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HomeMy WebLinkAboutB2005-0784 - Miscoul\-wo5 1 Hvas Dr CITY OF NEWPORT BEACH BUILDING DEPARTMENT 3300 NEWPORT BLVD. P.O. BOX 1768, NEWPORT BEACH, CA 92658-8915 (949) 644-3275 • PLAN CHECK REPORT Project Address- H c a<---. dtt' ja Date: 3 % I fS /D s Plan Check No.: G61 I -05-Plan Check Engineer: h.ER.c..eRc-Nrw 'J Phone: 9 -I9-644-37,8 Applicant to indicate in column at right where the correction was made on the plans. No. Location on Plans (�Corrrection zi � Q 3 gt•I s a p-g i Nor l_,c� .ce� p�d�RO�,ov ohs 1.I s\-e. 't sNy a\ay.s . 10 Ev+cjr \c rill- o`1a e)) 3 `7^,Th �hGW- . t�Vt'JC.bJ]] h-c` ClCI\�A-p S�.ec.._ O. C,_ S�QCT�.o� D\t p`OfA//i� as Os, . -1I. 5-\ t On Plow., Aptc. i\a, dlhaAma off- — it v'L"i -Fur ,,.JszPs r w &D ,n'1 P6,) SP-fc "VIt ..kno,Si cpWes!!. vv. 11\w. Cc )tePovj°iR kck- C• n nv�oAS\cQ rv��- doer 7n^+ C"Ov.� {f ro U�JyC�.\ ��0.. ' O'-,-. NR9F NGl BFA�@LI N1 oA C,Q�`'�(r.I .+; ,`L SY S �pfr�A APPROVAL OF THESE PLANS DOES NOT CONSTmrE EYp5EG6 OR IMPLIED AUTII C.ZruON iu u1NSl RUC) ANY BUILDING IN VIOLATION OF OR INCONSISTENT WITH THE ORDINANCES. PLANS. AND POLICIES OF Tor C/TYO'' NEWPORT BEACn. Tins M'"`,:+ni u,)Lb NUJ GUARANTEE THAT THESE PLANS ARE, IN ALL RESPECTS, IN COWLIANCE WITH CITY. BUILDING AND 70NINE' OPDMAuGr, %IMMAM) Puuuts. T. IL crr r tit NEWPORT BEACH RESERVES THE RIGHT TO REOUIREANY PERMITTEE TO REVILE THE BUILDING STRUf,TIIRF nR umanvn¢v. * IBRIiE89'I`TRERE'FLXNS LtB ,.nc, IJOIHNG LR AFTER CONSTRUCTION IF NECESSARY TO COMPLY WITH THE ORDINANCES, PLANS AND POI I(:Ira nr >•ur rnv �� .�.,..,... -- nLN. APPLICANT'S ACKNOWIEOGFMFNP (SIGNATURE) DEFt.RT'AEPT CIF nrim � - ,: y�IC vBC Its - GI'c T;.(L C _RVICFR tint:- WY; APPROVAL TO ISSUE PAIL' e-mail: cnb_blg@citynewport-beach.ca.us Fonts1P ckreportl-01c webpagc: wwwcity.newport-beach.ca.us/building Architecture Planning Interior Design 2220 University Drive Newport Beach, CA 92660 www.taal.com CITY OF NEWPORT BEACH BUILDING DEPARTMENT APPROVAL OF THESE PLANS DOES NOT CONSTITUTE EXPRESS OR IMPLIED AUTHORIZATION TO CONSTRUCT ANY BUILDING IN VIOLATION OF OR INCONSISTENT WITH THE ORDINANCES, PLANS, AND POLICIES OF THE CITY OF NEWPORT BEACH. THIS APPROVAL DOES NOT GUARANTEE THAT THESE PLANS ARE, IN ALL RESPECTS, RI COMPLIANCE WITH CITY, BUILDING. AND ZONING ORDINANCES, PLANS AND POLICIES. THE CITY OF NEWPORT BEACH RESERVES THE RIGHT TO REQUIRE ANY PERMITTEE TO REVISE THE BUILDING STRUCTURE OR IMPROVEMENT AUTHORIZED BY THESE PLANS BEFORE. DURING OR AFTER CONSTRUCTION IF NECESSARY TO COMPLY WITH THE ORDINANCES, PLANS AND POLICIES OF THE CITY OF NEWPORT BEACH APPLICANT'S ACKNOWLEDGEMENT: DEPARTMENT SIGNATURE PUBLIC WORKS GENERAL SERVICES ERE GRADING BANNING (SIGNATURE) DATE RIMIP BY: APPROVAL TO ISSUE DATE Structural Calculations for HOAG MEMORIAL HOSPITAL PRESBYTERIAN Hospital Entrance Upgrade William C. Taylor Structural Engineer S702 Taylor & Associates Architects Project No. 2292.10 P 949.574.1325 F 949.574.1338 " TAYLOR Architecture Planning Interior Design 2220 University Drive Newport Beach, CA 92660 xv w.taal.com 949.574.1325 PROJECT Eat' • No5 nr, L- 5T/3fn SHEET OF BY K/er PROJECT NO. 2241'2,12 DATE 2.8-4,4 L.R.4/ 4V-it _ s gd, Vd 4 5f. �Ilf' AD 4 eo• 4.4` .2 C7/o/j %j;" o,`d 0 \1 r et4044 ,•aow- Trr . ri TAYLOR Architecture Planning Interior Design 2220 University Drive Newport, Beach, CA 92660 www.taal.com 949.574.1325 PROJECT H/ /-/osfl 17;c -57RQr �V7R4,slcW' tJPc A40E SHEET 1.2 OF A/C7 BY PROJECT NO DATE re...fl t/7ER , (co,v7.) 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O" tic? fl '< 7-a/v .die /C .: 644 it ° site / " 5 TAYLOR, Architecture SHEET 4 OF Planing Interinor Design iVer BY 2220 University Drive PROJECT No4c Alogfia2 ---smai Newport Beach, CA 92660 PROJECT NO. 'Oa 4 " www.taal.com 949.574.1325 .A.lreg,-AA/Cr ope,„R.,44; DATE lttK ct PrIca Mitt 44/0 1h 7CeC,2_Cr/ex C1aJ,3 '54 /2.4 ,r„. GOO), is 4 /Q064 fib */Z /WA' - ie a /7,44e emerga-,o6 • /e> a g ica0A1/4/4 tWetesnwap ) - , - - 75>M17(0.72;:;;;. ./ ,471- 27;,16/:v4ri 4;.:64,Ateet z:;11;374: fi - 3,p / .. AI z /0(9124( 7031 ..--, iid,colia: ------3,3/ 7'121 04,14A 471 <34-,CGIA'1,3 Cl.., lirde 4.e Sit) Cet.L.Me.44, II TAYLOR Architecture Planning Interior Design 2220 University Drive Newport Beach, CA 92660 VONY.taal.com. 949.574.1325 PROJECT / /0AG H a_rn-G ST an. ev7Aewce Ofandwe SHEET 6. OF ovc r BY PROJECT NO. c�6 DATE v 22 -O6a 1 ),"9 Ca ; N,11 .5 aS yoc,,te. -cita.ea.. 4 Pig ./5OK841 ., a . 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BY P / �J PROJECT 4'oAG /-/OSv'1AL - S%i3e PROJECT NO 22 L" unte iCr ge&9%4 4k DATE -i 4 - o‘t GA/417&' Natl. cave0) ;ctiv4 All r> = 4.7e#/`1f3.38 =366 Mil ,Ak2:= Nei44 . /Od ¢,753 PP&4 siEe2. i t o 775 3 5 '72,5¢-)he :✓ 776-' 3e 770 2€4 ©.faJtr3 , Specifications Summary Page 1 of 3 5p®clficertion Summering SECTION 08950 SECTION.08950 SECTION 08950 INSULATED INSULATED INSULATED TRANSLUCENT TRANSLUCENT TRANSLUCENT SANDWICH PANEL SKYLIGHT SANDWICH PANEL SANDWICH PANEL UNIT SYSTEM SYSTEM SYSTEM Click here to download this file Click here to download this Click here to download this file file SECTION_08950 INSULATED TRANSLUCENT SANDWICH PANEL PYRAMID/ SECTION 8950 INSULATED TRANSLUCENT FIBERGLASS SANDWICH PANEL WALL/ROOF SYSTEM GEODESIC SKYLIGHT Formatted compatible with MASTERSPEC®. A product of American Institute of Architects Click here to download this file SYSTEM Click here to download this file A SUMMARY OF SPECIFICATIONS Panel Width: 4' and 5' (1220mm and 1500mm) standard. Other widths up to 5' 0" (1500mm) are optional. Panel Length: 3' to 20' (914mm to 6096mm) standard, 16' max. (5000mm) for skyroofs. Panel Thickness: 2-3/4" (70mm), 1-9/16" (40mm), 1" (30mm) and 5/8" (16mm) thick glazing panels available Weight: 1-1/2 to 2 pounds per square foot (72 to 96 Pa/m2) Color: Crystal, White, Optional Kal-tint Panels, translucent insulation can be virtually any color to create dazzling results Surface Texture: flat or pebble Grid Pattern: 12" x 24" (300mm x 600mm), reverse, 8" x 20" (200mm x 500mm), 10" x 10" (250mm x 250mm), 12" x 12" (300mm x 300mm) Tuckerman http://www.kalwall.com/spec.htm 4/4/2005 Specifications Summary Page 2 of 3 Materials: FRP faces, aluminum faces, aluminum grid, composite grid, fiberglass insulation, aluminum and thermally broken installation systems U-Value Range: .53 to .05 (U-value SI conversion: 1.0 w/m2k=0.176 BTU/(hr / ft2 / AF)) Light Range: 0 to 65% Impact Resistance: 60 ft.lbs. (81J) up to South Florida Missile Impact Options Chemical Resistance: Most anything allowed by EPA and OSHA Weathering: Virtually no color change or maintenance, full thickness colorfast permanent glass veil erosion barrier, fully field restorable for infinite life Sound: Average transmitted by test, excellent performance Fire: Exceeds all basic Codes for Plastics and optional versions meet many performance requirements for other uses, e.g., Class A Built-up Roof and Class 1 FM Panels Kalwall Light Transmission, Solar Heat Gain Coefficients and U-Values Kalwall is a composite sandwich; various combinations are possible, and test data should be interpreted from this point of view. Consult Sales Service Department for further clarification. Since this table is of a very technical nature, please consult your heating and ventilation engineer for proper interpretation. Listed below are the light transmission, solar heat gain coefficients and U-values for some Kalwall Panel face sheet combinations. Others are available. Blue values indicate thermally broken panels. FACE SHEET COMBINATIONS / LIGHT TRANSMISSION note 1 SKYROOF SOLAR HEAT GAIN COEFFICIENT (42 0° INCIDENT ANGLE note 3 WALL SOL 35` EXTERIOR COLOR INTERIOR COLOR .53 "U" .29 /.23 "U" note 2 .22 /.14 "U" note 2 .18 /.10 "U" note 2 .05 "U" note2 53 "U" .29 /.23 "U" note 2 .22 /.14 "U" note 2 .18 /.10 "U" note 2 .05 "U" note2 .53 "U" Greenish Blue White 25 14 5 3 10 0.37 0.18 0.10 0.07 0.11 0.36 Aqua White 29 17 6 4 12 0.37 0.19 0.10 0.07 0.11 0.36 Rose White 30 18 6 4 12 0.38 0.19 0.10 0.07 0.11 0.37 Ice Blue White 35 20 8 6 15 0.44 0.22 0.11 0.07 0.12 0.44 Greenish Blue Crystal 37 20 7 4 15 0.47 0.21 0.13 0.08 0.13 0.45 White Vvhite 20 15 8 5 12 0.30 0.16 0.09 0.06 0.09 0.30 Crystal White 35 20 12 8 15 0.42 0.23 0.11 0.07 0.11 0.39 Crystal Crystal 50 30 15 10 20 0.55 0.27 0.14 0.09 0.12 0.51 U-value SI conversion: 1.0 w/m2k = 0.176 BTU/(hi:412 °F) 1. Approximate values by ASTM E-972. Light transmission values over 30% not recommended for most applications. 2. U-values determined by NFRC test method (ASTM C-236, E-1423 and C-1199 at certified lab). Expressed as BTU/(hr•ft2 °F) for aluminum grid / thermally broken grid, nominal 12" x 24". Perimeter aluminum excluded. Test temperature at 15 mph wind (6.7 m/s): 0°F (-18°C) cold side and 70°F (21 °C) warm side. http://www.kalwall.com/spec.htm 4/4/2005 Specifications Summary Page 3 of 3 3. Shading Coefficient (SC) is equal to 1.15 times the Solar Heat Gain Coefficient (SHGC). Click here to download this table as a Microsoft Word® document. HOME I ABOUT KALWALL I RECENT PROJECT I SPECIFICATION SUMMARY I CAD DRAWINGS I CONTACT KALWALL Copyright Kalwall 2004. All Rights Reserved. All Reproduction of This WebSite and Its Content Is Strictly Prohibited and Protected Under Federal Law. http://www.kalwall.com/spec.htm 4/4/2005 what KALWALL is (and is not) Katwall is a lightweight, strong wall unit that combines th beauty and practicality of diffused, natural interior lightif\ with the functional qualities of high insulation, shatterproof construction, low maintenance and rapid installation. Its light- weight (only 1.51bs per sq f t) and large size (up to 5' wide by 20' high) allow rapid, economical installation. Kaiwall's sandwich construction gives a wall unit capable of long spans without the need for intermediate supporting members. It's so strong it cart withstand hurricane force winds. This is what we mean when we say that Katwall is, a structural wall unit, and not simply a glazing -type panel that depends upon structural mullions and other framing members for support. But, Katwall is not capable of supporting the roof (except in the case of small buildings). This means that roof or upper floor Toads must be supported by an independent structural system. how to cut Costs 1. use KALWALL Clamp-tite installation systems We've designed these installation systems to go with Kal wall's strength capabilities. There's no need to pay -the high cost of a conventional structural curtain wall framing system — the extra strength's not needed. Ka:wall's Clamp-tite closures are designed for the purpose of sealing translucent Katwall to the building — and the continu- • ous clamp -action does the job better than any system we know of. In combination with Katwall Seating Tape, the rugged two-piece aluminum extrusions, joined by stainless steel screws, provide a positive, weathertight wall installation. Katwall Clamp-tite installation systems have been proved in over 60,000 installations throughout the world - in all types of climates = under all conditions. Clamp-tite closures are available to meet any installation requirement. Shapes are made for head, sill, jamb and unit- to-un it closure. Also, there are special extrusions, such as the silhouette stiffener and the fin battens, that allow greater unsupported spans, or that provide design emphasisatverti- cal joints. And, our new super thermal break design is 30% more efficient than others! A word of caution, though. These special extrusions should be used only when necessary to achieve design require- ments. They can increase your costs significantly. Your most economical bet is standard Katwall with the standard series installation system. • BATTEN HEAD ROUGH OPENING DIMENSION 22;< 2" -. (29mm) ROUGH -OPENING, DIMENSION ELEVATION 20 PSF,(958Pa) WIND LOAD 12" 'X - 24" GRID (300mm x 600mm) 8" -X 20" GRID (200mm x 500mm) t' PANEL (1220mm) 3' PANEL (1500mm) 4' PANEL (1220mm) 5' PANEL (1500mm) PANEL 8'-5- 8'-4, 9'-5- 9'-2' (2565mm) . -(2540mm) ' • (2870mm) (2794mm) 2' SASH AT SILL ' ' 7•-0- 6-6 :' 7.-0' ' 6'-2' (610mm) (2134mm) (1980mm)- (2135mm) (1880mm) 2' SASH N10 SPAN 6'-5- 5'-9' : 6'-5- 5'-9- (610mm) (1955mm) (1750mm) (1955mm) (1750mm) PANEL DIMENSION ROUGH OPENING DIMENSION (16mm) PANEL DIM 1 9/,16' (40mm)' CLAMP -TITS SYSTEM SINCE„1955 �._ e,• 'CCRP'ORATION