The URL can be used to link to this page

REV-16-698 Miami Shores Village LMAR 1 7 arsBuilding Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201 BUILDING Master Permit No. c cR11 1 N l��3 PERMIT APPLICATION Sub Permit No- 9 Y:�BUILDING ❑ ELECTRIC ❑ ROOFING YW EVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL OPUBLICWORKS [:] CHANGE OF ❑CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1 000 AAJF ?k�J Nit, City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Phone#: Address:_n_�_ 0(31)0 A Ild Ayt, U°1 City: tG� 66q,15 State: Zip: yf lg Tenant/Lessee Name: Phone#: Email: 5 f- b�L �cI 3a�- 9� � CONTRACTOR:Company Name:_ 0lN� Phone#: Address: X 6 1 ��A) �2 eI� City: Vu atw State: Zip: f Id Qualifier Name:' f VVtV1V Ui lar Phone#: State Certification or Registration#: C CIA j'5Q*�k-a*0- Certificate of Competency#: DESIGNER:Architect/Engiiqneer: l '' pp Phone#: "bG✓ [rJI (G SONO Address: k500 L11GY �r omits q0V City: Q L*w4aLk State: T Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ® Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: C"w�yl� 'C'y �e s � j"8�'I 4 Lac uv Specify color of color thru tile: Submittal Fee$ Permit Fee$45- Q) CCF$ CO/CC$ Scanning Fee$��, �� Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ f� l� Bond$ TOTAL FEE NOW DUE$ 9L q0 (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. JSignature a.,%/ Signature OWNER or AGENT CONTRACTOR The foregoing instrument was ackno ledged before me this The fcAegoing instrumept was ack owledged before me this day of 20--50 A by day of 1 20 by �ttS�q g who is person ally known to h7 a�6� a ,who is personally known to me or who has produced as me or who has produced�� k-1 � s identification and who did take an oath. �N��tl�t�N�/tr! identifi tion and who did take an oath. NOTARY PUBLIC: N,OF \RIS 100.4 JS�iNOT Y PUBIC: • �Irf*eo% 6 ZhLL.r en' Sig ; ei #AFF 7 *' Pri t: Seal: /yi��"6•:' •• •• '�� Seal: x0001% Notary Public State of Florida Joseflna Rodriguez STHii� ��\ oa My Commission EE 167780 of w Expires 0 311 8/2 0 1 6 APPROVED BY Plans Examiner Zoning / Structural Review Clerk (Revised02/24/2014) / 7 LNGREENHECKPrinted Date: 1/19/2016 Job: Barry University Weigands#138 Building Value in Air. Mark: OAL 0 P EH -601 DE Internal View 6 in. Frame,Wind-driven Rain, Horizontal Blade • Application & Design EHH-601DE is a Florida Product Approved and Miami-Dade Approved stationary horizontal blade wind driven rain extruded aiuminm louver designed • to protect air Intake and exhaust openings In building exterior _wails.-, EHH-601DE is tested In accordance with AMCA 600-L Air Performance,Water Paiietratiti arttl Wind Driven t3a7n.-EHFt-601D -tasted' -9=rdanoe with AMCA 640 Test Method for Louvers Impacted by Wind Borne Debris(Basic Protection, Missile Level D and Enhanced Protection,.Missile Level E). Ir EHH-601DE Is iP ri?etl tobear the AMCA seat allowing design professionals to r select and apply with confidence .EHH-601DE Is tested and approved per the i.___ • following Florida test protocols: TAS 201 (Large Missile impact), TAS 202 (Uniform Static Air Pressure)and TAS 203(Cyclic Wind Loading).Per:Mami- Dade EHH-601DE, y!be-instatled-inimtions W*tief-}i - ace beh#id`the--�' --touver.Lstiesigned4d accept water penetration and houses water resistantmater proof equipment,components or supplies. 1K Florlda PiQ ict Approval Number. Perxtire Miami DadoNOA Number 16-1013_12 !t R 172016 Width and Height dimensions are rough opening sizes. Construction Features = Frame Depth(in.): 6 Frame Thickness(in.): 0.081 Louver Material: Aluminum Frame Type: Flanged Flange Extension: Exterior Flange Extension(in.): 2 Sizing: Rough Opening Fixed Blade Thick.On.): 0.081 Shape: Rectangular Welded Construction: No Impact Qualified: Enhanced Lev E Options and Accessories Finish Louver Finish Type: Mill BirdScreen Bird Screen: internal Bird Screen Marl: Aluminum Bird Screen Type: 3!44.050 Flat Exp. Bird Screen Finish: Mill Mounting Build.Substrate Cond.: CMU Warranty Product Warranty: 1 Yr(Standard) •••• •Bottom flange will be removed on units with a cosmetic flange(no sleeve)due to the slit pan. • •996*• •0 60:0 Summary 0000.• '00'00 0000:. •00000 • • • 0000.. Sleeve Blade Free Area Sed. Sect. Sect. Max Strad. Installation • ••• • ID fl Tag Qty. W(in.) H(in.) ( ) Wlde High Ship Length Thick. Depth(m.) MOM� • ••••• ( ) � ) • • • ••• • 00000 2-1 1 12.000 1 12.000 1 0.22 1 1 1 1 1 1 1-None-1 0.081 1 Infinite I Chgwi 1.4 000000 0000•• • • • • • • • 0000•• 0000•• The maximum deem wind toad is 150 PSF.Please refer to the product data submittal Wormatiot for installation khsbuctiohs.Any add lf"strut rehdorcdRg n%mbars or no •••••• othermse sham as-ey amwftW shall be cunWered by otmrs.Urdess mdcated othmvdse flee fob&M are NOT included In tea quote provided:stnadulSl�teel,tirtchors tnt� • • substrate or structure.sttlms,badw rod.sealant,dissimilar material Isolation,field measuring,Irtstall0m,flastft trim,erheosurm btardwff portals,muAicu covers.hinged frames rimovattte suMrames.custom bUdlintsect sceen.34oat.metagle m xft exotic paint I dsttes.biturrMous pairds.taxes.PE stamped structural calculatiorts or lob specific anoneered subrtdtal drawtngs. CAPS 4.19.1724 G:1WineapslJ0BSWM%Barry Univensity Wefgands t#138.9N Page 2 of 4 Printed Date: 1/19/2016 LY.GREENHECK Job: Barry University Weigands #138 Building Value in Air. Mark: MOD Model: VCD-23 Ratings and General Construction Blade Action: Opposed Axle Bearings: Synthetic Standoff Bracket: 1.5 Frame Type: Channel Axle/Linkage Material: Steel Jackshafting: No Preference Material: Galvanized Blade Seal: TPE Clean Wrap: No Frame Thickness(ga): 16 Jamb Seal: 304 SS Sizing: Nominal Transition: None Blade Indicator. None Temp.Rating(F): 180 Actuator Sizing: Default SgFt Actuator Actuator Type: 24 VAC Actuator Operation: Spring Return Fail Position: Closed Actuator Mfr.: Belimo Actuator Mounting: Ext Sideplate NEMA Enclosure: Least Cost Operating Mode: Two Position Actuator Location: Left Side Auxiliary Switch: No Standard Flange Application& Design FramelI The VCD-23 is a ruggedly built low leakage control damper intended for t application in low to medium pressure and velocity systems.A wide range of electric and pneumatic actuators are available. Ratings Pressure: Up to 5 in.wg pressure differential Velocity: 3,000 f 1min Leakage: Class 1A @ 1 in.wg,Class 1 @ up to 5 in.wg 125in. Temperature: Up to 250°F Height max - (typical) Greenheck Fan Corporation certifies that the model amca VCD-23 shown herein is licensed to bear the AMCA @ m®a Seal. The ratings shown are based on tests and °BT06t AIR procedures performed in accordance with AMCA aa""09 Widthoampa� Publication 511 and comply with the requirements of the Location .A. Sin. AMCA Certified Ratings Programs. The AMCA Certified Sideplate Ratings Seal applies to Air Leakage and Air Performance Length ratings. ic Notes:All dimensions shown are in units of inches. Width i£Height furnished approximately 0.25 in.under size. Installation instructions available at www.greenheck.com. Row ID Tag Qty Opening W(in.) Opening H(in.) Drive Actuator Model Act Qty. Arrangement 1-1 1 12.000 12.000 Drive-CC-11-1FEL-0 TFB24 1 Total Qty: 1 Total Number of Actuators: 1 J� �'(,� 0000•• • • ••0•• 0000•• • • • • 00 • • • • 0.00.000• •• •• •• 0000••••• • 00000000 . • • 0000•••• 0000 • • • • • • 0000•••• 0000•• • 0000••• •••••• ••• • 99.00• • • 000000 0000 000000•6 • 0000•••• • • • • • • 0000•.•• 000••0 • • • • • 000 0000•••• •• • 0000 • • • • CAPS 4.19.1724 G:\Wincaps\JOBS\KM\Bany University Weigands#138.gfcj Page 1 of 4 1 I Printed Date: 1/19/2016 LM.GREENHECK Job: Barry University Weigands#138 Building Value in Air. Mark: OAL EHH-601 DE Internal View 6 in. Frame, Wind-driven Rain, Horizontal Blade ® Application & Design EHH-601DE is a Florida Product Approved and Miami-Dade Approved stationary horizontal blade wind driven rain extruded aluminm louver designed ® to protect air intake and exhaust openings in building exterior walls. EHH-601DE is tested in accordance with AMCA 500-L Air Performance,Water Penetration and Wind Driven Rain. EHH-601D is tested in accordance with AMCA 540 Test Method for Louvers Impacted by Wind Bome Debris (Basic ® Protection, Missile Level D and Enhanced Protection, Missile Level E). EHH-601 DE is licensed to bear the AMCA seal allowing design professionals to select and apply with confidence. EHH-601 DE is tested and approved per the ® following Florida test protocols: TAS 201 (Large Missile Impact), TAS 202 (Uniform Static Air Pressure) and TAS 203 (Cyclic Wind Loading). Per Miami- Dade EHH-601 DE may be installed in locations where the space behind the louver is designed to accept water penetration and houses water resistant/water proof equipment,components or supplies. Florida Product Approval Number: Pending Miami-Dade NOA Number: 15-1013.12 Width and Height dimensions are rough opening sizes. Construction Features Frame Depth(in.): 6 Frame Thickness(in.): 0.081 Louver Material: Aluminum Frame Type: Flanged Flange Extension: Exterior Flange Extension(in.): 2 Sizing: Rough Opening Fixed Blade Thick.(in.): 0.081 Shape: Rectangular Welded Construction: No Impact Qualified: Enhanced Lev E Options and Accessories Finish Louver Finish Type: Mill BirdScreen Bird Screen: Internal Bird Screen MatT Aluminum Bird Screen Type: 3/44.050 Flat Exp. Bird Screen Finish: Mill Mounting Build.Substrate Cond.: CMU Warranty Product Warranty: 1 Yr(Standard) `Bottom flange will be removed on units with a cosmetic flange(no sleeve)due to the sill pan. .•"'• Summary •• • ...... .. .. ...... Sleeve Blade •.•• • • • • Free Area Sect. Sect. Sect. Max Strutt. Installation •••••• ID# Tag Qty. W(in.) H(in.) (�) Wide High Ship Length Thick. Depth(in.) Methlbe00 ' 6•:0 (in.) (in.) • ••• • ••••• 2-1 1 1 1 12.000 1 12.000 1 0.22 1 1 1 1 1 1 None 0.081 1 Infinite I ChgW%.' ••; •••••• • • • • • • • • ••••••• The maximum design wind load is 150 PSF.Please refer to the product data submittal information for installation instructions.Any additional structural rmrvwftembers or gs not •••• otherwise shown as"By Greenheck'shall be considered by others.Unless Indicated otherwise the following are NOT Included in the quote provided:structu steel �il�,anchors igto sursourwing substrate or structure,shims,backer rod,sealant,dissimilar material isolation,field measuring,installation,flashing,trim,enclosures,blankoff panels,mullion covers,hinged freme•,�movebla subframes,custom birdrinsect screen,3-coat,metallic and/or exotic paint finishes,bituminous paints,taxes,PE stamped structural calculations orjob specific engineered submittal drawings. CAPS 4.19.1724 G:\Wincaps\JOBS\KM\Barry University Weigands#138.gfcj Page 2 of 4 'r r LNGREENHECK Printed Date: 1/19/2016 Job: Barry University Weigands#138 Building Value in Air. Mark: OAL Louvers Product Limited Warranty Thank you for purchasing Greenheck louvers.Greenheck warrants this equipment to be free from defect in material and workmanship for a period of 1 year from the date of product shipment.Any units or parts,which prove defective during the warranty period,will be repaired or replaced at our option when returned to our factory,transportation prepaid.Unless agreed upon otherwise Greenheck will not be held responsible for costs associated with removal or installation of product(s). The legal remedies described in this Limited Warranty are the sole exclusive remedy of Customer.This limited warranty will be void if payment from Customer is not received within a commercially reasonable time frame.GREENHECK MAKES NO OTHER WARRANTY,EITHER EXPRESS OR IMPLIED,REGARDING ITS PRODUCTS,OR ITS SELECTION AND APPLICATION,INCLUDING,BUT NOT LIMITED TO,COMPLIANCE WITH BUILDING CODES,SAFETY CODES,LAWS,MERCHANTABILITY OR FITNESS OR A PARTICULAR PURPOSE.This limited warranty is extended solely to the Customer.It is nontransferable and non-assignable,and the Customer shall not permit or authorize its employees,agents,representatives or customers to claim,represent or imply that this limited warranty extends or is available to anyone other than the Customer. In the event of material breach by the Customer of any of the conditions of this warranty,Greenheck shall have no liability for and product failure claims. Failure to pay Greenheck in full for original services will automatically make this warranty null and void. Greenheck will not be held liable for incidental or consequential damages of any kind. The limited warranty of product(s)replaced or repaired under this limited warranty shall be limited to the remainder of the original warranty period. Greenheck reserves the right to reasonable field access to diagnose and repair any product alleged to be defective. This limited warranty may not be modified by anyone and may not be changed by such things as purchase order forms or acceptance forms,unless otherwise agreed upon by Greenheck. This limited warranty is provided in lieu of any other warranty requirements or obligations,including,but not limited to,those within project specifications. All notices and claims given under or pursuant to this agreement shall be in writing and sent by certified or registered mail,postage prepaid,return receipt requested to: Greenheck,Attn: Louver Sales,525 Western Road,Schofield,WI 54476. By proceeding to use our products and services on your project,you accept the terms of these limited warranties. 0000•• • • •••• •000.0 • • • • • • 6 6 • .:00:000 •60 •• 0000••••• 000000 • • • 6000•• 0000 • • • • • 6 6 • •6.66• 0000•• 66•• •6.•66• •0000 • •66.6 • • 0000 00000 0000 000009•9 •••••6 • • • 0000•••• • • • • • • • • 0000•••• •• • 0060 • 0 • • CAPS 4.19.1724 G:\Winceps\JOBS\KM\Barry University Weigands#138.gfcj Page 3 of 4 Printed Date: 1/19/2016 LM.GREENHECK Job: Barry University Weigands#138 . Building Value in Air. Damper Drive Arrangements Job Summary -Start- Drive Arrangement: Drive-CC-11-1 FEL-0 Damper Drive Arrangements Job Summary -End- .... . . 0000 0000.. 0000.. 0000 0000.. 0000.. 0000.. 0000 • . 0 .0000. 0000 . 00 00 00. 00. 0000.0 0... .0 00.00 .. 0000.. .00... 0 . 0 • . . . . 0000.. . . .0000. 0 . . . . 0000.. .. . 000. . . 00 0 CAPS 4.19.1724 GAWincaps\JOBS\KM\Barry University Weigands#138.gfcj Page 4 of 4 Drive Arrangement Definition On multi-blade dampers(except vertical blade and Face&Bypass),they are given a drive arrangement code that helps describe the construction of the damper.The following breaks down what each number and letter represents. 22-2FEL- 2 T 1002 0@ 50 © 70 Q Number of sections wide Q Number of sections high Jackshaft Number of actuators or manual quadrants ® Who supplies the actuators or manual quadrants F- Factory m Actuator or C- Customer Supplied (field mounted) Manual Quadrant =' r+ Actuator or manual quadrant mounting E- External I - Internal B - Both internal and external © Actuator or manual quadrant location L- Left hand drive R- Right hand drive B - Both right and left 14 Damper Width t� Number of jackshafts On vertical blade and face&bypass dampers,they are given a configuration ID number that helps describe the construction of the damper.See the following examples: Model Drive Arrangement Prefix AMD-23,33,42 AMD AMD-42V VB .,.. DFD-210,230; D FDAF-310; MLS •••••• •••••• DFDAF-330;SEDFD-210 •• • '• FBH&FBV FB ' 'i" •••••� ••••@* 0004* FSD,OFSD,CFSD,SMD,SEFSD, Joe* . • SSFSD,SESMD,SSSMD series MLS ...' :••�•• ••••• (except vertical blade models) .... :000 ..:•• FSD-311V,SMD-301V VB ••'• •" 66.0:9 GFSD series GFSD •• •' 0000.. ICD series CC •••••• . 0000.. IMO series MLS •' .":•. MBD-15&VCD series(except CC vertical blade models) VCD-xxV(vertical blade models) VB Belimo TFS120, 120-S, 24, and 24-S Actuators Application The TFB series actuators provide true spring return operation for reliable fail-safe application and positive close off on air tight dampers.The spring return system provides consistent torque to the damper with and _ ,A without power applied to the actuator.The TFBxxx-S version is provided with one built in auxiliary switches. >t Torque rating (at rating voltage) 22 in.Ib(2.5N•m)constant exam. Timing (at rated torque and voltage) Motor. Less than 75 seconds o Spring:Less than 25 seconds @-40 to 122°F s Less than 60 seconds @-22°F ^>✓ Environmental Protection Ratings: Noma 2 Model Auxiliary Power Consumption Voltage Switch Running Holding Input in Vac TFB24 No 24 VAC, TFB24-S Yes 2W 1.3W 24 VDC TF6120 No Space Envelopes for VCD Series TF6120-S Yes 2.5W 1.3W 100-240 VAC For Vertical Blade For Horizontal Blade D 1 T Damper frame —►{ B T • • • 6666 ••••�• 6666 •• 00 60416•0 D • B :00000 • •000*0 • 0•041 • • • • • 41 •••4141• 0.41•• 6666 • • • 00 • • • • •• 000090 Width "T" "B" "D" Height "T" "Q" "D" • 60 >6(152)to<10(254) 0 3.5(89) 6(152) >6(152)to<10(254) 0 3.5 9) 6(152)• •0 0 0 0606:* >10(254) 0 0 40 6(152) Z10(254) 0 0; O 6(152) a•••• Dimensions are in inches(mm). --- -WW- 0 L.:*0 Dimensions are in inches(mm). •• Due to continuous product improvement,the actuator manufacturer reserves the right to change specifications without notice. For the most up-to-date information and maintenance,go to www.belimo.us MIAMI•DADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA} www.miamidade.gov/economy Greenheck Fan Corporation P.O.Box 410 Schofield,WI 54476 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building coda.••• This product is approved as described herein,and has been designed to comply witil•tho Florida Btiitding .... • Code,including the High Velocity Hurricane Zone. ��•••� .��.•� �••��• DESCRIPTION:Model EHH-601DE Aluminum Louver •• APPROVAL DOCUMENT:Drawing No.EHH-601DE,titled"EHH-601DE NOATh'awings'°,sheets 1 ••;•• through 9 of 9,dated 09/30/2015,prepared by Greenheck Fan Corporation,signed jWsUled by L=Wer P...... 0690 Nangia,P.E., bearing the Miami-Dade County Product Control approval stamp witKtJV.Notice of '° Acceptance number and approval date by the•Miami-Dade County Product Control Sedtion. 0Goo • MISSILE IMPACT RATING:Large and Small Missile Impact Resistant s :" a LABELING.Each unit shall bear a permanent label with the manufacturer's namebf logo,city,sl % model/series,and following statement: "Miami-Dade County Product Control Approved",unless bthdtwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No.15-1013.12 M"11 r)aoE cou>vTr Expiration Date:December 24,2020 �1712Q J� Approval Date:December 24,2015 f2. Page 1 Greenheck Fan,Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.EHH-601DE,titled"EHH-601DE NOA Drawings", sheets 1 through 9 of 9,dated 09/30/2015,prepared by Greenheck Fan Corporation,signed and sealed by Chander P.Nangia,P.E. B. TESTS 1. Test report on 1)Uniform Static Air Pressure Test per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94, 3)Cyclic Wind Pressure Test per FBC, TAS 203-94, along with marked-up drawings and installation diagram of Model EHH-601DE (sleeved)aluminum louvers, prepared by Architectural Testing, Inc., Test Report No. F0138.01-602-18,dated 09/08/2015,signed and sealed by Justin P.McDonald,P.E. 2. Test report on 1)Uniform Static Air Pressure Test per FBC,TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94, .•••• 3)Cyclic Wind Pressure Test per FBC,TAS 20;;24,*: • along with marked-up drawings and installation diagram of MdO THH-ddj19A(non;,..::. sleeved) aluminum louvers, prepared by Architectural Testing;Ine?, Test Report No, F0139.01-602-18,dated 08/27/2015,signed and sealed by Justifi? VcDo1Wd:V.E. . 6690. 0000.. ... 0000.' C. CALCULATIONS 0 • • 1. Structural and anchors calculations prepared by Chander P.Npg;.�.E.,datad• "',' 09/30/2015,signed and sealed by Chander P.Nangia,P.E. ;0.0%0 •••0 0 0 • • • . 9 .0996. .. . 6666 6 6 D. QUALITY ASSURANCE • 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code compliance to the 51h edition (2014) FBC issued by Chander P.Nangia,P.E.,dated 09/29/2015,signed and sealed by Chander P.Nangia,P.E. 2. Statement letter of no financial interest issued by Chander P. Nangia, P.E., dated 09/29/2015, signed and sealed by Chander P.Nangia,P.E. Carlos M.Utrera,P.E. Product Control Examiner NOA No.15-1013.12 Expiration Date:December 24,2020 Approval Date:December 24,2015 E-1 o � �7 DETAIL # HORIZONTAL SECTION CUT 1 PAGE # 2 CHANNEL FRAME g� (no M 3�i o � T- bull _V) c�z o w w O dg o U ...br ....,,.�.- (o Z W zoo 3 3 rlz a v= 3 3 OPP. Am- w v _ Kho W I 1 P 0 g 8r i-C Q 0 oox gizzw j UW $ �\tH4ltilu�t,��'', �i O �.��P:��ENSF'1'G+ m03 u.= �q z y No.21838LLI 00 / y '� ` vo 0.... _ N```� i • f ut 5 •• ••• •• •• VERTICAL SECTION CUT o q I; • • • • • • • ••• to 48.0 MAX EIRH, PAGE NOTES (TYP ALL PAGES)—/ S. SEENOTES FOIA MATt—�MDE S�C,'TIOIJS 91 . • . • . . . . • • . •. .• • . . .. •. ... . . • ..• . . A Of O DETAILv V o m PAGE 0.250 TYP 7.410 LOUVER DEPTH W/MOUNTING ANGLES a a = 0.500 MAX tT1, 1 2 HEAD DETAIL CHANNELFRAME END ANCHOR OFFSET VARIES, w 20 20 TYPICAL AT BOTH ENDS OF ANGLE, 0.500 MIN, 3.500 MAX Z J m 1 gs a tj I 30 SEE ANCHOR CHART, 8.0 O.C. MAX w ID o- 20 20 w lL w 0_LLI .J o x O Z o Z co z 5 =U W o 3 w P 0 0 a 0 rr w� w = ma o c� > N y 21 5.0 O.C. MAX o z w IL z g i o0 END FRAME SCREW OFFSET VARIES, �z TYPICAL AT BOTH ENDS OF ANGLE, $r3 m 0.50011 MIN, 2.000 MAX o 0 � � 1 N� 4 20 2/SILL END ``,````,0 tn01 PttN�'�',''' z •• ••• • ••• • i ••• 0.250±0.125 J Q �1C+EN3tr y, we o 2 2 SILL DETAIL f No.211)08 • • 31 CHANNEL.FRAME ••• ••i ••• i i •• A=Egg 1. 0 r JgMrgt>r � f. 0.250 TYP 32 a•• 3 t F "• ....• �``�� o 0.500 MAX • • •' i •i• • ••• O- >� 0(t.• ��ii MAL • -;--:3.009 LO?M CRAM; DEPTH • • Z/I; Hood: 3 •• • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • °' o 0 0 m to� � I ,x W l ZU a U 0 to (Wy o C7 to 8 w 5 z� 31 30 SEE ANCHOR CHART, 8.0 O.C. MAX IN 0 D d �i ¢LLI � 21 5.0 O.C. MAX sa O Q D la I W O z co z D i SILL TO BLADE 20 i =V � w d a o �z w 20 2/BLADE END ALTERNATE ALLOWABLE o A w ORIENTATION OF ITEM 5 AT w c z ONE OR BOTH JAMBS, SEE Q PAGE NOTES. y of 0 w N D z 0 o s9 0 0 W a 2 g "O �� a SILL TO BLADE 20 p Z 00 P :'�� '�°`MSF''ip, � b tdo.24938 '9 o 0.375 TYP 0.375 TYP %9 �T r = =1 0.500 MAX ACTUAL LOUVER WIDTH, ACTUAL SECTION WIDTH 0.500 MAX '%O� '�� c b SUBSTRATE 40PENING ZNIEaH:R �I tEjIN.•LtUVER WIDTH • •• • • • • •ww • •• ••• •• • • • •• 3 3 JAMB DETAIL 3 3 JAMB DETAIL 9 V o CHANNEL FRAME OPP. CHANNEL FRAME N aa� Z$a • ••• • •••• • . !X!A � • • • • • • • • N9eat • •• . •. • . • F V Q .•• . • • • •w• • w • •• •• • • • •• •• ••• • • • ••• • • � 115,HORIZONTAL SECTION CUT to z 00 z- 4 5 SLEEVED FRAME Q W 0 a Z� t W 0 2 i to W N ' W Q i =S W oW 6 ; i 6 WV) 6 ; 6 Opp. z i i O t OW i i t W _ Z 15 1 I US 00.,p.Ec Ov ;9 rc 9 5 •• ••• ••� ••• ••• VERTICAL SECTION £6'F No.219 O ••• ••• • ••• • • %9s WU � a 48.0 MAX ACTLIAL LOUVCR &-CTI04 VMD'Q i, SEE NOTCS FUR OML9.TI—Wlp; SEC`RON9 • dill . �'�/i AI �� 93�� •• • ••• • ••• ••• `` • • • • • • • • • • ••• • • • ••• • • 16.000 MAX LOUVER DEPTH W/ SLEEVE rn c 4 5 HEAD DETAIL ' SLEEVED FRAME 32 0 m SLID UP TO SUBSTRATE THEN •' = rn = SUBSTRATE DEPTH, 6 SECURED TO SLEEVE (REM 10) 0.250 TYP 1.500 FLANGE 5.781/5.969 MIN AT HEAD/SILL BY FASTENER (ITEM 21). 0.375 MAX TO 14.500 MAX w 20 20 21 6.0 O.C. MAX. 10 Z VS .2 3a m S qq 7 0.600 MIN O 1.412 MIN ISWai Q p s m = p 20 20 Z N SUBSTRATE, TYPICAL FOR SLEEVED FRAME SETUP: ANY SUBSTRATE IS 1a.5 WL�.ALLOWED THAT CAN WITHSTAND LOADS IMPOSED BY THE LOUVER 0 0 'n ASSEMBLY (DETERMINED BY OTHERS). ALLOWABLE SUBSTRATES (BY ® O to o OTHERS) INCLUDE (BUT NOT LIMITED TO) WOOD, STEEL, STEEL STUDS, Li w CONCRETE, CMU, AND/OR ALUMINUM. a0 4 W _ 3 c� & a v � w _ z o z > a o , v 2 U _N NW aZ o b o m ao 0 o m 20 2/SILL ENDSao !'0 7.0 O.C. MAX v� 0.250 TYP j 1.500 p s No.21938 x 0.375 MAX FLANGE a 33 tgeNas waft =� g _,ti ••• ••• ♦p Dom d 00 2 • • '• • • • �7-0 NO P; �+ o ebSILL DETAIL �--6.000 LOUVfiR FUME DEPT: :.• • By Cj, ° p,�flrNA SLEEVED FRAME 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• N W 00 SUBSTRATE, TYPICAL FOR SLEEVED FRAME SETUP: ANY SUBSTRATE • . IS ALLOWED THAT CAN WITHSTAND LOADS IMPOSED BY THE LOUVER = ASSEMBLY (DETERMINED BY OTHERS). ALLOWABLE SUBSTRATES (BY z w 7.0 O.C. MAX w OTHERS) INCLUDE (BUT NOT LIMITED TO) WOOD, STEEL, STEEL VIEW STUDS, CONCRETE, CMU, AND/OR ALUMINUM. w - z z 0 » f$ SLID UP TO SUBSTRATE THEN In o A—A v1 obi 6 SECURED TO SLEEVE (ITEM 10) o Z J o BY FASTENER (ITEM 21). w 1.300 (TOP SLEEVE 9 �j �1 IST HOLE LOCATION) p 21 6.0 O.C. MAX 5� �f ^a p W N J ssssss s z K s o w L` 3 10 BOTTOM ,101,S f�f� n5 p O o a p 10 TOP �G�FV sss ss co S�y �c0�f 2.000 (eoTroM SLEEVE _N 0 7.0 O.C. MAX 22 40Q�Np 0ps� 1ST HOLE LOCATION) W � p . a 0p'�fss t� � w a SILL TO BLADE 20 'a = 20 2/BLADE END p1 ? 000 7.0 O.C. MAX 3 z + o ago S $ LOUVER PARTS NOT SHOWN FOR CLARITY rn Iri p z ' � o 8 © ao SILL TO BLADE 20 Z N 32 Q p 32 O C z� U `'! r.lilllilfl7pfff,' z Z • • • • • • • • • O `A%*""P......P:.Nq�2i4 0 1.500 FLANGE • t. dy FLAQGE; • J �St:��CENgF,,C�'. 3 9 •• • i • • i i•a.2SO•NP Aep No.21938 :9 0.250 TYP, 0.375 MAX •• ••• •• • 0.375 MAX pfa� K f ACTUAL LOUVER WIDTH, ACTUAL SECTION WIDTH Dm9 T SUBSTRATE OPENING WIDTH, NOMINAL i.OUVfA•WIDTH • .¢ MI �;�,i•••F 1' .•W, o • • • • • • • • t)('J'i��t/ 11A ill��`` 6 6 % JAMB DETAIL ••• •• 6 6 ARAp'DETAIL SLEEVED FRAME OPP SLEEVED FRAME `v/S • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • n 5.722 rn Wo 6.000 � � to TIV �� ti# r, z p� m 6 0.081 TYP o N 0 0, � ti 0 o p0 M rn L /1 SILL (CHANNEL FRAME) � I•� -5.723 Y 8083-TS ALUMINUM, do r,1 HEAD (CHANNEL FRAME) 0.081 TYP /y BLADE (CHANNEL & SLEEVED FRAMES) -►I0.941�- n° J 8083-TS ALUMINUM 8083-TS ALUMINUM Q s p ,rI zo Li 1.063 TYP 5 Q a n JAMB (CHANNEL FRAME) 0.6675 MIN L 8053-T5 ALUMINUM $ O 2 • 0.813 MAX SUBSTRATE ANCHOR 0.125 TYP0.125 TYP AQ N W S pO 00.250 ALWAYS, 00.250 ALWAYS, o 0.081 TYP FRAME ANCHOR HOLE SLEEVE ANCHOR HOLE N 0.785 ALWAYS 0.8125 ALWAYS 1.250 1.500 TYP 5.816 1.063 1.5 2.563 MOUNTING ANGLE (CHANNEL FRAME) n MOUNTING ANGLE (SLEEVED FRAME) HEAD (SLEEVED FRAME) 606146 ALUMINUM a 6063-T5 ALUMINUM 8005-T5 ALUMINUM @8f/ 1 JAMB (SLEEVED FRAME) 0 6005-T5 ALUMINUM 15.825 MAX DEPTH (INTO PAGE) FOR TO MAKE A n 16.000 MAX OVERALL LOUVER W/SLEEVE DEPTH o ALONG JAMB •• ••• • • • • • •• ��utnuwn�� E to • ALONO JAMB • •i •y• SO it P. • •• • • P'DQ :i• • �A �`�P;•��GEbS�:G� 0.081 TYP =� ••• ••/3l Ottl�•1 IEA[j/Sll� i •� 'g G,r Aeaaedr WrtM No.210 �--WIDTH VARIES -I �e r6,000 • ••• • ••• • • � � T SILL (SLEEVED FRAME) 10*FQRMED SL f EVE•(%LEEf IED iRlw) 4 Q 8005-75 ALUMINUM ••5982-1 g?ALUMMM• i• i•• ••• C �r�t� tL**11%\ 00 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • m 7. ALL ALUMINUM, STAINLESS STEEL, AND ITEM DESCRIPTION MATERIAL INTERNAL ID@ NOTES PLATED/COATED STEEL PARTS PROVIDED BY c THE LOUVER MANUFACTURER ARE INHERENTLY 1 HEAD, CHANNEL FRAM6063-T5 ALUMINUM 125320 CORROSION RESISTANT OR HAVE A CORROSION 2 JAMB, CHANNEL FRAME 6063-T5 ALUMINUM 125321 RESISTANT COATING. • = °D = 3 BLADE, CHANNEL & SLEEVED FRAME 6063-T5 ALUMINUM 125309 B. STEEL STAINLESS STEEL AND ALUMINUM w 4 SILL, CHANNEL FRAME 6063-T5 ALUMINUM 125044 PARTS MAY BE MADE OUT OF ALTERNATE to 5 MOUNTING ANGLE, CHANNEL FRAME 6061-T6 ALUMINUM 125811 AT JAMBS ONLY ALLOY THAT HAS EQUAL OR GREATER YIELD w 6 MOUNTING ANGLE, SLEEVED FRAME 6063-T5 ALUMINUM 125151 AROUND PERIMETER STRENGTH. PART DIMENSIONS ARE MINIMUMS p 7 HEAD, SLEEVED FRAME 6005-TS ALUMINUM 126101 UNLESS DEFINED OTHERWISE. V) Z 8 JAMB, SLEEVED FRAME 6005-T5 ALUMINUM 126103 J9. THE INTERNAL ID NUMBERS SHOWN ON Z w 9 SILL, SLEEVED FRAM 6005-T5 ALUMINUM 126102 THIS PAGE IS FOR FACTORY PURPOSES ONLY 10 FAMED SLEEVE, SLEEVED FRAME 5052-H32 ALUMINUM 100172 AND MAY BE UPDATED AT ANY TIME. ANY Z --- I --- --- --- --- UPDATE WILL NOT ALTER THE ITEM AS p Lij $ 20 Y10-16x2.25L SCREW 3SERIES STAINLESS 416351 DESCRIBED HEREIN. LESS STEEL 10. ALL UNITS ARE IMPERIAL, s airs O 1/4-2045L SCREW, HILTI KWIK-FLEX W/ SHORTER OVERALL LENGTH (WITH 0.313 MIN Z N 21 KWIK-COTE, BY LOUVER MANUFACTURER COATED STEEL 416581 THREADED LENGTH) ALLOWABLE 11. THE LOUVER IS NOT DESIGNED TO ° N w Z 300 SERIES PREVENT WIND DRIVEN RAIN FROM odti O 22 #10-164.51L SCREW STAINLESS STEEL 417207 PENETRATING THE SPACE BEHIND THE LOUVER. p 0 _ THE LOUVER SHALL BE INSTALLED 11" A NA t0 Yf -- --- �- --' --- LOCATION WHERE THE SPACE BEHIND THE I U BY OTHERS, MINIMUM OF ONE TYPE REQUIRED, SEE LOUVER IS DESIGNED TO DRAIN WATER 30 SUBSTRATE FASTENER, SEE ANCHOR CHART SEE ANCHOR CHART N/A Ni = w ANCHOR TABLE FOR ADDITIONAL INFORMATION PENETRATING INTO THE ROOM OR THE ROOM W 0 SUBSTRATE - GROUT FILLED CMU GROUT FILLED CMU N/A WILL HOUSE WATER RESISTANT OR WATER SUBSTRATE - CONCRETE CONCRETE N/A BY OTHERS, MINIMUM OF ONE SUBSTRATE TYPE PROOF EQUIPMENT, COMPONENTS, OR 2 REQUIRED, SEE ANCHOR TABLE FOR NEEDED EDGE SUPPLIES. 31 SUBSTRATE - STEEL STUD STEEL N/A DISTANCE, SPACING, EMBEDMENT, ETC. — SUBSTRATE - STRUCTURAL STEEL STEEL N/A IT IS THE RESPONSIBILITY OF THE PERMIT HOLDER SUBSTRATE - WOOD WOOD N/A TO VERIFY AND TO FACILITATE SEPARATION OF SUBSTRATE - ALUMINUM ALUMINUM N/A DISSIMILAR MATERIALS. 32 SEALANT AND BACKER ROD VARIES N/A BY OTHERS, OPTIONAL - AS REQUIRED r 33 1 SHIM, MON-COMPRESSIBLE VARIES N/A BY OTHERS, OPTIONAL - AS REQUIRED bM6{ GENERAL NOTES: (I, N Apprhoft oredr wltDtl• 1. IT IS THE RESPONSIBILITY OF THE PERMIT HOLDER TO VERIFY THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE TO SUPPORT THE LOADS Eke tdt� IMPOSED BY THE LOUVER ASSEMBLY. THE LOWER MANUFACTURER DOES NOT DETERMINE THE STRUCTURAL INTEGRITY OF THE SUBSTRATE STRUCTURE. 2. THE LOUVER HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH MWMI-DADE COUNTY PROTOCOLS (AND QUALIFIED IN ACCORDANCE WITH THE BY m CURRENT FLORIDA BUILDING CODE, AND TEST PROTOCOLS/STANDARDS THEREIN): ] c TAS-201 (LARGE MISSILE IMPACT TEST) v �/ TAS-202 (UNIFORM STATIC WIND PRESSURE TEST) TAS-203 (UNIFORM CYCLIC WIND PRESSURE TEST) ��N1titt11i1tnnnN�i ^n ..........roiQ�y4i�i 3. THIS LOUVER HAS BEEN DESIGNED, TESTED, AND APPROVED TO WITHSTAND DESIGN PRESSURES OF UP TO AND INCLUDING +/-150PSF. ��``�?�.•. GBNS$'':C!�'.� z 4. MAXIMUM SINGLE SECTION SIZE IS 48 INCHES WIDE BY 48 INCHES HIGH. •A lTI9Lt*.SEtTI"dV & IOUND TOGETHER TO CREATE A �Vt No. °;*� �8 MULTI-WIDE ANO/OR MULTI-HIGH ASSEMBLY PROVIDED THERE IS SUBSTRATE SN ALL FOUR SIDES•OF•EACH-SINGV SECTION AND SECURED TO THE !Q z SUBSTRATE AS NOTED HEREIN. • •• • • • • ••• i • • • • • • • • • ? o OF ;u.r • •• •• • • • • 5. GENERAL COINER CONSTRUCTION: HEAD, SILL, JAMBS, AND BLADES ARE EXTRUDES ALUMINUM. THE BLADE SP•ACING IS 2.125 INCHES. BLADES 4. C,,.'♦ . �� DHEADSARE SECURED TO THE JAMBS WITH TWO REQUIRED N ANY INSTANCE ORSCREWS PER END. THE SILLS ARE SECURED TO THE JAMBS WITH TWO SCREWS PER SILL END. OBS :igSs/ONAi • ••• • ••• • • ��rnnnuatt" 6. INSTALLER TO PROVIDE SEPARATION OF DIS—SIMILAR MATERIALS AS REOVIR9D PER CURREW FLORIDA BIlILDNG•CgDE. SEE OLDER 2010 FLORIDA BUILDING CODE SECTION 2003.8.4 FOR ADDITIONAL INFORMATION ON SEPAM 112N C: DI%SI" AtTALS, •• i • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • n SUBSTRATE AND FASTENER TABLE p1 0 ITEM 31,SUBSTRATE ITEM 30, SUBSTRATE FASTENER � tL THICKNESS MATERIAL EDGE EMBED. SPACING SPACING HEAD DIA. ANGLE HOLE SUBSTRATE m TYPE MIN MIN TYPE tAi.l FASTENERS ARE HEX HEAD STYLE) MAT'L DIA. MIN MIN MAX MIN MIN ITEM 5, MAX HOLE. MAX X _ 1/4 1 1/2 23/32 5 3/4 1 1/2 1/2 5/16 SEE FASTENER WOOD 3 G OF 0.42 LAG SCREW, 3 INCH MW LENGTH • MANUFACTURER 3/8 11/2 23/32 61/4 2 5/8 7/16 INSTRUCTIONS 16 GA BST W/NUT 8 1/2 HEAD 5/16 (0.056) 0.056 9/16 NUT Ld 5 5/8 0 J STEEL 14 GA Fy 33 KSI ■ 1/4-20 5/8 1 5/16 O m (0070) Fu 45 KSI OA70 63/4 SEE FASTENER z Q THREAD CUTTING/TAPPING SCREW 1/2 MANUFACTURER o 3 F- 12 GA INSTRUCTIONS cr (0.099) OA99 8 n Q O = BOLT W/NUT 1/2 HEAD L 9/16 NUT 4 ALUMINUM 18 06 63-T5 ■ 1/4-20 1/2 1/8 8 1 5/165.14SEE FASTENER O THREAD CUTTING/TAPPING SCREW 1/2 MANUFACTURER z INSTRUCTIONS a W l 1/2 5 1/4 a O W 2 KSI 2 1/4 1 1/2 6 O 2 1/2 6 3/8 to f— 3 6 3/4 =1 BUILDEX TAPCON (BLUE,WHITE, OR 410 SS) VARIES 1/4 1 I/2 4 1/4 2 AS MANUFACTURED1/4 2 m 2 t 1/4 5 W N 3 KSI 3 6 1 1/2 1 3/4 6 1/4 3 7 1/2 23 KSIELCO AGGRE-GATOR 300 SS 1/4 1 1/2 1 3/4 6 7/8 3 MANUFACTURED AS t/4 2.9 KSI ELCO ULTRAC13N SS4 410 SS 1/4 2 UI 1 3/4 4 8/8 3 MANUFACTURED l/4 CONCRETE 3,4 KSI ELCO CRETE-FLEX SS4, SMALL HEAD 410 SS 1/4 1 1 3/4 6 3/4 6 AS 1/4 SEE FASTENER ELCO CRETE-FLEX SS4.FLANGED HEAD g MANUFACTURED MANUFACTURER t 1/2 4 5/8 INSTRUCTIfiMfSAS Pkim ~ — = 1/4 2 17/8 61/8 5/16 Oft MANUFACTURED 2S KSI FOYERS 316 STAINLESS STEEL WEDGE-BOLT 316 SS 1 1/2 5 I/2 t N AS By v� 3/8 2 2 3/8 7 1/4 MANUFACTURED 7/16 dd 4 2 1/2 8 >p.� �S 2 KSI l 1/8 4 5/8 1/4 2 g 1 AS 5/16 ````�pttiit11fA14Ury�41/1 4 KSI ! 5/8 5 1/4 4 MAMHIFACTURED ��`Q2� CEN FAC/ POWERS WEDGE-BOLT PLUS •• Sir" i 1/29 �c �' ;9$ 2 KSI • • • • B • • 3 1/4 V: Na,21038 • • • •2 t/g• • • g AS * . 4 KSI • •i i/� 1 8 • 4 S/8 1 1/2 MANUFACTURED 7/l6 3 q 3 NOTE 1 ELCO AGGRE-GATOR 300 SSI 2 2, 8 3 SEE FASTENER GROUT FILLED J.2 ELCO ULTRACON SS4 410 SS 1/4 2 1 1/4 3 AS MANUFACTURER CM2J/2 U 3 RED 2 /2 3/4 MANUFACTURED INSTRUCTIONS ' pNNAttI t�� NOTE 3 POWERS WEDGE-BOLT PLUS • • 49TEEL 3/S •2 t '02 41g 6 7/16NOTE TE U CONCRELAG CTE MASONRY (CMU) SHALL BWS SHALL HAVE E> THE FOLLOWIM 6'S OF MINIMUM GRADE t IDE, CMU CCONFORMING TW ASTN t 90 FILLED WI#H44,747 9(SI GR9UT.• GRADE 2 STEEL. TE Bi CONCRETE MASONIRY (CMU) SHALL BE > THE FOLLOVM 6' WIDE,2 KSI CMH) ING ASTM - WI 1624 KSI-GROUT.— PTE I OUT.TE 31 CONCRETE MASONRY (CMU) SHALL BE ) THE FDLLUVRO 6' VIAE,GRADE N. TYPE II,LIGHT-WEIGHT/MEDIUM-VEIGHT/NDRMAL-WEIGHT CMU CONFORMING TO ASTM C-90. MORTAR MUST BE TYPE N. ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 5 1WiAM!!•DADE 14IIAMt-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Strect,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE(NOA) wxtiv,nttamidade,Foy/economy Sehlage Lock Company 6810 Hillsdale Court Indianapolis,IN 46250 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dado County RER-Prodnet Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AH1). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the A14J may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. 9000 This product is approved as described herein,and has been designed to comply with the Florida Building Coder,...' ...... including the High Velocity Hurricane Zone. • DESCRIPTION:SteelCmft 1 SaimSingle Flush-Outs%rJrrgnComm,e'relal�S eel Deo:w/nabrtfa.xid�T ill • ...... APPROVAL DOCUMENT:Drawing No IRF S07 Rev K,titled Steelcraft II series Sin le Prirsfi o itswin$",streets ...... 1 through 13 of 13,prepared by the manufacturer,dated 05-20-07 and last revised on 03/17/15p�1�*edand sen fedoby Thomas Gordon,P.E.,bearing the Miami-Dade County Product Control Revision stamp with tang lot�ce of 4 fpta�nce *0:000 number and expiration date by the Miami-Dade:County Product Control Section. • . • .. . .. ...... MISSILE IMPACT RATING:Large and Small Missile Impact o..... • Limitations: • . . . . ...... 1. See Design Pressures,Sizes,Hardware and Water infiltration(Threshold types)limitations in sheets 1,2&trgof the . . drawings.Lower design Pressure shall control tine assembly. 0000 :00 Go: 2. ElFom P200(Polyisocynurate)is by Elliott Company of Indianapolis. 3. Use of Ives Viewers(model U696/U698)is limited to+/--75 PSF. 4. Electrical/Electronic functions and Fire ratings are not part of this approval,such functions to be reviewed and approved by AHJ. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,Cincinnati,Ohio and Series and following statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revise,.%&renews NOA#12.0305.14(Ingersoll-Rend)and consists of this page l and evidence pages E-1, E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I,Chanda,P.E. NOA No.13-1217.16 Expiration Date., May 05,2016 ` Approval Date: May 07,2015 �1�� Page 1 9 d Schlage Lock Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's parts and sections drawings(Submitted under file as below). 2. Drawing No IRF S07 Rev K, titled"Steelcraft H series Single Flush outswing', sheets 1 through 13 of 13,prepared by the manufacturer, dated 05-20-07 and last revised on 03/17/15, signed and sealed by Thomas Gordon,P.E. B. TESTS(Submitted under files 012-0305.14/#10-0209.07/#07-0829.04) 1. Test report on 1) Air Infiltration Test,per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Large Missile Impact Test per FBC,TAS 201-94 4) Cyclic Wind Pressure Loading per FBC,TAS 203-94 5) Forced Entry Test,per PA 202-94 Along with manufacturer's parts and section drawings of Single outswing steel doors w/ Stainless steel continuous Hinges & modified Hat stiffeners, marked by Certified Testing Lab, Test Reports No(s).CTLA-3045W dated February 16,2015,signed and sealed by Ramesh Patel,P.E. ."". . . .... ...... 2. Test report on • . 1) Air Infiltration Test,per TAS 202-94 •• ' 2) Uniform Static Air Pressure Test,Loading per TAS 202-91••;•• • 3) Large Missile Impact Test per FBC,TAS 201-94 :000% 4) Cyclic Wind Pressure Loading per FBC,TAS 203-94 ***see :""' ..... 5) Forced Entry Test,per PA 202-94000000 ... . ..... Along with manufacturer's parts and section drawings of double outswing steth deers w/CVC panic ••••;• exit and Peep hole,marked by Element Material Technology,Test Reports N:)t9,WSP011623P •• dated May 14,2013,signed and sealed by Jason Sheen,P.E. •"••' 3. Test reports on : •'• ' .•••• 1)Uniform Static Air Pressure Test,Loading per FBC TAS 201-N.• •o 0;• o• 2)Water Resistance Test per FBC TAS 202-94 Along with marked-up drawings and installation diagram of double steel commercial doors, prepared by National Certified Testing Laboratories Inc., Test Report No. NCTL-210-03.0514-11, dated August 31, 2004 ,NCTL 210- 03-3511-1 dated 04/09/08 and NCTL 210- 03-3549-1 dated 08/26/08,all signed and sealed by Gerry Ferrara,P.E. Note: Test report No(s): NCTL210-3549-1 and NCTL-210.3511-1 have been revised by an addendum letter,issued by Lab,dated Feb.04,2009,signed &sealed by Gerard J.Ferrara,P.E. 4 Test report on 1) Air Infiltration Test,per TAS 202-94 2) Water Resistance Test per FBC TAS 202-94(Not conducted) 3) Uniform Static Air Pressure Test,Loading per TAS 202.94 4) Large Missile impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per PA 202-94 Along with manufacturer's parts and section drawings of double flush outswing steel doors, marked by National Certified Testing Lab, Test Reports No. NCTL-210- 3580-2, dated March 25, 2009, signed and sealed by Gerry Ferrara,P.E. Ishaq I.Chanda,P.E. Product Control Examiner NOA No.13-1217.16 Expiration Date: May 05,2016 Approval Date: May 07,2015 E-1 n 9 Mine Luck Cornnany NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(continue) 5. Test report on(transferred from file#07-0829.04) 1) Air Infiltration Test,per TAS 202-94 2) Uniform Static Air Pressure Test,Loading per TAS 202-94 3) Large Missile Impact Test per FBC,TAS 201-94 4) Cyclic Wind Pressure Loading per FBC,TAS 203-94 5) Forced Entry Test,per PA 202-94 Along with manufacturer's parts and section drawings of double glazed outswing steel doors, marked by Certified Testing Lab,Test Reports No(s). CTLA-776W dated February 20,2002, CTLA-975W dated Jan 23,2003,CTLA-882W dated Aug 29,2002,CTLA-1035W dated May 28,2003 and,CTLA-1086-W dated Nov. 17,2003 and CTLA-1107W-3 dated June 30,2004,all signed and sealed by Ramesh Patel,P.E. Note:Test report CTLA-1035 W has been revised by an addendum letter dated Feb 20,2009•,SWned and sealed by Ramesh Patel,P.E. • 6. Additional Reference test report No.CTLA-1107W for strap anchor qualifl'catPon. .• ••.' 00000.00 000000 0000: 0000•... C. CALCULATIONS: (Submitted under file#10-0209.07) so**** • 0000.... 1. Anchor verification evaluation report dated 04/27/2007 and last revised otti0Tft2008,0Wepated, • • signed&sealed by Thomas Gordon.,P.E, •••• ••0000 2. Hinge Load Evaluation report dtd 01/04/04,prepared,signed&sealed by'1 rUs Gordon,•Pt. 0"" 0000 0000 0000 000 00.0 0000.... . D. QUALITY ASSURANCE BY • • • • 0000.... 1. Miami Dade Department of Regulatory and Economic Resources(RER).. 0 •• • 0000 0000.... E. MATERIAL CERTIFICATIONS(items 6 thru 9,submitted under file#10-0209.09) •• 1. Material composition&Flammability properties and Material Safety Data sheet of Pyrophobic P25C-60 core by Pyrophobic System LTD,dated DEC 05,2010,issued by I.Zhvanetsky, chemical consultant. 2. Material composition&Flammability properties and Material Safety Data sheet of Calcium Silicate mineral block,issued by Marshfield Door Sys,Inc.,Marshfield.WI 54449. 3. Test Report No. 12-11177,Nov 29,2012,issued by Commercial Testing Co.for"Surface Flame spread&Smoke density Characteristics of Building material"per ASTME84-12 for "Blfoam P200",issued to Elliott Co.of Indianapolis Inc. 4. Test Report No. 16206-122543 (1015P200(3)),dated November 29,2004 for"Surface Burning Characteristics of Bldg.material"per ASTME84 and self-Ignition per ASTM1929D for "Polyisocyanurate"issued by Omega Point Laboratories,Inc. to Elliot Co.,Indianapolis,IN. S. Tensile test report#CTLA-776W(0194H),dtd 02/25/02 prepared by CTL,Architectural Division,sheet samples,tested per ASTM E8,signed&sealed by Ramesh Patel,P.E. 6. Test Report No.3094867SAT-001,April 13,2006,issued by Intertek for"Surface Burning Characteristics of Building material"per ASTMF84 and self-Ignition per ASTM I929D for"EPS",issued to Falcon Foam,a Div,of Atlas Roofing,re-named as"ATLAS EPS' `c,.._ lXshaq 1.Chanda,P.E. Product Control Examiner NOA No.13-1217.16 Expiration Date: May 05,2016 Approval Date: May 07,2015 E-2 Sclilaee Lock Comnanj NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(continue) 7. Tensile Test report No.Al03W 1-Test 1,2&3 dated 23 APR 03 per ASTME-8 for steel face sheet,prepared by Certified Testing laboratory,signed and sealed by Ramesh Patel,P.E. 8. Test Report No.3094867SAT-001,April 13,2006,issued by Intertek for"Surface Burning Characteristics of Building material"per ASTME84 and self-Ignition per ASTM1929D for "EPS",issued to Falcon Foam,a Div of Atlas Roofing,re-named as"ATLAS EPS'. F. STATEMENTS:Except items#1 thiu 5, balanced items submitted under file#10-0209.09. 1. Letter of conformance to FBC 2010,dated 02/15/12&03/17/15,prepared,signed and sealed by Gordon Thomas,P.E. 2. Statement letter dated Nov.26,2013 issued by Ingersoll-Rand for name change,signed by Jim Donlan,Compliance Engineer. 3. Ingersoll—Rand press release,dated 12/10/12,integrating the brands of Ingersoll—Rand amd• Schlage among others. • • •••• •••••• 4. Department of State Certification of Reinstatement for SCHLAGE LOCIC'COMPAINY,.LZC as a limited liability company,active and organized under the laws of the S OU of Florida,dated 03/17/06 and filed with the Secretary of State :....: 5. Certification of Formation dated 12-08-2003 of Schlage Lock Company,q.T Q.Nsued M'O•0• 00000 • Secretary of State of Delaware. • ...... ... . ..... 6. Statement letter of conformance to FBC 2007 and no financial interest,dated.AB 02,20N: •••••• prepared,signed and sealed by Gordon Thomas,P.E. •••••• • •' 7. Laboratory Compliance statement issued as pant of the above test reports: * : ;• •;• 6666:0 8. Addendum letter dated DEC 19,2011,issued by Certified Testing Lab vOriNfig wire'anchors, :....; strength of grout,stud anchor,Strike plate and MA series Mortise Lock,s1loplefnented Wl•'• ' p drawings,signed and sealed by Ramesh Patel,P.E. marked-u drawin •• • 9. Letter of certification dated 04/20/10,issued by Ingersoll-Rand for electronic CO lock series mechanical/functional parts same as AD,ND and AD-M series. G. OTHER 1. This NOA revises&renews NOA 012-0305.14(Ingersoll-Rand),expiring on 05/05/1(0. 2. One year conditional approval,subjected to successfiil verification test. 3. Request for I-Year renewal by Schlage Company dated 03/26/15,signed by James Donlan. 4. Test proposals#14-0252,-0254,#14-1086,#14-0254-R1 and#12-0797R approved by RER. 5. Consolidation Test proposal#06-2468,dated 04/27/07 approved by BCCO. 6. Previously consolidates MOA(s)associated with this files are NOA#10-0209.07,07-0829.04, 02-0712.01,02-0712.03,03-0908.03,04-0203.03,04-0303.03 and 05-0103.01. 7. Technical brochures of butt Hinges,continuous Hinges,Schlage&Falcon Mortise Locks, Supplied by Schlage Company(former Ingersoll-Rand), ftshaq 1.Chanda,P.E. Product Control Examiner NOA No.13-1217.16 Expiration Date: May 05,2016 Approval Date: May 07,2015 E.3 MONTINOLOCK6DTw17H CYLHVNRI6M.Lccxw OYLw.asq'Loom 1OmsT UWAC6VDROCAL MMMya7TWAL R E V I S I U N S DEADDO FLDWOON 72'TPUMIATCN NTTMMLATON MWINROWLA"H ROM-112 RmewbD1R6e WK.•M7 9CSLTR ERIPTI@I DATE APPROVED .W71I17R.W' A APPROVAL DW YNM' 05 W W L REVISED mm RAP lE/le/W D REVISED YNR VOU08 E mm 4$1 REvtaco Drr: nr alae . REVISED Mm Yw e 6 REVISED DVG TNi m •• �� J REVISED NAME: JFO !", 11101" Y � � � I K SED JPO 1! �• 1 ••UEADU A6 • • ORAbLOCK • • VR:e • ie•�'r' Mm •• •.• •• -.ommmw60A i7"YAl Ob W1 KNA1LOObit 41MLWOA 4roA16000R 4rWAOM 0161OWYIIDiK O.W7NR 76D7NUlm wage T- I ISM ts• 1� •PrP 'mm �awav weum r�mty .rwPs •urur wwme •• •• Me••.ue wp••�.P• anm.aa aam•aoP .PIIwP•r YWIQirR �.•• • • ` • ren e • m O • . . . ••• m.r.. rMra armet r.ao6a m a•.a metra ww.s .. ••• • •• • � 77•TNTYA..ri• • ISI L •• a .• .• .. - -- -- •• - • gaf�L bb011 • a•.AK.NDaI • • �� . bK71MIO1�71f OlHIMIO77.iN ... .. ■ � � 4 � � raaw mama • .INn6cruY.o 6 w ..O'% MKAK.bObA a•NAx.bea! M.A1G 00.1 a••uK.00MI •rKML booA .a•MIa6•gMrNraL .; � - orswD.6bIlI Dv®Mwwmlx b►eaNbrIW7MI b.61ffiIo.1WIlI ®mmlo7mDM Q.i E •/6 e .aPe6M �:P��o`i{.•mr.m�a �a�� "°"'av' � $r"..m' :a.c:m s t a. .rant oPmt rmn muu. REV m metra P f m am ft" LM'i�cDay, SmADE U=cmmw.uc 7MKEEPTUMI lCN81O I RDE MORTIee t exrcALAIw 6918 MDLLSDALE CDIlQI 9017 BLOC ASN RDAe FAIT DeYtC6 ELfmYNa! MODEM 7DlR DDORCB um INDLAMAILIS,IN 462H LDia8UC DN i681D MDI AM"owl LrImI= "am YMFRW19MM VIM ARK6IWNNPWALL BUNT f10 t>rwn WS�8Po com No HARDWARE COMDRAIN"low 16F8TANL07ON 6/BRSi®INAROWARRMRiOATIOW ANOLO1MiWO6 CDYADRdAI.DDOA QFina SIOU fW3N ODORS. 2.MMTARD77677WAWKOH AP aeueel�7K.aaAe IreT7e�ArmurrrA*WxN IRfSC7 6 seeeN�ro.ORWRAT11WOfA.lpW RIerALIAnbllbetAPeA+W LUNrAta6ro K •ells" 4AND6FOR68LOletAUATIONOVALS JPD rwu NTSj AUTUCAD 1+13 � LTR or llem 5 ! 0 OATS APPROVED o.a lawiw H.Ir.A..e..1ag�1e ennllilrlen emaa,..r A APPROVAL OW YMF AO/07 --7 mw Irarrw from IarcAA 1an/won Fsoga tlwrala »>�fella anm 0 REVIM ows RAP 10/11/07 n n 41 M arll♦lae tAY►WTAD S@ AAn Beit Jl F,♦ml.,swwdslW, Ia.on.waomd,l C REVISFO 490 RAP 2/10/07 % % tl N Aildil♦laa� ...,M ANW Fdam ra,In 4wAol.11u 0 REMM ORO YMF 0/04/0 I M N tl N C7Wkrla[I, K gBtE 8~ YI'romalanll i M N 41 N ckwmwlitl OlY1A cn Mm E 8C1AM mm nw 0]/Jt/0 Adrltla tD`Uarw WaS F RENSED GSO YA9' 75 4 tl N 0p7r5arlwk •TOIADew to-w ad"" swo—t" ♦ _00 00..... __...,_.� O A No 716'• ,�y09 % % tl N OilYMdullaet t Mal ra— SY II♦IaWm A A tl N mab v..W Ad lwAsw up N REV,SED OW � •• 7 F..i ibC0771F1 =4.IM4 U YOnD�° + ReyseO •KArdi �D n/m/u • A A tl N aNae7,Ntd Nn FPS-11 Itm TmxlAearm, From K REVD 0710, Ja0 • 9,r ONa A A p N 169i1tA 3407tO.3lellman Ym OpS♦ ••.••• •• •• ••• •• e • RSSO ."lrw I1A9edeie F17na •••••• • • • 7 % % tl N llaaw'aY♦�0 OIIN77� NWAM T van Dapro •••• • • • • ONa♦ mat74A♦Brenn • • ••• riV•® % A tl N len 8.5 W4. mm 7m l4w Y DW6. 0000 . �•Mort 14; • e A A tl N tae Aa50NIm NF 750 vm M1gla •••••• •••� am • • A W tl N Aa,Ca-0 ... 6jOL-IM FIA Henri • • 1 9 tl N RM ErI 01A♦ In �/ v-owb •• •• �� • •• • A % tl N t 0.4 Dain "M755 577 Y Dwd, •••••• • • • • • a A A 4 N Nerer 0a70wW 40100'1 sA Ym Oupa • • • • *04 •• % 10 tl N M.W.FA 0♦ral PI%M IIA From •• ••• • • • • • 11 ® N tl N Eel Abm Llrt iNOOIMADI A9 YmiMpo • � • •• •• N N A M 1Al Ouuoat 95eMi64a00 14407 "*W •• • • •• • • Ii -.. =IIAtH1 N N tl N 01f Ol1la0Y Df40MN 0140t8Ni'Y01 Pram ••`♦t7 C11t�1 O7n/�' 1I A N tl w Ren uS OlYao 6W(/ I` 7nfltl1F Ftkai TABLE 1. MAKWACnMO FACUry; SCNLAOH LOCK COMPANY,LLC SWELCRMT WO Ili, Ir CDUBT 9017 BLUE ASH ROAD NOTES: QiMMAPOUR IN 482M M ONNA74 01 48242 1.SEE SHEETS T.S&9 FOR LOCKING HARDWARE. —eama aamo tw a 2.DOOR CONFIGURATION 9 IS RATED FOR MAXIMUM DESIGN PRESSURE*IW PSF WHEN WATER hUAIM'OADE C014M PRODUCT APPROVAL IW FLUSH 0,7SMN0 WM AND WROWARE C WO)RATIld INFILTRATION REQUIREMENT IS NOT NEEDED,AND UP TO 406 PSF WHEN WATER INFILTRATION COMMERCIAL OOOA OPEMQ WME FLUSH DOOR& REQUIREMENT IS NEEDED(SEE TABLE 3 ON SMT.$) IRFS07 3.SCHLAQE AL-SERIES OnINDRICAL LOCK,DOOR CONFIGURATION 2,IS LIMITED TO*0 PSF MAXIMUMK OEBIGNPRESSURE _ JPD wvr NTS AUTOCAD Zr t3 —MWMVMVAL � R E V I S 10„N S OON 1'miR�a - `GOR'' •rti +RDRtwTIrMI� LTR IESERIPTIOM DATE APPROVE t D 01aY9�rrgwnw C REVISED DVDs RAP tailaro7 D DEVISED >�. YID` mroiroe j1 —�a:taRR R IOrlT - 008 ar�I• n,� E DEVISED MM YW 448 �. :' r RCYISED DUGS. YMr I I °” AC EtIG� G REVISM win v I n laov. Dr ��1/111111111tt1 I REVISED DVGS. THr 04ATAD {� rRMiE NDm[ J REVISED HANE •' JPD• /•1*3 HAL Wm j a _ \M CCNEIT !I 11 fTy, K 0 JP l 64104 •• arRAm rRriaa yam, isl°puD TABLE 2� • • • • 1 • 1 1 aRm 11 �1 • 1i •• Ia s .�._�._ • t I T�l BT46 _ 10i° t- 2.ROTE t. • 9 f MAILapL HDR.{811 • tOn •M - wrnAw tRretc rLtaa am D 1 1Qaa ro am•m�x�•RAi ••• •• Au a ,ra�wL1°'°ORaaraa"�e•ao oRcatnc • nema u TM ttE arc a Ix _ ESTERIHt EE so tg --- • NOW IN' aJ4 w1@m IOI I DT L D®1 SLa.W&MR/Fa • • i • xm'w. IRY MR.L.0.%m tl �� WRm1mRt EY F.M.CGTaaIE re ! a w 40. • •••• • • at t a ••• o ouai IDR0 EO ERBF DUMP= •• b ME 1. NAK NDtLE: aRl RARn4rIH1 OIrAL .". 1.me RDR w MIA aE1"Mom m PER am ARD Mo.MTALL PLR Hina Mom RAY 4 a.MoReaLun" : L am SDLP t FOR APPRM®AHOM Arm IMALLA" V a.1R OR ataIDR ape= aa•am rrr ml FOR DDDR OPO"G M a0'11-AW(al NNRa AN wM 0ft Z or¢a aD'-ae'IN 1 -1TO OL IMRFa BID IgD DDRm 076 e1mI1 aAWEi a HGw m a OF TOP Imine wall'=i100R m a R< Itimr,EawLr�AEPD a1 eLTR[eR.1•v,E IDCADmre YAr vAer,MAXYAK aPM#ID DD imr OKSED x0.6' APgiDYLD aCNTRAmBB ImmE RR8%1&M Oa M4 WHO,aa0 70a 7MM RAR4M M-30 Rin uRAO RaasAcruRORs rACILITri KR-lett STAMM WHO.RAaIR r®n•m nD wa RnEDr•Ippmm,A•I ASee a AMWW ERcer u) 4 9M MM 2 a J FOR AVARABLE STMmAPD 4=0 Hag MT 4PE�ICATaaAi ® aCM.AQ LOCK DONPARY.LLC 6 HAMARr GMAIIAMM AS PIR~AMVM MTWXU0R8, O!p I1gOI0a 6Bm MAL4BM.E t.WRT qj Y MD I.M IY M S AYMIAHE FOR fa11�. evaamR INDTA1AbgLIS,Dt 461SO cucwATT,rel 4w4! 7.APPLY CAM AS 1aI0tD. 0 I!=11THrPOMMA•HEP 0 -w Rx eA1a raaDnR re RDr tRIDIP %l WAr1�Ra"010 PIA 11x1 WTx ARO HDRR lr PAM LHT aetazR - STEUCRWr It SMIN VWX F! EEL DOM •a ROW m Pwr4 W..MZ va Pd%l B Aq HLAA _vm WAIN RSOmAM M mm-OMML Pm aHLa TO suer MM WtWff /t IRg Y $--__"�" WAN-DADE COMITY PRODUCT APPROVAL I RLE HtRT m ran aH:ADH�-A HL HIRT 11 FOR"BD a-0 H-SERIES PLUSH SINGLE DOORS(O ITSWNG) m ELOCDYAL BHTAMAt1011 A/m rHE aAANOB ARL LMM DWARM6 APPMAL AN war aL REMrM Rr a 11 mAt9pgB,YmeraHlO swim witt10]IrAL HAm u LOW IMY BE Im[0 AS 1O' R er w MM"BBrrn°e'°�aT mNOWNCK PRWOM w Off M=m LM MHNR mww Ds Kw IRFS07 K i 1 to Y F r.ROK is•EEr a JPD amm NTS AU7QCAD 3^r t3 ® Mm rt 1Wul ® mm an,D mom ®ImlizaAmm R E V I S IDN S , m wri LTR SISWvim/ atCAifADVEB A AMPPMU.aN TWO, 41 MIMA » II'py 0 trv0o IMSml ; Mtrwat H eG 1 tMUM WD OfO11,D w,n,mt WJT.. �� D W-41sm U@1offl PSRAet1il�Yy+YYM, N Otv= IMh�r•SW�IM �O Y»la > R sxvmnO mm _ Imo.• a d AIUOA taem a,munlpAq »A YC a tn. >Oef ft w al a— mm wa •••t ��0qq.�aa n1�utmm For»AUAv arra•Ar • • — y'(L•4,•-ExE a lL°TCiDkVVDAIDP.T[ •• ••t•my_gnvva.x°Tfi6 e •,a• � roAAYWc WAD LAQ m ] 3AD Sw DoVAN, Q. 0 am " EXT. -WOOD 1. •• •••• ••• VMWALls W r - ••• •''..•' "_"•"•"". • ApSSQi • "�' I •t•t� L •t• • .,..,a, 1 a� • • Amla � °A"1 ryuw.»m li!• •t•••• 9 • t•• • 0 0 rr aLwm STEV,6ND ARCM tIW W.vv®MOH00. p R�rypg�� MID-N Qi lOIX-Oi pm WOOD SMDµR LOCK-IN • • • 0•ANCHOR 0 (LOCK--IN OR WRO-M) N0i MArr mum p ��_yAg nn wi ••O 1••—��-'�- ® 'lB 'pip! t ®0I1N LA0 BOLT ai0 WOt�FLW •� • • • • a wA y4y ORttW m • • • • ••• •• •t•tt• 1111 -v tale vDoo snm • • • t • • �. »Y rN 4r o•m 1q(' nr as aW108 ,uTro W v i • •• :• • • rrwyp nlr asr{ar. mOOwOee BOAS • ,t/N1S11111ry/r,,,, �,.< wA ,i neAvena ar°°""*� a LICA.aO,. r r aruwrutAm,�+cm s Orstm Ln :"�' �ya .,,,. ■... s m s ; tID7-rttewe Nrae SrC►i[01 4"j' • anO,BT - S=OM �,O p` ° ,rr o TMn-�/r uxw '. , a pORt_i/r w tRA lav a•,A ce ICAC AinD T wm x000 ARL 11AM0'ACRWOA rACO.ITO p ° tD'Atli ma W0lAs° SCHLAOE LUCK Mwmy.LLC STE[LCRAFT •;.»-• • WTO vzlR78'tE 91 mum. tSSH, 0007>11,C ASH ROW EXT. Aam WW-1tN-rr ER7. � iOlBMMUnON q�je000R LVOIANA m.iN t629 COStm.WI 40140 fOAA ml M sva w.plomYa, !W AMn 1//J•tn, 11N,M OaIY»,UO 1/e WR tnL 1!P W 600D SND WAltB ROR& (q yI ^� .�, *► eee wTc,. °"eN0°mlrtt m N=WWruWir "F�e1F" I— ma vnawE AeKNOR oETaLs s a�iaunao cDNTnTt�S. Ar HAAT A!bei LDV fm gra am.mr. A10 u qY AUWpis Mlm am POP."m gmwjb iNOAD'�•/YOPoe W1 WD1=gtNO°�IIBn A1q°>�n Au,Aml atnvme arnm,Alcan claw IRP S07 K carr aA n Atn a amt-w_—mw ma WA tA0■ a°MwvB'°ir tWA�m ett @0 JPD N I N I AU I LJLAU__l4'r 13 TAMIS TABLE4. _ R E ia I S [ 0NS PaRBd8rSR 8PJu.1u1ROWARe am APPLY 7LTMtlpI RSOIa18NSRi PSRPdlTSRSSAL xIgelWAR2ip1ENWgRBtSYFa.TW1WRIRWLL689@trt ,�vllu�r,��re�� Lia n[eCq�timr ➢xn ,Prauv[e MITAAttsml a APPLY SHIAGL. aEll DOBE AMLr `�O�yO.N a, �, C WMED F4 W1A lYiWi NDNSBI DEORFrWM asm S(OOElimi PARI' MMLL NOOSi.atn PART WSTALL KYlna M WP 4"T alff&TABLI12 FRm0W4 MANISrACRiRER OSTA9.MAIL WLB2 Da/CP8•ROR t A*wAvntm WTAr. OST�/YL _ a twou VA vw WW Mullm S AMKI OIG 1Kr 1f INIMBROIA Na aa•At omm TT VT 11 TItl1ESNOLD SUBY SIrL TM 7C OaeOo+n * r RVOD Ova ili oU00M IaCSOP TY •Aa' SY aSR10NALOUARa T7 a Scvoo aw 1K DLm//9 Aa�AL/Mss .TS BtSSLCMPi iq DapRINIMP 1a 0171 .Tl 84148G's28RODi1'L `V YrSYP PSiT4/ILFAr@ /TRORAFT Yt TC r,,�ff, ', r x atoms Ov6 nr ns DDORSDAL is 1114MI{BRSIROI%110 lT�taRAPr m' 1111%, .,�NlgfErsGl.•� KV"" PAZ On Wan] grrelula 19 DOOR/IPEOP ♦il an as DOORTOPOAP $nMORAPT 4r OPTION MINSW It atvm OIG sa to Ooonmmzp .14 1.$LOTLOCA7OMMAYYAWMMaIPARRBNrptlOplWVM 21 ADJUSTABLE .te g. '•82@£LL*/ATK8I SME@iB162FOROESKiN PRP88UAEMTLKiB LDCMSSYPRSIWSECRCNMKMEDFPR MWOd09 POLYPROPII.M IAXWOYp.YN M ].DODR PLOWER SSCTM IS BADE OP SAIMPREWNWIM >n RADIaRmeAA .ta 21, I.PAS SEAL DDDR mrrl (UTANOTHAEBMA(11)AR8 BEDIDRSO FOR ALL RATTALIATIaNB. PARTD2TAp./ 41M PBAOIbT&A &LL UISTALLAiRIR OSrAnS WHIN 901TSRWILTMIM ,nc RSOSSMMM 00 NO APPLY a] eai fl6 m .uaeAe`yF 1 aAl-I D!3�,7q..• y2Yl a1,ac, '"•- sae T T'1 _lq—�I� eoawwn w• aaa0t,ou�i rA1 i� 1O•MTIA11a1lfLitAlWp 1AN01aAteAelPltlGt•a an "•' '"" atelgml®IrglReam•wl.aF•a4ePar Amaaetetr•I�•rAxw.awPer � p�„t Tal wela O 7:1 •� mmgna•amae J, 0 Q lI n µwma,aoK.vaa° ° .arAaDava �K,� I. ea,OneAs•auaea 3 waAawmrsa 4 ettaKA664iaavn � A anallaTNRODOM 97 RBAlORSDtAMSR@WATBRSa'S.TMTmRiS team as -4. r ra 7 v 1 ew+amismAauLu�i•ur•,a ar,AR waf ar • as btlelAY�6a,W W omaww v�g p rr' aareow 18 Sl aaloaWK Tm A6ANfAaaelp� aar,1q,µ, ice- 1e M iff'i'lVi"If in DUMB PERIMMSSALOMAUATMORAILSWH N11OLTBRWMTRATWN pBaBRB61W1TS APPLYMMSHMI3 a 4ON !W PBR mwmrua mea=r.a— NAK NA% a ma xWt1FACTIO1114 FAC IrM IL 316. 1 erraam Q ]G4AGC TOCK CWIPANi,LLC MELCRKT ecraea i ® e9O,, GSte xILLSOALt COIaTt 9017 SLI$A91 RLLW LxeDWAAOIR.dl 46>9O CaROSMT7.OI 43918 BS®iamr aN]' v,l,oR a oqi aavRta SINGLE FLUSH DOTER PERMTER SEAL HARDWARE e a -W'a i�a'��Wrn ur a ate a,Aaa• A man atlamt Aemiu, a�eAeaugo�urs "` ib�e IRFS07 -H xaRarA/we a,raws amasntr asrgra JPD NTS AUTUCAD ,um a•aaanmtlulm 0000 • • 0000 0000•0 • • • • •e•0•• e• •• 000000 0.0.• 00 • • • e••• • 0000• •e•0•• ••• • 0000• •• •• •• 0000•• • 0000•• • • R E Y I S W TAN 1 0 N S �N1MMW AVBMY LTR 0ESCRPM GATE APPROVED c REVISED me RAP 12AOIW 0 FMMSM OBO riff 01/00/08 E REVISED ORS YYF O4/m/a8 F REMSE9 DVID rue 08/03/08 4HED 0 Rrmw Opti vw 0.1/03/09 1Rtom A1l0ED N REVSD am YID 04/07/10 w• yyA J .PD It/m/13 seimAN ARc•R®I BRB 19E1O RBrsxE• 1851D4omm ABB[OBLY A1E4Ydr AI®9UIT9O RBiW8E11JA1W0 NIWTO/mB.NIt1BB K REVI6E0 OWO .PD O2/Ot/1B p R e)B"g TABLE& AVAUM SMUL 4"DOW CWCOMMIS MMIS Num TO Wm (dAo 915 cm YATERAI. IWA sNr.lx • ` OWN"Imm POLTBi i" VANS CRS 18 ., PMTURONAW BEE 6421 2 taAB+RamR (POLr13LCTAAtEA USIE1sm OALV t4fO6t Tt0B4M1"INED REE 1mEETWEBE VA1g{B Ip d 4u• *ltt lAl• 'BBLB� 4x%"xkmmm RE ,1 STEEL Is/.&U' RDAOIIwom iIPA0aOtct® Am8lim r AEmBOLTeO O.7OPOP,/0180 Atg8OL7M BtiTA@YAAI®D NM•O➢Tmia TABLE& AVA9ABLE STMMSRAR MAW tG*IQRA710NB TABLE 7.MOSTEEL OOOR/FTIAYE FW m -- CIWICAAL TBS 9 " •-0000=- UESMw 0.828• � YAMUL ABTA REF TBID UNBA.E VAAIEB � 1{fOBt AVAILA9LB.WOR PAIIRI.CD1�WO11YA71OSV8 F STS' SEE SMT 2 V 12.095• Ir MAX �IIA7 A7BB YM.30.t iE51.44.7 NG4 iA83,E 1 M IB/.0'.U' OPUMAL FORF'M0IYIYKIC I.YDMILtlf.O.1 m READ� ---�• H ABB A92{ yv &7L 8EE t0UETVAN5 2 t /�g IBfffii` x'WV. 0$28• Fy, Jam Q ® 'JMMS A240 31.2 104.73.Y KOY. TAME I So lifoBt �• T E� DOOR 1.938• i tit 00N8mx mR 1.938• Lt.AmYEAI BOf7t 7YOI/K45 d76' � pl}2RIp2 0.0 U DOOR SII EMr=918.BCTN 70 C•OLIANCE""UPA 810.0510 CODE A!m PROCUM DOM% MOV. 2.1UX-ld PANEL YMYE ARD NAAOYE)AWEABBITY PAOY YAWFACBIPEKR fBFE•1�T 2 FBR AIfAOABIE NN�eARBI N018NT 1.3 DOOR VKIPPA9 ARE PEfAB W OA 9 YAK 10 BE a E ODOR aBK A P7EB901[O'y-0ISPBE OI LEbE. 59• YAKINY /IB' iffiEA NOESR"am"am1I00R FCR YBdER STMI.ABALLAU 0/1 a 2 FRAME COB9LRUCION xx aOX ERAYL9 AVA3ABIE A9 EUI•L SF_mm1 ANC Y41Ltt-Otie(Y0- (Sm TABLE el 3.Tm LY M/FPAYE VAIEOAL 9PEeTTC MM RF LMM SEE VALE 1. 1111 Ii4gl R19Ri041 !•YAK. 0 ". 15WO08@DIMNei son=Lm CO PAAr.LLC �A°r"'°PACe,111E vA� ,wsE d '` ••. -•O" E MI 5017 BL1L A!N IIm ! I j BL4r AbN aw y r •e•ur PAI¢" nLmt ou B 1N0 RWYRA OOB19 0M 18 ':TR Lg� # :# e�lY11Y Y w•o FRAME PROFAX,CORNER OETaS AND DOOR FRAME ' oar sa t� AAr1Yr NATEEBAL,AND S1ZE 6PflO!!S � 10L � I{ 1.938• `"L VAR0.8 25•2•MAK '.` IRFS07 K "M+A .LPD ww. NTS AUTOCAD 6d 13 •••• • • • • •000 0000•0 000040 • • • • • • • • ••00••40 00 •• 0000•••• • 00.00• • • • •4040.40• 0000 • • • • 0 • •0000• 0000•• • 040•03 • • •••40•• 00000 • 0000••• 0000 0000 •• •0000• • •••4040• • • • • • • • • • • 0000•• ••40.40• • • • • • • • 40.40••• 00 • 0 00.00 0 • • 00 0 0 9425 SEX KLTS p tDPr1R E V 1 0 N S VICE TIRM 3mm WITH LTR tMFCAI7ImR p)E ATYMYCO 810-24)NOHIIE'.SCREWS mNU A AP7ADVAL DflD »F LATp� n RBvi>Xo OMA YXI 269 ST�RIIKKEST r Y2W=0 HVn w rl R `TH L 6 Reva" MWA "o CROSSBAR yy PSI N R¢YI® I in /10 LATCH BOI.T4 4%BIBS SEX B!$.TS .I IffviEYO AM6 JPl IJ)V15 CEI4TERCASE �RI�VICE THRU BOLTED Willi /B10-24 NACHINE SCREWS) K mY4T[R OVG rn m /�•�.,�C tgawsN CASE pp ONTroNAU 4X 6425 SEX BOLTS tJ�'"�•+^'`+�.`.'^•..,,,y` QEVIEE YOU Tm.TED WITH AUX LATCH MECHNNISN CASE `010'24 MACHINE SCREWS) f �H 909/954 pp UPTUINAL) [„ 1��STRIKF LATCQHH TOUCHBAR 4 TH STIID(Ef199-F7 F��y•I .9�SI 1WCH9AR Q) (STABLE STA LEESy18NEEU CENT�ERCA�SEET FFIyy..- 4 SITED iS LATCH In OW P51 CENTERCASE Rq SOT RAN08 wt101PHH17 W�01(R) ION em URDfN00DRCOAFI'OURARDX4 RBNLI tm® •DOR I (4)X x325 SMOLT9(MOUNTED ON OPPOSITE DOOR FACE)FASTEN 299F/49BF TOP SYNKE(STEEL) TOP MR 80 110M LATCHES TO DOOR MOUNTED VAIN(3)►IO-24 SMS (M TO WITH(7)/I/4-20 NS) (4)X/325 9EX9O.18(MOUNTED FY T2O KSI J/ ON OPPORR NO FACE)FASTEN � OA•b TOP AND BOTTOM LATCHES TO DOOR Tap LATCH (MOUNTED 91TH(7)/1/4-20 MS) MECHANISM CASE rop Roo aor o.0 i6 z99F/.9%'TOP sTRAIE CENTEaCASE ��ri8a (STEEL MOUNTED rt9f 3)J{To-2a 915 n X LATCH Y UX-120 RSI 299-F(499-)7 PUSHBAR '�,SlltBff TOP LATT71 MONIED WITH ` �.••' T�i, MEawflasM SMS CASE TOP ROD.. L9OF MI��..!!! �ya1�p, PST CENIERCASE 298E STRIKE BOTTOM ROD LATCH�T *:• DEVICE U7E0�RCAMBOTTOA LATLTi EXTERIOR TAN 3D"4A48L4 BOTTOM�• ��•• m^ ;>♦ PUSHBAR (NOT SIMM) gr.' I' .. NA1H(4)390-24 MS CRmm 7 TRIm'm=voNOUPPoN i69m0'1 '/,,,,��7jftft�ifi Iffff`,,` BOTTOM ROD tl0 s BMf 299F STRIKE BOTTOM LATCH wm fa7Nt 3CFL=r,�u.rC"AIY.LLC O�FA;D.ITY. 301L/284U BOTTOM -� 6910 HaA COURY 7017 BLUE ASN ROAD f�OlIEO ( INDIANAPOLIS.IN 48250 OBCIHRATI.ON 452.8 NO1R9. ARNOPfPMltOmnlMWA OLBD�fUNCTARIA)APAE RAMNABENDTPARTaPTm9 +WPAOVALAWK)BYB@A&WR7BDel'ANl11DmTY1M0fR0�aCA0N � OXITIUPVNARE OPTKIl1SFOA PI.UBN SDfi)l.6 DOORS 8%IT)YOPfIgA: ROR4NW .D,PoLUL88,9t,A47,6f P.ALK Au RTftMAVA4P&R _ IRFS07 K BURPIf UNIT III Do"CO wAIRInATA�BfAB17B00eAARNNr.O MMODM.DFYm♦®. JPO ^ NTS AUTDCAD 7-13 0000 • • 0000 000••• • • • • •00000 •• •• •0•••• • *000 •0000• • • •0000• •00• • •000• ••0000 ••• • •000• •• •• •• •0000• • •0.00• • • 0.0.00 • • • fousem 0mo LAMM 100 , R V I S I O N S a rAINSs!lTm+WS Sim .GD 1. L14 A APP1avAL mt D ra_ dx AnA2vt/ M(1411 SEX WLTS 411 SS C KV149 aVa aM 3m/Ib/mr lmNWE IIRa Ba1.TH0 rr m7MIQb XN _ P.S. •• a IILVNCl.. ~on Mp rrvl IIACMIPIN tITI) r M6mmsm cAm WVrmkAu LAm wAe.t oP. tavma MIG "Ir N/Eb/o! r./'• Q'• r RVI® OV! n► N/Aro ° a KVIA! mill VAT i 1 /, Iillltllit\Ll", •. it FLV1Ra SW TR 110 1p tb J KYAD Nat Ja � S 2Lv3S0 •W DS !•A! cum m • ars fiRBt[ CdfGG13C rieTie�n moumml OENaH Vmi OIIPPN •wtn l®wNorlwlm•flawwmm aN�n !! 4 C0V[b ICM MILT Pftaftrum MIALARMLONSIVIVIDWISRMWAF" IISV110• y 1�Ip1H$� tetown Immf a9FON aoOAmWduS11T10Mn(EF •`.i6yp./t'q°' wlcvsivrmNul ° a sae lar sTMna--13' °A"=u Wit LAM cm2gm Top nawsllm 4Na �.maraem"m am Imilm BASF CEN7HRCA8E rywt.genp ib �4NO TOP SiNPF IkIWI1FD WtlN(7) TOP ROD O.xCC tsNttOCASE �IO-P Ms MECHANISM CASE ry1 f•,cM uaeall000RwlmmlBlTwNfO elB ic %ICR•R TOP Rao TOP LAM Ieylp• Ial 1•.T PU1<HBAM NOT SN0C71)Im MECHANISM CASE 1171 slam va-24 Ms {)p0-S4 aS Ct]iTtr7tCASE c 4 s>r•^ 01Aa/SmS SIM) (2)6A. a 10 eav BOTTOM RW TOUCHe mupte m1uNK rr.aN ba B07faM POD1171 1tI1tR aBDA 80TTOtl 4IeS1AiK69TRMF d�roFF _ II JJ to GRWIIED x170 troMDweAola�cAlaal iaba m at I.f1 CQa �aT° mtwNoavPwtnwwrs �/�Nro ®'�"'0mina�"'mm mlCm FIGUR 71m1N (Sk8 SXC1) auonaen 4X 14n SOt ALTO f�N a1.oerLF�a'.:rPoCuwlNCi TAtuTmllwm faCliPlDa d 1- !�iVITM unutmaiMI1GiLIBmbOBlWtlfOAaNtOfficalr1) C CmB11CSYe1l11CAt itlAElftTT a@YICF(PAAL SwAl Q $y YA fnm rams "AmwAcTurm FACRITv FIREWNNOIMP!NWPAM70PlAWAPPROM INMAm LDCX Cltl•rNT.LLC ANDTOw1@YffiW2DBY14DmX80fPIrJAL aPPAan 'm NOASI LLE CMIRT 9w mAwASH aw 2.001IMAWAMMOPIllIft aMHt6BDtll IN tAWWN.tS.IN 48Ea0 COCL407L IN{DNC NNs WSEP.a.F.faLLX.8LELOXCILFAtX SablmMaM POM1m9 WIRPoW.EIOLLXafL.r S F wb a41N/0WLY11MNBPANOFXHOEVK'He a 0 0 7m1@ALLAPKCAKS MGAVAPAaIH. TalanrP A T.MA La9G2elh to llt i" EXIT HARDWARE OPTIONS FDR FLUSH SN GLE DWRS We TMml/.ALLAPPtitA%FrRXe AVAPAIIP.-PN IMIIPA OFPCR[D. RaR2DaaWLAX TWW'AUAPPLUA BTR=AVAaAae NTTACASE IRFS07 I FL.FAPSNrj:t R>Bar MV afFaS.PCNCTOOM DLA W.LK XMK TMp•'ALL APPLXMNS TPNm"waAaH ISNIXM•WIIMT®fio talctNrn dFD NTS I AUTOCAD 8°P 13 • • • • ••e••• •• •e % •ee• • St •••••• • • •e•••• •••• • •••• •e ••••• ••• • ••••• •• •• •• •••••• • •e••e• • • • • • • •••••• •..... gyp ,, RE VISI0N S Q ty�.. LTR _•_OESCRIPTM .._.^ OAX APPROVED A APPROVAL DO t)IF 05/20/07 - 8 REVISED Do RAP 101"/07 c mrymo WIG RAP 12/10/07 W a Nf D REVMW WOG IRE 01!45/08 PT AIk.ila,O.1 PSI E REY= OW AW 04/08/55 'f�''�ALMEa` R REVI�D 060 M 05/03/05 �4ff OciRA05uv81555ERiB5e51pip8lOQiB5Ti6TIl0E1D80lTFtW01D.V G REN540 ONG YMV 03/03/05 u�w M>000.OOKAOYRA1It11 aHr siSADEmomm0A1.LO0K88TMIMirl "LATCH H REVISED ON WF 04/07/10 YB50MDOwA00wfWYMI{0117�BMn i WISED NAUE .PD 11/01/13 wprbx�' \ pniNnAC i/` K REVISED 0116 .PO 02/W/19 112-24 NB ® Call o Ff.120,006 PBI 14 J NOTE BLEOMMAL RMGTIONStMALIAiMF1ANOFMERATMIGS ARENDT FARTOP TMAPPROVALIM ARE TO BE Revmwm 1rr THE SUYat•I OFFK2W. FALCONM-ND914 SITZ 0"wimml 0&AOBOF.TPWCRW -Wugf UBBDWDOOAOWO00RRTM1 SR 3NT.11 � r p-n a L7rooarst{talx h wnvuw FP aacwmwY � . BGDAOEAAiOEESlBC14bMNLALLOCKBBf �S C N8N'ONODORCO•@0R117I07gii4P12E eer tl o) P1IA1S2 nx-E4 MIi ee ry./20.00D rV�r�aaFN `p lIa j `rm�mFe a111 h mu-Tm Kb IjwW(y' Up' F12-1{ 5Q8A05880wf00DODOTLWOIUQAl08A�1.04K Py mknlx0 M N. 11880 er amR WATION T2�ar n FALtOMI T•3HRI@BCTlBiOSCAI L01818@T 138{910/DOOR CONFeOYRADoeS{RMEE IiO.tl UwAa 601#0 KO am M•ROs Lammw/ceAmaT BO4ACE CO/Ao 4Y 2"CaRMAIM LoomT MID IN CMIWJRAVM I OU DIT,n use N Ca141aBFAtvAB 3m Ism FNri) sMo aAeuf SWACf 1110(00,00 OC �0 PACAHY. mm wm Al2 oaAtt' FDIT ATL ATN RVA 5242 7m1a+APas w a>se aMKwwa a 4Nx4x M ANO MMWT PAW MY or#= 'TMP HARDWARE OPTONS FOR FLUSH SINGLE DOORS. IRFS07 K JAD N AU OCAD 9 d iJ • • •••• •••••• •••••• •• •• •••••• • • • •••••• •••• • ••••• •••••• ••• • ••••• • • •••• •• •• ••••••• •••••• • • • • • • •••••• MAN60A1 LOST IMOTN 32• ---- MAIIWLOI LOST 2mT11 W---_ R E V I S 1 0 N S MA'AMDM,DWR OPFNWO WDIH 40'(SEC NOTE 1) MNOM W SON WMG VICIH 4W(SEL NOM 1) LIN DESCSIPflON DATE IWf9 %M A APPROVAL DMO TNF 00/20/a 1 C NENSM ONO RAP 12/10/01 tw 0 REVMD DSD T21F 12/10/07 . E REV= m riF / EMPMR F Rnwa ON0 TMF as/avw 0 team OND YkW 03/04/02 N NCNSED ONO 114E 04/07/10 1�`�YA1MWi1 OOON OPEN"NmM(�NDIF:t) 4 REIA2ED NAME SO 11/01/17 MAf0MtN1 OOOR OPEIONC ND111 4tP(SEL NOTE 1)- I [-UA30V)JM 00011 OPENWO MT EE--] =.4r%w �- EliTEfSOR MAMM OWN WMG=4 48•(SEL MOTE 1) MA200W DDDR wow 120TH(SEE NOTE I) III--MAXM SOON GPDWA WM"t NOTE 1) I 1.w EES � MAim 00 OOOR WOO NmTN 42'(SEE NOTE 13 T MAMS I NOTED; � 1.FOR MAXWW OPENING SUE SEE TABLE T ON SHM 2. I GRMEOOTWKQ DOORS,BEE SMT4 FOR WTALLAMON WORAMT7ON. lilt tut t,,,,,, loo tvnea MANWACTIMS FAQJM N 0.r . soma LOCI COMPANY,LLC SMELZRAFT 1.•. 'S�'. 82101MA&WlE COUNT 2017 RUN A•1 ROAD ORRAMPOM W 46260 ORCINNAT).011 43242 SECTOR 11' +-rilgAlblYlVr wMifOYFHL�9CFJtlFOOY(6! ` t W�6YAt /6 wwto HORRONTALCIM000EC7WN0FGtFW2MeWC0.2 DO0R5 U IRFSD7 m't1a 1 JPO a«a NTS AUTDCAD - - 10-13 0000 Y • • • 0000 30066• •• • • • 0000•• •• •• 0000•• • 69936• 6 :Be**: • • 000•• 0000 • • i • • • 0000•• 0000 • 0000• 0000•• ••• • ••••6 •• •• •• 0000•• • 0000•• • • • • • • •0690• 0000•• 0 • • 000000 W R E V I S I O N S LTR oFscRmlmlt DAre APPRovm A AP?RCVAL DO YRF /R0/O7 � •' —T • �^ --� -'i —j - D REVISED DOC vw 1/00/08 E WWFREVISEDREVISED DOC ._ _. tlb• Llf' Lw• 4w' F REVISED D1eC H1F O8/03/OO tam C RMSED DVA 111E 3/O4/DO L4flitnta H REVISED, DOC YID' (07/10 rtlOimtsnm 1°� J RMEEO umm JPO 11/01/1] arrmiuw grpptl ^"0m K REY9ED DRD .PD fO1/10 tear 110011!w` ,n w Mow vnWl M• Y YR I. �tp� .el• ♦�::• uc y a� tli�tW114 tWRifitp 11LeRLMaMG ~ — �f rMP1w �� P.E tm1wtt rtc•im. wnatm Let SKU. tw• :'�.•`♦ I 'IK Or1Y'nf s �'1M o � ••••• tOfNUnnt M A90w RTAWTaI /OIKsvw gl '!lill11 i{I1\l\ lS Yf�aY� tM•Y® itlyt'�Rm F—mim, l� a�i'monf� Zyll tae�lt� WR am WAMTWVM » v>•1 w°o 40*m- frdr • ESY.w1. •/6 wi O a at ow ,re• L1C tmumiAfu >o.tre t»oE DIRM tl» Do= �TM uu et»uta s®un.nw .eeat,at +trram w• - Vlr uocfns � lnawa um j � Jltj tumt.o atom wt rooe vui aeon nt.at utt neon A9K4 °tlaams°0°Pw lmar n• I r• ~W $1 wR, .,ooaR s lnar I Wj 2 sa J.SM WW�ra ANANDMI nnwIA130 arms O aarru n�rtnt cwg m tae nmolSM foal LOHA114 m n�Annoala 7Aslrx ON I, .04wum w� r01owaw�,'e�'�°ia alt am. W M1♦ eLtl lKV&or IIu ioauA�r tLAVtr VERTICAL CROSS SECTIONS HIR FLU1 SMOLE DOORS. yL taituAmt 1s•tw u.•:I�t® naaosi"O .m spm rta,cm IRFS07 _— K AWM11PD •ww N A A0 1 11 X13 •••••• •• •• •••••• • •••••• ••• • ••••• •• •• •• •••••• • R E V I S I 0 N S LX= OR'YC LTR DrSCRWtMN _ DATE APPROVED SEOTODI `-�J if -Y--� ;'l� A APPROVAL MID JPD 4 1S•HWou L9'MWall I -CC B�AYl' I FHH D REVISED OVO�AAAA 0ffi CC CC =TDM CL-CC •e•• wma+rwtr nn m a0n rAa.Dear • • • • • ••• •• (A)EXPANDED POLYSTYRENE FOAM (B)P0.YBi0CYANRJR/t1E (C)51[E1.BTBTT;T7N >mtm cc-cc 0000 • • • • BY ATLAS EPS (POLYURETHANE) NAT SHAPED SEI;BDRS • • •••••• MUM.1.0 LVS/FTN BY ELFCAM.aEN9TY2 LBS/FT 0000 • ••• • •• •• •• ••• •• _ -rr e L3'RW004 0 00 ••••e• • • • • • • Da 00 EE EE FF FF •• • A • F • • (a)HOIBYCOMB M TEMPmum PIR cm (F)WARDED POLYSTYRENE FOAM HMFT PAPER MOERN.FIBER BOARD BY ALIAS FPB DENSTY4.0 LD/FTF >Nam . FOR RPULbtOg0tgF01p0{tyt0yT0 � DEM M.17214 Law OR PO.YISOCYAWATE W�YAT PYROP�tO SYSTEMS LTD (pp,YDSEMANE) PYROPHOBIC PSL P290-00 MW OR t D eg wauf Tom. MAR9IFlQD DOOR SYSifliS BY aFOAM.M7WY:2 IBS G MO•�'r $L9lLA6E tacit EOIIFANI',LLC N'WW'U RIND FACILIM CR=M SNCATE mmw CORE ltje !'�. - 6810 H6LSO LE COPT 9U7 MIIAFT `�*r. ,� *P,:'y ter. INOANAPOLR,IN A6?.M 9017 BlJlE AS1)ROAD CIRUWATI,OR 49e1e -Tam•nROt PAMC Oaf•1e[!Y orlmw MING-mm COUNTY PROmm APPROVAL 1Q DOOR CORE OIPTIONB IRFS07 B --- __ NTS AUTI7CAD 12-13 R E V I S 1 0 N S lA naN wt APPR01$D STEEL BUTT HINGE A APPROVAL MM 09 13 VX 4.9' STD.WT.MIN. y1Z-r MAgp{E NE 9 REN , D2/O1 13 ES 5891/3CB1 sLYtLWs STANLEY FM79/1900 MAGER B91279 ®NES ON/U60 Dtxx VE.9ER 134'MIN. THICKNESS Fy MIN. 39k2t ! T \\ a •••• 4.5• • • ° Y •••• • • • •• 0.0.: • • • (IS YN.tt�2.�/4'FLCT READ •••••• •• •• •••••• DR IN CONTINUOUS HINGE Scm DDDR LEAF IVES 112ND&224HD °• ps MW. 12-Ts x 1-J/5•FHA( 000:0* • ••• •• STANLEY 661ND HPAS sw SELECT SL11HD a INSLt•ID SMW IRAME LFAF •••• • • • • PEMKO FM_HD SERIES ItaY �HTY VARW PM NNW • • •••••• HAGER 780-224HD •••• • ••• • ASH A240HD • • ALUMINUM 8036-T6 MIN 1 *0:90:• • ••• • ••• • .110'MIN. THICKNESS • • • i•Ewar :00:0: • ft • O � • • • • ••• •• • • • ••• •• 0*00 • •`��.tMan'h MAd9N!)§CREW ae SELP - .4p7tp :77�ri S7ESFl.�CONTINUOUS HINGE nQRLix+D �WM � 07s M94.{19CA.))�THICKNESS �' ° ��F 10152 COLO ROLLED STEEL MAX -, Fy MIN 45ksi ° STAINLESS STE71 CONTINUOUS FNWOe e IVES 700,70005 ° °T MAGER 790-900 MARKAR FM-3DO&HG305 �O P"°" MAPWAC1URH0 FACIUTR ABH A50OSCHLAW L= UIC 075'MIN.(14GA.)THICKNESS 6 600 SDDALE� � =7 KM ASH ROM 304 STAINLESS STEEL WMANAP=N QM 09MAT1,ON 45242 Fy MIN. 31k5t itta mei s'ac nds�aStAena aaeuvr.Wta oko Tm wm•wour 'pD HDIGC OPTHNIS CONTINUOUS HINGE NOTES: T.QUANTITY OF SCREWS VARIES PER HINGE LENGTH,MANUFACTURER AND MODEL NUMBER 2.SCREW SPACING VARIES PER HINGE LENGTH.MANUFACTURER AND MODEL NUMBER IRF S07 E3 3.INSTALL HINGES PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS NITi I AUTOCAD SHIT 13 OF 13 MIAMF MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(796)315-2S90 F(786)315-2599 NOTICE OF ACCEPTANCE 04)____ www.miamtdade.gmALonomr Schlage Lock Company,LLC 6810 Hillsdale Court Indianapolis,IN 46250 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami--Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and&*%IJ •• may immediately revoke, modify, or suspend the use of such product or material within*heir jurisdich0•••Pn. • RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade doun •Produe• a t+rol •• ..�';*codc. ` �� .n. 0000.. Section that this product or material fails to meet the requirements of the applicable b'This product is approved as described herein,and has been designed to comply w1 Florida Bu!Wing ;•••• Code,including the High Velocity Hurricane Zone. •0•••0 0000 . 0000. DESCRIPTION:seri -�steelct�F= -&-Bwmwed� a ystsrn?'.3b Gage s�eelSta i�uiSysiezet. .l�'J.L:; 00 0 00' APPROVAL DOCUMENT: Drawing No. 1107W, titled "Steelcraft F Serie§•StL4:1 Storefront•ind 0000:0 Borrowed Lite System"Sheets 1 through 5 of 5,prepared by manufacturer,dated%1( 0,L with revision J '0 dated 11/01/13, signed and sealed by Gordon Thomas, P.E., bearing the Miam1-Dade•Coun*.E4vct Control Section Renewal stamp with the Notice of Acceptance number and expira:on Alo by tile Miami- Dade County Product Control Section. `• Y ease • • .. s MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LI IITATION:The minimum glass bite of Safti First GPX/Superlite II-XL shall be 518. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Cincinnati, Ohio,series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered atter a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERM NATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.13-1217.13 and consists of this page 1 including evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0427.06 1 +eo Expiration Date: June 30,2016 Approval Date: June 18,2015 �1i'�J 1�► Page 1 SeWaae Lock Comaany.LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. (Submitted under NOA's No. 04-0707.01 and 10-0623.01) . 2. Drawing No. 1107W, titled "Steelcraft F Scrics Stcel Storefront and Borrowed Lite System"Sheets 1 through 5 of 5,prepared by manufacturer,dated 03/09/04,with revision J dated 11/01/13,signed and sealed by Gordon Thomas,P.E. (Submitted under previous NOA No.131217.13) B. TESTS 1. Test reports on: 1)Air Tnfiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203--94 along with marked-up drawings and installation diagram of Safety-First GPX hurricane resistant frame with Superlite II-XL and Intumescent gel, preparcd by Architectural Testing, Inc., Test Report No. ATI-63326.01-301-18, dated 07/05/06, signed and sealed by Joseph A.Reed,P.E. (Submitted under NOA No. 10-0623.01) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniforin Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-91 • . .... ...... 4)Large Missile Impact Test per FBC,TAS 201'-.9•41 • 5)Cyclic Wind Pressure Loading per FBC,TAS,29344 •..•.: o...;. 6)Forced Entry Test,per FBC,Type"D-A"fixed4ml,Grade 10, Level LV 1 per ASTM F 588-04 and per FBC 241.1-Hi1,TAjf jQ.r 94 ��•�• along with marked-up drawings and installation diagram of steel!ift t front•prepared by•;•• National Certified Testing Laboratories, Test Report No. NC=10 3232-1„dated••••• 02/24/06,signed and sealed by Gerald J.Ferrara,P.E. '• •••••• (Submitted under NOA No.10-0623.01) ••••'• 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 •••%• ”• • 2)Uniform Static Air Pressure Test,Loading pd.WCC TAS 2D2,94 ;••••; 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of steel storefront,prepared by Certified Testing Laboratories, Inc."Test Report No. CTLA-1107W, dated 03/23/05, signed and scaled by Ramesh C. Patel,P.E. and addendum letter dated 03123/05, signed by Michael Miller,Senior Lab Technician. �� _� (Submitted under NOA No. 04-0707.01) � G(�r Manue7F- miner ,P.E. Product Cont o NOA N27.06 Expiration Date: June 30,2016 Approval Date: June 18,2015 E-1 Schlare Lock Company,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED R. TESTS(coNwNuFD) 4. Test reports on: 1) ASTM E119-08 "Standard Test Methods for Fire Tests of Building Construction and Material"per UBC 7-1 (1994); 2) Nr-PA-251 (2006) "Standard Methods of Tests ofTire Resistance of Building Construction and Materials'; 3) UL-KCMZ.R14212 "Fire Tests of Building Construction and Materials"per UL-263 (2003). along with marked-up drawings and installation diagram of GPX/Superlite II XL by Safti First a division of O'Keeffe's,Inc.,prepared by Intertek Testing Laboratories,Inc. Test Report No. INTERTEK 15101, dated 11/14/08, signed by Michael Puls and Kent Kelsey. (Submitted under NOA No. 10-1130.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer,dated 05/25/05,signed and scaled by Gordon Thomas,P.E. (Submitted under NOA No.10-0623.01) 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(IFR). •••••• •••••• E. MATERIAL CERTIFICATIONS ...... •..••; 000009 • 1. Notice of Acceptance No.11-0624.02 issued to E.I.DuPont Debs ovrs&Co.rinc.for. their"DuPont SentryGlas®Interlayer"dated 08/25/11,cxpiriVS vn*ql/l4/t7.••-• :0600: 2. Notice of Acceptance No. 13-0717.01 issued to Sabic Innovative?Mtie for`their ••••• "LEXANO Polycarbonate Sheet Products"dated 11/28/13,ex�9Ofll�n 07/17/18: •••••• .. .. .. ...... F. STATEMENTS 0 0 0 '• 1. Statement letter of conformance,complying with FBC-2010,slid of Ilo finaTiAel-kerest„••••, dated 03/18/15,signed and seated by Gordon Thomas,P.E. ; 0000 ;••••, 2. Electronic letter requesting a one year renewal, dated 06/08/15, issued $y.Alliegion, signed by Jim Dolan,Compliance Engineer. 3. Statement letter of Superlite I[—XL with Intumescent Gel issued by SaftiFirst a division of O'Keeffe's, Inc., the minimum glassbite shall be 5/8-inch, dated 12/20/10, signed by Katarzyna J.Grzelak. (Submitted under previous NOA No.10-1130.01) jj OAK V 2wa 5an el Perez,P.E. Product Co rot Examiner NO N..15-0427.06 Expiration Date: June 30,2016 Approval Date: June 18,2015 E-2 Schlaee Lock Company,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 4. Laboratory compliance letter for Test Report No.INTERTEK-15101,issued by Intertek Testing Laboratories, Inc., dated 11/14/08, signed by Michael Puls and Kent Kelsey. (Submitted under NOA N6.10-0623.01) 5. laboratory compliance letter for Test Report No. ATI-63326.01-301-18, issued by Architectural Testing,Inc.,dated 06/30/06,signed and sealed by Joseph A.Reed,P.E. (Submitted under NOA No.10-0623.01) 6. Laboratory compliance letter for Test Report No.NCTL-210-3232-1,issued by National Certified Testing Laboratories, Inc., dated 02/24/06, signed and sealed by Gerald J. Ferrara,P.E. (Submitted under NOA No.10-0623.01) 7. Laboratory compliance letter for Test Report No. CTLA-1107W, issued by Certified Testing Laboratories,Inc.,dated June thru August 2003,signed and sealed by Ramesh C. Patel,P.E. (Submitted under previous NOA No. 04-0707.01) G. OTHERS 1. Notice of Acceptance No. 13-1217.13, issued to Sehlage Lock Company,LLC,for their Series"Steeleraft F-Series&Borrowed Lite System 16 Gage Steel Storefront System -L.M.I.",approved on 09/11/14 and expiring on 06/30/15. 2. One year approval,subjected to successful verification test, . . .... ...... 0000•• •r •• 0000•• • 0000•• • • • 0000•• 0000 • • • • • • •0000• 0000 • 0000• • 0000•• ••• • 0000• • •00.0• • • •0000• • • 0 • • • • • •0000• 00 0 Ma uelS-0427.06 P.E. Product Coutro iner NOA No, Expiration Date: June 30,2016 Approval Date: June 18,2015 E-3 DLst�y p ppm — Acr>aaTaal R E V I S 1 0 N S / I�PPIAVEO F9R VATER Y&R(RAr�i t.TR ffiteRel m 9Are APPFOV[G '- - VIM P• M A evrry 4:.. ME NOTE 15 wng mm1119TH _ _____ I .�cb 1 i11� I 1 1 1 V 1� I tl 1 1 1 11 1♦ 1 I I I 'I I it—_.�� I 1 11 l I t W9 In '^\ CASE 11 wsvv2(wt+w2) arc t9 CASE 2t V-1/2w1+1/4w2 l+-VW/EN1YV2f-+I V:VlIV1W21�- 9 ESP9 TTP. ,� 1 �� 1 'cr na case-a++� I i�==='°= I SEE MTV 99 I 't I 1 1 1 Yit ( 1' i I Y�1 tl`n--/"1 fi • • '�� '1' i/tl I tl f 1�'1 11 ' II 1�, 1 ,1• •••• •• •• 1j i', 1 I f i I 11 1 1�11111 • • (IC_-_.) i-al VICASE I w=t/2<wl+w2) 1 tl st•�••CASE 41 w=1/2(WI+w2) 't ,.ti9QCT lylr,¢MTEH Mi&HEB FOt LliRrf MM9M.L DIPMT.9ESS9N P�SSI•E 6 VATEA I16'$.lAAT19N ••• Aeglsm • •• •L-SEE "�UAWM* M a7"EK am FASTEI[R CASE 5 VWNW14W) •• • h WIN �APPA9yE9 WA Kllebll Ftiltrtx > l00[ ��• IMMS a Te SGiIrY t.DL9C e9MPAMr,ttE IMi% �•� �'r • • • su era �4e t Will DETA9S ttmuwr r I/m afR 1®txa Me -•• • IX x N 46M M Lt ML DLO ��1�• MIAIR-"W@IN PR A* A��S49 ATE SUMS . • • w W"MW H[,V.ty1D 1AE1{VIOIi4 t!jWL.SPAM RUMN mat 00 0 0909 : •• MOM no GCK41».M"M-w Oodex rNllnta P5. CIL K4%mM mo IWHM. I•K-9.t9' uam'�°' B WA IIU w b�• E 1 J Floeac;mt 1 Ir 5 RE VISI ❑ NS LTR W-I=P Ti67 00.7E ovwmwG --P&9g WMTN 6mww C J W lCAO lTV. ex W.t 0 �► E Tew ovum L SLLL 0 6'TTP,All r L SR.L g IV,ALL 6 MI&M WA WA x RTVr6E0 RK 8 /� 06' g 7YP, P TV. qqN �A MY 180 01 IIEAO L JNfBC FM 1RCM �j i 1 1690 1 S6'TTP. O as'TYP. xWes g VAX B'IW. 6W RATM OTPACT RATM A A RMTRAum E { *mm lm=m RRftu I1 �. 9 11 TV,E (I TYP. 1 OrIN OESCRPTImi MTE Ai. RDMU cmmum i 'll,11UZE PO! j 1 ICM sm m EWAE6 Nix AM vm am 10 a NT + .�9 17i Au�� 3 to E I�.AQA y RV01 •' T W 10.7 1 W.�CaNCTgPafnrm �T�g1T� a.in..t Woes W ql�l s mI Y[alml 61S iWl 1p01 + 11 WAM Y em>m ° m,c�nx Ob ECAIE 0960 6 °v A1� a °y a Nm ms 4W.W mM w 1 SGilt At iLL IN[1•gpt p},,fie xp, rm y� t7f•.Ntll'6yP�tgY �A iLmLtin 6 N61Oi MfUl SSKE f�PAxL UC n• Y�IT =!a �Y� W•Pei YAL'�O1,�•i ale T xlm•T T IRO.1 � w�'S.Praa, 1 r•Ln6 m sign ANO w /t LYi S ou Mm A1 I•�ey 8' WRI. s mm PXMT APPROVAL 676'P.IR9 IIPix 9�{l� r W 51UWFRSWf RIR NW44 R LITE SYMM ed�.1�INidya •••• 9 1•IVM1L"Mells.Idfl PE Ob l9 '"""�' air" t&n .uw•"° " 8 WA• I1OFW B+•q@ST M • •• • • 6e e s •••••• •• •• •••••• • •••• • ••••• •••••• ••• • ••••• •• •• •• •••••• • • • • • •••••• a EVISION S LTR MSCRI"m RATE APPROVED A fRWAL WAVRR{ IUM4 C PCR REWWAL mm E REREVALvimtto G RASRRRT T A!R]ItR HAK m r"Not TTP 5B RAR.TTP. IASRIRIT VIRE ANt"m ''' - ..�..i.: spa _._ ._..._ LLI ER ERAHC EfI NASI 0 _ ENRERRERT ttd E>a'PNSICN BCI.Tu- L � _�.I�.MPF" ---•v'""..'.°'_'_-�56.MAX T1P. EEC£.-- n •.�� O O I mi RIS)ANEE •••.p r.�. RISTANCE "°t,. TER ERIRK SNIR 9trF.E9Y X T •� -- ��__�__0_�___-..- a.-. .06—:�. xi��s�T <.. .., �T_ala � - m AMC WO lou wm WA 1•.LLlil[t�T• ''twi TG t pAppy�.T907 WAS us on NUV= A•[NCP01i,RI 452! CRTC II.1R 45112 rNiwWaW . i lu tY y03TMNNR ma Lt1E RR l ' NCRIaWAL CZSS•SEM= Pw' N B WR Ii�7k( DRi••TEST 1 •••• VIEVS •:1 Q 5 • 609.0• 4545 4545 4545•••• • 000000 • • • ••6• • • • • •••6 • 4545••• • • • 4545 4545 4545• •6••6•• 4545•••• 6 • 4545•••• • • • • • 00410040 4545 • 0066 0 0 c i v LAG SOLT am= R E V I S 1 U N S �yC• i4� :^,4', D.4PY IIT®0AY101 aft AESCRIPT= DATE APPROVED t�•4141 '�a,,:,A'+ll.,d: IIAIW RAIU O O O o WAT STID:RTRI D A DOW Nown �f�I' A :•• `� r•�••. n 01A33 x IR'!U PEO E1701• { LYD 4'NAXE = O O t SCALE 4740 J � OAW OEY �,� � LALRNAIED�L S f.IXlS1ROC1fON WWI AN6LAS INTEI'OAYER•OETAO'S' INTw FUNK, INIERIAYER 741H SENTRYOLAS PM WAOTfM=An• GEL 8I8IJPIm IT88 7 awn WITH OLAS A' 025•}�Q" IM ALA7ER•DETAILT" c wa SU"AITE I-7L-8Y SAM MTN S£PIIRYCLAS INTERLAYER RIH6AL vS --Ur 8Y DuPONT J4>«NIR •ALE 9'INX WSM LL mac ;` f SAID'WOOL SCALE a.7SO' LAG ID>LT OPTION SCALE 0390 0.175'X LENGTH CS"MIN, WOOD Sm WALL Ilm,HAM NOV Comm m SILICONE SULANt SCdIE 0.3$0 »AMDrT IOAO'8C. p•rbn�MA, PRIAO fSATN�{ppTAQ. tZ LHp eH .Am also � fO4+ItL lDIX CDSA7r,LLC 11�EaiDO'T �� Loo wm^a rest T6T R ut ARI ass II1009YPLttt.pl ILSs CDICINVLtL tH fsffi LOCK rmmeR+ o•tx D ,/_J2 OLaa.f,aLd�PD �y VG RW-SE COUNTY P>1ZAtNVAt A3 AND ED LIRE SYER GLVERrICAL CS-SECIMI • ••• FOR NON-FOE GX;AWITH AANATD01A88 Vy IFIRE AMICwroNa Km B • IMV UP 0 OIEST •0:9 RYRAPn rrom.i«ra • • • / a S • 9410 •• •0 0• 06,00•• • • 0,0•00• 941.41 • • • • 0 • •964141• 00,041 • ••4141• •641941• ••• • •4109• 00 •6 •0 •000:9 • 96,0996 • • • • 0 0 •99041• 0904,•• • • 9 • • • • • •0410•• 00 • 0.:0 0 0 p 0 REV ISIaNS� F CnMCTION'SLA' LM =Rrrm our m*amo dpi WELDED ASS'Y T A --dPPtaru MAVM "a Miw >• �. 1•FACE C KMFJ 4.._EC"4-303 lYG Wwn$ T e FACE _IICO C v= %IN _c_._ wgxAL ouc.._ _... ..__,..... 410 o AV HIM L tw !;:Mw MIK Ir /,:..'KOMu MK IW :so=SHIM 1.94 �-- —.� >aa ,�a3TSmE / arteirC FRAME SILL ETAM MULLMN s 4 V mm HM ON aw INK 441 { m YELM AT J= MIMED AT XtlM 373 MQ1. ALM PAM A"II •ow SNOM ALWEi iBEE AD 441-1 J I aim SMMTH MEAD WITCHED A r"ATTEim BUTTED BETWEEN JAMBS HEAD ON JAMBS ALM now SIm ru SStLLL MR A PART SF SHB APPMAL on,m PATERIAL-AST gOp /11K 7, � A� ITEM IITT f'SO ilm MAICRIN. YIZE NRx. 1 �B`'�� .1�``.TDI"" RK-A I At 8@A FMMW AR Nd' 1 ' 1 11 dry�l1'i ISM. e a avu npllc am31`�r'!�i'' wA.a- t .! �' 1g;1 St n "M rBt LSTN1t MA.17i• 441InIq 1 ;I 'M, 1 sm cSfO� 4 a amo ,� 'f " •` ` w�S,nr ` !lu t w i -T— I � �� t 1 t .'�7 •.Qe'RML TRIC 3 A%Kn MR=tM CM) S Y NUL ON NK �_ l ^.iL It ;1 H►�/Yd•I.� d At NN'0 61KU18 fEAD 71REY lU !e• 0815'. APJ ItlImE JAMM STRIME JAVA �DfL T AS RPS gp Wp - y --aTa mm N21�1 IAOJ.mM •uAuN w rAcaJrn 0 � rrRM TIS ummwRl eo lte mGAB:OWT4 01 mA 0"OL TIM CT AAPPl✓f 'frk '1 YJ YE MW4-ow m""=a AP WAL gMtJ w . SPRorIMOWNT NO Am °7IR�9TTo! 9 r 3 •1••• 0*6 • • • • • •• •• •• •••••• • • • • • •••••• 0000 •