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PMT16-02357 City of Menifee Permit No.: PMT16-02357 29714 HAUN RD. �!-�CCELA? MENIFEE, CA 92586 Type: Residential Addition MENIFEE Date Issued: 07/22/2016 HERMIT Site Address: 28260 WESTOVER WAY, MENIFEE, CA Parcel Number: 337-183-029 92586 Construction Cost: $2,002.68 Existing Use: 1 &2 Family Residence Proposed Use: Description of INSTALL ATTACHED SOLID 238 SO FT ALLIMAWOOD PATIO COVER NO ELECTRICAL FRONT Work: YARD Owner Contractor MONTIE M PIERSON 28260 WESTOVER WAY MENIFEE, CA 92586 Applicant License Number: MONTIE M PIERSON 28260 WESTOVER WAY MENIFEE, CA 92586 Phone:9516794668 Fee Description g}y Amount 41 Building Permit Issuance '1 27.00 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_Templatespl Page 1 of 1 CITY OF MENIFEE LICENSED DECLARATION property who builds or improves thereon,and who contracts for the projects I hereby affirm under penalty of perjury that 1 am under provisions of with a licensed contractor(s)pursuant to the Contractors State License Law). Chapter9(commencing with section 7000)of Division 3 of the Business and ❑I am exempt from licensure under the Contractor's State License Law for Professions Code and my license Is in full force and effect. the following reason: License pass License No. By my signature below I acknowledge that,except for my personal residence Expires Signature in which l must have resided for at least one year prior to completion of improvements covered by this permit.I cannot legally sell a structure that I WORKER'S COMPENSATION DECLARATION have built as an owner-builder if it has not been constructed in its entirety by o 1 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 worker's 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 this permit is issued. www.leginfo.ca.gov/calaw.htmi. Policy# 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 ❑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 are: application and the information 1 have provided is correct.I agree to comply Carder with all applicable city and county ordinances and state laws relating to building construction.I authorize representatives of this city or county to Polity N Expires ennjteer he abo a ide fled property for inspection purposes '1 (This section need not to be completed is the permit is for one-hundred Q/ �, Date dollars($100)or less PR PERK OWNER OR AUTHORIZED AGENT o 1 certify that in the performance of the work for which this permit is issued, I shall not emolov any persons in any manner so asto become subject to the CITY BUSINESS LICENSE II workers compensation laws of California,and agree that if I should become HAZARDOUS MATERIAL DECLARATION subject to the workers compensation provisions of Section 3700 of the Labor Code,I shall forthwith comply with those provisions. Will the applicant or future building occupant handle hazardous material or a Applicant Date mixture containing a hazardous material equal to or greater that the amounts specified on the Hazardous Materials Information Guide? WARNING:FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS o Yes ❑No UNLAWFUL,AND SHALL SUBJECT AN 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 for the construction or modification from South ADDITION TO THE COST OF COMPENSATION,DAMAGES AS PROVIDED FOR Coast Air Quality Management District(SCAQM modification permitting checklist IN SECTION 3706 OF THE LABOR CODE,INTEREST,AND ATTORNEYS FEES fo Coast Airllnes Qua CONSTRUCTION LENDING AGENCY ciYes ciNo 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 perjury that I 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 oft 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 practices.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.epa.gov/lead or contact the National Lead Information Center at not intended or offered for sale.(Section 7044,Business and Professions 1-800-424-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 Menifee DATE PERMIT/PLAN CHECK NUMBER TYPE: O COMMERCIAL ESIDENTIAL O MULTI-FAMILY O MOBILE HOME O POOL/SPA O SIGN SUBTYPE: O ADDITION O ALTERATION O DEMOLITION O ELECTRICAL O MECHANICAL O NEW O PLUMBING O RE-ROOF-NUMBER OF SQUARES DESCRIPTION OF WORK 141 t1wI✓¢(41od ' D O ✓ / / PROJECTADDRESS f4) A' ASSESSOR'S PARCEL NUMBER 4�� 18.7 01 9— '� LOT y TRACT OWNER NAME /n1!n/On/T/4 M. � o ADDRESS ;7- B 0 JIJ ' A ,5 O ✓ LJ Z PHONE .S7-tol// / 7?- 7�6 R EMAIL p I L , CD 61 APPLICANT NAME D n)Tl ' ADDRESS ✓L- PHONE 9S-i- 7 9, ,��P B EMAIL M0A)(y) C ® a I L •• t"i0 ryl CONTRACTOR'S NAME OWNER BUILDER? ,Pf YES ONO BUSINESS NAME ADDRESS PHONE EMAIL CONTRACTOR'S STATE LIC NUMBER LICENSE CLASSIFICATION ®cow a >66 VALUATION$ i � SQ FT L SO FT APPLICANT'S SIGNATURE _J �2/LG-a�^� DATE . r/L� J-11 2" l DEPARTMENT DISTRIBUTION -n ,�` CITY OF MENIFEE BUSINESS UCEN5E NUMBER BUILDING PLANNING ENGINEERING FIRE GREEN � SMIP I v INVOICE I PAID AMOUNT AMOUNT �b�,� 0CASH OCHECK# OCREDITCARD VISA/MC PLAN CHECK FEES PAIDAMOUNT 0CASH 0CHECK# OCREDITCARD VISA/MC OWNER BUILDER VERIFIED OYES 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.cityojmenifee.us Inspection Request Line 951-246-6213 Amerimax Exterior Home Products AlumawoodTM Patio Cover.Carport and Commercial Structure Engineerinq 2012 IBC PAGES DRAWING SECTION DESCRIPTION 2 PAGES GN01-2012 GENERAL NOTES GN02-2012 LEDGER & I RACK 2 PAGES SC01-2012 SOLID PANEL STRUCTURAL CONFIGURATIONS INSPECTION REQUIRED SCO2-2012 ALUMAWOOD STRUCTURAL CONFIGURATIONS soh 4 PAGES LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES 4 PAGES LATTICE 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 115 MPH WIND AREAS City of Menifee 4 PAGES LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS Building & Safety Dept. 4 PAGES LT01-2012 COMPONENT PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURES JUL 2 2 2016 LT02-2012 LT03-2012 LT04-2012 Received V 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 PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND A EAS V 4 PAGES NP01-2012 COMPONENT PARTS AND CONNECTIOyN QB�NEAKEIEWPORTS h pFESSIO r NPoz-zolz BUILDING AND 5AFcTY DEPARTlL?' ess LF�c, �o? u c� NP03-2012 Q PU7-, Ycc �' r y NP04-2012 PLAN APPROVAL Q oP 9 PAGES CD01-2012 COMPONENT PARTS AND CONNECTION DETAILS 81 p * 1 CD02-2012 EXP. 012 7 CD03-2012 REVIEWED BY �� * c a�P CD04-2012 —T— CAL\f� CD05-2012 DA sr CIVIC CD06-2012 L Cate OCT 02 2013 CD0 -2012 'Approval of these plans -• : . MEMO CD08-2012 approval of,any violation of or a, `"''t for,or an UN 2015 CD09-2012 regulations and ordinances ,h .;_ jty September 29, 2013 10 PAGES Miscla-2012 MISCELLANEOUS DETAILS johsite until completion, n the 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 PU PRI:E ,r,�yi �OF.MICHrrgr \�NPLCIVr 6 P\$TE Q ``o`°OV," �A'9��`�. PROFESSIONAL ENGINEERING PS PAGE w F `• � ` '•• * �y5 ys� �,� 9F p FE'SJ�'D TA 69 cpP' r C':RL a PROFESSIONA _ :� o• PfI fitB. 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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 GLAVANIZED,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 LONGEST ACTUAL 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 3V 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=t,#12=1 "AND#14=�'OR 1P RTAINS TO LL NOTE#3 FOR U E AND SNOW LOADATTICE STRUCRES ON DRAWINGS S. AND LT01-2012 THRU LT03-2012.) STEEL WASHERS OF SIMILAR DIAMETER AND AS PER GENERAL NOTE#11 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 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 510NA1.f TO BE CONTINUOUSLY OR INTERMITTENTLY WET,THE FAYING SURFACES SHALL BE PAINTED OR O V PUT GiN� 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 EXP. 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 civl1- �P UPLIFT LOAD IS 1162 LBS FOR 115 MPH EXP C WIND SPEED.CONNECTIONS ARE FOR MAXIMUMpFE§$!0 E L1F0 \ 022015 PATIO ROOF HEIGHTS OF 12 FT FROM GRADE.THE EXISTING DECK STRUCTURE MUST BE Q. ADEQUATE TO SUSTAIN THESE ADDITIONAL LOADS.THE STRUCTURAL ADEQUACY OF THE DECK PU c2 TO SAFELY SUSTAIN THESE ADDITIONAL LOADS WILL REQUIRE APPROVAL BY LOCAL BUILDING A menmax 28921 US Hwy74 AUTHORITY OR ADDITIONAL ENGINEERING. SEE DETAIL L13,N12 ORAL. CONSTRUCTION OUTSIDE $ OF THESE PARAMETERS MAY REQUIRE ADDITIONAL ENGINEERING. * EXTERIOR HOME PRODUCTS ROmoland,CA92581 i Cl �,? CALIF CMP ICC ESR1398(2012 IBC)9/29/2013 Page 3 of 66 OCT 02 2013 NONE°IAME"W GENERAL NOTES FNCINCFGC crALAD Ik§RWM ~., � Z do 133HS 1 ZLOZ-100S �flI&r�N MV S SN33NI`ON3 99;0 V 969d E MIU/6(081 UOZ)96S WU 001 SNOUVMMUN00 3WVN AN-Am Mz ZO lo0 ivarJonlls 13NYd onus latld ao 3NONTWmW 3ZIS NOi 3lnQ3H 3Sgtl33S dW0• 0 N+9 [LS s B/£ P• ' SONIlIIDd 3N3NO1SN00 /A •fir; P• .03a HV1S 313aONQO AT NIW '36 V3'P091Ouma s 1 0 n 0 0 a d 3 W O H N O I N 3 1 X 3 ; ` _; -CA I. 3ov.0 d bLAmHSfI1Z88Z rV� u'iaLur //�� d%9Z dAL 70.TU5 N FFj p Y0 gqIIXDfgI 3lVIQ3N311Q H30V3H G d Hi�0;1 VIOSY »vodo ass�io�'a °� L� 11A10 �d5�"Ad 'iHDI3H (NVH-3N)•LS 0.9/£ 30VId SST 01 (131IWI-I 38V S38nio mis V A1t•!0 6ZN NO 0V '1IV13Q 1.� -WIOJ3WHOO QNV S1a0dWO 'iH'JI3H \L0�10£I9 d)f3 32IS NOd 3-1 OS 33S I P, S9NI1001 Q3NIVa1SNOO /A �� ZT RI (MM� 3NV SZ33AOO OIiVd 1 dj Q.O3N HV1S 31383NNNOryOONUAT NIW 90 , Z/l L 30NONd vi N3lNN0�1 S�� ID •p• S'JNI1003 83NIVa1SNO3 /A c� T3NVd a3OV3H p�11/" �03a HtlIS 313N3N07 .S'E NIW HW3 VIOSYd A1 N- Otl 1Itl13Q Z/L 1 3CIIAONd Sj � MIS iz zIS N13A Oj 31Q3H nOS 33 „ � I 531n03H05 150d 33S MIS 1SOd HOd `JNIMS _ wtiwixvw •100 %4Z xyl( ShcHIA m NVB-3a) NV8 •O 0 NVdSNV31O An JG 133LS �,Z/1 kdW %&a DNVHN3A0 Nd 213A0 2AMN AVW 13NVd �- A'INO 62N NO OV 1IV13Q 10 MIS ND3 31nanHOS 33S N VdS SONI1003 O3NIVNISNOO /A y wm ,6 X 0I Nb'dS 3 viosvi Q.03a 8tl1S 313aONOJ .S'E NIW 1rvyo ONMIS ISod ''�(f ,� S31na3Hos 3�S •s31avA Hsot � NOd 3YIQ3HOS 9NIOYdS ISOd %9Z 0Hd1,0 w" MIS ONII a03 31n03HOS 33S�, �. P. 3ZIS ONLLOOd �Tr--T�- x S3NII0Q! OM /M P. 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' 7'-1" LIVE 0.024 9'-1" 9'-1" V-9" 8'-3" r 0.032 14'-1" 13'-10" 13'-7" 12LV 0.032 12'-4" 12'-l" 1l'-9" llLV' 0.032 11'-0" 1OL10" 10'-8" 9'-2" 0.032 1V-9" 11'-7' 11'4" 11'-0" FC OCT 02 2013 0.036 14'-8" 14'S" 14'-2" 13'-9" 0.036 13'-3" 12'-11" 12'-T' 12LW' 0.036 11'-5" 11'-3" 11'-1" 10'-7" 0.036 12'-3" 121-W 11LIO" 11'-5" IMUM E T TARY WIDTH AND#10 SCREWS 25 0.018 8'-O" T-11" 7'4" V-9" 25 0.018 6LV 6'-3" 5'-9" SLr 25 0.018 6'-3" 6'-1" 5'-10" V-5" 25 0.018 T-6" 7'4' T-1" V-10" FO ANE H ER COMBINATIONS Table 4.9 0.024 1 V4" 11'4" 10'-1O" 8•-5" 0.024 9'4" Y-2" T-9" 8'-5" 0.024 8L2" 8'-0" 7'-8" 7'-1" 0.024 9'-1" V-11" 8L7" 8Lr Pa el#of#10 screws PER FOOT to attach anel to header 0.032 13'-10" 13'-10" 13'-3" 12L8" 0.032 12Ll" 12'-l" 11'-6" 1ILF 0.032 10'-10" 1OL10" 10'-6" 9'-2" 0.032 11 LT' 11'-7" 1V-2" 11'•0" Headers Gauge 1 2 1 3 2 I 3 I 4 2 1 3 I 4 1 6 0.036 14'-5" 14L5" 1T-11" 13'-9" 0.036 12'-11" 12'-11" 12'-3" 12LO" 0.036 11'-3" l lLT' 1OL10" 10'-T' 0.036 12LO" 12'-0" 11'-8" 11L5" Con) 115 mph Exp B 115 m h Exp C 140 mph Exp C 30 0.018 8'-0" 7'-11" 74" 6'-9" 30 0.018 8'-0" 5'-9" 5'4" 0'-0" 30 0.018 6'-0" 5'-11" 5'-8" 5'-5" 30 0.018 T-2" T-l" V-10" SLT' Dble 2x6.625 0.024 10'-10" 1O'-10" 9'4" SLY 0.024 8'-11" 8'-9" 8'-5" T-11" 0.024 T-10" 7'-8" 7'-5" T-1" 0.024 V-9" 8'-7" 8'-3" V-D" RIF Fascia 0.018 T 6' MAX 4' MAX MAX 3' MAX MAX MAX 0.032 13'-3" 13'•3" 12L9" 12'-5" 0.032 11'6" 11'-6" 11LO' 10'-9" 0.032 10'-6" 1O'-8" 9'-2" SLID" 0.032 11'-2" 1V-2" 10'-10" 10'-9" 3x8 0.018 V V V 4' 7 9' 3' 4' 6' MAX 0.036 13'-11" 13L11" 13'-6" 13'-3" 0.036 12'-3" 12'-3" 11'4: 11'-6" 0.036 10'-10" 10'-10" 101S" 9'-1" O.D36 tt'-8" 11'B" 11'-3" 1lL2" All Others 0.018 3' V V 4' 7' 1 9' 3' 4' 6' MAX 40 0.018 T-7" T-7" 7L3" OLW 40 0.018 01-0" 0'-0" 0'-0" 0'0 40 0.018 5'-7" 5'-7" 5'4" 0'-0" 40 0.018 6L8" V-8" V4" OLD" Dble 2x6.625 0.024 4' V 12' 6' 9- 12' 4' 6• S' MAX 0.024 9'-3" 9'-3" 8'-9" OLW 0.024 8'-3" 8'-3" T-5" V-0" 0.024 7'-3" 7'-3" 6'-11" OL(Y' 0,024 8Ll" 8'-1" T-9" 0'-0" RF Fascia 0.024 4' MAX MAX 6' MAX MAX 4- MAX MAX MAX 0.032 12'-2" 12'-2" 11'-9" 11'-7" 0.032 1OL6" 10'-6" 9'4" W-Y' 0.032 9'-0" 9LO" 8'-7" OLO" 0.032 IO%T' 10'-7" 9'-6" OLO" 3x8 0.024 4' T 12' 6' 9' 12' V 6' 8' MAX 0.036 13'-0" 13'-0" 12'-6" 12'4" 0.036 11LY 1V-21" 10'-1O" 10'-8" 0.036 SLY 9'-3" 8'-10" OLO11 1 0.036 1 11'-O" 11'-0" 10'-9" 10'-7" All Others 0.024 4' 8' 1 12' 6' 9' 1 12' 4' 6' 8' MAX 60 0.018 01•0" 0'-0" 0'-0" 0'-0" 60 0.018 0'A" 0'-0" OLD" O'-0" 60 0.018 0'-0" OLD" 0'-0" 0'-0" 60 0,018 0'-0" 0'-0" 0'-0" OLW Dble 2x6.625 0.032 4' 9' 13' 8' 10' 13' V V 9' 13' 0.024 0'-0" 0'-0" 0'-0" 0'-0" 0,024 0'-0" 0'-0" 0'-0" 0'-0" 0.024 0'-0" 0'•0" 0'-0" 0'-0" 0.024 0'-0" 0'-0" 0'-0" 0'-0" RF Fascia 0.032 5' MAX MAX 7' MAX MAX 5' MAX MAX MAX 0.032 0'-0" 0'•0" 0'-0'• 0'-O" 0.032 OLV 0'-D" 0'-0" 0'-01' 0.032 0•-0" 0'-0" V-0" 0'-0" 0.032 0'.0" 0'-0" 0'-0" OLO" 3x8 0.032 6' 1 V MAX 8' 12' MAX 5' 8' 11' MAX 0.036 0'-O" 0'-0" 0'-0" 0'-O" 0.036 0'-0" 0'-0" 0'-0" 0'-0" 0.036 0'-0" 0'-0" 0'-0" 0'-0" 0.036 0'-0" 0'-0" 0'-0" 0'-0" All Others 0.032 6' 11' MAX 8' 12' MAX 5' 8' 11' MAX TABLE 4.11 TABLE 4.12 TABLE 4.13 TABLE 4.14 Dble 2x6.625 0.036 4' 9' 13 6' 10' IT 4' 6' 9' 13' SINGLE SPAN TABLES I NOTE:PANELS MAY OVERHANG 25%OF THEIR CLEARSPAN RF Fascia 0.036 5' MAX MAX T MAX MAX 5' 7' MAX MAX 2.5"x6"Su er Six(MulBspan)Detail N3,A 3.5"x12"Su ier 12 MulOspan)Detail D 2.5"x 12'Mark X(MulBspan)Detail 8 2"x6 Flat Panel(Multispan)Detail N2,C 3x8 0.036 6' 12' MAX 8' 13' MAX 6' S' 1 V MAX Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure All Others 0.036 6' 12' MAX 9' 13' MAX 6' 9' 12' MAX Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B I Exposure C Snow Load Gauge Exp B Exposure C (ps (in) 140 120 130 140 (Pao (in) 140 120 130 140 (psf) (in) 1 140 1 120 130 140 (Pao im 140 120 130 140 'MAX'means the maximum possible tributary width 10 0.018 8'-7" 8L7" SLO" T-9" 10 0.018 6'-l" 6•-1" 5'-5" 5'-2" 10 0.018 V-8" 6'-8" 6'-3" 6'-0" 10 0.018 9L7" 9'-7" SLY' V-11" Minimum numberofscrews ison per panel LIVE 0.024 1OL7" 1O'-7" 9'-11" 9'-8" LIVE 0.024 8'-8" 8'-8" T-9" TS" LIVE 0.024 8'-10" 8'-10" 8'-3" 8'-0" LIVE 0.024 1ILT' 1l'-7" 1OL10" 11'-11" MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND#14 SCREWS 0.032 1V-0" 13LO" 12L2" 11'-10" 0.032 12'-3" 12'-3" 1t'-2' 10'-9" 0.032 11'-i" 11'-1" 10'4" 10'-1" 0.032 12'-9" 12'-9" 12'-3" IT-1" FOR PANELHEADER COMBINATIONS Table 4.10 0.036 14'-2" 14L2" 13L3" 12'-10" 0.036 13'-10" iT-10" 12'-8" 12'-2" 0.036 11'-5" 11'-5" 10'-8" 10'4" 0.036 13L3" 13'-3" 1T-e" 13'-7" Panel#of#14 screws PER FOOT to attach anei to header 20 0.018 T-W 7'4" T-2" 6'-10" 20 0.018 3'-11" V-1 V V'8" 3'•3" 20 0.018 5'-10" "" 5'-6" 5'•3" 20 0.016 8'-6" 8'J" 8'-0" 8'S" Headers Gauge1 1 2 � 1 I 2 1 3 1 1 2 3 I 4 LIVE 0,024 9'4" 9'-1" V-10" V-5" LIVE 0.024 7'-1" 6'-10" 6'4" 6'-0" LIVE 0.024 T-9" 7'-7" T4" 7'-O" LIVE 0.024 10'-3" 10•-0" 9'-9" 10'-3" (in) 115 m h Exp B 115 mph Exp C 140 mph Exp C 0.032 11'-6" 1V-2" 10'-11" 10'-5" 0.032 10'4" 9-11" 9'•7" S'-1V 0.032 V-9" 9'-6" 9'-3" SLID" 0.032 IlLir' 11'-T' 11'4" 11'-9" Dbie2x6.625 0.018 4' 8' 12' 3' 6' V 2' 4' 6' 8' 0.036 12'-6" 12'-2" 11Lll" 11'4" 0.036 11'-9" 11'-0" 11'-0" 10'-3" 0.036 10'-l" 9'-10" 9'-7" 9'-1" 0036 12LY 1T-9- t1'-1O" 12'-3" RF Fascia 0.018 4' MAX MAX 3' MAX MAX 2' 4' MAX MAX 25 0.018 7'4" T-4" 7LO" SLID" 25 0.018 3Lll" T-9" 3'-6" T-3'• 25 0.018 5-8' "" 5'4" 5'-3" 25 0.018 SLY SLY T-10" 8'S" 3x8 0.018 4' 8' 12' 3' 6' 8' 2' 4' 6' 8' 0.024 V-1" 9'-1" 8LB.. W.V, 0.024 6'-10" V-10" 6L3" 6'-0" 0.024 T-7" 7'-7' T-2" T-0" 0.024 10'-0" 1OLO" 9'-6" 10'-3" All Others 0.018 4' 8' 12' 3' 6' 8' 2' 4' 6' 8' 0.032 11'-2" 11'-2" 10'-0" 10'-5" 0.032 9Ll1" V-11" 9'-3" 8'-11" 0.032 T-6" 9L6" 9LO" SLID" 0.032 11L)'" 1V-7" 1V-2" 11'-0" Dble 2x6.625 0.024 5' 107 MAX 4' 7' 1 11' 3' 5' 8' 10' 0.036 12'-2" 12'-Y' 11'-7" 11'4" 0.036 11'4' 1V-4" 10'-T' 10'-3" 0.036 9'-1O" 9'-10" 91-4" 9'-1" 0.036 17-0" 12'-0" 11'-8" 12LY RF Fascia 0.024 5' MAX MAX 4' MAX MAX 3' 5' MAX MAX 30 0.018 T-O" 7'-0" 6LS" 6'-6" 30 0.018 3L8" 3'-6" T-3" 3'-1" 30 0.018 5'4" 5'4" 4L7" 4'-5" 30 0.018 7'-10" T-10" TS" 8'-0" 3x8 0.024 5' 10' MAX 4' T 11' 3' 5' 8' 10, 0.024 8'-8" V-8" 8'-3" 8'-1" 0.024 V-3" 6'-3" F-10•' 5'-7" 0.024 T-2" T-2" 6'-10" V-8" 0.024 V-6" 9'-VI 9'-1" 9'-9" All Others 0.024 5' 10' MAX 4' T 11, 3' S' 8' la, 0,032 10'-8" 1"" 10'-2" 1OLO" 0.032 9L3" SLY 8'-8" 8'-5" 0.032 SLO" 9'-0" 8L8" 8'-5" 0.032 1l'-2" 1ILZ 10'-10" 1V4" Dble 2x6.625 0.032 6' 12' MAX 4' 8' IT 3' 6 9' 11' 0.036 11'-7" 1I LT' 11Ll" 10'-10" 0.036 10'-7" 10'-7" 10'-0" OLB' 0.036 9'4" 914" 8'.11" 8•-8" 0.036 11'-8" 1 V-8" 11'-3" 11'-10" RF Fascia 0.032 6' MAX MAX 5' MAX MAX T 6' MAX MAX 40 0.018 6'4" 6'4" V-1" 6'-0" 40 0.018 T-2" T-2" 2'-11" OLD" 40 0,016 4L6" 4'-6" 4'-3" OLD" 40 0.018 7'-2" T-2" V-11" 7'4" 3x8 0.032 T 14' MAX 5' 10' 15' V 7' 10' 13' 0.024 7-11" 7'-11" T-T' T-6" 0.024 5'-5" 5'-5" 4'4" OLD" 0.024 6-7" 6'-7" 6'4" 6'-2" 0.024 8'-9" 8'-g" 8'-5" 8'-11" All Others 0.032 7' 14' MAX 5' 10, 15' I 3' I T 1 10' 1 13' 0.032 V-9" 9'-9" V-5" 9L3" 0.032 8'-2" V-2" 7'-8" T-6" 0.032 8'-3•' 8'-3" 7LIV T-10" 0.032 1OLT' 10'-7" 1OLY 10'•9" Dble 2x6.625 0.036 6' 12' MAX 4' 8' 13, 3' 6' 1 9' 1 T1' 0.036 10'-8" 101-8" IDLY 10%1" 0.036 9'-5" 9%5" V-11" V-V' 0.036 8'-6" 8'S" 8'-2" 8'-1" 0.036 11LO" 11LO" 1OL9" llL2" RF Fascia 0.036 6' MAX MAX5' MAX MAX 3' V MAX MAX 60 0.018 Y-0" 0'-0" OLO" 0'-0" 60 0.018 0'-0" OLO" 0'-0" 0'-W 60 0.018 T-0" 01-0" 01-0" 0'-0" 60 0.018 OLD" OLD" 0'-0" 6'4" 3x8 0.036 8' MAX MAX 6' 11' MAX 4' T 11' MAX 0,024 OLO" OLO" OLO" OLD" 0.024 0'-0" O'-0" O'•0" OLD" 0.024 OLO" OLD" OLD" OLD" 0,024 OL(Y' 0'-0" OLD" T-8" All Others 0.036 8' MAX MAX 6' 11' MAX 4' 8' 11' MAX 0.032 OLO" 0'-0" 0'-0" 0'-0.. 0.032 OLO.. OLO.. 0'-0" ().-a,, 0.032 OLO" OLD" OLD" 0'-0" 0.032 O'A" 0'-0" 0'-0" V-6" 0.036 0'-0" 0'-0" OLTDA"B 0'-0" 0.036 OLO" 0'-0" D'-0" OLD., 0.036 0'4" OLD,, 0'•0" 0'-0" 0.036 0'-0" O'-0" O'-0" 10'-1" ICC ESR1398(2012 1WL91191D13 TABLE 4.16 Page 2g&V4.17 TABLE 4.18 Ala '1 v�b�s 910Z ZO N[1( 99104Z 90ed MV6Z/6(091 ADZ)96SPdS3 001 iUM ZO 100 "M •tna aa �nva - 68L 0 _ s LE at at BL 0 .CS tl .t2 9 11 h,S R OE et 6t 0 S•A tl SK 9'I R R R SE 3 .YS 9i R R SL 3 A-S IZ K R K 8 At tl P-A U T - It .t-A R M at at 0 L.S tl VZ a It fL It /L 3 ,h5 SL R R R 3 .PS ZE IE LZ LL B .Y.t tl .11-Z N 8 IL CE N Y9 a R at w a ANC tl AL-Z BE R It WE It 3 .B-S R R R a 3 A-S a R it LZ 8 1-.0 tl Z LL r' It ai R R 3 .tS a 1E a 61 B A:1 tl .L-S L BE 12 IL It a .0-A YE IZ M It 3 . a a LZ It tZ a AI-It tl .PS at U-) Q BE CC R R 3 Al a lZ R at a .F.1 tl .ht S'9 K It M It a 1•S 1E K R IZ 3 A•A a It a 1L 9 A-.1 tl A-.0 916 (� _ R It R 3 •1 a It BE it a AM Y 1•A 9 M It IZ K a RA a It K It 3 ."-A a It BE R 0 -L-.I tl .w..t 6 /t1 BE It R 0 •1 a R OE at a .at-.* tl .4ht S'S R a a a a Ss R It It It 3 A-1 a It R R 9 A,..f tl A-.I To R It to K a R R It 94 a .Z.3 tl .Y,I S R CL t2 R 0 .4VA R K It R a 3l R It a 09 0 1•.V tl S.1 9 OlSS330�a R IZ a It a A4 YE R IZ 14 8 L.9 V A•A 9'1 R a a a a 22 R It R R a .GL1 a a a a 9 Al•.Y tl A'.1 11 R R a OZ a 8A R a a et 0 .L-a tl A-S 1 0IZ a tZ a 91 a It a a a Z-A a a LL a e .l-.s Y A•,S I LE R It OL a .$,41 IZ a a LL 8 A-.9 Y S-.9 at a It a a a Ah2 a K CE a a YA a R It R 8 .45 tl .S-.S 9'9 a R It (OZ 0 1-Jt R K a L1 a S-.! tl I Al I C w a IL a a a .SA 9Z R a CE a , A It a ti (Z a .a-$ tl Ah5 9 \ 831a180SCBHdW914 BE IL a a a 1-,8 R R a a a 3d WE a K R a .1-0 tl A's aS R K R It 3 .0-S a R R \SL .C.S R R E LZ 0 FX Y .V X R R M R 0 .Vt R R It R a A'At K R R at 8 .PS tl A-1 s BE YL It K 3 .Z-S R BE R �L .9,5 a R R K 0 S-.0 tl AZ 1% R R M IZ 0 1-.6 U R It R a .9-At R R R 6L 9 .4 hA tl .I-1 St A'Na R K It IL 3 .9-19 BE R R . ..8 a a LZ It 0 .tt tl .9vt 9 ¢ R It 2 0 .VA{ LZ R R R a A-L R YE ZZ 64 a A•1 tl .1l-A 1 MM R It K It 3 L-.9 a R It I A-.9 It a It a 0 A•.0 tl AVE 91 a a It R a .L-.4 a R R It 0 .VZL R It a at tl .Z-.B tl A•AI S'C 3Nl R a It It 3 Ah.S 9E R It IL 3 .ha K CZ IL a 9 .6-.0 tl .L-.0 ! LZ a R R a .RZL BE U SE It 9 .t-CL R SE a Bt tl A-,6 V .OL•,N C a R BE a a 3 2-.9 a R K IL 3 .9-A IZ CE It OE 9 .0-.I tl .fiC 99 9adnSod Hd{9911 R BE a CZ O .a-A it R IL It 3 A-.L K CE a BE a .ht tl 1.1 9 a a a a 3 A-.S OC BE OC M 3 ZS R R 0 R a .9-.t Y Z•5 tl LZ Be It a a Al-a it R K It 3 A•1 9E CL Zi R a .t.t tl .LNc 9'9 a a a a 3 .ha a R BE a 3 .t.9 R R BE R a Aht Y .9-5 LI a 9E It a 0 .C1 a R IZ BE 3 A4.1 R tE a OL a .LL-.I tl .tI 9 BE a at BE a A-A a a at a 3 M-A R R SZ R a Z-.1 tl .3.2 11 4 BE It U a .t1 at R R a a S-.9 R It a OL a .CIS tl AO C'I a IZ BE BE 0 .01•4 a a R at 3 S1 R It It It a A'.I tl A-A OL BE 9L SZ a 0 .%"0 a a BE a a A-A R It a at a A-.s tl A-S I a a a so a &1 a 6Z R a 3 .8.1 R It It K 8 A.I tl 2-1 9'6 9E LE BE ZE a .4Na a it R a a AVE R R CZ U a .ha Y AA 4C a It R a a .t-1 BE a 9Z a a AL-1 R K /Z IE B .11-.1 tl $1 6 R LZ 1 R 11 1 0 ,tA BE BE R U 0 A-M LZ R R 1 U a A..L V S1 C Ot LE LZ a U a Al BE BE 9Z a a 1-A a K It It a .1-5 tl A..9 B9 93d1SOd wNGCP. 03N1SOd%3 HdWs0 it LZ LE LZ a 0-1 BE a a a a .9-.9 a It It It a .ts tl A-.9 B R R 9E R 3 A•5 R 99 R R 3 A-.S a R a a 0 .tX tl A•1 Bfi BE a LZ to a A-A 9E a BE at a .Ot-.9 a It It M a .L-5 tl .hA S'1 99 SZ R BE 3 1-.9 a R R BE 3 .0-A R a a R 0 A•S tl S-,C a a a it LZ a A-A R LE a LE a SW a a It It a .W..9 tl .tA L R 93 9L SL 3 AVS R 9E R R 3 A-S R a R a 0 A-1 tl .h.0 59 BE LZ R R a .a-A BE LZ a a 0 A99 a R Ca a a .L-S tl .4A1 S9 BE R R R 3 AA R a 8Z 93 3 A's It a a a a .11-5 tl -PA 9 9E a R R a A-A BE LZ it it a A-M a R It a 0 -tS tl .Nt1 9 R BE R R 3 S-.9 a R R R 3 A-A It a 2 a a .{-.1 tl A-.0 9'L a a R R 0 .1-b R R U a 0 J-0t U SL IE R a .Lt-S tl .1,21 S'S R R 9L a 0 1-S !Z a BE R 3 3•1 It a R R a .t.* tl .NI L a a R BE O SAl OE a R 9L a 131 LL R YE a a .Y1 tl .L-.Cl s LE BE It fE 0 At-A a R SZ it 3 .S`2 BE a at LZ a 1-.1 Y ." 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S9 a BE It It 0 15 a a R a a 1-Al a a a a a .LL-.S Y .S•Al 919 R IL a to a A•1 R It a R a .I-A a a IZ al 9 &S tl A-.Y 9 R SZ K It 0 -O•AL a Be R R a .Nlt BE a a It a R1 tl .I'M 9 R It a M a .L-.a R K a a 0 .01-.0 It a lE 6L 0 L-4 tl S& is a BE a It 8 .YAI a R YE It a V.tt Be It a IE a .r1 tl .hZL 9'9 R It a LZ 0 3.9 BE SL a a 0 .hA IL It to at a .a-A tl A-3 9 a R It a a .h.11 ai R R It 0 .C•ZL R It a IZ V A-A V 1-.Cl S R a a LZ 0 ".a 9E a IZ a a A-AL It a ZE 6L 9 S-.9 tl .tS S'1 a 9E It a a 13 9Z LE R It 0 A.L1 R K R K tl A-.9 tl .NSI S.1 AMC) R SE CL lL 0 .9-b LE R IL a 0 .0-41 R CL a 9t a A .9 tl .11 I a R R ZE a A•21 BE a SZ a a .LL-.a R R a OE tl .tA Y A•1t 1 atl01 lE R K IZ a 4.LL R R a a 0 1.1 Y S19 aE a a R R B .t,= a LZ R SZ B .tht R R K a tl 2X Y A•41 5'C 3Nl U R IL R a .C•,ll K R R OL 0 1-Zl R It a 9{ tl .t8 tl 9b C OC a LE BE U a -9'.fi at a R a 9 .Z-SL a R It a tl A.." tl A'ZE C at B3UROAEaWWSLL 03HiSO6K6 HdW Blt Ow (4) Ne W MI M (W MI MI MI (W BYI M) MI () M) W IW O9) M7 NO lal (] MI M" ]LO'dCl A. P. P. P. w" Odl A A P. A 3dAG Od) 01t13 119 (fsd) P. P. A P. Ud (Li) P. A A A 3dA1 " P. P. A A 3dA Wit 9tltS (1.-0 GSA OWCJW 91alO0J ins lSOtl and¢ZLHwR100 us "ad MM& f6L00d0311da1311W 3As LSOd Mw a 10d atl13IL0 (Ld) at101 003¢39C✓d101W 3M LtOd wMa and a3JCddlSli 391s LSOd ONRdd9 003034Mtl15N00 3M LSOd IX91aYd9 80d 6916 NO (Ld) ad01 ZL I Al I .9 LM NM .at I AL I A 00 NM Mad Zt I At I A 100 NIB Aw am ONRdda HI M MONB ZL At I A IGLOO! NM LSOd Zt ( at ' A LL 1W NM L w Zt AI I .0 WIC)al NIW ISOd OA3a CNIOtld9 W0 MOi3I CNillaOdl )(tlYl H1CN31LACdYYYI I LSOd Law Bill IN1o90 H1CN31150d)LW9 11V91 H1CN31 KOd 9(tlN M NLt]1311sOd%tlW Wil aw 150d BOIL "WEDS{wnue alaW amnus 6nul)Ua slllaW BIIII9"s 9{!in U9as!IIaW aMnaS snun s!IIaW aNM eu!Plwisewj 080eµtl Loaulptelsawd POLPEW n64P9ewd t'9 BV.L LO Oupual59 JA paLpBNtl Lo8lgpuelsewj POLF Meupuslsewd psweµtl Va 31SZN !B.IaO)waaa.szwwz4.GM,( (SZ HEM)WOSAt5XZY0'O a19BOO 0£N llela0) weaB 9Oe.36O ZY0'0 SZN II9laO)w9aB,SZS'AZ 'O elaaOO MNIlel00lW IS.ll,p{,ZKI'09!a{m0 (OfNI!MM u9'a$1to ,p5,19a'0 SV3WON{MHdWaLLNISM3AODIV M3NP000NVOLLVdMWSONIOVdS1SOd0.9L3AOOa1lOS SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 116 MPH WIND AREAS 0.O42WMr Bcx Bumn (DetaiIN30) Double G.G42k3'3 eam(Detail N25) I Double 0.04(Y'SQD5.625"Bum(Detail N25) 0.042X xr Box Beam 7Oetail N30) Double C04TXSk8"Beam(Detail N25) Double 0.04UW-4.625'Beam Detail N26) TABLE 5.1 Attached Freestendirgor Attached Freestand'cgor Attached Freestanding Or TABLE5.1 Aaachad Freeslandng Or AtI6Ghad FreMending Or AUNhod fulmendig Or Structure Mulda en Units Structure Multispen Units SWctune Mullis an Units $Wchm, MM0 Units had Mulllspan Units Structure MWlispan Units ORIX1W li6B POST POST MA% MAXPoST IFNGTH MPX MP%POSI LENOIH Ml1X MAXPoSi tFJGIN OROLHI lWB Po51 POST M11AfT MA%POST IFlLTH 7JAX MAX POST LEFETH MAX MA%Po5f LEHOTH SNOW VMOTH SPACING PEOO PoBT MIN FDOiFl9 T I IV I 17 Met MIN Fennell e' 1T ( IT POST WN POUTER r ' 1T I 12 SNDW WDTH SPKIN3 PEOO PDST MIN COT 6' ' 1O I 1Y P09T MIN OT b' ' 1T 11T POST MIN oar 8' I 1O I 17 LOAD lPn d4 SLAB FOR SPKING POST bVE eONSTP! F00 SPAGNO Poet SITE rSRAIIEDFOOTER SPPGNO POST 5� CONSIRP72ED F00 LOP➢ (FT) ONSIAS FOR SPAOIG Po9T SBE COFSmNtEOF00TER WMW PO5r WE CONSIRVM=DF00 BPAD P09r aQE CONBLRPIBED F00 IPSF) (FO VJUI (FG TrK 'd W •d •d (M TYPE •e 'd •d Y (FT) TYPE •d •d •d •d IPSF) (F) SLRB (FT) TYPE -d "d V 'd (Fit TYPE 'd •d •5' 'd (Fr) TYPE V 'd •d 'd (n) !) (W M9 th) M1 Ihl M) (h BN (e6 MI MI MI MI IN (W MI (H (W M) Os M) 1151APHEXPUS1AE0 a130 WtlE[PpSUiEa 115MPHE%POsURaB 20 3 11'-10• A lti A 20 25 26 16 17-T C YS ZF 29 30 11'd• B 22 26 26 w 60 ] Y- fr A T-r B 16 21 22 2{ 9'-1• D 18 23 25 25 6•a' D 18 23 24 25 LIVE 35 10'-r A T•T B 20 24 20 2T 11•$ O 23 27 26 JD 1P5' C 21 Z6 29 29 ]S 1'-Y A 5'-T B 16 21 22 21 B'-'] D 19 M 24 15 T-T D 1B 22 M 25 LOAD { T•11' A 5-11^ B 11 N 25 27 10-0` O 21 28 1A 29 p-0' C 23 ]a 27 2B 1 P- T A 4'$ 8 16 20 22 ffi T-T E 19 22 24 25 T-r D 19 M 23 26 ON.T 43 T-11' A 6'-5' B 21 23 15 26 10'-P 0 24 28 Z! 2B 9$ 0 21 25 27 26 4d S- Y A 4'-0• B 16 20 21 M T-r E W 22 23 25 T$ O 19 22 23 24 5 1-1. A C-0' a 21 23 25 2a Yam• 0 25 25 27 26 T$ D 24 25 M 26 5 2'-r A X- B i6 20 21 22 T•T E 20 22 23 24 V-1. E 16 21 2J 24 5.5 T•5' A 5'-T B 21 21 11 ffi 6'-10' 0 25 25 ST 2d 6'•1• O 24 25 26 26 53 2'- T A VA' B 17 19 21 22 T-Y E 20 21 23 24 S-Y E 19 21 22 21 6 S'-11' A 3'a' 8 22 22 24 25 T-4' D 25 L' 26 ffi T-6• O 25 25 26 2) fi T-5' A ]'�' C 17 19 ZO 21 S$ E 20 11 Y1 21 S-Y E 19 21 22 23 6.5 S-T A P•fl' 8 12 22 24 25 a'A• O 26 25 26 27 AI" D 25 25 26 2T 6.5 2'Q- A ]'-Y O 17 19 20 21 V-r E 20 21 n2] 5'-r E 20 21 22 M S-1• A 4'4• B 22 22 n25 T-)• E 26 26 a 27 T•0- a 25 25 25 2r 7 7-1. A Y-11• L 11 19 20 21 V-r E 20 21 22 23 1'-11• E 20 20 22 23 7.5 4'-r A V-5• B 22 22 2T 25 TJ' E M 2a a TT S-r D 25 2s 25 27 7.5 1•-11' A T-r C 17 16 20 21 4'- 11' E 20 20 22 23 4b• E 20 n 22 M 6 v-r A 1•-3• B II 22 23 24 T-11• E 26 M 26 27 V$ D 25 25 25 26 B 1'•r A Y-T C 17 16 10 21 4.W E 20 20 22 23 P-Y E 20 20 21 23 i3 4'-2' A I'$ B 22 12 ffi M T-0' E M Sfi 2fi 21 TJ' D ffi SB 16 ffi Bd 1.2- A Y$ C 17 16 19 21 4'$ E 10 10 11 21 1'-r E 20 20 21 22 9 5-11• A 3'-Ir B 22 Y2 23 24 S•5- E 27 2T 2! 2T 6'-0• E 26 26 M 26 115MPHEXPOSUREC a IN MPH EeFOSIAEa 93 V-9• A 3•-r B 22 22 21 24 9-r E 27 w 27 27 S-r E 26 26 26 M 60 3 V- 10' A 5'-r a 16 2J 2{ 26 9'-1• D 21 25 II 26 6'J' D 20 25 26 26 10 ]'$ A 3•$ B 22 Zi 21 21 T•r E 27 II II 2) T-T E 28 16 26 26 3,5 4'•2- A 5'-Y 8 16 23 24 25 9.3' E 21 25 26 28 Ta• D 20 24 M 27 11 ]''-Y A 3•-S C 2] 21 23 2] S•T E 2) 27 27 2) S$ E 2) 2T 2T 27 4 ]'•T A 1'-8' B 16 22 2] 25 T-T E 21 21 16 Si 1'$ D JV24 25 21 115MPHEJ(PO.SURaB 43 J'-r A 4'-r B 16 22 2324 T-0• E M 24 23 n 6a' D M 25 M 23 3 11'J• A 9'•r A 18 23 25 a6 I3'4' c 21 25 II 25 fY-0• B 20 25 26 27 5 T-11• A T-it' B 19 21 2J24 6-T E 22 24 25 26 S-1• E 2] 25 2633 T$ A 6'-Y A 19 23 24 25 1Y•Y C 21 25 26 28 ii'-1• B 21 24 26 27 5d 2•T A J'J- C 19 21 E24 T-r E 22 23 25 2fi 5'•9- E 2] 24 26 4 T$ A T$ a 19 M 24 25 I1'r D 22 24 26 2i 10'-3- c 21 24 25 27 6 Y•Y A 34• C 19 21 Y123 S•r E II 23 24 26 6'•5. E n 24 264.5 T$ A V-11- a 19 22 23 25 10'-r D 22 24 25 27 9'-T C 21 2] 25 a 65 2'- Y A T11 C 19 20 22M S-S F 23 21 24 28 5'-1• E 22 24 25 5 T-r A TS' 0 to 22 13 24 f0-r O 23 a 25 36 S- 1 D 12 0 25 26 7 Y-1^ A Y-11' C 19 20 22 A S-2• P 23 2i 2{ 25 1-01• E 22 b 35 5.5 T-Y A 6'-1- B 20 21 23 N 9'$ 0 23 23 25 2a e•.r 0 22 1] 21 M 6 17 • A T-r B 20 21 22 24 lr • D 23 23 25 26 6'-Y D 22 M 21 25 OVER- TABLE 52 TRJWTARYWIDTHa FOR 51NOLE ePM ATTACHED STRUCTURES 6.5 5'-r A SJ• B 20 21 22 ffi T•T D 23 IS 24 a T-Ir D ffi 23 2{ 25 IW10 PROJECTIONOFSINGIESI'MSTUCTURESIFTI 7 V-1w A N.I. B 20 21 22 23 T-Y 0 23 ffi 24 a Ta' D 23 22 24 25 (F0 T i T 9' 1T Ill 12 1T 11' 15 1F 1T tT 1T 2T 21' 2T 7.5 4'4• A 4'-1r B 20 20 22 23 T•fr 0 24 24 24 25 TS D D 1] 23 25 O 7 IV 4' 4.5' V 5S 6 6S T 7.F V a.5• 6 SIN IV 10S 11' 6 1-1. A FT B 20 20 21 2] lr - E 24 24 24 25 V-il• D 2J 21 23 25 1• IT 4' 4.Y 5' 5.T 8' 6S T 25 V as P 9.5 1O 1D.6' 11' 11.T As d'-0• A 1'•r a 20 20 21 M T-r E 24 24 24 25 T-0' D 23 M 23 24 Y W. Na Ne 5.V 6' &V T IN 6' AT V 9.V 10• 10.5' it' 11.5 IY 9 T-r A {'-Y a 20 20 21 22 C-Irr E L 24 24 25 T-Y D 24 21 24 24 7 Ne NB n% Ne N4 Nr Ne e' 8, S 9d• iT 10.5' 11' 11.5• iY 12V a.5 T-T A 1'-0' 8 21 21 21 22 C• E 24 2{ 21 24 T-r E 24 24 24 24 4' N. Na W. N. Na W. Na Ns NB NF N. ION IV 113' IY 12S IJ' 115 MPH EXPOSWEC x130 M1+11EXP091FEa ffi 3 it W A T4' A 20 25 26 26 12-T C ffi 2T 29 3a 11'-0• a 22 2fi 28 30 TABLE 6.3 Pest Requirements TABLE 5.4 Peat Requirements For 3.5 9'$ A T-r a 20 21 26 27 11W O 23 2T ffi 30 IV-Y c Is M 2e 29 fw Attached Single S It Structures Freestanding Structures or MulSspan A6ached Structures 4 T-0' A w-It. B 21 24 25 17 1041• D 24 26 29 29 9•$ c 23 26 II 29 Post Description MAY POST Used Pool Description Maximum Max POST 43 T$ A T-Y a 21 23 25 as 10'$ D 24 26 2J SB 9'-r 0 24 M 27 26 H 1 Code Feeling Height Code DBtell9 s T3• A 6'-r a 21 ffi 25 2e T4• D 25 Ss 27 26 e'$ 0 2/ 25 ffi 26 Twin 0.080'x1.5"x1.5'SaDll B A K 0.041'&f WSteel Clever d= 20' 1 9' B N11,N 5.5 T-r A s'•r a 21 2] 24 26 T•Ir D 25 a 27 28 b'-1' D 24 25 26 a 0.042'50W'Aluminum Past 10' B wD 0.041",95X Steel Clever d- 21" 8' I B N17,N 6 T•r A V-V B 22 22 24 25 S4• D 25 25 26 26 T-0' D 25 25 26 27 0.024"19X0'POstisilh Side let 11' B Nis.ex / 3116',G"i'Steel$ N d= 29' 1 14' 1 E N77 AG 63 S-r A C-11• B M M 24 25 Ta• E 26 26 a27 n1• D a 25 26 27 ClolsroO30'3 'Alum 11. 0 ini' 1 4 31I69690"Steel$ u e a-- 32' 1 8' I F N17,AG 7 1'-1r A 4'.r B 22 a 23 25 T-T E 26 26 26 27 T-r D 25 25 25 27 Clow 0.040")359'Alum 1T D NII.M 3116k4k4"Stool Swim N d= 35" 1 14' 1 F N17,AG 7.5 1'$ A d•Y a a 22 a 25 r$ E 25 26 26 n T-r 0 25 25 25 II Colonial 0,062"EAwded 12' E AE 3N6k4k4"Sleet Sombre tl= 3B' 9' 1 F N17,AG 0 aV' A W-Y B 22 22 23 24 T-It• E 2e 20 26 27 T-Y D 25 u 25 26 DD41")3X3"Steel Clover 7T F Mi.AH 3H6'x5'k5'Steel S a I tl= 47" 75 I G N17,AG ed d'-0• A V-r 8 22 22 2J 24 VS E 2e 26 1a TT 6.2• E 26 M 26 28 aw-'a56'Steel Clover B' G MI.AH 3H6'A"A'Slul$ d= 46' 15' I N77,AG Y S-0' A TAT B 22 22 ffi 24 T-Y E 27 27 27 ZT T$ E ffi 28 M 20 37165Gi'Xi"$IeBI$ UBre 7S H M7,PG 9.3 Y-T A 3'-b' L 22 22 a2 24 a-Y E 1) 2) 2> Z7 S-r E 26 26 SB 26 3116- .0"S1881$ o:: 1Y I N17,A0 C 10 Y4' A J'-0' L II 22 22 21 T-0' E II II 21 II 5'-T E 3fi 26 2B M 3116'WYk4"$IBBI SgUMB 14 J NI7.AO QR `SS/Q GENERALLNSTRUCTIONSFOR THESE TABLES 3116k5'XS"SIe6i uare 15' K 11,117.A31Q� 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 8.FOR SINGLE SPAN ATTACHED UNIT USE THE POSTSHOWN IN (Q L Z CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT TABLE 5.1 AND 6.3 3.DETERMINE WIND AND LIVER SNOW LOAD OF STRUCTURE SITE FREESTANDING AND PMU�$PANEUNITS USE TABLE POST IF THE HEIGHT NOTSUFFICEM 28921 US Hwy 7arHome ProdDpl6 FCIS y`�Up '�0 c� (PATIO UNITS USE IO PSF MIN,COMMERCIAL UNITS A FWD THE OIC SPACING OR#OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Romolend,CA 92686 Q V '4f n1 USE 2OPSF MIN) 10.USETHE APPROPRIATE DETAILS(N1-N35 orA-BM) 4.CHOOSE A PANEL FROM SECTION 4.0 THAT HAS Cad Putnam,P.E. 681 ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 14 FROM ABOVE THEN 34411vylink Place �. S. DETERMINE TRIBUTNYWIDTH FROM TABLE 5.2 OR SLAB 7,DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 6.1 Lynchburg,VA 24603 6139/201 CALCULATE FROM TRIBUTARY DIAGRAM ON SCO2 PAGE 2 OF 2 SLAB 8.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING cadputurrAcmmastnet 6.CHOOSE A HEADER FROM TABLE 5.1 THAT HAS ADEQUATE SLAB 9.FOLLOW 940 FROM ABOVE * C a\P' POSTSPACING. SLAB 10.FOR TWO POSTSTRUCTURES USE TABLE 7.1 ON SHEET Mlw FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES CAS\F� 7.USE THE APPROPRIATE FQOTER SIZE SHOWN W TABLE 5.1 9rFOF AL OCT 02 2013 ICC ESR1398(2012 IBC)9/29/2013 Page 25 of 66 ]UN 02 2015 510Z ZO mni 10 aka AIO 99 fo gZ 86ed £LOZl6Z/6(081 ZLOZT 96E L21S3 001 ELM ZO 1o0 LLOZI . 3 6848 at at st oz pz a K a A-,E v .1-z 6 ' 1 .91[ et at el fil a Ahe v sz TO Iz {L IZ K 0 .CA In K lZ IZ 0 .h.0 ZZ a a ZL 0 9.0 If .4Z CI .WX 61 84 94 84 a .O-.1 V AS 9 IL IZ IL IL 0 .S'A lZ K LZ K 0 1-.0 ZZ a an a 0 .6-.0 v .LI-Z at 'I 0 .l•.Y 61 6l 6L at a .E-t v AL-z TL K IL lZ lL a A•A tz K K {Z 0 .Oh.c ZZ a a ZZ a .P.I V .Z-A 11 :Lf r at 6 .h.Y a 6I at 61 0 .9•J v .L-.t L K It IL LZ a .Lhc It a LZ 4L a 1M IZ IL K K 0 .Y-.P v A'A at Iy2 CC r- 6L at at 61 1U a 6l at B4 0 .6•J V .hA T9 K IZ K K 9 .L-.t ti lZ K K 0 .ht R K IZ In 0 3J V .6-.0 TB IL I'f•. 6t I 6l at a .4VJ OL 69 6l 6l 0 .4.S V 1'.t 9 OZ a a OE 8 a-,1 It K IL It 8 .9-.Y K lE K In 0 .4A V .Lt-S 6 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NIW LSW Zl I Al ' .9 N31CO3 NW 7SOd a.031 WIOtld9 VIM MWs HLW31150d ZVCl XtlW 4LLWa119ad11tlY1 6tl91 allill 15 Wgl %vw JAW law SDIL Q010MS HLON3l190d),IIYi 1(Wil WW31180d 1LtlW )tV1'1 H1W31180d OLVIY %VW 15Gd JSOd aa11 (rifla 0 Sl!ult ueds!pnW empnpS Spun md9111nW emp"S spun lle applW aulPlu!S spu(1 s!pnW empa9S W!uJllleas!IInW eatplul8 awn ue wv4 alntan1lS m Bu!pueJseeld pa9aeatl m6u.�puelsaa9d pay09ptl l0&npuelsaa0d palpeptl T evi lO Buque19e91d pay0911tl pBuWalsaald PeLFenv nBLn,WWwalj pey0071tl 9'931etl1 (M 0e1a011eapa1010 Ia61S.fXfXtTO'O OIBie0l apsed pepnlp3 eµwJi eO (11!eROJ speed PaPn1IX3,9'S MI!e1a0719aPaColO lams..IX.mm'a (O Ilan e!Osed PaPnlp3 elw01,103 {l DaleO eased Peprlryg,S'9 MIN ON WI HdW 914 Ni SHMOD 1tl10113WWOD 0NV OLLtld MOd SONIOWS 1SOd 0'9 e3A00 OIIOS SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAE 12 sage%3"%@'SIeaC(Delall T) Double 16 Ga 3kB'Steel C(Detail TentlA Double 12 Ga 3'x@'SIeeIC(DelellTand AYl 12 Gauge x3)(8'Steel Detail DOuble16 Ga 3'ke'SIeeIC(OetailTanOA Double 72 Go 3'k@'SIeaIC(Oeta9Tarltl Al) TABLE 6.8 Attedletl Freesantl6g or AVachetl Reasserting ar Attached Freestanding or TABLE 6.S Attached Freestanding or Attached Freeslandngor ALladad Freeslandinget Sbuchare MWIi nUNIs structure Multis a,Units SOucture MWlispan Units Structure Mukigm Units Stmclure Mulls an Units Structure Multispen Units GROUND TRIG POST POST MPX MAXPOSTLENGTH fill% MA%PQ9TLEi1GTX MA% MAXPoSr LENO1N GROUND TRIG POST MAX MACPOST LENGTH MAX MAXPOSTLEHGTH MP% MA%POSTLENGTH sNGN WIDTH SPACING flEOD POST MIN FwTER 6' ) 1T I 15 POST MIN FOOTDI Y I tY I 19 POST MW famF3t Y I tY ) 15' SNOW Vr1UT11IIZTNGREOD PoST MIN OT 5 I 1Y I 15' PofiT MIN B' I 1£ ' 15' POST MW wT 8' I 1Y LOAD (FT) ON SLAB FOR sPAGW POET 612E wNSDIAWFD FOO SPACING POSr MIE CONSTRWNPo FOOTSPpCWO POST BaE CONSIRPIIEDFDO LOAD (Fri M4 SLAB FOR BPAGN POST sDE CON9IFNNEO FOOTFR SPAcr POST b1lE CONSIRPIN4OFw SPACN POST 912E CON9TRNHEO FORT (PSF) 0T) SLAB 0TI TYPE 'C 'd •d V IFn TYPE 'd 'd -d -C (F'N TYPE 'C 'd 'd 'C MI M) On) M) MI M) M) ) MI On) M) 1 (PSF) lFq 4LPa (Fit) ttPE V 'C -Cr - (Fn TYPE •d -C 'C 'C Fri TYPE 'C 'd •C V Pnl M) PN MI M) Onl ON M) En) M) M) M) ib YPH IXPOSUREC w160 MPH FXPoSUREB f107aPHOPO5la9EB 10 5 tY-T A vry F 35 35 JS 21'-2' F IT 37 37 25'-7- F 39 M 38 JO 5 S$' A IV-v F N 30 30 51 1S4. F ]2 32 33 35 2{'-0• F % % 35 38 LIVE 55 1£d- A 1r4' F % 36 3S W.G. F % 38 % 24••10• F 40 40 11) 5.5 5•J• A IV-5- F 31 31 31 31 19'-B• F 3] 33 33 35 tl'S O M 35 35 N LOAD 8 114• A 15S F 36 % 36 IV-IV F 39 39 " 2111' F 41 41 11 a 4'S A Iv-r F 31 31 31 31 1T-10' F 3] 33 33 % 2Y-T G 30 36 % 37 ONLY 85 IV-9 A 15'S F 37 37 37 19-0' F 39 39 39 a'e. F 12 42 42 65 AT A 1Y40• F 31 31 31 31 1T•1' F % M % 31 21'-11- G 36 36 a6 ]T 7 9'-0• A 15'S- F 37 37 37 1YJ• F 39 39 39 =.It- G 40 11 43 7 4'4. A IT.2- F 32 32 ]2 ]2 lw' F 51 % % M 21'S G 37 37 37 37 75 9-1• A H'4- F 37 N 67 IT-r F 40 40 40 =.S- G N H 43 e e'S A 131V F ae % % 15-11• F 40 40 40 21'-tit' G H H H 78 3'4' A 1Y-7- F X? 13 32 32 15'S F % ]1 31 % 25.11- G 38 39 38 38 8 3'4• A 12'-1- F 32 32 32 32 IV4. F 35 35 37 35 2YS G 30 JS 30 ]8 85 9S A 13'-Y F 38 38 38 N-10 F 41 41 41 21•S G 44 H H 89 T-r A 11'-T• F 32 M 32 32 14'-0' F 35 35 35 35 W.J. G 19 39 39 a B TS A 1Y4' F 30 ]S SS 15'-10• F /1 /1 41 21'•1' G 15 15 IS 9 3'-Y A 11'-1' F 32 ]3 32 92 14'-2• F 35 35 JS 15 19'-0' G % 39 39 ]9 95 r-Y A IYJ- F % J8 35 15V• F 41 41 41 20d- G {8 46 /6 9.5 YS A 1Gd- F 31 W 33 ]3 13'4• O JS 35 35 N 1SJ- G {0 40 40 /0 f0 S-V A 1IAV F 36 38 38 14'-11' F 42 42 42 2W4• G 48 46 H 10 z-ID• A 104. F A ]] 33 33 1Y- 3' a 36 36 % 36 19'-0' G 40 40 W 40 105 6-5' A 11'-5' F 30 39 J9 14'S F 42 42 12 W.O. G 47 47 17 t03 £S A 194' F ]J A 3) % IY•I1• a ]6 36 ]B 36 1Y-0' G 4f l] 41 41 11 CJ• A 11•4. F 39 39 39 N'-P 0 42 43 42 19'-0- G 41 7 47 NO MPH EXPOSURE m1WMPHEXPOSUR66 Its S-11- A 101P F 39 39 39 fY-9- G 42 42 42 19'S' G H 46 H 30 5 5'd- A 14'-11• F 3l JJ 33 3] 16••r F 35 35 M 31 2Y-9- G 36 % ]6 40 12 5'S A 10'-5• F 39 39 39 1Y4' G 43 43 43 15.2• G AD 46 48 5.5 5-Y A 14'4- F ]3 % J3 33 1T- 11 SS A 5-10- F 37 37 37 12'-9• F H Il 41 1S'-]' G 46 45 46 3 F 36 % 36 ]T 2YR G ]0 39 39 40 6 R9• A IT.W F % % % % 15•- F % 38 36 37 2t'S G 40 40 40 40 AO MPH EXPOSURES 85 VA. A tYS F % % % % 15'4• F 37 37 37 37 20'-1S G 40 40 40 40 20 5 T-1' A IT-0' F JI ]t 31 ]t 2V-0' F 33 ]) % 35 25'-0' F ]s ]5 38 38 7 1'-1' A 11'-H' F ]/ % 31 31 15'-0' F ]i ]T 37 ]T 304' O /1 at q tl LIVE 5.5 58 A Iw-9 F 32 >2 32 32 2V-0• F 33 30 33 35 24•J' F 39 36 36 % 7.5 V-0' A 114- F % % % % 14'-S• F aT 37 37 37 19'41' G 42 42 42 42 LOAD 6 5'•11' A 15Am F 32 32 32 32 19'-1• F % % 34 35 2T-T F 35 % 30 ]7 a T.W A iVAT F J5 % ]5 35 13'-fit' G JB 38 % 30 1SS G 42 42 42 42 ONLY C5 54' A 15-0• F U N 32 32 18'J• F % % % % 22'-11- G 37 37 37 37 85 Tw A 10.5- F ]5 35 35 ]5 13'3- G % 3S % % 15-1' G 43 43 N 43 ] 5'-1' A f1'A' F 32 JS 32 32 Ir-r F a ]5 35 35 =4- G 38 % ]e % 9 YS A 1V.T F 35 35 15 JS 1Y- 11' G ]0 % % % IY-0• G IS 43 43 43 75 V.V A 1Y-0' F 33 33 33 % 15-I1• F 35 35 35 35 21110- a ]8 38 36 % a 4'4• A 1]'-1' F 33 Sit 33 33 lYJ' F 35 % 35 a 21'4- G 39 39 39 39 OVER' TABLE92 TPo8VTARY IWDTIS FOR SINGLE SPAN ATTACHED STRUCT2 U 8.5 1'J' A 1Y-7- F J] Sit A 33 IS-s- F 36 % 36 36 26.11' 0 39 39 39 39 HANG PROJECTION OF SINGLE SPAN SNCNRESPil 9 3'41. A 17-1. F 33 33 M M fvJ F 36 36 M 36 20'-r G 40 40 40 40 (F'n 5 T 8' 9' 1G It- IT IT 14- 19 15 1r fY IS 20- 21 27 9.5 YS A 11'4- F ]1 M % 14 WIT F 36 38 M 36 2C-r 6 40 40 40 40 IT 3S 'r4N T 6.6 S GA, r TS Y ON S 9S 10, 104' 11.10 YS A 11'4- F M % % % ICA- F 37 37 37 37 IV-IV G 4f 41 11 41 1• 3S• 4• 4N S 5S 0 65' r 7.5' 8' CA. 9 9S 1V IIN 11. IIN fay Y�4' A 1V-11• F % 31 % % IT-11' G J7 J7 37 31 194' G H 41 41 41 V N, We We M N/ CA r IN Y ON B' IN IV lox 11' 11Y lY 11 YJ' A 1C-T F % N % % IS'S G 37 37 3T ]T 1S4 ' G 42 42 42 42 7 DID Ne N/ We N. N. We M Na rite CUP 1V IDS- it, IIN' IV 12N 115 ]''-Y A lV-]• F % N % % IS'S G W 3> 31 W is."_ G 42 42 42 42 1' Na ox 04 Na M Na Na Ne M W. M Ne Ne Ne N4 12S 1]' 140MPHEXPOSW2EC a1W l4PH FXP09UREB 20 5 r-1' A Ise• F 31 N 31 34 15a F 36 % 3e 36 2.T-7• F a % 3e H TABLE B.3 PoaL ftequlrements TABLE 6.4 Poat Requirements or LIVE 5A 5S A 15'4' F % 34 34 % tYJ• F % 36 36 38 2Y-f0• G 39 39 30 40 for ANached Single S an Strucures Fraestandln SWOWrasor MUlBs nAFmched Structures LOAD 6 5'-11• A 11'-Y F M % % % 1T4- F 37 37 37 37 ZYJ• G 10 40 40 40 Posit Description MAX POS Detail Past Description Ma%imum Max POST ONLY 6.5 5S A fY-S F 35 35 55 ]5 16w F 37 37 37 37 21'S G 41 41 41 41 Holt Code Facing Height Code Detail# 7 s•-t• A tz-1o• F u JS 35 35 fsa• F 39 3e 3e 3e 2114• G 41 It 41 H TWin 0.06Dk15'k1.S'Saoll 9' A ac 0.041'k3'k3'Sleel Clover d= 20" 1 V B N11•AH 75 V.S. A tar F 35 35 as 35 154• F 36 % 36 % 211d' G 42 42 42 42 0.042-x3'k8"Aluminum Post IV B x30 D.D4l'k3'5t3"Steel Clmr dim 21" 1 S' B N77 AH 9 4'S A 11•-0' F 36 % 38 36 14'-9- F ]a % 30 35 2V-2' 0 43 43 43 13 0.024"a3 3"Post WIN Side la 11' B N1a 01( 3/1@k3X3'Steel Square d= 29' 1 14- E G 95 4.2' A 11-41. F 35 % 36 35 Iw4t, F 39 39 39 39 19-9' G 43 Al 13 43 CIOYer 0.C3MIn3'Alum 11' C N11.PH 3J16'k3' IA k3'$IBeI IHre d= 37 @ Nij•AG 9 3'-11- A 10'A- F 36 M 36 36 IT-T G 39 39 39 39 ISS G H H H H CIOVer O.04D'%3k3'Alan 11' D NW.AH 3I16k4'514" Suers d= SS' I 14' F-NITAG 9.5 941 A 1V8 F 36 35 36 M IT4. G 39 39 " 39 19.1• G H N H H Colonial 0.052"Extruded 1z E 3II6•x4' 'Steel Saware d= 38" 1 V N17AM to 94' A 1VS F w 38 36 M 1Y•11' G 40 40 40 40 19•-s• G 45 45 45 45 0.041'k3'k3'Sleel Clover 7T F N111 3I76'x5' S'SteelS m d= 41" IS G N17 AG f05 34• A 94' F 37 ]] 37 ]] 1Y-r G IO 10 10 10 16•-9 G 45 45 45 45 0.041'k3X5'Steel Clove, 8' G NI I.AH &i6k x6"Steei d= 75' 1 N17•A5 11 3'•Y A 9-1' F 37 37 37 37 1Y•]- G 40 10 10 40 1". 0 45 H 46 16 3116X3'k3''BIe6I B Uare 1S IN NR.AG 11.5 3'-1' A S•Y F 37 37 N 37 11'-11' G 40 40 10 Io MIT H 46 46 H K 3H@k3Y.f'$t0e $ UarO 72' 1 N17.AG 12 2'-01' A Y•10' F 37 31 N 37 11'-0' G 41 41 41 It 174- H O 47 17 47 3I76k4"X4"$1e9159Uam 15' J NM AG GENERAL INSTRUCTIONSFORTHFSETABLES 3116kSSt5'Steel$glare 1.9 K 7,AG Q�QF,ESSIC 1.CHOOSE FREESTANDING OR ATTACHED STRUCTURE 8.FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN -pU 2.CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT TABLE 6.8 AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Exterior He aaucts rHwy 74j�� A( 3.DETER WIND AND LIVE OR SNOW LOAD OF(PT UNITS USE IO PSF MIN, OMMERCIA COMMERCIAL SITE g FIND THREE OTC SPFESNDICNG OR#OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Rormleed,CA 925SE Q��S ` �C�N�(1 C`�3 amT2 USE 2OPSF MIN) 10.USE THE APPROPRIATE DETAILS(N1-N35 or AEM) 4.CHOOSE A PANEL FROM SECTION 4.0 THAT HAS Cad Putnam,P.E. H ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivyllnk Place r-\ -C 681 �.. 5.DETERMINE TRIBUTARY WIDTH FROM TABLE 62 OR SLAB 7.DETERMINE MAXIMUM POST SPACING ON SLAB FROM Lynchburg,VA 2450 /1 CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2PAGE2OF2 SLAB IL USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING cadputnam S.CHOOSE A HEADER FROM THAT HAS ADEQUATE SLAB 9.FOLLOW 9.10 FROM ABOVE \ P.6/301261 POST SPACING. SLAB 10.FOR TWO POSTSTRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES \ �Cp[.lF 7.USE THE APPROPRIATE FOOTER SEE SHOWN IN TABLE 6.0 61 tz VI, `P OCT 02 2013 ICC ESR1398(2012 IBC)9/29/2013 Page 43 of 66 JUN 02 2015 Y 30 t, ZLOZ—LOdN dwo;s e�saul6u3 99)o qy 86ed £LOZ16Z/6(091 me)96E LNS3001 Salo;onl}g O.;od po MeN Jo; S1N :1 UDI aauu0 s D uauadwo . £60Z ZO l`JO dO/P36 slono OVd 3HOH e01H31X3 tZ6 tl0'Puslowoa t+t AMH sn Lzsaz .XBLUIJGWIP IIVIM O �,( 3s0d VI3SVA INOdM3N 5N AINO SIINn a3HOV11V NVdS 3I9NIS V. 8 `) CAOIIV WnIV 91—E909) 9NI1110d NO )apaaH 'IS 01 1SOcd 9NI133NNO3 MO.J 13XOVNE® nd' L .8 x .e X .ai.010 OISs3 SI1o1 aa}daa 1HOIN IV WH TV139 33S ONuoo3 a0 8tl'IS ,ti bti / RON 33S N❑I133NN113 d3(IV3H 3IVAMM as a3HSVA' 0 .t •;; •.y•• „ ,. 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II 9EH400E .8I0'0=� FN 9EH400E .81 '0 � ZN' 00s'1 I— I3NVd 1VIJ WMV .9x,9•2 I3NVd 1V13 WnIV .9X.Z 0/13 .9 a SwS ON �2.5' 3 1—2'—{ 641 #10 SMS COYQt PANEL @ 6' D/C , 0128 —� Live MAX"L"FOR TOT SEE TABLE 4.10 4.656 1.000 3' 6 5/B' P3' =E Load Wind Speed OR SIDE MOUNT I�—ENCLOSED IN 7,75• I(" � (psf) and Exposure 16"olc 24"ok DETAIL N30 0.0750 --� I--0.37 TYPICAL 10 110 mph Exp a 21'-3^ 14'-2" 12 (t= 0,105') or 2,000 115 mph Exp B 19'-7" 13•-1" 16 Gn Ct= 0,059') I t= 0.030' ALUM 130 mph Exp B 16'-7" 10'�" —L = 0,040' ALUM 140 mph Exp 8 13'-7" VA.. = 0 041' STEELP.PI x INMN 710 mph Exp C 1s-T 1ou^ 0.875" TYP. 4.043M. ALLOY) 115 mph Exp C IV-T' 9'-7" 130 POSTS MAY BE TRIMMED w/FLIX N 16 3004-H34 ALUK ALLOY) 20 140 mph Ex C 9'10" 6-7" STEEL "C"— CHANNEL HEADER CALIFORNIA FASCIA ALUM. FACING. P N9 (STEEL A-653 Fy--50 KSI) N1 (ALUM 6063 T6) O 3" ALTERNATE POST SIDEPLATE CONNECTION DETAIL N 1 1 (3105-1-125 ALUM. ALLOY OR TOP MOUNT BRACKET NOT ALLOWED KSI STEEL IN SNOW LOAD AREAS A-653 F Y— ) SEE GENERAL NOTE #9 FOR CORROSION PROTECTION 3' x 3• METAL POST /14X1.5` SCREWS 6 PUKES 1,5' 0.125' SEE GENERAL NOTE 19 °s-� m'w M EXISTING SAVE 4- OF WOOD FRAMING wuoax a Ntsr wr¢ • EIGHT #14 SMS L r� STRU URAL PANEL am aaxs exweo n1 TWO 3/8' X5' LAG ➢ETAIL N8 sc ooaru xale ALUM 0.125'z1.5'xt.6' SCREW W/ 1'0 STEEL O PANEL Iwlom tN'1ied•'0^" STEEL (fy = 33 K51) THESE DETAILS ARE LIMITED TO BRACKET. t` spacwG 7 N 1 8 WASHER ONE ON O O I50 mph EXPOSURE B AND 120 mph T�Imurr �� 4` EACH SIDE OF, POST Exp C FOR 10 PSF p � BETWEEN scREws TERN A E EAVE ATTACHMENT L 2* AND 150 MPH EXP C FOR 20 PSF 2x OF LEDGER BOARD O LUMBERS FIR itnrAs Doe's SIDE MOUNT BRA T LUMBER FLOOR BETWEEN p I L H E PENETRATIONS JOIST DR HEADER LEDGER AND F N 12 TO ALLOW DRAINAGE �SStO MPSE Y AND LY SEALE ATTACHED STRUCTURE POST TOP MOUNT 13RACKET SAVE OVERHANG AND 'L' MUST pd RE R ALSO COMPLY WITH DETAIL Ne TO DECK FLOOR JOIST \ 068 9 \ Q�OFESSLO` 6130I201 N 14 T0.024" OR v srgl civil �� JUN 02 2015 0.040' TYP. 3"-6„ ASTM A500 GRADE B g F FCALIF 3' ALUM SQUARE POST 3.DD` STEEL POST O #9 FOR CORROSION SEE GENERAL NOTE * * r�max 28921 US Hwy74 t =0.0 ' 3004H I CJ �P R=.0937 ..1— t =0.0404D' 3105H26 TYP. 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SCREW OR d 4 #14 SCREW PER Q o I 2.5" MIN TABLE 7.5 0.024' 3' x e' Header 03 3' x 8' Header R2 " p = 0.032' M042'> I I (OA420 "ANC4 . 3" 4' or io as 0.040' j 2' x 6• Slde Rote 9 a #14 S i i k14 SM p 1 3' x 8' Header N1 CONCRETE FOOTING N31 I I 3'x3' POST(0.042•> CONTINUOUS 2x OF WOOD LEDGER N30 3'x3• Posr I OR PROVIDE SIMPSON STRONG TIE d �'I O I I MSTA36 (ICC ESR 2105 AT SPLICE 3/8' x 9' STEEL REBAR EMBEDDED AT 'B' RAFTER & SIDEPLATES I I 2x6.5' SIDEPLATE LOCATION) d < 33' B = 9' HEADER (3004-H34 ALUM. ALLOY) I I COVER W/ 0.019" ALUMINUM d < 38' B = 12' (3004-H34 ALUM. ALLOY) d < 46' B = 18' N32 ALTERNATIVE SPLICE FOR ATTACHED UNITS N2g FREESTANDING OR ATTACHED O N34 LEDGER BOARD ATTACHMENT POST/FOOTING CONNECTION Seal with permanently flexllole SIX 1/4' LAG SCREWS DR R14 SCREWS & waterproof sealant W/2.5' DF PENETRATMN INTO WALL STUN SEE GENERAL NOTE Nei CONTINUOUS 2'x DF LEDGER BOARD OR PROVI➢E SIMPSON BF 2' x 4' , STRONG TIE MSTA36 (ICC ESR vD® DOUG FIR RIOS) AT SPLICE LOCATION STUD WOOD STUD 1,00'min. COVER W/ 0.019' ALUMINUM ., �,, T MIN e 1/4' Lay Screw RAFTER U CKET 1. M T DETAIL L7 S\ON ATTACH PATIO COVER 1 a `-3•Xe' ALUM Q- P� G/4, 3.5' AS PER N26 OR N27 1 HEADER Q Completety Seat with 68139 permanently flex66te 6 N3 waterproof sealant * EX 613MO17 IfT Q�OFESSlO 25' MIN PENETRATUIN 1.00'min. 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