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HomeMy WebLinkAboutSUBMITTAL-TRANSMITTAL 3-4-16PROCTOR Construction Co: 2050 US-1 Ste. 200 Vero each, Frodda 32990 Tobphone: (772)234.8184 Fax(712)234-8188 SCANN �tLucB C unt�� Submittal Transmittal Detailed, Grouped by Each Number /U 01 .S.O b M 1 SS,AQn pi°14 1511 o � OH: Harbour Ridge Yacht and Country Club. (Lifes yle (Project # HRYCC-1212015 Proctor Construction Company, LLC Harbour Ridge Yacht & Country Club Tel: Fax: 13400 Gilson Rd Palm City, FI.34990 Date: 314/2016 Reference Number: 0018 Transmitted To: WaiterScherer Transmitted By Michael O'Neill Stuart Glass& Mirror, LLC Proctor Construction Company, LLC PO Box 3236 2050 Hwy US-1 Stuaat,. FL 34995. Suite 200 Tel`. 772.287.0080- Vero Beach, FL 32966 Fax: 772.288.3123 Tel: 772.234.8164 Fax: 772.234:8188 r - J. at� D . ._,:•::::;<:._.: 1:P c a e3N.a..,-.::�- ._es �'t tt4 .�__,,..�.,..< _ 1 SGM 0001 = 084313 - 0 Windows / S orefront 3/18/2016 In For Approval ......<_.......:.. _.-_..-�- .^'-T.. _••---`=-r...--'T%-�-�,.�� �.__�„="A� _ ...-..ti.y.. _ .-.,,,��=�t�-Vic:,-:r.R _ - _ -------.w ^C:--•�:�---.c.��-- :, 7- - m ,_-_ n N ere a u e T nnift d. WARM Approval :.. ,-n....-v.%.....,era�v..•:.iS:-"..,:.r"'.e...:�e'n.'^.:•v„�.=;:.i-�'A'Y. ^_'+-...�..� _ `'r_.....- _ -.—. �_v':•w�•;-'':LJt.�r^vP"-"i-'..l"":e'o-'�''^'e.".2.':F'.: v.`i-'�'`-x+^j=-:", 1 1 SC: Storefront SD/PC�lProducC Sales Center � �In For Approval Approvals - c G..,, .........Rl ... ..... ill@ _ ....._.:.. z��.�. .............. �... -. Y:.: Harbour Ridge Yacht & Country ClubJoe ShambQ� 1 Harbour Ridge Yacht &Country ClybMichael Salgrno 1 •---+, - •.-_ RGD & Associates, Inc. Alda Baez I 1 RGD &Associates, Inc. Bob Davenport 1 -- Pleasesee the attached Submittal Item SGM 084313 00� :0 SC: Shop Drawings [Product Data I Product Approvals, for your approval. Please let me know if you have any ques#ions. , . 1AR 1 7 �J1� public Worits St. Lucie County, q11 c- signature Signed Date . Prolog Manager Printed on: WV20i6 Prolog Main..0 ce Page 1.: Submittal Item SGM 084313-P01.0 SC Storefront SD/PD/Product Approvals V'%C%5 �"Q evidwed DFurnish ss Corrected i O Rejected, O Revise and Resit 1 yt asubmit Speaflad Item t 1 tt r 7 - ,_. nua rorine s mtr to eenad eahtdrmaru ratnt the d" Ora$ and tits 1F--` .. •— -- tntamalbnQxnlnNelknittuWalOoruniaka.(7eaKt1oo7aoaanenlsmtlew r the ehoPOrxdnPdvrinitNf rMerM tat retlMtlNaettlNa ttaaiwmplWKe J � (� wlNthetaQWrlmMbettNeptMsaddfpldbeKia0Yr01ppnCltletM.Oelgand rcpdubm.Redenola tpeeiflelteem rMllnollnc4dere�lerofenestsmbt�raf�NeA -- ���— and c at &1 o; Irde oattaft part" V* hoMhnrd and tarrdabd N the jollslte; Irrhxrtutton Net pateNu edieri to ItM fabrlcatloo 0iomcconunkn;am or NmwdinationofthaWar orM VA 01411ot 1rsd putwmlq 1 an Work In a safe and satisfactory farmer. - PEACOCK+ LEWIS maOf h ARCHITECTS AND PLANNERS, LLC Data. Digitally Sea n� signed by �� c k/pSean'Sukhu G T1i v.s J u ,, Date: t� 20�1:6;3:16 CLEAR, LOW E-LAMINATED GLASS. NO TINT. 12:55!V <� WHITE FRAME. 04'00' e c1 S 1 a e s L v'Iti, v wN to Architect to confirm frame - color and .glass tint color. Proctor Constructlon Co. This Is to certify that thla submittal has been checked for accuracy, completeness and compliance with the Contract Documents.Thlo does not relieve the subconlractorsAmr dor of compipli arid coo* natino with the Contract Documents. Mlchael-O Neill By 3/4/16 Date 084313 Specification j �01-E3 do"TORM FRONT"m Table Of Contents . . .1 ntT.S SECTION E3 PAGE TECHNICALDATA.................................................L...........:....:.::. ........:......................... .......................... 02-E3 and 03-E3 SPECIAL FEATURES .:.................:........................ ............04-E3 IG500TYPICAL DETAILS ..................................... ............ ......... ....................................... I ....................... 05-E3 thru 07-E3 IG500WINDLOAD CHARTS ........ ................... ................................ ................::............... ........................08-E3 :IG500 DEADLOAD CHARTS ..... ................:...........................................................09-E3 I6600TYPICAL DETAILS ..................................... ......... I ............ I ...................................................... ......10-E3 thru-12-ES 10600 WINDLOAD CHARTS ............................. ............................. I ........ I ...................................... I...... .....13-E3 . IG600.DEADLOAD CHARTS...... ..................................................... ...... .....................14-E3 U.S. Aluminum warrants its High impact Glazing. Systems to p ltrform athe published values for air and water infiltration and structuiat e performance: Testing standards allow for unit }nteriayer a maximum rip size after impact and cycle testing, though considered as successfully passing the test, water infiltration can occur through the glazing material in such cases. U.S.-Aluminum does not warrant any glazing materials resulting from impact from wind-borne debris and'subsequent c ycling under storm conditions. When using this product, U.S. Aluminum recommends spkifyiriy a uniform overall glazing thickness of plus or minus .020° (0.5) over the entire area of the glazing unit. This must include edges and center of unit. It is critical to check the glazing unit prior to glazing to ensure the proper thickness of the interayer. The monolithic glass must be two pieces of 1/4' (6) thick, heat strengthened with a..090" (2.3) SentryGlase Plus - Interlayer. For insulated units the glass must be two pieces of 1)� (6) thick, heat strengthened with a .090° (2.3) SentryGlasgPlus interlayer, 1/2, (12.7) air space and 1/4" (6) thick, heat strengthened outboard lite. Due to the diversity in state/provincial, local, and federal caws and codes that govern the design and application of architectural products, it Is the responsibility of the individual architect, owner, and installer to ensure that products selected: for use on projects comply with all applicable building codes and laws. US. Aluminum exercises no control over the use or application of its products, glazing materials, and operating. . hardware, and assumes no responsibility thereof: The rapidly changing technology within the architectural aluminu products industry demands that U.S. Aluminum reserve the right to revise, discontinue or change any product, line, specification or electroniq media without prior written notice. NOM Dimensions in parentheses( are millimeters unless oche vise. noted: Other metric units shown in this publication are: m meter Kg -kilogram Pa, -pascal . , : KPa - kilopascal MPa - megapasdal Online usalum:co By Phone (800) 262-5151 :Online criaurence:cohi By Phone (800).421-6144 L 02-E3 u STORM FRONT'TM YSAL MNUM Q� Specifications Hurricane Resistant Storefronts * Series I0500 SECTION 08 4113 ALUMINUM S OREFRONTS ® Series IG600 " .5 .1 5" 1 7 - . 9/16" 14 . Exterior iG600 I 2=1/2' (63.5) 5" (12) 1-5/16" (33) Exterior, I.` GENERAL -DESCRIPTION W ter Infiltration -..'Shall be tested in Putside Dade County Work included: Furnish all necessary ac ordance with.ASTM E.331-93. No • IG500 / IG600 Pair of Doors . materiais, labor, and equipment for wa er penetration at test pressure of: Large Missile Impact Test- Shall be the complete installation of aluminum . D5,ater a County Protocol TAS 202-94 tested in accordance with: framing as shown on the:drawings 500 Storefront- 12 psf Dade County Protocol TAS 201-94 and specified herein.. {Specifier Note: • 500 Pair of Doors -12 psf with a 9 lb. 2x4 traveling at 50 fps: It is suggested that related items such resistant threshold) Dade County as aluminum entrance doors, glass, Out fide' Dade County •.IG500 Storefront and sealants be included whenever • IG 001 IG600 Storefront -12 psf .1(3500 Pair of Doors' possible). 4:1G 00 / IG600 Pair of Doors =12 psf OutsideDade County Work Not Included:. Structural support (W ter resistant threshold) . IG500 / IG600 Storefront of the. framing system, interior. - Stru #ural. Performance: Shall be - • IG500 / IG600 Pair of Doors closures, trim. (Specifier list other tested in accordance with ASTM � .Cycle Load Test =Shall be tested in exclusions).. Aelated Work Specified' 330=, 6 and based on: accordance with: Elsewhere: {Speciflerlist). • aximum deflection of U175 of Dade County Protocol TAS 201-94 the s an. 3/4" (19.1) max. for 9,000 cycles.:: QUALITY ASSURANCE • A lowable stress with a safety Dade County Drawings and specifications are based facto of 1.65. The system shall • IG600. Storefront on the Series (Specify). IG500 / IGS00 perfa in to this criteria under a system as manufactured by U.S. windl ad of :(Specify) psf • IG500 Pair of Doors •-IG500 / IG600 Storefront Aluminum. Whenever substitute Da -County Protocol TAS 220-94 ..1G500 / IG600 Pair of Doors products are.to be'consldered; • IG 00 Storefront supporting technical literature, esign 65 psf (159 mph): !I. PRODUCTS MATERIALS samples, drawings, and performance - tructural +/- 97.5-psf (195 mph) Extrusions shall be 60637T5 alloy and ..: data must be -submitted 10 days prior' • IG 00 Pair of Doors: temper (ASTM B221 alloy T5 #emper): to bid in order to make eyelid - D slgn 65 psf (159 mph} Fasteners, where exposed, shall be comparison of the products involved. - S ructural +/- 97.5 psf (195 mph) :aluminum, stainless: steel or zinc -Test reports certified by an Outs de Dade County independent test laboratory must be • iG 0 Storefront plated steel in accordance with ASTM made available upon request. - Dsign 65 psf (150 mph) A.164. Perimeter anchors shall be - St uctural +/, 97.5 psf 195 mph) aluminum or steel, providing the steel .'PERFORMANCE REQUIREMENTS = D sign 75 psf (171 mph)' p } is minaprop. ly:iGlazi g fras. the Air Infiltration: Shall be tested.°in - St ctural +/-112.5 psf (2.10 mph) aluminum. Glazing gaskets shaft be accordance with ASTM E 283=91. • IG500 Pair of Doors: E•RD:M. elastomeric extrusions. Infiltration shall not exceed: - De {gri 65 psf (159 mph): FINISH Dade County Protocol TAS 202-94 - Str ctural +/: 97.5 psf (195 mph) Aluminum extrusions shall be given • IG500 Storefront.-'1.00 cfm/ft2 - D ign 75 psf (171.mph), a caustic etch followed by an 'anodic ® 6.24 psf = (5.08 Us/m� - Structural +/-112.5 psf (210 mph) oxide treatnient.to obtain ..:(,pecify •:IG500 Pairof Doors -1.00 cfm/ft2 . Forced Entry Resistance: Shall be one of the following): 6.24.psf = (6.10'L/s/m2) tested, with a 300 lb. force applied to 911 Clear anodic'coating Outside Dade County the activ� door panel simultaneously #22 Dark Bronze anodic coating • IG500 / IG600 Storefront -1.00 with a '150.16. force applied in both #33131ack anodic coating eftn%ft2 2 perpendl ular directions to the 300 lb. A Fluoropolymer paint coating 6.24 psf:= (5.08 Us/m) force: IG500 / IG600 Pairof Doors 1.00 conforming:. with the requirements'of Dade Co �ntyProtocol TAS 220-94 AAMA 2605. Color shag be (Specify a cfm/ftz • IG500 P it of Doors U. S.:Alumfnum.standard color). 6.24 psf = (5:08 UsW) . Online usalum. oni By Phone (800)_262-5151 Online crlaurence com -By Phone (800) 421-6144 o 03-E3 & STORM FRONT°"` tuMINuM. Specifications Hurricane -Resistant Storefronts a Series I0500 SECTION 08 4113 ALUMINUM STO EFRONTS *-:Series IG600 FABRICATION - • 1G 00 Pair of Doors - 9/16' (14) 111. EXECUTION INSTALLATION The framing system shall provide for .He t strengthened with.- All glass framing shall'be set Incorrect flush glazing on all sides with no Se tryGlas'�'Plus interiayer locations as shown In the details and projecting stops. Vertical and Outsid Dade County: shall be level, square, plumb, and in horizontal framing members shall have • IG 00 -Storefront and IG500 Per of alignment with other work in a nominal face dimension of 2-1/2': Dogs. Glazing must meet Impact accordance with the manufacturer's Overall depth shall be 5" (127). anc� Cycle Testing requirements installation instructions and approved Entrance framing,members shall be according to Local: Building shop drawings. All joints between a es: framing and. the building structure_ compatible with glass framing In Co g g appearance. Provide for internal IG6 0 Storefront and IG600 Pail of shall be seated in order to secure a drainage -of infiltrated water into an Doors, 1-5/16" (33) Glazing must watertight installation. extruded aluminum subsill channel meet Impact and Cycle Testing where it is drained to the exterior requirements according to Local PROTECTION AND CLEANING through weep slots. Buil Ing Codes. After installation the General Contractor shall adequately protect 'GLAZING SEALA TS. exposed portions of aluminum - Dade County All metal to -metal joints shall use. surfaces from damage by grinding and • IG500 Storefront - 9/16" (14) Heat DOW 79 Silicone. Door seat gaskets polishing compounds, plaster, lime, . strengthened with SentryGlas9, shall req ire small joint sealer. acid, cement, or other contaminants. Plus interlayer The General Contractor shall be responsible for final cleaning. f _ - S z Yy 3'£i`%Y•'•'` =•; `^F._s; - ,Q,_x�4,� __' .�+`': 3" Y�r:aR. x��*-�r���.,^.v"' •c t4- -' - l �Y. > � Ys- �1 :F `' -' - �^9c ✓.1'i i�.i. - a-r -it - i- - - a t_ . C .�'. •3- C : .—•--. /C't�Q, .�,.„f L:fit}r'r .r Project: Auic, o6e Dealership; AUanta, GA Online usalum:conri By -Phone (800) 262-Mll ' Online crlaurence.com: By Phone (800) 421-6144 04-E3 Tm ON -ALUMINUM - STOPM FRONT... Special Features Hurricane Resistant Storefronts • Series IG500 0 Series IG600 ®r I 1 *A i l �.- jr • Storm. Front" Entrance Doors.are 2-3/16".(55.) A low profile Air Resistant Threshold is offered for thick with a :1250 (3,2). ,wall thickness and featur a installations that have soffit overhangs greater than One Glass Stop Glazing System for clean sight the entrance frame height. Check local codes for lines on both sides of the door. Standard -comer compliance. cons#ruction. includes heavy-duty blocks. Coyne s High performance Water Resistant Thresholds are are welded for maximum strength:: _ :. - : offered to provide superior Water and, air: management, along with.Ramps to meet A.D.A. requirements when.required. t is H800. As ; t I . Water Resistant Air Resistant hres .: Threshold . T hold TH8 1 802 H TH803.. ..: Tti - -- TH802. _ �.a T 803 71 Online usalum com By Phone (800) 262-5151 Online.crlauren e;com -By Phone. (000) 421_-6144 Typical Details Hurricane Resistant Storefronts Series 1G600 FOR 1-5/16" (33) GLASS • Giass Size .Maximum:50 Square Feet (4.b5 Squats lVletel'3)�'`'� • Maximum Frame Height is 10 Feet (3.05 ) t2 ` 3 s `6) fYP1CAL fiLr -fioN 9j Q (I37) t Dow 795 Silicone (Typ.) 0 I1G1663 `f ! 1G10n 6-112" (165) NP326 Lon at Fasteners I. / o Interior Gasket -t : SB917, ( )'P•) O (63.5) y I(i636 IG626 SSS52 111626 x 1k .. �- 10624 --- — _ —_ _--- _ IG663 �` IG6711 NP 25 Tat nor SII917i Gaket(f)-p.) (63.5) 2-1/2" D.I_O :' 2.112"' D.L.O'. {2-1/2 ) _ (63.51 (63.5) T f !� 3/8" FRAME DIMENSION 3/S" IGi7� 1 ROUG 11 OPENING StS" (I5:9.) i1UT TO SCALE Online usAlunp.com By Phone :(800) 262-5151 Online erlaure ce.coin By Phone (800)421-6144 �Ii-E3 STORM FRONTTM Typical Details. FOR 1-5116" (33) GLASS rD A TOP RAIL Hurricane Resistant Storefronts r;> Series IG600 Door Size Maximum: Single Door- 44' X96" (I.I x 2.4 m) Double Door- 88" X96" (22x2.4m) NOTE: Doors are designed to withstand a pressure of +-1-65 psf(3112 Pa)w•ithout: steel re info rcentent. at Overhead 4-11116" Concealed (119.1) Closer HE506 IE502 (144.5) IE)50 1G150 NP825 VNIPS15 IES20 Exterior hitzrior Gasket (Typ. � Gasket Clyp.) � 2-3116" A l i� — (55.6) �2` I —�K•� - •� L�. I Y -=j 1 OPTIONAL 1 MllNTIN S-SJ8" .- J 4-5/8" 7-5/16" IE504 . JAMB STILE ]A�iB STILE NP825 (55.6}si: Interior 1 IE150 E L— ;t•' Gasket { .4 IL iE550 T (3}Vp.)4 1 E II 3/16" --� cam: j --s• �— (4.8 ) -M. BOTTOM RAIL % (119.1) 9-9/)6". (119-1) 10" C242.9) (254) 1E50} .. ` (185.7) IE59I ; 3 MEETING _ STILES ES OPTIONAL A-D.A BOTTOM RAIL —.... N16T TO SCA LE Online usalum.c , m By -Phone (800) 262-5151 Onlilie crlaurence.bom: By.Phone (800).421-6144. I. . .I t3, I TYPICAL DOOR ELEVATIO.. TOP RAIL �-i l • , 4d, j - iG 1UU 6-112". ]65.1) Long at Fasterners - _l�'� �IGi47 1Gl4e; 12-0 STORM FRONTTM Hurricane- Res is to n•t Storefronts • Series IG600 ICAL ENTRANC E ELEVATIONS pp z U teSSs;2' z � z z .p ' ` NP, 6 cu rt j •; O ri - - � c THSII w NPS ( (9.5) Air Resistant Threshold Z ..O THSO4 FAM rn 2-112" B.O. D.O. 2-1/2' D.LO. w z I-1/8' w5j (63.5) (63.5) G a. (28.6) 3/9' FRAIME:DIMENSION w I L f1i800 fG570 (9:31 j O �— F ROUGH OPENING o Q . /2" Ii0bfi4 " (15.9) A.D.AThreshold 3 Ramp. c� Air/Water { IG100 I 2-S13917=-,� Resistant-Tbreshokl. w (63'.5) � 3J iGr2o (635} lei O. Q. 1G146 1G677 NOTE: 6 Water Resistant Thresholds are a n �� 1G 117 a . NP803 ' required unless entrance is located T �T Nf.SQE I y NP801 under a soffit overhang depth that is I [[[ greater than the door frame height. Check local codes forcompliance. 1124.. \P825 \P826 Ramps are required when using (12.71 O Exterior Interior TH800 Threshold in order to comply Y o . Gaskct.� f Gasket I?q !I with A.A re uirements. z IG663 I IG6;63 { c7 p I: t NOTE: Partnumbers shown are yr 3-7116" 3-7/16" available in24' 7.3 m)stock text w (57:3) - ►,= (87:3> - --- lengths: Visit usalunt.com for I i3 j I6677j SG697 - more information. A ILA—• � --- -----,n�Jl T --------------- 1G30i) . . O ce a O O NPS03 i NPB0I (—�. NP801 E For Overhead Concealed Closer - For Overhead Concealed Closer With Transom Online usalu}n.copi By Ph6ne (800)262-5151 Online t ria«re it e,com By Photie. (800)421-6144 NOT TO SCALE Product Approvals. f .4 i: .f t _ui •.,'j-=:, it r� _ 1 J . ri Ir . �.k i V _ h _ { _ ar c r,. { e l , _ Links Publicatiu ', � '.'l .t; • :i t � t %, { y.., •. _ a 1S Sit ;i`.'r-:i{ '_,� t � +� I-,:, • .,t'': 'L; `::•'''� " .s ....,.�. staff pC ons f8C 1l i' i. I( '; ..4. 5.\. :i;): -r' �,'[:.:•'r;,, � Stats2,facts 1 +iisgi'i?:". - ,sK'i.,.' a: ::.;;;c:.:.:1 SumdSurcharge` ?` istration 1iotTopics 1I Be1S liotne tog 1n User Reg eS. l 9Product Approval�iyS£K: Public User ssitl a 'z _ It anon it % Application 00taii ittt)ll p rm/al `1en-' >''raduct 4C�2PU41110— ',.Vr > , AP_ EL15711 New FL Application Type 2010 Code Version Approved Application Status a'• Comments ... hived Arc + inc. - Division of C♦i Laurence US Aiuminu ufacturer US Aluminum Inc. Product ion.. Veihon;:CA 90058-182b Address/Plione/Email. (972) 937-9651, Don YVillard@usafum.com as 'i; <r rt:] :,: < . • @ lrlomaspe-com Signature rtlomas ^� :S Authorized Sig al Representative '.Technic Address%Phone/Email nce Representative Quality Assura Address/Phone/Email panel Walls 's Categ ry storeEroilts i a• Su o Report from a Florida Registered Architect or a Licensed Flortda bcategorY Evaluation Repo Professional Engineer Received Compliance [dethod Report HardcopY ;<- Evaluation Luis Roberto lamas Architect Name who developed Florida Engineer or Arch' +' r the Evaluation Report PE=62514 Florida License Architectural Testing; Inc. s' �•;`; ':"? Quality Assurance Entity 12/31/2015 ssurance Contract Expiration Date Steven � I. Urich, PE.: Quality A HardcopY Received Validated BY Validation checklist. ` Independence yca� Ce rtificate of 05 5141a ISO . '. .. 4 CSA lO1/I,S.2/A 2005 R ce Stand and an ( AAPIA/`!Df . QOT eferen d _ year of St n ar ASTm E1886 2002 ASTi l E 1996 - 1994 AST'. E1996 1994 . TAS 201 1994. rA5.202 ' 1 TAS 203 _ • .SS .,f.,li�ni r of f+rndnrt Stan<irtrdt . Certified By. . •.. , Sections from the Code i•, r,i' =;; ;' ^ : Method 1 Option D Product Approval t•lethod .06/21/2012. Date Submitted p7/24/2012 . ?' Date Validated 08/17/2012 .;:'i<:-• Date Pending FBC Approval 10/09/2012 Date Approved Stliiiniary of- '.' r or Name Description —_;--- - - - - . :'.. ,.._:•; Y." �pL tY Model, Numb 1`+ 'j .„-.1 15711,1 - 8T601/IT600 NORM FRONT BT601/IT600 STORM FRONT AlUP1INUM STOREFRONT .LPIi S REF.RO T - LMI ALUMINUM T�3 N '• Installation Instructions >': '� : »=i.'-;r;;• Limits of Use FL157I1 I! 08.01578A.pdf Approved for use In HVHZ: YeS Verified By; Luis Roberto Lomas b2514 +;•;• Approved for use'outside HVHz: Ye Created by Independent Third Party: Yes Impact Resistant: Yes Evaluation Reports :Yy; .1`'.; Design Pressure: +65/-65 Fl 7 _14=� 2`1 •` '` : c' Other; _71152227A pdf Created by Independent Third Party: Yes I - IN STORM FRONT ALUMINUM STOREFRONT -NON — 8T601/IT600 STORM FRONT 15711.2 ALUMINUM'STOREFRONT-NON IMPACT IMPACT- ";F??_.:=_;'i: --- r Installation Instructions FL15 11_ -0- L --p <��``�.�,: e•-r:'.;- Llrnits of Use ---_- I Og- 1 82A. df roved for use in HVHz: Yes Approved Verified 8y: Luis Roberto Lomas 625i4 Approved for use out HVHZ: Yes Created by Independent Third Party: Yes „= Impact Resistant: No . Evaluation Reports' s': `i•L` ^=` Design Pressura• +65/-65 (71 RO AE_ 27_ IA pdf 04 r. �reo%ed �yrlr3dRParQntrT}?itd,PaFtlk^iev -• - - �- -�� - IG500/IG600 S'iORhf FRONT ALUhIiPiUM 570REFROt�1T L�•t[ 1571i.3 IG500/IG600 STORM FRONT :'yam:.;i; ALUhtIP1UA1 STOREFRONT LMl -_------.. ------ IInstallation.instructions : Limits of Use ..: 1_QQ_iI��-Q! 57ba•pdf Approved for use in F}Vilz: Yes Verified By: Luis Roberto Lomas 62514 ;,,: ,,Y>,, Approved for use outside HVHZ: Yes Created by Independent Third Party: Yes 7 "'= Lnp ct Resistant: Yes. Evaluation Reports L:,.: ` .fi.15711 kZO..AE-LW62`102,pdf Design Pressure: +65/ 65 _ jj Other: 1 FL1571 i��6_A 512225A.� d:by Ir>,dgp�0dnnt IG500/tG600 STORM FRONT ALUMINUM STOREFRONT - NON :- : t•,, • :• [G500/1G 00 STORM FRONT: IMPACT : s 15711.4 " ALUMINUM STOREFRONT -NON MPACr Installation Instructions y:..,, ;; _:• Limits of Use. LI57 _BO LOM54-0- f a;a "'` ' .•' Approved for use in HViiz Yes [.Verifled e . i uis Roberto Lomas 625i4: Y'. . :,`,':• ; :?: Approved for use outside FlVliz Yes !Created by Independent Third Party: -Yes Impact. Resistant: No Evaluation Reports T; Design pressure:.+65/ b5 6�L 7U SSl�1f_ �•Pslf: Other: Created. by. Independent Third Party: Yes -Y cont . 4 ...1).tf] 11!3 h ¢t tZ�.Strezt, r I, hasSs.S_Fl—zips. Fh'L^? Q—tom«`= .. _ r - 2P 7-:01 t. i `n•'FrWa 7_Idt �rnN-,nt :: Att•,j�l'LvS+tleu�ls .•.QfUgS�.4t r-rn•tnS r . The state J }lnfWJ Is in AAJEE0 , d I07ec �tRY IlL_ 4_ ty_ rd �tditton, ;f you ha,!_en/ sed in ns, pte•esc l:ontact 9'i0. 19J 13)5. tt"rs:mnt to ,t,.uan IiP :.fir , IW•d,t IpN, •'mall d:!dr••tises-dre PuEtt rcrords. If 'inU ::0 nut :•rant yCUr e-mJll a,:dress tract.15CS1 ,D n,spa Pse. t0 a q',t'hPleCOf:1 S.r9d U2 St, ds. I:et. t_e . •, m.+d to this entity. Instead, aaitad the ,tif;e.Ly phone or hy. tradiuonal nv 1 v i55175(J j. flm •da Stek,t.rs, •:ffecttee Chtr: tr 1, 21112, Ilu!,n;res hcens.!d un!1•:i i.^aoler I55;F S. riwa pnrr•:e th•_'C•eparbtticnt .•Ittt in email oddre•s :} thry b, •<_ :