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PMT16-02024 City of Menifee Permit No.: PMT16-02024 29714 HAUN RD. Type: Residential Addition �ACCELA MENIFEE, CA 92586 MENIFEE Date Issued: - 06/28/2016 PERMIT Site Address: 31849 GARLINGTON ST, MENIFEE, CA Parcel Number: 360-651-031 92584 Construction Cost: $2,400.00 Existing Use: 1 &2 Family Residence Proposed Use: Description of INSTALL 12'x 23'SOLID ALUMAWOOD PATIO COVER NO ELECTRICAL .Work: Owner Contractor AARON JIMENEZ PSLQ INC 31849 GARLINGTON STREET 28910 RANCHO CALIFORNIA RD MENIFEE, CA 92584 #206 Applicant Phone:9517954260 LOIS MONTINI License Number: 919885 PSLQ INC DBA GREENBEE 28910 RANCHO CALIFORNIA RD #206 TEMECULA, CA 92590 Fee Description DIV Amount f$l 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 peril 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 ❑ 1 am exempt from licensure under the Contraclors'State License Law for the I hereby affirm under penalty or perjury that I am licensed under provisions of following reason: Chapter 9(commencing with section 7000)of Division 3 of the Business and By my signature below I acknowledge that,except for my personal residence in Professions Code and license is in full force and eff, n (), which I must have resided for at least one year prior to completion of License Class Lice se o. `1 rj improvements covered by this permit,I cannot legally sell a structure that I have Expires _ — ignature built as an owner-building if it has not been constructed in its entirety by licensed v contractors. I understand that a copy of the applicable law,Section 7044 of the WORKERS'COMPENSATION DECLARATION Business and Professions Code,is available upon request when this application is submitted or at the following Web site: ❑ 1 hereby affirm under penalty of perjury one of the following declarations: h0o•//urww.leainfo.ca.cov/calaw.html. I have and will maintain a certificate of consent of self-insure for workers' compensation,issued by the Director of Industrial Relations as provided for by Dale Section 3700 of the Labor Code,for the performance of work for which this permit is issued. Property Owner orAulhorized Agent Policy# O By my Signature below, I certify to each of the following: I am the property ❑ 1 have and will maintain workers' compensation insurance, as required by owner or authorized to act on the property owner's behalf. I have read this section 3700 of the Labor Code, for the performance of the work for which this application and the information I have provided is correct. I agree to comply permit is issued.Myworkers'compensafion insurance carderand policy number are: with all applicable city and county ordinances and state laws relating to building n construction.I authorize representatives of this city or county to enter the above- Carrier identified properly for the inspection purposes. Policy# �G/a�D��I Expires 1 (D ' Dale ,L Property Owner orAulhorized Agent (This section need not be comp)dL f the permit is for City Business License# 0?1�NO3 one-hundred dollars($100)or less) HAZARDOUS MATERIAL DECLARATION ❑ 1 certify that in the performance of the work for which this permit is issued,I shall not employ any persons in any manner so as to become subject to the Will the applicant or future building occupant handle hazardous material or a workers compensation laws of California, and agree that if I should become mixture containing a��azardous material equal to or greater that the subject to the wo rrs'compensation provisions of Section 3700 of the Labor amounts spec're+3'on the Hazardous Materials Information Guide? Code,I shall o w h comply ith those provisions. / •�/i DYES f3•NO Applica t; ate;— / /1 Will the intended use of the building by the applicant or future building occupant require a permit for the construction or modification from South WARNING: FAILURE TO SECURE WORKERS' Coast Air Quali anagement District(SCAQMD)?See permitting checklist COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL for guideli SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND DYES ❑NO CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, Will the proposed fi rd g r modified facility be within 1000 feet of the outer DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE boundary of ool? LABOR CODE, INTEREST,AND ATTORNEYS FEES DYES NO CONSTRUCTION LENDING AGENCY I have read the Hazardous Material Information Guide and the SCAQMD hereby affirm that under the penalty of perjury there is a construction lending permitting che ist. undo land my requirements under the State of agency for the performance of the work which this permit is issued(Section California Health ef€h'Code,Section 25505 and 25534 concerning 3097 Civil Code) hazardous nal reporting. OWNER BUILDER DECLARATIONS ❑Y 1 hereby affirm under penalty of perjury that I am exempt from the Contractor's ; Date License Law for the reason(s)indicated below by the checkmark(s)I have placed PROPERTY OWNER ORAU ORIZEDAGENT next to the applicable item(s)(Section 7031.5.Business and Professions Code: Any city or county that requires a permit to construct, alter,improve,demolish, EPA RENOVATION,REPAIR AND PAINTING(RRP) or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the The EPA Renovation,Repair and Painting(RRP)Rule requires contractors provisions of the Contractor's State License Law(Chapter 9(commencing with receiving compensation for most work that disturbs paint in a pre-1978 Section 7000)of Division 3 of the Business and Professions Code)or that he or residence or childcare facility to be RRP-certified firms and comply with she is exempt from licensure and the basis for the alleged exemption.Any required practices.This includes rental property owners and property violation of Section 7031.5 by any Applicant for a permit subjects the applicant to managers who do the paint-disturbing work themselves or through their a civil penalty of not more than($500).) employees.For more information about EPA's Renovation Program visit: www.epa.govAead or contact the National Lead Information Center at ❑ I, as owner of the property; or my employees with wages as their sole 1-800-424-LEAD(5323). compensation,will do( )all of or( )porting of the work,and the structure is . ROM not intended or offered for safe.(Section 7044,Business and Professions Code; Rr 1� The Contractor's State License Law does not apply to an owner of a property ❑An EPA Lead-Safe Certified Renovator will be responsible for this project who, through employees'or personal effort, builds or improves the property, provided that the improvements are not intended or offered for sale.If,however, Certified Firm Name: the building or improvement is sold within one year of completion,the Owner- Builder will have the burden of proving that it was not built or improved for the Finn Certification No.: purpose of sale). ❑ I, as owner of the property an exclusively contracting with licensed ❑No EPA Lead-Safe Certified Firm is required for this project because: contractors to construct the project(Section 7044,Business and Professions Code:The Contractor's License Law does not apply to an owner of a property who builds or improves.thereon, and who contracts for the projects with a NMI PERMIT/PLAN CHECK NUMBER DATE TYPE: ❑COMMERCIAL ❑RESIDENTIAL ❑MULTI-FAMILY QMOBILEHOME ❑POOL/SPA ❑SIGN MECHANICAL SUBTYPE: ❑ADDITION E]ALTERAT❑IOR_❑�EMOUTIONNUMBEROf❑ELECTRSQUARESI�L NEW ❑PLUMBING- I 1 � DESCRIPTION OF WORK ` ov h y . PROJECT ADDRESS 1a5� 03► TRACT Ci ASSESSOR'S PARCEL NUMBER �(�' LOT Building & Safety Dept. PROPERTY OWNER'S NAME Aay-(As770 m JUN 2 8 2016 ADDRESS PHONE 1ry� b__JC�_1o� J EMAIL 11. APPLICANT NAME ADDRESS Q I,O Q l PHONE 1V 1J ` �/' "3-7 EMAIL Wvs OWNER BUILDER? ❑YES NO CONTRACTOR'S NAME BUSINESS NAME ADDRESS -1 - � EMAIL L PHONE I �J<<�A-i(� `���-y/�� CONTRACTOR'S STATE LIC NUMBER q`/ LICENSE CLASSIFICATION 1 1 ��..yy�� L SQ FT VALUATION $ SLAM- 1 SQ \ n DATE APPLICANT'S SIGNATURE c `CITY OF MENIFEE BUSINE55 LICENSE NUMBER DEPARTMENT DISTRIBUTION SMIP 1 BUILDING PLANNING ENGINEERING FIRE GREEN 0CREDIT CARD VISA/MC INVOICE PAID AMOUNT O CASH O CHECK# AMOUNT 1 OCREDITCARD VISA/MC PLAN CHECK FEES PAID AMOUNT fl CASH O CHECK C NOTARIZED LETTER O YES 1-1 NO OWNER BUILDER VERIFIED OYES C NO DLNUMBER enifee, CA 92586 951 672 6777 City of Menifee Building&Safety Department 29714 Houn Rd. M www.city0f menif ee.us Inspection REGUest Line 951-246-6213 Aaron Jimenez Plot plan 31849 Garlington St. Not to Scale Menifee, Ca. 92584 619-852-9093 276 total sq. ft. of Solid Alumawood Patio Cover set at 9' high . Attached to the house and to the existing concrete slab. NO ELECTRICAL LEDGER & THAC , O INSPECTION REQUIRED 20' U C) 23t U. 12' Cit of Menifee Buildin & Safety Dept, J 2 8 2016 RE cOIVOd WIT&Y OF MENIFEE BUILDING AND SAFETY DEF 411TIVIENT' PLAN APPROVAL Driveway REVIEWED BY lP 1e7�)Il0 DATE U,_ 7777M be a permit for,or an approval of,any violation of any provisions of the federal,state or city regulations and ordinances. This set of approved plans must be kept on the jobsite until completion. Sidewalk Garlington St. Amerimax Exterior Home Products Alumawood*°Patio Cover,Carport and Commercial Structure Ennineerina 2012 IBC PAGES DRAWING SECTION DESCRIPTION 2 PAGES GN01-2012 GENERAL NOTES City of Menifee GN02-2012 Building $ Safety Dept. 2 PAGES SC01-2012 SOLID PANEL STRUCTURAL CONFIGURATIONS JUN 2 8 2016 SCO2-2012 ALUMAWOOD STRUCTURAL CONFIGURATIONS {✓I� 4 PAGES LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES Received � 4 PAGES LATTICE 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 115 MPH WIND AREAS a 4 PAGES LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS 0 4 PAGES LT01-2012 COMPONENT PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURES LEDGER & TRACK U LT02-2012 LT03--2012 2012 INSPECTION REQUIRED U 2 PAGES SOLID COVER 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES L a 10 PAGES SOLID COVER 5.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 115 MPH WIND ARE 0 1 10 PAGES SOLID COVER 6.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AR S ` 4 PAGES NPo1-2012 COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTS NP02-2012 rraw NP03-2012 g\ NALf OQ' -PU NP04-2012 Q?O G R PUTN c P �yt G��. cm _ •P R o 9 PAGES CD01-2012 COMPONENT PARTS AND CONNECTION DETAILS 8 O CD02-2012 1, CD03-2012 TMENT � CD04-2012 CD05-2012 spq , IVR' A OVA CALIF CD -212 l cAL)F OCT 02 2013 co07ol-2012 � CDOS-2012 CD09-2012 s IEWED BY 10 PAGES Miscla-2012 MISCELLANEOUS DETAILS September29,2013 DATE Misclb-2012 MISCELLANEOUS DETAILS Misc2-2012 FAN BEAM DETAILS 'Approval of these plans shall not be construed to be a permit for,or an Misc3-2012 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES approval of,any violation of any provisions of the federal,state or city Misc4-2012 7.0 FOOTING AND SLAB ATTACHMENT TABLES regulations and ordinances. This set of approved plans must be kept on the 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 jobsite until completion. 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 �+ N .. • ..: iy OF MICHIGA - pL CIbI� GP_.. ... N PROFESSIONAL ENGINEERING PS PAGE Fy �S7Eq 2 •� � � Ri �.* �`c`' � c9 .Q�' �� •• yFOP iSjO:�� .� . T1i per. i t s s lit/ C".RL s I PROFESSION PE-5805 ` ENs ;9 �, GOB,. T. ?�, FF's 1S y�'/ _9 • et, n E No 9 1 ;z E �v65 � '•: •,: � ra. M. Aly _ 3 S ��' /•...A` Fp ` t' FOFIJE �,� P O 03 1 ,� ON 112 2{ �N ,�FEss D P' �� :, r••nNY} A it: 531 �Q (P� ♦`�� F (�C i .\Pp�1 P Nq., NE25, .+``+�+�OF OH%/ .`• • �'Ssip ���p R ��% •�'•. c 9 }• ��. 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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(SOC)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 ANSUASME 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 V 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 30' 14. ALL SELF DRILLING AND SELF TAPPING SCREWS MUST COMPLY TO ICG-ESR 1730,2196 OR GENERAL NOTES FOR LATTICE STRUCTURES: EQUIVALENT AND USE HEADS W/DIAMETERS EQUAL TO #8=76°,#10=e',#12=2'AND#14=J'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 AIL 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. r 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 Si0 E TO BE CONTINUOUSLY OR INTERMITTENTLY WET,THE FAYING SURFACES SHALL BE PAINTED OR 5 N�� OTHERWISE SEPARATED IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL PART I-A UTy acF� SECTION 6.7. C 8139 19. WHEN A SINGLE SPAN ATTACHED UNIT IS ATTACHED TO A WOODEN DECK,THE MAXIMUM 6/30/201 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 Sp CIVIL UPLIFT LOAD IS 1162 LBS FOR 115 MPH EXP C WIND SPEED.CONNECTIONS ARE FOR MAXIMUM �ppfcSS10 9 FCAI-W 02 2015 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 S�C' PU c� TO SAFELY SUSTAIN THESE ADDITIONAL LOADS WILL REQUIRE APPROVAL BY LOCAL BUILDING `� m AUTHORITY OR ADDITIONAL ENGINEERING. SEE DETAIL L13,N12 OR AL. CONSTRUCTION OUTSIDE 8 rn inqirier�max` Hwy 74 28921 US OF THESE PARAMETERS MAY REQUIRE ADDITIONAL ENGINEERING. * *, 2,92, CA 92585 EXTERIOR HOME PRODUCTS . C .a�P. . CAL1E - CMP Sam- OR PART GENERAL NOTES ]CC ESR1398(20121BC)9/292013 Page 3 of 66 OCT 02 2013 NONE NAME ENGINEERS STAMP MEN GN02-2012 SHEET 9 OF 9 Z d01 Hs ZLOZ-LOOS a w N dWtl1S SN33NI`ON3 99I01,abed £LOZBU6(091 Z L0Z)86£LaS3 001 SNOLLV21noHN00 3KYN SM Zo 100 AINO 62N a0 OV 1IV13Q mumm ovalAYd4l9iIL ' d ao 3NON 1'Obf110n2LLS l3NVd OIIOS — MIS NOS 31nQ3H]S 33S � T S9N110Od 03NIVa1SNO] /N - dWO. ptre-3H) _ P. o3a Qtlls 313a]NQ7 .sE NIN a�� . 10 are ms r, s I I .Z/l l 30A�7 ❑� 'BSZ6 tl0'Puelowoa SionOOad 3WOH a01a31X3 � g 4L H sn LZ69ZXL2WIJE :8 3r ONayds 'd+•L' NNmm Nr= misL� /Nill%YII a3OV3H AD who, d 83AOO Y1051' vMA jlltlOdO OIS5334 aN3 13Nvd '1HD13H 11A13 did+ .ST 01 Q31IWI-I 38V SMnl3ndlS A1N0 62N SO OV 1IVAO mil._ -3a)"1LS P•e/£ 3�/ld .Q,n ,daT 0i a3lIwii 3NV SN3ADO Ellidd 0 £19'dk 3ZIS SO-1 3ln03H]S 33S-Z; I I •p Q.03SOHV 5�313a7N0]SS�E NA 6 L990 Z/L t 3Q�QN lOd �a x P_ 03aetllS 31Q3NItlalS S'E MN 3IVN 9 13Nyd d�r� I I / NItl21n U3AOO A1No 62N SO OV lIVl3(l 3ZIS a0.3 31na3H]S 33S L 301A021d 5T ZO — r� • S31na3H3S ISOd - 33S MIS ISOd am = 'l00 0N10VdS S HIIHIXVH NVdSaV31] 3O lxaic 0 ryV33g .0�� %92 �NVHa3A0. siLaln Nd 210 31VIBO A AVW 13NVd �- A1NO 62N NO OV 1IV13Q 0 .P 3ZIS M:J 31nuMS 33S ON dd5 SON11003 MNIVa1SNOO /A aVmv.6 % ONEy NVdS tl10Stld b0 Q,03a HVIS 31MONO3 AT NIH S�n03HOS 33S 'S31atlA H10N31 oNK//dS 1 d3¢b„i, a0i 3IDmHJs 33E 33S SNMS 150d i0 XgZ 0"'0 'XYII 3ZIS ONOOOi HOd 3lnmH]S 335�'1I- 3ZI5 9NUOOi _f/�T, kP• aDi 31n03H05 335 SONI10Od :Py__ P. s �.ig• S9LII1!]0! Q3NIVa1SN0] /M p� UNIVa1SN0] /A MUM Nriso .Z/L L 301n0a m_ 1 W3a 9V1S 313a]N00 AT NIN rAdO MS 313MONO3 AT NON /L L 33OV408d in10 V•"� x 371G3L]S 33S x TNI •{ .� pJ n I�ydSS m1lllIX39 '� MOW d d %�VQ,,QZ 39M am A1M 9NUMU V WANVH VI'JSYj Dy 3�S7�S M � V 3Nd 0�' 13Hd MAO Nn WLI i AS OV iO�S O riNYa sa3N3��i atnmHas aN3 NIY3 VIOSU 0 i •SZ'0 3dOlS 'NIA 35Od O 8 t{ION3l NIY3 20 Ot 1,03"0l •N1 '(MM 3LVI031 MI aid) SUM Z M U 3M 3AYH AVM 'ATIY]Oa3A anWIM VIOS'i I,Oad i0 y001 Hh � N01I03fOad rMSL�0 NOIL�fOad iO � playa HLON3t 3E of SM 71Y 'SISod and 3ln0 I3S 33S -MR NOLLTi � .perm N10 tm .�nO3H05 3'XS' ALUM HEADER _ 31XB' STEEL C MAX, RAFTER SPAN DOUBLE ALUM HEADER , MULTISPAN FREESTANDING (CLEAR SPAN DOUBLE STEEL C BEAM LATNCE STRUCTURE 1W0 OR MORE SPANS x5.525', 37xH" OR 3'x3" ALUM. RAFTERS LATTICE OVERHANG 36' MAX MAXIMUM24' MAX FOR 30 LOAD OR HIGHER PSF SNOW RAFTER � 5�. CLEARSPAN LATTICE OVERHANG LA MAX tttt ^4 24' MAX FOR 30 w0- 4V PSF SNOW LOAD OR 4`� I POST HT. HIGHER OF CLEAR SPAN STEEL 8'x 12 16 FOR BEAM EA M WRAP DEIAI .,I�o��o�t F� �[��H� ap�-7 rRY DETAIL 'L18'. �?� '1P�5* "W "'f/(E. R/F ATTACHMENT TO MIN 4' MIN 3.5' CONCRETE SLAB REO2-.I /AP .'9T CONCRETE SLAB W/O FOOTINGS W/ CONSTRAINED FOOTINGS SCtn'' OLA"'wl; MAY BE USED WHERE PERMITTED SEE SCHEDULE FOR SIZEkW MIN 3.5' CONCRETE SLAB I y I SEE SCHEDULE DETAIL L29 ONLY�y .d. v' REO'D V/ CONSTRAINED dl FOOTINGS �. .'�%,F,� MS. S� SCHEDULES' T'UF7F MIN. IOU OF PROX"/' FASCIA T \ 2'x6.625', 3'xB' OR r N F SPAN ATT—AS T�LATTICE STRUCTURE 3'x3' ALUM RAFTERS 4 S� yes} HEADER A MAX. COVER PANEL TRAAILS OVERHANG LATTICE: FrFxW&RF SEE DETAIL L3 Jkro 8 Au �� 0 015 PROVIDE DWVN 1� MIN 3S' CONCRETE SLAB MIN 3.5' CONCRETE SLAB ,�i�'00,�. REO'D V/ CONSTRAINED /Yp f. 0 LE 'd .I REWD W/ CONSTRAINED FOOTINGS $1 NCij FOOT SCHEDULE ING SIZE FOR .. .d.l FOOTINGS A Q�� P rN ��� MULTISPAN UNITS 111 REFER TO GENERAL PLACE 3 8 0X 9" SINGLE SPAN FREESTANDING Nlin�mW N ATfJin "^'�+�TM''^� LATTICE SIRUCNRE ,I. � C 139 NOTE 22. SEE SCHEDULE FOR SIZE \ 6 1 Z r ILL ➢ETAIL L29 ONLY \ _ �—TW TW TW� �—TW TW TW TW QQOF.ESS10 sT9 FC L 0� P _ m O'HANG---� OVERHANG v 8 n m AmerimaxM 2B.21 US Hwy 74 EXTERIOR HOME PRODUCTS ROmolad,CA92 � * Romoland,CA 92585 C �\PME fiCAUF� 'CMP mu. 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and Exposure Ground Rafter Wind Speed and Exposure Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C Snow Load Spacing Exposure C Snow Load Spacing Exposure C Snow Load Spacing Exposure C s in 130 140 150 170 in 130 140 150 170 s 1n 130 140 150 170 s in 130 140 150 170 t0 24" 8'-l" 7'-3" 6'-T' 5'5" 10 24" 17-4" 11'-4" 10'-5" 9'-0" 10 24" 16'-l" W-11" 13'-10" 12'•1" 10 36" 14'-7" 13'-5" 12'-0" 1V-8" 3"xr Rafter 6"o/c Mulls an or Single) LIVE 20" 9'-0" 8'-2" T-5" 6'-2" LIVE 20' IT-6" 12'-5" 1T6" 9'-11" LIVE 20' 17'-e" W-W IS'-1" 13._0 LIVE 32" 15'-6" 14'-3" 13'-2" 11'-5" Ground Rafter Wind Speed and Exposure 16" 10'-3" 9'-4" 8'-6" T-2" 16" 15'-2- 13'-1I" 12'-11" 1V-2" 16" 19'-3" 18'-2" 16-10" 14'-9" 24" 1T-10" W-5" 164" 13'•3" Snow Load Gauge Exposure 12" 12'O" it'-0" 9'-8" 7'-7" 12" 17'-5" 16'-0" W-10" 12'-11" 12" 21'-0" 2V-0" 19'-1" 16'-10" 16" 21'•8' 2V-0" 18'-6" 16'-1" s in 130 140 150 170 20 24" 4'4" 4'4" 4'-4" 4'4" 20 24" 7'-5" T-5- 7'-5" T-5" 20 24" 1l'-3' 11'-3" ll'-3" 1V-3' 20 36" V-2" 8'-2' 8'-2" e'-2" 10 0.024" 12'-5" 12'-5" 11'•8" 1D'-3" LIVE 20" 5'-2" 5'-2" 5-2" 5'-2" LIVE 20" e'-11" 8'-11" 8'-11" V-11" LIVE 20" IT-S" 13'-5" 13'-5" 13'-2" LIVE 32" 9'-2" 9'-2" 9'-2" T-2` LIVE 0.040" 164" 1"" 14'-9" 1T-6" 16" 8'_6" 6'-6' 6'-6" 6'-6" 16" 11'-1" 71'-1" 11'-1" 11'-1" 18" W-10" 16-10" 15'-10" 14'-9" 24" 12'-2' 12'-2" 12'_2" 12'-2" 20 0.024" e'5" 8'_5" B'-5" 8'-5" 12" 8'-7" 8--7` 8'-7" 7'-7" 1 1 12" 1 W-8" 141-8" 14'-e" 12'-11" 12" 1 18'-2" 18'-2" 18'-2" W-10"I 1 16" 1 18'-1" W-1" 18'-1" 16'•1" LIVE 0.040" W-10" W-19" 14'-9" 13W' 26 24" 4'-2" 4'•2" 4'-2" 4'4' 25 24" 7'-1" T-1" 7'-1" 7'-1" 25 24" 10'-e" 10'-B" 10'-e^ 10'-8" 25 36" 7'-10" T-10" T-10" 7'-10" 25 0.024" 8'-2' 8'-2" 8'-2" 8'-2" 20" 4'-1 I' 4'-11" 4'-11" 4'-11" 20" 8'-6" 8'-6" 8'-6" 8'-6" 20" 12'9" 12'-9" 12'-9" 12'-9" 32" B•A" 8'-9" 8'-9" 8'-9" 0.040" 14'-6' 14•_6• 14'S" 13'-6" 16" 6--2" 6'-2' V-2" V-2" 16" 10'-7" 10'-7' 10'_7' 10'-7" 16" IT-6" 15'-6" 15'-6" W-9" 24" 1l'-7" 1T-7" 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20" 8'-l" V-1" &A" B'1" 32" 5•-6" 5'-6" 5'-6' S'Sn IV, 3'-10" 3'-10" 3'-10" 3- a. 16" 6'-S" V-B" 6'-8" 6'•B" 16" 10'-0` 10'-0" 10'-0" 10'-0" 24" 7'-4" 7'-4" T-4" T-4" �� 12" V-2" 6-2" 5'-2" 5'•2" 12" 8'-10" 8'-10" e'-10" V-10" 1Z' 13'�" 13'-4" 13'-4" 13'd' 16" 10'-11" IV-11" 1U-11" IV-1 I" (� �^�� 60 24" 1'-9" 1'-9" 1'-9" 1'-9" 60 24" 3'-0" 3'-0" 3•-0" 3'-0" 60 24" 4•-6" 4'_6" 4'-6" 4•-6" 60 36" 3•_3• 3'_3" 3'_3" 3'-3" 2 U 20" 2'-1" 2'-1" 2'-1" 2'-1" 20" 3'-T' 3'-7" 3'-7" 3'-T' 20" 5'-5" 5'-5" 5'-5" 5'-5" 32" T-e" 3'-0" V-11" 3'-8" Amerimax Exterior Home Produc 15" 2'-7" 2'-7" 2'-7- 7-7" 16" 4'-5" V-5" 4'-5" 4'•5" 16" 6'-9" 6'-9" 6'-9" 6'-9" 24" 4'-11" 4'-11" 4'-11" 4'-11" 28921 US Hwy 74 S AL 12" T-5" T5' V-5" 3'-5" 12" Is..-le 5'-11' 5'-11" 12" 8'-11" B'-11" 8'-11' 8'-11" 16" T-4" 7'4' T-4" 7.4" Romoland,CA92585 OFF F'�'c TABLE 1.10 TABLE 1.11 TABLE 1.12 TABLE 1.13 G L UTN /yF NOTE:RAFTERS MAY OVERHANG 26%OF THEIR CLEARSPAN Carl Putnam,P.E. 0.024"x2'x6.625"Rafter(Mulls an 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IS" 5'-5" V-5" 5'-5" 5'-5" 16" 8'4" 8•-4" 8W 8'4" 16" IVA" IT4" 11'4" 1V-4" 24" 9'-5" 9'-5' OW' 9'_5' .tea 'PU .. ...... 12" 6'-9" 6'-9" 6'-9" 6'-9' 12' 10,-3" 10'3" to•-3" f0•_3„ 12' IT-S" 13'_9" 13'_9" IT-9' 16" 1Y-8" 12'_8" 12'-8" 12.8" 25 24" 3'-8" 3'-8" 3'-8" 3'A' 25 2W. 5'-10" 5'-10" 5'-10" 5'-10" 25 24" B'-2" e'-2" 6'-2" 8'-2" 25 36" 6'-7" 6'7" 6'-7" 6'-7^ -U m 20" 4,_3" 4'-3" 4'_3" 4'3" 20" 6'-9" 6'-9` 6'-9` V-9" 20" 9•-4" B'-4" 9'4" 9'4" 32, T-3` T-3" T3" 7'-3" - R 3 16" 5'-2" 5'-2' V-2" 5'-2" is" 81-0" 81_0" 81_0" 8'_0" 16" 11•_0" 1T_o" 11'_0" 11'_0' 24" 9'-1" 9'-1" 9'111 9'_1" .. 12" V-6" 6'-6" 6'-6" 6'-6" 12" 9'-11" 9'-11" 9'-11" 8'-t i" 12" 13'-4" 13W 13'-4" 13'4" 16" 12'-2" 12'-2" 12'-2" 12'-2' 'k 1. 3D 24" 3'-1" 3'-1" 3'-1" 3'-1" 30 24" 5'-0" 5'-0" 5'-D" 5'-0" 30 24" T-1" T-1' T-1" T-t" 30 36" 5'-B" 5'-B" 5'-8" 5-e" C, 20" 3'-8" 3W' T-B" 3'-B" 20" 5'_10' S'_10" F-10" V-10" 20" 6•_2" 8•_2• 8'_2" 8'_2" 32' 8'3" 6,_3• 6.3" 6,3" .: 16" 4'-5" 4'-5" 4•S' 4•_5' 16" T-0" T-0" T-0" T-O" 10' W41" 9'8" 9'S" 9'-8" 24" T-1P T-11" T-11" T-11" 11 12" 5'-8" 5'-8" 541" Sit" 12" 8'-8" 8'-e" 8'3" B'-8" 12" 11'-70" 11'-10' 11'-10" 11'-10" 16" 15-9" 10'-9" 10'-9" 10'-9" 40 24" 2'-5" 2-5" 2'-5" 2'-5" 40 24" T-11"' 3'-11' 3'-11" 3'-11" 40 24" 5'$" 5'-B" 5'-8" 5'-8" 40 36" 4'-5" 4'-5" 4's" 4'-5" OCT 02 2013 2D` 2'-10" 2'-10" 2-10" 2'-10" 20" 4'-7" 4'-7" 4'-7" 4'-7" 20" 6'-7" 6'-7" 6'-7" 6'-7" 32" 4'-10" 4'-1 WP 4'-10" 4'-10" 16" T.6" T-6" T-6" T-6" 16" 5_7" 5•_T' 64" 5_7' 16" T-10" 79-111" T-10" 7'-10" 24" "' 6'_3" V3' 6'-W 12" 4'4' 4'-5" 4'-5" 4'-5" 12' 7'-0" 7'-0" 7'-0" TV 12' 9'-8" 9'�" 9'. g•_9" 16" 81-8" 8'-8" 81-8" 81-8" 60 24" 1'7" 1'-7" 1'-7" IW 60 24" 2'-9" 2'•9" 2'-9" 2'-9" 60 24" 4--( 4'-0" 4'-0" 4'-0" 60 36" V-0" 3'-0" 3'-0" T-V- 20' 1'-11" 1'-11" 1'-11" 1'-11" 20" 3'3" 3'-3' 3'-3" 3'-3" 20" 4'3" 4•-8• 4'-8' 4'-B" 32' T-5" T-5" T-5" 3'_5" 15' 2'_5" 2'-5" 2'-5" 2'-5' 16" 3'-11" 3'-11" 3'-11" V-11" 16" 5.3" 5_S" 53" 5-e" 24" 4'S" 4•_5" 4•_5" 4•_5" 12' 3'-1" 3--1" 3'1" T-1" 12" 5'-0" 5'•0" 5'-0" 5•-0" iZ' 7'-1" T-I' 7•_1" 7'-1" 16" 53" 1 6'-3' 6'-3" 6'3" TABLE 1.15 TABLE 1.16 TABLE 1.17 TABLE 1.18 ICC ESR1398(2012 IBC)9/29/2013 Page 7 of 66 In 31SVl 9Z'L 3lavi 0 9se 4Z1 319Vl .It .U-.6 ..LL-,6 .LL-.6 Iles ..L-At ,,L-,OL ..L-.OL .L,ot ..4Z ..Ot-./ ,.OL-,L .,OL-.L .OVJ ..4Z .9-.b .9•,4 .,9-.4 . „6-,L .8-.L ..6.1 .6-.L .84 .0-.6 .0•,6 .0-.6 „0-,6 Iles ,.9-,9 „9•.9 .9-.9 .9-,9 .ZE ,L-.E .L-,E ..L-.E .L_X .Z£ ..S-,9 .S-.9 ..S-,9 .S-,9 „49 .dL-.L .LL-,G ,.LL-,L .L L-.L ..Ob .L-.S ..L-.S .L-.S .L-,S .04 Ill L-z ,d L-,Z ,.LL-.Z ..LL-z .04 .. 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Exposure Ground Panel I Wind Speed and Exposure Ground Panel Wind Speed and Exposure Am duets Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Expowre C Snow Load Gauge jExp B Exposure C Snow Load Gauge Exp B Exposure C 2 F <r7 (psf) (in) 140 120 130 140 (pat) (in) 140 120 130 140 lost) m) (140 120 130 140 s0 (in) 140 120 130 140 am A 92 85 P 1 0 10 0.018 V-0" 7l-11" T-4" 6'-9" 10 0.018 io'-6" 101-W T-1" 61-W 10 0.018 V-5" W-4" 5-10" 51-5" 10 0.018 V-6" 8'-6" 7l-10" Ts" 681 9 -- LIVE 0.024 12'3" 12'-1" 11'-2" 8'b" LIVE 0.024 11'-11" 11'-11" 11'-2' 10'-10" LIVE! 0.024 8'-5" B'3" 7'6" 7'-1" LIVE 0.024 11'-7" 17'-7"11 10=10" 10'-7" ad Pu a ,P.E. 0.032 15'-l" 14'-11' 13'-8" 1T-8" 0,032 14'-0" 14'-0" 13'-i" i2 0.032 12'-D" 12'0" ll'-5" 10'-10" 0.032 12-9" IT-9" 12'-3" 12-0" 44 1 .HIM 017 0.036 15'-10' 15'--10" 15'-0" 13'-10" 0.036 15'-0" 15'-0" 14'-0" 13'-T' 0.036 12'-5" 1Z-V' 1R11" 11'4" 0.036 13'-3" IV3" 12'.8" 12'-5" ifc b g VA 24903 20 0.018 8'-0" 7'-11" T4" 8'-9" 20 0.018 W-W V-6" 6'-0" 5'4" 20 0.018 6'-3' 63" 5'-10" V-5" 20 0.018 7'-6" 7'-0" 7-2' VAO" 4) 5 T CAllf LIVE 0.024 1V-8" 11'4' 11-1" 8'-5" LIVE 0.024 10'-5' 9'-4" V-11" e'-5" LIVE 0.024 V-2" V-2" T-8" 7'-1" LIVE 0.024 9'-i" 9'-1" 8'-9' 8'-3" c r aZ 0.032 14'-i" 13'-10" 13'-T' 12'-8" 0.032 12'4" 12'-1" 1V-9" 113" 0.032 11'-0' 10'-10" 1V-8" V-2" 0.032 1V-9" 11'-T' 11'4' it'-W 0 Cp Eo OCT 02 2013 0.036 14'-8" W-5" 14'-2' 13'-9" 0.036 13'-3" 12'-11' 12'T 12'-0"1 0.036 11'S" 1V-3" 11'-1" 10'-7' 0.036 12'-3" 12'•D" 11'-10" 11'S" M IMU IBUTARYWIDTHAND#10 SCREWS 25 0.018 W-0" T-11" 7'4" V-9" 25 0.018 6'- 6'-3" 5-9" 5'd" 25 0.018 6'-3" 6'-1" V-10" S-5" 25 0.018 T-0" T4" T-1" 6'-10" F0 PAN EADER COMBINATIONS Table 4.9 0.024 11'-0" 11'4" 10'-10" 8'-5" 0.024 9`-4" 9'-2" 8'S" 8'-5" 0.024 8'-2" 8'-0" 7'•6" 7'-1" 0.024 9'-1" 8'-11" 8'-T' 8'-3" Panel #of 910 screws PER FOOT to attach anal to header D.032 13'-10" 1T-10' 13'-3" 12'-8" 0.032 12-1" 12'-l" 11'-6" 11'-3" 0.032 10'-10" 10,to" 101-6" 9'-2" 0.032 1V-7" 11'-7" 11'-2" IV-0" Headers Gauge 1 I 2 I 3 1 2 I 3 1 4 2 3 1 4 1 6 0.036 14'-5" 14'S" 13'-11" 13%9"1 0.036 12-11" 72'-11" 123" IZ-V' 0.036 113" 11'-3" lW-10" 10'-7" 0.036 12-0" 12'.0" l l'-8" l l'-5" (in) 116 mph Exp I3 115 mph Exp C 140 mph Fxo C 30 0.018 8'-0" 7'-11" 7'4" 6'-9" 30 0.018 6'-0" 5'-0" 5'4" a,-O' 30 0.018 6'-0" 5'-11" 5'-8" 5'-5" 30 0.018 7'-2" T-l" W-10" 8'-7" Dble 2x6.625 0.018 3' 6' V 4' 7' 9' 3' 4' 6' MAX 0.024 10'-10" 70'-10" 9'-4" 6'{i" 0.024 W-11" 8'-9" VS' T-11" 0.024 7"AW T-8" TS' 7'-1" 0.024 8'-9" 8'-T V-3" 8'-0" RF Fascia 0.018 3' 6' MAX 4' MAX 3' MAX MAX M 0.032 13'3' 133" 12'-9" 125" 0.032 11'-6" ll'-6" ll'-0" 10'-9" 0.032 10'-8" 1V-6" 9'-2' 8'-10" 0.032 11'-2" 11'-2" 1W-10" 10'9" 3x8 0.018 V 6' 9' 4' T 9' 3' 4' 6' MAX 0.036 13'-11' 73'-11" 13'4 13'a" 0.038 12'a" 12-3" 11'S" 11'-6" 0.036 10'-10" 10'-10" 10'-5" 9'-7" 0.036 111-8" 111-& Ill- 11'•2' All Others 0.018 40 0.018 7'-7" T•7" 7 3" 0'-0" 40 0.018 0'-0" V-0" 0'-0" V-0" 40 0.018 V-7" 5'-T 5'4" 5-0" 40 0,018 6'-8" 6'-0" 6'4" 0'-0" Dble 2x6.625 0.024 4' 8' 12' 6' V 12' 4' 6' 8' MAX 0:024 9'a" 9'3" 8'-9" 0'-0" 0.024 8'a" 8'-3" 7'-5" W.0" 0.024 T-3" T-3" W-11" 0'.0" 0.024 V-1" 8'-1" 7'S" 0'-0" RF Fascia 0.024 V MAX MAX 5 MAX MAX 4' MAX MAX 0.032 12'-2" 12'-2" 11'-9" IT-7" 0.032 10.8" 10'-5' 9'4" 0'-0" 0.032 9'-0" W-0" W-7" 0'4" 0.032 10'-7" 10-7" W-8" 0'.0" 3z8 0.024 4' 8' 12' V 9' 12 4 6' 8' MAX 0.036 13'-0" 13'-0" 12'-8" 12'4" 0.036 it'-3" 11'-3" 10'-10" 101-8" 0.036 W-W 93" 8'-10" 0'-0" 0.036 11'-0" 11'-0" 10'S" 10'-7' All Others 0.024 4' 8' 12 V 9' 12' 4' 6' 8' MAX 60 0.018 0-0" W-0" 0'-0" o'-0" 6o 0.018 0'-0" d-0" 0'-0" 0'-0" 60 0.018 0'-o" o'-0" or-0" 0'-0" 60 0.018 0'-0" 0'-0" V-0" U-V' Dble 2x6.625 0.032 4' 9' 13' 6' IT 13' 4' 6' V 13' 0.024 0'-0" W-0" 0'-0" 0'-W 0,024 0'-0" 0'•0" W-0" 0'-0" 0.024 0'-W 0'-0" 0'-0" 0'.0" 0.024 0'-0" V.0" V-0" V-0" RF Fascia 0.032 5' MAX MAX T MAX MAX 5' MAX MAX MAX 0.032 o'-0" 0'-0" 0'-0" 0'-0" 0.032 0'-0" 0-0" 0'-0" 0'-0" 0.032 0'-0' 0'-W 0'-0" W-D" 0.032 0'4" 01•0" o'-0" A o' " 3x8 0.032 6' 11' 8' IT MAX 5' 8' IV MAX moo 0'-0" 0'-0" 0'-0" 0'-0" 0.036 0'-0" 0-0" 0'-0" 0'.0" 0,036 0'-o" 0'-0" 0'-0" 0'-0" 0.036 V-0" W-0" 0'-0" 0'-0" All Others 0.032 6' 11' MAX 8' 12' MAX T 8' 1V MAX TABLE 4.11 TABLE 4.12 TABLE 4.13 TABLE 4.14 Dble 2x6.625 0A36 4' 9' IT 6' 10' 13' 4' 6' 9' 13' SINGLE SPAN TABLES NOTE:PANELS MAY OVERHANG 25"A OF THEIR CLEARSPAN RF Fascia 0.036 5' M MAX 7' MAX MAX 5' 7' MAX MAX 2.5"x6"Su er Six(Multispan)Detail N3.A 3.5"x12"Super 12(Mullispan Detail❑ 2.5"x 12"Merk X(Mullis an Detail B ZW'Flat net(MulBspan Detail N2,C 3x8 0.036 6' 12' 8' 1V MAX 6' 6' 11' 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' Snow Load Gauge Exp B Exposure C Snow Loed Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C (psf) (in) 140 120 730 140 lost) (in) 140 120 130 140 (psQ m 140 120 130 140 (Pat) (In) 140 1 120 130 140 'MAX means the maximum possible tributary width 10 0.018 8'-7" 8'-7" V-0" 7'-9" 10 0.018 6'-l" V-1" V-6- 5'-2" 10 0.018 W-8" 6'-8" 6'-3" 6'-0" 10 0.018 9'-7" 9'-7' 9'-0" W-11" Minimum number of screws Is on per panel LIVE 0.024 10'-7" 10'- W-11" 9'-8" LIVE 0.024 6'-8" V-8" T-9 7'" -5" LIVE 0.024 V-10" 8'-10" 8'-3" 8'-0" T' LIVE 0.024 11'-T' 11'-7" 10'-10" 11'-11" MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND#14 SCREWS 0,032 13'.0" 13'-0" 12'-2" 11'-10" 0.032 12'-3" 12'-3" 11'-2' 10'-9' 0.032 1i'-ill 11'-1" 10'-4" IW-l" 0.032 12'-9" 12'-9" 1T-3" 13'-l" FOR PANEL/HEADER COMBINATIONS Table4.10 0.036 14'-2' 14'-2" 1$'4' 12'-10" 0.036 13'-10" 1T-10" 12'-8" 12'-2" 0.036 11'-5" 11'S' 10'-8" lV4" 0.036 133" 733" 12-8" 13'-7" Panel#of#14screws PER FOOT to attach panel to header 20 0.016 T-0" 7'4" 7'-2' V-10" 20 0.018 V-11" T-IV 3'-8" T-T' 20 0.076 5-10" S-8" T-6.. Sall 20 0.018 8'-0" 83" V-0" 8'-6" Headers Gauge 1 , 2 ' 1 I 2 , 3 1 I 2 1 3 1 4 LIVE 0.024 94" 9'-1" V-10" 8'-5" LIVE 0.024 7'-1" W-10" W-8" V-0" LIVE 0.024 7'-9" T-T' T4" T-0" LIVE 0.024 10'-V' 19-0" V-9" 10'-3" (in) 115 mph Exp B 115 m h Ex C 140 mph Exp C 0.032 11'-6" 11-2' 10'-11' 1V-5" 0.032 10'4" W-11" 9-7" 8'-11" 0.032 9'-9" 9'-8" g-V' 8'-10" 0.032 11.9" 11'-T' 1T4" 11'-9" Dble 2x6.625 0.016 4' 8' 12' 3' 6' 8' 2' 4' ILILI0.036 12''i" 1X-2" 11'-11" 114" 0.036 11'-8" 11'4" 11'-0" 10'a" 0.036 lw-l" 9'•1 g" 9'-7" V'v 0.036 12'-3" 12'-0' 11'-10" 12'-3" RF Fascia 0.018 4' MAX MAX 3' MAX 2' 4' 25 0.018 7'4" T4" T-O" V-10" 25 0.018 3'-11" T-9" T-v, 3'a' 25 0.018 5'-6" 6'-8" 5'4" 14�5" " 25 0.018 8'a" 8'-3" T-10" "" 3x8 0.018 4' 8' 12' V V 8' 2 4' V 8' 0.024 9'-1" 9'-1" W-8" 8'-5" 0.D24 0-10' V-10" W-3" 5-0" 0.024 T-7" T-7" T-2" 0.024 10'-0" 1V-V 9'-6" 103" All Others o.018 4' 8' 12' V 6' 8' 2 4' V 8' 0.032 1i'-2" 11'-2' 70'-8" 10'-5" 0.032 V-11" 9'-11" 9'-3' 8'-11" 0.032 9'-6" V-6i" W-0" " M032 11'-7" 11'-T' it'-2' 11'S" Dble 2x6.625 0.024 5' 1W 4' T 11' 3' S' 8' 10' 0.038 12'-2" 12'-2' 11-7" 11'4" 0.038 11'4" t1'4" 10'-7" 10'-3" 0.036 9'-10" 9'•70" 9'4" 0.036 12-0" 12-0" it'a" 123" RF Fascia 0,024 5' MAX M 4' MAX 3' 5' MAX MAX 30 0.018 T-0" T-0" 5-8" 6'-0" 30 0,010 3'-8" T-W V-3" T-l" 30 0.018 V-N' 5'4" 4'-7" ' 30 0.018 7'-10" T-10" T-B" V-0" 3x8 0.024 5' 10' MAX 4' T 11' 3' S' 8' 10, 0.024 8'S" 8'-8" Ball 8'-1" 0.024 6'-3- 63" V-10" 5'-7" 0.024 T-2" 7'-2' V-10" " 0.024 T-6" Sr-6" W-1" 9'S" All Others 0.024 S 10' MAX 4' 7' 11' 3' 5' 8' 10' 0.032 10'S" 101-V 10'-2" 10'-0" 0.032 9'a" 9-3" Ill 8'S" 0.032 9'-0" 9'-0" V-8" ' 0.032 11-2" 1V-2" 10'-10" 11=4" Dble 2x6.625 0.032 8' 12' MAX 4' 8' 13' 3' 6' 9' 11' 0.036 11'-7" 11-7" 11'-l" 10'-10" 0.036 10'-7" 10'-7" 10'-0" 9'-8" 0.036 9'4" 9'4" 8'-11' 0.036 11'-8" 1 V-8" 113" 1t'-10" RF Fascia 0.032 6' MAX 5' MAX T 6' MAX MAX 40 0.018 64" 64" e'-1" W-C" 40 0.016 S'-2" T-2" 2-11" 0'-0" 40 0.018 4S" W-W 4a" " 40 0.018 7-2' 7'-2" 5-11" 74' 3x8 0.032 7' 14' MAX 5' 10, 15' 3' 7' 10' 13' 0.024 T-11' 7'-11" T-7" T-8 0.024 5'-5" 5'-5" 4'4" 0'-0" 0.024 6'-7" 6'-T' 6'4" " 0.024 8'-9" B'S" 8'S' 6'-11" All Others 0.032 7' 14' S 10' 15' 3' 7' 10' 13'0.032 V-8" 9'-9" V-5" 93" 0.032 W-2" V-2" 7'-6" T-6" 0.032 8'3" 8'-3" T-11" " 0.032 1V-7" 1V-T 10'-3" 10'-9" Dble 2x6.625 0.036 6' 12' MAX 4' 8' 13' 3' 6' 9' 11' 0.036 10'a' 10'-8" 10'-3' 10'-1" 0.036 9'S" 9'5" 8'-11" 8-8" 0.036 8'-0" 8'-6" 8'-2' " 0036 11'-0" 11'-0" 10'-9" 11'-2" RF Fascia 0.036 6' MAX MAX 5' MAX MAX 3' 6' MAX MAX 0.018 0'-D" 0'-0" 0'-0" 0'-0" 60 0.018 0'-0" 0'-W V-0" 0'-0" 60 0.018 0'-0" 0'-0" 0'-0" " 60 0.018 0'-0" 0'-0" 0'-0" 6'4" 3x8 0.038 8' MAX MAX V 11' MAX 4' T 11'0.024 0'-0" 0-d' 0'-0" 0'-0" 0.024 0'-0" 0'-0" 0'-0" V-T D.024 0'-0 0'-0" 0'-0" " 0.024 0.0 O'-0" 0'-0" 7'a" All Others 0.036 6' MAX 6' 11' 4' 8' 11' MAYJ0.032 0'-0" 0'-0" 0'-0" 0'-0" 0.032 0'-D" 0'-0" V-0" 0'•0" 0.032 t1'-0" 0'-0" 0`-0" 0.032 0'-0" 0'-0"0.036 0'-0" D'-0" 0'-0" 17 0" 0.036 0'-0" 0'-0" 0'-0" 0'-0" 0.0360'-0" 0' T 1 " 0.036 0'-0" 0'-0" [CC ESR1398(2012 TABLE 4.16 Page 2g&W 4.17 TABLE 4.18 SLOZ ZO Nfl.f 11A10 11AI 991a K a6ed lb SLOVU16(091 MZ)86UNS3 001 a . 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N,ON9 Af 1LSwd XYN N ellarl SWXd15 %ill N1a181150d xVN kYW 1SOd L SM QMCNdS FLLalH1J.SOd%JW XYW H10N3l lSO,XVN XYN HLaN31190dxYN %tltl 140d �libd DOLL aJL1atYJ suun nlnvi aILNBMS im-n-- nlnV4 anLAMS Bwa sainW aamomas sm+a uea$IInW empnllS quau s91nW andBalS sNaa uBA9.N^W ,09gJNie -. maalPLLalsaatd Pegwuv m9ulPua4saad Palpe9tl m&APUBISead DaIp9Ptl V9318tl1 mau1PO919aaaj OLPMV LB au1Pu91sead patpauv m(JUD IStla+i `IP9409atl L'931etl1 ...__}. 19ZN 119E )weag,9Z9'SCL(,OBO'O a19nA0 I9zN I..wa)weae..®S.FX.Z90'O amnaa WEN N91a0 ^a pe xBe.®L.FY.Z90ro SZN11waa1 psQGAZg,SE. VO0 alana0 1191a0)wee9.tiDC 2"'O alanoa UMN llelaa) IYBagxag, Stl3Ntl ONMNdw9lt NIstlA00lv,Oa m1000NVOIIVd9LOd SONMVd$lWd0'9e311000FIOS SOLID COVER 6.0 POSTSPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA; t2Gaugex3Xe"SIeeIC(DWail T) Doublet&Go3'k&'SIaW C(Dalai)T and AY)Doub1012 Go 3'k8'Steol C(D¢1BH T and AY 12 Gauge x3"xB'Steel 0(Done Tl DaJoet6 Go 3'k8"Steel C(Detail T andADouble 12 Go 3SB•SIeH (Detail Tand AY) TAKE File 9 6lg or An cal Freestanding Atlarh4atl Free3talWinpor TABLE 6.0 Allached Freeslancingor Alta ad Freestantlirg Or ASatlletl Freestanding or Multispan Units SWdwe Mug-lspan Units Stnlcturo MWtispan Units Slrtxdure MulOspan Units SWcture Mutlis an Units SWqure MUltislaan Units GROUND 1PIB men. POSTMWr➢OSTIENWH MAX MAXPOSTLiGDI MAC MPX PI IENGTH GRWNO TRIB f.raST HIM AIR%PISTt_ THS FOST MN MA i Vr� T POSf MINMetfP12�I IS'SNOW Napa SPAWN. REODr I 1r I tr POSr MIN FWl£1t r I fY tr POST MIN FOOTER 8' 1Y 15' SHOW (MOTHI.PaW PpG PORT MIN 007E rLOAD (FD ONSIPB FOR ONSTRNNEDfO SPACIN PoW 511E CONSTPNNEO FOo SPAGNO POST g}E LONSIPMIEO FOO LOPD (Fij ON SIR aPACm� POST 512E COH..,EOFOOTFR SPA. POST gas Waste WNFD FOOTE sPA POST 51]E CQNSTILJ(PSF) UT) SIPB •d -d 'd GO TYPE -C •d 'd -d (Fn TYPE •d •T 'd 'd (PSH (FT) B (FT) TYPE 'd 'd 'd V (Fn TYPE 'd t! 'd M• 1Fn TYPE 'd V 'd •d Gn7 pN M7 0» f) Tm @n3 M) pnl On) M1 pot MI M1 M) Tn7 M) f-) Gel Iva I M1 M1 1405e'HEXPOSUREC Or160MPHEXPOSLPEB 14YMPHEXPOg 13 ) to 5 13'-T A I"' F 35 35 % 21'-Y F 37 37 37 25•-T F 39 39 39 30 5 Vb A 16S F % % 30 31 1B£ F R 32 3] 35 M'-0' F K K 35 36 LIVE 55 17i A ir.V F % % % 2r4• F 36 36 38 NAV F N 40 40 ss r4- A IT.S. F 31 31 31 J1 lww-r F 32 u m a9 2314- G 35 % 35 37 LOAD a tl4• A lV4. F % % % 1r-tr F 39 M 3e 2{11- F 41 41 41 6 P-Y A 11'-)- F 31 31 31 31 1T-10- F 33 u % K 2Y-T G 36 % % 37 OILY 6.5 1G-S A 15'J- F Y} 37 37 ir.0. F ]9 39 % 23r8 F 42 42 42 6.5 4.1- A IT-IV F 31 31 31 31 MI. F K K K K 21'-11- G % % 36 37 7 V-V A 15b• F 37 37 37 1Va. F 39 39 % 2Z-It- G N 43 43 ] 1'-1- A 1]'3- F u 32 32 32 1d4• F K K K K 21'S- G 37 37 37 37 73 9-1• A 14W F W 37 37 1T-T F 40 40 40 2Y-V G 43 O 43 7.5 S-r A 1Y- T F 32 32 32 S2 15'-9' F K K K 34 2V V G % 39 36 33 6 6'{' A 1]'i' F J6 36 30 16'-I1- F 40 40 10 21'-11- G H N N 6 ]'-0' A 12-1- F R 32 R 33 15'- 2- F 35 35 35 % W., G 36 m 36 % 69 r-0• A 13'-Y F Y % 38 Idd- F 41 41 41 21'3- G H N N 6S W-2 A MI. F 32 32 32 32 11'-0- F % m 35 35 2a-1- G % 39 39 39 9 TL- A 1S-0' F K m % lino• F 41 41 41 airs. G 45 45 49 9 3-S A IR1- F R 32 32 32 1Y¢• F 35 J5 35 m tad- G % 30 39 39 95 T-V A 1YS F 36 % 30 -11 F Q 41 41 2Gd' G 46 N 16 95 Tit A tG-0- F 33 33 33 33 13'-0- G m m 35 % 12I G 40 40 40 10 ID 6'-9- A 11'-4-- F 38 36 ]a 14'-11- F 42 42 42 2TV G 46 46 16 10 Y-f O- A llv�ai F 33 33 33 33 Z-11 G % % % % 194. 0 41a 10 40 40 10.5 C-S- A 11'3' F 39 39 ]9 q'S F 42 42 42 2G-0' G 47 q R 1D5 2-6' A tO-0' F 33 33 33 33 1Y-11' G % % % % 16-0' G 41 11 11 41 11 d-r A 1111- F 39 39 39 1R. G R 42 42 tO 4. G 47 47 H AD MPH E(POSUiEC a r160WHEXPOSUREa 11.5 V-11- A 10'-9• F 39 % 39 13'-9- 0 42 42 42 fa-5• O N 46 46 30 5 5'-0- A 1P- 11' F 33 13 33 33 17-- F % % Js 37 2Y-9• G % % 3a 40 12 54• A 1r4- F 39 30 30 IV-V G 43 43 43 1%2- G 46 46 N 55 S-Y p A'4- F 33 M 33 33 IVV F % as % J) 2Z-P O 39 19 39 40 11 6-i A a-f 0' F J} J) ]) tY-9' F 41 41 41 lY-]' G 48 46 N 6 {'S A 13U' F K 34 K K ly-W F % 36 % 37 2 I G 40 ID 40 4D 140 MPH IXPOSUf�B 65 14' A tZS F K K K N IS-0' f ]] ]] 17 W 2C-1C G 40 40 40 40 20 5 T-1• A ❑'4' F ]1 31 31 31 20-0- F 33 33 a3 35 25'-0' F a5 % 36 as 7 4'-1- A tl'd 1' F K K K K IS'4' F 3] a} ]) ]) 29J- G {1 at N H LIVE $5 r3• A IT-9' F 32 32 R 32 2V4, F 33 33 33 35 24'J- F % M % K 7.5 3t9' A 114- F K K K N IPS' F ]) ]I ]} J] tYA1' G 4 12 12 42 LOAD 6 5'-11- A 15'-00- F 32 33 32 32 lr-1' F K K K 35 23'8 F % % % 37 6 TC A 10'-ir F 35 3t 36 35 111 G % M K 36 19'-5- 0 42 42 12 4E ONLY 63 VS A 15W F R 32 32 32 16'J' F K K K K 2R11' G 37 3T 37 37 8.5 T4 A 10S F 35 35 % % lw-r 0 % 38 36 36 19-1. G 43 43 43 H 7 5'-1• A 144- F 32 ]2 32 32 1T-}- F 35 35 % 35 =4- G 36 36 36 % 0 TT A 104- F 35 35 35 35 1Z- 11' O 30 38 38 JO 18d G 43 H 4] 4] 75 4'-r A 13'-0' F b 33 ]] A 1r-11• F 35 35 % % 21'-1r G 36 36 % as a 1'-V A IT-1- F A 33 33 u I"- F 35 35 ]5 35 21'S- G 39 39 39 39 OVE}t- TABU 63TRIBUTARY OF WHOLE WARIESIRM ATTACHED eiPUCNRE9 a5 18' A IYd' F 33 ]] 33 9 IS'-9' F % % % % 2a-11- G ]9 39 39 39 HANG PROJECTION OF SINGLE ePIT 1N RCS(15 9 ]'-11' A tY-1' F ]J % ]] ]3 15'J' f % % % 36 z0'-T O 40 40 ID 40 (FT) e' T r r 10' tt' IT f3' 14' 15' lr 1T 1B 19' 20' 21' 2Z 95 X-r A ll--0- F K K 34 K lw8 F % % % M 20.2- G 40 H 40 40 G S 3N 1' 4S r SS V 6d T }.5' B' 6.S 9' RV 1D' IDS' 11' 10 ]'-0• A rl•r F u K K u 144- F 37 37 37 37 1r-10. 0 41 41 41 4% 1• 15' V 4S S SS• r 6.r T TV r as, r 9.5' lr IDS 11• Its• 10.5 34• A 1P-H- F K K K K 1T-11- G 37 37 37 37 1rS- G 41 41 41 41 Y M de W. Ne M GN T 2S r a5 B' 9S 1a 103- Ir 115' 12 11 3'-r A 1r-T F K K K 34 19S G 37 37 37 3) MY 0 42 42 42 42 J' M N. NE Ne M M W. W. M M 9.5 tr lox it, 115- IZ lax 11.3 ]'-t- A ID'J- F K K K K 1]'d' 0 3) 37 31 3) 16'-11- G 42 42 42 42 4' M M M NP M M Ne Na M n1e Ne of. W. Ne W. tax 13' 140MPHEXPUSUPEC a 160 MPH 1XPGSURE8 20 5 T-1- A I"' F K K K K 19'-3• F US an 38 23'-7• F as le as41 TABLE B3 Post RegldrerOOnrS TABLE 6.4 Post Requirements for LIVE 55 Vs A Iva' F K K K K u'a• F % as as 35 2Y-Ir G 3a 39 % 4D for ANachad Single Span Structures FroustandingSWctuream MulBspal Attached Stnxlures LOAD 6 5'-11. A 14.2- F K K K K 1T3• F 37 37 33 37 ZIJ• G 40 40 40 40 Pool De9Glptim Max POS Detail Past Description Maximum I Max POST ONLY 65 5'$ A 13-r F 35 35 35 35 trd- F 37 37 37 37 21•4• G 41 41 41 H Hit Code Fooling HeIgN Code DetallN } r-r A lrar F Js % % as 164• F 36 3e K K m•-I• G H N al 41 Twin 0.060'k7.5X1.5"Suo1111 9' A Ac 0.041Y3'13'Steel Clover d= 20" 1 9' B NN.AH 7.5 4•-9• A Ira• F u 35 35 35 lsa• F 3e 36 3e % xa-T e rs 42 42 42 0.092'k3'k8'AWninlm Post 18 B rao 0.041%i"x3'Steel Clover d= 21" 1 S' B Nil.AN 0 4•-5• A I1'4• F as % as 36 14W F 36 % 36 3e 2a•-2- G 43 43 43 43 0.024'k3'&'PolWith 1T 8 His.ON Wl Yx3k3"Steel Satiate tl= 29" 1 14' E N17,AG as 4-4- A 11•4• F % as as % 14'J- F % 30 39 39 IT-9- 0 43 43 43 43 Clover 0.030"x3'k3"Alan IT C Nn.AH 3116'x3'X3'SMISq. d= 32" 1 8 F N17.AG 0 T-11. A tr-T F as as % M 13-r G 39 39 % 39 lV-V G N H N N CIOve0.040k3'x3"AWnI 11' 0 Nu•AH X16'k4'k4"Steel Scoars d- 35' 1 14' F NITAG 9.5 3-r A Irs- F a6 % 36 as 174- G 39 39 39 39 17-1• G H H H N Colonial 0.062"EYWded 12' E AE WITx4N4"Steel Square d= 38' 1 9 F N17,AG to Ts A 104. F as % % % IY-11. o 40 40 40 40 Ira- 0 45 45 45 45 0.041•x3N3"Steel Clover 11' F timm XIGNSx5-Steel Samoan, f4 41" 1 15- G N17•AG 10.5 34- A r-0- F 37 37 37 37 12'-T G 40 10 4D 40 tes' G 45 45 15 45 O.Q4t"x37x3•Steel Clover B G ND,AN 3fI67WXC Steel Sqtialp I d4 46" 1 15' 1 N17.AG 11 3'-r A 14- F 37 1 37 1 37 of 1ZJ- G 40 40 40 40 18'-Y G 16 N N H 3/16'k3'k3"SIeat 6 arG 15' H Nf),M 11.5 ]'-f• A r-1- F 37 37 T 3T 11'-tl- G 4D 40 40 40 1T-1r H N N 46 46 3/165CdYJ"$t¢e15 Nitre 12' 1 N17.AG R Y-11• A r-tr F 37 37 31 ]} 11'd' G I1 4t 41 11 1T4' H 47 47 41 41 3116"x4'k4"518d Equate 15' J NI;AG QFE-SSIQ GENERAL INS7RtICTIONS FOR THESE TABLES 3116'x5'k5"Steel SquareI 15 K NR.AG -Q4 1.CHOOSE FREESTANDING OR ATTACHED STRUCTURE S.FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN in 2 CHOOSE PROJECTION.MOTH AND OVERHANG OF UNIT TABLE&BAND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amedmex Exterior Home Products ,$1 ML 3.DETERMINE WIND AND LIVE OR SNOWLOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 6A 28921 US HvrY 74 � S U - T (PATIO UNITS USE 10 PSF MIN,COMMERCIAL UNITS 9.FWD THE OIC SPACING OR#OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 RomDland,CA 92585 . . o USE 20PSF MIN) 10.USE THE APPROPRIATE DETAILS(N1-N35 cr A-BM) QR, PU F O T 4.CHOOSE A PANEL FROM SECTION 4.0 THAT HAS Cal putt en P E. ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW IB FROM ABOVE THEA 34411vy0nNPlace S.DETERMINE TRIBUTARY WIDTH FROM TABLE 62 OR BLAB 7.DETERMINE MAXIMUM POST SPACING ON SLAB FROM Lynchburg.VA 2A603 CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 SLABS.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING cadpulnerll&omwsL a[ , B. CHOOSE A HEADER FROM THAT HAS ADEQUATE SLAB 9.FOLLOW 9.10 FROM ABOVE .6I3O1201 POSTSPACING. 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FACING. (3004-H34 ALUM. ALLOY) 140 mph G1cp C 9'-10" N9 STEEL "C"- CHANNEL HEADER CALIFORNIA FASCIA (STEEL A-653 Fy=50 KSI) N10 (ALUM 6063 T6) O 3" ALTERNATE POST SIDEPLATE CONNECTION DETAIL TOP MOUNT BRACKET NOT ALLOWED N 1 1 (3105—H25 ALUM. ALLOY OR IN SNOW LOAD AREAS A-653 Fy=40 KSI STEEL) SEE GENERAL NOTE #9 FOR CORROSION PROTECTION 3' x 3' METAL POST #14XI.5' SCREWS 6 PLACES 1,5' �{ 0.125' SEE GENERAL NOTE t9 °Z1�s+m 'u EXISTING FFAVE RAMING r T OF WOOD FRMANG �{II 1 w EIGHT #14 SMSSTRUCTURAL PANEL e°vm n)TWO 3/8' XS' LAG DETAIL N8 i x°re�°eu°ALUM ' ' 5'SCREW W/ i'0 STEEL O PANEL «.... STEEL (Fy = 33 KSO THESE DETAILS ARE LIMITED TO +�',",,,WASHER ONE ON OO150 N h EXPOSURE B AND 120 m h f BRACKET. t' SPACINGEACH SIDE OF POST Exp C FOR 10 PSF P BETWEEN SCREWS , ALTERNATIVE EAVE ATTACHMENT AND 150 MPH EXP C FOR 20 PSF2x OF LEDGER BOARD DOUGLAS FIR MSIDE MOUNT BRACKE LUMBER FLOOR N L HOUSE PENETRATIONS JOIST OR HEADER AND R F S10NA8 E COMPLETELY AND TO ALLOV DRAINAGE EAVE OVERHANG AND 'L' MUST p L P NTLY SEALED ATTACHED STRUCTURE POST TOP MOUNT BRACKET ALSO COMPLY WITH DETAIL N Q �1 Ff1 TO DECK FLOOR JOIST C 81 9 QgOF�SS/0 : EXF.MO 17 3.00•, T O .-PU. , ,t N 14 0.024' OR r,P� Gm S/ CIVIL 0.040' iYP. 3"-6^ ASTM A500 GRADE D 8 OFCAL 02 2015 3' ALUM SQUARE POST 3.00' STEEL POST t =0.024' 30041-134 R=.0937 (v17 SEE GENERAL NOTE * I * enmax28921 US Hwy 74 t =0.040' 3105H26 rrP. #9 FOR CORROSION cI I PROTECTION CAL� a EXTERIOR HOME PRODUCTS Romoland,CA 92585 3'-6 OCT 02 2013 BEJ/CP ISZ1' NTS ompo f Newport Patio Structures or nen a onnec lonDetails ]CC ESR1348(2012 IBC)9/29l2013 Page 45 of 66 Engineers StampNP02-2012 .2 of 4 -k to £ Z lOZ-£OdN dwOTS s jJaaul6u3 9910 9t,abed 2lOZ16ZI6(3sl ZLOZ)86C RiS3 001 saen;onilS og0d }10 MsN e0I ro s a uOi auuo s 0 uauodw0 SIN OS'T - - - d3/1'39 ELOZ Zo 100 (,ko-nV •Wn'N 4£H-VO0£)LZN �~ N30NVH 03WHOdT10?I 0£'0 189Z6 V3'PuEIOwOa s l O n 0 0 S d 3 H 0 H H 01 a 3 a x 3 o�Od90-. �3NVd �VMf110n211S ��' Mmv sl-£so9) i a3oNtlH m¢nalx3 4Lti•+H Sft LZ68Z .�(�lIL1�.laLL1 4a k .OS'T O dX3 HdW 02I 3Sd OE P, lryl3¢ A �[f r_, / 3 dX3 HdW 061 dSd SZ .Z 90•'} - -tl u $ q. 13Ntld .ffi yCli Z9u- 3 dX3 HdW SET 3Sd 02 O y 319 .2T :)/11 9 09£ a0 8 dX3 HdW OYT JSd 0E 9ZN L .9 8ad 3/0 .9 •�•y 3 dX3 HdW OK dSd 01 /1d•� SNOWS satl03 XVW WRIT VIOSVd AISS3�O�a aNiSNS ON st 319Y1 OS't 3AllV80030-31VNN311V8ZN Suwd.Zl and 3.0 u 41S13NVd .9 ids a .�' -M011n!o sms ON ONI3Vds 3 Tw .sro I+—.S29'T S'L 3lEVz 33S mmi '4 n7/.Z/l 9 xZ Sm ,3,0 WEN 1Itl130 y3atl3H .OX.E 3I00a SZN Sl3NVd 'IVilfliOniLS Ol S'10/J30 a3mw.110t1 CIEN 1tVn[[) SW3atl3H .GE79X.2 319na¢ 'NNOO ,*N, 2GGV H 03NNOJ70N �ZN ,4Z NO .91 0 N9I103NN[70 213QV3H 11 m 71frN Wn-iv 3i(inoG .00'E + .31 xa/l 9 xa A13�CaR3 sIF1 ISOd ,£ x.£ dAl V1d30S 1Slld Wnly •Y®x, ,sfO.O O/0 .bZ 'Mff W.Z/l 9 xZ 0 .ex.Ex.ololo S31V1d301S s8 1SOd O HUM 213OV3H .9 X.£ 3aIS HOV3 d0 33'd-Id NI SN30V3H lsOd WmO SMS ri# O Z/l3¢rd,zl 80 � .9 x.£ �o .9'9 x.Z 31Bn0 .ex.Ex.OYon ,OS'9 1V3d b Si Z ZO Nlll 6 lnl3 '�4r 00 OE19 d 31VId3a[S 'MnW 4Z0• x Z/I 9 x .Z M1V1d301S H11M .wsrexrares B M ° 'm '� 3/0 a 0 S"S Olt Ind S� m-s .aa az4 o-n az4 sa 01 a-z o-y s-s &..4L azt as 1N3WH�Vllb LHM 0 3i�M' 31@7 IVy3NM MS 13H as . &, a.r a4•a ra ra os 36 ONVFRBW 31na3HOS )13N3LStld WONIWnI 1E9a9 ero4 xe AAL am mf� 9R 3hd3 31VN2J311tl H�H�vH tlod 3/0 ,te 301S H3V3 a¢1 s•G �latll 33S Jrs ,o-.L &S Sa ain rR PeyC SMS 1•l€ -Y an asL asL as4 as4 eR �ZN •� 3(US 3Vd NOLL33NNO &L ,rm Ltg o-s4 o-s1 9a omLa Hdw 9rt SMS il/ i N a.L .ez .rs za asL r4 race / + 3 2130V3H .8 x £ ast .o-s4 o-s4 o-sL as4 aR 1 A8 .tx a8L aat a.94 9a 9d1$do Ow \ xt:YNH �- WGUH •MnIV.8 x .£ r.4 .o-s .as r.4t & L rR ra sz .PBL a8L a94 A8L a84 9a 11f� A SNS .Y/E x Ytk 'lfmnd301S •Mn>d .>a .en o-s4 aa4 as4 as 2drd xew 9rt y19 a0 Z>) ,fN xZ/l 9 xZ s.L .rs n4-s .enL asL ra ra ax (RwON) 143Ndl-w Stll¢nn0 -�.O•L �g�� aeL asL as4 asL asL sa ONIKgw aooM x.Z a00A !a x2 -I'll+ HL(C a8L .PBL a8L P8L a8L B4 �d%3 HdW Mt I as .4-.e .o-zL ast a L r4 raaL SISAIVNV V. 1IV130 .L 9 H 71nw.9 x£ atL aeL an an s,e4 ea au aeL an aeL o-e4 sR �draxawsu ONIH33NILJN3IVI87Il= MaLm .SL2'� 3yIn03M TIVHS 9N1713Aa]' 0 rs .4-i &Z o- I o-et ra ra sL 0 o-a4 aa4 ae4 o-at as4 ea !¢Oy y3INtl3H 3Sd E 143yjVy yid 3NO ai4 aw o-s4 ast o-.9L 9R 9d Hdw9LL XVW SI �NIy3nCX1 j00y VlOstld XZ ra .L-1 az4 aat o-s4 1R rd Gt • Y" I 3®5 H3Y3 ,� •x -n a4 s4 s nro.rzi OMLy31iVH o1NI SM3yos 0#unod - SS ^o a^� wP^' 000$ 13)IOVHO l33LS se 30VH'J MV W1stl Vs 0Z SMS ilf -T •>.sesaa ao Moaisau masHrisaxvw aaLavH vmLMvvsrw4 STRUCTURAL PANEL \ SS10N fNG 1.750 A—RAIL — SEE 1.625 P �.y DETAIL 'J' 040• 6Q�� Tyq�t`EP C 68 39 SEE TABLE 7.5 75D' EXR W 2017 . iv SEE TABLE 7.5 A10 SMS ® 2.50` EOLL NG SPACING OR 3.50" "P 0.062' / I EL 12. D.C.� 1i PPWELSS FT— OFCALI 0 " UN022 1,50' 1.325' ROLLFORMED HANGER (3004—H34 ALUM. ALLOY) 1,790* 74 x 2" SMS #10 SCREW ® 6" 0/C @ 3 1/2" "J' HANGER EE #14 TABLE MS (6063—T6 ALUM. ALLOY) FOR SPACING "0 SMS a FOLLOW- W SPADING 0.5" MIN 812'D.C. FOR ANELS FOR z'PANELS r% 1.50" 6.5" MAX LOADS 10 PSF 140 MPH EXP C 2,25' 30 PSF 140 MPH EXP B A-RAIL t=.062' OR 20 PSF 135 MPH EXP C DETAIL J TYP. 2.50" 25 PSF 130 MPH EXP C 11 30 PSF 120 MPH EXP C 1.500" Lir T.43- O.w� ® p�AL;- 1.50" S TO STRUCTURAL PANELS TYP.4— _ II _ 1.562" 0 EXTRUDED HANGER (6063—T6 ALUM. ALLOY) B� EXTRUDED CHANNEL CONNECTOR 41171,10 SMS @ 6" O/C (6063—T6 ALUM. 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