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PMT16-02307
City of Menifee Permit No.: PMT16-02307 29714 HAUN RD. Type: Residential Addition <A_CCELA> MENIFEE,CA 92586 MENIFEE Date Issued: 0711912016 PERMIT Site Address: 23722 BLACK CANYON DR,MENIFEE, Parcel Number: 351-223-003 CA 92587 Construction Cost: $2.000.00 Existing use: 1 &2 Family Residence Proposed Use: Description of INSTALL 10'x 19.5' LATTICE ALUMAWOOD PATIO COVER, NO ELECTRICAL Work: Owner Contractor FELIPE VAZQUEZ GILBERTO PORRAS CONS 23722 BLACK CANYON DRIVE 25317 SULTANCES ROAD MENIFEE,CA 92587 HOMELAND,CA 92548 Applicant Phone:9512886780 GILBERTO PORRAS License Number:866918 GILBERTO PORRAS CONS 25317 SULTANCES ROAD HOMELAND,CA 92548 Fee Description Amount Building Permit Issuance 1 _ 00 Deck/Patio, non-standard 1 133.00 GREEN FEE 1 1.00 SMIP RESIDENTIAL 1 1.00 General Plan Maintenance Fee-Building 1 6.65 $168.65 The issuance of this permit shall not prevent the building official from thereafter requiring the correction of errors in the plans and specifications or from preventing builiding operations being carried on thereunder when in violation of the Building Code or of any other ordinance of City of Menifee.Except as otherwise stated,a permit for construction under which no work is commenced within six months after issuance,or where the work commenced is suspended or abandoned for six months,shall expire,and fees paid shall be forfeited. AA_Bldg_Permit_Template.rpt Page 1 of 1 CITY OF MENIFEE LICENSED DECLARATION property who builds or improves thereon,and who contracts for the projects 1 hereby affirm under penalty of perjurythat I am under provisions of with a licensed contractor(s)pursuant to the Contractors State License Law). Chapter!)(commencing with section 7000)of Division 3 of the Business and o I am exempt from licensure under the Contractors State License Law for Professions Code and my license is in full force and effect. the following reason: License Class _Uc nse 1 ' By my signature below I acknowledge that,except for my personal residence Expires U�Signature in which I must have resided for at least one year prior to completion of WORKER'S COMPENSATION DECLARATION im provements covered by this permit.I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by o I hereby affirm under penalty of perjury one of the following declarations:I licensed contractors.I understand that a copy of the applicable law,Section have and will maintain a certificate of consent of self-insure for workers 7044 of the Business and Professions Code,Is available upon request when compensation,issued by the Director of Industrial Relations as provided for this application is submitted or at the following website: by Section 3700 of the Labor Code,for the performance of work for which www.leeinfo.ca.eov/calaw.html. this permit is issued. 7 `I o t Policy# '� ,1h7 fX) Date o I have and will maintain workers compensation insurance,as required by PROPERTY OWNER OR AUTHORIZED AGENT section 3700 of the Labor Code,for the performance of the work for which o By my signature below I certify to each of the following:I am the property this permit Is issued.My workers compensation insurance carrier and policy owner or authorized to act on the property owners behalf.I have read this number" application and the Information I have provided is correct I agree to comply Carrier ` with all applicable city and county ordinances and state laws relating C(JUW /� building construction.I authorize representatives of this city or county to Policy# Expires c-/ enter the above identified property for inspection purposes. (This section need not to be completed is the permit is far one-hundred Date dollars($100)or less PROPERTY OWNER OR AUTHORIZED AGENT o I certify that in the performance of the work for which this permit is issued, I shall not emolov any persons in any manner so as to become subject to the CITY BUSINESS LICENSE# workers compensate laws of California,and agree that H I should become HAZARDOUS MATERIAL DECLARATION subject to the wor rs ompensation provisions of Section 3700 of the Labor Code,I shal o h ith m I w'Frj�ose provisions. '/ �� / Will the applicant arfuture building occupant handle hazardous material ora tAYI/1 V ^ {� mixture containing a hazardous material equal to orgreater that the Applicant Date amounts specified on the Hazardous Materials Information Guide? WARNING:FAILUAE TO SECURE WORKER'S COMPENSATION COVERAGE IS ❑Yes ❑No UNLAWFUL,AND SHALL SUB1ECfAN EMPLOYER TO CRIMINAL PENALTIES Will the intended use of the building by the applicant or future building AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS($100,000),IN occupant require a permit far the construction or modification from South ADDITION TO THE COST OF COMPENSATION,DAMAGES AS PROVIDED FOR Coast Air Quality Management District(SCAQMD)?See permitting checklist IN SECTION 3705 OF THE LABOR CODE,INTEREST,AND ATTORNEYS FEES forguideltnes CONSTRUCTION LENDING AGENCY ' o Yes ❑No I hereby affirm that under the penalty of perjury there is a construction Will the proposed building or modified facility be within 1000 feet of the lending agency for the performance of the work which this permit is issued outer boundary of a school? (Section 3097 Civil Code) o Yes o No OWNER BUILDER DECLARATIONS I have read the Hazardous Material Information Guide and the SCAQMD I hereby affirm under penalty of perjurythat 1 am exempt from the permitting checklist I understand my requirements under the State of Contractors License Law for the reason(s)indicated below by the California Health&Safety Code,Section 25505 and 25534 concerning hazardous material reporting. checkmark(s)I have placed next to the applicable item(s)(Section 7031.5 oYes o No Business and Professions Code).Any city or county that requires a permit to Date construct,alter,Improve,demolish or repair any structure,prior to its PROPERTY OWNER OR AUTHORIZED AGENT issuance,also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors State EPA RENOVATION,REPAIR AND PAINTING IRRPI License Law(Chapter 9(commencing with Section 7000)of Division 3 of the The EPA Renovation,Repair and Painting(RRP)Rule requires contractors Business and Professions Code)or that he or she is exempt from licensure receiving compensation for most work that disturbs paint in a pre-1978 and the basis for the alleged exemption.Any violation of Section 7031.5 by residence or childcare facility to be RRP-certified firms and comply with an Applicant for a permit subjects the applicant to a civil penalty of not more required prodices.This includes rental property owners and property than($500). managers who do the paint-disturbing work themselves or through their ❑I,as owner of the property,or my employee with wages as their sole employees.For more information about EPA's Renovation Program visit: compensation,will do( )all of or( )portion of the work,and the structure is www.eoa.eov/lead or contact the National Lead Information Center at not intended or offered for sale.(Section 7044,Business and Professions 1-800-024-LEAD(5323). Code;The Contractors State License Law does not apply to an owner of a o An EPA Lead-Safe Certified Renovator will be responsible for this project property who,through employees'or personal effort,builds or improves the property provided that the improvements are not intended or offered for Certified Firm Name: sale.If,however,the building or improvement is sold within one year of Firm Certification No: completion,the Owner-Builder will have the burden of proving that it was not built or improved for the purpose of sale. o No EPA Lead-Safe Certified Firm is required for this project because: o I,as owner of the property am exclusively contracting with licensed contractors to construct the project(Section 7044,Business and Professions Code:The Contractors State License Law does not apply to an owner of a If your project does not comply with EPA RRP rule please fill out the RRP Acknowledgement. BUILDING & SAFETY PERMIT/PLAN CHECK APPLICATION i Menifee DATE V 1I PERMIT/PLAN CHECK NUMBER Meni ee I n9 atet Dept. TYPE: O COMMERCIAL RESIDENTIAL O MULTI-FAMILY O MOBILE HOME O POOL/SPA O SIGN SUBTYPE: O ADDITION O ALTERATION O DEMOLITION O ELECFRICAL O MECHANICALJUL 9 16 ,ZeNEWn O PLLUMMBING ORE-ROOF-NUMBER FSQUARES DESCRIPTION OF WORK -AEU p 0 PROJECTADDRESS /aC� l ��� ���1f �I�YyI ��'•� J'�--' '� ASSESSOR'S PARCEL NUMBER LLOOTT-7 TRACT OWNER NAME C 1, ADDRESS PHONE J%Z10 )� V EMAIL a, CV.�(31�° vim'(,I�. APPLICANT NAME ADDRESS an b PHONE J� � / /V EMAIL C i l e �� E`.'/ CONTRACTOR'S NAME' G •I ) OWNER BUILDER? O YES ONO BUSINESS NAME( � ) 1 (�Z� r� } /�/�/�S /� ADDRESS 7-J�� J/-1\ \ v �' l]A ,�-��y�.�yy�� yyy�yy�Y����a PHONE IK O � EMAIL �� �\ lJ�o(XJ U o 47`1 •�V CONTRACTOR'S STATE LIC NUMBER O //le LICENSE CLASSIFICATION ( ZaA YJG VALUATION$ Q (/ ` OFT / , C L SQ FT APPLICANT'S SIGNATURE DATE '1 1. DEPARTMENT DISTRIBUTION CITY OF MENIFEE BUSINESS LICENSE NUMBER BUILDING PLANNING ENGINEERING FIRE I GREEN SMIP INVOICE PAID AMOUNT rAN Ilo�j.lDS ,� O CASH OCHECKM OCREDIT CARD VISA/MC CHECKFEES PAIDAMOUNT OCASH OCHECK# 0CREDITCARD VISA/MC LDER VERIFIED O YES O NO DL NUMBER NOTARIZED LETTER O YES O NO City of Menifee Building&Safety Department 29714 Houn Rd. Menifee, CA 92586 951-672-6777 www.cityofinenifee.us inspection Request Line 951-246-6213 it Menifee: LEDGER & TRACK Building y & Safe Y gept. INSPECTION REQUIRED CL JUL 19 2015 O Receiv d U W i U U. _ U. O \V 8 CITY OF MENIFEE BUILDING AND SAFETY DEPARTMENT PLAN APPROVAL REVIEWED BY DATE 'Approval of these plans shall not be construed tobea permit for,or an approval of,any violation of any provisions of the fekral,state or city regulations and ordinances. This set of approved ph ins must be kept on the jobsite until completion. _ i 4ry Amerimax Exterior Home Products AlumawoodTM Patio Cover,Carport and Commercial Structure Engineering 2012 IBC 3 PAGES DRAWING SECTION DESCRIPTION City of Menifee >- 2 PAGES GN01-2012 GENERAL NOTES Building & Safety Dept: C. GN02-2012 .EDGER $r TRACK O 2 PAGES SC01-2012 SOLID PANEL STRUCTURAL CONFIGURATIONS JUL 19 2016 INSPECTION REQUIRED � SCO2-2012 ALUMAWOOD STRUCTURAL CONFIGURATIONS 4 PAGES R�ry LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES Received 0 4 PAGES LATTICE 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 115 MPH WIND AREAS 4 PAGES LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS 4 PAGES LT01-2012 COMPONENT PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURES LT02-2012 LT03-2012 LT04-2012 2 PAGES SOLID COVER 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES 10 PAGES SOLID COVER 5.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 115 MPH WIND AREAS 10 PAGES SOLID COVER 6.0 POST SPACINGS FOR LATTICE PATI9 MFF NAMFAERCIAL STRUCTURES IN HIGH WIND A EAS BUILDING AND SAFETY DEPARTMENT F, 4 PAGES NP01-2012 COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTS pp1s85/0 NP02-2012 PLAN APPROVAL Q¢ NP03-2012 SS 84 Fes' �17 NP04-2012 �� PUTN�Giy� ". C �%y • Ii�`' /� Q GQ �! �P 'U m 9 PAGES CD01-2012 COMPONENT PARTS AND CONNECTION DETAFL`S"IEWED BY v` CD02-2012 81 CD03-2012 D(P. 012 7 CD04-2012 CD05-2012 Approval of these plans shall not be construed to be a permit ,or sr CIVIL CAt CD06-2012 approval of,any violation of any provisions of the federal,state o ity CALF OCT 02 2013 CD07-2012 regulations and ordinances. This set of approved plans must be kep on nth 2015 CD09-2012 10 PAGES Miscla-2012 MISCELLANEOUS DETAILS September 29,2013 Misclb-2012 MISCELLANEOUS DETAILS Misc2-2012 FAN BEAM DETAILS 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 ♦°♦♦�M P�ffb PLPUTjv ems♦ P -ey OF MICHI(,A L CIVt -I �`°° 01I . G: Ek3Lc.z�s �� :............ ✓ y�ONP FN �?�STF9 �.`° p FFSS. 40'.. 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All structures must comply with one of the following: (CONTINUED FROM SHEET NO. 1) 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. 11.STEEL FASTENERS SHALL BE EITHER STAINLESS(3000 SERIES),GALVANIZED OR DOUBLE b. Structures with flat roof design snow loads over 30 psf complying with IBC Section 1613.1 CADMIUM PLATED. BOLTS SHALL BE ASTM A-307 HOT DIPPED GALVANIZED,MECHANICALLY Exception#1 do not require additional seismic analysis. GALVANIZED,ZINC ELECTROPLATED,ALUMINIZED OR 300 SERIES STAINLESS STEEL. CONCRETE c. Structures not complying with(a)or(b)require additional engineering seismic analysis. ANCHOR BOLTS ARE SPECIFIED IN THE DETAILS. ALL WOOD SCREWS MUST COMPLY WITH ANSI/ASME STANDARD B18.6.1 AHD AND AF&PA NDS-0511.1.4. ALL LAG SCREWS MUST COMPLY 21. DRIFTING SNOW IS ADDRESSED IN DETAIL M4. SLIDING SNOW IS BEYOND THE SCOPE OF THIS WITH ANSI/ASME B18.2.1 AND AF&PA NDS-0511.1.3. ALL STEEL WASHERS TO BE ASTM F844 W/ REPORT. 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 22• ALL MULTISPAN TABLES AND DETAILS ASSUME EQUAL SPANS WITHIN 20%. ALL WILL HAVE A MINIMUM EDGE DISTANCE OF 2X FASTENER DIAMETER, SPECIFICATIONS MUST BE BASED ON LONGESTACTUAL SPAN. 12.EMBEDDED POST SURFACES SHALL BE CLEAN AND FREE FROM OILY SURFACES. 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. 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 24. AT LEAST ONE HORIZONTAL DIMENSION OF THE COVER(PROJECTION OR WIDTH)SHALL BE (DETAILS U,AND X)MAY BE LOCATED ANYWHERE. LESS THAN 30' 14. ALL SELF DRILLING AND SELF TAPPING SCREWS MUST COMPLY TO ICC-ESR 1730,2196 OR GENERAL NOTES FOR LATTICE STRUCTURES: EQUIVALENT AND USE HEADS W/DIAMETERS EQUAL TO #8=t6",#10=e",#12=B"AND#14=}"OR (PERTAINS TO LATTICE STRUCTURES ON DRAWINGS SCO2-2012 AND LT01-2012 THRU LT03-2012.) STEEL WASHERS OF SIMILAR DIAMETER AND AS PER GENERAL NOTE#11 1. SEE GENERAL NOTE#3 FOR LIVE AND SNOW LOADS. 15. STRUCTURES MAY NOT BE ENCLOSED IN ANY MANNER WITHOUT ADDITIONAL ENGINEERING 2. NOTE INTENTIONALLY LEFT BLANK. ANALYSIS OR APPROVAL OF THE LOCAL BUILDING AUTHORITY. 3. SINGLE SPAN ATTACHED LATTICE STRUCTURES THAT DO NOT USE DETAIL L29 MUST COMPLY 16.ALUMINUM SOLID ROOF PANELS ARE CLASS A FIRE RATED AS INDICATED BY THE EXCEPTION WITH TABLE L1 AND L2 ON SHEET M5. #2 IN IBC SECTION 1605.2. 17.STRUCTURES MAY BE ATTACHED TO EAVE OVERHANGS PER SCHEDULE. i 18.WHERE ALUMINUM ALLOY PARTS ARE IN CONTACT WITH DISSIMILAR METALS(OTHER THAN STAINLESS,ALUMINIZED OR GALVANIZED STEEL)OR ABSORBENT BUILDING MATERIALS, LIKELY 5101%q TO BE CONTINUOUSLY OR INTERMITTENTLY WET,THE FAYING SURFACES SHALL BE PAINTED OR o 4 PUT �EP OTHERWISE SEPARATED IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL PART I-A SECTION 6.7. 13 19. WHEN A SINGLE SPAN ATTACHED UNIT IS ATTACHED TO A WOODEN DECK,THE MAXIMUM * IXP.6130/ 1 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 s CIVIL �P UPLIFT LOAD IS 1162 LBS FOR 115 MPH EXP C WIND SPEED. CONNECTIONS ARE FOR MAXIMUM Q�OFEB$10 F LIFO \ 022015 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 S�C' PU cy TO SAFELY SUSTAIN THESE ADDITIONAL LOADS WILL REQUIRE APPROVAL BY LOCAL BUILDING A merimax AUTHORITY OR ADDITIONAL ENGINEERING. SEE DETAIL L13,N12 OR AL. CONSTRUCTION OUTSIDE $ Hwy 74 OF THESE PARAMETERS MAY REQUIRE ADDITIONAL ENGINEERING. * I * Romolandnd,CA 92 92585 C \� EXTERIOR HOME PRODUCTS Romo 8AL1Fa CMP URAWING OR PART GENERAL NOTES ICC ESR1398(2012 IBC)9/29/2013 Page 3 of 66 OCT 02 2013 NONE NAME d0 L I ZLOZ—LOOS Ill N dWV1S S2J33NION3 133H5 gg;o q ellE40Z/6Z/6(081 ZIOZ)86£L23S3 001 SNouvanouN00 3KYN U0Z Z0100 1 add 210 3NON AINO 62N at) Ill11tl13Q '@IEDIlV'ACd54'INf lvanlonals 13Nvd anos µyaa 3ZIS 80d 31na3H0S 33S dWO. 311tl� 3qr' S0NI1Wd Q3NItla1SN00 /A Im bA P. • • •P• 038 EVIS 31387N00 •56 NIH 510n00ad 3WOH a01a31X3 B/ t L ,z/L LawLoad-1 6 v0'Puelowoa L n /W LNAH sin tzm rV 2Wj jgWW /A`�ij I"( 9NKMd5 'dJ,l.'lo�'v5 *TMJwflA and Isod go HAMM T Itl0.401� IS53d0�a vrav a�� 11A10 "Md$ d '1H9I3H ST 01 Q31IWI-I 38V S3211T13ndis * t - AW GEN ao Otl lItll3¢ T OM 74"u� 0.9/£ 3Wd 5 -IVION3WWOO QNd S.LNOdSV3 '1H9I3H SLOZ10£P9dX3 3ZIS 80! 31nQ333S 33S (� S9NI1QOd 03NItla1SNOJ /A zT 01 Q31IWIl 321V S213nL73 L7Ildd F6✓ JJC L^L .P. 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P. mNIV81SN00 SA IMAM +�-`l- QA38 Htl15 31380N00 .5E NIW P NNaO .Z/L L 30fh08 � NRM(3 111tl1S 31380N00 ,S'E NIW /L L 3aLAONd 4 �G 3'ne343S Ms x NWnIOJ l� �VYSZ3A0 rt31111PL9d o T1tl1SN a30tl3H MOMNVHa AVM 9NJ V00 A VI'JSVd 13Ntldd NM U M v T3M/d 83A00 7 'Ai.IdSQfiPI AO YYJ d Sy3N31Syd �' 0I tos 33S ON3 > .SZ'0 3d0'IS 'NIW' S�s.Od 1T1tor Td� NtW and �� 38 31V�Q31'RM 30d)SISW Z IRM 380H MW AYR 'ATMJUM anW1SM VI05VdN0�roud do �L�tiA tll�svd Q Ngy03road ��yYy��S{{0 Ko ro d0 �v�5U.0'vm 3H 01 SISOd Try USOd 8W 31n03HOS 33S 'M ��os 335 'XVL� 3'X8' ALUM HEADER 3'X8' STEEL C DOUBLE ALUM HEADER G7, MUD PAN FREESTANDIN• MAX. RAFTER SPAN DOUBLE STEEL C BEAM IATDC CTq R (CLEARW MORSPANE SPANS "x6.625•, 3-xB" OR 3"x3" ALUM. RAFTERS LATTICE OVERHANG 36' MAX �. 24' MAX FOR ER PSF SNOW RACEROda LOAD OR HIGHER ' S 25Y.A OF CLEARSPAN LATTICE OVERHANG ' MAX 24 � 24' MAX FOR 30 wit• 2j1F. PSF SNOW LOAD OR .r3. POST HI HIGHER OF CLEAR SPAN 3"x B'x 12 c' " GA R/ STE � FORLEAN WRAP DETAIL DET" BEAM aL o Qayc� f G SHE �7jiUTgRY s'.'u ATTACHMENT TO MIN 4' MIN 3.5' CONCRETE SLAB XLU' J)p CONCRETE SLAB W/O FOOTINGS W/ CONSTRAINE➢ FOOTINGS 5� Oki MAY BE USED WHERE PERMITTED SEE SCHEDULE FOR SIZE �,� �{ MIN CONCRETE SLAB I �' I DETAIL L24 ONLY I d" J RED'D SEE SCHEDULE W/ CONSTRAINED dI J FOOTINGS VAR1E5 SEE SCHEDULES' �� 10D% OF PROJECDDN FASCIA SINGLE SPAN ATTACHED MIN. LENGM 2'x6.625', 3'x8' OR LATTICE STRUCTURE 3'x3' ALUM RAFTERS Q 5� 'All Hl PANEL G G TAILS H OVERHANG rE LATTICE: fkwGsr , SEE DETAIL L3 J� � d'• 5 � 6141 PROVIDE 1 1/ Ai"HA.`T� H J �2 0 S DRAIN MIN 3.5' CONCRETE SLAB MIN 3.5' CONCRETE SLAB >ryy. ,�`j�5.�, �f RED'D W/ CONSTRAINED d REO'D WS CONSTRAINED FOOTINGS '. �S 10 AL ,yG/ SEE SCHEDULE FOR FOOTING SIZE •d' 1 O L UT q yFF MULTISPAN UNITS REFER TO GENERAL SME 2M KWG Ckfn ROD MMRE SIN F aRAN FR ESTAMDIN• Q I I J PLACE 3/8. 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T-5" 6'-2" LIVE 20" 12'•5" 11'•6" 9'-11" LIVE 20" 17'-8" 16'-3" 15'-1" 13'•2" LIVE 37' 15'-6" 14'-3" 13'•2" 71'-5" Ground Rafter Wind Speed and Exposure 16" 10'-3" 9'4" V-6" T_2" 16" 13•-11" 12'41" 11'-2" 16" 19'-3" 18'-2" t8!10" W-9" 24" 17'-10" 16'-5" 15•-3" 13'-3" Snow Load Gauge ExposureC 12" 1T-0" IV.0" 9'-B" T-T' 12" i6'-0" 14'40" 12'-it" 12" 21'-0" 20'-0° 19'-1" 18•-toll 16" 21'-8" 20'•0" 18'-fill 16'-t" in 130 140 150 170 20 24' 4'-0" 4'-4' 4'-4" 4'-4" 20 24" 7'-5" T-5" 7'-5" T-fill 20 24" it'-3" 11'-3" 11'•3" 17'-3' 20 36" B'-2" 8'-2" 8'•2" 8'-2" 10 0.024" 12'-5" 72'5" 11'-8" 10'-3" LIVE 20' S'-2" 5'-2' S'-2» 6'-2" LIVE 20" 8'-11" 8'•11" 8'-11" 8'-it" LIVE 20" 13'S" 13'•5" 13'-5" 73'-2' UVE 32" 9'-2" 9•-2" g-2" 9'2" LIVE 0.040" 16'3" tb'-6" 74'-8" 13'-6" 16, 61_61, V-6" 8'•6" 6'-6" i6" 11'-1" 11'-1' 11'•1" 11'-1" 16" 15-10" W-10" 15'-10" 14'.9" 24" 12'-2" 12'_2• 12,_Y, 12'_2" 20 0.024" 8!5, 81_5" B!5„ 8!F, 12" V-7" V-7" 8,_7" 7•_7" 12- 14'-8" W-8" 14.8" 12'-11" 12" 1B'-2" 1V-2" ie,_2" 16,-10" 16" 18!1• 181_1" 18,_1" 16!1„ LIVE 0.040" 14'-10" W-W 14,_8" 13•-B„ 25 24" 4'-2" 4'-2" 72" 72" 25 24" 7'-1" 7'-1" T-7" 7'-1' 25 24" 10'-8" 10'-8" 101-8" 10'-8" 25 36" 7'-10' 7'-toll 7'-10ll T-toll 25 0.024" B'-2" 8'-2" 8'•2" B'2" 20" 4'-11" 4'-11" 4'-11" 4'-11" 20" V-8" 8!8• 8!6„ "1, 20" 12'8" 17-9" 12'.9" 12•_9^ 32• 8!9" 8!9" B!6" 8,_9„ 0.040" 14!6" 14,-B" W-W 131-6" 16" 6'-2" 6'-2" V-2" V-2" 16" 10'-7" 10'-7' 10'-7" 70'-7" 16" 1V-6" IV-6" 15'•6" 14'•9" 24" 1V.7" 1V-7" 11'-7" 11'•7" 30 0.024" 74" 7-4" 7'4" T-4" 12" 8'-3" e'-3" 8'4" 1 T-7" 12" W-0" 14'-0" 14'•0" 12'-1V 12" 17'•9" 1T-9" iT•9" IV-10" 16" 17'3' iT-3' 7T-3" 16'-ill 0.040" 13'-1" 13'-1" 13'1" 13'ill 3D 24" 3'-5" 3'-5" 3'-5" 3'-5" 30 24" 5'-71" 5'-11' 5-11" 5-11" 30 24" 8'-11" e'-11" V-11" V-11" 30 36" 8!6" 6rV. 6'-fill 6'-6" 40 0.024" 6'-1" 6'-1" 8'1" 6'7^ 20" 4'.2' 4'2" 4'•2" 4'-2" 20" 7'-1" T.7• T_1" 7,_1" 20" 10!8" 10'_8„ 10,-8" 101.8" 32" T41. 7!4". 7'-4" T-4` 0.046" 11!2" 11!2" 11•_2" 11!2" _ 12" 5'-2" 5'-2" S'-2" 5'•2" 16" 8•-toll 8'-toll 81•10" 8'-10ll 16" 13'-4" 13.4" 1T.4" 13'-4" 24" 9'-9" 91.9" 9'-9" 9!9" 60 0.024" 4'-8" 4'-8" 4'.8" 4'.8" 12" 8'-toll B'•10" 8'-toll 6'-toll 12" 11'•9" 11!9" 11'-9" 11'-9" 12" 16'-3" 16'.3" IV.3" IV.Y 16" 14'-5" 14'-5" 14!5" W-5" 0.040" 8'-10" 8'-10" 8'-10" 8' 40 24" 2'-7" 7-7" 7-7" 2'-7" 40 24" 4'-5" 4'-5" 40 24" V-9" 6'-9" 6'-9" 6'-9" 40 36" 4'-11" 4'-11" 4'-11" 4'-11" 20" 3'-1" T-7" 3'-1" 3'•1" 20" 5.4" 51-4" 5,-0" 5-4,• 20" 8•_t" 8,_1" 81_71 e!1" 32„ 5!8" 51-6" 51-6" 5-61 16" T-10" T-10" 3'-10" 3'-10" is" V-8" 6'-8" V-W" 6'•8'• 16" 10'-0" 10••0" 10'-0" 10'D" 24" 7'4" 7'4' T4" T4" !7' 12" 5'-2" 5'-2" 5'-2" 5'-2" 12" 8'-toll 8'40" 8'-iD" 8'-toll 12" 13'4" 13'4" 13'4" 13'4" 16" 10'-17" 10'-11" 70'-11" 10'-11" 6o 24" i'-9" 1•-9" V-9" 1'-9" 60 24" V-0" T-0" 3'-0" - 60 24` 4--6" 4•-6^ 47.6^ 4'-fill 60 36" 3'-3• 3,_3„ 3,_3" 3•-3,• ./ 16' 2'-7" 2'-7" 2'-T' 2'-7" 20 4'-5" 4=5" 4'-5" 4'-5" 20' V-5" S-5" 5'S" 5'-5" 32" 3'-8" 3'-8" 3'-8" 3'-8" Amedmax Exterior Home Produ •SS\ONA(Fry i6" V-9" 8'-9" 6'-9" 6'-9" 24" 4'-11" 4'-11" 4'-11" 4'•11" 28921 US Hwy 74 12" 3'-5" V-5- T-5' T-5" 12" V-11" V-11" 5-1P' 5'-11" 12" 8'-11" 8'-11" 1 8'-111, 1 8••11" 16" T4" 7,-4" T-4" 7'-4" Romoland,CA 92585 ° PUrN TABLE 1.10 TABLE 1.11 TABLE 1.12 TABLE 1.13 ,\ � NOTE;RAFTERS MAY OVERHANG 25%OF THEIR CLEARSPAN Carl Putnam,P.E. C 681 0.024'52"x6.625"Rafter Mullis an 0.032"x2x6.625"Rafter ul5s an 0.040"4"x6.625"Rafter Mullis an 0.042"x3"x8"Rafter uifis an 3441 Ivylink Place Ground Rafter Wind Speed and Exposure Ground Rafter Wnd Speed and Exposure Ground Rafter Wind Speed and Exposure Ground Rafter Wind Speed and Exposure Lynchburg,VA 24503 �. •6/301 17 Snow Load Spacing Exposure C Snow Load Spacing Exposure C Snow Load Spacing Exposure C Snow Load Sparing Exposure C cad wtnam comcasf.ne s m 130 140 150 170 IPA in 130 14D 150 170 m 130 140 150 170 s in 130 140 150 170 tp CI41L -811 LIVE 20' 7'--9" T-9" T-5" 6'-2" LIVE 20" 11.7" 11'-T' 11!6" g-7" LIVE 20' 15'S" 15'•5" 15'-1: 13!2" LIVE 32" 10-8" 12'.8" 12'e" its' 9 C L1F 16" 9'-1" 9'-7" 8'-6" 7'-2" 15' 13'-5" 13'-V' 12'-1111'-2" 16" 17'.9" 1T-9" 16'-10" 14'-9" 24" 15'4" 15'-4" 15'3" 1V-T' 10 11'-1" 11'-0" 9'-8" 7'-7" 12" IV-0" 1C-0"114�110`12'41. 12" 20'-11" 20'-0" 19'-t" 16'-10" 16" 19'-8" 19'-8" IW-V` IVA" 20 2 " TAoll 3'-10" 3'•10" 3'-iD" 2 " 8'-1" -1" 6'-1" 6'-1" 20 24" e'-0" 8'-6" L 8'.6^ 8'-8" 20 36" V-1 B" 6'.10" 6'-10" 6'-1G- NE 200" 4'•6" 4'-fill 4'-8" 4'-fill LIVE 200" T-0" TO" T-0" T-0" LNE 20" V-9" 9'-9" 9'-9" 9'-9" LIVE 32" 7'-6" 7'.6" T-fill 5' TB^ .�Q ��.. 16" -5" 5S 6•" _6" T-5" 16" V-4" 8.4" 8'4" V4" 16" 114" 114" i1'_4' 114" 24„ 9'-S" 9'-5" V.5" 9'-5• rU 12" 6'-9" V-9" 6'•9' 6'-9" 12" 10'-3" 10'.3" 10'-3" 1V-3^ 12" IT-S" 13'-9" 13'.9" 13,9" 18" 1 tY-8" 12'-8" 12'4" IZ-V' ?y Q Cy 25 24" 3'-8" 3'-8" T-8" T-8" 25 24" V-10" 5'-10" 5.10" 5'-toll 25 24" V.2" 8'-2" 87-2" 8'-2" 25 36" V-7" V.7" B'-7" 6'-7" r l 20" 4'-3" 4'-3" 4'-0" 4'-3" 20?1 e,_91 61_9" 6,41 V-911 20" 9.4„ g,4" y,4" 9,4„ 3T, 7,_3" 7,_3" 7.-Y 7,-3" $. 16" 5'-2- 5'-2" 5'-2" V-2- 16" 8'-0" "I 8'-0" 8'-0" 16" 1V-0" 11'•D" 11'-0" 11'-0" 24" 9'-7" 9'.1" 9'-7" 9'-i" 1T 5-6" 6'-6" V.6" 6•-6" 72' 9'-1-1"11 9•-11" 9'-11" 9'-11" 12" 13'4" 13'4" 13'4" 13'4" 16" 12'-2" 12-2" 12'-2" 12'•2' 3D 24" T-1" 3'-1" T-1" T-1" 30 24" 5'-0" 1 S-0" F.W' 5'-0" 30 24" T-1" T-1" T-1" T-1" 30 36, 51-8" W-B" V-8" 5'-8" 20" T.V' T-e" T-8" T-8" 20' 5'-10" 5-10" 5'-101 5'-toll 20" T-T' 8,-2" 8••2" 8'-2" 32" 5-3" 53" 6.3„ 8,3" C 16" 4'-5" 4'-5' 4'-5" R.T' 16" 7'•D" 7'-0" T-0" 7•0- 16" 9'-B" 9.3" 9'-8" 91-8"5'-8 12" 2a^ T-1 r' Ttr' r.11^ 7!1 r' CANE"' 5'-8" 5-8" " 5'•8" 12" 8'8" V-8" 8'.8" 8•_8" 12" 11'-10' 11'-10" 11'-191 11'-10" 16" io•-y ig,_g„ 101-9" tg•_g" 40 24" 2'.5' 2'S" 2'-5" 276" 40 24" T-it" V-11" 3'-71" 3'-11" 40 24" 51-8" 5'-B'• 5'-8" 5'-B" 40 36" 4'-5" 4'•5" 4'-6" 4's" OCT 02 2013 20" 2'-10" TAW 2.10" 2'-10" 2g" 4'-7' 4'-7" 4'-7" 4'•7" 20" 6'-7" V-7" 6'-7" B'-T' 32" 4'-toll 4'-toll 4'-70" 4'-1 g" 16" 3•_6" T-6" Y-6" T-6" 16" 5'-7" 5'-T' S-7" 5_7" 16" 71-10" T-10" T-10" 7'-10' 24" 6'4" B!3" V3„ V3„ 17' 4'-5" 4'-5" 4'-5" 4'-5" 12" 7'-0" 7'-0" T-0" T-0" 12" gs g• g,_g^ 9•-g" g•g-- 16• 8•-8„ 8,•8" g•-8„ 8,-8„ 60 24" i'-7" 1'•7" 1'-7" 1'-7" 60 24" 2'-9" 2'-9" 2'-9" 2,_g° 6o 24" 4'-0" 4'0" 4'4" 4'-0" 60 36" 3'-0" 3!0• 3'-0" T.0" 20" 1'-11" 1'-11' 1'-11" 1'-11" 20" 3'•3" 3,_3• 3,3• 3,_3„ 20" 4!5, 4,8• a!B, 4.8„ 32" 3-5' T-5" 3•S„ 3,S" 16" 2'S" 2'-5" 2'-5" 2'4' 15" 3'-11" 3'-11" 3'-11" 3'-11, is" 5'-8" 5'-ell 51-V 5'•8" 24" 4'-5' 4,-5" 4'.5' 4'_5" 12" 3'-1" 3'•1' 3•-1" 3'-1" 12" 5•-V 51_0" 5'-D" 5-0" 12" T_1" T-i^ 16" 6,_3" 5.3" V-3" 6!3" TABLE 1.15 TABLE 1.16 TABLE 1.17 TABLE 1.18 ICC ESR1398(2012IBC)9/29/2013 Page 7 of 66 LE'L 318VI 0131aV1 494OA962,4 Vz,L 3lSVl - 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B 20 24 26 27 60 1 4-1• A P-10• O 13 19 21 m 9'-r E 16 21 D 24 64' D 15 20 21 m LIVE 3.5 1P-Y A 9'-V A 18 a 25 IS11'-0• B 21 IS 27 2e 12S 9 20 24 25 27 33 SS A 5•J° C 14 19 20 a a'J• E 16 21 a 23 T-r B 16 0 21 a 4 5-11• A a'4' A 19 b N 26 13'-0• C a 2526 20 ll•4' B 21 21 2$ x 4 Yd- A 4'-g D 14 19 20 21 TS E 16 a a x T.I. E 16 19 21 It 43 T-11° A g-1• 9 19 a 24 25 IY•2• C a b 25 IF 10-11- B 21 b 25 26 4.5 IS A /'J' 1 U 1B 20 21 1•1' E 16 20 21 b d-T E 16 19 x a 6 T-1• A T-r B 19 a 24 x tub- 0 a 24 x a 1b4• O a b a 26 3 Y-5• A 4•0 O 14 16 19 21 6'- 53 S-5' A T-1' B 20 a 23 25 1P-tg 0 x N x a g-1P C 22 23 24 x T E 1T x 21 m 6'S E 16 19 m 21 53 Y-2' A S-0' 0 1/ 1a 19 20 S¢ E ti 20 N a 5'-9• E 16 19 20 a 6 S-1{' q 6-0' B 20 a a x IbJ' p 2] 24 x a TJ D a a N 25 a Y-0- A P-S 0 14 to 19 211 Sdb F 17 19 21 m 514 E 15 19 2D 2f Its 5'-5- A 11. B 20 21 a 24 o4o, D a 2) 25 26 P-11• D a a a 25 64 t'-1b A S2• 0 14 1a 19 21 F• F 17 19 21 a 5-2- E 11 10 20 21 T S-1• A 6`41 B 20 21 Is 24 VS D 23 23 x 26 a-r D m 23 m IS 7 I'r A X• 0 14 is 20 21 SJ- F 17 19 20 a R41- E 1T le N 2173 4'1V A 5-Y a N 21 a 24 Dr.,. a 24 24 25 26 SS• D a 23 a 25 7.6 1'-r A Y•10• 0 1416 20 0 5'S F lT 19 20 21 4'S F 1] ID as 21 a 4'•5' A SS 9 W 21 a 24 SS D 24 21 24 a 9-fl• 0 b 23 2324 a 1'IT A 11- D 1419 20 21 S'S F 17 19 20 21 4'S F 17 19 20 21 B3 4'-r A 5'4• 9 a 21 a N D 24 24 24 ID T4• D It a a 24 BS 1'-T A 2'S 0 14 19 20 21 4'd F 17 19 20 21 {'J• F 17 19 20 2t 9 J'-i f' A 5'-0- B 21 21 a 24 6'•r D b 24 2a 25 T4' 0 23 a a 24 116MPHEXP09URE0 a13OMMeXP=RaS 93 7.7 A 4'-10• B 21 a m 24 T•10• E 24 N N a T-Y 0 24 24 24 24 fi0 3 4'•1' A R10' C 15 21 2] N r-T E 1T 23 a 26 a4' p 1] a x x ID SS A 4'J' B 21 21 a N T-T E N 24 2{ 25 6'-1{' D S4 2a 24 2{ ]3 SS A 5'd' L 15 21 a 24 PJ' E 1B 2J N 25 T-T E 1T 21 a 24 11 3'4' w 14' B 21 21 23 24 T'-1• E x 25 x b S-T 0 24 21 N 24 4 y4' q 4•S 0 15 a a a T4• E to a N x T-1' E 16 21 a 24 I15 MPH EXPOSMEB 13 Y-0' A [4' 0 16 x 21 a r.1 E 16 a b 23 6-T E to 2f a b x 3 B'-T q 1P-1' B 16 a a 24 1['-1C D 1a 2] 25 M Ise• B 16 22 b 25 5 I.6' A Y-0' O 15 M 21 a S-r E 19 a b 2a S-2- E 16 21 a b 33 S-r A gY B i6 21 b 24 13'S D 19 2J N 26 1T4• C 16 a b 21 63 2'-T q J'S 0 16 19 21 a 6'-Y E 19 21 a N S-9" E 16 20 a a{ P-Y A P-S B IT Zf a 23 tYA• p t9 a 24 2a :Ile D to 21 b N 6 Y-0' A 3'4' D 1B 19 21 a 540- F 19 TI a N 6'S E 19 a a 21 IS SJ' A T-10- a IT 21 a b 11'-ir 0 19 a N x W.6. D 19 21 a 24 OS 1'-1P p ]'-Y O 16 31 31 a SS F 10 21 a 24 SS• E 19 x 21 a 5 5'-P A TJ• B 1] N a 23 1112• 0 20 a b 25 1P-1' D 19 21 a. 21 7 1'-9• A ]'S D 16 ID 21 b S- 5.5 5'-r A a-11- B 17 2s 21 a 1P-7• 0 4 a m 24 g-T D 19 21 a a r F IB 21 a 21 4'.11• E 19 x 21 b 6 4''4' A PS 9 17a x 21 a 9Fr e a a b 24 g4' 0 20 x a a OVaH- TABLE23TNBUTARYWIOTHSFORMNOLESPANAWACHEDGTRUCTUREa 65 {'-S A S4' C fa ID 21 a g-T E 20 21 b to S-0• p 20 2D a m HANG PROJECNON OF SINGLE SPAN STUGNRE3 T {'' WTI -1' A 6'-ID• O 1e 13 21 a g$ E 21 21 23 24 lr • O N 20 21 a 6' 9• 1P 11' 1T 11' A' 19' 16 1T 16' ID` 20' 21'O r- 2Y Tr A 5'-r C 16 19 m 22 g.tp• E 31 21 a 24 a'-0' E a20 21 a 0' 1' IS S SS S BE T 75 S a5 S BE lb los, ti- e q SJ' C la 1B x a PS E 21 21 a 23 T4- E 20 20 21 a 1• 4S a SS 6' as T 7.5' 6' as g 9S IV IDS 11' 11S e3 14• A 5-1- 0 ID 19 20 21 a'-Y E 21 21 a a T-5' E 2D a 21 a Y S 5.S S 6.S T 7S• 6• as T BE 1P ION 11• I lY 9 T A V-10' C Is 19 ID a T•10• E 21 21 a m TQ- E 21 21 21 a 3' SS S 6S T T9 B' BE r 9S 1P IDS' Ir I1N tY 123'8S J'S q a•-0• 0 is 1B 21 a T-r E 21 21 a a TG E 2t 21 b a 4• S BE T TS S BE 9' 93. 10' ION It- Its. 1Y Its 13' 115 MPH EXPOSUREC at1W MPN EYPOSUREB 5' BE r is S BE 9' ON fb lob. it- 113' 1Y 125' 1S ME 2S 1 Fr A l0•-1• B 16 24 x 26 14'-10, D 20 N 27 Is IX4- E A 24 0 27 33 6-r A 9-r B Is 23 N 26 I3'-0• 0 21 IS 27 N Ira- C 20 N 25 2s TABLE 23 Paj irementa m E 24 Peg Requirements for 4 TS A S-r a 19 a 24 26 124• D 21 x N 23 1P4' D 21 - a a a for AReched Sian StructureS ending SLf11Ctures Or Muldepen Attached SDuetures 43 14- A r-ID• a 19 a N a 11•-ir 0 a N a 27 tg4• D 21 a N 2a Post DescriptioMm POST Detail esrsiption Matlimw Max POST 5 5-g A rJ• B 1s a N 26 ITC• 0 a N a a 10•-r D 21 a 24 N Hot CodeFooting He10N Code DebilA 5.5 S•Y A P41• B 19 a a x Ib.T D a N x 27 g-T D a a 24 25 0.042k3'k0"Aluminum 70 B Lt k3'k3"StealCbvar' tl= 20' 9' B L71 6 as A SS B P a n N 10'-1• E a N x 26 gn' o a a N a 0.024k3'k3°Pa6t W9h 1T B 124 3'X3"Stool C= 21" B B L17 6.5 4's A gx D 20 2I a N g•T E b a x 2a e'r D a a a x CICYN0.03D'X3k3"Af11' C L71 9'x3'SleNS oars d= 3(r 12' C L21 7 4'-r A s•-lo• G N 21 a N P-r E a 23 x M PJ• D a a a a Ckw0040'X3•xrA6tT D Lit 3'k3'Steel$ uare d= 32" S F L21 T3 3'•tu' A 5'-r C 20 21 a 2{ 6'-10- E a 23 24 26 6•-0• E b m x 24 CGIIXdaW.06YEXWd12' E AE J'k3'SIB913 uar0 d= IS F L21 e Y-T A sJ• o x 21 a 21 gd• E 2{ N 2a 2a T4• E a a a 24 0041'k3713"StBGI CIO77' F Ltt 'kT'SIeeIS uare d= 7^ 17 E L27 03 sJ• q W.I. L 20 21 a 23 B'S E a 21 N x T-S E a a a 24 0.047XJ'k3'$IeBICbVer 8' G L71 'k4"$feel Uar d= 7' 15 G l21 9 r-Y A V-10' L 2p 21 a N T-ib E 2t 21 N x T-Y E23 a 23 24 3 IOM$"x -$Ieel Square le H L21 •,5"Sleel Yq d= 75• I L21 9.5 PS A 4'S 0 20 2t a N T-T E 24 21 21 25 rS E 23 m a 2S 3116'XWX3'Steel Square- 12 1 721 ID Y•f0' A PS ❑ 21 21 23 N TW E N 24 24 x 5.9- E 24 24 24 21 3I76"X4'X4-Steel Square 15' J L21 f GHOOSENE6 FREESTANDING NDINS OR TRU 31167c5'kS'SteelSquare 15' )( Lzi ROFFRAIn i.CHOOSE FREESTANDING OR ATTACHED STRUCTURE &FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHONN INOG_aLPU � 2. CHOOSE PROJECTION.VADTH AND OVERHANG OF UNIT TABLE 21 AND 23 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT AmedmeK Exterior Homa Prod O p� U _y ({7 . 3.DETERMINE WINO AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULMSPAN UNITS USE TABLE 2.4 28921 US Hwy 74 (PATIO UNITS #USE 10 PSFMIN,COMMERCIAL UNITS USE 20PSFSF MI 9.FIND THE O/C SPACING OR OF FASTENERS FOR ATTACHING TO WALL FROM TABLE TS Romoland°CA 92686 USE N) 10.USE THE APPROPRIATE DETAILS(L14.29). DETAILS MAY REQUIRE POSTTO UPGRADED. 4.CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS 11.ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES LI AND L2 ON SHEET Mise6 Carl Pumem,P.E ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN Carl Wyllarn,P.E. •k S.DETERMINE TRIBUTARY WIDTH FROM TABLE 22 OR SLAB 7.DETERMINQ MAXIMUM POST SPACING ON SLAB FROM TABLE 2.1 3441Lync Ivurg•nk Pl 24607 IXP• �� CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 SLABS.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POSTSPACING c6HDulmm�omcestnel * * - 6•CHOOSE A HEADER FROM TABLE 21 THAT HAS ADEQUATE SLAB 9.FOLLOW 9-11 FROM ABOVE POST SPACING. SLAB 10.FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Mlse3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ST 21 -IV Q(Q•�F 7.USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 21 Q cn �F OCT 02 2013 ICC ESR1398(2012 IBC)9129I2013 Page 11 of 66 N 022015 STOZ ZO Nflf *%VJ:4(0 VAID gg 10 Zt 86ed SLOZI6Z16(321 ZLOZ)RMUS3 001 AL U0Z ZO i0o Lt 6ELS 0 a\�. ^9C .L-.L U R R Et 3 .u•-/ V sx u ZE ZL 3 2•.11 tl A-Z VOL K K K K a . 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A P. 1. 3dA 4d1 6YI3 etl19 Na (dsd) A A. J. Y. 3d ILA J. A J. .P. Oda (ld) .P. .9. A P. 3dAL (1.♦) 3V19 BVIS NO (d9d) .Sl I43iM ISN00 63Laoi NW MOWIgodS SOPI03NPAa3N0a 31 LSOd N NIA Wds Sa0ia311K6(SN00 nMe NK :owde 3 �d mum $hOffs Sal .L�l i�>af0ad NN 01SOd .SOOiR-0VNB1SN00�f NR N150d6 .SI ImFI I15A 0 biLOOf MW LSaa EIZIS $ aD3tl OMd3 IUAWS x m H10N311III, m W( H19t0llsodm %tlW HLON3i ASOd%tlW X LSod m OWL (MMUD H10.'StJSOd6N21 %VZB WE9Hl1SOd XtlW xm9 IILIXS3l13OdX 6nrv9 1sod 9tV9i BRLL ONOOtlO Own umslilnW varoOOg u+qt %pun lietlB6lnW +Pa=us wes eputiu spIOW +P9iP95 u+q9 s1NW a6 nW e9nlonaS spun ufi slllnW a9wius uMs 9WntAltlsNnW 9Ap=n9s 9+as fP OawlmLseefd+AHSP+WaLtl bBnWGISMA aAumpgw Ma4We10, A -Amp" 9Z 318tl1 f00upumovid Pamav Lo 9upgAlseeL .94sPaw io auWRseei WNn9P SZ 3'iidtll (9111R60)010e15.BXE 6J LL e1Ww0 (BL140W0)u9e831001S.SK£Lxf EL (oil 1919a)Meg 310eIS.A2.E29% (91119160)3 I6els.mt e9 U epno0 (BLl paL00)weaB 0 I00iS.BL.0 eO ZL 9L it/3tltl aNIMItlWNON SB3A00ltlI0M3WW00014tlou N0d S9NQVdS1SOd OZN3A033311.Ltl1 LATTICE COVER 3.0 POSTSPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAS 16 Ge TX87Steel C Beam(De191IL1B1 112 Ga 3"Air Steel C Beam(Detsil L78) DOUDIe 12 Ga S'k SIwIC(Detail LB) 16 Ga 3k8'Steel CBeam(Dela9 LiB) ]2 Ga 3'k8'StealC Beam(Detail Lt8 Double 12 Ga 3ke'Steel C(Detail L8 TABLE 3S ALdrt09DN1e FreBSlmltlmg or settle Freestandingor Ama,msnpe Fmeslgwngor TABI-E35 RWmeds,p Fleestanfingor S�9 Fresstsndingor AWrAeda & Free5tandinB or SPn Swrlae MuIN an Un3s Spms9ucme MUIBSIan UniL1 span 9truune MuBlslan Units Span sauaue M.18span Units sPOn4au9Nre Mullis an Units set,strurva Mullis Units G31AM TRIB on PoSL MAX MAX PoSTLENGTH 6UX MAX POSTLENGRi MAX MAXPO.ttLFNG}H GROIRp TWa MAX POST N NAXP09TLFNWH MAY MAX POSE LENGIN Mq% P MqX PoSTLFJJG)R SNOW WDTH POsI' HEOm POST MIN FOOIER P I 12 I 15 PoST sew TOD}ER P I tT ( fS POST WN rooTm P I 11' ( 15' SNOW N1DTH PoST R[-09 PWNhl B' ( fY I 16 POST MW Di P ( 1Y ) 15 PoST WN OmE P I 12 I 15' L0A0 IF17 GPAGNG FOR sPAGN POSE 6NE CONSTRMHEO FOO SPACW POST SEE LON61RNNm FDO 6PAdNG POST MEE CONS1PaNED POD LOAD DTJ Is'. I FIXa SPPOSTCONSIRNNED FOOTEA 6PAGN POST SIZE nANSTRNNm FOO 9PACW PORT 51}E CONg}RNNEO FOO} (PSF) ON SLAB SLAIS (FT) TYPE 'S N V Y I/T) ttPE V Y 'd •d (Fin M) or) or) M) Pnl M7 Onl N T1PE t1N Ml !m) M) (PSF) ON SUB s1AB TYPE • 'C -c 'T Fn ttPE Y IV -e 'Cand M) M) MI MI fn MI Pn) MI MI MI 120MPHEUPO.SUREC alto MPH EXPOSWEB 10 5 :Y-1. A 2P•1' c 32 33 N 2P3• D 33 35 ss 3T4' E N N I9 30 5 CAT A 1P-8• E 22 24 a 29 114' F 2r 2r w 32 M'-0• F 30 3D 32 N LIVE 53 IY4- A IX-lw C 33 ss 3] 15'-T' E N ss ss 32'J• E 39 a9 39 SS 1';• A T-r E 22 23 a 26 1PS F 21 to 29 31 ZS3- G 31 31 32 N a II';' A 1T-f0' 0 SJ ]3 J] ZI'-10' E JI 37 JT 31'4' E /0 10 10 65 10'S A IT-1 I' D 33 J] J] N'•T E 3] ]r 3r 3P.6` F /0 M 10 8 1''P A 1-11' E 22 21 2fi Z] 1Td' F 26 21 29 31 21'-0' 0 31 a 31 33 as ]'-0' q 6'-]• E 22 22 25 Z] 1P.5' F 20 Za 19 31 21'-0' G >2 32 32 3] i ff% A 1P•1' 0 33 33 S] 2J'-T• E 33 38 N 29'd` F 41 I1 11 ] ]'S A T% E YS a 25 N 1S-0• F 28 23 29 ]0 2Y% G ]] N N N r3 g-1' A IS'4' D N N 34 21'-i' E ]9 ]9 39 all F 42 42 4x T.3 1'.Y q T•Y E 22 Z2 25 Z] H'-11' F ZB 3➢ LI 3p 2Y-11' G 33 33 33 N B 6'14 A 1414 D N N d4 2Y-0' E 39 30 39 26'•S F 42 4] 42 a T-W A S3 E 22 22 N 26 14'J' F Z9 Z9 28 3o II'd' G N N N N B.3 1'-0' A 11'-0' 0 N N N 21'-- E 39 39 39 .2MI' F 43 43 43 45 V-10• A 8';` E 22 4 24 2a 1]'.r F 29 Z9 29 30 xY-0' G N N N N 9 TS A IT-SI D N N 34 21'-2• E ID 40 40 E ZZ 22 24 a 11'-0• F a m 29 3D 21'-7• a N 34 34 31 2T10 F 13 4] 43 9 T-0• A P%94 T-Y A 1J-0' D N N N 2p.)• F {0 40 ID 26-1r F M M N 0.5 Yf A SS E Z! 22 2/ 26 1Z'-9' F 39 A Z1 2B 21'-T G 35 35 35 35 10 6-r A t2'd' 0 35 35 35 W4. F 41 41 Ii 2"' F 44 u u 10.5 PS A 1Y-i• D 35 ]5 35 1"a P 41 41 41 MAI' P IS IS 45 10 Y•S q 5'-5' E 22 22 24 as IY;• F N 3p ]0 ]0 20'-10' G 35 35 ss ]S 11 P- tOS 2'J' A 8'-Z' E Yl E ss 2> I1'•fi' F ]0 N ]D JD 2SS D SO 3o N 36 2 A 11'•]• D J6 33 ]5 1P-1• F {1 41 N 25'.T F 45 45 /5 140WHFAPOSURat; 9rtW MPH ETfPO4NpEB 11.5 5'-I1' A 11'•1' D a5 a8 as 1BB' F 41 41 41 25•S F AS /g {5 30 5 1'-00' A ID'd- E 25 25 29U2$ 1ff;' F 30 ]0 3Z N 2PJ• F N N N J) 13 SS A a., D as 35 35 IB=Y F 42 42 41 21-1P F 48 16 Ia SS 4';' p P-9' E 13 25 28to'•a- F 31 JI 32 N N.S. G N N N 36 ti SS A 9'.10' 0 ss ]5 33 1T;' F 42 12 42 ZI'-2' F 4T 47 4T 6 4'S A 5-11' E 25 21 28iT•]• F N at 31 N NIX G JS ]5 ]5 38 160 MPHE%PO6URE0 MIMPH ENPOSUI as 63 ]'-0' A 8'-3• E 25 25 2iI.1. F 31 J1 31 3] 21'-0• G 36 N N 36 10 5 1J'-T A iC-1P B N N N 2T-0' 0 3T 37 ]T ]1'-11' E 39 39 a9 ) YS A Td' E 25 25 3TIS'% F 32 32 ]2 3] 2]'.S 6 JG N N N LIVE 53 1T4' A IT-10, C 33 33 N 26.9' E N 31 33 30-I1• E 4A 0 Tb ]@' A TS E 23 25 27f1'-01' F ]2 32 g 3J ZY-IP O ST JT ]] 3r a 114' A 16-11' C N N 34 2S-0' E ]9 39 ]9a3 IVS A iP-T 0 N N N 2T;' E 10 40 ID E 4 E 41 41 41 3 3'S A PA' E 25 ZS Z6144' F 32 32 ]3 u 2]'S3> aS 2-tr A P;' E 25 ss wIS-r F 32 ss 32 32 2T% G ]1 N ss 39 1 9'% A 1S3' D N N N 21'•9' E 40 10 40 2a'S F 1 9 T% A &4' E 25 25 2GtTU F 33 33 N 33 21'-7' G JB 3a ]9 N TS 91-1• A tC-tr D 35 35 35 2{3' E H 41 U 9'-Ir F 13a 6% A 14'-T' D 35 35 35 2T.S. E 42 42 42 2IsI F u 44 a3 6'% A t1'-9- 0 35 SS 35 23'-Y F 42 42 42 26'g F 44 TABlE32 TRIBUTA"OVIDTHS FOR GINOLE SPAN ATTACHEDSf11CNREe0 Ts A ITa. D 36 ss 36 IIAllO PROJECTION OF SINOLE SPAN S}UCTURM(M 2Y-g F 4) N 4] ZP-2• F 4593 T-Y A 1Y•tC 0 35 36 36 22.4• F 4J p q IF" 8 S tP it' 1Y 13' A' 15' i6' tT la' tP 2P 2P 22'ss'-9' F 45 4 IS 5' S5' P BS T 7S P BS 9' 9S iP los. W 10 6-6' A 1Y5' 0 ]6 M N 21'S F l] 43 43 254• F 46 1• AN S SS S aS T TS P BE P ON IT ION If' Its 5 6SA 11'-)' D 36 ss N F M 44 N M-ii• F AS Y S SS P 63' T TS 6' &6' g 9S' 1P f0.5' 11' 11S tY 2P-]' F 44 N N1135-11' A ip-I• D ]6 N ]6 1g9' F N N N 24.6• F q S53' 6' 03' T TS a' a9 9' 93' 18' 103' 11' 11S fY f25'N•2 F R 1' 6' 6S T TS 9' aS ff as 1P ION 11' 1IV lY I24 IT iTD 6P11 FXPOSUREc or 184tlI EXPOSURES 5' GA. T 73• r ON ff ON 10 IDS ti- t1.T 1T 12S 13' ITS 10 5 a'•T A ITS B 33 33 35 NU' 0 37 37 3] W-7• E 40 40 40 LIVE 53 1Y4• A :P-r 9 N 34 N 2]'IT 0 a8 38 a W.S. E 41 41 41 TABLE 3.3 Post Requirements TABLE 3.4 Post Requirements for 6 114• A IS-9- 0 N 34 N 2T.1r 0 ]9 39 N ]a•-IT E 42 42 42 for Attached Singte Span SwCfures Fleaflantlln BD'IIGYR4 Or MYIB6pBll ALtdehld 3tNCDrrG9 63 1ff3` A W4. c 35 ss 35 n•-u• E ]e 39 39 2a'•1' E 43 43 u Post Oesd'pgon Max POS Delad Post pesaiplion M 1m1 Max POST 1 9';' A i44• c Ss ss ]s 21•-1• E 40 48 40 2T;• E 4J 43 As Hot Coda t HBith Code Dedll9 TS r-1. A 1T•9' C ss ss 35 204• E 4D 40 40 W-9- F N N N 0042'a3'Sc6'AWmrnin Post 10' 1 B L7 0.041')( '50-Steel Clo"r I d= 2' 5 B L1] a Ps A iS•Y D Se ss x 19'% E O fl e 2sS F N N 45 0.024"x3'k3'Post wiW SMa let 11' B L.24 O.D91'k3'k3"Steel Clover d= 2 B' B L77 as P4• A lY-9' D ]6 N 36 fgq• E 41 N 41 25s F 45 45 45 Clover 0.g3U)cIl J'Alum 1]' C L11 3/16'k3'k3"Sle01 S vare d= 3 12' C L21 9 Ts A 12-0• 0 N a6 M 16's E 41 41 41 25•.2- F 46 46 46 Clwer 0U40k3St3"Alum I D L71 3/16'k3"x3'Steel$ Were a- B' F L21 93 TS A 11'-1r 0 36 35 S6 11'-0' E {2 42 42 2PA' F N 4a N COlar ialo.D62"FxWdad 12 E AS 3/1S'X3 .k•Ste91 Isere d= 75' F L21 to P3• A u•-0' D N a] 37 frs E 12 42 /x 241' F 47 O N 0.041'?3X7"Steil Clwer 1T F L17 3176k3513'Steel u d= 3 12' E [21 tOS W.N. A W.I. D 31 JT 3i 1T-t• E I] 13 43 2str F As N 4a g.0a1'k3'k3'Steel Clever B G L11 31i6'k4k4"Steel Isar d= 47 15' G L21 11 PS A iP.r o 3T ]] n IPA• E N 43 43 23'a• F 4e /3 Ia 3/16k9k3'Sleel Square 15' X L21 3116'k5'x5'SleelS a d= q 15' 1 L27 11.5 S-1P A lvs D 37 37 37 IPO` E N 43 43 2Y.2• F 49 49 49 3/16XSk3'SIBBI 118ra 17 1 L21 12 S% A iPQ' 0 31 ]i A tP•Il' E I] 41 43 224r F 49 49 49 3N6'x4So4"SI¢el SquerO tS J L21 GENERAL INSTRUCTIONS FOR THESE TABLES 3/i6'x5714'Stsals late IS K L21 510NALEJy pFEBSIC,1.CHOOSE FREESTANDING OR ATTACHED STRUCNRE &FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWNIN QR - 2.CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT TABLE 3.6 AND 3.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT AmerlmaX ErJedw Nome Products U PV 3.DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 3.4 2nnurna8921 Hwy 74 (1 Q� ?y�Q,/(PATIO UNITS USE IO PSF MIN,COMMERCIAL UNITS 9.FIND THE OIC SPACING ORS OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Romoland,CA 92586 47 s1L USE SE A RAFTERINI 10.USE THE APPROPRIATE DETAILS(L7429). DETAILS MAY REQUIRE POST TO UPGRADED, 68139 U 10 4.CHOOADEQUATEREARSPAN FROM FOR LORNEED THAT S It.ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES LI AND L2 ON SHEET MISC6 Cad Putnam,P,E _.f ADEQUATE TRIBUTARY WIDTH YOUR NEEDS. FOR PATIO SLABS FOLLOW I{FROM ABOVETHEA 3441"nkPlace 00/2817 S. DETERMINE TRIBUTARY WIDTH FROM TABLE CO OR FOR 7.DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 3.5 Lynchburg,VA 24503 * * 1 CALCULATE FROMTRIBUTARYDIAGRAMONSCO2 PAGE20F2 SLAB IL USE THE SMALLER OFTHE POST SPACING ON SLAB OR HEADER POST SPACING cadputnam@comciAnnel 6,CHOOSE A HEADER FROM TABLE 3.5 THAT HAS ADEQUATE SLAB 9.FOLLOW 9•11 FROM ABOVE ST C1 IL POST SPACING. SLAB 10.FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 3.5 9TF FC 1E CALIE�' [CC ESR1398(2012 IBC)9/29/2013 Page 17 of 66 7UN 02 15 OCT 02 2013 10 L ZLOZ-LOlI dwoTS s.aaul6u3 991091.a6ed £LOZ/6Z/6(091ZI.OZ)96S1,MS3001 . 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RACKET Llva/Snow Load RAFTER MAX INSTANCE TO FIRST ROW OF POSTS"L" L16 x 3/32' THK, STL, WASHER rFOUR#8 WOOD6SCREWS INTO RAFTER AND SaIIdCorerWind 612E SAVE OVERHANG TO 8' STEEL 'C' BEAM FASCIA ropy tun O) zG- zIr 116.. ,r sw s-6'5.5" SEE TABLE 7.4 COLUMN 'N' E PER RAFTERFOR QUANTITY IaWct=135ExpC 2x6 2S4Y 2s-a 2 -O' 23.10- 1r.r1.575' 2.843' FOR #14 SELF DRILLING RAFTER ROOF COVERING IS A MAXIMUM 2x6 2V-V 25'-V W.O. 2F.0 25'-0'OF 3 PSF HEAVIER ROOF COVERING to py 2x4 23-0' 19'3' it'£' 7-P 78'SCREWS SEE TABLE 7.4 �AIL •'�'� SHALL REQUIRE ADDITIONAL LaDke=140 ExpC 2x6 25'4r 25'd 5'-0 2 ' 22- ' 16'-r COLUMN L'. 2X ➢F WDOD 0.097' FASCIA ENGINEERING ANALYSIS 2xe 2a-0' 26'-a 23-0' 2a-0' 25'-0- 20 py 2x4 191-0' 1O`_3' 51-10' 3'4' 1'-8• 2"x WOOD FRAMING Latdce=170 Exp G 2x6 191-a 1947 1T-11 111-V 6'-C ALTERNATE 3' SO POST CONNECTOR DOUGLAS FIR-LARCH 2x8 19'-0' ISO 191-0' 191-0 tfi'-a' —� BRACKET (6063T6 ALUM) A:MUm 12 OR 25py 2a4 787 11'3' F4 3'A'16-0' 1 16' fA• 2.25" Laftice=170 ExpC 2X6 16'-0' -0' 2'-10' %1- 1.0' IF DETAIL L29 IS NOT USED ATTACH SEE GENERAL LMX6FR 6 1s•.a i3'.a IV-9 18'.a 18.a SIDE PLATES AS PER DETAIL L26 0,019'ALUM OR 0.0 5 7x LCOVER 0.750' VINYL COVER L17 17O 2x4 1T-0' T-9 5-1• 0'-4 0'-0" �}— Leltite=770 FxPC 2x6 1T-0' 1T4 15-V Tad' T.I. 1/Y 2x8 iT-0' 1T-0' 1T-0' 1T-0' 14'-6' .091 3/8' BOLTS SEE TABLE 7.3 COLUMN 'H' L FA= a0 py 2x4 14w' e-7' 3'<• 0.0• a-0• FOR QUANTITY sm TAaz 7A FOR MAXIMUM Iatdea=170 Exp C ?us 14'-0' 14'a tRo- T-Z• 4'-T 0.041x3'x3' ALUMINUM roll F,1Y1� STEEL POST OR #14 SELF DRILLING SCREWS saw,ras LE O SEE 2x6 91-0 14'-0' 14'.0' Fa{ m's- SEE TABLE 7.3 COLUMN 'G' sopy 2:4 as q'-0' Our a-0• a-0• FUR QUANTITY ALTERNATE EAVE ATTACHMENT La19ce=170EkpC 2x6 s'-0' 91-7 a-9- 4'-0• 2'-1- 2x8 9-0' 9'-0' 1 6-0' 6'.W VA0' "M ma 1110 BE L'ETRW OR POSE 2.5' L19 HEADER SPLICE DETAIL 2-#14 0 0 FA01 SBE W 3•x 6• 0.875" 3'x8' 12 (t=0.1051) OR o 16 GAUGE <t=0,059') 2-2'X 6 1 2'FEPLATrs X 3• FPS L STEEL C BEAM ONCE M s IF POST O U Q,Q42'x3'x8' BOX Fy= 50 KSIBEAM DETAIL LIP 7.75• Seal with permanently C 6B flexible & waterproof \ sealant .0012 7 CONTINUOUS 2k6•DOUGLAS FIR LEDGER 11$ OR PROVIDE SIMPSON STRONG TIE to IVIL P EXISTING DF MSTA36(ICC ESR 2105)AT SPLICE /qT LOCATION FRAMED WALL 1.00'Mln, COVERW/0.019'ALUMINUM F P AL* 12 and 16 GA 3'x8' STEEL C BEAM SEE GENERAL NOTE#23 0 20 5 W/ 0,042'X3'X8' ALUM WRAP f 1/4' Lag Screw 3'-6' ATTACH LATTICE COVER 3.5' MIN AS PER L7 1 Completely Seat with QgOFESB(0 permanently flexible & 3' 6' .pU waterproof sealant +n�U� .0 M ?7 Z LS' MIN PENETRATION L21 INTO IN) FRAMING IAO`min• STUCCO ATTACHMENT DETAIL O 1 8 V/ MIN SG = Q,5 � L22 WITH BOARD 3', 4-, 5' OR 6- ASTM A500 Synthetic stucco or * I * Amer max" 28921 US Hwy74 GRADE B STEEL POST other non-structurat covering C @ ROmolanO,CA 92585 a EXTERIOR HOME PRODUCTS SEE GENERAL NOTE #9 FOR ' max, thick) CAj IF � CORROSION PROTECTION Sheathing SEE ALLOWABLE DISTANCE TO FIRST OCT 02 2013 BEJ/CP ICC ESR1398(2012 IBC)9/29/201 ROW OF POSTS IN TABLE 7.7 NTS For PatioComponent Parts mmerclalnLattice Structures Page 19 of 66 Engineers Stamp _ ;o £i�l ZLOZ-£oll dwo;g s�!aaut6u3 9910 OZ 86ed C=16Z/6(091 ZIOZ)86E LNS3 001 lloni's Go!110.1 10!OJawwOO Ig op0dd Jo-d S1A! 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