ... .. .....". + .. - .. ....'............I. .1 , N'.... ...: ... ....... ::: � . 11 1.1, il.. I ...... ..... : -;: I I III . :::!.: .......- I I . :.I.... I I .";,::.......,;,...�,.,:....,.,*,.:, '.. '. - ". " . : -�----,---------------------:w ` -, ... '.... ..::. : .. ... : ...... ....... ,''. .. ... I 11".".... .... . , , ' " ...... - - -,i- ... ' . - ''. - � : , , :, � .. .. , .., .. '.....*.... ... """ `--` I -.... ...'...... ..'...." ... I.- ...' -* .i:."..." ` a ..... .. ........... ....... ....... : .. . - .... ...'. ................. ----�---------" ;.-:,....::;...,:....I.. '- ......... - - .. .. .:; ................... .... - I .... . ...... � I ....., ...- ... :: .. .1. .. ...:,.. �...:;::. .. . . .... .1111 ... ::....: :.I I.I.I...... ll..",'..*-..'..'..'..%.-.'..".............".....",:.- .....'..'....'......'...'........'..'..., .:- ;, ....:.:: %..:%...:..... .I::::::::%.. --.II::-.:::: .:: . , . 111"111 , I.......: . I . ..... : ". -,.,�-�, , ... '. . , ...; :;:'<::% ... ........I.. .. ....... . . ...f........., - ...... I.I.-: - - ... x : ... 1".. " -X- ..... ix I .. .. :: , . :,:,-, -,-:-;-::..,. : ....: . :.. . . . .: :::+:-.-:---.-:.:. . I .... .. , ;r. -.'A i- Firi-.*N.:I , -I.,...% . . . 11. ... : . . �._. � .�,;. ... . .. . ,:::: .:,. - . . I .. . ..... . .: : .... , ..:.. : - . .. ... ...., ,% :.. .: . . ..+ - ..........'. .. : .... . ..:; ......... '.1 , .. .. ... - ... ..... ...... I.. . .. . . ........ .. I :7 ... . 11111.11.1 .... . . , ....... ��...%;..- .. 0 . ..... . -.. . . I'll, ". ...... I. , ..................I.... . . I + ---�- , . . . :,.: '.. . %. .;. : . . ,.: �iji]�i:�::. 1) 1. !,V,.. ,...." . .. I - : I, . . . . . . - - - .. - .: ... I..... - .1 : , ......1-11 ..' , -- . .. .... .. - ... .... .... - ...., : . . .. .. . - .. - .:. ......I... "....".1'.1-10:': ...., ... .... .... '. ': :: .�. : I . .... ... .. I. : : : x........ � ......... ...... - - - . .. ..... . -. :: .:: .........-...., -OW . . . . .,. .., -i -,--*:��i�. ....%...... ......... ..%'i:j... . . :: : 'I' , *.* .� . *-, - ovo At!-Appi 1. .. .. .. -.-.";,---.: ... . .,�: .... .. ... I , .... '.. :,..,*.. , :...... :-,.,-.-- .... ... . .. . � ............ . . .::-,-..--::%-..-w:.,-,: - ., . .. ,:: . ... --.:,-:....' ... . ::.-:;.--�-n, :6. :36f;finw,ji��Czibti , .. A�r . I !::.,. . ..: .: .,. .-� . . ".. , "....', -, ,-� �.,..:I�dial'.P.zr.mjt.j,t�tN..'.,.*,.-,-..,-.*�*,�o-, I I :,- -;x-.,.-.,. I *.' I . � I . . . --- . I . -- " . " t , � . � . , 1, ,� . I I - - . . . I , I I I f . .. t 0 4 , ,� . . - � � - � I � ��, 1, f. , . - � . . ., , -. 'If- S . ..4 -OL .� . W , - * , . -F � - ", i, , . " - - � . I•, ,I , , a " � , , - � . . � 1, � 4.11 * -� . . . , , , .�.- - . + � . - . . . , � i�'� , 1 7 1 . , " . .. , . , . , . " I . - . , - - '. - . I , - e I I - .-,. .* . . . , . , , . � . � . , , 't I . , - 4 t � F . �Y , -� � . - -I- � ., . " .", . - I . . . ,. . � �, I - I , . - . . � 14 . f ARC Standards 2/10/09 XII ARCHITECTURAL & LANDSCAPE COMMITTEE DESIGN REVIEW APPLICATION . f Together with this Design Review Application, Homeowners) have included a working retainer fee in the amount of Five Hundred Dollars, ($500.00) payable to the Parc La Quinta Homeowners Association along with Homeowner(s) schematic and design plans for the home., The plans have been prepared according to the most recent copy of the Architectural Landscape Committee (ARC) Standards. Homeowners) understand that they or their designer must follow the three steps of plan submittal stated below: S 1. Schematic Phase 2. Design Development 3. Construction Drawings , owners) understand that it will take no longer than Forty Five (45) days to complete a formal response to "0=crcomplete submittal presented to the ARC Committee. Initials of Homeowner(s):' Homeowner(s) understand that a deposit of Five Hundred Dollars, ($500.00), shall be made payable to The Parc La Quinta Homeowners Association for compliance purposes and that said deposit shall be returned to Homeowner upon Certificate of Occupancy TrXICIved by Homeowner(s) d py of said C.O delivered to the ARC. Signature,� Homeowner(s) >t%/?.}44� 71?��'D V,1,4 �2 �ni�%ft - Spe ddress Lot # /Tract # Mailing Add �r 91 Telephone Number (Daytime) Telephone Number (Evening) 5C'�I INlo7,.1�,(al s Gf�i✓DSA�Piir/� a�so1� Architectural Firm Contact Address s ZSr 3 2 Phone Number / Fax Number / email r yy3 5 2_ GA . 12, License Number / State ; V C COMMENTS: 4 F - Received By Date/time Deposit Received: (Amount) Type (Money Order or.Check) X Deposited: (Date) Number _ t, �� ,,�c�► • �/� J' 7�,,,,,� '„ age 43 of 45 /� C 4- i�0 Amerimax Exterior Home Products Alumawoodn Patio Cover, Carport and Commercial Structure Engineering 2012 IBC t ;PAGES DRAWING SECTION DESCRIPTION 2 PAGES GN01-2012 GENERAL NOTES - 4X GN02-2012 2 PAGES SC01-2012 SOLID PANEL STRUCTURAL CONFIGURATIONS SCO2-2012 ALUMAWOOD STRUCTURAL CONFIGURATIONS - - ' 4 PAGES LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES i r 4 PAGES LATTICE 2.0 POST SPACINGS. FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 115 MPH WIND AREAS FESS! 4 PAGES x LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN P. TNS yr HIGH WIND AREAS 4 PAGES LT01-2012 COMPONENT PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURES J 139 LT02-2012 LT03-2012 LT04-2012 F sTq IV1\ a �c p 2 PAGES SOLID COVER 4.0 'PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES' 4 C 0 013 10 PAGES SOLID COVER 51.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 115 MPH WIND AREAS 1 ; 10 PAGES - l SOLID COVER 6.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIALSTRUCTURES IN HIGH WIND AREAS, 4 PAGES NP01-2012 COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTS SS/p NP02-2012 Q�pFE ' - NP03-2012 =�,�1. �PU Fc NP04-2012' 9 PAGES CD01-2012 COMPONENT PARTS AND CONNECTION DETAILS CD02-2012 , y *1Si CD03-2012 I ' CD04-2012 CD05-2012. �/ CALSF CD06-2012 - OCT 02 2013 CD07-2012 CD08-2012 CD09-2012 f September 29, 2013 10 PAGES Misc1a-2012 MISCELLANEOUS DETAILS - _ Misc1 b=2012--"MISCELLANEOUS DETAILS'- Misc2-2012 FAN BEAM DETAILS v.. Misc3-2012 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES Misc4-2012 7.0 FOOTING AND SLAB ATTACHMENT TABLES ' -Misc5a-2012 7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS Misc5b-2012 7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS , Misc6-2012 7.0 FORCES ON EXISTING STRUCTURES Misc7-2012 STRUCTURAL PROPERTIES OF BEAMS, FASCIA, PANELS AND RAFTERS FOR USE BY DESIGN PROFESSIONALS Misc8-2012 CONCRETE SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS -• j t GENERAL NOTES: 1. DESIGNED IN ACCORDANCE WITH THE 2012 INTERNATIONAL BUILDING CODE. 2. ALUMINUM DESIGN IN ACCORDANCE WITH THE 2010 EDITION OF ALUMINUM ASSOCIATION'S SPECIFICATIONS AND CHAPTER 20 OF THE INTERNATIONAL BUILDING CODE. 3. DESIGN LOADINGS: Ct = 1.2, 1= 1.0, Ce = 1.0 (ALL EXPOSURES EXCEPT B AND C WHEN LOCATED TIGHT AMONG CONIFERS) GROUND SNOW LOAD DESIGN LOAD 10 PSF 10 PSF LIVE LOAD ONLY 20 PSF 20 PSF LIVE LOAD ONLY 25 PSF 21 PSF DESIGN ROOF SNOW LOAD 30 PSF - 25.2 PSF DESIGN ROOF SNOW LOAD 40 PSF 33.6 PSF DESIGN ROOF SNOW LOAD 60 PSF 50.4 PSF DESIGN ROOF SNOW LOAD FOR 0.25/12 < SLOPE < 1/12 WIND SPEEDS IN THE 2012 IBC ARE "ULTIMATE DESIGN WIND SPEED". ALL STRUCTURES DESCRIBED IN THIS REPORT ARE DESIGNED USING PRESSURES CALCULATED FROM "ULTIMATE DESIGN WIND SPEEDS" FOR RISK CATEGORY II. FOR ATTACHED STRUCTURES THE MAXIMUM MEAN ROOF HEIGHT OF THE EXISTING STRUCTURE IS 30'. Kzt WAS ASSUMED AS 1.0 FOR ALL WIND LOADS. SITE LOCATIONS REQUIRING HIGHER A HIGHER Kzt VALUE (ISOLATED HILLS, RIDGES, ESCARPMENTS) WILL REQUIRE HIGHER WIND LOADS AS PER ASCE7-10 SECTION 26.8 AND ARE OUTSIDE THE SCOPE OF THIS REPORT. NOTE: EXPOSURE B: SHALL APPLY WHEN THE GROUND SURFACE ROUGHNESS CATEGORY B (URBAN AND SUBURBAN AREAS, WOODED AREAS, OR OTHER TERRAIN W/ NUMEROUS CLOSELY SPACED OBSTRUCTIONS HAVING THE SIZE OF A SINGLE FAMILY DWELLING OR LARGER) PREVAILS IN THE UPWIND DIRECTION FOR A DISTANCE OF AT LEAST 1500 FT. EXPOSURE C: SHALL APPLY WHEN EXPOSURE B AND D (SMOOTH MUD FLATS, SALT FLATS, UNBROKEN ICE AND OTHER) DO NOT. SEISMIC LOADING MAXIMUM Ss = 150% SHOWN IN 2012 IBC FIGURE 1613.3.1 (1) Ss > 150% ARE NOT REQUIRED AS PER ASCE7-10 12.8.1.3 S1 NOT APPLICABLE TO THESE STRUCTURES SITE CLASS = D BASIC SEISMIC FORCE RESISTING SYSTEM POSTS EMBEDDED INTO FOOTINGS =ORDINARY STEEL MOMENT FRAME » R = 1.25 POSTS SURFACE MOUNTED = GENERIC SYSTEM» R=1.25 ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE THESE ROOFS ARE NOT SUBJECT TO MAINTENANCE WORKERS AND HAVE NOT BEEN EVALUATED FOR A CONCENTRATED 300 LBF LOAD. THE BASIS OF THE DESIGN FORCES ARE IN ACCORDANCE WITH THE BASIC LOAD COMBINATIONS DESCRIBED IN IBC SECTION 1605.3.1.1 AND NO FURTHER INCREASES ARE PERMITTED FOR PATIO COVERS RESISTING WIND OR SEISMIC FORCES. 4. THIS ENTIRE ENGINEERING PACKAGE IS NOT REQUIRED FOR MOST BUILDING PERMITS. SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE: a. GENERAL NOTES (2 PAGES) b. STRUCTURAL CONFIGURATIONS (1 OR 2 PAGES) c. RAFTER SPAN TABLES (FOR LATTICE STRUCTURES), PANEL SPAN TABLES FOR SOLID COVER STRUCTURES) OR BOTH (FOR COMBINATION STRUCTURES) ' d. HEADER POST SPACING, FOOTING SIZE AND POST TABLE FOR LIVE/SNOW AND WIND LOAD e. ALL APPROPRIATE DETAILS f. OTHER DOCUMENTATION REQUIRED BY LOCAL BUILDING AUTHORITY. 5. CONCRETE MIX: Fc=2500, 3000 OR 3500 PSI FOR 28 DAYS IN NEGLIGIBLE, MODERATE, AND SEVERE CONDITIONS AS SHOWN IN FIGURE 1904.2 OF THE 2012 IBC. PATIO STRUCTURES MAY BE ATTACHED TO CONCRETE SLAB WITHOUT FOOTINGS WHEN THE POST LOAD IS 750# OR LESS AND THE FROST DEPTH IS ZERO. CONCRETE SHALL BE A MINIMUM OF 3.5 INCHES THICK AND NO CRACKS WITHIN 2'-6" OF POSTS. POSTS SHALL BE SET BACK A MINIMUM OF 4 INCHES FROM EDGE OR EXPANSION JOINT OF A SLAB. 6. FOOTINGS HAVE BEEN DESIGNED FOR CLASS 5 SOIL AS PER TABLE 1806.2. ALLOWABLE FOUNDATION PRESSURE IS 1500 POUNDS PER SQUARE FOOT. LATERAL BEARING PRESSURE IS 100 PSF/FT AND IS DOUBLED PER IBC SECTION 1806.3.4. THESE DESIGN VALUES DO NOT APPLY TO MUD, ORGANIC SILTS, ORGANIC CLAYS, PEAT OR UNPREPARED FILLS AND MAY REQUIRE FURTHER SOIL INVESTIGATION. THE BUILDING OFFICIAL MAY ASSIGN A LOAD BEARING CAPACITY. UNITS IN SNOW/LIVE LOAD AREA OF 25 PSF OR LESS MAY BE BUILT ON 1000 PSF BEARING SOIL W/O ADDITIONAL ENGINEERING. MINIMUM FOOTING DEPTH IS THE LOCAL FROST DEPTH. 7. 20 PSF AND HIGHER LIVE LOAD STRUCTURES MAY BE USED AS COVERS FOR PARKING OF MOTOR VEHICLES. CARPORTS MUST HAVE AT LEAST TWO OPEN SIDES AND HAVE FLOOR SURFACES MADE OF APPROVED NONCOMBUSTIBLE MATERIAL OR ASPHALT. 8. AT LEAST ONE HORIZONTAL DIMENSION (PROJECTION OR WIDTH) OF COVER SHALL BE LESS THAN 30'. 9. ALL STEEL SHALL BE GALVANIZED ASTM A-653 G90, A123 G45 OR A153 B-3, PAINTED ASTM 5 OR USE AN APPROVED COATING COMPLYING WITH IBC SECTION 2203.2. 10. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS MAY BE USED. 30041-12 AL MAY BE SUBSTITUTED FOR 3004H3x. ICC ESR1398 (2012 IBC) 9/29/2013 Page 2 of 66 J 8 n m Amenlm4lm5ola)c-)28,12, US Hwy47 EXTERIOR HOME PRODUCTS Romoland, CA 92585 C1, CALIFS CMP IscAll: DRAWING OCT 02 2013 NONE NAMEARTGENERAL NOTES ENGINEERS STAMP DA 57 p� SHEET �,,,,,�,�,o GN01-2012 1 OF 2 GENERAL NOTES: (CONTINUED FROM SHEET NO. 1) 11. STEEL FASTENERS SHALL BE EITHER STAINLESS (3000 SERIES), GALVANIZED OR DOUBLE CADMIUM PLATED. BOLTS SHALL BE ASTM A-307 HOT DIPPED GLAVANIZED, MECHANICALLY GALVANIZED, ZINC ELECTROPLATED, ALUMINIZED OR 300 SERIES STAINLESS STEEL. CONCRETE ANCHOR BOLTS ARE SPECIFIED IN THE DETAILS. ALL WOOD SCREWS MUST COMPLY WITH ANSUASME STANDARD 818.6.1 AHD AND AF&PA NDS -05 11.1.4. ALL LAG SCREWS MUST COMPLY WITH ANSI/ASME 818.2.1 AND AF&PA NDS -0511.1.3. ALL STEEL WASHERS TO BE ASTM F844 W/ DIMENSIONS IN ACCORDANCE WITH ASME B18.22.1, TYPE A. ALL STEEL NUTS TO BE ASTM A563. THE MINIMUM WASHER DIAMETER SHALL BE 1" FOR BOLTED CONNECTIONS. SCREWS AND BOLTS WILL HAVE A MINIMUM EDGE DISTANCE OF 2X FASTENER DIAMETER. 12. EMBEDDED POST SURFACES SHALL BE CLEAN AND FREE FROM OILY SURFACES 13. HEADER SPLICES SHALL NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE THAN THE FIRST INTERIOR POST. (EXCEPT FOR FULL STRENGTH SPLICES) FULL STRENGTH SPLICES (DETAILS U, AND X) MAY BE LOCATED ANYWHERE. 14. ALL SELF DRILLING AND SELF TAPPING SCREWS MUST COMPLY TO ICC- ESR 1730, 2196 OR EQUIVALENT AND USE HEADS W/ DIAMETERS EQUAL TO #8 =-11", #10 ="" #12 = 'a" AND #14 = Z" OR STEEL WASHERS OF SIMILAR DIAMETER AND AS PER GENERAL NOTE #11 15. STRUCTURES MAY NOT BE ENCLOSED IN ANY MANNER WITHOUT ADDITIONAL ENGINEERING ANALYSIS OR APPROVAL OF THE LOCAL BUILDING AUTHORITY. 16. ALUMINUM SOLID ROOF PANELS ARE CLASS A FIRE RATED AS INDICATED BY THE EXCEPTION #2 IN IBC SECTION 1505.2. 17. STRUCTURES MAY BE ATTACHED TO EAVE OVERHANGS PER SCHEDULE. 18. WHERE ALUMINUM ALLOY PARTS ARE IN CONTACT WITH DISSIMILAR METALS (OTHER THAN STAINLESS, ALUMINIZED OR GALVANIZED STEEL) OR ABSORBENT BUILDING MATERIALS, LIKELY ( TO BE CONTINUOUSLY OR INTERMITTENTLY WET, THE FAYING SURFACES SHALL BE PAINTED OR OTHERWISE SEPARATED IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL PART I -A SECTION 6.7. 19. WHEN A SINGLE SPAN ATTACHED UNIT IS ATTACHED TO A WOODEN DECK, THE MAXIMUM DEAD LOAD + LIVE LOAD FROM THE.PATIO COVER IS 750 LBS AND THE POST SPACING SHALL NOT EXCEED THAT SPECIFIED FOR ATTACHING TO A CONCRETE SLAB. THE MAXIMUM CONNECTION UPLIFT LOAD IS 1162 LBS FOR 115 MPH EXP C WIND SPEED. CONNECTIONS ARE FOR MAXIMUM PATIO ROOF HEIGHTS OF 12 FT FROM GRADE. THE EXISTING DECK STRUCTURE MUST BE ADEQUATE TO SUSTAIN THESE ADDITIONAL LOADS. THE STRUCTURAL ADEQUACY OF THE DECK TO SAFELY SUSTAIN THESE ADDITIONAL LOADS WILL REQUIRE APPROVAL BY LOCAL BUILDING AUTHORITY OR ADDITIONAL ENGINEERING. SEE DETAIL L13, N12 OR AL. CONSTRUCTION OUTSIDE OF THESE PARAMETERS MAY REQUIRE ADDITIONAL ENGINEERING. �ICC ESR1398 (2012 IBC) 9/29/2013 20. All structures must comply with one of the following: a. All structures with a roof snow load of 30 psf or less may be built in Seismic Design Category (SDC) A -D up to the maximum Ss noted in General Note #3. b. Structures with flat roof design snow loads over 30 psf complying with IBC Section 1613.1 Exception #1 do not require additional seismic analysis. c. Structures not complying with (a) or (b) require additional engineering seismic analysis. }r: 21. DRIFTING SNOW IS ADDRESSED IN DETAIL M4. SLIDING SNOW IS BEYOND THE SCOPE OF THIS REPORT. 22. ALL MULTISPAN TABLES AND DETAILS ASSUME EQUAL SPANS WITHIN 20%. ALL SPECIFICATIONS MUST BE BASED ON LONGEST ACTUAL SPAN. 23. WOOD USED IN CONNECTIONS SHALL BE PROTECTED FROM WEATHER AS PER IBC SECTION 1403.2 (WALLS) AND/OR 1503 (ROOFS), WHICHEVER IS MORE APPROPRIATE. 24. AT LEAST ONE HORIZONTAL DIMENSION OF THE COVER (PROJECTION OR WIDTH) SHALL BE LESS THAN 30' GENERAL NOTES FOR LATTICE STRUCTURES: (PERTAINS TO LATTICE STRUCTURES ON DRAWINGS SCO2-2012 AND LT01-2012 THRU LT03-2012.) 1. SEE GENERAL NOTE #3 FOR LIVE AND SNOW LOADS. 2. NOTE INTENTIONALLY LEFT BLANK. v.-3, b`. 3. SINGLE SPAN ATTACHED LATTICE STRUCTURES THAT DO NOT USE DETAIL L29 MUST WITH TABLE L1 AND L2 ON SHEET M5. Page'3 of 66 ti- - DEC "013 u Al I Haw ma\ -k 28921 US Hwy 74 EXTERIOR HOME. PRODUCTS Romoland, CA 92585 OCT 02 2013 NONE �E GART ENERAL�NOTES ENGINEERS STAMP OR MBIER GN02-2012 sHE� OF 2 LENGTH VARIES ECTION LENGTH % OF PROD MIN. LENGTH Sc SEE SCHEDULE FOR MIN. EL JOINT NO OF #10 SM FASTENERS P� FASCIA HEADER NSTALL COLUMN VERTICAL PROVIDE 1 1/2• DRAIN PANEL AY OVERHANG 25% MAXMAX OHIWG OF CLEARSPAN 25% COL MAXIMUM SPACING PROVIDE 1 1/2” DRAIN �/ MIN 3.5' CONCRETE SLAB REQ'TY'� n W/ CONSTRAINED FOOTINGS MULTISPAN ATTACHED CIWTII NER—ED STRUCTURE PATI❑ COVERS ARE LIMITED TO 12' HEIGHT. CARPORTS AND COMMERCIAL STRUCTURES ARE LIMITED TO 15' HEIGHT. PROJECTION VARIES- "` -- LEN�G PROJECTION AQ1F SEE SCHEDULE FOR POSTS. ALL POSTS TO BE N. SLOPE 0.25 D FASCIA 100 ° OF MIN. IGTH FASCIA INSTALLED VERTICALLY. MAY HAVE MORE THAN 2 POSTS PER INTERMEDIATE BEAM). ( ) /FT. = END ATTACHMENT TD F CIA MULTISPAN FREESTANDING COVER PANEL MIN a' CONCRETE SLAB HEnADLEEYRER OVER PANEL CTUR OQE ' /00 m mPERMITTED V/0 A FmTMG MAY BE USED VHERE„P OVERRAN 4S? P T`\�1• F.C,.-�CjJ�A 2 SEE SCHEDULE G W W_ � i• f• a Q PROVIDE 1 1/ MIN 3.5' CONCRETE SLAB DRAIN REQ'D W/ CONSTRAINED .d MIN 3.5' CONCRETE SLAB REQ'D � FOOTINGS SEE SCHEDULE FOR -- - W/ CONSTRAINED FOOTINGS �g� SCHEDULE FOR 1NG SIZE SINGLE SPAN ATIACHFQ STRUG11ntF FOOTING SIZE •d• •d• !!9 SEE SCHEDULE FOR SIZE DETAIL AD OR N29 ONLY SINGLE SPM aTTACHED CAMMMED STRUCTURE • MAX. O'HANG 25% OF N ' POS-) SPACING EE EDULE x 00F C/j� POST SPACING FOR D MIN 3.5' CONCRETE SLAB R C 0�gg��D� ON 3/8.0 X 9• REBA`R'�V 6 W/ CONSTRAINED FOOTINGSEQ'D SEE SCHEDULE FOR SIZE DETAIL AQ OR N29 ONLY SINGLE SPAN FREESTANDING STRUCTURE LENGTH VARIES \ FOR POST SIZE SEE 0L POST SCHEDULES-) imm 'PROVIDE 1 1/2 _ _ —' 68139 MIN 3.51 CONCRETE Sl 019 W/ CONSTRAINED FOOTINGSEQ'D •d• SEE SCHEDULE FUR SIZE I I— � # 6;90-2015 PLACE 3/8.0 STL(RE-BAR) y DETAIL AQ OR N29 ONLY sT9 CIVi\. CAtl�r �;orEss�oy . EC 5 013 HEADER INTERNED 1AlE MAXIMUM •us r c� GJ, G �j �NSTALL lEm OVERHANG 2 VlRT1UCALLY� STLCOLTYP. SP CIA _ 8 3 n m 28921 US Hwy 74 RowDE 1 1/z' P= *. Romoland, CA 92585 DRAIN I 'tRd I 3 i EXTERIOR HOME PRODUCTS \Q NIN 3.5' CONCRETE SLAB REQ' •d ' ' •d• •d• (RE -BAR) BAR C1V � W/ CONSTRAINED FOOTINGS _ C��FO�DRAWN CMP SEE SCHEDULE FOR SIZE MULTISPAN ATTACHED STRUM DETAIL AQ OR N29 ONLY NONE OR PART SOLID PANEL STRUCTURAL ICC ESR1398 (2012 IBC) 9/29/2013 Pa e 4 of 66 OCT 02 2013 NAME CONFIGURATIONS 9 ENGINEERS STAMP OR P SHEET NUMBER SCO1-2012 1 OF 2 3'XB' ALUM HEADER 3'X8' STEEL C S: DOUBLE ALUM HEADER`C/Ip�, ; MULTTSPAN FREESTANDING � EAR SPAN) DOUBLE STEEL C BEAM LATTICE STRUCTURE TWO OR MORE., SPANS x6.625", 3"x8" OR 3'x3' ALUM. RAFTERS, LATTICE OVERHANG 36' MAX MAXIMUM24' MAX FOR 30 •' p1��� RAFTER LOAD OR HIGHER PSF SNOW OVERHANG �J�G�pF• �'� IS 25X OF j CLEARSPAN LATTICE OVERHANG „ 36' MAX SGQ 24' MAX FOR 30 y PSF SNOW LOOR 0- AD OR \ POST HT. HIGHER OF CLEAR SPAN STEEL"*C*EAM Bo a 1s G FOR BEAM WRAP DETAIL. P� pRO C�`sC� p /oTy Tq,�r o* .��y�5 DETAIL 'LIS'. ATTACHMENT TO MIN 4' / MIN 3.5' CONCRETE SLAB REQ' __,I CONCRETE SLAB W/O FOOTINGS / W/ CONSTRAINED FOOTINGS MAY BE USED WHERE PERMITTED/ SEE SCHEDULE FOR SIZE h SEE SCHEDULE J MIN 3.5' CONCRETE SLAB I L"-'/ DETAIL L29 ONLY �y "d° REQ'D W/ CONSTRAINED d1 J - FOOTINGS VA SEE SEE P / /LFJI 100% OF PROJECTION FASCIA / MIN' g 2'x6.625', 3'x8' OR -LAIR E SPAN ATTACHED f 3'x3' ALUM RAFTERS N LATTICE STRUCTURE ,` pp HIL R R . MAX COVER PANEL RAFTER OVERHANG LATTICE: Ott c� SPACPNGT W SEE DETAIL L3 9�J°U� y �66ti fy' PROVIDE 1 1/ p�SJL P Pti�S DRAIN ��MILNNCRETE SLABREQMIN W/ 3.51 CONCRTTE NED SLBS/�FOR-4--j ONSTRAINED FOOTINGS S O-PL•L.j SEE SCHEDULEFOOTINGSFOOTING SIZE"d" F a ti MULTISPAN UNITS PLACE 3/8 -.,OX 9° m REFER TO GENERAL SINGLE SPAN FREESTANDING-' 139 NOTE 22, LATTICE STRUCTURE SEE SCHEDULE FOR SIZE tit .6-30 15 ILL r DETAIL L29 ONLY TW TW TW TW TW TW TW QRpFESSIpN CAUFO �o PU . F: D C 5 13 O'HANGOVERHANGLAM I 8 m Io28921 US Hwy 74 {� 120151 it EXTERIOR HO ME PR OD U CTS Romoland, CA 92585 CIVIK ��Q 'CMP CAUF FREESTANDING STRUCTURE ATTACHED STRUCTURE NONE OR PARI UKAWING ALUMAWOOD STRUCTURAL t ICC ESR1398 (2012 IBC) 9/29/2013 Page e 5 of 66 OCT 02 2013 NAME CONFIGURATIONS TRIBUTARY WIDTH (TW) DIAGRAM ENGINEERS STAMP D OR PARR SCO2-2012 SHEET2 OF 2 LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES 0.024'x2"x6.625" Rafter Sin le S an n na9"v9•Ya a9a" R.fter /ci....le e.."..1 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C 1 psf) in 115 130 115 120 10 24" 8'-7" 8'-7" 8'-7" F -7 - LIVE 20" 10'4" 101-4" 10'-4" 10--o- 20 16" 12'-9" 12'-8" 12'-0" 111-4" LIVE 12" 15'-0" 14'4' 13'-11" 13'-3" 20. 24" 4'-4" 4'-4" 4'-4" 4'-4" LIVE 20" 5'-2" 5'-2" 5'-2" 5'-2" 30 16" 6'S" 6'-6" 6'-6" 6'S" -1.3 12" 8'-T' 8'-7" 1 8'-7" 1 8'-7" 25 24" 4'-2" 4'-2" 4'-2" 4'-2" 20" 4'-11" 4'-11" 4'-11" 4'-11" 60 16" 6'-2" 6!-2.W-2. 5'-2" 6'-2" 12" 8'-3" 8'-3"W-31. -3 6'-6" 8'-3" 30 24" 3'-5" 3'S" T-5" T-5" 20" 4'-2" 4'-2" 4'-2" 4'-2" 16" T-2" V-2" 5'-2" 5'-2" 12" 6'-10" 6'-10" 6'-10" V-10" 40 24" 2'-7" 2'-T' 2'-T' 2'-5- 20" 3'-1" 3'-1" 3'-1" 3'-1" 16" T-10" 3'-10" T-10" T-10" 12" 5'-2" 5'-2" 5'-2" 5.2 60 24" 1'-9" 1'-9" 1'-9" 1'-7" 1 20" 2'-1" 2'-1" 2'-1" 2'-1" 16" T-7" T-7" 2'-7" 2'-7" 12" T-5" T-5" 3'-5" 3'-5" IACLt 1.1 0.024"x2"x6.625" Rafter Mullis an Ground . Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C ps in 115 130 115 120 10 24" 6'-9" 6'-9" 6'-9" 6' -9 - LIVE 20" T-9" T-9" 7'-9" 7'-9" 20 16" 9'-1" 9'-1" 9'-1" 9,-1- LIVE 12" 11'-1" 11'-1" 11•-1" 11%1- 20 24" T-10" 3'-10" 3'-10" 3'-10" LIVE 20" 4'-6" 4'-6" 4'-6" 4'-6" 30 16" 5'-5" 5'-5" 5'-5" 5'-5" -1.3 12" 1 6'-9" 1 6'-9" 6'-9" 6'-9" 25 24" 3'-8" 3'-8" 3'-8" 3'-8" 20" 4'-3" 1 4'-3" 1 4'-3" 4'-3" 60 16" 5'-2" 5'-2" 5'-2" 5'-2" 12" 6'-6" 6'-6" 6'-6" 6'S" 30 24" 3'-1" T-1" T-1" T-1" 20" 1 3'-8" 3'-8" 3'-8" T-8" 16. 4'-5" 4'-5" 4'-5" 4'-5" 12" 5'$' 5'-8" 5'-8'1 '-8"412" 5--8-- 40 0 24" 2'-5" 2'-5" 2'S" 2'-5- 20* 2'-10" 2'-10" 2'40" 2'40" 16" 3'-6" 3'-6" 3'-6" 3'S" 12" 1 4'-5" 1 4'-5" 4'-5" 1 4'S" 60 24' 1'-7' V-7" V-7" 1'-7" 1 20" 1'-11" 1'-11" 1'-11" 1'-11" 16" 1 2'-5" 2'-5" 2'-5" 2'-5- 12' T-1" T-1" T-1" T-1" Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C p in 115 130 115 120 10 24" 14'$" 14'-8" 14'-2" 13'-6" LIVE 20" 16'-1" 16'-1" 15'-6" 14'40" 20 16" 17'-11" 17'-11" 17'4" 16'-6" LIVE 12" 20'-6" 20'-6" 19'-11" 19'-0" 20 24" 7'-5" T-5" 7'-5" 7'-5" LIVE 20" 8'-11" 8'-11" 8'-11" 8'-11" 30 16" 11'-1" 11•_1" 11•_1•• 11•_1•• -1.3 12" 14'-8" 14'-8" 14'-8" 14'-8"- 25 24" T-1" 7'-1" 7'-1'• T-1" 20" 8'S" 8 6 8'S" 8'S" 60 16" 10'-7" 10'-7' 10'-7" 10'-T' 12" 14'-0" 14'-0" 14'-0" 14'4" 30 24" 5'-11" 5'-11" V-11" 5'-11" 20" 7'-1" 7'-1" T-1" T-1" 16" 8'-10" 8'-10" 8'-10" 8'-10" 12" 11'-9" 11'-9" 11'-9" 11'-9" 40 24" 4'-5" 4'-5" 4'-5" 4'-5"- 20" 5'-4" 5'4' 5'-4" 5'-4" 16" 6'-8" 6'-8" 6'-8" 6'-8" 12" V-10" V-10" 1 8'40" 8'40" 60 24" 3'-0': 3'-0" T -O" 3'-0" . 20" 3'-T 3'-7" 3'-7" 3'-7" 16" 4'-5" 4'-5" 4'- 6._9.. 12" 5'-11" 5'-11" 5'-1 8'-11" n n39"v9"vR a2S" Reft6r rnn.an�.. m o 040"v9"vR R9Q" Rafter /Sinal. Q-1 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C ps (in) 115 130 115 120 10 24" 18•_2•• 18_2•• 18'-2•• 17•_7•• LIVE 20" 19'-10" 19'-10" 19'-7" 19'-0" 20 16" 22'-1" 21'-8" 21'-0" 20'-5" LIVE 12" 25'-3" 23'-8" 22'-11" 22'-3" 20 24" 111-311 11'-3" 11'-3" 11'-3" LIVE 20" 13'-5" 13'-5" 13'-5" 13'-5" 30 16" 15'-10" 15'-10" 15'-10" 15•-10" -1.3 12" 18'-2" 18•_2•• 18•_2•• 18•_2•• 25 24" 10'-8" 10'-8" 10'-8" 10•-8" 20" 12'-9•• 12•_9•• 12•_9•• ,12•_9•• 60 16" 15'-6" 15'S" 15'-6" 15'-6" 12" 17•_9" 17•_9• 17•_9" 17•_9•• 30 24" 8'-11" V-11" 8'-11" 8'-11" 20" 10'-8" 10'-8" 10'-8" 10'4' 16" 13'-4" 13'-4" 13'-4" 13'-4" 12" 16'-3" 16'-3" 16'3" 16'-3" 40 24" 6'-9" 6'-9" 6'-9" 6'-9" 20" 8'-1" 8'-1" 8'-1" 8'-1" 16" 10'-0" 10'-0" 10'-0" 10'-0" 12" 13'_4•• 13•-4•• 13'-4" 13•_4'• 60 24" 4'-6" 4'-6" 4'-6" 4'-6" . 20" 5'-5" 5'-5" 5'-5" 5'-5" 16" 6._9.. 6._9.. 6._9.. 6._9.. 12" 8'-11" 8'-11" 8'-11" 8'-11" 0.042"Y3"YR" Raftar Minnia Snnnl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C ps in 115 130 115 120 10 36" 16•_1. 16•_1 16.1" 15•_11 LIVE 32" 18'-1" 18'-1" 17'-9" 16'-11" 20 24" 21'-0" 21'-0" 20'-5" 19'-6" LIVE 16" 25'-4" 25'-4" 24'-9" 23'-8" 20 36' 8'-2" 8'-2" 8•-2" 8'-2" LIVE 32" 9'-2" 9'-2" 9'-2" 9'-2" 30 24" 12•_2•• 12•_2•• 12•_2•• 12•_2•• -1.3 16" 18'-1" 18'-1" 18'-1" 18'-1" 25 36" 7'-10" T-10" 7'-10" 7'-10" 32" 8'-9" 8'-9" 8'-9" 8•-9" 60 24" 11'-7" 11'-T' 11'-T' 11'-7" 16" 17•,3•• 17•_3•• 17'3" 17•_3•• 30 36" 6'-6" 6'-6" 6'-6" 6'-6" 32" 7'-4" T-4" T-4'• T-4" 24" 9._9.. 9._9" 9._9.1 9._9., 16" 14'-5" 14'-5" 14'-5" 14'-5" 40 36" 4'-11" 4'-11" 4'-11" 4'-11" 32' 5'-6" 5'-6" 5'-6" 5'-6" 24" 7'-0" 7'-4" 7'-4" 7'-4" 16" 10'-11" 10'-11" 10'-11" 10'-11" 60 36" 3'-3" 3'-3" 3'-3" 3'-3" 32" 3'-8" 3'-8" 3'-8" 3'-8" 24" 4'-11" 4'-11" 4'-11" 4'-11" 16' 7'-4" 7'-4" 7'-4" 7'-4'• 3•v3"Refter /n1R"..6. /ne. ae.... .. ... c....�..� Ground Rafter , Wind Speed and Exposure Snow Load Gauge Exp B Exp C s in 115 130 115 120 10 0.024" 12'-5" 12'S" 12'-5" 12'-5" LIVE 0.040" 20'-2" 18'-5" 17'-10" 17'-3" 20 0.024" 8'-5" 8'-5" 8'-5" 8' -5 - LIVE 0.040" 14'-10" 14'-10" 14'-10" 14'-10" 25 0.024" 8'-2" 8'-2" 8'-2" 8'-2" LIVE 0.040" 14'-6" 14'S" 14'-6" 14'S" 30 0.024" 7'4" T-4" 7'-4" 7'-4" -1.3 0.040" 13•_1•• 13•_1•• 13•_1•• 13•_1" 40 0.024" 6'-1" 6'-1" 6'-1" 6'-1" 0.040" 11•_2" 11•_2•• 11•_2•• 11'-2" 60 0.024" 4'-8" 4'-8'• 4'-8" 4'-8" 0.040" 8'-10" 8'-10" 8'-10" 8'-10" 5" 1" Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C s in 115 130 115 120 10 24" 10'-3" 10'-3" 10'-3" Amerimax Exterior Home Products LIVE 4'-5" 11•-7" 11'-7" 11'-T' 11'-7" 16" Lj 13'S" 13'S" 13'-5" 12" 28921 US Hwy 74 16'-0" 5-11' 16'-0" 20 24" 6'-1" 6'-1" 6'-1" 6'-1" LIVE 20" T-0" 7'-0" 7'-0" Romoland, CA 92585 (ABLE 1.2 8'-4" 8'-4" 8'-4" TABLE -1.3 12" 10'-3' TABLE 1.4 10'-3" 25 24" 5'-10" 5'-10" NOTE: RAFTERS MAY OVERHANG 25% OF THEIR CLEARSPAN Carl Putnam, P. E. 0.040"x2"x6.625" Rafter Multispan 6'-9" 6'-9" 0.042x3"x8" Rafter Mullis an 6'-9" 3441 Ivylink Place Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C s in 115 130 115 120 10 24" 10'-3" 10'-3" 10'-3" 10'-3" LIVE 20" 11•-7" 11'-7" 11'-T' 11'-7" 16" 13'-5" 13'S" 13'S" 13'-5" 12" 16'-0" 16'-0" 16'-0" 16'-0" 20 24" 6'-1" 6'-1" 6'-1" 6'-1" LIVE 20" T-0" 7'-0" 7'-0" 7'-0" 16" 8'-4" 8'-4" 8'-4" 8'-4" 12" 10'-3' 10'3" 10'-3" 10'-3" 25 24" 5'-10" 5'-10" 5'-10" 8'-2" 20" 6'-9" 6'-9" 6'-9" 6'-9" 16" 8'-0" 8'-0" 8'-0" 8'-0" 12" 9'-11" 9'-11" 9'-11" 9'-11" 30 24" 5'-0" 5'-0" 5'-0" 5'-0" 20" 5'-10" V-10" 5'-10" 5'-10- 16" 7'-0" 7'-0" T-0" T-0" 12" 8'-8" 8'-8" 8'-8" 8'-8" 40 24" T-11" 3'-11" 3'-11" 3'-11" 20" 4'-7" 4'-7" 4'-7" 4'-7" 16" 5'-7" 5'-7" 5'-7" 5'-7" 12" T-0" 7'-0" T-0" T-0" 60 24" 7-9" 2'-9" 2'-9" 2'-9- 20- 3'3" 3'-3" T-3" T-3" 16" 3'-11" T-11" 3'-11" 3'-11" 12" 5'-0" 5'-0" 5'-0" 5'-0" I At$Lt 1.ti ICC ESR1398 (2012 IBC) 9/29/2013 I AbLt 1./ Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C s in 115 130 115 120 10 24" 13'-9" 13'-9" 13'-9" 13'-9" LIVE 20" 15'-5" 15'-5" 15'-5" 15'-5" 16" 17'-9" 17'-9" 17•_9•• 17•_9•• 12" 20'-11" 20'-11" 20'-11" 20•-11" 20 24 8'S" 8'S" 8' G" 8:-6" LIVE .2 9'-9" 9'-9" 9.9'. 9.9•• 16" 11'-4" 11'-4". 11'4" 11'-4" 12" 13'-9" 13'-9" 13'-9" 13'-9" 25 24" 8'-2" 8'-2" 8'-2" 8'-2" 20" 9'-4" 91-4" 91-4" 9'-4" 16" 11'-0" 11'-0" 11'-0" 11'-0" 12" 13'-4" 13'-4" 13'-4" 13'-4" 30 24" T-1" T-1" T-1'• T-1" 20" 8'-2" 8'-2" 8'-2" 8'-2" 16" 9'-8" 9'-8" 9'-8" 9'-8" 12" 11'-10" 11'-10" 11'-10" 11'-10" 40 24" 5'-8" 5'-8" 5'-8" 5'-8" 20" 6'-T' 6'-7" 6'-7" 6'-7" 16" T-10" 7%10" T-10" T-10" 12" 9'-8" 9'-8" 91-8" 9' 8 60 24" 4'-0" 4'-0" 4'-0" 4'-0" 20" 4'-8" 4'-8" 4.8" 4'-8" 16" 5'-8" 5'-8" 5'-8" 5'-8" 12" 7'-1" T-1" T-1" T-1" TA9Lt 1.8 Page 6 of 66 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C s in 115 130 115 120 10 36" 11'-8" 11'-8" 11'$" 11'-8" LIVE 32" 12'-8" 12'-8" 12'-8" 12'-8" 24" 15'-4" 15•-4" 15'-4" 15'-4" 16" 19'-8" 19'-8" 19'-8" 191-8" 20 36" 6'-10" 6'-10" 6'-10" 6'-10" LIVE 32" T-6" T-6" 7'-6" .7'-6" 24" 9._5.. 9._5" 9._5.. 9'-5" 16" 12'-8" 12'-8" 12'-8" 12'-8" 25 36" 6'-7" 6'-7" 6'-7' 6'-T' 32" 7'3" 7'3" 7'-3" T-3" 24" 9._1.. 9._1.. 9._1" 9._1., 16" 12'-2" 12'-2" 12'-2" 12'-2" 30 36" 5'-8" 51-8" 51-8" 5'-8" 32" 6'3" 6'-3" 6'-3" 6'-3" 24" 7"-11" T-11" 7-11" 7-11" 16" 10•_9" 10•_9" 101_91. 10'-9•• 40 36" 4'-5" 4'-5" 4'-5" 4'-5- 32" 4'-10" 4'-10" 4'-10" 4'-10" 24" 6'3" 6'-3" 6'-3" 6'-3" 16" 8'-8" 8'-8" 8'-8" 8'-8" 60 36" T -O" T -O" T -O" 3'-0" 32" 3'S" 3'-5" 3'-5" 3'S" 24" 4'-5" 4'-5" 4'-5" 4'-5" 16" 6'-3" 6'-3" 6'-3" 6'3" I AbLt l.y Lynchburg, VA 24503 cariputnam(Mcomcast.net IACLt 1.5 ppES to. • A7_ • GIZ 681.39 yt W0-2015 sTq 10 F LIFC¢ DEC 0 013 •k OCT 02 2013 r LATTICE 1.0 -DOUBLE RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES (REQUIRES THE USE OF DETAIL L31 OR L32) 0.024'x2'x6.625' Rafter (Single Span) ` 0.032°x2"x6.625" Rafter (Sinole Snan1 n nen'„o•Va a9x" P.R., rc:. I, e.,. N Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C p (in) 130 140 150 170 10. .48" 8'7" 73" 6'-7" 5'-5" LIVE 40" 9'-0" 8'-2" 7'-5" 6'-2" }�_ 32' 10'-3" 9'-4" 8'S" 7'-2" 9 24" 12'-0" 11'-0" ' 9'-8" 7'-7" 20 48" 6'-6" 6'-6" 6'-6" 5'-5" LIVE 40' 7'-10" T-10" 7'-5" 6'-2" 32" 9'-4" 9'-4" 8'-0" T-2" ` 24" 10'-9" 10'-9" 9'-8" 7'-7- 25 ` 48' 6'-3" 6'-3" 6'-3" 5'-5" 40" 7'-5" T-5" T5" 6'-2" r 32" 9'-1" 9'-1" '8'-6" 7'-2" 24" 10'-0" 10'-6" 9'-0" 7'-7" 30 48" 5'-2" 5'-2" T-2" 5'-2" 40" 6'73" 6'-3" 6'-3" 6'-2" 32' 7-9" T-9" 7'-9" 7•-2" 24' 9'-7" 9'-T' 9'-7" 7%7- 40 48" T-11" T-11" 3•_11" 3'_11" 40" 4.$" • 4'-8" V-8" 4'-8" T 32" 5%10" 5.10" V-10" V-10" ='1 24" 1 T-9" T-9" T-9" . T-7" . 60 48" 2'-7" 2'-7" 2'-7" 2'-7• 40" T-1" T-1" T-1" 3'-1" 32" 1 T-11" T-11": 3'-11" T-11" 24" 5'-2" 1 T-2" T-2" 5'-2" Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C psf) (in) 130 140 150 170 10 48' 12'-4" 11'-4" 10'-5" 9--o- LIVE 40° 13'-0" 12'-5" 11'-6" 9'-11" }�_ 32' 15'-2" 13'-11" 12'-11" 114!-10" 11'-2" 9 24" 17"-5" 16'-0" 19'-1" 12'-11" 20 48° 107-6" 10'-6" 10'-5" 9'-0" LIVE 40" 11'-6" 11'-6" 1 V-6" 9'-11" 32' 12'-10" 12'-10" 12'-10" 11'-2" ` 24" 14'-9" 14'-9" 14'-9" 12'-11" 25 48' 10'-3" 10'-3" 10'-3" 9'-0" 40' 11'-2" 11'-2" 11'-2" T-11" r 32" 12'-6" 12'-6" 12'5" 11'-2" 24" ' 14'-5" 14'-5" 14'5" 12'-11" 30 48" 9'-4" 9'-4" 9'-4" 9'-0" 40" 10'-3". 10'-3" 10'-3" T-11" 32" 11'-5" 11'-5" 11'-5" 11'-2" 24" 13'-2" 13'-2" 13'-2" 12'-11" 40 48" 8'-1" 8'-1" 8'-1" 8'-1" 40" 8'-10" 8'-10" 8'-10" 8'-10" k 32" 9%11'., 7-11" 9'-11" 9'-11" 24' 11'-5" 11'-5" 11'-5" 11'-5" 60. 48" 6'-3" 6'-3" 6'-3" 6'-3" 40" T-3" T-3" 7'-3" 7'-3" 32" 8'-1" 8'-1" 8'-1" 8'-1" 24" 1 9'-4" 9.-4.. .9'-4" 9'-4" Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (p in) 130 140 150 170 10 48' 16'-1" 14'-11" 13'-10" 12'-1" LIVE 40" 17'-8" 16'-3" 15'-1" 13'-2" }�_ 32" 19'-3" 18'-2" 16'-10" 14'4" 9 24" 21'-0" 20'-0" 19'-1" 16'-10" 20 48' 13'-0" 13'- 13'-0" 12'-1" LIVE 40" 14'-2" 14'-2" 14'-2" 13'-2" 32' 15'-10" 15'-10" 15'-10" 14'-9" ` 24' 18'-2" 18'-2" 18'-2" 16'-10" 25 48" 12'-8" 12'-8" 12'-8" 12'-1" 40" 13'-10" 13'-10" 13'_10" 13'-2" r 32' 15'-6" 15'-6" 15'5" 14'-9" 24" 1 T-9" 17'-9" 17'-9" 16'-10" 30 48" 11'-7" 11'-7" 117' 11'-7" 40' 12'-8" 12'-8" 12'-8" 12••5•• 32' 14'-2" 14'-2" 14'-2" 14'-2" 24" 16'-3" 16'-3" 16'-3" 16'-3" 40 48" 10'-1" 101-1" 10'-1" 10'-1" 40' 11'-0" 11'-0" 11'-0" 11'-0" k 32" 12'-3" 12'-3" 12'-3" 12'-3" 24" 14'-2" 14'-2" 14'-2" 14'-2" 60 48" 8'4" 8'-3" 8'-3" 8'-3" 64" 8'-3" 8'-3" 8'-3" 8'-3" 32' 10'-1" 10'-1" 10'-1" 10--i- 24" 11'-7" 11'-7" 11'-T' 11'-T' 0 O49'43" A" Raftor Mi -1. Q-% Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (Ps (in) 130 140 150 170 10 72" 14'-7" 13'-5" . 12'-4" 10'-8" LIVE 64" 15'-6" 14'-3" 13'-2" 11'-5" }�_ 48" 17'-10" 16'-5" 15'-3" 13'-3" 9 32" 21'-8" 20'-0" 18'-6" 16'-1" 20 72' 12'-4" 12'-4" 12'-4" 10'-8" LIVE 64" 13'-0" 13'-0" 13'-0" 11'-5" 48' 15'-0" 15'-0" 15'-0" 13'-3" ` 32' 18'-3" 18'-3" 18'-3" 16'-1" 25 72" 12'-0" 12'-0" 12'-0" 10'-8" 64" 12'-9" 12'-9" 12'-9" 11'-5" r 48" 14'-8" 14'-8" 14'-8" 13'-3" 32' 17%10" 17'-10" 1T-10" 16--l- 30 .72" 11'-0" 11'-0" 11'-0" 101-8" 64" 11'-8" 11'-8" 11'-8" 11'-5" 48' 13'-5" 13'-5" 13'-5" 13'-3" 32' 16'-4" 16•_4•• 16•-4" 16'-1" 40 72' 9'-6" 9'-6" 9'-6" 9'-6" 64" 10'-1" 10'-1" 10'-1" 10%1" k 48' 11'-8" 11'-8" 11%8" 11'-8" 32" 14'-2" 14'-2" 14'-2" 14'-2" 60 72" T-9". T -9"T-9" 43" T-9" 64" 8'-3" 8'-3" 8'-3" 8'-3" 2"x3" 49" 49" 49" 49" 32' 11'-8" 11%8" 49" 49" Lattice Tuhec Ground Lattice Wind Speed and Exposure Snow Load Size Exposure C (p (in) 130 140 150 170 10 1.5' 72" 72" 72" 72" LIVE 2' 72" 72" 72" 72" }�_ 2"x3' 72" 72" 72" 72" 9 3" 72" 72" 72" 72" 20 1.5" 72" 72" 72" 72" LIVE 2' 71" 71" 71" 71" 2"x3" 72" 72" 72" 72" ` 3' 72" 72" 72" 72" 25, 1.5' 72" .72" 72" 72" 2" •69" 69" 69" 69" r 2'x3" 72" 72" 72" 72" 3" 72" 72" 72" 72" 30,E 1.5' 65" 65" 65" 65" 2" 62". 62" 62" 62" 2'x3" 72" 72" ' 72" 72" 3" 72" 72" 72" 72" 40'" 1-5" 55" 55"- 55" 561- 2" 52" 52" 52" 52" k 2"x3" 63" 63" 63" 63" 3" 65" 65" 65" 65" 60 48" 43" 43" 43" 43" 2' 39" 39" 39" 39" 2"x3" 49" 49" 49" 49" 24" ILA; 49" 49"' 49" 49" ^��� •<� I AULL 1.su TABLE 1.31 v ' TABLE 1.32 TABLE 1.3 NOTE: -THESE TABLES REQUIRE THE USE OF DETAIL L31 OR L32 Amerimax Exterior Home Produ 0.024"x2"x6.625" Rafter Muluspan) 0.032"x2"x6-625' Rafter Mulfis n) . Ground Rafter I. Wind Speed and Exposure Snow Load Spadng Exposure C (p in 130 140 150 170 10 48' 8'-1" -T-3" 6'-T' 5-5" LIVE_ 40' 9'-0" 8'-2" 7* -5" 6-2" }�_ 32" 10'-3" 9'-4" 8'-6" 7-2" 9 24" 12'-0" 11'-0" 9'-8" 7'-7" 20 48" 5'-5" 5'-5" 5'-5" 5'-5" LIVE 40" 6'-3" 6'-3" 6'-3" 6'-2" 32' T-4" T-4" T-4" T-2" ` 24' 8'-10" 8'-10" V-10" 7!-7" 25 48" 5'-3" T-3" T-3" 5'-T' 40" 6'-0" .6'-0" 6'-0" 6'-0" 32" 7'-1" 7'-1" T-1" T-1" 24" 8'-7" 8'-T' 8'-7" T-7" 30 48" 4'-6" 4'-6" 4!-6"W-6 T-10" 40' 5'-3" 5'-3" 5'-3" 5'-3- 32" 6'-2" 6'-2" 6'-2" 6'-2" 24" 1 7'-7" T-7" 1 7'-7" 7'-7' 40 48' 3'-7" 3'-7" 3'-7" T -T' 40" 1 4'-2" 4'-2" 4'-2" 4'-2" 32" 5'-0" T -O" 5'-0" 5'-0" 24" 6'-2" 6'-2" 6'-2" 6'-2" 60 48" 2'-6" 2'-6" 2'-6" 2'-6" 40" 2'-11" 2'-11" 2'-11" 2'-11" 32" 3'-7" T-7" 3'-7" 3'-T' 24" ILA; 4'-6" -_SH 1398 4'-6" 77DT. 4'-6" 7TRUTIMMIR. 4'-6" Ground Rafter I Wind Speed and Exposure Snow Load Spacing lExposureC. (p (in) 1 130 140 150 170 10 48" 12'-4" 11'-4" 10'-5" 9'-0" . LIVE 40' 13'-0" 12'-5" 11'-0" 9'-11" 32" 15'-2" 13'-11" 12'-11" 11'-2" 24" 17'-5" 16'-0" 14'-10" 12'-11" 20 48' 9'-0" 9'-0" 91-0" 9'-0" LIVE 40" 10'-0" 10'-0" 10'-0" 9'-11" 32' 11'4 11'-4" 111-4" 11'-2" ` 24" 13'-3" 13'-3" 13'-3" 12'-11" 25 48" 8'-8" 8'-8" 8'-8" 8'-8" 40' 9.-8" 9* -8" 9.-8" 91-8" 32" 11'-0' 11'-0" 11'-0" 11'-0" 24" 12'-11" 12'-11" 12'-11" 12'-11" 30 48" T-10" T-10" 770" T-10" 40" 8.-8" 8•-8" 8.-8" 8.-8" 32" 9'-11" 9'-11" 9-11" 9'-11" 24" 11'-8" 11'-8" 11'-8" 11--8- 40 48" 6'-6" 6'-6" 6'S" 6'•6" 40" 7'-4" 7'-4" 7'4' 7'4" 32" 8'4" 8'•4" 8'-4" 8'-4" 24" 9%11" 9'-11" 9'-11" 9%11" 60• 48' 4'-11" 4'-11" 4'-11" 4'-11" 40" 5'-7" 5'-7" 5'-7" 5'-7" 32" 6'-6" 6'-6", 6'-0" 6'-6" 24' T-10" 7'-10" T-10" T-10" TABLE 1.34 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C sf) in 130 • 140 . 150 170 10 48' 16-1" 14'-11" 13'-10" 12-1" LIVE 40" 17'-8" 16'-3" 15'-1" 13-2" 32" 19'-3" 18'-2" - 16'-10" -14'-9" 24" 21'-0" 20'-0" 19'-1", 16'-10" 20 48" 12'-0" 12'-0" 12'-0" 12'-0" LIVE . 40" 13'-2" 13'-2" 13'-2" 'IT -2" 32" 14'-10" 14'-10" 14'-10" 14'-9" ` 24' 17'-2" 17'-2" 17'-2" 16i-10" 25 48' 11'-8" 11'-8" 11'-8" 11'-8" 40' 12'-10" 12'-10" 12'-10" 12'-10" 32" 14'-5" 14'-5" 14'-5" 14'-5" 24" 16'4" 16'-9" 16'-9" 16'-9" 30 48" 10'-7" 167, 10'-7" 10'-7" 40" 11'-8" ,11'-8" 11'-8" 11-8" 32" 13'-2" 13'-2" 13'-2" 13'-2" 24'' 15'-3" 15'-3•' 15'-3" 15!-31- 5'-3"40 40 48" 9•-0" 9'-0" 9'-0" 9,-0,,- 40" 10'-0" 10'-0" 101-0" 10'-0" 32' 11'-3" 11'-3" 11'-3" 11'-3" 24" 13'-2" 13'-2" 13'-2" 13'-2" 60 48' 7'-2" 7'-2" 7'-2" 7'-2" 40' 7'-11" 7'-11`' 7'-11" 7'-11" 32" 9'-0" 9'-0" 9'-0" 9,-0,- '-0"24" 24" 10'-7" 10•_7• 10'47" 10'-7" Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C sf) (in) 130 140 150 170 10 72" 14'-7" 13'-5" 12'-4" 10'-8" LIVE 64' 15'-6" 14'-3" 13'-2" 11'-5" 48" 17'-10" 16'-5" 15'-3" 13'-3" 32' 21'-8" 20'-0" 18'-0" 16'-1" 20 72" 10'-8" 10'-8" 10'-8" 101-8" LIVE 64" 11'-4" 11'-4" 11'-4" .11'-4" 48" 13'-4" 13'-4" 13'-4" 13'-3" 32" 16'-7" 16'-7" 16'-7"' 16'-1" 25 72" 10'-4" 10'x" 10'4' 10'-4" 64" 11'-1" 11'-1" 11'-1" Q. 13'-0" 13'-0", 13'-0" 13'-0" 32" 16'-2" 16'-2" 16'-2" 30 72' 9'-3" 9'-3" 9'-3" 9'-3" 64" '9'-11" 9'-11" 9'-11" 9'-11" 48" 11'-9" 11'-9" 11'-9" 11'-9" 32" 14'-8" 14'-8" 14'-8" 14'-8" 40 72' 7'4' T_9" T-9" 7'-9" 64" 8'-4" 8'-4" 8'-4" 8'-4" 48' 9'-11" 9'-11" 9'-11" 9'-11" 32" 12'-7" 12'-7" 12•_7" 12'-T' 60 72' 6-11" 5'-11" 5'-11" 5'-11" 64" 6'-5" 6'-5" 6'-5" 6'-5" 48" T-9" 7'-9" T-9" T-9" 32' T-11" 1 9'-11" V-11" 9'-11" ray. a v. vv IABLt 1.35 . • IABLE 1.36 Romoland, CA 92585 Q OFE ►0 Pu . �. 3441 lvylink Place 2 Lynchburg, VA 24503 Carl uthI m Comcast net 68139 * '6-3 20 i sT9 VI a�P DEC 05 013 pQ -PU m 1 8 n. m / * 2015 CAL1F� I OCT 02 2013 LATTICE COVER 2.0 POST SPACINGS FOR PATIn ANo rnuuPRrml rnvcas Mnr2MIA1 MIUM ADCAt TABLE 2.1 0.0429(39x8" Box Beam Detail L1 Double 0.042'x3"x8" Detail L12 Double 0.040"x2"x6.625' Detail L12) TABLE 2.1 0.0429x3"x8" Box Beam Detail L1 Double 0.042"x3"x8" Detail L12 Double 0.040"x2"x6.625" Detail L12 20 single Freestanding or 27 Attached single Freestanding or A Attached Freestanding or 25 Attached SIn91e Freestanding or 3.5 Attached single Freestanding or 1 T Attached Single Freestanding or 23 24 span Sttachae Multispan Units 19.7" Span Strixo re Multispan Units 25 Structure Multispan Units 17'-0" A Span St-kno Multispan Units 25 Span Shucupe Multispan Units 4 Span SEucwre IMuttispan Units GROUND TRIG MAX POST MAX MAX POST LENGTH MAX 24 MAX POST LENGTH MAX 8 MAX POST LENGTH OROUND TRIG MAX POST MAX 27 MAX POST LENGTH MAX 21 MAX POST LENGTH MAX 2e MAX POST LENGTH SNOW WIDTH POST REDID DST POST MIN FOOTER 9 I 19 I 1Y POST MIN FooTER 8' I 19 I 12' POST 24 8' I 19 I IT SNOW WIDTH POST REO' POST MIN FOOTER F I t9 I 17 POST MIN FOOTER 9 I 10' I 12' POST 21 9 I 19 I 12 LOAD (FT) SPACING FOR SP POST SIZE CONSTRAINED FOOTE 3PACIN POS SIZE CONSTRAINED FOOTS SPACING JIM11INFOOTER SIZE CONSTRAINED FOOTE LOAD (FT) SPACING FOR SPACIN P09 SIZE CONSTRAINED FOOTS SPACIN POST 512E CONSTRAINED FOOTS SPACINGDE JNFOTER CONSTRAINED FOOTS(PSF) ON SLAB SLAB (FT) TYPE 'd' 'd' 'd' 'tl' (FT) TYPE 'd' 'd• 'd' 'd' (FT) "d• •d' 'd' 'd' (PSF) ON SLAB SLAB (FT) TYPE 'd' 'd" 'd' "d' (FT) TYPE 'd' "d' 'd' 'd' (FT) d' 'd' 'd' 'd'(FT)(m) MPH EXPOSURE R 26 (b) (N) (in) 8 Qn) (In) bn) Qn) 24 ( ) In115 (in) n.% () (FT) 11'3' (n) On) (In) (N) A Qn) () (In) Wn) 23 24 ('in)On) 10 3 276" A 74'-10" A 18 23 25 26 21'-1" A 20 25 27 ZB 18'-10' A 20 24 25 -26 LIVE 3.5 IV -S" A 1 T A 19 23 24 26 19.7" B 21 25 26 28 17'-0" A 20 23 25 2e 5'-191 4 1T -w A 12'6" A 19 23 24 25 18'S 8 21 25 26 27 10'-4" A 21 23 24 2e 16 4.5 15'-1" A 11' -Ir A 19 22 24 25 17'-3" B 22 24 26 27 /6'S B 21 23 24 25 20 5 13'-7• A 11'-2" A 20 22 23 25 1813" B 22 24 25 27 14'-T B 21 22 24 25 E 5.5 173" A 19-7- A 20 22 23 24 15'6• B 23 24 25 26 13'-191 8 22 22 24 25 Z-0' 6 11'3' A 19.1: A 20 22 23 24 1d' -1r B 23 23 25 26 13'-3' B 22 22 23 25 7* -7" 6.5 19S . A 9-7• A 20 21 23 24 14'-2" B 23 23 25 26 17-9" 8 22 22 23 24 17 7 916" A B'-2" A 21 21 23 24 13'S C 23 23 24 26 1Z-3• B 23 23 23 24 22 7.5 9-1• A 8'-10" A 21 21 22 24 13'-2" C 24 24 24 28 11'-9" B 23 23 23 24 8 8'6" A 9S" A 21 21 22 23 17-8" C 24 24 24 25 11'S 8 23 23 23 24 7 -SA 8.5 9-0" A 9.2' B 21 21 22 23 173" C 24 24 24 25 11'6" 8 23 23 23 24 x -T 9T6" 7'6' A T•191 8 21 21 22 23 11'-191 D 24 24 24 25 196"C C 24 24 24 24 ' 9.5 T-2" A T -T B 21 21 22 23 111-0" D 25 25 25 26 10'3" C 24 24 24 24 10 e' -r A T3" B 22 22 22 23 11'-7 D 25 25 25 25 19-Y C 24 24 24 24 11S-7 S•7 A V-11" 8 22 22 22 23 19.7" D 25 25 25 25 9-T D 24 24 24 24 12 5'6" A 6'6" B 22 22 22 23 10'-/' D 25 25 25 25 9.1' D 25 25 25 25 13 5'-7 A 8'-7 B 22 22 22 23 B' -T O 2B 28 26 28 96" D 26 2S 25 24 115 MPH EXPOSURE C or 13e MPH FYPOSi SRF R 103 3 276" A 14'-1r A 20 26 27 20 21'-1" A 23 28 29 31 19-10• A 22 26 27 2B LIVE 3.5 195" A 13'•8- A 21 25 27 28 19-7" B 24 27 29 30 1T6" A 23 25 27 28 5'-191 4 17'4' A 176" A 21 25 26 28 18'-3" B 24 27 28 30 18'3• A 23 25 27 28 16 4.5 1S-1- A 11'-191 A 22 24 26 27 1T3" B 25 26 28 29 16'S B 24 25 28 28 20 5 13'-7" A 11'-7 A 22 24 25 27 1813"B D 25 26 28 29 14'-T B 24 24 26 27 E 5.5 173" A 19-T A 22 24 25 27 166" B 25 28, 27 29 13'-10r B 24 24 28 27 Z-0' "e� 11'3• A,10'-1" 6'6" ' A 23 24 25 26 14'-tr B 26 20 27 29 13'-r B 25 25 25 27 7* -7" 6.5- 195' A 9-T A 23 23 25 20 /4'-7 B 28 20 27 28 12* -r B 25 25 23 27 17 7 916" A 9-2- A 23 23 25 26 13'6" C 28 28 27 28 1Z-3• 8 25 25 25 25 22 7.5 9.1• A 8'•10• A 23 23 24 2e 13'•7 C 27 27 27 28 11'6- B 26 26 26 26 88'6" 4'4" A 95• A 24 24 24 26 1Z6" C Z7 27 27 28 11'-6' B 26 26 26 26 7 -SA 8.5 9-0• A 8'-7 B 24 24 24 25 /Z3- C 27 27 27 Z7 11'-0" B 28 28 2e 25 x -T B 7'6' A r4cr B 24 24 24 25 11'•791 D 27 27 27 27 193' C 28 26 28 26 ' 9.5 7"-7 A T -T B 24 24 24 25 1116• D 28 28 28 28 10'3' C 27 27 27 27 1096• T6' A 73• 8 24 24 24 25 11'-7 D 28 28 28 28 19-1" C 27 27 27 27 11 S•7 A e'-11' B 24 24 24 25 19.7- 0 28 28 28 28 9-7' D 27 27 27 27 12 46' A e'6" B 25 26 25 25 19.1' D 2B 29 29 29 9.1" D 28 28 28 28 13 V-7 A 6'-2- B 25 25 25 25 B' -T D 29 2. 29 29 96' D 28 28 281 28 203 3 11'-191 A 193' A 18 1 22 23 24 15'-7 8 18 24 25 26 13'-7' B 18 22 24 25 LIVE 3.5 10'-7' A 9S" A 16 21 23 24 111. 8 19 23 25 26 12' 6• 8 18 22 23 24 5'-191 4 8'-11' A 8'6' A 17 21 22 24 13'-91 C 19 23 24 28 11'6' B 18 21 23 24 16 AS 7'-11" A F-1" B 17 21 22 23 17.2" C 20 22 24 25 1941' B 19 21 23 24 20 S T -1'A A T-7" B 17 20 22 23 11'6" D 20 22 24 25 10'-4' C 19 21 22 24 E 6.4 V.S. A T-1" B 17 20 21 23 10'-10" D 20 22 23 25 9.1r C 19 21 22 23 Z-0' 6 6'•11- A 6'6" 8 18 20 21 22 10'3' D 20 22 23 24 B'3• O 20 20 22 23 7* -7" 8.5 SS" A 6'3' B 18 20 21 22 9'-10- D 21 21 23 24 T-11- D 20 20 22 23 17 7 5'•1' A e'4" 8 18 20 21 22 9S' D 27 21 29 24 8'-T 0 20 20 21 23 22 7.5 d' -w A S-9' B 1B 19 21 22 9.1• D 21 21 23 24 93" D 20 20 21 23 8 4'4" A 6'6' B 18 .1 21 22 96" D 21 21 22 24 T-11' D 21 21 21 22 7 -SA 8.5 4'-7 A V-3 B /8 /9 20 22 8'S' D 21 21 22 23 7'-9" D 21 21 21 22 x -T 9 T-11' A S-0' B 78 10 20 22 S-1' D 21 21 22 23 TS D 21 21 21 22 9.5 3'•9" A 4'-191 B 18 19 21 22 "0' E 22 22 22 23 T-7 O 21 21 21 22 10 T6' A 4'6" B 1L.20' 21 22 T -T E 22 22 22 29 8'-11" D 21 21 27 22 11 3'-7 A 4'3' B 121 22 7'-1" E 22 22 22 23 e' -T 0 21 21 21 22 12 7.11' A 4'-r B 121 23 6'6" E 22 22 22 29 6'3' E 22 Z? 22 23 13 7S A 3'-0" C 122 2S 8'3• E 22 22 22 29 5'•11' E 22 22 22 29 ICC ESR1398 (2012 IBC) 9/29/2013 30 3 .V'VJVKt 8`-0" tl A 9'-1" 8 15 21 23 24 17-01 D 18 23 24 26 12'-1' C 17 22 23 24 6-2' 3.5 8'-10- A S-3" B 16 21 22 23 iZ5" D 1823 25 24 25 11'-2" 0 17 21 23 2 4 5'-191 4 6- '-0 A T -T B 16 20 22 23 IVR" D 18 22 24 25 19<" D 18 21 22 2a 16 4.8 5'3' A T-91 B 16 20 21 23 10'-9' 0 19 22 23 25 96" D 18 21 22 23 20 6 4'-191 A e'6' B 18 20 21 22 19-1" E 19 22 23 24 9-2" 0 18 20 22 23 E 5.5 V-4" A 61•1• C 17 20 21 22 9-T E 19 21 23 24 616" D 19 20 22 23 Z-0' 6 4'-0• A 5'-r C 17 18 21 22 B'-11 E 19 21 23 24 93" D 19 20 21 23 7* -7" 6.5 T -W A 5S' C 17 19 20 22 96' E 20 21 22 24 T-191 E 19 20 21 22 17 7 9'S" A 5'-Z' C 17 iB 20 22 S3' E 20 21 22 23 T6" E 19 20 21 22 22 7.5 T-7 A 4'-11" C - 17 18 20 21 T-11- E 20 21 22 23 T-3- E 19 19 21 22 8 Y-0" A a'6" D 1 .17 19 20 21 7'-7" E 20 20 22 23 T -o, E 20 20 21 22 7 -SA 8.6 7-10- A a'S- D 17 19 20 21 T3" E 20 20 22 23 B' -r E 20 20 21 22 x -T 9 76" A 4'-3" D 17 19 20 22 T-0" E 20 20 21 23 616" E 20 20 20 22 9.5 76" A d'-1' D 17 19 21 22 8'-9" E 21 21 21 23 8'3- E 20 20 21 22 116 MPH EXPOSURE C or 130 MPH EXPOSURE B 30 3 8'•0" A B'-1" B 17 23 25 28 13'6' D 20 25 27 28 1Y-1' C 19 23 26 26 6-2' 3.5 61-10,A B e'3" B 18 23 24 25 12'S D 20 25 28 28 11'-7 D 20 23 25 25 5'-191 4 8'-0" A T-7" B 18 22 24 26 11'.. D 21 24 26 27 IVR' D 20 23 24 28 16 4.5 5'3" A -0 T" B /8 22 23 25 6 10'" D 21 24 25 27 9-r 0 20 22 24 25 20 5 4'-1r A 6'6" B 18 22 23 24 19-1" E 21 24 25 26 9.7 D 21 22 24 25 E 6.6 4'3" A e'-1' C 78 21 23 24 9-T E 22 23 25 26 6 8'" 0 21 22 23 25 Z-0' 8 4'-0' A V -91C 1B 10 21 23 24 9.1" E 22 23 25 2B 8'3' D 21 22 23 25 7* -7" e.6 T-8" A SS" C 19 21 22 24 9.8" E 22 23 24 28 T-191 E 21 22 23 24 17 7 315" A 5'-7 C 10 21 22 23 8'3' E 22 2324 25 T -W E 22 22 23 24 22 7.5 T-2" A 4'-11" C 18 20 22 23 7'-11" E 23 23 24 25 7'-3' E 22 22 23 24 8 S-0" A 4'-a" D 19 20 22 23 T -T E 23 23 24 25 T-0' E 22 22 23 24 7 -SA 8.5 Z-10" A 4'S D 19 20 22 23 T3" E 23 23 Z4 25 6'-91 E 1 22 22 22 24 x -T 9 'Z-8' A 4'3" D 19 21 22 24 T-0" E 23 23 23 25 8'6' E 22 22 22 24 9.6 Y6' A 4'-1" D P 21 22 24 9-91 " E 23 29 1 23 25 8'-r E 23 23 23 24 Page 10 of 66 11'-T ' 115 MPH EXPOSURE B 24 26 10'-T D 17 22 40 3 6'-1" A T-7" B 16 20 22 23 18 3.5 6-2' A 6'•11" B 16 20 21 23 8'-1" 4 4'-0" A 6'3' B 15 20 21 22 22 4.6 4'-0" A 5'-191 C 15 18 21 . 22 19 5 Y-7" A 5'3" C 15 19 20 22 e'3' 5.5 3'•3" A 61-0• C 16 19 20 21 21 6 3'-0" A 4'6" 0 18 18 20 21 6.5 7-r A 4'S' D 18 18 20 21 0 7 Y -T A 4'•7 D 18 18 20 21 E 7.5 2-5" A 3'-11" D 10 18 20 21 E 8 7.3 A T-8" D 1B 1B 20 21 E 8.5 7.1' A Y-7" D 15 18 20 21 E B Z-0' A 3'S" D 18 1B 20 22 E 115 MPH EXPOSURE C SAW or 130 MPH EXPOSURE 22 B 40 3 6'-1" A 7* -7" B 1022 24 25 3.5 S-7 A e'-11" B 11 22 23 25 4 W-8" A 6113- B 17 21 23 24 4.5 4'-0" A 5'-191 C 17 21 23 24 5 3'-7" A 513" C 17 21 22 24 5.5 3* -3" A 6-0" C 17 21 22 23 8 3* -0' A 4'6" D 18 20 22 23 8.5 7-91 A 4'5' D 18 20 22 23 7 7-7- A 4--7 O 18 20 21 23 7S 7 -SA 3'-11" 0 18 20 22 23 8 1 7-3" A 3'-9' 1 D 1 18 20 22 23 8.5 7.1' A x -T D 18 20 22 23 9 7-0' A 3'S" D 18 21 22 24 Page 10 of 66 11'-T ' D 17 22 24 26 10'-T D 17 22 23 24 9-r E 17 21 23 24 9'-1" E 18 21 29 24 e' -T E 1B 21 22 24 8'-1" E 18 21 22 23 T -T' E 18 20 22 23 T-3" E 18 20 22 23 T.11" E 19 20 2123 22 V -r E 19 20 21 22 e'3' E 19 20 21 22 6'-0" E 19 20 21 22 5-191 F 19 19 21 22 11'-T 0 19 24 2e 27 19-7" 0 10 24 25 27 9'-r E 20 2326 9.1" E 20 23 26 e' -T E 20 23 4 28 S-1" E 20 22 4 26 T -T' E 21 22 4 25 T-3" E 21 22 W-11- E 21 22 2 8' r E 21 223" zl e'-0" E 21 2/' 6' E 21 21 SAW F 22 22 � 24 El DE 195" D 1621 22 24 9'-T D 17 21 22 23 5.10' D 17 20 22 23 8'3" D 17 20 21 23 7'-10• E 17 20 21 22 113" E 16 20 27 22 T-0" E 18 19 21 22 E 1B 1B 21 22 F -w. 18 iB 20 22 B' -t" E 18 19 TO 21 6'-10- E 19 19 20 21 S' E 19 19 20 21 E 19 19 20 22 02 2013 LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA; TABLE 3.5 16 Ga 3'x8" Steel C Beam (Detail 1-78) 12 Ga 3"x8" Steel C Beam Detail L18 Double 12 Ga 3"x8' Steel C Detail L8 W-11 Attached Single Freestanding orAttached 32 6ingte Freestanding or Attached single Freestanding or 35 35 Seen St -t- Multispan Units 3Z-3' Seen SbucWre Multispan Units seen sm hae Multispan Units GROUND TRIS MAX POST MAX 18-41" C MAIC POST LENGTH MAX 93 28 MAX POST LENGTH MAIC 36 MAX POST LENGTH SNOW WIDTH POST REO'D POST MIN FOOTER T I 17 I 18- POST MIN FOOTER 8' I 17 I 15' POST MIN FOOTER 8-1 17 -LOAD (FT) SPACING FOR I SPACING POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF SPACING POST 512E CONSTRAINED FOOTE (PSF) 6.5 ON SLAB SLAB (FT) TYPE -d" -d 'd 'd' (FT) TYPE 'd 'd' -d- 'd TYPE 'd 'd 'd 'd " 31 slr-r (FTI - 40 42 40 M) (n) (in) fm) 7 6•r Cm) (in) (in) fm ) I I D fn) M) M) Cm) 10 5 13'-T A W-11 C 32 32 34 ,POST .MIN COTE V I 17 I 18- 20'5" D 35 35 36 CONSTRAINED FOOTE SPACIN CONSTRAINED 3Z-3' E 38 38 38 fm) fm) M) M) LIVE 8-5 1Z4" . A 18-41" C 33 99 93 28 25.7" E 36 36 35 p,31 978-" E 39 40 39 94 ' 6 11'4' A 17'-17 D 39 33 39 27 24'-10" E 97 37 37 J31 3114- E 40 41 40 33 7.5 6.5 IGS A 18'-11" D 33 39 33 27 24'-Y E 97 97 37 " 31 slr-r F 40 42 40 33 7 6•r A 15.1' D 33 33 33 27 29'-T E 38 38 38 30' 20'A' F 41 42 41 33 - 7.5 -V-11 A 154- D 34 34 34 27 23'-1' E 99 30 39 �30 26.1- F 42 43. 42 33 8 8'4- •. A 14'-0' D 34 34 34 26 =-a, E 39 39 39 30 28'•5- F 42 44 - 2 34 ' ' a5 51" A 14'4- D 34 34 34 20 21'-9" E 39 39 39 .30 27'-11' F 49 44 9 34 9 T4- A 19'4' 'D 34 34 34 28 21'-T E 40 40 40 '90 274- F 43 45 3 1147 36 9.6 T -Y A tYC 0 34 34 34 28 20'-T F 40 40 40 .29 20'-10' F 44 4g 4 35 10 e'4" A 12'4' D 35 35 35 28 20'-0' F 41 41 41 >0 26W F - 44 40 4 35 105 8'S A 1Z-1- D 35 35 35 27 164' F 41 41 41 90 2T-0' F 45 40 5 3g 11 6'-2' A 11'•7 D 95 . SS 9b 16-1" F 41 .. a7 41 26'-T F q5 47 511.5 11.5 ' S-11' A 11'•1- D 35 35 35 18--T F 41 41. 41 25-Y F 46 '47 812 5'8-'A 107 D 9b 36 3318'-2' F 42 d2 42 24'-10- F 46 613 S -T - A 6-tr D 35 35 35 175' F 42 d2 62 24'-T F a7 ' 7 10 5 13'-T A 18'-17 B '33 33 34 ,POST .MIN COTE V I 17 I 18- Z7'S- 0 37 37, - 97 CONSTRAINED FOOTE SPACIN CONSTRAINED 31'-11' - E 39 38 39 fm) fm) M) M) LIVE 5.5 174" A 17.17 C 33 99 34 28 261-7 E 38 38 38 p,31 30'-11- -E 40 40 40 94 0.5 5 11.4- A 18'-11" C 34 34 34 27 20'-01 E 30 39 99 J31 964" 'E 41 41 41 33 7.5 r65 10'8- A 18--T D 34, 34 34 27 25.4' E 40 40 40 " 31 28'-2' • E , .42 42 42 33 7 64" A 158- D 34 34 34 27 24'-9• E 40 40 40 30' 28'4" F 42 • 42 42 33 - -7.5 . T-1- - A 14'-17 D 35 - 35 35 27 24'-T E 41 41 41 �30 27'-10' F 43 43. 43 33 8 -8.5 8'4" A 14'-3" 0 35' a5 35 26 294' E 42 -42 42 30 2741 F bd 44 - 44 34 ' 8.5 - V-7 A 15-r D . 95 35 a5 20 2Y -Y F 42 42 42 .30 28'4' F ai 44 dq 34 -9 T5" A 13'-3': D 38 - .36 39 28 22'-9' F - 43 43 43. '90 28'-T F 45 45 46 36 ,9.5 T-2" A 17-1r D 36 35 38 28 22'-T F 49 43 43 .29 25'-0- _ F 45 4g 45 35 10 e' -r A .12'-r D 38 38 38 28 21'5' F 49 43 - 43 >0 26'4'- F 46 40 - 48 35 ..10.5 6'5" A 17-1- 0 38 36 38 • 27 21--10- F 44 - 44 44 90 24'-11- F 48 40 d8 3g .11 V-7 A 11'-T .0. 36 36 35 27-F F 44 44 44 24.-r ' F 47 47 47 11.5 5'-11- A 11'-1- 0 38 38 38 16-r F 44 44 dd Z4' -T. F 47 '47 47 10 5 13'•7 A 1714" B 33 33 SS ,POST .MIN COTE V I 17 I 18- 24'-3" D 37 • 97 37 CONSTRAINED FOOTE SPACIN CONSTRAINED 30'-7• E 40 40 40 fm) fm) M) M) LIVE 5.5 174' A 18'-7' B S4 34 34 28 23'-8" .0 38 38 38 p,31 265- 'E• 41 41 41 94 0.5 • 0 .11'4" , A 15'-9" C 94 34 8-4. 27 2Y-17 O SB 99 99 J31 26'-17 /E 42 42 42 33 7.5 e 8.5 165" A 1SC C 95 . 35 35 27 21'-11"' E 39 39 _ 39 " 31 25-I' E 43 _ 43 43 33 7. 9'-r A . 14'4- C 35 35 35'. 27 21'-1" E 40 40 40. 30' 274- , E 43 43 43 33 - 7.6 W-11 A 15-r C 35- 35 35 27 20'4" E 40 40 40 �30 28'-r F 44 44 44 33 j a 8'd" A 13'-7 D _ 38 36 - 38 26 19'-V E 41 41 41 30 26'-Y F 45 45 ' 45 34 ' 8.5 e'-0- A 17-9" D SS 38 30 20 16.1" E 41 41 41 .30 25* -W F 45 45 45 34 9 7.4' A 17.3- D 38 38 38 28 18.4" E 41 41 41 '90 25'-2' ` ' . F 48 46 .46 36 9.5 T-2- A 11'-17 D 36 - 38 30 28 18'-0" E 42 42 ' 42 .29 24'-9" F 46 46 48 35 10 6'-0' A 11'5- 'D 97 37 37 28 175' E 42 42 42 >0 24'5' F 47 47 47 ' 35 105 6'8-' A 11'-1' D 37 37 37 27 1T-1- E 43 43 43 90 Z3'-11" F 48 48 48 3g 11 V-2" A 10'-r 0 37 37 97 18'-8' `E -43 43 43 23'4' F 48 48 48 TABLE 3.5 • 16 Ga 3'x8' Steel C Beam Detail 1-18 Attached single Freestanding or Span smmhae Multispan Units 12 Ga 3"x8" Steel C Beam Attached S *a seen su-hae (Detail L18 Double 12 Ga 3"x8" Steel C Detail L8) Freestanding or, Attached Single Freestanding or Multispan Unitsl• seen Shuature Multispan Units GROUND TRIB •MAX POST MAX MAX POST LENOTN MAX MAX POST LENGTH MAXI-MAX POST LENGTH SNOWWIDTH POST REDD ,POST .MIN COTE V I 17 I 18- POST MIN a I 17 1.16' POST 8- I /7 18- IOOTE(PSF) LOAD (FT) SPACING FOR SPACING POST .SIZE CONSTRAINED FOOTER SPACIN POST S� CONSTRAINED FOOTE SPACIN CONSTRAINED ON SLAB SLAB (FT) TYPE 'd 'd 'd 'd (FT) TYPE 'd -d , 'd' i d(FT) (Fn fm) fm) M) M) Cm `M) Cm) M) 30 5 4'-17 A 10'-8" E 22 24 26 28 19'-4" F 27 27 30 '32 20'5' F 30 30 S2 34 5.6' 5.5 4'4" A - 7-9' E 22 23 29 28 18'-2" F 28 28 20 p,31 25S G 31 31 32 94 0.5 6 4'-0" A 5.11' E 22 23 20 27 1T r F 28 26 29 J31 24'4' G 31 91 31 33 7.5 6.5 ` 8-5" A V-3" E 22 22 . 25 27 16'-S" • F ` 28 28 29 " 31 24'-0- G 92._ 32 32 33 7 8-5' A 7'-a- E 22 22 25 27 15'4" F 28 28 29 30' 23'-S" G 33 33 33 33 - 7.5 3'-Y A T -Y E 22 22 25 27 14'-11- F. 29 29 29 �30 2Z-11' G 33 33 33 33 8 31-T -A e'-9". E 22 22 24 26 14'4' �F 29 29 29 30 22'5" G 34 34 34 34 8.5 7.17 A 8'4" E 22 22 24 20 13'-9- F 28 29 29 .30 2Z-0' G 34 94 34 34 9 2'8-' A 6'-0" E Z! 22 24 28 IT -3- F 29 29 29 '90 21'-T G 94 94 94 36 9.5 7-e" A S'4" E 22 22 24 28 12'-r F. 29 29 29 .29 21'-2' G 35 35 95 35 10 75' A SS E 22 22 24 28 1Z4" F 30 30 36 >0 20'-10' G 95 35 35 35 10.5 2'-3- A - 5'-Y E 22 22 25 27 11'-11' F 30 30 30 90 20'4' G 30 30 36 3g 30 5 4'-10' A 10'5" E 25 25 29 31 18'-41 F 90 30 32 34 25.3' F 34 34 34 - 37 5.6' 5.5 4'4" A 9'-9" E 25 25 28 30 18'-T F 31 31 32 94 254" G 34 34 34 38 0.5 8 4'-0' A 8'-11". E 25 25 . 28 30 1T-3" F 31 31 31 34 24'-8" G 35 35 35 ' 36 7.5 6.5 3'4" A 8'-3" E 25 26 27 29 19'5" F 31 91 31 33 24'-0" G 38 38 38 36 7 9'8-' A - 7'-r E 25 25 27 29 155" F 32 32 32 33 23'8- G 38 38 38 36 - 7.5 T -T A T -Y E 'E 25 25 27 29 14'-11- F 32 32 32 39 27-11' G 37 37 97 37 8 3'-0- A 6'-r 25 25 28 28 14'4' F 32 32 32 32 22'5" G 37 37 97 37 8.5 2'-17 A 6'4' E 25 -25 29 28 13'-7 F 32 32 32 3 22'-0- G 38 98 38 - 38 9 2'8-" A 6'-7 E 25 25 26 28 13'-r F 93 33 33 5T 21'-7" . G 38 98 38 38 OVER- HANG 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 3.5 AND 3.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Post Description115. - TABLE 3.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (Fn ' 0.042"x3"x8" Aluminum Pos POST Code' Detail f� i (FT) - 8- 9' 16 11' 17 13' 14' 15 18' 17' 18' 16 20' 21' 22'. 6 4' 48-' 6' 5.6' r 0.S' T 75' a' as 9' 9.6' 10 1o.5- 11' . 1' 45' 6 5.6' 6' 6.5' ` T 7.6+ a' 8.5' 6 9.5 16 10.6 11' 11.5' Z S 65' a' 0.5 T 7.6 , 8- 8.57. 6 9.8- 16 10.5 11' 11.5' 17 3' 5.6' S 6.5 T 7.8- 5 8.5' 9' 9.5' 10' 10.5 11' 11.5 17 12.i- 4' 8- 65' T 7.5 8' 8.S 6 9.5' 16 . 108-' 11' 11.5' 17 125' 1T 5- 88-' T 7.5' 8' 8.5"•- '6 9.6' 10' 1D.5 11' 11.6 - 12' 126 13' 13.5' 113 F-1 I" A 165' D 37 37 - 97 E 49 43 49 25-Y F de 49 49 ` 12 5'8-' A 10'•7 D 37 37 37 15'-1/- E 49. 43 49 27.70' F. 49 49 40 GENERAL INSTRUCTIONS FOR THESE TABLES 1 CHOOSE FREESTANDING OR ATTACHED STR R TABLE 3.3 Post Requirements for Attached Single Span Structures 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 3.5 AND 3.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Post Description115. POST Detail Code 0.042"x3"x8" Aluminum Pos POST Code' Detail B L1 0.024"xWx3"Post With SideplatB B Ll l L24 Clover 0.030'x3'x3" MumC 8+' B Ll l Clover 0.040"x3"x3" AlumD d= 30" 12', 1-11 Colonial 0.062" ExtrudedE 3/16'x31x3" Steel Square d= 32" AE 0.041"x3"x3" Steel CloverF L21 3/16'x3"x31 Steel Square Lt t 0.041'x3"x3" Steel CloverG F L21 Lll 3/16'x3- x3' Steel SquareH 12'1" E L21 3/16"x31x3" Steel Square1 d= 41" 15'' L21 3/16'x4"x4" Steel SquareJ 3/16'x5"x5" Steel Square d= 46" L21 3/16"x5'x5'Steel SquareK L21 L21 TABLE 3.4 Post Requirements for (. FreestandingStructures or Multispan Attached Structures 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 3.5 AND 3.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Post Description. Maximum Footing Max Heigh' POST Code' Detail 0.041"x3"x3" Steel Clover d= 20" 9' B Ll l 0.041"x3'x3" Steel Clover d= 21" 8+' B Ll l 3/16"x3"x3' Steel Square d= 30" 12', C 121 3/16'x31x3" Steel Square d= 32" 8'. ' F L21 3/16'x3"x31 Steel Square d= 35" 15'; F L21 3/16"x3"x3' Steel Square d= 37" 12'1" E L21 3/16'x4"x4" Steel S uare d= 41" 15'' G • L21 3/16'x5"x5" Steel Square d= 46" 15' I L21 UCTU E 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 3.5 AND 3.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerlmax Exterior Home Products 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 3.4 28921 US Hwy 74 (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Romoland, CA 92585 USE 20PSF MIN) 10- USE THE APPROPRIATE DETAILS (Lt -1-29). DETAILS MAY REQUIRE POST TO UPGRADED. 4. CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS 11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET MISC5 Carl Putnam, P. E. ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN 3441 Ivylink Place S. DETERMINE TRIBUTARY WIDTH FROM TABLE 3.2 OR - SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 3.5 Lynchburg, VA 24503 CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING C carlputnam@comcastnel 6. CHOOSE A HEADER FROM TABLE 3.5 THAT HAS ADEQUATE SLAB 9. FOLLOW 9.11 FROM ABOVE POST SPACING. SLAB 10. FOR TWO POST STRUCTURES USETABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES T. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 3.5 - ICC ESR1398 (2012 IBC) 9/29/2013 Page 17 of 66 F' OCT 02 2013 ` r. LATTICE TUBES FESS10 L- 1.92' FOR 2' X 6 1/2' RAFTERS `{---3" L3 LA x1.5' e3' o/c FL� /V SEE TABLE 7.6 FOR 1 ( 2" 2'x2' e4' o/c �OQ .P'U REQUIRED FASTENERS 3'x3' e6' o/c DETAIL L4 L= 2.92' FOR 3' X 8' RAPTORS A18' YN 2'X3' e5' o/c 8139 LATTICE TWO #8 SMS EACH SIDE yE 01 * THREE #8 SMS EACH•SIDE FOR t=0.042' t=0.024', 3105 H24 3X8 RAFTERS IN 25 PSF 1 a• 0.032' or,ALUM ALLY s'j �� �P GROUND SNOW LOADS OR 140 �= °O 0.040' , 3. OF 11. �� MPH WIND AREAS 6 ^ coo �F 1 1/2' FOR 2 X RAFTERS 6063-T5 ALUM. ALLOY, 't'= 0.0781 EC 05 3 2 3/4' FOR 3 X RAFTERS _ L7 RAFTER HANGER #8 SCRE S W/ "0 WASHERS i, O RAFTER & SIDEPLATES SCREWS" N ER THAN LATTICE HEIGHT Lt HEADER L4 POST RAFTER LATTICE TO (3004-H34 ALUM. ALLOY) (3004-H34 ALUM. ALLOY) O 3 /LATTICE TUBE L6 1/4' BOLTS ASTM A307 SEE BELOW FOR QUANTITY x..� . ( 004-H34 ALUM. ALLOY) RAFTER CONN. -' FOUR #8 SMS RAFTER TO LATTICE P MDQ DOUBLE OR SINGLE HEADER 3'X8' STEEL C �j L %F CONTINUOUS 2"x6' OR 2x8' LU MN. RAFTER BEAM. BOLT LAYOUT X 7' 1 7 -CONNECTION DOUGLAS FIR LEDGER OR "DETAIL FOR SPLICED AND .BRACKETS PROVIDE SIMPSON STRONG NON—SPLICEO-41�, 6063T6 TIE MSTA36 (ICC ESR 2105) AT ATTACHMENT L8SEE TABLE ALUM ALLOY ' SPLICE LOCATION 3.00 BELOW FOR j t=0060' COVER W/ 0.019" ALUMINUM21 4' Citi SCHEDULE ti�( 0.72�1.56�0.72 1/SCREW2.5' KTT USED X 6 1/2' RARAFTERS BRACKET USED W/ 3'x8'O 14 SCREWW/ EMBED INTO WOOD 072 AND 3'x3' RAFTERS STEEL STUD SEE TABLE 7RAFTER P❑ST 7.5 COLUMN ANC4 DOUBLEFOR QUANTITY T 3.00 HEADER l D MIG RA TEER 0.28 31'56 HEADERS USE❑NE BRACKET SIRUCNRE 0.37PER HEADER 2— 1a x 1 072 _........... ...._...._......_.._.......... Req'd_... . __.._. Beam #of -- Type — — '1/4" bolts Allowable Trib Width Wtnd No. of #8 Screws Speed t (in) Header 2 3 4 5 115 rrph 0.040 Double 2x6 11.15' L12 EACH SIDE DETAIL L25 SEE GENERAL NOTE #19 AND Exp C 0.042 0.042"x3"x8" 6 W , 12' 15' 00, TABLES LI AND L2 ON SHEET TWO 3/8'x5' EMBEDMENT MS 0.042 Double 3x8 12' 15' U m 140 mph , 0.040 Double 2x6 9' 13' 15' MAX WIND SPEED IS 115 mph Exp C 0.042 0.042"xWx8" 5' T 9 12' #14 SHEET METAL SCREW 0.042 Double 3x8 ATTACHED STRUCTURE POST SEE GENERAL ��Q �¢ DRAM an BEJ/CP #14 Screws TO DECK FLOOR JOIST 170 r ph 0.040 Double 2x6 8' 12' 15' Component Parts &Connection Details For Exp C 0.042 0.042"x3"x8" 4' 6' 8' 11' Patio & Commercial Lattice Structures 0.042 Double 3x8 8' 13' 1 15' 140 rrph 16G nin 8" Steel C 15' Exp C 16G r in Double Steel C 15' 170 r ph 16G min 8" Steel C 11' 15' Exp C 16G r in Double Steel C 15' AND 3'x3' RAFTERS STEEL STUD SEE TABLE 7RAFTER P❑ST 7.5 COLUMN ANC4 DOUBLEFOR QUANTITY T 3.00 HEADER l D MIG RA TEER 0.28 31'56 HEADERS USE❑NE BRACKET SIRUCNRE 0.37PER HEADER 2— 1a x 1 072 _........... ...._...._......_.._.......... Req'd_... . __.._. Beam #of -- Type — — '1/4" bolts All C Beams "On Slab' . 4 16G Steel 3x8 4 12G Steel 3x8 8 Double 12G Steel 3x8 f' 8 (DETAIL L7) / SIDE L10TE—� RNATE RAFTER TO WALL CONN. I0.17 ALUM RAFTERS t = 0.030' ALUM = 0.040' ALUM : 0 0 = 0.041' STEEL SIX 1/4' LAG SCREWS OR STUD 2.5' #14 SCREWS W/ 2.5' OFPENEL1 1 3" ALTERNATE POST STUD W/ MIN SG RATION 0 05 L DOUBLE HEADER 0 ST (3105 H25 ALUM. ALLOY OR 0.040'X2'X6.625' A-653 y=40 KSI STEEL) R 0.042'x3'X8'3 '0.041'x3'x 1' MIN 3' X 8' ALUM STEEL POST RAFTER BRACKET FOUR #14 SMS 3' x 3' METAL POST DETAIL L7 L12 EACH SIDE DETAIL L25 SEE GENERAL NOTE #19 AND . 0 pt:ESS10 EIGHT' 014 SMS LATTICE NOTE #3 UNITS MUST COMPY WITH L13 —3' x 8' ALUM HEADER 01�!� u G7� 00, TABLES LI AND L2 ON SHEET TWO 3/8'x5' EMBEDMENT MS 2 V y w M .NOTE, SEE SHEET MISC50 OR MISC5b LAG SCREW W/ 1'0, ONE O O Otl EACH U m FOR MOMENT CONNECTION SPECS SIDE OF POST. L15 POST ALTERNATIVE FOR 8 MAX WIND SPEED IS 115 mph SLAB ATTACHMENT ONLY / * 015 * GLas FIR EXPOSURE C 28921 US Hwy 74 _menet: LUKBER JOIST OR HEADER #14 SHEET METAL SCREW CI ' EXTERIOR 'HOME PRODUCTS Romoland, CA 92585 ATTACHED STRUCTURE POST SEE GENERAL ��Q �¢ DRAM an BEJ/CP rrm. TO DECK FLOOR JOIST NOTE #23 MAXIMUM WIND C❑NDITI❑N IS CALIF . 170 MPH EXPOSURE C NTS Component Parts &Connection Details For OCT 02 2013 ICC ESR 1398 2012 IBC 9/29/2013 ( ) Page 18 of 66 Patio & Commercial Lattice Structures o�r<: Engineer's Stamp. LT01-2012 1 of 4 5.5" 1.575" —}-- 2.843' I 091--� 0.04lx3'x3' STEEL POST 0.875" N I 3/8' BOLTS W/ 1' DIA. 20 GA ASTM A653 GRADE 33 STEEL BRACKET x 3/32' THK. STL. WASHER FOUR #8 WOOD SCREWSINTO RAFTER AND TO 8' STEEL 'C' BEAM 2X FASCIA SEE TABLE 7.4 COLUMN 'N' ONE PER RAFTER FOR QUANTITY o FOR #14 SELF DRILLING o RAFTER COVERING IS A MAXIMUM SCREWS SEE TABLE 7.4 DETAIL "A" OF 3 PSF HEAVIER ROOF COVERING COLUMN 'L'. /2x DF WOOD SHALL REQUIRE ADDITIONAL 0.097" FASCIA ENGINEERING ANALYSIS 2"x WOOD FRAMING ALTERNATE 3' SQ POST CONNECTOR SEE DOUGLASFIR-LARCHI BRACKET (6063T6 ALUM) TB 1.0" IF DETAIL L29 IS NOT USED ATTACH SEE GENERAL NOTE #23 HANGER ' SIDE PLATES AS PER DETAIL L26 0.019'ALUMOR0.035" 0.750" VINYL COVER - T „r 3/8' BOLTS SEE TABLE 7.3 COLUMN 'H' L FASCIA FOR. QUANTITY SEETABLE 6 FOR MAXIMUM — OR #14 SELF DRILLING SCREWS ALUM�IFNUR FA — FAM91M aVERHANG SEE SEE TABLE 7.3 COLUMN 'G' IMULE SCHEDULE 0 RIGHT FOR QUANTITY ALTERNATE EAVE ATTACHMENT HEADER SPLICE MUST BE -1-L19 HEADER SPLICE DETAIL 2- 014 SMS o o CENTERED ON POST •3'x8' 12 (t=0.105') OR 16 GAUGE (t=0.059') STEEL C BEAM 0.042'x3'x8' BOX I Fy= 50 KSI BEAM WRAP 7.75' DETAIL Ll L' 18 12 and 16 GA 3'x8' STEEL C BEAM W/ 0.042'X3'X8' ALUM WRAP 3'-6' F 3'-6'p L21 3', 4', 5' OR 6' ASTM A500 GRADE B STEEL POST SEE GENERAL NOTE #9 FOR CORROSION PROTECTI❑N ICC ESR1398 (2012 IBC) 9/29/201 EXISTING DF FRAMED WALL 3.5' MIN "VJJJ-L1111.1111.1 2.5' MIN PENETRATION INTO WOOD FRAMING W/MIN SG=0.5 SEE ALLOWABLE DISTANCE TO FIRST RDW OF POSTS IN TABLE 7.7 EACHSIDE 3' X 8" HEADER o 0 2- 2' X 6 1/2" S1DEPlATES x 3• ONE EACH SIDE OF POST COLUMN Seal with permanently ' flexible g waterproof sealant CONTINUOUS 74" DOUGLAS FIR LEDGER OR PROVIDE SIMPSON STRONG TIE MSTA36 (ICC ESR 2105) AT SPLICE LOCATION 1.00'rlin, COVER W/0.019"ALUMINUM SEE GENERAL NOTE #23 1/4' Lag Screw ATTACH LATTICE COVER AS PER L7 Completely Seal with permanently flexible & waterproof sealant 1.00'Min.OLEDGER BOARD STUCCO ATTACHMENT DETAIL L22 WITH Synthetic Stucco or other non-structural covering' (1' max. thick) Sheathing Page 19 of 66 OCT 02 2013 Engineer's Stamp Live/snow Load RAFTER IMAX DISTANCE TO FIRST ROW OF POSTS "L" Solid Cover Wind SIZE EAVE OVERHANG (24" OIC) 6" 12" 18" 24" 30" 10 Psf J 2x4 25'-0' 20'-9' 17-0' T-1' 3'-8" Lattice= 135 Exp C 2x6 25-0' 25-0 25-0' 23'-10" 17"-1" " 2x8 25'-0' 25'-0' 254 26-0' 254 10 psf C 2x4 2644 19-3' 1V-6' 7'-1' 3'-8" Lattice= 140 Exp C 2x6 25'-0' 25'-0' 25-0' 27£ 16'-r - 2x8 25'4 25-0' 25-0' 25.0' 25-0' 20 psi 2x4 19'4 101J' 5'A 3'-0' 1'-0' Lattice=170 Eip C 2x6 19'-0' 19-0' 1T-1" 11'-9' 8'-4" t 2x8 iw-a 19'-0' 19'-0' 19'-0' 161-8" 25 psf'- 2x4 18'-0' 11'-3' V-4- T-8- V-9' Lattice=170 Exp C 2x6 18'-0' 181-0' 18'-0' 12'-10• 9'-1• 2x8 18'40' 18'-0' 18'-0' 18'-0' 18'-0' 30 psf 2x4 ir-a 9'-2' 5'-1" 2'-8" 0'-0" Lattice=170 Exp C 2x6 17'-0' 1T-0' 15-3" 10'4" T-1" 2x8 it -a 1T-0' 1T -O' 17"-0' 14'-8' 40 psi 2x4 14'-0' 6-7" 3'-4' V -V 9.0 lattice=170 Exp C 2x6 14'-0' 14'-0' 11'-0" T-2" 4'-7" 4 2x8 14'-0' 14'-0' 14'-0' 14'-0' 10'-3" 60 psi ' 2x4 94 4'-0" O'-0" a O'-0" Lattice=170 Exp C 2x6 9'-0' 91-0' 6'-9' 4'-0' 2'-1" I I 2x8 944 9'40' V-9 W -r V-10" 681 * 630-201 ` CIVIt F O. EC 201 01 28921 US Hwy 74 EXTERIOR. HOME PRODU s Romoland, CA 92585 %.om onent rurls 6c t,onnection wetalls NTS 17— n#in /L r—- ;.1 1 ..44:_- C4- ._4..-__ LT02-2012 2 of 4 2" z' " - 4-8 # SMS SI FOUR #14 SMS EACH SIDE FOR 140 MPH EXP 0.042"x3"x8" A„ EACH SIDE C SLAB ATTACHMENT AND UP TO d-26' HEADER SEE NOTE FOOTING, 0.024' 1 MIN 0.024' 0.024' NkOR 1/2 '0 GALVANIZED OR STAINLESS "B ,r STEEL HILTI KWIK BOLT TZ CONCRETE ANCHOR UCC ESR 1917) W/ 2' EMBED AND 1'0 WASHER OR EQUIVALENT 3'x8' HEADER CONNECTION + 2'X6' SIDEPLATES SEE SEE NOTEAND FOR DIMENSIONSNOTE FOR THICKNESS 6 5/8" SEE A-- 3"X 3" 2"X 6.625" 'A' AND 'B' REQUIREMENTS DETAIL—/)I ETAIL 6 5/8' L25 �5., rL9 POST IS]DEPLATES L26 I L26 ALUM. FOOTING ALUMINUM BRACKET FOR CONNECTING BRACKET FOUR- #14 SMS POST TO F❑❑TING OR 4' SLAB EACH SIDE, SPAC SS 3" (6063-T6 ALUM ALLOY) SINGLE SPAN ATTACHED UNITS ONLY bo.o:°, 0.4 I . O' PU.T�y Fy REQUIRES SIDEPLATES AS SHOWN IN°°•° ^ = G �� DETAIL L26 SLAB OR FOOT NG NOTE: SEE SHEET MISC5o, OR MISC5b FOR SPECS ON 6 1' 33 SQUARE COLUMNALTERNATE 1.5" 3"x3" ALUMINUM RAFTER MOMENT CONNECTION 47, * 6- 20 L(3004 -H34 ALUM. ALLOY) 3'X3' WITH SIDEPLATES L24 L30 RAFTER TWO #10 OR #14 SMS Lsr CIV 2' x 6.5' SIDEPLATES ATTACHMENT MAXIMUM FOOTING FOR T S 0 1 y (3004-H34 ALUM. ALLOY) J LATTICE HEADER DETAIL IS d=26' Lattice or Solid Panels Alun. Bracket (t = 0.06 DETAIL L9 Solid #8 SMS y •� 3' x 8' Header #1 I (0.042') FOUR #14 SMS EACH SIDE FO EACH HEADER I I I 3"x3" POST I I I I I I I I 0.042x3°x8° Alun. 6" MIN `— 3' x S' Header (0.042') `2' x 6' Side Plate 2" MIN #14 3'x8'H 3'x3" F 2x6.5" SIDEPLA• Live TOP MOUNT BRACKET Load Wind Speed OR SIDE MOUNT (psf) T0.21' STEEL Fy = 33 ksi 16" o/c 24"o7e 6° BRACKET IS 1.094' WIDE 27-8•• 15•-1011 140 mph Exp B SMS\� 6" 2X8 LEDGER Boum (0wq Fir) 23-s•• 19•10" ALUM ` SEE GENERAL "ERE /u 18'-10" 12'-r' RAFTER HANGER /14.1.3' eae°e 1B• -a•' 10'-101• 20 1 TDP 10(OlR4T /14x&5' tne" Live MAX "L" FOR TOP Load Wind Speed OR SIDE MOUNT (psf) and Exposure 16" o/c 24"o7e 10 130 mph Exp B 27-8•• 15•-1011 140 mph Exp B 22•-T• 15'•1" 115 mph Exp C 23-s•• 19•10" 130 mph Exp C 18'-10" 12'-r' 140 mph Exp C 1B• -a•' 10'-101• 20 1 140 mph Exp C I 12•-5•• 8••3•' 11 NOT ALLOWED IN SNOW LOAD AREAS L 2x SEE GENERAL NOTE #9 FOR rATrACHPER CORROSION PROTECTION 7.5 V MIN GAP BETWEEN EXISTING EAVE LEDGER AND ROOF FOR WOOD FRAMING DRAINAGE ALUM ALL HOUSE PENETRATIONS RAFTER MUST BE COMPLETELY AND #14X1.5" SCREWS QAC PERMANENTLY SEALED 6 PLACES �Q,- 0.125"x1.5"x1.5" STEEL G (Fy=33 KSI) "L" BRACKET 2" SPACING C� L27 ALTERNATIVE SPLICE FOR ATTACHED UNITS LZH BETWEEN SCREWSW—I"' CET MAXIMUM F❑❑TING SIZE IS d=26" EAVE ATTACHMENTEAVE OVERHANG AND 'L' MUST ALSO COMPLY WITH DETAIL L17 LED ICC ESR1398 (2012 IBC) 9/29/2013 Page 20 of 66 SEE SHAT M8 FOR STEEL POST REQUIRED SLAB FOR CONSTRAINED 3/8' x 9' STEEL FOOTINGS REBAR EMBEDDED AT 'B' DEPTH D D: D. d<33' B= 9' I� 8 • , d<46B=18D Q d<51' B=24' V p d yt OCT 02 2013 Engineer's Stomp 3" 9 •'D 4 L29 CONCRETE FOOTING d FREESTANDING OR ATTACHED STRUCTURE. COLUMN TO FOOTING CONNECTION DETAIL � eromm" 28921 US Hwy 74 EXTERIOR HOME PRODUCTS Romoland,CA 92585 NTS 12 merc structures 3 of 4