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1988, 03-23 Permit App 88000591 Covered PatioSPOKANE ( JNTY DEPARTMENT OF BUILDING Ai..) SAFETY NORTH 811 JEFFERSON SPOKANE, WASHINGTON 99260 (509) 456-3675 I certify that I have examined this permit and state that the information contained in it and submitted by me or my agent to compile said permit is true and correct. In addition, I have read and understand the INSPECTION REQUIREMENTS/NOTICE provisions included herein and agree to comply with same. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. I understand that the issuance of this permit and any subsequent inspection approvals or Certificates of Occupancy shall not be construed to give authority to violate or cancel the provisions of any state or local law regulating construction, or as a warranty of conformance with the provisions of any state or local laws regulating construction. SIGNATURE OF APPLICATION OWNER OR AGENT DATE PROJECT NUMBE ISSUED : ::::..}(.:i : *:::i:j:}:ii:* * * y ri *t :} { APPLICATION ::i....i:.i....:k :!i.:.i..:u:!.5}:..;}}! SITE STREET= 9504 1.. i I . ' AVE i.:. 1.: -t R -..: {... I....,{..... 0 , ...:.... .. ?^i.'t D'::.:!::.a_t.. -- .:•'I'iJl''.I"tl'i!::. ,.i•-! 99206 a... t•-t : z: ^-' M I ! •.: •.: ,.: +.: PLAT NAME= LA CONNIE PARK AREA— 00000000 { F..! .... F Ef,! . !_! I ...... 65 DEPTH= f:.) I tJ :: :::: i`'1 F i.; i•. i::. ;':' I..' P'•i , c: L. ° E c CAROL ADDRESS= SPOKANE WA 99206 CONTACT NAME_ l AS1KINDRED BUILDING SETBACKS: !.. { ', !..: ! ' N/A ' . !... !::. i" S = 'i .. 1.x HI j+.? :•' A I"; I;::. i.a j•;.:::: N/A i A E :••. :{{; df .}f .fy i{i '}C•']{: "1t. '}�i :}+' 7{r Yt •t{i •b.. .j{. •�(: •j;:.j;..j}: • t. .j. 7(: i!t i!ii lk '!i •t!i �!C•:!( $!i '^: +- :, i I•• {A; INFORMATION N 7i• {i G 'lli •R' :4' -}L• -Jli ;': K it:* ;l: 'k di 1{i • :{r inr i! ;!i :k 1 '4{r !r i!`•r DATE it l.. ! !-::...{ i-!r;. ! L,{..:-.' ! NAME REVIEW .L:...:A! COMMENTS ,.. ....,. Oi.} ! INITIALS CC coupg.00 pArp ,ter lo....13E...N2 r P• 3/23 88 ,'.CLDE YARD • 'ice-e: 880323 oGI'i !t 7l.:-. f, :-. !-.:, :,, !., !..:t f..m.-. !{, u• !; .-�. !•.:t :�. !, .-`: �!{: '!:• CIF' :I :i J..: U .I. {... 1.. .!. N ... ........... .!t _{{. .{{. ;k 9` it: i?' 9!: il: -!, :1.:1. !{, 11- [I,-.{{. ;!..{:.:{!::. ..i ; ! i E"! !..: ! t.; a ; = FOUR R .:: !::. F'! a.*.. !.! N ,:. t.r : i !::.::. !t.,{ l..! ! I ! .- j.. ADDRESS= SPOKANE WA 992-16 (.... REMODEL '''tt•! i. ! `.i.i`.!:= :': i..l"iF••tl•'•:l:ri::. l.!1" USE- DI.UKIFTIUN GROUP TYPE SQ FT VALUATION COV DECK ;:... K . - --- . .. 340 i {` .. .. ., .. .. PERMIT !..RfIi TYPE ::' !:. I.:EE AMOUNT AMOUNT I PAID AMOUNT OWING e9r / »& � . G2� A in, 12 /Wz. w/l /,75 J. «? /d , a. y \ dz«G /2 »eem•2a ; { / \ / SPOKANE COUNTY PLANNING DEPARTMENT APPLICATION FOR ADMINISTRATIVE ACTION Date: .5 1/4-a— Application No. — 7 - Name of Applicant: (4062. ('A (. 77 4zssykj Street Address of Applicant: i?S7in% '' i4t�1 City: �/6 State: 014%4— Zip Code: ?Z2C c, Tele. No. V —? /S--- i) (7HO{/) /i s r � C�l�ca U Legal Description of Property: Request (Cite Ordinance Section): %J/t4 i? AA A-- c-71 L/ k 4“--e// 7-asyZ-/7/ F9' OFFICE USE APPROVED BY: TITLE: / /(iyr^4%� DATE: /2, 47( L4J Assessor's Map Attached ca Copy of Plot Plan Attached (If Pertinent) 1988 EDITION APPENDIX Chapter 49 PATIO COVERS Patio Covers Defined Sec. 4901. Patio covers are one-story structures not exceeding 12 feet in height. Enclosure walls may have any configuration, provided the open area of the longer wall and one additional wall is equal to at least 65 percent of the area below a minimum of 6 feet 8 inches of each wall, measured from the floor. Openings may be enclosed with insect screening or plastic that is readily remov- able translucent or transparent plastic not more than 0.125 inch in thickness. Patio covers may be detached or attached to other buildings as accessories to Group M, Group R, Division 3, or to single dwelling units in Group R, Division 1 Occupancies. Patio covers shall be used only for recreational, outdoor living purposes and not as carports, garages, storage rooms or habitable rooms. Design Loads Sec. 4902. Patio covers shall be designed and constructed to sustain, within the stress limits of this code, all dead loads plus a minimum vertical live load of 10 pounds per square foot except that snow loads shall be used where such snow loads exceed this minimum. Such covers shall be designed to resist the minimum horizontal wind loads set forth in this code, except that where less than 12 feet high the horizontal wind load shall be as indicated in Table No. 49-A. In addition, they shall be designed to support a minimum wind uplift equal to the horizontal wind load acting vertical upward normal to the roof surface, except that for structures not more than 10 feet above grade the uplift may be three fourths of the horizontal wind load. When enclosed with insect screening or plastic that is readily removable translucent or transparent plastic not more than 0.125 inch in thickness, wind loads shall be applied to the structure, assuming it is fully enclosed. Light and Ventilation Sec. 4903. Windows required for light and ventilation may open into a patio structure conforming to Section 4901. Footings Sec. 4904. A patio cover may be supported on a concrete slab on grade without footings, provided the slab is not less than 31/2 inches thick and further provided that the columns do not support live and dead toads in excess of 750 pounds per column. TABLE NO.49-A—DESIGN WIND PRESSURES FOR PATIO COVERS' HEIGHT ZONE IN FEET WIND SPEED —MAP AREAS (Mlles Per Hour) 70 90 90 100 110 120 130 Lessthan12 10 13 15 19 23 27 32 'See Figure No. 1 in Chapter 23 for Basic Wind Speeds. 861 ICBO Evaluation Service, Inc. Asubsidiarycorporation of the International Conference of Building Officials EVALUATION REPORT Report No. 1968P August, 1986 Filing Category: MISCELLANEOUS STRUCTURES ALUMINUM PATIO STRUCTURES, COMMERCIAL CANOPIES AND PATIO COVER ENCLOSURES C-THRU INDUSTRIES, INC. 130 NORTH GILBERT STREET FULLERTON, CALIFORNIA 92633 I. Subject: Aluminum Patio Structures. Commercial Canopies and Patio Cover Enclosures. II. Description: The C-Thru Aluminum Patio Structures, Commercial Canopies and Patio Cover Enclosures are constructed in accordance with the attached plans. A summary of plans and design loads is indicated in Table No. I. Identification: Each structure has a permanent decal bearing the name of the canopy, design live load. horizontal wind load. wind uplift Toad and evaluation report number. III. Evidence Submitted: Plans and calculations. Findings IV Findings: That the C-Thru Industries, Inc., Aluminum Patio Structures, Commercial Canopies and Patio Cover Enclosures are structures conforming with the 1985 Uniform Building Code, subject to the following conditions: 1. Construction is in accordance with plans included with this report. 2. All structures are justified for combined loadings in accordance with Section 2303 (f) of the Uniform Building Code. 3. Residential patio covers and patio cover enclosures conform to Appendix Chapter 49 of the Uniform Building Code. 4. Enclosures are limited to attached patio covers designed to be enclosed, with maximum loads noted in Table No. I. 5. For installation of enclosures on existing patio covers, calcula- tions and other data may be required by the building official if evidence of compliance is not available on the existing patio cover. TABLE NO. 1 This report is subject to re-examination in two years. DRAWING NUMBER STRUCTURE TYPE DESIGN LOADS (Pounds per square foot) PERMITTED ENCLOSURES (Based on Horizontal wind calculations) Roof Live or (Snow Load) Horizontal Wind Wind Uplift 3131 3132 and 3133 Patio Cover 10 U 11.25 Attached type structures only may be partially enclosed' 10 15 15 (20) 15 I5 Carport or commercial roof cover (20) 15.o 14.3 May not be enclosed (20) 20.3 18.7 3134 Parts Details for Drawings No . 3131, 3132 and 3133 1220 Parts Details or Drawing No. I 1221 Patio Cover Enclosures 10 10 10 Partially enclosed' (201 10 10 (20) L5 15 (25) 15 15 (30) 15 15 (40) 15 15 1222 and 1223 Parts Details for Drawing No. 1224 1224 Patio Cover Enclosure,' 10 10 10 Partially enclosed' 10 13 13 10 U 15 20) 10 10 (20) I3 13 (30) (10) (10) (30) (13) (13) 'Patio cover cnelcures are required R have ono long aall and one additional wall with opening. equal to at least 65 percent of the area below a minimum of 6 feet 8 inches of each wall measured from the Il mr. The required ,penings may be enclosed with insect screening and or readily remocvhlc transparent or t oast ucent plastic n n more than (1.125 inch In thickness_ _ Evaluation reports of ICBO Evaluation Service, Inc., are issued solely to provide information to Class A members of ICBO, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommendation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The ICBO Evaluation Service, Inc., technical staff has reviewed the test results and/or other data, but does not possess test facilities to make an independent verification. There is no warranty by ICBO Evaluation Service, Inc., express or implied, as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Page 1 of 1 P,TIC COVER(EY OTHERS) TOl OE OESSOSEt RECOE'S2E0 FOP. EN008904E W/TH ATTACN/-fst0- AT E X/STING RES IoENCE Ian ALINIRRIF # T /S# MAK W/75OHOL/r REOUIREO PATIO COVER POSTS SEE GENERAL /VOTE'�7 FOR REQU/RED OPEN AREA I (DRAWING NO. l22 /) J t ® /. /' / 1 f 9rANO,RO MbLL/On.1 4) Sr0.BOTroA4 ONDRAW/N0 /22/ FRONT ELevAT/ON a X ISTuJ RESIDENCE ONE OF THESE SIDES MAY OE ENCLOSE() WIrN /JISOL/O PANELS(NCHI-BEARINe) /SEE CET OFT/0/9AL FULL NE/GMr 50L/O WALL PANEL .O;ATII]NS 000RC2o"G6 IS/IS 3 0B MAX) 5'MIµJ..-1- '9/NtN VARY ro SUIT' MINIMUM 0 MAXIMUM LENGTH PER Pi/0 COVER FLAN TYPICAL FLOOR PL A N MALE FEMALE /9T/NC: wH/- TYPE NE00 MATED TYPE) NE"MULL.0 FULL HT 5��' SOLID PANEL) Ae0VE g BELOW WINDOW MALE FEMALE %%ss�� MATINGIIHt ' TYPE ECG) MATEO 7Y5E1 E"M0LL/ON FULL HEION/I WINDOW JAMB 1 SEE OE '2 TIGHT FITTING PANELS, TYE Ya"#"PoP"R/VETS OR aS SHE @TOP SOT, E 22" kw/ er3, SSE/ C L EA.S/OE sour) PANEL) ABov2 BELOW WINDOW _1 / OLEEAXSForo BEA7INB� STEM 46"'. MAX/MIIMM ,NON-BEAR/NB' SYSTEM OVERHAND SLOPE PEY Arlo co.eR-, 'FLAN S0L10 PANEL FULL HT 1 SANDARO MULLION SPADING SEE TA0L,,ES ON DRAW/NO (COI END SLEVA9T/ON MAX. 550 )ECT/ON PATIO CP _R 26/CLOS✓5c STE/n SEECT/ON MAX. PROJECTION SEE TA2L_ A" OVERHANG{OW5. ,&/0 122/ 1 + )°�fS2AM @/PP0,2013p 7(4 �a=� PATIO oov_R (SIT/0 COVER j, PER PAL/O / y e E1/000s /RE COVER FLAN / SYSTEM 'NI rH REQpy/RED /./ I ' I Ii )FOOT/NC7S /-S 9 r i /% (=A>/O COEK 50PPORT_0e IOENCE /20'/7 WALL ONLY 1,77 j// 00 SECTION BEAR/NO TOF TRACK- TYE& NE amen/el WALL 1 W500W JAM6 SEE DST/) HI/& ,S0"'R/JET CR °`s '{SM5 C TOP ear b 27 YC aTWN , T71 EASins 3-/25" BEARING TOP (FESNAP COVER R DETAIL EN-ILL/AT/SR REPORY 5ECOGN/ZEC MNUM PA7/0 COVER /NSTALLED FER APPROVED CRAW/NO /O SUS/ =_ TOP TRACK TO SPLICE 0/RECTLY OVER MATED^H/ TOP # BOTTOM TRACK SHALL BEAR FIRMLY 0// MULL/ON PR/oR TO INSTALLATION OF FASTENERS //4"# "K W /K- BOLTAOR EQUAL PER E.R. '2/50,5"MAK FROM EA. S/GE OF MATED, H.(2 PER PANE LJ BOTTOM TRACK 5PL/OE 5/114/N/MI/01 FROM VERTICAL MULL /ON 2- "G SMS. EA TO M TE ,/�¢�P �" VSOR I EXIST CONC. SLAB /N S000 CONO/T/ON F/4 METAL BACKcp 5/Bs# %ROARENE WASNEREO :ems_ v 0"b MAX. TO M Tee ''H"(¢ PS/2 H) 02 '/5 POP' IR/v_, L 5 N OSAR INS' SYSTEM 3.2251 .05" TY NOTE/ ALSO USED A5 SION/ALL ADJUSTMENT CHANNEL NON -SEARING TRACK -TYPE E\) T'OP TRACK r f%/O EMs a 00/000 C/p.STRUCT/ON OR /.'5113W/K BOLTS¢ MASONRY A 0os/caars CONSTRUCTION- 4$I'e MAX. st-AO/NH "4 1 >' _ Raj S °FOFI 0 RIVETS e Tos 0 OT y% /310 HT' 3,1 R SMS. SOL/0' HNEL 9-15" 000R HEAD JAMB EXTRUSION \mil NOTE/ Cn/-O" MAX. WIDTH TEMPERED eons 02 V$" FL Aer/C SIDE SL/O//JO DOORS MAY BE INSTALLED /NFJJO WALLS WHERE 5043/0 ARE (S EENOTE ON'eFLOOR. PLDAN) r L G/-0" MAX . WIDTH S/DE 2 2 3 SL/.ING 000R2 W/TH // C W O, MAX. THICKNESS FLAer/c 0 L W N MAY Be /NSTALLED //✓ ANY p- =l1 NM/-BEAR/OR WALL SEE 0 DCl AT THE F04 JAMBS READ 0 C' y AT THE WALLS p J Q lS WHSERE LJCING'DING ODORS eO F? OG 0UR SHALL NOT EXCEED 9'-0 /N H-IOHT W2 C3 u�3 4p 2kry•° m p WZZp 00 0 Nb ^ ti U1 W BOTTOM TRACK ORIvers OR^O SO1F5. 2 24-/0/ NAX. TYPICAL EA. 5/DE FEMALE PER OE MATED'H"PERct7Yl OR STANO$O'H"4 ER. OET SOL/0 P. too SAX. 5OL/O PANEL L PallarillIn. INC E44F. ALW ER OLT X OR E.R. F2/S0 G"MAX. FROM EA. SIDE OF M rso•H/(2 PEA PANEL.) 2-'0 SM5 HA S/DE TO MATEO 11N1/ (P5%ldP S /02TS - EX/ST CO/.C. SLAB /N S000 CONO/T/ON PATIO COVER /N9rALLE0 PER _OOSMZEO PLAN WNW ALL LOAD SU-3004T/NO MEM0ER5 (See NOTE r/0, 0W3. /122/% SIRS C B"` MAX. f �J 11112NM/N. 0m N 2 5 W N Zt 5 55 00r 5 ( d2 ¢fie e ti 5)al0 2 rt F` F a °HER m4 J NON- BEAR SYSTEM 114 STAIRDARD11 H'T SNAP COVER S/LL HEAD � WINDOW PARTS `8) EVALUATION REPORT No. 1968P PAT/O COVER ENCLOSURE eye r 130 N. Gilbert Sc. P O. Box 2325 r ®® Fullerton. California 92933 if ®Y® (714) 9924321 [213) 994-4875 OAr2' JUNE' 8G JOB NO K-/22 ORAWJ BY T DANNA L.A. 000NTY /vo. 2 586 4 3' wiLL SYSTEM FREDYL^ASHTONIInd ASSOCIATES., INC. ON.G. NO. W/NOOW- WINDOW MULL/ON - TYPE/t e V/INDOW- W/NDOW % EX ST-INC-> WALL C1A MULL /Ot..J- TY/cE I) E// .. CONNEC'T/ON DOOR JAA-15 1 1220 TABLE A1' BEARING SYSTEM MLILL IONS - SE 5 C7"/O/J O /Oi1`446L/VE LOAC) /O*/aiWlND, /0""�.y LJ/�L/PT 2010SNOWLOAD, /O"/Ib WINO, /O% LI=L/FT 20°4 SNOW LOAD, 15%WI1,1O,15*7c.6U1=L/FT MAXIMUM N1./LLI014 SPACING MAX. MULLION HEIGHT MAX/MUM PATIO COVER D/MENS/OHS MAXIMUM MULLION SPAC/NC MAX. MULL/ON HEIGHT MAX/MUM PAT"/0 COVER D/MENSIONS MAXIMUM MULL/ON EFAC/NO MAX, MULL/01,1 HEIGHT MAX/MUM PA7-10 COVER O/ME/J9/0/1/4/S rN�„ TYPE PROJECTION OVERHANo THEE TEE PROJECT/oN ov8R1/AA/ TYPE YEE PROJECTION OVERHAND /" }8 / J fl II-G 1 " 9-G 20 f- 01 2L O" 4- °/ , 1 5' 1 1 6-9/.. /OJ 01 2'-o" 0 4'B % !' 7-O" iL On /O! Or 21 O" 20'-O" /L•G1 11L01 /Lo1 I1L 01 ILO" ao LO1 /L01 //L G1 J'-o1, 11/ o1 !L 01 2oL o1 Or-G1 I2L01 OG" l2/ o" OI GIr 4-21 / // lit G ' /0-I O1 20L01 2L0" 420.E 6 L 6" 9 LO" 1f1 O" 2L0M 42 0°% 7 LO1 7 L 4" 14Lo" a' -of 20L O1 'LG1 /5'-O" if -of /5 OH 11-0" 20L0m /L01 /51-0,1 1L0 /5L01 /Loll 2o- 01 OLG1 ICED" o'-of IGL O" oL01 // 5044 1/-G1 Lo-/ 's 2oL01 2-o' 3G1°/c 'Lag 9-all /5LG1 2L01 e 3GN% 7-f 10" r 8-Ik /5LCo' 2'-O" 201-o1 /L of IG'-of 11 G" 1Gl-of 'Log 001-01 /1- o" 101 G" !' 01 10' G" 11 O" 20L0" 01- G1 17L01 OLD" 171-01 OLO1 254.# SNOW LOAD, /5 k WIND, /5'`/4i L/PL/PT 304795 SNOW LOAD, 15% WIND, /5*/cp LIPLIPT ¢O 44 SNOW LOAD, 5%WIND, 15#/0 UPLIFT #8/// 6-91 7� 01 81-G1 2'-O" 4-8°H GL9/ 7Lo1 G' G" aLo1 *811 / 91-01 /LG1 7'-G1 11-0" lot-o1 /L01 81-0f1 /L a1 /OLG" O'-G" 8'-G" OL G1 . 421N 7/ 21 /21 01 21-01 F21e1 71-" 9LG1 21-01 4.2// I G/-8,1 71-2' GL O 2L01 /2c G /1-01 /01-o. //-o 7/ 0" /Loff /51-G1 /1-01 //' O1 /! o" 81-01 I' 0I /41-01 oLG1 1/- G1 °Lot BL•01 OLG1 SG//l.. 71-1" 71 91 15 LG1 a' -of 304. 7' G1 /31-01 2L01 3119, -IL 5/ /DLO" 2Lo" /GL O" /L01 14•1-01 /1 G1 IOLG" ifo1 I01 G" /f 01 /11-G1 /L o1 //L o" /1 0/ /7L01 OL G" I5LO1 01-G /2L01 0LG" ;WOW gPOP1R/VETS OR MG 9MS C T0'/ 807= 271/cBETWCEN,TY- SA. SIDE L/° PANEL ABOVE BELOW WINDOW WINDOW JAMS PER DETAIL® Ye ggPOP"R/VETS 0. MS era., e077 22" c 6T.WN,TYP. SIDE SOL/0 PANEL APIOVEJ eELo WINDOW 4NAF COVER PER DETAIL PANELS TO BE T/GHT F/TT/NG MATEO TYPE 1E 1 MULLION PER DETO SOLID PANE 5 FOR frIAS. M4UL 1../ SPACl/.E (T/GHT PANELS ro eE F/TTrue 7,64A et,41 WLVCOW JAMB / v PER GET© WS••MULT Cn1/ON f ER DET / SOLID PANEL SEE TA LE5 .A">;! .b" % FOR MAX. MULLION SPACING WINDOW -PANEL MULL/Olv' 'SNAP COVER FERMArEOsr,41L. LL ON PER 1 OETA/LC2l WLVCOW JAMB / v PER GET© WS••MULT Cn1/ON f ER DET / SOLID PANEL SEE TA LE5 .A">;! .b" % FOR MAX. MULLION SPACING WINDOW -PANEL MULL/Olv' 'SNAP COVER FERMArEOsr,41L. LL ON PER 1 OETA/LC2l 7 \ • //, \ II SOLID PA/�EL, SEE TABLE 115 FOR MULLION SPAC/N6 • �14 5/,,/5. e I2"•Ie MAX. CONNECTIONS SAME AS SECT/ONO 11v. 21. 11 X _o f THICK "U" CHANNEL % 24''LUN6 10003-rQ ALUM. e 24-1e/. ATTACH TO EACH PANEL LOCK W/0fr8 ems. NON- BEAR/NE TOP TRACK PER DETAIL( OR 8EAR/N TRACK #OT,4/LS SIDE WALL AT7ACHMN,T 15 OR. �i 0 SMSO24-1 / MAX. TYF EA. S/CE WINDOW OR PANEL FULL HT MALE 7) r FULL HT STANDARO' HJ' PER DETAIL CASE OPENING W, TRACK PER 0ET., WALL LiSeHE1 MAX. WALL HE/GHT NON-BEAR/N5 WALL ONLY L SLIDING, DOOR FRAME BY THERE 13 PANEL -PANEL MULLION 14 SL/D/N& DOOR MULLION 1V GEI.r'ERAL /JOT'ES Sl=EC/F/CAT/Oh/S THIS ENCLOSURE SYSTEM /5 L./MITER TO RECREATION AND OUTDOOR LIVING) PURPOSES AND /S NOT TO BE USED AS A CARPORT, GARAGE STORAGE, OR HA5/77,15LE ROOM. THIS ENCLOSURE SYSTEM TO BE 1NSTALLE0 UNDER ANY PA7-/0 COVER WHICH IS R..ECOGN/ZEC FOR ENCLOSURE PER CHAPTER * (rAPPENO/ X) OF THE UN/FORM B /IL C/NO'COCE, 3. DES/sN LOADS. SEE TABLES FOR DESISN LOAOS SHEET /22/. 4. FASTENERS=IPOP"R/VETS, WHERE SHOWN, SHALL. 5E 5050 ALUMINUM RIVET W/TH CARBON STEEL PLATED MANDREL AS MANUFACTURED BY THE U.S.M. CORD SHEET METAL SCREWS SHALL BE SIZES SHOWN AND SHALL 58 STAINLESS STEEL, CADMIUM PLATEO, OAL-VAN/2EO STEEL 0.4 2O29-T4 ALUM/NUM. 5. ALL STRUCTURAL COMPONENTS OF THIS ENCLOSURE SYSTEM(EXCEPT SOLI° PANELS ARE OF ALLOY 0 TEMPER 00C, -TC, UNLESS SPECIFICALLY NOTED OTHERWISE. THE SOL/0 WALL PANELS SHOWN SHALL COMPLY WITH AN EVALUATION REPORT CuR,RENTLY RECO8N/ZED 5Y .r.C.s,o. EVALUAT/ON SERWCE /NG. ALL EXTERIOR. PORTIONS OF THE SOL/0 WALL PANEL WHICH ARE SUBJECT TO WATER INTRUSION SHALL BE FULLY CAULKED. 1. THESE ENCLOSURES ARE REQUIRED TO BE LEFT OPEN PER SECTION 4-90/ THE OPEN AREA OF THE LONGER. WALL ANC ONE ADDITIONAL WALL SHALL BE AM/N/MUM OF 05 PERCENT OF THE EA BELOW A MINIMUM OF 0- PEET B INCHES OF EACH WALL, MEASURED TRANSPARENFROM THE T ORT OOR OPEN LUCENT IS FLAS /0 AS INSECT NOT MORE -MAN AN ENIINS CyHIN THICKNESS OvABLE 8. EACH ENCLOSURE SYSTEM SHALL HAVE, PERMANENTLY AFFIXED, /DENT/F/CA7-/0N TAG' G/V/Nc9 THE NAME 0 ADDRESS OF THE MANUFACTURER, OE5/5N LOADS, Akio EVALUATION REPORT NUMBER. 9. THE BEAR)NG-, SYSTEM MULLIONS HAVE BEEN DE8/ONEO FOR L0A0 COMB/h/AT/ON5 A9 DES/GHATED /N CHAPTER '23 OF THE U.B.C. 10. THE PATIO COVER FOR NON-BEARINS SYSTEM SHALL 5E OESIG'NE0 TO RES/ST LATERAL WINO IMPOSED BY THE ENCLOSURE, 5E SELF SUPPORT/No FOR VERTICAL LOAD, AND SHALL BE APPROVED BY THE LOCAL 5U/LD/NO OFF/C/AL. THE COVER MAY BE CONETRUGTEO OF ANY MATERIAL FERN1/TTEO BY THE UN/FORM BUILD/NO CODE. H. ALUM/NUM PARTS /N CONTACT w1TH STEEL SHALL BE 'FAINTED WITH ONE COAT of ZINC. CHROMATE PRIMER /N ACCORDANCE W/TH FEDERAL SPECIFICATION T7--P-045 OR SOU/VALENT. ALUM/NUM /N CONTACT W/TH W000, CONCRETE OR MASONRY SHALL 8E O/VEM A HEAvY COAT OF ALKALI- RESISTANT BITUMINOUS PAINT. ALL PAINT AND APPLICAT/ON SHALL CONFORM TO U.B.C. STANDARD '25. /O7 f) 2. /Q. `«14 SMS SHOWN JHALL 8C STA/NLESs STEEL ALLOy SELF-TAPP/NG HEX HEAD CADMIUM . PLATE° SCREWS WITH CON/P05/TE ALUM/NL.IM-NEOPRENE WASHERS. THE ALUMINUM PORTION OF THE WASHER HAS MINIMUM 01MENS/ONH OF .050 INCH 77l/CKNE5$ ANO 645 /NCH 0-0. THE M/NIMUM ROOF PANEL 77I/CKNES9 AT THESE SCREW LOCATIONS is -O/8 1NCHE S. SCREWS SHAL-L BE LOCATE° NO CLOSER THAN s/5 /NCI1Es FROM 771E 5N0 OF ANT ROOF PANEL. m9S T )POP"RIVE /OR '�0 SH5 a SON r /M 111r/mx .050/ w�1/g1 I pop' 1VET OR 0 SHE 4.e Ito/ EA. Las SOL/O PANEL .�/ TALL E " B 1- NON BEARING SYSTEM MULLIONS -SEE SECTION 3 MULLION TYPE MAx/MUM MULLION ,PAGING/ MAX/MUM ML/LL/ON HE /-/-- WINDOW-SOLIQ PANEL ARRANGEMENT WINDOW - W/NOOW SEE °ETA/LOT IO WINDOW- PANEL SEE DETAIL l2 13 PANEL -PANEL SEE DETAIL 14- /0 PSF WIND LoA0 /5 PSF' WIND LOAD /O PSF W1ND LOAD /5PSF WIND LOAD 10185E WINO LOAD /5Pe1 WINO LOAD TYPE 11NEI' MULLION 48" _ l2'-01 91-91 L 12O1 9L91 ,2L 01 'L91 4-21 12'-01 IOL51 Lai -of /OL51 12L0" /OL 51 3Com /2'-01 11! 3" /2'-o" //! 3" /'2 O1 III- am 24-1 /2L0" . 12L01 /2Lo" /2L01 /2' O1 12LO1 TYPE 11E" MULLION* item 1oL31 EL4-" 101-31 8L,0 /OL 3/ 81-4-1 4-2" 10L//r 8- /O1 /OLll1 BL/O1 /0LR" BL/OH G1 /11-101 9L8" !!L!O" 9L81 1/L101 yL•8" 2+0 I/1-01 II -ION /2L o' /I.L101' 121-01 11L1o" * THE STANDARD "H" AS SHOWN IN 0MAY 8E SUBSTITUTED FOR TYPE i1E" MULLIONS. WHERE THIS 5.15ST/TUT/ON OCCUR USE 85 PERCENT OF HE/OWT3 /NO/GATR ED FOR. ' TYPE 1E1 MULLIONS 4" FASTEN 'Moro PANEL d u1/NOOW -IAMBS W/TH //314 1/POP"RI ✓E'T3 OR /AG 5MB AT 2¢"%, TYPICAL EACH S/OE FULL HE/BHT. ANPOL y8fo1IPOP-R/VET OR 0 01 r 8 so 1 Ls' -.. SEE TABLE 1 C1 FOR MAXIMUM SOL10 R4NEL WIDTH /101 MAXIMUM) (3" MINIMUM) TYI=/CAL CORNER r .0051 'TYPICAL CORNER EXTRUSION T!1BLE 11C !1- CORNER POST DETAIL MAXIMUM CORNER PANEL v./tort, MAXIMUM COWER, posT H2/8HT NON-BEARIMS SYSTEM SEARING SYSTEM /0 PSP /5 PS,' WINO WIND /O F5P WINO 15FSF W140 81 11L0" HI -of /OL/O1 l2" � LG1 9L91 I1131 9LO" 101 /off 4.1 CI-5" 7i9" L.A. COUNTY NO. 25864 EVALUATION REPORT NO. 19 6 8 P PATIO COVER ENCLOSLJREev: Ti98LS FOR OWe. NO. /220 130 N. GlIOert St.. P.O. Box 232E DATE, .JUNEI66 J08 NO. K - /22 Fullerton, CoGlorNe 92833 DRAWN by 17141 992-4321 12131 694-4876 T QANNA DWG. NO. FRED L. ASFITON V and ASSOCIATES, INC. cw..A.fn...fM... area celtm.rlel 1221 Oor2 PATIO COVER(BY OTHERS) TO 52 OE9/ENE RECOGN/ZED FOR ENCLOSURE wing Arr,CHNENT ATE X/ST/Ns RESIDENCE "N/MUM $ /0 /0 MAX. W /rHOLIT REQUIRED PATIO CO E POSTS FOR ReQuRED OPEN AREA (DRAW/Np NO. /220 n 0 —T STANDARD MULL/O 1 (Hf SrL.BOrrOM oN DRAW NG /.'2A2/ES ..FRONT ELEVATION EXISTING( RES/DENCE E OF THESE 5/DES Y BE ENCLO,^-VED WITH L/O PANELS(NON- BEARING) E DET(1 VARY TO SUIT M/NIMLIM - MAXIMUM LENGTH PER PA /0 COVER PLAN TYPICAL FLOOR PLAN MATING "H"TYPE NEC!) MATED TYPE NE^MULLIO. P LL HT SEE SOLO PANEL AEONS 0 e2LOW WINDOW MALE FEMALE MAT/NGj1HIL TYPE E© WINDOW JAME SEE oe7 TIGHT FITTING PANELS, TYP 'ie 1POP"R/VETS OQ x`G EMS STOP, SOT, ¢ 22" % BTWN, TYP/tAL 2A.SIDE WINDOW- WINOOW MULL/ON -TYPE"NE" M 0 TYPE ,E” MULLION FULL HEIO E DETO ovERNA/.e3 2"MAX. a BEARING =TEM 46' MAXIMUM E NON -BEARING SYSTEM SLOPE PER) PATIO GOVERii PLAN SOLO PAN. FULL HT OVERHAA/3- OVERHANE PATIO COVER ENCLOSURE SYSTEM EVALUAT/ON REPORY RECOGV/ZEi ALUM/NUM PAT/0 COVER INSTALLED PER APPRQVED DRAW/NO w00 POSTS STANDARD MULLION SPAG/N& SEE TABLES ON ORAWING 1221 END ELEVATION AX. PROJECT/ON fECTION NA\. PROJECTION /N/ nie LE A OW0 VO. l22/ 00 ECT/ON PAr/O COVER sUPPORTEDN 5/DENCE PROVT WALL ONLY BEAM SUPPo¢T/M PATIO COVER PER PATIO OVER PLAN WITH Racy/RED POSTS FOOT/N BEARING TOP TRACK -TYPE NE SNAP COVER 5 OPENING SEE DETAIL INDOW JAMB SEE 0E776 SOLID PANEL10" Q+'PO"dR/VET OR WO ABOVE A , SM5 CTOP oar 2719= SELOW BTWN, , TYP EA. SIDE WINDOW WINDOW- WINDOW 7!� MULL !CN- TYKE "E/' 3V E X /STING WALL SNAP COVER PER 0ETAIL BEARING TOP TRACK -TYPE E e"/O sale E w000 cQ d5rr"Cr/ON OR MBOLTS® MASONRY -61W= CONSTRUCTION-4O'°e MAX SPACING EX STING' WALL CONNECT/ ON Ye'II/ or R/VETS Ca 7OP OT j M/O HT R we, SMS. S OL/D ANEL TOP TRACK TO SpLICEIRECTLy OVER MATED H' TOP 0 BOTTOM TRACK SHALL BEAR FIRMLY ON MULLION PR/OR TO INSTALLATION oP FASTENERS 1/4-119S II KWIK- BOLTAOR EQUAL PER E.R. 7.I50,3"1-1A5C FROM EA. SIDE OF MATED" /l'(2 PER PANEL) BOTTOM TRACK SPLICE B''M/NIMUM FROM VERT/CAL MULLION 2-•0 SMs EA SiQE TO MATEO /�.(,¢�'/ ORP'R VEr P EX/SL CONC. SLAB /NECOO • CONDIT/oN l/l2 MIN. METAL BAOKEO S/b/m (NEOPRENE WASHEREO 19M5. L' ere MAX. ^ -"'O OMS. IEA, S/OE TO MATED N'/4 PER H') OR Ye m POP' R/ VErs BEARING' SYSTEM 5.225' NOTE AL50 USED A5 ENOWALL ADJUSTMENT CHANNEL NON-BEAR/NG TOP TRACK 9'15" n DOOR HEAD E JAMB EXTRUSION NOTE. 0'-o'I MAX WIDTH TEMPERED 5LASs OR VB'/ PL ASTIC SIDE SLIDING DOORS MAY BE INSTALLED /N END WALLS WHERE SOLID PANELS ARE PERMITTED, (SEE NOTE ON FLOOR PLAN) G'-Oa MAX W/OTN SIDE SL/DING DOORS wire /B' MAX. TH/CKNE55 PLAS'T/C MAY BE INSTALLED /N ANY NON-BEAR/Ne WALL SEE DETAIL. FOR JAMES REQID AT THE DOORS WALLS WHERE SLIDING DOORS OCCUR SHALL NOT EXCEED 9-011IN HEIGHT 1/440 n KWIK- 002_7"OR EQUAL ^ER E.R. /2/SC/,0°MAX FROM EA. SIDE OF M, TED'Ho(2 PER PANED 2 -.Co SM5 EA. 5/10E TO MATEDON" PER NV OR 7610 POP' RIVETS EKl9T COMC, CONO/T/ON 0 PATIO COVER /NSTALL60 PER ECCON/ZED PLAN W/TH ALL cone 5UPPOQT/N0 MEMease (SEE NOYS */O, ONe. l200 4 5445.E 61/4 MAX. 0 l /'2'MIN. NON— SEAR We 5 YSTEM BOTTOM TRACK® STANDARD"H'©'J 0Rn 0 EMSYR9/24 L MAX. TYPICAL EA.S/DE FEMALE PER OE l MA750 //1PER L OR STANOD'H 7 ER, DEW. -( SOLID PANEL /0" I./AX. SOL/0 PANEL ODOR JAMB 10 SNAP COVER S/LL 1� HEAD � WINDOW PARTS \�+/ EVALUATION REPORT NO. 1968 P PATIO COVER ENCLOSL/REer 130 N. Gilbert St. P.O. Boa 2325 Fullerton. California 92E33 17141992-4321 1213( 894-4976 DATE. JUNE 18G JOB NO. K-122 ORAw, BY T CANNA L.A. COUNTY No. 25864 3' VvALL SYSTEM FRED"L ASWFON�,sd ASSOCIAIES,INC. °VIE. NO. 1220 I OF2 PATIO veR(BY oTHE45Ir0 BE CREASURO E REC0G0I/2E FOR Elm.'-L05U.GE W/TH ATTACH/REAR- A- E%/ 5T/N6 RESIGEN'E I/1 /- D Fait % M I 4000/ RE7V/KEG PATIO C CARA. POaTS tr4EMAu 1)____ BEAR RASA -EPA OTE 7 /- iSSS AEG.,4 M ,REc GAGA A45A (CAA WING J. _) / IJ •/O L 1 I s 1 sANOARO MULLIOIJ---0 ern BOTTOM SPACING SEG TABLES ON ORAWIRG l22'I FRONT EL EVAY/Oh/ EX/ST/ti/G RE SI OCNCE o= TNE5a SIOE5 10 aE =NCLc5Eo t n-H -ANEL 5 (NON- 6EA21I.G) oer . lo'MPx a^M/v 'b ao0240.04 x66 MA%. ) J; / T 3"MAK '/ARY TO eor7 RUIRINLIP4 FAA/0 COVER PLAN MAX ARUM PER TYPICAL FLOOR PLAID AL/Lc kr SLOPS =E4 -70 GO E4- P A./ END C eck A, CAW Mtl ON ci RRE 0 <„AR 1024 E L E V/A '-/O N euALL IRROIR 4SPORTI Au/RAt acN;2 Ec / RIPAT/O WER fURATALLEL7 'T ER A. Pl30VEC /r Of1AWING w/b FOEI's / , TOP TRACK TO SRLICE 0/REcrLY Ovea M<TEO"H" , TOF t BOTTOM TRACK SMALL BEAR FORM LYON MULLION FR/04 TO /N5T LL A710N OF FAST E.JERS 5ROJ ECT ON PAC/0 LOVE4 E TAB LEC Ow j f5✓PPORTEDN OVE4HA NC - ` Arlo OVER A -05,5 SYSTEM MAY INC- 1H"-T7PE NE 1 MATING 1 k"-TYPE E Ve/ MA7E0 TYPE 'NE'MULLION FULL NT EEEO/ SOL/0 PANEL AE,OVE BELOW W/NOOW =.:c00 O4F r SECT/ON 0 VeR /10, Irls-HisHa 0FRONTv.ALL 0 SECT/ON -- ati m=45' N 0,105' O02" TYF' BEARING TO TRACK-TYFE NE KO 11/41/NDOW JAN5 (SEE 0ET u �TIc11HT TRUCAR PANELS TYP /6"¢"FOP"a/vsrs OR Aa sM5 Cc so- BOT, zest. aafsse, TYPICAL EA. EI0c 1/4""KW L- 6007-"OR ._ORAL FRA a:so 5"OMA% /-ROM EA. e/OE 10 ,MATED"N"('2 PER FANS L) G307-7-0M TRACK SPLICE B"MWIML/M FROM VERT/CAL MULL/ON 0 .0 SMS EA. 5/OE TO MATED H"(4 AG"M^)OR //B'/b Oa'/R/VETS 54/ST GONG. ELAB el0000 -.. /2 05" 1 LISNAP PER COVER DETAIL L_ IIIQ°MILT. _1 B EA2/NG SYSTEM rA) .. BACKEc /:70/5 /`-1CP4vc SNE4E0 b i Ax M/2 6 M F 'cE TS RAC EC A" _ . A° 2 °(FO.S' /. !RI ET5 4/ NOTE' ALSO J5E0 AS E,VO HALL AOJG/STAPART CNA AARL ^EARWNG TOE � NON - BEARING TRACK -TYPE E \t) TO/° TRACK \5 /TEO TYPE 'ILIE " ML'L0IC1/4/'. FELL HE/O1T.1 e OR/1 1 J SOL/O L AAR 1 ABOVE S OW WINOOW7 Z-444/4 COVER E OPEN/nT lEaa GE -AIL ISEEOETODow B /6"G "POOH^RIVET OR"(a 5M5 P TOP, ear Br74/, TY.= EA. SIDe //II EX/5T/NG WALL FAT/0 COVER /N STAT` EO PER 1RE C05/1/ 7/EC GLAN w/ / ALL OAO CG/P O4T/45 MEMBERS / DST=, e4AM=, ETC.) SEE )NO, Ea/p 04ve. 223 4/4 SM5551/ems MAX SAME AS STFACK t /DOTE 0 L0" MA%. W OT.- orz PET/C E5/OE GA O'/Sa^ COOKS MAV ea INSTALLED ✓ ENC WALLS WHERE SCWIO PANELS RAE PEFcM/TTEo can NOTE ON PL004 FL.+NJ GI O MAK WIDTH RIDE SLr0/4G COOKS W N ',5" MAX. mil GKNESe PLAST' MAR' as LLISTA ALA 0 /N Amy NON-6 RING WALL 55 DETAI 1_IL FOR JAMe5 050'O WT THOR ESE DOS. WALL? HERE S L/OIUG 000AR oa0RA SHALL NOTExCEO 6'- ' /N /4E/G417- /// "6 "KWIK- SOLI' soLiAL PER e ' Q/SG G'MAX FROM EA. SIDE OE MATED N" (-0 SS4. NEL) 2 aG 9M5 EA. / SIDE TO MATED "H' (4 PE2 HE OR I/B 0 'POP"R/J-TS EXIST c sloe. .I oc " CONO TION NON- 6EAR/NO SYSTEM \ Its ''t e OT TOM TRACKS 'T/05Ms,R W000 c0/JETRucr/0N OR (41RR"KW/K BOLTSG MAS04/aY C04/C4ETE ONSTR/JCT/OF/- 66"% MA%. SPAb NO "/8/ c6 R., VE(SETOP oord MIS 4?. -OR 40 5M5_ 50L /0 PANEL &OOFM8R HEAD 1-1 J E%TRLIS/ON Z 0 SLIT wee O GUN FLAP/E5 TO LIAR (OR OF TOP 0 007 TRACK ATTACH RAM- A5 INTERLOCKED STANO/q R D `I H 11 © I 'e 6'POW R/VETS - oRs65M5, 604104 1MAX. TYPICAL RA5/0E MgTEO^H"PE1 'J1O OR GrALGARC "N' J PER OE7- I- SOLID PANEL /Cc" n1Ax. ROL/O PANEL iL r 2 0 0 J No.25864 a co co 0 2 W 0 4 0 2 W 0 0 0 OATS -/ VE'66 -IOR ,J0. K -/22 ORAw1 BY 7- OANNA O\JG 140. W/NOD(V JAMB WlbCOWV- W'/NDOVV MUL- .10N - TYFE `N6" 70 WINDOW - VJIvOOW ,'4 L/LLIOIJ -T,F'E vE" 10 EX/ST/NG WALL C CNh/ECY/ O,'J 1 DOCK JAMB (J 1222 / OF /0 'Io" e r"R/VETS'OR 6 5N5.5 Tor, ear_ 2P•/' BETWEEN,TYB EA. S/OE 901-ID PANEL ABOVE BELOW WINDOW WINDOW JAM/@@q\ PER DETAILV IB'd"POP RIVETS OR aG 5M5ETO.,, eor/ /60'E BTWN,TYP EA. 5/OE SOLID PANEL Ae0/E0 BeLoW WINO SNAP PER DEAL PANELS TO 6E r,GHr FITTING MATE° TYPE"E" NULL/ON PEROETO PANELS To BE T/GFT FITT/A/C+ MATEO TYPE W/N4/ CbJAMB] NE"MULL/On/ PEROar® I PER OETO W/NOOW-PANEL 1-4ULL/O1.13 SILL 1 2./• NERD W/NDOW PARTS (ENAP COVER i PER oe A'_ ?ATE° TYPE .1ULL/ON_ FER GETA/L MATEO TYPE NE• MULL/ON PER CET. Th PANEL -PANEL MULLION \iL}J x2"}/° x.OS/ THICK "(...("CHANNEL ExTRUS/ONM1E/R' . 4 2"LONG/6005-TG ALUM r C '241w. ATTAC4 O EACH OW7 IPA10L LCK "B SAY, a 0 C CONNECTION SAME AS SECT/ONO S/OEVJALL l/6"6"Pop' RIVETS oR AO SMS a /2"a/" MAx.TYP EA 5/OE W/NOOW OR PANEL FULL HT MALE PER DETOI FULL HL STANDARD "H" PER OETAILOj CASE OPEN/NO W TRACK PER ET' 5 NON -BEARING TOP TRjcK PER DETAIL OR OEAR/N TRACK PER DETAILS O>® ATTACHMENT IS /B'Q PO 1" R,VEToR '0 SNS 0 'RJ4a5 MAxFANE TYPICAL rn ACENT „ MULLION 0O MEE TABLE "C" OKO. •/224- i TYPICAL, 80TH DIRECTIONS PANEL SHALL BEI. TIGHT FITTING I FASTENERS eeat' MAX. SEE ABOVE ALUM 4 /"x/•x.05" FULL HEIGHT et tows 0005 FRAME BY OTHERS NOTE, USE a B-G' MAK. WALL HEIGNn NON- BEAR/NG WAQL. ONLY ADJACENT MUFULLLION PLUM YA EY.rx O i4'LI OSG"FULL HT SEE TAB_E'C' owe /224 TYPICAL BOTH O:RECTIONS SLIDING OOOFZ MULLION ® CORNER S/JAI° COVER GENERAL NOTES 0 SPEC/if/CAT/DNS I. THIS ENC L05URE SYSTEM /S LIMITED TO RECREATION ANC OUTDOOR L/V/NG PURP05ES ANO IS NOT TO BE USED 45 A CARPORT, GARAGE, STORAGE, OR NAB/TABLE ROOM. 0. TH/5 ENCLOSURE SYSTEM TO 136 INSTALLED UNDER ANY PATIO COVER WN/CH /S RECOON/ZED FOR ENCLOSURE PER CHAPTER 41 (APPEND/ XJ OF THE UN/FORM BUILDING COOS. J, DESIGN LOADS: SEE TABLES FOR 059/GN LOADS, SHEET /2'24. 4. FASTENERS:°Por/ RVETS, WHERE SHOWN, SHALL BE 5050 ALUMINUM RIVET WITH CARBON ETEEL PLATED MANDREL AS MANUFACTURED BY THE U.S.M. CORP. SHEET METAL SCREWS SHALL BE 9/ZE9 SHOWN AND SHALL BE STAINLESS STEEL/ 2/NC PLATED , GALVANIZED STEEL OR 2029 - ALUMINUM. 5. ALL STR✓OTURAL COMPONENTS OF 7-HIS ENCLOSURE SYSTEM (EXCEPT SOLID PANELS) ARE OF ALLOY 0 TEMPER DOGS-T6 UNLESS SPEC/F/(ALLY NOTED OTHERWISE. G THE SOLID WALL PANELS SHOWN SHALL COMPLY W/TH AN EVALUATION REPORT CURRENTLY RECOGNIZED BY SC.B.O. EVALUATION SERVICE INC. ALL ExTER/OR Pop]IONS OF THE 9OLI0 WALL PANEL WHICH ARE SUBJECT TO WATER /NTR✓SI ON SHALL BE FULLY CAUKEO. T THESE ENCLOSURES ARE RE gU/RED TO Be LEFT OPEN PER SECT/ON 490/, THE OPEN* AREA OF THE LONGER WALL ANO ONE A00/T/ONAL WALL SHALL BE A MINIMUM OP GS PERCENT OF THE AREA BELOW A MIN/MUM OF O FEET B INCHES OF EACH WALL, MEASURED FROM THE FLOOR. ('4-OPEN l5 DEFINED A5 INSECT SCREENING ANO/OR READILY REMOVABLE TRANSPARENT 04 TRANSLUCENT PLASTIC NOT MORE THAN '/B OF AN INCH /N TH/OKNE55). B. EACH ENCLOSURE SYSTEM SHALL HAVE, PERMANENTLY AFFIXED. AN /DENT/FICAT/ON TAG GIVING THE NAME 9 ADDRESS of THE MANUFACTURER, DESIGN LOADS, AND EVALUATION REPORT NUMBER. 9. THE BEAR/NE SYSTEM MULLIONS HAVE BEEN DESIGNED FOZ L040 COMO/NA770N5 45 0E5/GNATS0 /N CMAPTER 25 OP THE U.B.O. 10. THE PAT/0 COVER Foe NON -BEARING SYSTEM SHALL ee DESIGNED TO RESIST LATERAL WINO /MPO9E0 BY THE ENCLOSURE, BE SC-LF SUPPORTING FOR VERTICAL LOADS, AND SHALL BE APPROVED eT THE LOCAL BUILDING CIE/A/C/AL. THE COVER MAY OE CONSTRUCTED OF ANY MATERIAL PERMITTED BY THE UN/FORM BUILDING CODE. ALUM/NUM PARTS /N CONTACT WITH STEEL 9/4444 BE PAINTED win; ONE coAr. 00 Z/NC. CHROMATE PR/MER /N ACCORDANCE W/TH FEDERAL SPEC /F/CAT/Owl TT P- 045 OR EQUIVALENT. ALUMINUM /N CONTACT W/TH WOOD, CONCRETE 0R MASONRY SHALL BE GIVEN A HEAVY COAT 05 ALKALI -RESISTANT BITUMINOUS PAINT. ALL FAINT AND AP/AL/CAT/ON SHALL CONFORM TO UBC STANDARD 26 ./07 (f)2. /2. r/4 9M5 SHOWN SHALL BE 9TA/NCE55 STEEL ALLOY SELF -TAPPING HEX HEAD CAOM/UM PLATE° SCREWS WITH COMPOSITE ALUM/NUM-NEOPRENE WASHERS. THE ALUMINUM PoRT/ON OF THE WASHER HAS MINIMUM DIMENSIONS OF .050 INCH THICKNESS. 4N0 5/B /NCH O.O. THE MINIMUM ROoF FHNEL TH/CKNESS AT THESE vSEW 1-0CAT/ON5 /5 .0/5 INCHES, SCREWS SHALL BE LOCATED NO CLOSER THAN 5/g INCHES FROM THE ENO OF ANY Roo, PANEL. t, cr W DATE JUNE' 86 JCS A/0, K-/22 DRAWN OY T. 0ANNA 1223 20/55 r -A..eLE "A//- 5EA/NO SYSTEM C4 ULL/OAJS - see c-ECT/ON E) 0- e_ VE L OAO, /Oa'= .a/INO, IOt/¢ LJ�L lPT 20''^Ii HNO0./ LOAG, /O % WINO /O "6,¢ UFL/FT 3O`/¢ SNOW LOAD, /O"/¢ W/,VO, /0'/6 UPLIFT MT %iM l; `r - MAX. ML'L- Ow' /g ZIM[lM FAT/O NE/CVHT COVER C,MENa/ONS MAX/M(1M /4UL L/ON MP%. M✓LL/ON NE/GMT MAK/MUM FA7-/O COVEQ C/MEN E/ Ob.., MAX/,MUM MULL/0N MAx. M,- ION HE/ON' MAXIMUM PAT/0 COVER O/MEN9/ONS .., a�/i.0 T Y>E „NE" _ IFROJECT/On/ GVERNn NG SPAC/NO NPE ,,E TYPE FRO./EGT/O/J OVERT+JG -FAC/NG TyPE TYFE F20i/6GT/ON OVERNp 10,'-0" 21_0r, 9- o -o` 48'' -r'- rod 9° 48e2. /]'-G^ /=p" /O 0# IO' /5"-O" O-0' //,_o" O-pu 20'-0, 2, O^ i2 I_Ca 2, Ou 9,-I1 r, y-9„ .o o" /_m 4¢x,i" 7'0 g'-pa I'-v. .o'-O" /'-o'/ 14'-o" I'-0^ 42""L 7'_a„ 1-0" 20'-0" o'-6" /4'-0' O-O" 20/-0" ry'_O" /a'_O" IV- 0n //'-G 21�ON :G''t /0-9 - 4„ /'- p" hGNx/ �'-/Ov -/'Q" /9'-0n l'_m^ 3G/°, -/,-/On -/I_2u /Q O+ Oi 001 o" //-O" /9 _6 /-0 l2'-6x //_O 20'-Ox O-G" / o o" o -o' /'Ji Gn O-Gx /O"/c LIVE LOAD, l=^--cWINO, /'L1 LL`�L/FT 20 /¢ SNOW LOAD, /3%4, WINO, /3'/¢UPLIFT 35 t.p SNOiv LCAO, l5 /56WINO, /3"1¢UPL IFY /2 -C°" r_o" 91-0" l3'-0" /'-O" /pi G" 4-2 8'_8" - 42"0 , a'-9" B-G" I_Gx O" /'-o 9'-O" I'-O" /6'-o" - _ O'-O" /4 G" 0' G" 20,_0„ ,2,_0" /6' U' G" 2'-0^ 4, 4" _ _ HO-O" _ m" l?'-OO /Q'_Ox //_Gv 2d-o" o`-rO• 2o'_o4 o_ /5'-O" o,-Coll lD'¢ L_/VE L OAC, /= i$W/NO, /5 /,;., uPLIPT 9'-Co" o" to LG" l' 0" a' -or, J-CO„ I /5'-G" c%m„ 8'-/" _ I41-a" I'_ or /5'-o, ll_O" IELG" O'-0+ 20-0" 2-0" 20'-O" /L G" ¢O'-O" /' O" A NO n/ BEARING e YSTEM NIuLuaNs- ScE SECTION a VIAJ.IMUM M</LL/ON NE/y,S/ W/NOcot 'C_ /O =2/9, c- R4n/G-E N/ENT - - I-i /LL/ON-vNOOW- W/NC .'J W/l.c/ o�.,, 9/ ._- - ' ^_TA/_ _.,_O C7 ._ 0. -,»o q c'057 LETHAL I- S'S. 13' /- SEE =E 4 /4�' �. V N/hi, I,..'' is re e' .vim _ 1 .., J. KING v +-Q c '-' I 2 0 V J ti10. 25864 0.1 co T 0 W 0) } 10 3 rA TABLE 1 - PANEL SPANS FOR FASCIA TYPES TABLE K - PANEL SPANS - SINGLE SPAN BEARING WALL OR BEAM TYPES TABLE L - PANEL SPANS - TWO SPAN BEARING WALL OR BEAM TYPES °F SbNaE SEE TABLE 4 Fo¢ SLOPG SEE SEE FOOTNOTE �. r , _. suPaDm.v.11 PANE1. SPAN % TABLE N suPpcFTSJ� PANE fl $aY t VFL SAw PE51DENTIAL - H t PATIO COVER T ] LIEAMLL ! n suaxaoaT T II(- RESIDENTIAL PATIO COVER r SUProa7 z 'xiER'OR I' 9EAn sH.rovs 14 f RESIDENTIAL PATIO COVER EDGE t\ fuaroaT eR7 PANEL PANEL FASCIA TYPE PA5EL SUPPORT TYPE PANEL SUPPORT TYPE iNICEM$ P. F 1 PANEL TYPE Tu4mF55 '18(5945 45001 0"T as Y' IMoof T' S PANEL DRAM V SEARING WALL( 4" I oe 3' WILL I ' PI TYPE Nu' PROIEc 105/41058 MAX. NIN. PANEL SPAN (OVERHANG.) . NA%. TYPE MIN. PANEL $PA4 (OVEEHAN6), pA%. IO PSF L.L."9G MPH Lv,N0 r0-o NIGH W.%. 10 P5F LIVE LOADS 9@MPN WINO LOAO310-O"HIGH MA%. IO PSF LIVE LOAD,90 MP0LWWD LOAD lo-O'HIGH MAX, ,5 oD' .015E 13'_0" (4'- I") it-O" (4'-1") 13r-0"(4r_I0 0,2" II'-1'r 3r_U ( 6") 11'-I" (41-1') 11r_Ir•(6r_I") SUPER A30" =L'+ 15.-0" SUPER .0]]" (4'-T) 1?'-6' (4-2") 13'-6" (4'-2") SUPER vat" Pj'-9" (4'-9') 13'-9 (4'-1') 13'-"(4'-T) SPAN .02" 0-O". 15r-0., SPAN .O1B" IA- X' 15'-r`(1'-B') IS'-I"(T-4r•) IS'-1`(1'-8') SPAN 02!" 6'-9"(<'-B') '6'-9"(P_9'n 15'_9•'(4'-0") .036E 10-Vl 16'-0" . 036' 16'-5" (5'-I") 16'-5"(5`-1") 151-5'(5'-1") , 036 r9'-II' 5'-I' ( ) I9'- )a-II'(5'-1") .018" .Olf" u'-10" (3'- E•) IV-14" 3'-8") ( II'-4"(4'-A } .01. 8'-6•(a'-8') 1"(S'-I•) 10'-3" (3'-2") .N-5"(4-B") SUPER 01r 'O4• 13'-0'E 6UPER .011E e'-9"(4'-e'0 13'_4"(4'-T') 1401'(C-2') SUPER .03E 1o'-'O`C3'-4') H'_8"(4'1", 0 .016E 'T'-0'• ISr-Or' 8 .016E 14'-b" (4'-8") 14'-iI"(4'-B') 14'-p'(4'- B") a ,016• 1G-9"(4'-8') 10-9" (4'-8") 3.93('4'-1") 3'-9"(4'-8") .oar' 151-11'4'-11 C IT -II" 4`- ( II') 1SLII" 4'-11 ( )Ib'_D"'4'-IV') .031' 16'_Or' 131l") c'-0"(4'-x") SuPGR CIS" 5-]' 9-0' SUPER .018E 3'3"(]'7"5 9'11 (31_ O•) y_71(3r_0") 51'PER .018E 8'-8"(0-9") 6'-O` 04-11) 3'n^(T-2") 8 .021E 6-.V' 10'-0'i B .011" I6L6"(3`-3') 0-9"(3'-4") 107-9"(3'-4") a .0181 T 31 (a'-3") 9'-9" (11_4") 30 R"(3'_4") w/ O'16" 6.C" r1•_O"+r / r-9'(4'LO') 11'-9'(4'-O') I1`-9"(4'-O') W� .014E 10'_5"(Br.3') ^.'-4"(9'_tl') -, 4"(4•_O•,} , c'd - 19'-0" C-CITE .0331E 13'-II"l4'-4") 13'-ll`(4'- 4') 13'-ll"(4'-4") C-LrtF .032E V-2r 4'-4") C 13L2" 404) ( 3-1. (1 1") C-CITE 09 C IS } SUPER 01 11-3 OT.R"13r,O") SUPER C'OL I5' 0 SMOOTH 023E il8'-9'(9 l'' 184E (4 T') SMOOTH .011' 0'_ )• (5-O"; ( 1-8"(3i_U,"s -B (4 l5 _8^(4r_T") SIYOLN of 18'O" .031E 18'-p"�51-101") 10" S'-II" 1 W' S'-II" .031' 9', -3 (5 9•) IG'-3"(9'_4"}. 10 P5F L. .,90 MP4 MND,11'044KN MAX, 10 PSF LIVE LOAD, 90 MPH W NO LOADS 12`-O' HIGH MAX. 10 P5F LIVE LOAD, 90 MPH NINE LOBO, I1-O" HIGH MAX. SUPER SPgl.1- OIB T-O I2-0" SUPER SPAN ,018E 3'- Y-o 8") r3 _'O"(3'-8") II'-l0'(3'-B"} SPAN .OIB' 11'-1" 3'- 1D _ 0 C3 _IC i1' " (3'-B') O1D �'.0- 13-0'• O) OlE" TJ 1>=0' .018'r ISr_I"(4'-B••a l ( B')-8"s 'S'-I. y'_ IS' -I' 9'- ( 8") .018E I6'-9"(5-B') 1919E CS'- B') 10.-1.'(51-1") K'-O" .036u '6•_5"(5'_p') 16'-5(5'-I' 16'. S' '(5'- . 019' 1ELM (5`-I") 4`-4' (5'-1") 19'-4" (5'-I") SUPER " 10=0" SUPER g .o18" m'-1"(3'-1^) ( 1^ 1G-r' 3'- ) l0'3"(31-1" " SUPER 8 018' e'_6"(Y_ 8•) 9. 9" (1'-II") i m-M. .011E 5-0 O'O" .01f' 11'-6"(3'-T) U'-6"(3`-l") IIL6"(3r_50 .021E Io'-10"C3'-3') O'-II"C3'-s') 1-5" 10'-11"(3'_5") '3'-6"(4'-8 3") .036' 13•T"(9•_3'r) 13 _Y•"9'-3") 13-T•(4r_3•,) .026" 11'-6" (4'-3") 15'_6" (4'_3I' .01U' 70 16'd .oil" 15L-e"(O'-II") I5'-I0(4'-II") 15'-I11(4'-11") .031E IS'-IP C4'-11") Is'-II"C4`-II' IS-p"(4'-II"} SUPER a / C-LITE .DIG' - SUPER 8 C LTE ,018E SUPER C LITE ,018E OlY O 5 ' qr 0.. on" q, FL-PCP-10) II") 9. 4.r(yr_11.) gr_4rr(2r_Ip .011E T'- 3rr (ar_3.) B'_yr' (1'-9") 8' 9"(]'-9') .m6' 5-0' 11'-O" .116" 11'-0"[3'-SR. 11'-O"(3'-5') IILO^(3'-5") .016' 10' $" ()'-3'l 10'-10° (3'-6") 10LI0"(3'-S") .D?Y' s.tl' 13'-O" 03Y1 11-11 (4-0") IPA-II(4-b') 12'-IP(44-0") .032' la's IF 4' C-o') la'- II" (6-O") 11L1Y'(490") SUPER.018' SMOOTH lr-P, 10'O" SUPER SHOOTS/ . 019' !OIL?' (3'-3•) 10'-l"(3'_) 10r_T"(3•-3") SURE¢ SHOOT% ,OIB" I0I_lr' 3'-3" 11r_Br'(3'-11 IO- Ln 11-8^(3L�P) ( _3) �1=8"�3'-II") 16'-3" 5'-0' .OD" .oli' 82r_8"(3'-x") 13'_8"C3'-P') 12'_8"f3'-n"� 16'-8" 5'-1" .0$° .031E 0'-O IG-0' 16'-a' 031` 16'-8"(5'-2") 16'-3"CS'-]") .031 i ' s" (5'01") 16'-3" CS'-T) 10 PSF S1JOW,90 MP 8461O,12`-0'MIEM MAX 20 P5F S.1W LOAD a 90 MPH WIND LOSS 3111 O" HIGH MAY, 20 p5F SNOW LOAD, PO MPH WIND LOAOT114"HIGH vox SUPER SPAN 013• -SF' a' SUPER SPAN ore B' 3 /p/p1'- T") '0 -0'(9' I") lo'-a"(E'-1') SUPER SPAN O18' FA" (I'-9') .9�H" (O•-2') Ear(30-I') o3o"d5=o" Iob" OR0" 9'-Y(3'-1") 1032"(3'-4") 10=1"(3"-4") 6.9.(3_1.r) 8'_1" (3r_.,0) 9,-4„CV-9) ^aJ5 -O' 12'-0^ 034" .1'-O. (A'- 11'-O" (j-9") 1'1'-O (3- 9) .01Q' ,oR' 11'_IO'(3'-$") 12'-"(3`-4� IS'-ln t3`_9n) .sor034E l3'-0" 036 1') 13'-4'(0-I• ) 3'_0•' Y'_P l ( ) 13'_O°(4'-I") DEW l4'-Sn (4'_I') 14'-s' SURER 8 SUPER a . OH" 6'-�"(I'-u^) i-T"(v`-4") 9'-4"(2'-11") SURER g .019E 4'-0^[L_4�) Sr_3rrCp_8") l'_6n 'l'-II") ate.300 IOttl .071" 9'-0"(2-60 9'-T" (3'-0") IOr_2"(0_1) ON" 51-6" (11-PO 6r_l• (21_I') 9'-1"(3'-2') 9" O"(3'_'TI') nap S4.-0" II' 0" . o16" a-Y •3'-7") I'-6 (Y-l•) 1E_6"(Y-7) ,W6"r T '- 10"(1-5") 9' 3'r (1'-II") 031 -0' IR'-O' ,031E 11`-l" (4-11") n'-T"(3'-'I") i'-F(v-1") ,L ,031^ u'-3"(3'-6O P- II'-49(3'-II") SUPER w/ 4-LITE SUPER w( C-LITE SUPER W C LTE ,018 J61_0" 014' 0-4"(1._BM As" (2i_00 V-6(11_7..) 9`S"eV- I'") ,011E 3'-9"(1'-2.) 4'-5" 1'-5") 6' ..0S-o. MA --RO 50 8'-11"(T-IC" ") .016" ELT, C'-50 6-1'0. ISO RI- 0(y,_I,.) .033E - 10'101 .p32' 10-8" (35-4') C" B" (3'-4") 10' B"(3L4") .011E l'_60l3_4') 9' l"(11- 8O} 3'-S"(3'-4") 5 PER SLLVTH .018E 05 P 5 PER 4E00 H .016' 9'_G" (3'_0") yL 6•' (3'-O") 9'-6"C3'-O"J SUPER SKr-4 .OIB'r 6,_6" 2-I"\ -1'_ 8"(3b"J l 8 C3 _CI) 0'!3 .031 v5 0 6 .033' "." io-T' (3'-6") '1�"C3'-b`) .013r• q,_1" 4-I" 3L6•) C 9'_L"C31_6"_ 111 _q"(q'_p„�. .?6=0" 13"-tl' .olR" 13'-I V'(4' 4") 3'. n•(4'_4") 1 1341"(4'-4) .032E n'-9'C9'-4") r-4 If-0n(q'- 4.i) POOJEC TION/.v!DTH MAY BE INCREASED 12" EY REDUCING FASCIA SPAN 11" IN -FABLES A y B WHCAE \r/ 15 INDICATED. n n 2 o n o 4" .. o .. o n n » •T .� .. 3 FEED L. APS OF ROOF PANELS SHALL t3E AT 414 INTERIOR BEAM. COPE TOP FLANGES OF UPPER PANEL, LAP 6"MIN,St CAULK. 9 PANEL SPANS SHOWN F05. 10 PSF LLB 90 MPH WIND, 101-0" HIGH M4Y OE USED FOR 10 P5F LL" TO MPH WIµD2 , l'-0" HIGH APPLICATIONS S WHERE SHOWN WITH ONE ASTERISK THE SPAN M4Y ALSO GE INC5EA5ED 11" INTO MPH AREA5. 4 SEE NOTE e9J 6.00' -� J: -'4F 1.36E ULT.'35 KSI3TENS Y.P. a18KS1 C0MP¢. KP, - 15 6.51 SUPER SPAN PANEL e,00 20"ta 1. Z R..15"<54'1 1vr OTrr 3C" Nm $ MATERIAL: 30041436 ALUM. T41CK4E55 SEE TABLES J,K,L SUPER 8 PANEL e G toe J81 „� Ilt4:55 10' TWO EXTRA. SCREWS AT EACH END OF EACH IAP ARE REQUIRED TO JOIN THE MATERIAL, ,055E THICK MODIFIED END OF THE PLASTIC PAVEL TO THE ACRYLIC 100% PLEXIGLAS UP METAL PANELS ON EACH 51 DE. TABLE M - PANEL LAP SCREWS ']ANEL C rY Hi ^ E W .e N RATIO OF LENGTH OF ATTACHMENT TO PROJECTION, MIN. L� MATERIAL TEAL a NE55 i.00 1.50 2.00 2.50 3.00 AVERAGE SPACING OFO SCREWS IN EA<M PANEL LAPS MA%. Si. ALL ALL NO SEE FOOTNOTE ® ALUMINUM .018E YES I6" yg" 26" 47" 521' v .010" n II 1 3a" +2" 53' (/' 't .021E 22" 34" 4-5" 57" 2.9" 0 .023" 1 15" 30" 50' 6i" i5" 11 .026i1 ' SI• 44" 50" i3" BT s .028' ' 3, " 4T" 62" TB" 9V ➢ .032" N 34" 54" 10' 90" 107E 33 ,036" '� 4G" 61' ,3[..10l C-LITE .055E II l0 24" 31" R VNENCLOSED TYPE USE ONE SCREW AT THE FASCIA CUP, ONE AT THE ATTACHMENT STRIP AND, IF PRESENT, TWO AT TEE INTER IOR BE4M. WHERE THE LIVE LOAD 'T SNOW JSE ONE ADDIS ONAI SCREE T NEAR HE ASCIA CLIP AND NE EXTRA NEAR HE ATTACHMENT STRIP. MINIMUM NVMBER OF SCREWS FOR ENCLOSED TYPES IS THE SAME A5 NOTE A ABOVE OR THE NUMOER OBTAWED 5Y DIVIDING THE PROJECTIO BY THE AVERAGE SPACING TABULATED WHICHEVER - IS GREATER. WHERE THE LIVE EOM IS SNOW THE SCREW AT T4E'?A'CIA CUP AND THAT AT THE ATTACHMENT STEIP HALL BE iN ADDITION TO THIS MINIMUM. © THIS TABLE DOES NOT APPLY TO FREESTANDING TYPES 02. TO ATTACHED TYPES USING POSTS AND FOOTWGS FROM FREESTANDING TABLES. WHERE PLASTIC PANELS ARE U650 1 USE ONLY ON P4T10 COVERS CONvORMINO TO UBC AP0ENOIX C41. 49, FOR USE WITS SUPER R PANEL ONLY. C- LITE PANEL I.30" ,10.R. lb"R. 4R. Ma" ( • S96" l THERE 5N4L1 BE 4T LEAST TWO SUPER-4 MCT6L PANELS BETWEEN SHALL NOT EXCEED 25 ,OPINE FLOOR AREA COVERED. AM 1, ULT=365KSh MIN 5P=15.S KSI.OR • 023'Q,531" SUPER. SMOOTH PANEL TABLE N - PANEL SLOPE PANEL 10 P5F P4T10 COVER, 20 PSF LIVE LOAD 20 P5F SNOW LOAD TYPE T41094655 REQUIRE() SLOPE, INCHES PER FOOT, MIN. SUPER 504N ve .010E W. %' Sy" .018E '/a' A' SUPER 9 .OIB' %" IA' Ih• .011" A' %4' .016E 1/4*1/4., 54' .032E %9 A' SUPER w/ C LITE .0'0' /" 1" A' A' 'h. .024" A" s" .032" A" A• 54' SUPER- SMOOTH .ore" W. A" 34' .023" A" A' 'A' .031E /' rA", T" S MAR MUM SLOPE I" PER. FOOT, LC.B.O. EVALUATION SERVICE INC. REPORT 1968P From Anse of ROBERT W. HAUSSLER REGISTERED STRUCTURAL ENGINEER m74tM al•m.n 1 891=pw'LY .v.v..6 mn CANA d"" 1s�cr.'1 v In 4.4,6461 C-THRU INDUSTRIES INC. PANEL SPANS UBC TABLES 130 NORTH GILBERT ST. PHONE FULLERTON, CA 92633 714-992-4321 R 1-61 Ra.,.-w.) ,s4o#n, 04 0404.5E599 31311.0.E TABLE A — POSTS & FOOTINGS — ATTACHED, PROJECTION FASCIA SUPPORTED TYPES 1/4, a" L PANEL SPAN SEE TAeLE 14 ON SHEET ]131 LENGT4 0, ATTECHRENT, FnYin/—_t PosT ------ XelGXT t...wog OTE 1 Poi. ENCLOSURE. 0 A' Ij O LL ROLL roe MED EA SCIq I I 4"N 3^ EXTRUDED PASGA P O S T T Y P E. is CROLL. f SCROLL. is CROLL. SCROLL. Ls".LGLEso SIXGLE tf.LSOLLa' I SCROLL IS"+Is^+; 03]^ SCROLL S N O'a GCE ^ I.S'.I.S"--0st' SINGLE 1,5'+1.5•+.OS4" SCROLL POST LIE I GHT MAXIMUM (5Ee N0TE 1 I^- ENCLOSED) I I L I I 4'-6" I eD" 1-G" I �_B^ I .'-9' POST SPACE ON GEN TER AND FOOTING SIRE, CUBE .Mx LIVE LOAD 10 PSF, WIND VELOCITY 90 MPH RESIDENTIAL PATIO COVER_ ,W"(n") II'-3^, IC'62': 19 B+, . 01 4'-8',V12) -I 201(3) 'IS 8^a"141-8",P) 13'-„aa0r') 3-r,I"pa9 -O" 10'-5',7'(11 10-5",I,(a") 9'-8",16(se', la'-s", IEYn' I '-e•ao.044) 8-0• 9'-l010(1' Q'-0,1T(11) E_6rrit('=) 11-10", w(n) l2_110pk,i)12-a^,2005') 1'-OAW(11`) Ia/A.)19'0-4) 9'-O" 9'-3"10"(11'^ 9'-3", I8 "(Ia"} Y-,'j ll" 117 10'-b+,IP(11", 11'-0",19,0f5 N'-II" 11^(W") 11'-0",19'(I]') 11'-O',IE'(11") (i-O^ 8_9"�B'(n' 8'-9„ 18"(n"1 6'-1ceo n"11") ' 9�-6^a 1V(I 1,'-5",M'I(Iv")II'-3', 21"(16' Ilr_S,•a"b"(la") 11'-5')'b'(`1") I_OI, 8'-d' 18"(nP s'-4 °, 18"('2"5 6'-1",p n") 8`-8: IV'(120 opuir,on"' 1-iol-e. 2M(o' Itl-enolo 13") l0-1e',N'(1 D' O" ,'-ll^,IE"(n') l0.4',1o4,(14'( 10'-3"11+(n') 9' o",W"(13") IOLS",ROOM') a-o",avYw'9 9'-1C,r."Qs' 9'-p','o"(n9 ,aoYM) r_Orr _ — 6'-T'-4",12Yra`) 10'A2Y9) 91-1",1I'IC') 9'-6" 23"(le') 8'-5','W(A") q' 9'-C,2P(15 ) I-CP• — — 6'-4" IQ{2") 8-31,1r6v) 9' 2" 13'C19') 7101,10YISS ,1-4" 1o^(0') 9r-4",1-1"(IV) 9-1",11^06' C-CA 6'-o; lr(11"' e'-5',1CrOs.) 8'-11'24+(Io• 11_Ot — — s1_,,mOr) ,-r,11(15^} s-a",t8'(an) 6'-II';ao^Os) e'-o",2e00) 8-O" — — 5'-a+,le"(1) r-6^e1''C15) a'-s',14•(m) 6r_T1 ay.03: 3,_T0,n1010 SNOW LOAD 20 SF, WIND VELOCITY 90 MPH, UPLIFT IS PSF, RESIDENTIAL PATIO COVER "1.11E'-0" 0-1" 16"(la') 8i' 16"(1'l') 6'-O' 15^(11" 21_416"(11) 10'_6",0'(n`) l0'.CI', 18"(12) 10'-31 IS"(a-) 0'38" 18"Or) ,'-O" ,-2^,I,'C'1' T'-T', It(n') 5'-P l5 n) 7'-2' N"(n") 9'- u",IV"(l2') 9'-11',18-(11) EWSA 18"O1•) 9'-1',1c(12^ B'- O" 6'-3'.1,1(1 ,'- ",11•(1a') 4'-6',1s•(IY) 6'-3yB(12) 04o"'IS(n^) 9'-3" 19°(11" � 1'-, 18•(11•) 9` 91LS")19'(11") 9-0. — —. — 5'-,", PT^(Ir7 ,'-l0^ I9"t,1•) 8'-9',19"(12 6'-w',(8^ m^ C ) 8-4',19,(1v1') 10'-O — — _ 5'-O',I,'(n^1 T'_1",15Yn'� CI -WARTY' 5'-4',M'(n'i 1 ,-B",20'(I4) ,'-,',1o'('4a If-0 — — CC 4'-,', IT'QP'(6'-5" J 8(11"'L'.2o"(13",( T_I,',19•(4•) ll I8^C11) 1SI-0' _ _ 4-2', VI(1]`) 5'-u", I1Xn) T'-3^ 20YItq 5-4",lWCla9 S-2! 13'-O" — , 101, Ia•(O") 51_S,•,In'irn") T'-3",1o'OY 9L911,IT'(11") 1-3"eb'CIT) tCF00TING Si PARENTHESES Rep t5T0 FoOTlN SueRWNOED 0Y A 3V" SLAB THE FULL AFEA OF T4E ROOF. TABLEANY Pon LisTED IN F20J10ED POST SPACING DOES NOT EXCEED BER OF THAT TABULATED FOR THE , .,032+ SCROLL -6" N0H. aoo ratErs PATE w T4 4O 1 D STEEL WASHER ATOP ToP OF STEEL FOOTING SHALL HE ExPoSED AND ADJACENT r ND waL DRAINED. • L STFEL ASTry 414 A5TN 43c PAWT ONE co4T .'EOUST REG SSTANT EG AXD Wc E 15N COAT OF ENAMEL, ATTACHED. TYPE ONLY STEEL. FOOTING Bence TENS EACH We O SCREW S @2a" "/c. MAE FENETEATE EAFTE5 E4 O 3'M1N.a •115c0CW5 p828,55 LAGS A/3v'G01AEL FAsTEN RAIL TEFAEota Roane EAU. ywy 3ETwe5N RAFTERS MTV A 10 SCREW, DETAILS. NOH41AL2.2AT4rcc E+1S3NG EWE EES @ a9" "/c XEAWRE PERIL CW4 ceoln Easme CAW TES PONT TO NFEECT "0CT WE. SE MOLE F L1'ED BY TABLE F W 3131. P" 3. nib E9 OF 8 V A 4 s-__ SEE TABLE A OR C. SHAPE 5 A CUBE. EXISTING SAVE DETAIL OR ANCHOR BOLTS SEE TABLE G, USe $STEEL ATTACHED TYPE ONLY POURED FOOTING FO2 SCROLL COLUMN 6O63T6 4 H ULT.. 3 30551, MIN. Y. P.LC YtlRL AXE USE 1mien. 19 %51 rot SVOLL PST LAE 2 -rusts. '/i'I'4:IA051"TUBE I'4"4 P:M,032"TUBE 6061E6 Alien ULT. pie Ea BRACKET AND ire -71 -eSm" "k F02 2"T3' I v+ osq" I'."•.032' POSTS ,r AMY 505T LISTEIP 14 TABLE 4 OG C UP To 'AC" HIGH, 5MVI0EO THE eULATE0 5P8GNG 15 ReRLACED To THAT SHOWN 60R THE Ivan .052" ROLL MST amt. Ib5T5 S-0, NSC IGH FILE THAT /muse SAME e0ACKET SPACIMG 15 LESS: FoRTME 4 DOLTS ASAT TOP %INOLE 50rue-wee- r 5T ruee- T OP P OCT. 82000E THE MET SPACING To 95% of THE VAWE THUS OBTAINED. 5T4LOAGO CALVANIZED STEEL wA54e5S 1 of 3/5" Ew1C B,LTS EseEsses 11/v" FOR 350ETEN510N EA0H. MIN. SPACING 5", MIN, EDGE DISTANCE 11/4", FOR 51NELE 503T i or 4 ez R5' 4.41E- sour EMBEDDED t•/4" 5OR ANS WITH EDGE DI5T4NCE 3' MIN. ALTERNATE: USE TABLE G. 5Ee NOTE 13 ON SHEET '5131 FOR SPECS ONNCOHCRe-YE IWO NOTE 5 HEEeoN FOR ANCHORS, EeSTING SLAB MAY RE USED IF i H5 THE FULL AREA 05 THE ROOF IN GOOD CONDITION, f/ APPROVED 8Y B WD1/4.0 OFFICIAL ATTAQIED TYPE ONLY EXISTING SLAB • GENERAL NOTES I.LIVE LOADS AND WIND VELOCITIES ARE FIVEN cowmen OE TABLES. CONVERSION or VELOCI '5 LISTED I4 TABLE S- ALL STRUCTLRK not TABLE N ARE RESIDENTIAL PAT10 Covets 4?I4 CHAP. 49 ,44S5 UBC AFENO114 ALL TYPES For- THE LOAD coMBl.ATgWS OF SEC. not(r) SLSMIC Zg4E 4 USINB 21.010E 0.11E-1340LE DESIWED 1,4 A( RSANCE 14TM CMAP. 23 OF 19 2, PA-10 coVEES SHALL BE USED OH5C Bat Rec LMHG "W iePOSES AND NOT AS CARMETS, G< HAe1TMLE P OMS. EIJOES It8 WALLS R< IF 16ED, MAY Be AN♦Y TVFE u5TD 9_0" WEN manta.TK LOAGEt WALL T CI ABDITIONAL MALL IS 4S T. OE THE AREA BELo5 A 1NNMUSI OF 61-5" MEASURED Fos, THE FLooR. 0 4144155 HAY 1H4YGEM CT ENI AE O5 ROCPOIL^ Re EMOVAa HCRENT STIC HT O E THAN 0I1E RrwuNIN6 AREA may Be eNcLOsee uP TO E.ALL SYSTEM HAWING A CURRENT REPORT. 3. EACH 1N5TALLAT1N SHALL BEAR 14 ICBNTIFYI NAME 4 ADDRESS of MEE'R, THE REPO DESIGN LWC Loa., WIND LOAD ANB UPL1£T L 4. FREESTANDWG FOOTING 513E FROM TABL cQUARE SHAPE• HOWEVER FOOTING MAY THE O14METER IS 11 GREATER THAN TH WIDTH, µD THE DEPTH IS INCREASED 4^. 5, H1LT1 03AK-B0LT5 4 SUPER KWIC -BOLTS 4EWRT 2(56. MIN, EC6E DISTANCE 6 ALTERNATE ANCHORS LISTED UNDER, A Fat TIME REQUIRED SHEAR f TENSION may SPECIAL MSPECTION ACCORDING TO SECTION 6, POINT ALL UNGAWANIZED STEEL PATH RUST INN AHD ENAMEL FINISH. PAYING SURFACES OF HETALS SMALL RE PAINTED. TABLE B — POSTS 8. FOOTINGS — FREESTANDING, FASCIA SUPPORTED wcoTH N t Stwat. N SS R GI T 0E E CURRENT 306 I./a" E.P^.wEL zPAN V" t- UMENCLOSED -� /' J ErE-NT R DETAIL rTD -. PER SOSSSTw0N6 .VPES. ROLL FORMED FASCIA I I 4^33" FA3c1A P05T TYPE _ L ,� 1.3s.o(A^ SINGLE T'4 •.'U•da 3 59 +. SINGLE 3". a'..12o' SINGLE S .. WBr 1SI ELF J'OaaCOvoSoa SS y'AAP 3`.3"a.120" srNGLE POST HEIGHT MAXIMUM B' -O' I 0'-0" 1 9'_01 I I E• -o" I Es- Orr I q,_O,. POST SPACE ON CENTER AND FOOTING .1 512E, SQUARE +. OEPTN LIVE LOAD 10 PSF, WIND VELOCITY 90 MPH, UPLIFT 11.25 HOR11. 15 PSF, PAT 0 COVER. '2&=o -a n'.95(SY 5.4 loo ,. - •..1-01) ''-O(-N- 4^hr) T-0"a-r,r'r..r(.T) 10-s,31,4e(m),n" N-s• F)40Y9 -4','2YWAY.3--,},n4(11) 3-'s.H5II 8,-0rr a-9pr.R (v) 9-13'02:44'(ll') 91GS334A0.0 6-n' n^•36Tn' n+v r..wrirb. a ..4qv-) 9'-0' 4'-5^01'e31•(LT)e'-3•, n'"47'p,') 113", I.41YH) 6L5-rY"+33( x5 Yio.Y'.w'(ii)iT-O',5.4'(BS) io'-O" 5'-O',In•v3r(3T) B'-9,a•Elee3r) 8'-9', r3AIrr.l") 6'-e;l098(1 0.14575') P- HY.4') n'-0^ s'Lr n•.36•(.T) 8'-e,nbolttr) 3'-4' n'.4T(B'. 5.-r',1r ns6.j O- e,,r.4F(w) Lo- .4YTr) IS'-O' — — 5'-E,ri.x'Cs1" o- ,A.Erl•; ,- Apr) It-0"— _ — 5'-r^,n".,r'm ro ..H2v') Eo',,0.4Y.:) 141-0' emotEs9747- ' Eyc.w'(,r) I_a',N.u-(.T) I5-0. 4'-1',W135, 4YO')9'- 4(aa) 14'-O" — — — 4'-5",N''a6YITi F-•', slw(1r) ar,1o".acfr) IT-0° — — — 4'_a i'.32n+.-n 4P'0.) 3-34sx) IV-0" — — — 410' ,' a,pt) A'_,•,s.4Yna'-r .e"(1E') SNOW LOAD 20 PSF, WIND VELOCITY 90 MPH, UPLIFT 15 PSF, 1.1012I7. 15 PSF, PATIO COVES '' <-d, 3'-a",u^.36.0) se- 2':n".4d ,9).e-:.',,e,MY31' 3'-E,1 ete-Ve-ei,'r..r(,.) o- 4qn) -e-ef' 5'-4',11•0,3615•) 1-/"Or•lg29),:T',11•.42.00 5'-4' 1r.Y•(u9 a-n",n'.4QP) '- r 4 (P9 5,-O' s'o" ls'o%(le) 1-." n".4o'55,0 TLI;14^,41('a'j s-o',rr as2 9 43',14-41'(3r) a -1,r.-.4Y9r) 1G-0' — — — 4'-5.).e.w(x.) 5.4-, r4-.n0') 6- ..p1) 4r-3• " % *t') T- ',r<.4311J t- ./5/5) 12-0' — 4Q',er'L•(M') . 41(M) T 4Y,a^ 13-0' — — — 5 O".o 4c) T'-3,`,45,7450) r_3,,14.44-(n) Foci- P GG 0E5TN it.P 5* 4YNTNES IIS REFERS To DEPTH of coeTNR SutRousseD BY A 3'/iU ` SLAB TNF INSTRUCTIONS FO USE OF TABLES HORl20NTAL O Ty TPPC55UQE PT THOSE of IN ACCo*Dua(E ME DESIGNED of 191S LOC uTING TYPES AGE VBC. 54T10N0L 00t 1' ROOMS 155 STORAGE ATI'KIRD TTO Cg2R5, D THE OPEN AREA OF . 45C THE LOCAL BWLDMG OFFICIAL AATIT THE W•J WIND VeLOCITY Aµs 5NT OR VE LOAD 4EsuatMENT5. FOR CONVERSION or WIND VELOCITIES TO p2E55URE EEG TABLE Z ON SHEET 5(33. 2, IF THE OCCUPANCY 15 COMME0E1AL OR A CARPORT, SELECT The COMMNEYTS FROM TABLE H W SHEET 3133 BASED oN THE RERu,RE0 LogDINB AND THE 512E M51RED. 3. IF Toe OCCVPANCY 15 A RESIDENTIAL PATIO covet: a SELECT THE TYPE on, TIOCCNC55 OF ROOK PANEL F40M SHEET 3I31 TABLE J,K Ent L 0R 0EPENNG ON THE TYPE OF MFMBSSUPSYA-TINS THE 20GF PANELS (FAscia OR BEAM) AND TEE uW85508 PANEL 5PAµ5 DE51R;D. b CONSULT TABLE M ON SHEET 3131 FOR PANEL LIP SCPEN REQUIREMENTS. Qu*L TO AT LEAST QuEACH WALL, re CNCLOS513 WITH LANSLUCENT O! CF. THE 9'-0' HEIG1NAN HT TH Y NG TAG QIVN4 THE RT NUMBER, THE DES FaAD. DAD. ¢E FOR OARS CYLINDRICAL TABULATED ENALL CONFORM TO DIAMETERS. FEPoRT BE SUBSTITUTED. RNJTREWIRSD, IBITIN6 COATING DISSIMILAR_ IF pewee, OR cm !TER ATTACHMENT LENGTH 15 DESIRED, USE FREESTANDING TABLES FOR THE FOLLOw1NG STEPS, C.IF ATTACHING TO AN EXISTING E4VE, REFER TO THE DETAIL BELOW TABLE A ON THIS SHEET. d, DETERMINE THE POST SPACING Nit TIME FOOTING 513E EY ENTERING one CF THE FOLLOWING TABLES ULMER. THE APP5OPRiATE WADING (GEE 14OC120NT4L DIVIDERS READING WN TO E DESIRED SIZE AND THEN ACR055 TO THE DENTH NO 2RED F45CIA R BEAM 512E, WSOXST 5E ) AND POST HEIGHT. AT TABLE 4 ATTACHED, 0A3C1A SUPPORTED 3r TABLE B FREESTANDING, FASCIA Su1A05TED 5r31, .TABLE C ATTACHED, REAM SUPPORTED 311S ',TABLE 0 FREEETAND'NG , Beam SUPhMTE0 1133 T NOTE: FIRST Co TO TABLE E ON SHEET 3133 TO - DETER441NE T+E "T000TART w1DTM' TO BE USED, e. ANCHOR B0LT SIZES Pot ATTACHED 0055E ARE (YVEN 1N TABLE G SNT3133 4. FOG CONSTRUCTION DETAIL, BRACKETSFASTENERS PARTS AND FOOT346 DETAILS, SEE SHEET 3114 el, THE LOWER PORT(N Oe' THIS SHEET. 5 DETERMINE Tile RODE SLOPE FWM TABLE N oN SHEET 31i1. T„ 8., 9, DELETED 15 APPLICATIONS SHALL INCLUDE 1 PRINTS OF PLOT PLAN SHORING PROPERTY LNES, ID. FASCIA SPLICE: 6o63T6,.080° CYTRUDED 02,040 3003135 R.F, V(LDINGS AND DINEN51044ED CLEARANCES. CIRCLE THE PARTS AND DETAILS THAT FASCIA. SPLICE IS FULLSTRENGTH AND MAY BE LOCATED AT ANY POINT. ARE TO BE USED FOR THE PARTICULAR. J00. CIRCLE THE POST SPACING, PR0- FASTEN TO EACH"FASCIA WITH 6 OF 418TEK5 SCREWS. SPLICE IS JECTHONS, ETC. ON THE TABLE. =P1 ILy4G- LOCATE SCREwS 1^IH.I,3° 15" 214 room eNDGF SPLICE. 16. ALUMINUM MEMBERS INCONTACT WITH UNPAINTED D1551MILAR. 1 LOCATE% WITHIN 24"OF AN TEl31OI)_ PoST, SPLICE MAYBE MATERIALS OTHER THAN GALVANIZED STEEL SHALL HE EITHER 6" LOLG','USE A TOTAL OF 60F=9 Hwy, SCREWS 1'y" FROMENDS. PREPANTED WITH FACTORY HARED ENAMEL OR THE FRYING 1l. ALU14IN11H1 DESIGN PER 1985 UBC. SURFACE SHALL HE GIVEN ONE COAT OF ZINC CHROMATE. It. FASTENERS SHALL BE BALV,,CAD. PLATE-0,0P_ STN.ILESS STEEL. ALL S.M. SCREwS 514LL es Tees. MINIMUM LGB,O: EVALUATION SERVICE INC. REPORT 1968P EDGE DiSTAN-GC 2 X FASTENER DIAMETER, 13. CONCRETE Moo. 1" MAY. AGAR, 5,2 514/30,1.5 SAL./EK, 2000%IW -Ft , GRADE'O" 14.30(5,: FREESTANDING -GROuP 4 TABLE 9B, VEG. ATTACHED - G500P 5 TABLE 1913, UBC. ALL TYPES - I000 PSF VERTICAL BEARING. fawn INGAFF: ROBERT W. HAUSSLER 9E0.1515F50 S.-PI/CLUE .IL EM51NEZ2 ESA kanau, A44410 Ca Am GHEE .. LN11.5 UEFA ll.4, 4"11116E IN1^t IEEE. WEI MAryN, in M [A , /W E" NwMINI ^r4 9n Wn5M& M IvnIl en Sea W"084 WC CAFEMN4. 555.. (4 DOH UFA 019401'HMA P.O. pox 663 IEMPLETON L1931E5 005 239 3260 130 NORTH GILBERT ST. FULLERTON. CA 92633 5— HN�50y Mt411�EI:Tn'e p+^.I,.n1.IH P,ewro nx: 44 ~ .1:5.mH3w(1" C-THRU INDUSTRIES INC. FASCIA SUPPORTED TYPES UBC TABLES PHONE ]i4-992-4321 CMET ww 1-6-85 •GA, 4-10- 3 FT , • TABLE C -BEAMS. POSTS & FOOTINGS -ATTACHED TYPES io r00M„Pi3O06 iCTION PoSTS TABLE 0 - BEAMS, POSTS & FOOTINGS - FREESTANDING TYPES 'c--'"4 TABLE E - TRIBUTARY WIDTH WEL Evr ppyreP EYT6.0 51oN NG orG V][o CINT[RL NEY 05 0vE[Nw4G 0P "� o.weL v u2S / F 1 c%TENz Jx oN SE Tq E POST ARF/X PANEL v-.� 4 '-�G/ e alE M 0vE4NANG Pr.4EL SPnN I GNT494e " C4 N$ aF TABLE G ✓ w¢ I� A1JG A4EL SPA T w D \O� EDGE INTERIOR Gam! 043,1 _ , - --4 `- Alef r OF < pr wAll oR NGa, aGun DR FRONT BEAM SEAM 70a TR auTA[r .roTw OF ti•iwry + ACHM0NT IS v + WIOFoa SI OO :UtEt M eNc / $E PANE f bSr \� e ¢L C[[ TA[Li M M E • TR e WIDTH P G 0�6 ,n �w \/ %TENS ON (FEET PWN TRIG. wIpT4J ,p Ffmun POST v is GNCIpSFo. CO sawNSE SEAM. LENGTH MA 03:e vTE¢o¢ 9FAM. TS°S Ft een Fat rR5 WT¢�Y w E J� NEAT0L1 Wp lL 00. E% !.M .c.ov 0 w 10 'R N�FTI tp[ 3A L0 LS016.0 lci N W[p NNAN T9ELG N scans Ox 2.0 3.0 soo \ �� /� osTs a'-o^ C-T44U O" 4LUMINUM L-BERM 4'-0" 3.0 4.0 4.7 61-0" 7.50 T R.BU _ ' C- TN 4U „ ALUM NUM Z-SEAM POST- TYPE TIZIBU- C'TH4U 'I• ALUMINUM Z-B EAM C-THRU 'I" 9-LUMINUMS BEAM ,'-O" 3.5 4.0 5.0 T'-0" 135 T42V 's'.wi' n"v'.mt' 5•.3•. o.e• PB+oO6o• 4.0 46 e'_0• m.20 WIDTH 5C2oL.� SC2CAL vNGL. Ls".I S'. osr SINGLE Is^.LS.os." SC OLL Is•.Ls••O5" SCROLL y'•v'•,o1, SINGLP 3•xs'.040• SIN6LE ra".°a6• SINGLE 3".1""m5' SINSLE l-s"e".xP EWGLE 3".5•.1i0" SWELS TA42Y WIDTH 294' Dee• r4..ron 0E t/ ]"v)'+Pi105T 3.7y T 3^-]"TeBn 1 3" i•. l]O" 9'-Ou 60 9'-O" 11.15 SINGLE cIN OL.E SINGLE SIGLE SINGLE BINGLE 10'-0" 10'-0" 11.50 SEE TspLF -s I E-O" I II'-O' I ,-E POST HEIGNTi I M4X. (SEE NOTE1gi 31311E ENCLOSED)' 5CC POET HFICNT� MAX. 0" 50 1, 11 TS 11'- 0' 1315 Po SPAC°NG OO ' O I [ o ( I _O' TA•Le o • O 9'-O ,I T 5' 10 a' -0" O"1 B'-0" 12'- 0'I yC 30 65 s &0 90 1 TOO O.C. c 3NO 0OTING SIZG" CUBE" PBO ST Sp AC NG 0,C. AND FOOTING 513.E GGU..YE i 0EPT14' 13-O" 65 0.0 00 9.5 _ LIVE LOAD 10 PSF WMD VELOCITY 90 MPH., RESIDENTIAL PATIO COVER. LIVE LOAD OPSF"WwD VELOUTY 90 NPN 11151 FpK z. IS P5f1 PATIO COVE A. 4-0 10 ,.s BS 9.o IO.o1150 .31607 14 1 " 7 T-% zuPLIFT IILO G 0' 15 IB00 ®gyp 67327 •(6' 1• I- :L8 ( ) 3a 4=( 1) 8' a'(i\ 0 Lw�-2�1',65 R7q0))EtiF P �1'LTa�(v!�55)tt�RyE[ -J L��Ap(l�.yr �74'r p'%fryryT)�� 4 O s' =+".31•('+r 2 q•Or96 C311 B•, 5v48i % 46'(l3)2l-'5, '•n'(l5'$0 4'.15 v.e f'N'3 '6-Ox b,0 2.5" 9.0 0.0 120 6-00" 3 C 7 '2':'(1}. f(Y�1YE4�f1MEM= lIBIO S 0 ".?T(>7? "' 6 4".44'[13' 2 3 l5' .46'(' ) '+ 6 (3T) v v (x•) 4' 4" z e6N./ 0 n 9,0 OS .0 10 iM 4 v"(518 1( 4) 11Y 3;(.. 154 f( 3'(3.n G .e./4F91 3(3•'3 F'(3" 6 O" n 9"=]'r3 )'Y`05�45461'33 I 5.4a'(35 J 1 2 9'1' '( ) (3Y a 5•h"=N) 8'-O" 2�0 6.5 O.O IILS 15 5-0" 11250 ° O' J o - 'J d/ /3 ( 30 ( ' (3•)111 8e . (• (F0�•S B11 i Y A 9v3`) 3• 15 ( ) 0' c 4 -07 1A1S c 1 / 9) '- q.y EE..1E3��11 4'',H4" (t^0 ;,/R9F3rJ.1E, 1.0 11.0 13.0 4.0 19,0 20'-0' SN ® Gf�61ELL "y 9 0• ] E,'rait. f"•N (3. , S 0' 46 33") 4 1 5'545 (35) a 0K 0Y. ' ° "1.1. Y ) u E 4¢(l1' 20 - 10 10 110135- 40 15.0 ® ) 4. S l'315•A B'F'n4a"(3 6 .46"lY d 3 S h(] ) 22-0" 15 3,0 13,$ 45 S.O '( 14(le') : (l) P-3".1]"C 8-"s'13"(va` l v1A(T 4-i c( c'35 Y, "a"(',1 %4!♦5[CN IJ O t`x\( (hl, l3, ()) . 3 k 8"( 6' 9 46'(3) ( L i / ) 23 0" 3.0 13.5 14.0 I50 15.5 O 9/ `- 4- (3 13( II 3( _ �y8�� 'H- lb 1 .� -'1 ljG+ O a"r3\iTl 6'230'044 i3 C ) 1' ,"35 ( 6 M ( Y 4 8 /34•) 2. 0"' 14,0 ISE- 16,0 S, ( } O 4x1JL �g 135{@tliL. T- ( / L34• 9p(+6 - 6 3" Sa{( Y) 4)'( o2 S 4)'3 0 ` ' MI (3 MG J 2a O" I5.0 55.0 16,0 i6,$ 04'-6 3 5 I C 1 q'-] / 01( 13 ( ) 4' 1 C Ulna 6'- / ) 4 '.] 30 S I xs'04 or5) 6'C ) 6 ".K .33, p'e3d 4e (n5 } - 0 ]5 4[ 3 OJ - 3 ( 1" . _5 f/ ) .3 ( 3 i _, '(1 S O' - 5 5 6'•4L(Y t N"(5 6 - 3' 1] ( ) 6 0 'K (3 j. ( 1 � ,3 ) _ i) 6 3tl"(3(1"p) O" - -( 8 ( 5 0 y S .35 / g) _N_OG EiI61E! 0'C313 , O" S [ •4f3 Y) 8 8 4a (3� S 4e'(3Y) '(ii) 4 61 ]S a1a'(Y'' - s -5 d( " \ 5 '. 5 _ i a (E) 3 Y Y3) °' c P 4a034' TABLE F - EX EAVE OMEN(, \ - ( - s/) .:.a t 0, _ C 6'044(52) 6,",s.h'(35 C 5".46(oY) 4 9'1s.a 20 0" - •i.0 l -3( d - c 31 firF'(S 9 6 (as) a ,4') DVS LIVE SNOW =. T ( 1 1 - 3 39 k.l 0 ( ) C EX"�T O P E 10 $F 'L ( „ b'(u i- ') 11 0 = 4' v44 (1 6 Pv48 35 Y 9 6 44' 3S C ) 6 ( ) 5 4B'('$ R4F-E RS PANEL SPAN MA% (FT). ® z 5 / _ e 5 4 / 1' 5110A ' Olt \ 4 -o <¢ r.4+[3) 3 .43 (33 < 44•(3z1 ( S e.1 4. 9 I' 4 , I G Q' - i5 ( 1- C (11 R 15 j'_ .. /3q " /TF 3 / 2 O 12 3 9 (i' "'3 r x4 (SL ( J Y H LX) P own E NG B E 5]T !AveE VF N6TX AGT 15-0' - - 5') LA',14 ( 3 = 3.Y•"....Y^. ( �fi 9 37 "(49 3() 16 4 ( e ('. 1q 0' - 4i 3 ( i S M -it 35 8 (3S a 6 49 (344") 41 . a-,,,,-,AAA3 (3 i _ " T i 646-0" - o 3 lrM (3 ') 4 '10'v4B 6 '( 3 "6 "44"•(3f} ( '- .4B ()C' vY . l ,15' 4 1'a' "a6" r�ED II 18 19 1, 216 ] SNOW 'LOAD ZO PSF) 1/J:L'r VELOCITY a0 MPLI UPLIFT IS PSF, RESIDENTIAL FATIO u°icui0 vR 1 , a o u°iCxGc yl" al" Fr' 3O" 36" ?1' 30" COVE. ,NO _OAP 20 PSF,MINO VELOCITY 90 MPH,UPLIFT 1SPSF POR11.'0 °SF, PATIO COVES 3 ( 3 y9 ( ) vHA ( ,(YI P. a44( T r N 4sp ") TABLE s'0s/ Lo ( s x.( x'(:.'. a 4 wP^ F .: S o 40,+.36Y "a.w'( )s C Y�'1 e a 46 (3r ( \ 4a G FOOTING ANCHOR BOLTS 6 0 •- -fi ( 1 a _<(s' rs,9 (5 �.,- 1is/.`-e -.�--- 4 '? O e ) d S /b (34 (Y" 48 5 ( ) (Fo FOOTINGS " N TABLES A f c) I' (1T '-1 "N( 4\ i' I ;gn T 0 6 +4 v s OOP' NG NC MOB (uoTC S)RFOU 3 ¢ D TGe 2[D Sw/LasED O "' /"` 4125� ' 11 9 9 1 ]'�36(20.> " (` l 0 M'C S' K'C C S 9 C , 3 a !N'v 5 BE E p,C 4G O C. 04 TENS'O c FFe u04 a ( 4 - 0 -: P ]1 4' R S "i S 3' it 9 O 2 p ..36 ( 351 6 8 "af (li\ .3L' E 0 7 Y( `\ '. 4 Y/ } 5 E G 7OVc F - 4") .`9"VV( 6 V 9 ]_ 10 ) 0 5 /x`I 4 A (]e' 3 (1 y Z. 4 (X) o O c. "( 6 .M (3) 9 6 M`(3Y} 5 K (3 ) ( 1 A '( 0' [ ROLTS 4• G 11 O^ 11 O' �l'2) ) ^' 4) 1 (8 3 /.9 'L 4 .9 33('' -0' 6hf( ) 6 0"�6 46: \ 4 ML'3 qgL (3. 9.' - 15 ' [ VOLTS 2' 4'+• 4'v 1�45 1SS - R '2 3 - 1 Y 3 0, P 4' 33 3'1 11` - 41'( 9 6<46/3'} M(i 2'(5 t 41 S a- / 2 e tt e x 33e /8) 6 2 b e 3 (T'"4 0" i O' - 5 r4t"(360 l044)22"j "(9 0 ( ) B .-/ e S 4' % 389, 94, O . s r 1 _ 2' '(1' 34 C31 i IF D• 4 4]" W . 7' (] W 31 6' (a �11 2- /3 3 / ' 4 [ /- / 8 i 5 6 1 ( / (3 I6-0' T' 1 3 C ) 8 49' 3Y) ( P %} ( 3 99 (1f 9 1 tt ( 2- 4 5 PER few r 4 9- 5 , iB2 6561 ® _ -.. I --J'10' d ( y S1 ) "-0 '4.l ' H) 5 o 4410260 l 1(3o, 5" 44'( 1t '36T 23 .16 1l 3- 5/' o-2 'Gw.c 6 [ l38 ® tl 14/ •) '\ ,0'7 .8'i C - 8 id A �'4 13 0" - 2 4]'(D) 8'vy'I'3Y\ 1 .5 4e (ls) P/ / 1-F' 4/' PE¢ewe 6 E16 a1. _ - 4 l: - - _ . a] (E') . 3 �. .1 i-1 9 ? a 4 4y 8. ._ 3 .. 4 5.15 (3a') 18 -0' - _ IV, ,"v49"(J) 4 9'4 i]".49"(31) 1 1. . Yt"(3T) T 451S"51111i " .4a"(160) 20 =19' 30 2 - h' r 5 4 Gvr8R ewe 6 O13 1133 3:, %wm 6" n00 „50 Hi, szE 1N PAe=_1.-Nsses 2EFER5 TO Foo-,ve susz4O,JNDeD eY A 3 /'a �LA9?HE F'JLL ARE[ OF THE 20c F, t c TNG DEPTH IN PARENTN"ESES ¢ o OEP?M of FOOTING SUR[oUNLEb iY E¢OOF_' L°R 0 6<1 -'[ �O0T1NG5 FMOED pp; �N FO°T14G !'FC CE Ta1L ON SxT 3139. A 3 SLAB THE FULL AREA OF THE - - BOLT - 411 18 '- r 1Y1"%'OCLT - 4,0 TABLE H - CARPORTS 8. COMMERCIAL TYPES - FREESTANDING TABLE I - WIND LOADS• 3.a.. - `24 `00'001 - 576 668 �'oTN 0000 -375 F 11" 5" -'/t• 4'/" suPER ewly 4 - gq9. �21 "n z>.c NG - .R"n"e [ ,VINO /5 LOCIT Y, MPH ,O 90 90 INS -A 1 SUPE¢Lwc 0 1160 [ew /" SUFE - " S _`A 4 MSi EYP06U4E es ec 6- 1- 4 1n O0. lill 97S z. oFz HE.6.1T �S T E' I- 6 H 1n soli G52v2843 LNE S _ I ".30 I - 5 re[ Li•Ic 12G3 E .-I ., .A .1 1- E/a' �.. e1+e - 1570.1iD _'_32' ' HIND PANEL 33' 34 1- 2" Pee - 30,6,1159 CNC./ FOSS POSTY� T PvN L PANEL i1NG 3'3ti'3 I- 47>[9 cu9 - 2353, 391511250 LOAo vEL«Tr E Wx2EuE 10175, _5,25-- G i eeu s e s P=2 sUpr2 "EUT PATIO COVER NICH3 UPLIFT I') 13 IS 10 PSF MAY. n mnx 1 .1u "'" S `<X SrocT; s NS o4E1.4,WC max: .A6 fj pp 1 SIAa „ n n - 9�r 111 5 y „5, R oLL post - eP w,TNOur TE41 nG s i 6qU C 4 SLnB '�h 1M1 N} 1 'h. ESc L - 0E s+ �) i ,02i ZONTAL O $ ' IO -v F ,LIE IJ P b. 1O to C °¢ 05 H 15 0` '1J - T 3 S ^N✓1-RC,AL"''�'$T5 I 1 ro c0R90 B s n a e - L - 4 E FORT N654 JOLCT Iq,3 :70 141 20 Bo 6 '2 1 001 - a )) v HOR]CUTA II 15.5 y]. -1 LC.B.O. EVALUATION SERVICE INC_ REPORT 1968P T Q SO ISO 0 9 9 O 1. O' zp -� 6 L 2 P i S Ca5L NW. ^ HRU INDUSTRIES INC. 2c, 8o 1f " 2' '. BEAH54 Ael JJT WAEO 194 90 5 35 1.6 i 1 ROBERT h H�Dss_ea L. G 9D T N- X PANEL N6/T. 55 P. F 31 4E0 rREGISTERED R' ANI SIB "PORTED TYPES ea 8 - = Coon 31 T R<sa UPLIFT 3 357 4 ,3 , AFAH°FA UEC TABLES „ oer-.Ec PANEL eu4NE<TIONS,UPLIFT 31,8 4,l,6s I5e.6 ail R ^'"•'- ="a^,'^' E PO B]3 fi69�iE4PLEi0N [4 93iE5 9J5 339 3360 130 NORTH GLPERT >T. PHONE FULLERTON, CA 92633 714-99Z-4321 nuv A`A AA` ml. gen�•A-, a lA a.gpm,w "u•••n' CMS n""• On COInp•ny •n.•4.n,MI I . e •x n e. m l w .- -G- 5 Na �P 313 3 3 E 4 n-9, D,LIF SE696 DD *filets sc-so and lock tub of each aas ne% lop, ewceet sea Ik10 Teo screw -e er type, sport pel, Lock .ob E.,dP Cased pone t%Teks crew et ono, penes a8 Tales seraes w,#h\n \Not° oB a \. Ave". 110 pen \. on 9osda and \\n0oas '4"boles w/woe\ner e+tascie < . tar wall post s �tVA" wow *bt. f ,- va" acest. c r. se.".ecr,rsber \ cat be owitted. q tnae ee TeWS 5 3:nes at 'n I ,'�41.6[ Becket, see de ell e.. 56ee13111 - Zvi droll er Oh" Singe pot FASCIAE CONNECTION T" S BEAM SPL\CE DE \ IV\ _ P, Post Plots and \ogle\ as Socyat and boas to pas‘ are some as of top a0 Post. For ancoor boas sea Tob\a G,u +dg \ Sea Tack. AeC,L, w.el,ar. ee1nrt'n� Po wath4t s, -ab\a A o. C/ 36ape 5\t4GCE POST FOOT\NG FOR KTTAC\\ED TYPE Addh,one\ -Cook \ nd3z era shown es. 3\92. 3 Wham 9 0. !not. n,u o\ ,pans a h\o a os d, is m spK t oy b . used k y po5n# \ 'ass ,,,14Cior spans. Wawa aced \\ \ ayu.' a\an o \'o s$ sca A. OTa.w °coke. w,4.es C-on C n'aoaca pas\ . Max \ Sp\lea pas span, \kw.no\a spouse o\\wa+anosp\\cat A' Dt-T' S SPL\ CE DET P.\L .IC post u a401,. vcs dear Mg,\noc.yw#t posnk on Pos\ tr,aa.a por#•on and :'above. Peck 33S .6a" .25- 01 201 .rfl I T ,\`I4'..035 Top owks l.00' on#,3001N26 .00" -T3 2 Matn.la\-..040, 3003\\15 a\um. 'Jlt.' 22h4., M\n Y.P.: \9 as\ R-E FASCIA 5pou w4 a. b e 0 } Paved o 2va =p~r#o s 3- ends. Hulas Co le ho11 L--2- ?Al L. ;0" -J Maker:o,oel"11604 s\ca\ V P Was", ASTM 4510 s,o nada S. Co. 4o\v. or polo#. 3"HEAVY OUT( BR P,CKET 060' Lock tab \' an,a, .051- .315 606316,..idkn ho\n sanc\vd Coe S M. sera• .. r 4 .062- .062' O. 3.00" Fos v *Oct .0 wed, • note la w. 3131, Motb 606316 0 abr UM-3030 hi,, M P.\n.V.*251,.\ EXTRUDED Ft\SC\A *Silks Screws @ 6" or Car 6' panel. 6" o.c. Po. C penal. Pares 48 T ks s w156 /,' deem. plebs sKd w<d•cr end neoprene inert, 13 per Pones et oast, bee«, rgn.,actlo _, s6 Tales straw •. one,odn-Peale. @mn \\a Pant p. 1s" len9` e spl'cc took ad- 1, 4" L-bae.n or scroll d.mma or lad" at st. nit Ve"poet T bbnom 1ef4"bolts w/wacLer etfa.c,5 S" o.c�er - scroll pen} a ore -For .yle. east, Kra"L use. 4oC Ms"b.M-W° Forfdne •suw. -Crow wises °.d one 3'A.'.3+: •.a1 2 aC sl w T6 pl ten 6`"oo\�s bo u.aBbars. oec as e\\A._ \u3n pit \a 5-ab' 2 °C ale; �- b \its 4" Wt. Pont\ / sae 1<16 ✓ art e"2 lees. Orwa6 Tetrascrew a# sac\+ Pans 3 05 d. Voss.,nv EL4 wood screws (odd wash.- if enclosed) @\6"o.s.io sena'r,.oK8 wood rn eer Vial.lVial.1 re. GP -erect or corCre+. awk Yp' Rowse* Tr 5.,6* m6wd=<e 2e4' fs 1-1o. tooled, a d 125 Vowed ono c nDowe•es to RCYnd•+\1. se �e6-rscr3a.\ aM a M ,4Lew � .w ennead evert S Po: Odd wtin a n „1•ee T.- Prof For or a°S taruse 4 : k.f 40 boltf o wesbers. \N A\.L co .4u:noN •..d m< 1 of VS' bolts*. ws6erd ea not act bolas N flwn3¢ ends Far conned -ins -CI. ,.,\y a y aerat\,a! 3",3'..040-o4T.:, 3x3 e.04,35 at 0("0` site \ eos\_ 1' I -boon. Sae d \an Atg'.5.5"e fi' 0. STM A36 cte\. 3"9,...161" pock ar 9•'.q.s.10.0" post. %F.kW\ NNO 90S'C CONt`\ECT\OHS 19 posit is okans, os. c\eoc m5khocry\a#a pain! o n,badded p0rd\ano,:d r abode Paled tnGde e9 Vows o. Ode \ post Crone bo##on\ ko \2- Vows rode, 14 boas Placed ea. +e man otter a cabe. (L___. De,N. saCCT, VA \6 C Sow Tab\sBo:0. shown\n se. T.be0%.o - Syoare. axcnek see. no\a 4� , To*‘" B wD. G 'Sadao c.ccp\ snooks 4 or somt 35a1- / 7OOT\t4G FOR FREEST P,NO\NG. TYPE CSa 'v.5. %4ot A\so moy be°sad as ono\\erno\n Per a1bacbs4 type,Tob4a AorC) z aC ES 9 ba\ks pWgql ed 40° to dace. ot\,er M akarla\ ` .0 40"o\u•r. 3003N\5 \t Af1.35, Mln V.P.. 514,1, o ,0AB'o..06O" Vac \ ASTM NAACP Groda C , 40 he, V,P, ss Ks', Tans, .+n . LOCKSEAM 3'SQ.POST 9.o' M0teraes 60631-6 Vann. Otte 3o ks 25ks1 t 2" POST F .¢,5 ,I I 0TT 8. 5¢a note, 6. R- 11t5r:a\: ASTM A444 er B Simd,YP. a 31ka1, Tees.= 52.ks\ Ma#erial: 6063T6 e5so, LSO" b POST of 3.00i POST set, 30 Fs,, Mn Y.P a 25k4 AII ALUM ,z-gEaV \ ma+er...0 "Yea\ &STN -A`s10 Y.P. 40 kit', enin., 5s Qs; Tens for ,t10"post or ASTM - A36 for .19E"Bost Y.P, a36, Tense58 See note 4. 3' x3' 3 \20" B YES SQ. SCL. POSTS T 0 l•2' %es, ape as eo aa. 069" 5' Motari\' 609116 calm. Ue\.'30 hs\,Stete 25ks. SUFER A17 ACHMEN\ SZR\Deo- 3l3' D -flt Ma\ar1a\ 606316 don. U1t 30 k5•, MmR9,33lea: AWNING RA\\_ 50 4 04 'Jae \eo\ks e u,os\\trs. LW ET TYPE V4" x 34i' PLer e' LONG FOIL 6- .r. oesche cox A L-OWQ c ' 3" [XTeu°ee P.YM 1 f3"bold" eldal brooked pasta. re3 ..1t2"Past 1,"..3'41•.bn 4 of vs" b•1+• 4 .woe 4n as boa, asp test" 1-hods 0 of r\ ba11 44 w.sweec ear 4' -bee,.. 4" I-6.4 . see detail WELDED PLATE SEE 4" x-been, or S "<e. -b.+, e de +'J 1 df W1.11, 4 ...ewers fi , 9 2 'a"445"R II�J 1 s•o- 4*5,54. STM Ay, CONNECTION DETAILS use ,¢'T wove oc POST s orre AT 1cw volt R.r, ce3CM, 3. or v," aoLTS w,r. wsswee nr TSP, ▪ 6, 13 or- 3" SP v A39" W0T. FASCIA CONN TO STEEL POSTS ,,,des 9or 4 e9 It' boas. Woes. Dow 2 .D se' vi boas. 13w#ar:el,304M A"34"11. See Mott 6. W E\DED eRn KT, FOR %'.3 , Arta' POST 1490' Pon\ oderFlang sea Tob\a K. Boone spacL gas Table J..K CA\so boW wan) KS NM TTO ea.0SIDE T`AM eCH -1 B.aep.T See Sin Car .r Vs -seen (v FW4ocry F @itek c 'sec POST 0L 4" I -BEAM CONN TO l", COLUMN sego son Table M. CV Son.and ar•angs M000s\ la co. sp%B oca- Lars+1n of Table B a. D Txpes sled be ect al to or rat *ban 44,t said,.Be elk set1a6\e J.x ▪ Car %spa *.ertS-1.� Pos\ space, a,a, See "Cob\n B«O. FREEST AND\NG STRUCTURES Pan.\ spoon sat Tab\a Jos K. Estictonsna Matra to\ bd.\T6 n\am T b\a E or Ra'µet:a.,. �j UN.=eB`As�M \-7. 35ke Ovarb.an9 30 sh"Long San ab17 T-_-- PWMCSPC\CE ___ 41-bev., 1 1"i-beam c an Sewed 3 see Tab\,N- Fasda ��-� "et �ndv Fnecio Max. posit roOA\s# sat Tab\a %orb. Ms\t, a\: (.06IT6 o\um. \ye.. "lb k\ s n.V.' 35\.i\ 1" I WE AM Frain IMODaat Lany\k\ oQ raaochmant - nod ) Tebbe M. ,Tob\a J orK 4.r4Vpe Posk \a\.# as Tab44aC. neohAusois see . co Poi veto% ,c.c.s _/ a,ai roAosed. aaaTob\trA.rC, ATTAC.AED STRUCTURES I.C.B.O. EVALUATION SERVICE INC. REPORT 1968P ROBERT W. HAUSSLER REGISTERED STRUCTURAL ENGINEER ,-w, II.r ea., RSe,. inks, wow Cato( 4Y14 e -,, 11.W wove Rink Yam. Las Wis. -_ sec Weis Maim We, Ikea- lose- lone •W. KWe _4asE.. °w.1.A Wool WOW. I.O. BOX 669. TEIP.ETp1 CA 93L65 605 339 3360 Mcowry N. w" We._ s. es... 3 flea mnseek C-THRU INDUSTRIES INC ATTACHED 81 FREESTANDING UBC PARTS DETAILS 130 NORTH GILBERT ST. FULLERTON, CALIF 92633 ens t W lla44.44.44_ CALIF, SEC% PHONE (1141992-4321 757, 4`T3 shop¢ is a cnba, T