Loading...
HomeMy WebLinkAboutB15-2753o / I. �' CIA. 9-916 op I J PT r" C7ORSIP`L us gND 2013 i BY 2013 CBC SECT'?" 807 PROVIDE S[u70KE DETE ... .. AS REnU1REU bE�CTORSIAlA0 3 CRC sE � 8 �80NOXlDs C fnoN 420.6 AN PROS 2013 CBC AS RL<1UlRED BY 1 CRC cnoN R315 ' PERMIT # /1 I BUTTE COUNTY DEVELOPMENT SERVICES I ! REVIEWED FOR � CODE /C MPLIANCE DATE 1. bI BY ' :sep4.i Cn'rsriJ y ,50/ 19� ` f� � �(� /��-{-i0 ' �oo�.,� �rtJrl• 11 Pay l lC K� B oQ.i�er ell FA�sj0 -G 73 /76 _ Vii- - � � " 6 f � ._.___-_ � � � i--�--•-�� . y 5- . :�_ �3 �J. ✓� PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODS COMPLIANCE - VA: v DATE BY. a C D E F. G -- H J PATIO COVER ENCLOSURE SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 2 GENERAL NOTES: GOVERNING CODES: - 1. THE DESIGN COMPLIES WITH THE 2013 CALIFORNIA BUILDING CODE, 2013 CALIFORNIA RESIDENTIAL CODE, 2012 INTERNATIONAL BUILDING CODE, 2012 INTERNATIONAL RESIDENTIAL CODE, AND THEIR APPENDICES AND STANDARDS. j DRAWING NOTES: r 2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, MULLION SIZE AND CONFIGURATION, ETC.) SHALL BE ) AIT CIRCLED AND CLEARLY IDENTIFIED. 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER: PERMIT #I BUTTE C.00JNTY DEVELOP�AENT SEP,VICES 4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. ' ; FOR REVIEWED THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL 1 CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. ®DE IFOR 5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZEDr�BY-� REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE . / SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND (% - DATE ! SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER. ' 6. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL 7. AN ENCLOSED PATIO COVER MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 1/2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH OF ZERO TO A MAXIMUM MULLION LOAD OF 750 POUNDS. DESIGN CONSIDERATIONS: 8, MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT. ( 9. ENCLOSURE SYSTEM IS DESIGNATED "RIDGED BUILDING' AS DEFINED IN ASCE/SEI 7, SECTION 26.2. ! 10. ENCLOSURE SYSTEM SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCE 7, SECTION 26.2 AND 26.8.1. STRUCTURAL 11. THE ENCLOSURE SYSTEM NOTED HEREIN IS DESIGNED AS AN "ENCLOSED STRUCTURE' IN ACCORDANCE WITH ASCE 7, SECTION 6.5.13. 12. THE ENCLOSURE SYSTEM SHALL CONTAIN OPENINGS AND THEIR COVERINGS AS DEFINED IN APPENDIX I, SECTION 1102.1 OF THE CBCABC, AND ENGINEERING FIRM. APPENDIX H, SECTION H 102.1 OF THE CRC/IRC. MATERIAL SPECIFICATIONS: �� 13- ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM �����=1�°J�� �'/� ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. j 14. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. STRUCTURAL ENGINEERING b 15. DESIGN VERTICAL SOIL BEARING PRESSURE IS 1,500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS 109 EAST ESCALONES PHONE: (949) 388-9333 " PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 100 PSF/FT x 2 PER SECTION 1804.3.1 OF THE CBC/IBC). SAN CLEMENTE, CA 92672 FAX: (949) 388-3773 16. EMBEDDED STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED, CONFORMING TO ASTM A500, GRADE B. 17. FASTERNERS: ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR -3006. ALUMINUM STRUCTURAL ENGINEER BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG OF RECORD: DUSTIN K. ROSEPINK. SE 5885 SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. 18. THE POST -INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE SIMPSON STRONG TIE STAINLESS STEEL ANCHORS, POINT OF CONTACT: BRADLEY STEVENS SEE PLANS. . 19. INSULATED ROOF PANELS WITH FOAM CORES SHALL COMPLY WITH ICC -ES, UL OR IAPMO-ES LISTING REQUIREMENTS AND/OR BE CALIFORNIA -FACTORY BUILT HOUSING APPROVED. ` ( 20. KICK PLATE AREAS MAY BE SAFETY GLAZED IN ACCORDANCE WITH SECTION 2406 OF THE CBC/IBC.. SITE DESIGN PARAMETERS: DESIGN LOADS- 21. RESIDENTIAL APPLICATIONS - CBC/IBC CHAPTER 16, APPENDIX CHAPTER I, CRC/IRC APPENDIX CHHAPTER H. 1 ROOF LIVE.LOADS: 10 psf, 20 psf, 25 psf (SNOW LOAD AT GROUND) AND 30 psf (SNOW LOAD AT GROUND). SNOW DRIFT AND SLIDING, IN ACCORDANCE WITH ASCE 7, SECTIONS 7.7 AND 7.5, HAVE BEEN CONSIDERED IN THE DESIGN OF THE ENCLOSURE SYSTEM. WIND LOADS: 110, 120 AND 130 MILES PER HOUR, EXPOSURES B AND C. WINDOW AND DOOR MULLIONS DESIGNED FOR WIND PRESSURE ZONE 4 AS ILLUSTRATED IN ASCE 7, FIGURE 30.4-1. SEISMIC LOADS: SITE CLASSIFIACTION D. SEISMIC DESIGN CATEGORY D, R = 1.25. 22. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH CBC/IBC SECTIONS 1605.3. 24. OCCUPANCY CATEGORY II , RISK CATEGORY: 11. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED. TECTORSIALARMS E SMOKE DE 3 PROVID . AS REQUIRED BY' •2013 CBC SECTION sui AND. Z0. CRC. SECTION R314, PROVIDE CARBON MONOXIDE' DETECTORSIALARMS ' izEauutED er 2013 CBC • SECnoH 420.6 AND 2013 - CRC SEC M' fq S s' . . BUTTE COUNTY (q co ti M L co CO U)CV CO < LI Z< O Ucn . �I Q Lu X I -Z Lj- Q cf) ui Uj .� U-1 cG M W W M co MR o U rn CID Z Co (Q M rn ' �O y ESS I21- q�4� coo Z S 5885 1 t OF CAL�FCR 03-13-15 DURALUM ROOM ADDITION AW APPROVAL _ REVISIONS uua MTE oLswrrrov 4 STEL JOB R 151072-1 DATE 113/1015 DRAWN BY MAP CHECKED DKR TITLE SHEET, DESIGN LOADS, GENERALNOTES T -O. 0 OF 28 SHEETS 0 { NOV 0 5 zo t DEVELOPMENT / - SERVICES 1 2 0 3 2 -INCH ENCLOSURE SYSTEM SHEETS 1 THROUGH 12 #14 x 3 S.D.S. #lo S.D.S. a e' D.C. V/ 1' O.D. PLATE WASHER 8 NEOPRENE INSERT EXISTING APPROVED - #14 S.D.S. V/ yz' EXTRUDED OR ENCLOSABLE SPACED 12' O.C. . WASHER @ 8' O.C. r R.F. FASCIA PATIO COVER STRUCTURE / STRUCTURE APPROVED TOP 8 BOTTOM TRACK APPROVED. PATIO COVER ROOF PATIO COVER ROOF, SHALL BEAR FIRMLY ON MAY BE SUPPLIED MULLION PRIOR TO , BY OTHERS INSTALLATION .. OF FASTERNERS APPROVED TOP CHANNEL - INSULATED •::" ^ #14 S.D.S. AT TOP, ROOF PANEL BOTT., MID -HEIGHT, - WEA. SIDE TYP. 4- 4114 S.D.S. EA. SIDE � TOP TRACK --J OF WALL MULLION SECTION (B) .. (8 PER MULLION, 16' O.C., TOP CHANNEL INSULATED ROOF PANELCHANNEL AT FRONT WALL TO SPICE MAXIMUM, STAGGERED) AT EACH SIDE WALL BEARING WALL SYSTEM F_ u4rl DIRECTLY' OVER - ; �.y-•�i MULLION HEADER FILL " A 24' MAX. 24'-0' MAX. - PANEL NOTE, SEE SHEET FOR MIN fi¢ RATIO AND a OVERHANG — PROJECTION— ROOF ROJECTION ROOF HANGER FASTENERS TO (E) € i I E STRUCTURE ' ---- ----- HAY WINDOW 6' MIN.— O.H. 3u DEQz Z ? W 30 USE MULLION \ STANDARD PANEL M L AT ENCLOSURE WIDTH. 24', 36', 42'. OR WIDTH.' 24', 36', 42' OR CHANNEL AT WALL, CORNERS 48' a qg• CORNER MULLION AND BOTTOM TRACK SEE TABLE 'A', SHEETS SEE -'TABLE, A SHEETS. --:TROOF"PANEL `HANGER SPLICE 8' MIN. 5'12• FROM VERTICAL FRONT BEARING WALL ELEVATION EXISTING RESIDENCE_ . - .SIDE WALL . ELEVATION.— CHANNEL. / 6,\—KICKPLATE FILLER 4— #14 S.D.S. EA. SIDE PANEL T I NOTE 5¢ RATIO SHALL COMPLY WITH p=== OF WALL PANEL I FASTENER AND RATIO LIMITS SHOWN ON OPTIONAL 1 3 PER PANEL, 16' D.C., (2) 36' 0' STRONG HOLT 2 SS I SHEET 25. ' (1rADOOR MAXIMUM, STAGGERED) 6' MAX. FROM EA. SIDE az NOTE. 6'-0' MAX. WIDTH TEMPERED GLASS SIDE SLIDING DIIQRSTION OF MULLION (2 PER PANEL) MAY BE INSTALLED IN END WALLS WHERE SOLID PANELS ARE cW a PERMITTED. FOR 6'-0' MAX. SLIDER IN BEARING WALL SEE TABLE 'B', SHEE �12. —2.N i I 36' X 80' DOOR • EMB HENT 1 I 1 24' O.H. EXIST. CONC. SLAB IN GOOD I --------------------------- -------J CONDITION (3 )i' THK. IN. I •L' OR 1 Y2 TIMES THE ANCHOR MAX. LENGTH PER THE REQUIREMENTS - � EMBED. DEPTH, WHICHEVER OVERHANG VARIES OF THE APPROVED PATIO COVER DRAWING ,. SECTION (A) IS MORE RESTRICTIVE) TO 24' MAX. ROOF PLAN BEARING WALL SYSTEM J U LION OPTIONS i � Li D s i I' L q g• 1 C 3 y W Li N 1 n � SEE SHEET 4 FOR PERMIT #g_�TY DEVE LOPMENT SERVICES E_�EV"E_WPDFOR CODE CO �4 _ DATE i i . -5 ti f` �1 CCD M t C U) " CC M Lu Q rn O U rn U4, Q w I- '', U Z LL W W — :2 M W WM J CF) U 0? Z co Q M ® C/) Q�gFESS Iq},,Q� S 5885 t OF CA 03-13-15' DURALUM ROOM ADDITION AHJ APPROVAL REVISIONS 44U GATE orvwrilOV • 4 STEL JOB 2 157072-1 DATE 31132015 DRAWN BY MAP CHECKED DKR 2 INCH ENCLOSURE SYSTEM 1 1 OF 28 SHEETS 9 ,;Jai„ uow � ti ;t co o0 J W c) z ¢ a3 O U Jw Q F- `� LWT W W � M � J M o U a'. Z co i Q c) d- �O �f ESS IC�� S-58 TZ OF CALIF 03-13-15 DURALUM ROOM ADDITION AHI APPROVAL REVISIONS YAlat wTE OEYAMgv 4 STEL JOB A 15.1072.1 DATE 31138015 DRAWN BY MAP CHECKED , DKR 2 1NCH ENCLOSURE SYSTEM 12 12 OF 28 SHEETS i TABLE A: L.L. = 30 PSF BEARING WALL SYSTEM EXP. B & C 1 W/. WINDOW.CHANNELS , } O5 MALE - EQUAL - MALE "H" CHANNELS © EQUAL "H" - SR POST - EQUAL "H" o_ H -CHANNEL SPACING H -CHANNEL SPACING H -CHANNEL SPACING H -CHANNEL SPACING I H -CHANNEL SPACING H -CHANNEL SPACING 110 MPH 120 MPH 130 MPH 110 MPH 120 MPH 130 MPH F- 24" 36- 42" 48' 24• 36" 42" 48• 24' 36• 42• 48-K17-0" 36" 42" 48" 24" 36' 42" 48• 24' 36• 42" 48" 4, 12'-0" 12•-0• 12•-0• 11'-7" 12•-0` 12'-0• 11'-6' 10•-8• 12'-0• 11'a• 10'-7• 9•-9- 12•-0• 12'-0- 12•-0' 12'-0• 12•-0' 12•-0• 1r-0• 72'-0' 12'-0" 12'-0' 12'-0- 12'-0' 12'-0• 11'-0' 10'-0• 12'-0' 17'-4' 10'-7 9'-9' 12'-0" 10'-b" 9'-B' 8'-11' 12' 0" 12'-0' 12'-0" 12'-0' 12'-0' 12'-0" 17-0• 12'-0' 12'-0' 12'-0" 12•-0- 5. 12'-0- 12'-0• 17-0• 11'-8" 12'-0• 12'-0" 11'-0• 10•-8• 12'-0' 11'-7• 10•-0" 9'-11• 12'-0' 12'-0" 12'-0' 12'-0' 12•-0• 12'-0' 12'-0' 12'-0- 12'-0- 12'-0• 12'-0'17-0' 12'-0' 11'-3' 10'-7• 12'-0' 11'3" 10'-6' 9'-0' 12'-0' 10'-0' 9'-8' B'-10" 12'-0" 12-0' 12'-0" 12-1 17-0' 12'-0' 17-0' 12'-0• 12'-1 12•-0• 12•-0' 6,,2'-0• 12'-0-- 12-0' 11'-6' 12'-0' 12'-0" 11'-0' 10'T 12'-0• 11'-0• t0'-7• 9'-9' ,2'-0' 12'-0- 12'-0' 12'-0' 12'-0' ,2'-0' 1r-0' ,2'-0" 12'-0• 12'-0- 12'-012'-0' 12'-0' 11'-3•10'-6 1Z -O 11'-2' 10'-4" 9'-7' 12'-0' 10'-0•9'-6' 8'9" 12'-0' 17-0' 12' W 12'-0' 12' W 12'-0• 17-0• 12'-0' 12'-0' 12'-0' 12'-0' 7, 12'-0" 12'-0• 12'-0' 11'-0• 12'-0• 12'-0' 11'-4- 10•-6• 12'-0• 11'-3• 10'-6' 9'-8• 12'-0- 12•-0• 12'-0- 12'-0- 12'-0' 17-0' 12'-0• 12•-0' 12'-0• 12'-0• _- 12'-0• 12'-0• 72'-0' 12'-0' tt'-2' 10'-3' 17-0' 11'-3" 10'-3' 9'-5' 12'-0" 10'-4• W-5' 8'-8' 17-0' 12•-0' 12'-0" 12'-0" 12'-0• 12'-0' 12•-0' ,7-0' 12'-0• 12'-0• 12'-0' 12'-0' 8, 12'-0• 12'-0' 12'-0' 11'-3• 12'-0' 12'-0• 11'-2" 10'-4 12'-0' 11'-0` 10•-4' 9'-7' 17-0' 12'-0` 12'-0' 1r-0• 12'-0' 12'-0' 12'-0• 12'-0- 12'-0• 12'-0• 12'-0• 12'-0• 12'-0' 12'-0' - 11'-1' 10'-2' 12•-0 11'-2" 10'-2' 9' 4' 12'-0" 10'-3' 9'�' 6'-T 12'-0' 121 12'-0' 12'-0' 12'-0' 12'-0' 12'-0" 12'-0' 12'-0' 12'-0' 12'-0" 12'-0 9, 12'-0' 12'-0' 12'-0• 11'-1• 12'-0• 12'-0• 11'-1` 10'-2' 12'-0" 11'-3' 10'-3" 9'-6• 12'-0• 12'-0• 17-0• 12'-0" 12'-0" 12'-0• 12'-0• 12'-0• 12•-0• 12'-0• 12'-0` 12'-0- 12'-0 12'-(r 11'-0' 10'-1' 12'-0" 11'-1 10'-1' 9'-3' 12'-0' 10'-2' 9'-3' 8'-0' 12'-0' 12'-0' 12'-0' 12'-0" 12'-0' 12'-0' 12'-0• 12'-0' 12'-0' 12'-0' 12'-0' 12'-0' 10' 12•-0• 12'-0' 1121:':1197-11'-0• 12'-0- 12'-0" 11'-0' 10'-1` 12'-0" 1,•-2• t0•-2" 9'-0• 12'-0' 12'-0" 12'-0" 1r-0" 12'-0• 12•-0' 12'-0- 12'-0- 12•-0" 12'-0- 12'-0- 12'-0- 12'-0' 12'-0' 10'-70 9'-11' 12'-0' 11'-0" 9•-10" 9'-2' 12'-0" 10'-1• 9•-2• 8'-5- 12'-0' 12'-0' 12'-0• 12'-0` 12'-0• 1z•-0• 17-0- 17-0' 12'-0' 12 0- 12'-0' 12•-0- 11' 12'-0• 12'-0• 12'-0' 10'-1 ' 12'-0• 1T-0' 10'-1 9'-11' 12'-0' 11'-1 10'-1' 9'-3' 12'-0 12'-0' 12'-0' 170' 12'-0 17-0' 12'-0' 12'-0 12'-0 12'-0' 12'-0' 12'-0' 12'-0' 11'-10 10-9 10-2' 12'-0' 10'-10' 10'-2' 9'-0' 12'-0' 10'-1' 9'-1 8'-0' 12'-0' 12'-0 12'-0' . 12'0 12'-0' 12'-0 12'-0 12'-0' 12'-0 12'-0' 12'-0' 12'-0 12' 12'-0• 12'-0' 11'-1 . 10'-8• 12•-0' 11•-1 10'-9• 10'-2•• 12'-0 1'-0• 9.11• 9'-2• 12'-0' 12'-0• 12'-0" 12'-0• 12'-0• 12'-0' 12'-0• 12'-0' 12' 0" 12'-0• 12'-0• 12'-0• 12'-0' 11'x' 10-r 10-1' 12'-0' 10'-9' - 10'-1' 8'-11' 12'-0' 9'-11• 9•-0• 8'-3• 12'-0• 12•-0' 17-0' 12'-0 17-0 12'-0' 12'-0' 17-01 12'-0' 12'-0" NON- 12'-0• 12'9• 12•-0• 11'-9' 12•-0• 12'-0• 11'-8' 10•-9' 12'-0' 11'-7' 10•-a' 9'-10' 12'-0' 12'-0- 12'-0• 12'-0' 12'-0' 17-0• 12'-0• 12'-0' 12•-0• 12'-0" 12•-0" 12'-0- BEARING 12'-0" 12'-0• 11'-0' 10'-7' 12'-0• 11'-6" 10' 9'-9' 12'-0' 10'-7 9'-8" 8'-10' 17-0' 12'-0' 12'-0' 12'-0" 12'-0• 17-0' 12'-0' 17-0' 12'-0" 12'-0' 12'-0' 12'-0' FIGURE INDICATES EXPOSURE B uI FIGURE INDICATES EXPOSURE C TABLE B: L.L. = 10, 20, 25 & 30 PSF BEARING WALL SYSTEM EXP. 'B'& C U SLIDER TRIBUTARY 10# L.L. EQUAL "H"- SR POST- RACEWAY 20# L.L. EQUAL "H" - SR POST -RACEWAY MAXIMUM MULLION HEIGHT 110 MPH EX.B 110 MPH EX.Cl 120 MPH EX.B 1120 MPH EX.Cl 130 MPH EX.13 130 MPH EX.0110 MPH EX.B 110 MPH EX.0 120 MPH EX.131 120 MPH EX.Cl 130 MPH EX.B 1130 MPH EX.0 4' THRU 12' 12',0" 12'-0" 1 12'-0" 1 11'-8" 1 11'-9" 10'-8" 12'-0" 12'-0" 12'-0" 11'-2" 1 11'-6" 10'-3" TRI13UT RY WIDTHMAXIMUM 25# L.L. EQUAL "H" - SR POST - RACEWAY 30# L.L. EQUAL "H" - SR POST - RACEWAY MULLION HEIGHT 110 MPH EX.B 110 MPH EX.Cl 120 MPH EX.13120 MPH EX.0 130 MPH EX.13 130 MPH EX.0 110 MPH EX.B 110 MPH EX.0 120 MPH EX.B 120 MPH EX.0 130 MPH EX.B 130 MPH EX.0 4' THRU 12' 12'-0" 12'-0" 12'-0" 11'-1" 11'4" 10'-: " 12'-0" 12'-0" 12'-0" 10'-10" 11'-2" 10'-3" NOTE #1 - MUST USE S.R. POST AT TOP OVER 6' SLIDER, FASTENED TO VERTICAL -H' MULLIONS AT EACH END. F EOUAL'H' CHANNEL SR POST RACEWAY FILLER PANEL WINDOW SIDE FRAME SECTION n i EQUAL 'H' / SR POST / RACEWAY ,;Jai„ uow � ti ;t co o0 J W c) z ¢ a3 O U Jw Q F- `� LWT W W � M � J M o U a'. Z co i Q c) d- �O �f ESS IC�� S-58 TZ OF CALIF 03-13-15 DURALUM ROOM ADDITION AHI APPROVAL REVISIONS YAlat wTE OEYAMgv 4 STEL JOB A 15.1072.1 DATE 31138015 DRAWN BY MAP CHECKED , DKR 2 1NCH ENCLOSURE SYSTEM 12 12 OF 28 SHEETS i G n USE MULLID 5 1V IANLL 4 -INCH ENCLOSURE SYSTEM SHEETS 13 THROUGH 23 014 X 3 Ye' S.D.S. W/ I' O.D. PLATE WASHER & NEOPRENE INSERT EXTRUDED OR 014 S.D.S. V/ Yz' SPACED 12' O.C. R.F. FASCIA 910 S.D.S. R 8' D.C. APPROVED TOP & BOTTOM TRACK WASHER E 8' O.C. ATIO COVER ROOF, _ SHALL BEAR FIRMLY ON f „ MULLION PRIOR TO'•c %•`:'' MAY BE SUPPLIED BY OTHERS INSTALLATION APPROVED OF"FASTERNERSPATIO COVER ROO "• .' .,', ••;i_%`.' i; ; APPROVED EXISTING TOP CHANNEL INSULATED APPROVED ROOF PANEL ENCLOSABLE 014 S.D.S. AT TOP, PATIO COVER BOTT., MID -HEIGHT, STRUCTURE EA. SIDE TYP.. 4- 014 S.D.S. EA. SIDE OF WALL MULLION SECTION n TOP TRACK ----/(8 PER MULLION, 16' O.C., TOP CHANNEL INSULATED ROOF PANEL CHANNEL AT FRONT WALL ' TO SPICE MAXIMUM, STAGGERED) AT EACH SIDE WALL BEARING WALL SYSTEM DIRECTLY OVER MULLION HEADER FILLA (24_MAX. - `24'-0' MAX. B„�- PANEL NOTE, SEE SHEET FOR MIN RATIO AND O4 ER_HANG —I PROJECTION -' E ROOF HANGER FASTENERS TO (E) STRUCTURE -- ---- ------ - '' BAY iVTNDOV . 6' MIN.— u O.H. 1 = O 1 1 W S 0 1 \ D f ' m - Q 2 \ N ' 3 W C 1 W I \N r SEE SHEET 15 FOR USE MULLID 5 1V IANLL STANDARD PANEL MULLION OPTIONS, Fill WIDTH, 30', 42', 48' OR WIDTH, 30', 42', 48' OR 60' CHANNEL AT WALL, CORNERS 60' SEEvTABLE 'A'„SHEETS MULLION AND FRONT BEARINCSis 4�V EL �7ATI❑N 1632IDE WALL RCpORRFNER ILC V ioRNGER 1 1 W S 0 1 \ D f ' m - Q 2 \ N ' 3 W C 1 W I \N r SEE SHEET 15 FOR PERMIT glJ.TfE p�UN`I'v pEVELOPMENT SERVIC AEiJIEW cobE aCPI�JANNUCE p BYDATE ti tiM f 1'v Cfl CO (b W rn ch ' Z U O rn J W Q � I � , U) LL Lu — W W M W (M J o c)6' Z co Q M U) a, d7 QUO FESS ICyy4( 1m w S 5885 OF CAL\F 03-13-15 DURALUM ROOM ADDITION AW APPROVAL REVISIONS wat MTE DEOryPf16V 4 STEL JOB If 15-1072-1 DATE 31132015 DRAWN BY MAP CHECKED DKR 4 INCH ENCLOSURE SYSTEM 13 13 OF 28 SHEETS e USE MULLID 5 1V IANLL STANDARD PANEL MULLION OPTIONS, AT ENCLOSUR WIDTH, 30', 42', 48' OR WIDTH, 30', 42', 48' OR 60' CHANNEL AT WALL, CORNERS 60' SEEvTABLE 'A'„SHEETS MULLION AND FRONT BEARINCSis 4�V EL �7ATI❑N 1632IDE WALL RCpORRFNER ILC V ioRNGER BOTTOM TRACK EXISTING RESIDENCE SPLICE 8' MIN. FROM VERTICAL KICKPLATE FILLER CHANNEL PANEL I NOTE- RATIO SHALL COMPLY WITH OPTIONAL F -=- I 4- 014 S.D.S. EA. SIDE FASTENER AND RATIO LIMITS SHOWN ON DOOR �� I OF WALL PANEL y' POWERS WEDGE BOLT SHEET 25. LOCATION I '(8 PER PANEL, 16' D.C., I PER ICC -ES ESR -2526 X z C3 I .� NOTE, 6'-0' MAX. WIDTH TEMPERED GLASS SIDE SLIDING DOORS I MAXIMUM, STAGGERED) 6' MAX. FROM EA. SIDE a f I MAY BE INSTALLED IN END. WALLS WHERE SOLID PANELS ARE I OF MULLION (2 PER PANEL) u• Ell W a I PERMITTED. SEE TABLE 'B' FOR 6' SLIDER IN BEARING WALL, SHEET 23. I iu I N Of I ” 36' X 80' DOOR EMB HENT 24' ' EXIST. CONC. SLAB IN GOOD L -------------------------- ----=--J CONDITION (3 Ya' THK. MIN. 'L' - OR i Y2 TIMES THE ANCHOR MAX. LENGTH PER THE REOUIREMENTS EMBED. DEPTH, WHICHEVER OVERHANG VARIES OF THE APPROVED PATIO COVER DRAWING NOTE, THE RATION L/P MUST NOT BE SECTION IS MORE RESTRICTIVE) TO 24' MAX. LESS THAN ONE (1). ROOF PLAN BEARING WALL SYSTEM - PERMIT glJ.TfE p�UN`I'v pEVELOPMENT SERVIC AEiJIEW cobE aCPI�JANNUCE p BYDATE ti tiM f 1'v Cfl CO (b W rn ch ' Z U O rn J W Q � I � , U) LL Lu — W W M W (M J o c)6' Z co Q M U) a, d7 QUO FESS ICyy4( 1m w S 5885 OF CAL\F 03-13-15 DURALUM ROOM ADDITION AW APPROVAL REVISIONS wat MTE DEOryPf16V 4 STEL JOB If 15-1072-1 DATE 31132015 DRAWN BY MAP CHECKED DKR 4 INCH ENCLOSURE SYSTEM 13 13 OF 28 SHEETS e I I _ � _ ` - - � 1.281-•-- 0.125 —'LI— �'^-�-.�.� i _ ,� r �'� Y ' w � �A _ *r1 0062. -',,-.1500 n0ori0 0.060— c 31 , 'r.II O 1.131 -^-- 1 .033 �li1iliIi : J2 I • ront1I I• _-0J.o6 i 0.900 0.195i• t .- mm 007.5.5 m; I t 1.000 I l I ---L 0.650 1 I 1.250 • `� I--- -�-- I-- 2.000 —'I _ —�—�'-. 0.571 - 2.162 i �. r. -3.643-`j,... . - .. - H -CHANNEL * SEE FOOTNOTE MALE H -CHANNEL'* SEE FOOTNOTE L.B. HEADER COVER . ' L.B. HEADER * SEE FOOTNOTE - —ALUM: ALLOY- 6063-T6 ALUM. ALLOY 6063-T6 _ —ALUM—ALLOY-6063-T6 —`—ALUWALLOY 6061=T6 4250 3.953 ; • .. o % - 1.468_ - _ - : ^•r {� ,1, 2.653 -I • I • I - I � � 3.670 ` - r � 2.403 — 2260—i �� + . L o �\ i — m 0.057 trD O o N I. 0.065 + o' T - I� f s Q ? - _ I I -0.060 n 4 I o I • \ .. 1 •� 1 I T I I -1--i- —�- 1 1 i 1 0.389 m 0.050 I O N 2.470 O• _ O �. r d I O 1 I L J_ I I I I !. • �- 1.540 —I - 1 I N o • - - • m• I 2240-- II o - ;-- 2.5110 ---!�_ 0.071 1: - - RACEWAY H-C-HA_NNEL_ 45° CORNER *SEE FOOTNOTE , BOTTOM -CHANNEL* SEE FOOTNOTE ALUM. ALLOY 6063-T6 COVER v —RACEWAY MALUM. ALLOY 6063-T6 ' �. H -CHANNEL * _SEE Foo`r`NorE ALUM. ALLOY 6063-T6 a ALUM. ALLOY 6063-T6 tt FOOTNOTE: CHANNELS SHALL NOT BE DEBRIDGED. • I 's 0 •- .. - { • tl f." 3_.500 - 1:50023.500 S.R., TUBE a• ALUM. ALLOY 6061-T6 n y PERMIT# BUTTE COUNTY DEVELOPMENT SEG -� w ,r. 7 ; }•, ,• 'REVIEWED FOR °CODECq PL 1ANCE t• DATE' _ BY� 0 J_ N c � M C\) COco . W m f z Q O) O O v _J 67 t: QX cf) z L>_ W — ( W Ff��a WLIJJA M M o O.rn' Z CCC) ®V Q co ® NT ' V 0-3 o FESS lgy9l 85885 « . OF CAL1F� �. •wMf 03-13-15 DURALUM ROOM ADDITION - Nil APPROVAL r �T r REVISIONS WRR DATE DCXAIRM 4 STEL JOB 0 157072-1 DATE MUMS DRAM BY MAP CHECKED DKR -4 INCH .ENCLOSURE SYSTEM' 14 14 OF 28 SHEETS . . i c 1: - - f Y .V1, - • I 's . . i A o C D E n F o G o ff o 'WINDOW '-FILLER PANEL SIDE FRAME SECTI❑N (1� EQUAL 'H' W/ WIND❑W FRAME & S❑LID PANEL WINDOW FRAME,AND SOLID PANEL TO MULLION (TYPICAL, UNLESS NOTED OTHERWISE), #14 S.D.S. AT 32' O.C. MAX. WHERE WINDOW OCCURS & 32' O.C. MAX WHERE PANEL OCCURS EACH SIDE, TYP. (STAGGER FASTENERS) (4 MIN, EA. SIDE OF MATED CONNECTION, 8 TOTAL) EQUAL 'H' CHANNEL MALE 'H' CHANN MALE.'H'.CHANNEL WINDOW FILLER PANEL SIDE FRAME SECTI❑N (4) MALE 'H' / EQUAL 'H' / MALE 'H' SEE NOTE SECTION (2 \-WINDOW FILLER PANEL WINDOW FILLER PANEL SIDE FRAME SIDE FRAME SECTION (2) SECTI❑N (3� RACEWAY 'H' CHANNEL EQUAL 'H' / MALE 'H' SEE NOTE SECTION QI AT MATED MULLIONS: FASTEN MULLIONS TOGETHER WITH #14SDS @ 32' O.C. MAX, EA, SIDE, STAGGERED (4 MIN. EACH SIDE, 8 TOTAL AT EACH MULLION TO , MULLION) RACEWAY 'M` r -FILLER PANEL RACEWAY FILLER PAN MALE 'H' CHANNEL MALE 'H' CHANNEL WINDOW SIDE FRAME SECTION (5) SECTI❑N (6) MALE 'H' / RACEWAY 'H' MALE 'H' / RACEWAY 'H' / MALE 'H' SEE NOTE SECTION ) SEE NOTE SECTION (2 - Ythlrvn I i. TTE COUNTY D�., • BUEVELOPAAENT SE .::C_�Fc REVIEWED-P')R CL�E CCMPLoANC- CE DATE ' 11/I19i� Bl' -- i - - ^ M f` it (D C6 U)"cc) w 1�T O U <�5 U)w� wcC M W w M M J M tT o Z 00 a 00 Q clr - d- rn OFESS I 9� 61 C) S 5885 1�01 c OF CALIF 03-13-15 DURALUM ROOM ADDITION AHJ APPROVAL, B r ' F - 2 R REVISIONS - w,u- a 5 g , 4 STEL JOB C 151072.1 . DATE 311312015 - DRAWN BY MAP - CHECKED - OKR 4 INCH ENCLOSURE SYSTEM ' e 15 15 OF N SHEETS , ~ NOTE =MALE / BAY 'H' / MALE, USE SECTION 3 FOR VALUES.. #14 SDS # g• O.C. i'X1' INSIDE FILLER PANEL -MULLION COMBINATIONS FOR USE W/ TABLE A. (6 MIN. PER PANEL) CORNER -SEE SHEETS 6 THROUGH 13 FOR MULLION HEIGHTS. CHANNEL f r EXISTING 014 S.D.S. AT TOP, EXTERIOR WALL SDS25412 @ 32' O.C. BOTT., MID -HEIGHT, TO (E) STUD (3 MIN. PER STUD) D, EA. SIDE TYP. A27 w R <'NEL N 3'X3' OUtSIDE CAULKING ,.' I Ni FILLER, PANEL CORNER CHANNEL #14 S.D.S.. AT TOP, BOTT., / MID -HEIGHT, EA. / 1 660 #14 SMS @ 8' O.C. CORNER MULLION C. SIDE TYP. � I.R. HANGER � (6- MIN. PER CHANNEL AT WALL (D�PANEL) ALUM.ALLOY 6063-T6 EQUAL 'H' CHANNEL RACEWAY 'H' EQUAL 'H' CHANN "E97- -;M7777771 L MALE 'H' CHANNEL 'WINDOW '-FILLER PANEL SIDE FRAME SECTI❑N (1� EQUAL 'H' W/ WIND❑W FRAME & S❑LID PANEL WINDOW FRAME,AND SOLID PANEL TO MULLION (TYPICAL, UNLESS NOTED OTHERWISE), #14 S.D.S. AT 32' O.C. MAX. WHERE WINDOW OCCURS & 32' O.C. MAX WHERE PANEL OCCURS EACH SIDE, TYP. (STAGGER FASTENERS) (4 MIN, EA. SIDE OF MATED CONNECTION, 8 TOTAL) EQUAL 'H' CHANNEL MALE 'H' CHANN MALE.'H'.CHANNEL WINDOW FILLER PANEL SIDE FRAME SECTI❑N (4) MALE 'H' / EQUAL 'H' / MALE 'H' SEE NOTE SECTION (2 \-WINDOW FILLER PANEL WINDOW FILLER PANEL SIDE FRAME SIDE FRAME SECTION (2) SECTI❑N (3� RACEWAY 'H' CHANNEL EQUAL 'H' / MALE 'H' SEE NOTE SECTION QI AT MATED MULLIONS: FASTEN MULLIONS TOGETHER WITH #14SDS @ 32' O.C. MAX, EA, SIDE, STAGGERED (4 MIN. EACH SIDE, 8 TOTAL AT EACH MULLION TO , MULLION) RACEWAY 'M` r -FILLER PANEL RACEWAY FILLER PAN MALE 'H' CHANNEL MALE 'H' CHANNEL WINDOW SIDE FRAME SECTION (5) SECTI❑N (6) MALE 'H' / RACEWAY 'H' MALE 'H' / RACEWAY 'H' / MALE 'H' SEE NOTE SECTION ) SEE NOTE SECTION (2 - Ythlrvn I i. TTE COUNTY D�., • BUEVELOPAAENT SE .::C_�Fc REVIEWED-P')R CL�E CCMPLoANC- CE DATE ' 11/I19i� Bl' -- i - - ^ M f` it (D C6 U)"cc) w 1�T O U <�5 U)w� wcC M W w M M J M tT o Z 00 a 00 Q clr - d- rn OFESS I 9� 61 C) S 5885 1�01 c OF CALIF 03-13-15 DURALUM ROOM ADDITION AHJ APPROVAL, B r ' F - 2 R REVISIONS - w,u- a 5 g , 4 STEL JOB C 151072.1 . DATE 311312015 - DRAWN BY MAP - CHECKED - OKR 4 INCH ENCLOSURE SYSTEM ' e 15 15 OF N SHEETS , r G H I J PERMIT BUTTE DATE f` ti M w CD N CV W z Q m O U awl �w� W w co J C"7 o U r z Co Q Cb co ® co Qj �FESSI o S5 5 OF CAOL 03-13-15 DURALUM ROOM ADDITION AHJAPPROVAL REVISIONS u K are DESCRPIM 4 STEL JOB a 15.10n -i DATE NI 2015 DRAWN BY MAP CHECKED DKR 4 INCH ENCLOSURE SYSTEM 16 16 OF 28 SHEETS 1 TABLE A: LL. = 10 PSF BEARING WALL SYSTEM EXP. B &'C W/ WINDOW CHANNELS 1O EQUAL "H" CHANNEL O2 R_ACE-INA-Y-CHANNEL `_ '� ?o H -CHANNEL SPACING H CHANNEL SPACING H�HANNEL SPACING H -CHANNEL SPACING H -CHANNEL SPACING H -CHANNEL SPACING F 110 MPH 120 MPH 130 MPH 110 MPH 120 MPH 130 MPH 30' 42" 48" 60' 30" 42" 48" 60" 30" 42" 48' 6p' 30' 42" 48' 60' 30" 42' 48" 60' 30• 42' 48" 60' 4, 12'-0' 71'-3' 10'-0' 9'-3'. 12'-0" 9'-11' 9'-2' 7'-11' 11'-1' 8'-11" 8'-3' 7'-1' 12'-0' 12'-0' 11'-0" 10'-2' 17-0' 11'-0' 10'-1" 8'-10" 12'-0' 9'-9' 8'-11' 7'-9' 12'-0' 9'-10' g-0' 7'-9' 10' B` 8' 8' 7'-11' 6'-10' 10'-1' 8'-1" 7'-5' - 12'-0' 70'-9' 10'-1' 8'$" 11'x• 9'-5' 9'-1' 7'-10' 11' 0" B'-10" :1-81" 7'-0' 5,� 12'-0" 11'-1" 10'-0' 8'-6g- - .12'-0" 9'-9` 9'-0• 7'-9' 11'-0" 8'-10" 6'-1' 6'-11' 12'-0" 12'-0" 11'-6• 9'-11. 12'-0' 10'-9" 9'-10" 8'-0' 17-0' 9'-8• 8'-10" 7'-7" �---- X12'-0` 9'�` B'-10 k 7'-7'> 10'-T B'-6• 7'-10` - 9'-11' 8'-0" 7'4' - 17-0• 10'-8' --1'-9" ,8:-6" 11'-7' 9'4' 9'-0' 7'-9' 10'-10' 8'-9• 8'-0" 6' 12'-0' 11'-3' 9' 8 8'-3`� 12'-0' 9'-8" 8'-10 7'-7" 10'-9' 8' 8 T-17' - 12'-0" 12'-0' 11'-4• 9'-9-- 12'-0- 10'-8• 9•-9` 8'-5' 11'-1 ' 9'-6' 8'-9" T-6' 11'-9' 9'•6' 8'-6' T-6' 70'-6' 8'-5' T-0' - 9'-10' T-11` 7'-3' - 12'-0• 10'-7• 9'-T�4�8'-3'- 11'-6' 9'-3' 8'-5' T-3' 10'-9' 8'-8'- 7 12'-0` 10'4' g-0' T-11" 11'-1 9'-0" 8' B' T-1' 10'-S' 8'-7' T-0 - 12'-0' 12'-0• 11'-3" 9'-1• 17-0' 10'-T 9'-7' 8'-3" 11'-9 9'-5' 8'-8' 7'-5" 1 V-8" g4' 8'-7• 7.4' 10'4" B'-3' T-7• - g-9• T-9• - - 17-0' 10'-6' 9'-6' 8'-2' 11'4' 9'-2' 8'-4' T-2" 10'-0' 8'-7' 7'-10` - $, 12'-0• 10'-3• 9'-1' T-9` 111-8• 914• 8'-0' 6'-9• 10'-T 8'-3• T-7' - 12'-0' 12'-0' 11•-1• 8'-11' 0' 12'---:11 10'$' 9'-6` 8'-Y 11'$• 9'4' 8'-6' T-2' it' -7' g-3' 8'-5' - 10'-3" 8'-2• 7'4• - 9'-7' 7'4' - - 72•-0' 10'-4 9'-0" 8'-0' 11'-3• 9'-0• 6'-0' 7'-1' 1p'-7' 8'-6' 7'-9' - 9, 12'-0" 10'-1' 9'-0' 0 T-1" 11'-T 9'-3` 8'-0• - 10'-0• T-2' 7'-5' - 12'-0" 11'-3• 10'-3' 8'-7' 12'-0' 10.4• 9'-5' B'-0' 11'-7' 9'-3" 8'-5` 7--l- 71'4• 9'-1' 7'-10' - 10'-2' 7'-11' 7'-2' - 9'-6• 7•-3' - - 12'-0' 10'-3` 9'-3' 7'-11` 11'-2' 8'-11 8'-2' 6'-10" 10'-T 8'-5" 7'-B' - 10, 12'-0• 91-8' 8'-10" 7'-0" 11'-0' 8'-8" 7'-9' - 1014" 8'-1` 7'-5' - 0" 12'—:I 11'-2" 10'-2' 8'-6• 12'-0' 10'-2• 9'-3' T-6" 11'-8' 9'-2' 8'-2" T.O. 11'-3' B'-6• 7'-T - 10'-1" 7'-10' 7'-1` - 9'-0' 7'-0' - - 17-0' 10'-2• 9'-2' 7'-5• 11'-1' —8--1 0 —81 ' - 1p'-0' 8'4' 7'-2• - 11' 12'-0' 9'-6' BAr - 11'4' 8.4" T-7' - 101-1" T-11" - - 12'-0" 11'-0' 9'-10' 8'4• 17-0' 10'-1' 9'-2• T-3• 11'-2' B'-5' T-6' - 9'-11' 7'�' - - 8'-11` 6'-11` - - 17-0' 9'-11' 9'-0' -77'-2' 11'-1 8'-9' T-10' - 10'4' 7'-10' 7'-1' - 12' 12'-0 9'-5 7'-11' - 11'-2 8'-3" 7'-0' - 9'-11• T-6 - - 12'-0" 10'-1 ' 9'-8' B'-3' 8'-T 7'2" 11'3' 8'-9` 8'-0•''8'-2• 6'-11 - 9'-7' T -T - - 8'-10` 6'-10' - - 12'-0' 9'-9' 8•-11` 7'-1` 8'-6• 7'-9' - 10'J' 7'-9' 6'-11"NON- 12-0 11'4' 7p'-7' 9'-5` 12'-0' 10'-2' 9'4` 8'-1• 1'-2 9'-1' 8'4• T-3' 12'-0" 17-0" 1V-6' 10'-3' Al2'-OW"9'11" 11'-1' 10'-2` 9'-0" 12'-0' 9'-10• 9'-7•7'-10' BEARING 77-0' 10'-0' 9'-7' 8'-1' 10'-10'g'_g' g'_1' 7'4' 10'-2• 8'3` TT - 12'-0' 10'-10- 10'-3" 8'-10' 9'-6' 9'-2' 7'-11• 11'1I' 8'-11' 8'-Y T4" O EQUAL -MALE "H" CHANNELS ® MALE - EQUAL - MALE "H" CHANNELS co0 H -CHANNEL SPACING H -CHANNEL SPACING H -CHANNEL SPACING H -CHANNEL SPACING H -CHANNEL SPACING H -CHANNEL SPACING it ~ 110 MPH 120 MPH 130 MPH' 110 MPH 120 MPH 130 MPH 30" 42" 1 48' 60' 30' 42" 1 48' 1 60' 30' 42" 48" 60` 30' 42' 48' 60' 30• 42' 48" 60' 30" 42' 48" 60' 4, 12•-0" 12'-0• 17-0• 11'-1' 12--0 — 12'-0- 114- 10'-7' 12'-0' 11'-2" 10.4• 9'-2` 12'-0' 17.0• 17-0• 12'-0' 17-0• 12'-0• 12•-0- 71'$` 17-0- 72'-0' 11'-1 10'x' 12'-0 12'-0' 11'-3 9'-71` 12'-0' 10'-10' 9'-1' 8'-11 11'-9' 9'-9' 9'-1' 8'-0' 12•_, 12•-0 12'-0` 11'- 12'-0' 12'-0 11'-9 9' 6' 11'-9' --:11-6' 10'- 5, 12'-0" 72'-0' 17-0' 1'-1' 12'-0' 12'-0` 11'4' 10'-0' 12'-0' 11'-1' 0'-0' 9'-1' 12'-0" 17.0' 17-0' 17-0' 12•-0' 12'-0' 12'-0' 11'-8" 17-0• 12'-0' 11'-1 10'-T 12'-0- 17-0' 11'- 9'-10' 12'-0' 10'-10 9'-0' 8'-10 11'-0' 9'-0• 9'-0' T-11' 12'-0' 12'-0' 12._W 12•-0' 17-0' 71'-9' 9'-5' 11'-, 11'-0• to'- 9•-5" 6' 17-0• 11•-0' 17-0' 12'-0" 11'-2• 9•-11" 12'-0" 11'-1' 10'-3' g-0• 12'-0` 12•-0` 12•-0' 12'-0- 12--0• '120- 12'-0• 17-0- IV 7- 17-0• 12•-0• 11'-9• 10'-7• 12'-0` 12'-0 11'-2 9'-10 12'-0` 10'-9 8'-9 11' 8' 9' 8" 8'-11' 7'-10 12'-0' 12-0 12'-0' 11'-8 12'-0 11'-8• T-5" 11'-8' 11 -1 10'-7 9'4• 7 7' 12'-0` 12'-0' 17-0' 10'-1 12'-0' 12'-0 17'-2• T 10• 17-0' 11'-1' 10'-3' 9 -0' 12'-0 17-0 17-0' 12'-0' 17-0' 12' 0 17-0' 11' 8` 17-0' 12'-0" 11'-9' 10-7- 12'-0' - 11'-1' 9'-9' 12'-0'11'-7' 9'-T 6•-11• T-10• 12' o- 12'-0• 12'-0' 11'-7 12'-0" 17-0' 11•-7' 9'4• 11'-0' $, 12'-0' 17-0' 77-0' 10'-9' 12'-0' 12'-0' 11'-2' 9'-9' 12'-0' 11'-0' 70'-Y B'-11' 12'-0" 12'-0' 12'-0" 12'-0` 17-0' 12'-0' 17-0` 11'-8• 12'-0' 12'-0' 11'-8` 10'-7' 12'-0" 17'-10' 17'-7' 9'-0• 12'-0' 10'-8' 9'-7' 8'-10' TA' 17-0' 12'-0' 12'-0' 11'-7 12'-0" 12'-0' 11'-T 9'4' 11'-8' 11'4' 10'-0 9'-3' 9, 12'-0' 12'-0` 17-0• 10•-8• 17-0' 12'-0" 11'-2' g-9' 12'-0' 11'-0• 10•-2• 81-10` 12'-0• 17-0' 12'-0` 12'-0' 17-0' 72'-0' 12'-0' 8" 1V--1 12'-0' 17-0• 11• 8• 10'-T 12'-0" 11'-9' 11' 9'-T 12'-0• 10'- 9'-0' 8'-T 11'-7' 9'4i' 6'-9' T -g' 12'-0' 12'-0' 12'-0' 11'-0 12'-0' 12'-0' 11'$' 9'-4 —1-1'-T 11'-3' ---;?10 10'4 9'-3' 10, 12'-0' 12'-0• 17-0• 10'-T 12'-0• 12'-0• 11'-1' g-8' 12' 0 10'-1 • 10'-1 • 8'-9' 12'-0' 17-0' 17-0' 17-0' 12- 12'-0' 17-0' 11'-T 17-0' 12'-0" 11'-9` 10'-7' 12'-0' 11.9' 11' 9'-T 12'-0• 10'- g-0` 8'$' 11'-0' 9'-5• 8'-9' T-8' 12'-0' 12'-0• 12'-0" 11'-6 12'-0' 12•-0• 11•-&• 9'-3• 11'-T 11'-3- 10'4 9'-3• 11' 12'-0" 12'-0' 12'-0• 70•-8' 17-0• 11'-7 ' 11'-0' 9'-7' 12'-0' 101-9' 9'-11' 8'-8• 12•-0` 12'-0• 0' 12•--:12 12'-0' 12'-0' 12'-0` 12'-0" 11'-T 12•-0" 12'-0 11'.9' 10•-7' 10-70' 9-1- 12'-0' 10' 6 B'-11' 8'-5' 11' 8' 9'-5" 6'-9' -:-7-7' 12'-0' 12'-0' 12-0' 11 6 12'-0" 12'-0 9'-3' 11'-7 11'-3• 10'-3' 9'-2' 12' 12'-0" 12'-0 1'-i 10 4 12'-0' 11'-1 11 -0' 9-6' 12'-0• 10'-9` 9'-11• 8'-8' 12'-0` 12'-0` 17-0• 12•-0" 12 12'-0' 12•-0" 11'-8` 12•-0• 12'-0• 111-8• 10•_7' 12'-0" 11'$' 10'- 9'-5 12'-0' 10'-0' 8'-11 8'-5' 11'4' 9'4 8'-9 T-7' 12-0 17-0 12'-0 11.4 72'-0" 17-0' 11'4' 9'-3' 11' 6 11'-2 10'-3 9'-2' NON- 17-0• 17-0• 2'-0• 11'-2* 12'-0' 12'-0" 11•-6• 10•-2' 12'-0' 11'-1' 10'4' 9'-3' 12'-0` 12'-0' 17-0' 2'-0" 17-0' 12'-0" 12'-0" 17'-9' 12'-0' 17-0' 12'-0' 10'$' FARING 17-0' 17-0' 11'4 10'-1' 12'-0" 11'-0' 1p'- 8'-11` 11•-9• T-10' g-1' 8•-1• 12'-0' 17-0` 12'-0' 11'-T 12'-0" 12•-0' 11'-10' 10•-7' 17-0• 11'-6' 10'-8 7-6` FIGURE INDICATES EXPOSURE FIGURE INDICATES EXPOSURE C PERMIT BUTTE DATE f` ti M w CD N CV W z Q m O U awl �w� W w co J C"7 o U r z Co Q Cb co ® co Qj �FESSI o S5 5 OF CAOL 03-13-15 DURALUM ROOM ADDITION AHJAPPROVAL REVISIONS u K are DESCRPIM 4 STEL JOB a 15.10n -i DATE NI 2015 DRAWN BY MAP CHECKED DKR 4 INCH ENCLOSURE SYSTEM 16 16 OF 28 SHEETS 1 M ti Y CO Cp (1) CV CO Z Q O U rn J Q � I � w LL w w M w w co o U rn Z Co Co � QM c/)m ® ,-;I- rn �� o�FESSIq�� •' _ S5885 OF CAO1 03-13-15 DURALUM ROOM ADDITION AHJ APPROVAL REVISIONS uuu are DESOUTo w 4 STEL JOB 0 157072-1 DATE 31132015 DRAWN BY MAP CHECKED DKR 4 INCH ENCLOSURE SYSTEM 17 17 OF 28 SHEETS D E F G H 1 J O5 MALE "H" - RACEWAY "H" M ti Y CO Cp (1) CV CO Z Q O U rn J Q � I � w LL w w M w w co o U rn Z Co Co � QM c/)m ® ,-;I- rn �� o�FESSIq�� •' _ S5885 OF CAO1 03-13-15 DURALUM ROOM ADDITION AHJ APPROVAL REVISIONS uuu are DESOUTo w 4 STEL JOB 0 157072-1 DATE 31132015 DRAWN BY MAP CHECKED DKR 4 INCH ENCLOSURE SYSTEM 17 17 OF 28 SHEETS -TABLE A: L.L. = 10 PSF BEARING WALL SYSTEM 'EXP. B & C W/ WINDOW CHANNELS O5 MALE "H" - RACEWAY "H" © MALE' -'H" - RACEWAY "H" - MALE "H" Oo H -CHANNEL SPACING H -CHANNEL SPACING H -CHANNEL SPACING H -CHANNEL SPACING H -CHANNEL SPACING H -CHANNEL SPACING 110 MPH 120 MPH 130 MPH 110 MPH 120 MPH 130 MPH 30" 42' 1 48" 60' 30" 42" 48" 60- 30" 42" 48" 1 60• 30" 42" 48" 60" 30• 42• 48' 60• 30" 42" , 48' 60' 4, 12•-0' 12'-0' 12•-0' 11'-0' 17-0' 12'-0` 17-0- 10•-7• 12•-0- 11'-8- 10•-1 9•-r 1r-0' i2'-0- 12•-0- 12•-0• 12'-0• 1z'-0- 12•-0' 12'-o 1z•-0• 12•-0• 12'-0• 11'_1• 11'-9 12'-0' 10' 6' 12'-0' 11'4' 10'-7' 9'4' 12'-0' 10'-3` 9'-0" 8'4" 17-0' 12'-0' 12'-0' 12'-0" 12'-0' 17-0' 12'-0" 10'-10 17-0' 11'-10 11'-1' 9'-9' 5, 12'-0' 12'- 12'-0• 11'-7 12•-0- 12'-0' 11•-1 10•-6• 12•-0' 11'-7" 10'-9` 9•-6' 12•-0• 12'• 12'-0• 0' 12'—?2 12'-0• 12•-0" 12'-0' 12'-0' 12' 0" 12•-0• 12•-0' 11'-0• 12'-0' 11'-9' 12'-0" 70'4 12'-0' 11' 4' 10'-r 9'-310'-2' 12'-0" —:1'2'-0' 12'-0" 12'-0' 12'-0' 12'-0' 12'-0' —1(r-70` 12'-0' 11'-10 11'-1' 9'-9' 6, 12'-0' 12'-0' 12'-0' 11' 6' 12'-0' 12'-0" 11'-1 10 6' 12'-0' 11'-7' 10'-9" 9'-6' 12'-0" 12'-0" 12'-0 12'-0' 12'-0" 12'-0" 12'-0' 12'-0' 12'-0' 12'-0' 12'-0" 11'-0' 12'-0' 11' 6" 10'-4' 12'-0' 11'-3• 10'-6' 9'-2 12'-0' 10'-2' 9'-5' 8'-3' 12'-0' 12'-0" 12'-0' 12'-0• 12'-0" 17-0' 12'-0• 10'-10" 12'-0' 11'-9" 11'-0• 7, 0` 12'--:12-0 6- 12'-0• 17-0• 11'—:I'D —fl'x' 12'-0• 12'-0' 11'-' 10'•6' 12'-0' 11'-7• 10'-9- 9'-5' 12'-0• 12'-0' 12'-0• 12•-0' 12'-0` 12'-0" 12'-0' 12'-0" 12'-0' 12'-0• 12'-0• 11'-0' 12-0' 12'-0' 10'-3' 12'-0' 11'-3' --I'D'-6' 9'-Y 17 0- 10'-Y 9.4" 8'-3' 17-0' 12'-W 12•-0' 12•-0` 12'-0- 12'-0" 12•-0• 10'-9` 12'-0' 11'-9" 1 r-0• 9'-8' 8, 12'-0' 12'-0' 12'-0• 11'-4' 12'-0• 12'' 11'-8• 10'4• 12'-0' 11'-7' 10'-8` 9•-5' 12'-0• 12'-0' 12'-0" 12'-0' 12'-0- 12'-0" 12'-0" 12'-0' 12'-0' 17-0" 12•-0• WAD" 12'-0' 11'-r 12' 0 10'-3' 12'-0' --:191'-2' 10'4' --1'-1 10'-1' 9'4" 8'-2' 17-0' 12'-0" 12'-0' 12'-0 12'-0' 12'-0 t2'-0' 10'-9' 12'-0' 11'-9" 11'-0' 9-8' 9' 12'-0` 12'-0' 1r-0" 11•-3' 12'-0' 12'-0' 11'-8' " 10'4' 12'-0' 11'-6' 10'-8• 9'4' 12'-0• 12'-0' 17-0' 12'-0' 12'-0' 12'-0 12'—:10` 0` 12'--:10 12'-0' 17-0' 12'-0' 11'-0 12•-0' 11'-r 12'-0' 10'-2` 12'-0' 11'-2" 104' 9'-0' 17-0' 10'-1• T-3" B'-2' 12•-0' 12'-0• 12•-0- 12'-0' 17-0• 17-0' 17-0' 10'-9' 17-0' . 11'-9" 11'-0" 9'-7" 10, 12'-0` 12'-0' 12'-0" 11'-2' 17-0• 12'-0' 1V-8' 10'-3• 12'-0• 11'-6' 10'-7" 9'-3' tr-0• 12'-0• 12•-0• 12'-0• 12'-0' 12'-0` 12•-0- 12'-0` 12'-0" 17-0' 12'-0' 11'-0- 12'-0` 11'-r 12'-0' 10'-2' 12' 0' 11'-1' 10 -3 9'-0' 12'-0' 9•-11' 9'-3' 8•-1 • 12'-0' 12'-0" 12' 0 12'-0` 12'-0' 17-0` 12'-0` 10'-B' 12•-0" 11'-8" 10'-10' 9'-7' 11' 12'-0' 12'-0' 1Y-0' 11'-2' 17-0" 12'-0" 11'-7' 10'-3' 12'-0' 11'4' ' 10'-7' 9'-3' 12'-0- 12'0" 12'-0' 12'-0• 12'-0` 12•-0• 17-0' 12'-0' 12'-0 12'-0' 12'-0' 0'-1 ' 12'-0' 11'-0 12'-0 10'-1' 12'-W 11'-1' 10'-3 8'-11' 12'-0' T-11- 9'-2' 8'-0' 12'-0 12'-0" 12'-0' 11'-10' 17-0 12'-0' 12'-0' 10'-8' 12'-0' 11•$• 1Q-10" 9-7' 12' 12'-0` 12'-0` 12•-0` 11 •-1 ` 12'-0 12'-0 Ira- 10'-z' 12'-0 11'4- 10 -s" 9'-2' 12'-0' 12'-0' 12'-0' 12'-0' 12'-(• 12'-0' 12'-0' 12'-0" 12'-0' 12'-0• 12•-0• 11'-0' 12'-0" 11' 6 12'-0` 10'-1' 12'-0 11'-0' ' 10'-2' 8'-11' 17-0' 9'-10' 9'-2" 81-0' 17.0• 12'-0" 12•-0• 11'-10' 17-0' 12'-0" 12'-0• 10 8 12'-0' 11' 6" 10'-10" 9' 6' NOW 12'-(Y 12'-0' 12'-0' 11'-9` 12'-0' 12'-0` 17-0' 10'-8' 12'-0" 11'x' 10'-1 9'-8' 12'-0• 12'-0" 12'-0• 12'-0' 12'-0' 12'-0" 12'-0' 17-0' 12'-0" 12'-0' 12'-0' 17 -0 - BEARING 12'-0' 12'-0' 11'-70` 10'-0' 12'-0• 11'.6' 10'-8' 9'4' 17-0' 10'-3' 9'-0` 8'-5' 12'-0' 12'-0• 12'-0` 12'-0' 12'-0' 17-0' 12'-0' 17-0' 12'-0' 11'-10 11'-1' FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C PROJECTION O.H.— SPAN TRIBUTARY WIDTH TABLE - CLEAR SPAN (FT.) MAX. 24• O.H. 6 7 8 9 10 11 12 13 14 15 16 17 1 18 1 19 1 20 1 21 ' 0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 1' 4 5 5 6 6 7 7 8 8' 9 9 10 10 1 11 11 12 TRIBUTARY TRIBUTARY = 2' S 6 6 7 7 8 8 9 9 10 10 11 11 12 12WIDTH 1/2 SPAN + O.H. h M ti Y CO Cp (1) CV CO Z Q O U rn J Q � I � w LL w w M w w co o U rn Z Co Co � QM c/)m ® ,-;I- rn �� o�FESSIq�� •' _ S5885 OF CAO1 03-13-15 DURALUM ROOM ADDITION AHJ APPROVAL REVISIONS uuu are DESOUTo w 4 STEL JOB 0 157072-1 DATE 31132015 DRAWN BY MAP CHECKED DKR 4 INCH ENCLOSURE SYSTEM 17 17 OF 28 SHEETS ti h� CV M ti CO CO co N CO Cr M z Q C17 O cozy w — w W M W M o _j U61a' Z a Q r00i v a) FESSI� S 5885 OF CAI -\F' 03-13-15 DURALUM ROOM ADDITION AHJ APPROVAL 1 f i REVISIONS MARK mn OESOI@i16V f E s < STEI JOB # 151072-1 s DATE 31132015 s DRAWN BY MAP i CHECKED DKR 2 4 INCH ENCLOSURE SYSTEM 18 18 OF 28 SHEETS i I� m Nr - .Ire r— (h co I`1 Cly N � w m-c) zz Z O U NT Q w 1 � Z Ll t"'ualsJLu _ w W ch M J M o U 0' Z co M rn ESS Igyq S 5885 OF CAO 03-13-1'5 DURALUM ROOM ADDITION AHJ APPROVAL REVISIONS -W DITE Mscpdp a 4 STEL JOB S 15.1072-1 DATE 31132015 DRAWN BY MAP CHECKED DKR 4 INCH ENCLOSURE SYSTEM 19 19 OF 28 SHEETS TABLE A: L.L. = 20 PSF BEARING WALL SYSTEM EXP. -B&C W/ WINDOW CHANNELS O MALE "H" - RACEWAY "H" © MALE "H" - RACEWAY "H" - MALE "H" o H -CHANNEL SPACING H-CHANNELN SPACING H -CHANNEL SPACING H -CHANNEL SPACING H -CHANNEL SPACING H -CHANNEL SPACING EE F- 110 MPH 120 MPH 130 MPH 110 MPH 120 MPH 130 MPH 30" 42' 1 48" 60' 30" 42" 1 48' 60' 30" 42" 48'60' 30• 42" 48" 60' 30' 42" 48"W12' 30" 42' 48' 60' 4, 12'-0• 12•-0" 12•-0• 11'-T- 12'-0• 12'-0' 17-0" 10'-T 12'-0' 11'-0" 10'-1 - 9'-6• _ 12'-0' 12'-0• 12'-0' 12'-0' 12'-0" 12'-0' 12'-0' 12'-0' 12'-0" 12'-0• 11'-0' 12'-0' 12'-0' 71'-9' 70'11' 12'-0' 11'-3' 10'-0' 9'-3• 17-0' 10'-2 9'-5' 8'-3' 12'-0' 12'-0' 12'-0' 12'_O 12'_0 12'_O 12'-0"12'-0' 11'-9" 11'-0' 9'-9' 5, 12'-0" - 12•-0' 12'-0• 11'-0" 12'-0' 12'-0'• 11'-1 ' 10'-0' 12'-0' 11•-7• 10'-9" 9•-5' 12•-0- 12•-0' 17-0- 17-0' 12•-0" 12•-0• 12'-0• 12'-0" 12•-0" 12'-0" 17'-0- 12'-0' 12'-0' 11'-9" 10 4' 12'-0 11'-3' 10 6' 9'-2' 17-0' 10'-1' 9'�' 8'-0• 12'-0' 12'-0' 72'-0• 12'-0' 12'-0' 12 W 12' 0'12'-0" 11'-9" 71'-0" 9'-8• 6' 12'-0• 12'-0' 77-0' 11'-3' 12'-0' 12'-0' 11•-9• 10'-4• 12'-0' 11'11' 10'-8" 9'-4 12'-0' 12'-0• 12'-0" 11'-1 " 12'-0- 12'-0" 12'-0" 2'-0" 12'-0- 12•-0• 17'-1- 72'-0' 12'-0' 71' 8" 10'-3' 12'-0' 11'-2' 10 4' - 9'-1' 17-0' 10'-1' 9'-3' 8'-2' 17-0' 12'-0' 12'-0' 11'-10' 12'-0'' 72'-0' 17-0".12'-0" 11'-9" 11'-0" 9'-8' 7, 12'-0• 12'-0• 17-0' 11'-2" 12'-0' 12'-0' 11'-9' 10'-3" 12'-0' 11'16* 10'-7' 9'-0' 12'-0' 12'-0" 12'-0' 11'=1 ' 12'-0' 12'-0' 12'-0• -O' 2'-0' 12'-0' 12•-0' 11'-1" 12'-0'17-0'11'-7" 10'-2' 12'-0' 11'1' 103' 9'-0 17-0 9'-11' 9'-3" 8'-1'12-0' 12'-0" 12'-0' 12'-0' 12'-0 12'-0" 17-0'12'-O" 11'-8' 10'-10" 9'-T 8, 12'-0" 12'-0" 17-0• 11'-1' 12'-0• 12'-0• 17'-8• 10'-2• 12'-0- 11'•4' 10'-T 9'-3• 12'-0'' 12'-0• 12'-0' 11'-1 12'-0" 12'-0' 12'-0" 12'-0' 12'-0' 12'-0• 12'-0" 11'-0- 12'-0' 12'-0' 11'11" 10'-1' 12'-0' 11'-1' 10'-2' 8'-11' 12'-0' 9'-11' 9'-2' 8'-0' 77-0' 17-0• 17-0' 12'-0' 12'-0' 17-0' 12'-0' 70'-8" 12'-0" 17'-8' 10'-10' 9'-7' 9, 12'-0" 12'-0" 12'-0' 11'-0' 12'-0" 12'-0' 11'-7' 70'-2' 12'-0" 11'-3' 10' b" 9'-2• 12'-0' 72'-0' 12'-0' 11'-9• 12'-0' 12'-0' 12'-0' 12'-0" 12'-0' 12'-0" 12'-0' 1 V -O' 12'-0" 12'-0' 11'x' 9'-11' 72'-0• 11'-0' '10'-T 8'-10' 17-0' 9'-10' 9'-1' 7'-11' 17-0" 12'-0' 17-0" 11'-10• 12'-0' 12'-0' 12'-0' 10'-7' 12'-0 11'-8' 10'-9' 9'-6' 10, 12'-0" 12'-0' 17-0' 10'-1 12'-0' 12'-0' 11'-6' 10'-1' 12'-0' 11'-3' 10'-4' 9'-1' 12'-0' 12•-0' 17-0" 11'-9' 12'-0" 12'-0' 12'-0' 17-0• 12'-0' 12'-0•. 12'-0' 10'-1 " 12'-0" 12'-0' 11'-3" 9'-10' 12'-0' 10'-10• 70'-1' 8'A' 11•-10' 9'-9' 9•-0" T-11' 17-0• 72'-0' 17-0' 17'-10' 1Z -O 12'-0' 17-0' 10'-T 17-0" 11'-7' 10'-9" 91-6 11' 12'-0' 12'-0' 17-0' 10'-9• 12'-0' 12•-0" 17•-4• 9'-11" 12•-0' 11'-2' 10'4' 9'-0' 12•-0' 17-0' 17-0" 11•-8' 12•-0' 12'-0" 17-0" 17-0' 12•-0' 12'-0' 12'-0' 10'-1 12'-0• 17-0' 11'-3" 9-9" 12'-0' 10•-10' 10-0 8' 8' 11'-10' 9'-9' 9'-0' T-10' 17-0' 12'-0' 12'-0' 17'-9' 12'-0' 17-0 11'-10 10'-T 12'-0' 11'-T 10'-9' 9'-5' 12' 12'-0' 17-0' 17-0 10'-8' 12'-0' 12'-0' 11'-3' 9'-10' 12'-0' 11'-1' 10'-3' 9'-0' 12'-0' 12'-0' 12'-0' 1113 12' 12'-0' 12'-0' 12'-0' 12'-0' 12'-0' 10'-9" 12'-0" 17-0' 11'-2' 9' 8' 12'-0' 10'-9' 9 -11 8'-T 11'-9' 9-8* 8'-9' T-9' 12'-0' 12'-0' 12'-0' 11'-9' 12'-0' 17-0' 11'-10 10' 6' 12'-0' 11'-T 10'13' NOW 12'-0- 12'-0' 12'-0' 17'-8" 17-0' 12'-0' 12•-0' 10'-8' 17-0" 11•-9' 10'-1 . 9'-7• 12'-0" 17-0• 12'-0' 17-0' 12'-0' 12'-0' 12'-0" 12'-0" 12'-0' 12'-0' 12'-0' ERRING 12'-0' 17-0' it' -10" 10'-b' 12'-0' 11'-4' 10•-7' 9'-3' 17-0' 10'-2' 9'16• 8'-0' 12'-0' 12'-0' 12'-0' 12'-0' 12'-0' 17-0' 12'-0' 10'-70" 12'-0" 11'-10' 11'-1' FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C i I� m Nr - .Ire r— (h co I`1 Cly N � w m-c) zz Z O U NT Q w 1 � Z Ll t"'ualsJLu _ w W ch M J M o U 0' Z co M rn ESS Igyq S 5885 OF CAO 03-13-1'5 DURALUM ROOM ADDITION AHJ APPROVAL REVISIONS -W DITE Mscpdp a 4 STEL JOB S 15.1072-1 DATE 31132015 DRAWN BY MAP CHECKED DKR 4 INCH ENCLOSURE SYSTEM 19 19 OF 28 SHEETS u cjM (D CO �i U) N CO LUM Z Q 01 O C) �{ Q Q U) ~ wt� l� W 2E M f®"v W w M � J M o U rn Z °C) co Q co co 07 m cFESS1( Y, S5885 OF CA0- 03-13-15 DURALUM ROOM ADDITION AHJ APPROVAL REVISIONS .wek o..h DESCWTM j i i 1 i 4 STEL JOB n 15-1072-1 DATE 31132015 I DRAWN BY kw CHECKED DKR 4 INCH ENCLOSURE SYSTEM I 20 1 20 OF 28 SHEETS A B C D E - F G H 1 J TABLE A: L.L. = 25 PSF BEARING WALL SYSTEM EXP. B & C W/ WINDOW CHANNELS O5 MALE "H" -RACEWAY "H" ©MALE "H" -RACEWAY "H" -MALE "H" 2 <_ o_ H CHANNEL SPACING H CHANNEL SPACING H CHANNEL SPACING H CHANNEL SPACING H -CHANNEL SPACING H -CHANNEL SPACING 110 MPH 120 MPH 130 MPH 110 MPH 120 MPH 130 MPH 30" 42' 48" 60' - 30" 42" 48" 60' 30' 42" 48' 60' 30' 42" 48' 60' 30• 42" 48' 60' 30' 42• 48' 60" 4, 12-0tr-0 tz-0 1r6 1z-0 12-0" 12-0ioa• 170 1r� 1o' -s 9 6 12 -0 1r -0 12' -Cr 17-0 72'-0 12'-0' t7-0 1z-07z-0tz-0 12-0 11-0' 12'-0• 12'-0' 11'-9' 10'4' 12'0' 11'-3" ' 10'-6' 9'-2' 12'-0" 10'-2•' 9'-5" 8'-3' 12'-0' 12'1• 12'-0' 12'-0" 72'-0' 72'1' 12'-0' 10'-10' 12'-0" 11'-s"' 71'-0• 9'-9" 5' 12'-0• 12'-0' 12'-0' 11'-4' 12'-0' 12'-0" 11'-1 ' 10'-0• -9-1'• 12'-0' 11'-T 10'-s' 9'-b' 12'-0' 12'-0' 12'-0" 12'-0' 12'-0' 12'-0' 12'-0' 77-0' 12'-0• 12'-0' 72'-0• 10'.1 ' 12'-0' 12'-0' 11'-6• 104' 12'0' 11'-2' 10'4• .12-1- 10'-1• 9'4' 8'-2 12-0. 12'-0" 12'-0' 12'-0" 12'1' 12'-0' 12'-0' 11'-0• 9'$" 6, 12'-0• 12'-0' 12'-0' 11'-3" 12'-0' 12'-0" 11'-9' 10'4" 12'-0' 11'-6' 10'-6' 9'4' 12'-0' 12'-0' 12'-0• 12'-0" 12'-0' 17-0" 12'-0" 12'-0' 12'-0' 12'-0' 12'-0' 11'-t" 12'-0' ' 12'-0' 11'-6" 10'-3• 12'-0• 11'-Y 10'-4• 12'-0' 10'-1' 9'-3' 8'-2' 72'-0' 12'-0• 12'-0• 11'-10• 12'-0'' 12'-0' 12'1' 10'-9' 72'-0" 11'-9' 11'-0' 9'-T 7, 12'-0• 12'-0' 12'-0• 12'-0' tt'A• 10'-3' 17-0' 11'-6' 10'-T 9'-3' 12'-0" 12'-0' 12'-0" 12'-0' 12'-0' 72'-0' t2'-0' 12'-0" 12'-0' 11'-t' 3 -0' 11'-7' 10'-2" 120 11'-7 10'-3' 9-0 12'-0' 9-11' 9'-z' 8'-1' 12-0 1Y-0" 12'-0' 12'-0' 12'-0' 12'-0 17' a 10'-10' 9'-7' 8, 12'-0• 12'-0' 77-0' 11'-1' 17-0' 72'-0' it' -T 10'-2 12'-0' 11'4' 10'-0' 9'-2' 12'-0' 72'-0' 12'-0' 17-0' 12'-0' 12'-0' 12'-0' 17-0• 12'-0' t2'-0' 17-0' 11'-0' 12'-0' 12'-0' 11'-6" 72'-0' 11'-0' 12'-0' 9'-10" 9'-2' 12'-0' 12'-0" 12'1' 12'-0" __121 17-0• 12'0' 10'-10" 9'-0" 9, 12'-0' 12'-0' 7z-0• 11'-0' 12'-0' 12'-0' 11'-7" t0'-7• 12'-0' 11'-3" 10'-6' 9'-1' 12'-0' 12'-0• 12'-0' 12'-0' 12'-0' 12'-0' 72'-0" t2'-0' 12'-0' 77'-0' 12'-0" 12'-0' 11'4' 9'-11' 12'-0' 11'-0" 9'-2" 6'-10" 11'-10 9'-10" 9'-1' 7'-11' 12'-0' 12'-0" 12'-0' 11'-10' 12'-0' 77-0' 12'-0' 10'-T 12'-0" 71'-6• 9'-0" 10, 12'-0" 17-0•, 17-0' 10'-1 12'-0• 12'-0" 71'-6" 9'-17• 12'-0" 11'-2' 10'-4' 9'-0" 72'-0' 12'-0' 12'-0' 72'-0' 12'-0" 72'-0' 72'-0' 12'-0' 12'-0" 72'-0' 17-0' 10'-1 " 12'-0" 12'-0 11'-3' 9'-1Q 12'-0' 11'-10 9-1' B' -B" 11'-10' 9'-9' 9-0' T-10" 12'-0' 12'-0' 17-0" 11'-10' 12'-0" 12'-0 10'-T 11'-7 10'-9' 9'6' ,�,�, 12'-0' 17-0' 1r-0' 10'-9" 11'-1 11'4" 9'-10" 11'-2' 10'-3' 8'-11' 12'-0• 12'-0• 12'-0" 12'-0• 12'-0' 12'-0" 12'-0' 17-0' 12'-0" 17-0' 17-0' 10'-1 ' 12'-0" 12'-0'9-9' 12'-0' 10-9 9-11' 8' a' 11'-9' 9'� 9'-11" T-10' 12'-0" 12'-0• 12'-0' 11'-9' 12'-0' 17-0" 12'-0' 10' 6 12'-0" ll' -7- 1'-T 10'-9' 9'-5' 12, 12'-0' IT-WE 2'0' 10'-6' 1r-0' 11'A' 11'-3' 9'-9' 12'-0• 11'-1• 10'-3' 8'-8' 12'-0' 12'-0' 12'-0" 12'-0• 12b' 12'-0' 12'-0' 12'-0' 12'-0• 12'-0' 12'-0' 10'-9' e -0'119'-6•12'-0'10-9'9'-10'8'-T9�•6'-11'T-12'-0'12'-0'12'-0'11'-9'12'-0'12'-0'12'-0'10'-6"12-0"11'-6•95- 12'-0' 12'-0' 12'-0' 12'-0' 12'-0' 10'-10' 12'-0" 11'-10' 11'-1• 9'-s' NON -12' -0"72' g2'-O' -0'11 -812' -0•12' -0"12' -0•10' -8'17 -0'11'$'70' -1'9' -T17 -0'12'-0'12'-0G12'-0"' 11' 10'6• 12'-0• 11'4' 10'-T 12'-0' 10'-3• 9'-5' 8'4' 12'-0' 12'-0 4 6 6 7 CV ti ) CO � ZQ rn c'Q, � U rn LLI W :E M W w�M , MJ U 6' CC) Z o Qcc) � rn Q�FESS Iq�,;�! �o S5885 � OF CA0� 03-13-15 DURALUM .ROOM ADDITION . AKI APPROVAL ' REVISIONS .1 ugh o[sfmrtroN 4 sTEL JOB n is -tuna DATE - 3173015 • 12'-0' 12'-0' 12'-0' 12'-0' 12'-0' 10'-10' 12'-0" 11'-10' 11'-1• 9'-s' FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C 4 DRAWN BY MAP CHECKED DKR 4 INCH ENCLOSURE SYSTEM 21 l n 21 OF 28 SHEETS - t I' TABLE A: L.L. e c 1 • TABLE A: L.L. = 30 PSF. BEARING WALL SYSTEM EXP. B & C W/ WINDOW CHANNELS Q= 1O EQUAL "H" CHANNEL O2 RACEWAY CHANNEL g c s H -CHANNEL SPACING 110 H -CHANNEL SPACING H CHANNEL SPACING H -CHANNEL SPACING H -CHANNEL SPACING H -CHANNEL SPACING ~ MPH 30" 42" 48" 120 MPH 130 MPH 110 MPH 120 MPH 130 MPH 1 60- 30" 42" 48" 60 30" 42" 48' 60" 30' 42" 48" 60- 30" I 42" 48" 60' 30' 42' 48" 60' 9'-6' 8'-9- 7'-0• 10'-9' 8'-7' 7'-10" - 12'-0' 12'-0' 11'-4' 9'-9' 12' 10'-7" 9'�' 8'-3' 11'-9' 9'-6' 8'-8' 12'-0' 10'-2' 9'-7' 7'-8" 10'4' 8'4' 7'-7' - 9'-9' T-10" T-2" - 12'-0' 10'-6' 9'-0' 6'-2" 11'-4" 9'-2" 8'-5' T-2' ta-8' 8'-T 7'-5' 7'-10" - 5, 11'-7 9'-2' 8'4' - 11'-8' 9'4' B'-6' - 10'-T 8'-3' T-6' - 12'-0" 12'-0- 10'4' 8'-10" 12'-0' 10'4` 9'-5" 8'-i• 11'-T 9'-3" 8'-6• 7•_1- 6 12'-09'� 8'-9' 6'-11" 10'-2' 6'-2' T-3" - 11' 6' 8'-B' T-8' - 9'-T 10' 4' T-3' - 8'-0' 7'4' - 17-0' 10'-3' 9'4' 8'-0' IV -3"r-9'-0' 8'-0' T-0" la -T 8'-5' 7'-8" - 11'$' 8'-6' T-7' - 70'-1' T-9' 7'-1" - - 12'-0" 17'-2' 10'-2' 8'-5' 12'-0" 10'-2' 9'-3- 7•-6' 11'-0' 9'-2" 8'-2- 6'-1 7 12'-0 9'-5' 8'-0' - 11'-3" 8'-3' r-13" 9'-0• T-0' _ T-5' - 9'-8" 7'-T - - 12'-0 10'-1 91-8" 8'-3' 12'-0' 10'-0' 8' 8' T-2' 11'-3' 8'-10' 8'-0' 8 12'-0' ' B' -T T-3' - 11'-3' 8'-1" - - 8'-70 9'A" 6'-10' - T-2• - 17-0' 9'-10 T 8'-6"1a4` 7'-9" 6'-11' - 11'-i• T-3` - - 9•-0" T-0' - - - - 12'-0" 10'-6' 9'-6' 7'� 12'-0' 9'4" 8'4- 11'-2' 8'-8• T-10' - 9, 71•-9' 7'-10` - - 10' 4' T4' - - 8'-6" 9'-7 - - - - - 12'-0- 12'-0' 9'-8' 8' B•-5" T -T - 9'�' T-6" 6'-70" _ 10'-10 ' - - 9'4" - - - - 10' 4 -3- 9'' 6'-10 -0 12'-0' 9'" 8'-2" 10'-9• 8'-6' 7'-3' 0, 11'-7" T-8" 9•-11" - - - 8'-5• g.-0. - - - - - 10'-B" 8'-3' - - 10'-2• _ - - 9'-2' - - - - 12'-0" 70'-2- 12'-0• 8'-10" 7'-8' - 10'x' T-10' - - - - - B'J' - - - 111-10' 8'�' 7'4' - 1a4" 7'-7" 7'-0' - 9'-5' 7'-3' 8•-5' _ _ _ - - - 12'-0' 9'-3' '-10" - 11'-3' 6'-8" 6'-10' - 1a-7"- 2- � g•_11• 12'-0' 8'-7• - - 10'-3- 7'-S" 6'-10" - g•_2. - - - '12, 9'$' - - - _ _ - 8-0' - - - 12'-0• 9._1. .-8. _ 11'-2' B' -T - _ g,_g 7'_1, NON- 12'-0' 11'4' 10'-7' 9'-7' 8."3. - _ _ 2'-0" 9'-9' 9'-0- 7'-10' 7''8•9'- 6'-10' B.I.- 6'-11' 12'-0' BEARING 12'-0' 9'-8" B'-10 T-9' 10'-7 8'-6" T-10' T-10" 9'-11• 8'-0' T4' - 11'-8' 0'-1' 12'-O:-Al0'-10' 9'-10' 8'-6' 12'-0' 9'-8' 8'-10' T -T 13'-1" 10'-8' 9'-9' 8'-S" 11'-7' 9'4' 9'-0' 7'-9' 10•_10• 8'-9' <_ O3 EQUAL - MALE "H" CHANNELS ® MALE - EQUAL - MALE "H" CHANNELS �o H -CHANNEL SPACING H -CHANNEL SPACING H -CHANNEL SPACING H -CHANNEL SPACING H -CHANNEL SPACING H -CHANNEL SPACING F 110 MPH 30" 42' 120 MPH 130 MPH 110 MPH 120 MPH 130 MPH 12'-0' 12'-0" 48' 60- 2'-0' 30' 42" 48• 30"W8-11 60" 30' 42' 48' 60- 30' 42' 48" 60• 30' 42• 48' 60" 4, 12'-0' 12'-0' 9'-8' 11'-2' B'-10 12'-0' 12'-0' 1'4' 12'-0' 12'-0" -3' 12'-0` 17-0" 17-0' 12'-0' 12'-0' 12'-0' 17-0` 11'$" 77-0' 12'-0' 17'-1 10'-7' 12'-0 7-0' 9'-6' 10'-9' 9'-11'''7'-5` 12'-0' 12'-0• 181-9!* 12'-0'12-0" 12'-0' 11'-7- 12-0" 12'-0' 11'-9' 10'-4 77-010'-7' 94' 5, 11'-1 8'-9' 11'3' 12'-0` 10'$''` 12'-0' -1' 12'-0" 1-0 17-0' 12'-0" 17-0' 11'$• 17-0' 17-0' 11'-9" 10'x'12'-0-12'-0' 17-0' t2'-0' 7-0' 9'-5• 17-0' 12'-0' 11'-7'T4' 12'-0" 12'-0' 17-0' 11•-0" 170- 12'-0' '11 --8- 10'4- g•_3- 6, 11'-10 11'-012'-0' 11'-1' 8'-8' 107' 9' B"T-10 12•-0' 0'-10" 10'-1• 8•-0' 12•-0• 17-0' t7-0' 17-0' 12'-0' 17-0' 12'-0- 71'-9' 10'-T12'-0' 17-0' 12'-0' 1'-19'4' 12'-0 11'1 11'-8' 9'-5- 8'-9• T-3" 12'-0- 12'-0` 17-0' 11'-T 12'-0" - 10'-3` 17-0- 11-3' 10' 6"93 11'-8' 10'-108-0' 1'-0 B'�' 12'-0' 10'x' 97' 12'-0'17-0 17-0 1Y-0" �12111'-T 17-0' 11'-8' 12'0' 17-0' 11'$' 1a -T12-0" 8 12'-0' 12'-0' 1'-9 9'-T T-9' 12'-0' 1'-9 0'-1 ' 6'-5' 11'4' 12'-0' 94' 8'-8'6'-1 0' 8' 12•-0' 12-0' l2 11•-6' 12'-0" 10'-2'. 17-0' 11'-3" 10'-0" 9'-2' 12'-0" 11'-7' 17'$ 8'-S 12'-0' 10'4• 9'�' 9'-10' T-10` 12'-0' 12'-0' 17-0' 12'-0' 17-0' 12'-0" 17-0' 11'$ 17-0' 12'-0' 11'-1 ' 10' 6' 17-0' 12-0 V-8:.-9'-1' T-8` 17-0- 11'$' a-9- 8.4- 11'4' 12'-0' 9'-3' 8'-7" 0--7' - 12•1" 12'-0" 12'-0' 11.4' 12'-0' 17-0- 11'-6• 10'-T 17-0' 11'-7' 10'4• 9'-t- 9, 12'-0' 11'�i" 10'- 8'-3' 12'-0' 10'-3' 9'-S 9'-9" T-3" 12'-0" 17-0• 12'-0" 12'-0" 1Y-0• 12'-0- 17-0' 11•$' 17-0' 17-0• 11'-9 10'4' 10,12'-0' 12'-0' 1'-T 91-0' T-0^ 17-0' 11'-T 10'-B" F-8" 11'-3• 12'-0 9'-3' 8'-6' a-0 - 12'-0' 1Y-0' 17-0' 11'-3' 12'-0' 12'-0' 11'-0' 10'-1' 17-0' 11'-T 10'4- 9'-1' 12'-0' 71'4 10'6 Tom' 12'-0 10'-2' 94• T-0" 9'-5" T-7' 12'-0` 1T-0' 17-0' 170' 17-0' 12'-0' 17-0' 11'4' 12'-0' 12'-0' 11'A" 1a4' ,1 1, 12'-0- 12'-0' 1'4' 8'-3' 17-0' 11'-6' 10'-7' 7'-T 11'-2' 12'-0" 9'-2' 8'-5' 0'-2' 9'4' - 12'-0' 12'-0" 17-0' 11'-3 --12-0' 12'-0' 10'-1' 17-0 11'-1' 7p'_3 g_p- 12'-0" 11'-3' 10'4 T -T 12'-0' 10'-1' 9'-3' 6'-10 11'-2' T-0' 12'-0- 17-0- 12'-0' 12'-0- t 2'-0' 12'-0" 12'-0' 11'4' - 12'-0' 12'-0- 11 •-0- 1 a-3' 12'-0' 12'-0 t'-3 8'-r 17-0 11'4' 0'� T 6 9'-1' 8'4' - 12'-0' 12'-0` 12'-0' 11'-2' 12'-0' 17-0' 114' 9'-11' 17-0' 11'-1' 10'-3' 8'-11' 12 12'-0" 11'-2' 10'-3 T6' 12'-0' 9'-11' 9'-0'8'-3' 12' 0 a-1" 9'-3 6'-11 12'-0" 12'-0" 12'-0' 12'-0- 12'-0' 12'-0 12'-0' 11'-3' 17-0' 17-0' 11'-7' to -2' NON- 17-0' 12'-0' 7-0' 11'-0' 77-0' 12'-0' 11'-0' 1a-2' 12'-0" - 12'-0' 12'-0" 17-0' 11'-1' 12'-0' 17-0' 11'-3' 9'-10- 17-0' 11'-0' FARING 17-0' 12'-0` 11'-3• 9•-11 12'-0" 10'-9" 10'-1' 8'-10' 11'-2' 10'4' 11'-8' 9'-7' 12'-0" 12'-0• lr-0• 1Y-0' 17-0' 12'-0• 12'-0' 11'$` 1r-0• 1r-0• 1z'-0• 1o• -r 9' 8- 9•-0' T-11 12•-0' 17-0' 12'-0" 11'-T 12'-0' 12'-0" FIGURE INDICATES EXPOSURE B r FIGURE INDICATES EXPOSURE C /11 yT rr ch s � N f` iL1 GSD 6 U) CIJ M � W < f�i Z Lu ' � Lu Z Lu W W co C:> U rn Z � Q M U) C3*) S 5885 i OF CAO 03-13-15 DURALUM ROOM ADDITION AHJ APPROVAL i i f d R REVISIONS wwt mn ocscpl n f 8 5 c g�g 4 STEL JOB # 15-W72.1 3 S DATE 3113001S `D I DRAWN BY 1JAp CHECKED - DKR 5 2 & 4 INCH 4 ENCLOSURE SYSTEM G 24' 7 24 OF 28 SHEETS Y 0 F Gli, H 0 I J - ~ ENCLOSURE SYSTEM & LENGTH(L) TO PROJECTION P RATIOS _ 'H' =- ENCLOSURE HEIGHT, FASTENER_ : %' 0 LAG SCREW @ 16" O.C. MAX. (SEE DETAIL O1 ,'THIS SHEET)' i CE) STRUCTURE SEE TABLES RLL = 10 psf ~ H = 9'-0" H = 12'-0", I ROOF PANEL HANGER, R SEE DETAIL 1D ` Yt d z 0 �I• W RLL = 20 psf- _ ^� LL LFNGTH (I-) I f PLAN VIEW = RLL = 25 psf H = 9'-0" H = 12'-0" (E) WALL SHEATHING, (E) 1" THICK STUCCO WHERE OCCURS OR WOOD SIDING (E) 2x4 STUD (MIN.) (N) LAG SCREW (SEE @ 16' O.C. (MAX) TABLES) W/ 2• STANDARD WASHER, CENTER LAG SCREW AT MID -HEIGHT TRIB WIDTH 110.8 110-C 120-R 120.0 130 R 110 C Y ti Yt PLAN VIEW = RLL = 25 psf H = 9'-0" H = 12'-0" (E) WALL SHEATHING, (E) 1" THICK STUCCO WHERE OCCURS OR WOOD SIDING (E) 2x4 STUD (MIN.) (N) LAG SCREW (SEE @ 16' O.C. (MAX) TABLES) W/ 2• STANDARD WASHER, CENTER LAG SCREW AT MID -HEIGHT TRIB WIDTH 110.8 110-C 120-R 120.0 130 R 110 C Y ti (h.. ' t � f` (l co Op O) M ZQ rn o U rn `I QWX � Q c/) W W 2 co W W cM m J co o U Cn Z co00 Cr rn f Ess I(� K F S 5885 0F CAl1E 03-13-15 )DURALUM ROOM ADDITION ' AHI APPROVAL I REVISIONS - -DATE- -- -'•rou- 4 STEL JOB C - 15-1072-1 _ DATE 31132815 DRAWN BY 14AP CHECKED DKR ; '2&4 INCH ENCLOSURE SYSTEM 25 25 OF 28 SHEETS d ^- a 2 i e OFHANGER , - RLL '=30psf r L _ - _ 1 PENETRATIDN H = 9'-0" H = 12'-0" ` MIN.. - TRIB TRIB r - ' `- - (N) ROOF PANE_ L WIDTH 1107P110jC 1208 120.-C 130,.8 130,-C _.: WIDTH 1.10,.8 -110;.0 420, B. 120,.0.130; R 130; C - HANGER 5 1.00 1.00 1.00 1.00 1.00 1.09 S 1.00 1.03 1.02 1.19 1.16 1.37 6 1.00 1.00 1.00 1.05 1.02 1.19 6 - 1.00 1.13 1.12 1.32 127 1.53 f 7 1.00 1.01 1.00 1.16 .1.12 1.33 7 1.07 ' 125 123 1.48 1.43 1.76 ` - . 8 1.00 1.12 1.10 1.30 126 1.51 8 1.19 1.41 1.39 1.71 1.64 2.10 + 9 1.11 1.30 129 1.55 1.49 1.86 9 1.40 .1.72 1.69 2.18 2.07 2.96 � DETAIL " 10 1.24 1.49 1.46 1.82 1.74 2.27 10 1.62 2.06 2.01 2.83 2.61 4.83 lil 11 1.53 1.91 1.87 1.00 2.36 3.79 11 T-13 3.11 2.96 8.16 5.60 NP (N) ROOF PANEL HANGER TO (E) STUD WALL FRAMING 12 2.75 sss 4ss NP NP NP 12 NP NP I NP I NP NP NP 13 1 NP NP I NP I NP I NP NP 13 NP NP I NP I NP NP NP BUTTE GnL :Tv ;;, -_i : + • F : 3tRVICES cew"t NCE • DATE _ •- _ .. _ +. (h.. ' t � f` (l co Op O) M ZQ rn o U rn `I QWX � Q c/) W W 2 co W W cM m J co o U Cn Z co00 Cr rn f Ess I(� K F S 5885 0F CAl1E 03-13-15 )DURALUM ROOM ADDITION ' AHI APPROVAL I REVISIONS - -DATE- -- -'•rou- 4 STEL JOB C - 15-1072-1 _ DATE 31132815 DRAWN BY 14AP CHECKED DKR ; '2&4 INCH ENCLOSURE SYSTEM 25 25 OF 28 SHEETS d ^- a 2 i e A B C o D E F SECTION # G H I J 30 MULLION TYPE H -CHANNEL 1 0.68 0.71 RACEWAY 2 0.68 0.67 H -CHANNEL + Q 0.95 0.91 _ MALE CHANNEL MALE CHANNEL + HCHANNEL 3 0.88 MALE CHANNEL + ® 0.93 0.90 RACEWAY + MALE CHANNEL MALE CHANNEL ® 0.96 MALE CHANNEL + H -CHANNEL + MALE CHANNEL + RACEWAY 5 0.95 MALE CHANNEL Q 0.96 0.94 HCHANNEL + SR POST + MALE CHANNEL © SNOW DRIFT AND SLIDING DESIGN THE MAXIMUM ALLOWABLE TABULATED SPANS FOR WALL MULLIONS USED IN THE CONSTRUCTION OF ATTACHED RESIDENTIAL PATIO COVER ENCLOSURE SYSTEMS " MUST BE ADJUSTED WHERE SNOW DRIFTING AND SLIDING ARE REQUIRED SEE TABLES ON THIS SHEET. FOR APPLICABLE REDUCTION FACTORS. ATTACHED COVER DESIGN ASSUMPTIONS Lu = 20'-0" MAX" ) r hd = 0.043 (Lu)0'3 (SL + 10)0-s- 1.5 sNDv nRrFT ` hc=3'-6"MW• hd he GROUND SL, psf hd, ft. f 25 1.34 PROPOSED PATI❑ (E) STRUCTURE , 30 1.43 <-- MAXIMUM USED IN.DESIGN ENCLOSURE W = 4hd = T-0" SYSTEM STEP 1 : DETERMINE MAXIMUM ALLOWABLE WALL MULLION HEIGHT. STEP 2: MULTIPLY MAXIMUM ALLOWABLE WALL MULLION HEIGHT BY THE APPROPRIATE HEIGHT REDUCTION FACTOR SHOWN IN TABLES 1 AND 2. STEP 3: HIGHUGHT TABULATED MAXIMUM ALLOWABLE WALL MULLION HEIGHT AND SHOW MODIFIED SPAN DETERMINED IN STEP 2 ON THE SAME SHEET. TABLE 1 2 -INCH WALL MULLION REDUCTION FACTOR J REDUCTION GROUND MULLION TYPE SECTION # SNOW LOAD, DO 25 30 MULLION TYPE H -CHANNEL 1 0.68 0.71 RACEWAY 2 0.68 0.67 H -CHANNEL + Q 0.95 0.91 _ MALE CHANNEL MALE CHANNEL + HCHANNEL 3 0.88 MALE CHANNEL + ® 0.93 0.90 RACEWAY + MALE CHANNEL MALE CHANNEL ® 0.96 MALE CHANNEL + H -CHANNEL + MALE CHANNEL + RACEWAY 5 0.95 MALE CHANNEL Q 0.96 0.94 HCHANNEL + SR POST + MALE CHANNEL © 0.97 H -CHANNEL © 0.93 0.93 H -CHANNEL + SR POST + RACEWAY � 0.91 . RACEWAY 0.93 0.93 TABLE 2 44NCH WALL MULLION } J REDUCTION FACTOR GROUND MULLION TYPE SNOW LOAD, psf 25 30 H- CHANNEL 1 0.69 0.67 RACEWAY 2 0.69 0.68 MALE CHANNEL + HCHANNEL 3 0.88 0.87 MALE CHANNEL + H -CHANNEL + MALE CHANNEL ® 0.96 0.96 MALE CHANNEL + RACEWAY 5 0.95 0.91 MALE CHANNEL + RACEWAY + MALE CHANNEL © 0.97 0.97 H -CHANNEL + SR POST + RACEWAY � 0.91 . 0.98 TABLE 3 TOP TRACK REDUCTION FACTOR GROUND TOP TRACK TYPE SNOW LOAD, psf 25 30 H- CHANNEL 0.860.85 RACEWAY 0.87 0.85 4 ti M if NCC) c/)� M M \� .z Q CT) 0 C) is Q� 1 UwLL _ w 2 M ww M M J M C5 U C' z°O ® Q co cyi rn o ESS Iq� ' S5 85 - 1 ,r OF CALIF 03-13-15 DURALUM ROOM ADDITION AHJAPPROVAL REVISIONS uuu - wre Dein 7= i 4 STEL JOB R 157072-1 DATE Y13MiS DRAWNBY MAP CHECKED DKR 2 & 4 INCH ENCLOSURE SYSTEM 26 26 OF 28 SHEETS f } J 4 ti M if NCC) c/)� M M \� .z Q CT) 0 C) is Q� 1 UwLL _ w 2 M ww M M J M C5 U C' z°O ® Q co cyi rn o ESS Iq� ' S5 85 - 1 ,r OF CALIF 03-13-15 DURALUM ROOM ADDITION AHJAPPROVAL REVISIONS uuu - wre Dein 7= i 4 STEL JOB R 157072-1 DATE Y13MiS DRAWNBY MAP CHECKED DKR 2 & 4 INCH ENCLOSURE SYSTEM 26 26 OF 28 SHEETS f J ATTACHMENT DETAILS FOR INSULATED'STRUCTURAL SANDWICH PANELS ROOF SLOPE SHALL BE 1/4' 12' MIN. .740' T=0.060' 3.200' OR FOR FASTENERS APPROVED 3' OR 4 y,' 4,450' 3" OR 4Y" APPROVED STRUCTURAL SANDWICH PANEL SEE TABLE BELOW INSUL. ROOF PANELS HEADER BEAM AND ENCLOSURE WALL SYSTEMS MUST BE ICC ES AND/OR ES ALL FASTENERS LISTED UNDER 2012 IBC, 2012 IRC AND/OR 2013 CALIF. BLDG: 8 RESIDENTIAL SEE DETAIL Q1 ' CODES. SHEET 25 OPTIONAL DECORATIVE FASCIA (WOOD, ALUM. OR HARDBOARD) SEE TABLELBB0'-- BELOW FOR FASTENER EXTRUDED EXTRUDED ALL FASTENERS SEE TABLE BELOW IR3' GUTTER DRIP EDGE 3" OR 4.25" HANGER CHANNEL SEE DETAIL ( ' ALUM. ALLOY 6063-T6 SHEET 26 OPTIONAL ON -STRUCTURAL FASCIA TOP TRACK OPTIONAL N14 SMS 2 32' O.C. 4 WALL MULLION RAIN GUTTER 4 MIN. PER EACH JOINT PANEL TO HEADER CONNCECTION FASTENER TABLE D o E F G o H I 5' 1 1 6' 1 1 1 1 1' 2 7' 1 1 1 2 2 2 8' ATTACHMENT DETAILS FOR INSULATED'STRUCTURAL SANDWICH PANELS ROOF SLOPE SHALL BE 1/4' 12' MIN. .740' T=0.060' 3.200' OR FOR FASTENERS APPROVED 3' OR 4 y,' 4,450' 3" OR 4Y" APPROVED STRUCTURAL SANDWICH PANEL SEE TABLE BELOW INSUL. ROOF PANELS HEADER BEAM AND ENCLOSURE WALL SYSTEMS MUST BE ICC ES AND/OR ES ALL FASTENERS LISTED UNDER 2012 IBC, 2012 IRC AND/OR 2013 CALIF. BLDG: 8 RESIDENTIAL SEE DETAIL Q1 ' CODES. SHEET 25 OPTIONAL DECORATIVE FASCIA (WOOD, ALUM. OR HARDBOARD) SEE TABLELBB0'-- BELOW FOR FASTENER EXTRUDED EXTRUDED ALL FASTENERS SEE TABLE BELOW IR3' GUTTER DRIP EDGE 3" OR 4.25" HANGER CHANNEL SEE DETAIL ( ' ALUM. ALLOY 6063-T6 SHEET 26 OPTIONAL ON -STRUCTURAL FASCIA TOP TRACK OPTIONAL N14 SMS 2 32' O.C. 4 WALL MULLION RAIN GUTTER 4 MIN. PER EACH JOINT PANEL TO HEADER CONNCECTION ALUMINUM SKINS IRP TOP L BOTT. 0.024' NOTE: THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED IN THIS EVALUATION REPORT MUST BE"ICC-ESR 1230 EVALUATION'REPORT AND/OR' DURALUM PRODUCTS INC. CALIFORNIA FBH APPROVAL FOR PATIO COVERS COMPLYING WITH THE 2012 INTERNATIONAL BUILDING CODE AND/OR 2013 CALIFORNIA BUILDING CODE, WHICH MUST BE SUBMITTED WITH THE DURALUM PATIO ENCLOSURE DRAWINGS INDICATED IN THIS REPORT- NOTE: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED J .i r� r Nti � M ''j C codV1. O U rn Q Lu i 0wu- U) M LLI UJ co co CO z M Q M U) Cy; rn FFSSI O q S 5885 t — i OF CALIF 03-13-15 DURALUM ROOM ADDITION AHJ APPROVAL k 1 C 7 Q s REASKM t • wnK are oESCRUnM - 3 s 4 STEL JOB 9 15-1072.1 6 DATE Yimot5 p t DRAWN BY MAP CHECKED DKR K I 2 & 4 INCH 3 ENCLOSURE SYSTEM 27 27 OF 28 SHEETS FASTENER TABLE NUMBER OF NO.14 TEK OR SMS SCREWS PER FOOT OF WALL HANGER AND BEAM LENGTH TRIB. WIDTH 110 MPH EXP. B EXP. 120 MPH C EXP.' B EXP. I 130 MPH EXP. B EXP. C 5' 1 1 6' 1 1 1 1 1' 2 7' 1 1 1 2 2 2 8' 1 1. 2. Z 2. 2- 9' 1 2 2- 2 2 2 10' 1 2 2 2 2 2 11' .2 2 2 2 2 3 12' 2 2 2 2 2 3 ALUMINUM SKINS IRP TOP L BOTT. 0.024' NOTE: THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED IN THIS EVALUATION REPORT MUST BE"ICC-ESR 1230 EVALUATION'REPORT AND/OR' DURALUM PRODUCTS INC. CALIFORNIA FBH APPROVAL FOR PATIO COVERS COMPLYING WITH THE 2012 INTERNATIONAL BUILDING CODE AND/OR 2013 CALIFORNIA BUILDING CODE, WHICH MUST BE SUBMITTED WITH THE DURALUM PATIO ENCLOSURE DRAWINGS INDICATED IN THIS REPORT- NOTE: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED J .i r� r Nti � M ''j C codV1. O U rn Q Lu i 0wu- U) M LLI UJ co co CO z M Q M U) Cy; rn FFSSI O q S 5885 t — i OF CALIF 03-13-15 DURALUM ROOM ADDITION AHJ APPROVAL k 1 C 7 Q s REASKM t • wnK are oESCRUnM - 3 s 4 STEL JOB 9 15-1072.1 6 DATE Yimot5 p t DRAWN BY MAP CHECKED DKR K I 2 & 4 INCH 3 ENCLOSURE SYSTEM 27 27 OF 28 SHEETS • t / D ' 1 11111111//, ` //err \\ \\\ IIIIIIIIIIffll///f// 10 1p 5 •. 0� •� 1n �`r<) ter. Z A PO• A : r. r V) , o D= --I �� I"= ,� : � m� r 4 cn V:O-,Cn) RF \\ `1 111111111/ f///r C D c o A s w x G) ' o O v mO co m0 z :q '0 co co D(J 40 0 om a 11\1•\`\`\`\ 10 1p 5 1n .y� D� o � 2 0 > a � m� cn V:O-,Cn) C D c o A UM r C -'1c) - 2 ' o m0 z :q '0 D(J 40 0 om a o C p N �lL p r o fn D p O °�IxW/Wz oz G_) m m = r./ A f0 J' r G Z N Z '. . o G�l�N\aCIO ��;lm �Z p° �O N m ;0p o �, g 0 109 E ESCALONES y c' D� Nco ml F 1n mm Z C D c o A UM r C -'1c) - 2 * REG/ST m0 z :q '0 z0 0 om a o C to �� O O °�IxW/Wz = z�3 m D cn o- { m rn N- v D D r �, g 0 109 E ESCALONES y c' D� Nco ml �� cn cnQ SAN CLEMENTE, CA 92672 > U) o\ z 949.388.9333 FAX 949,388.3773 c° m i� I