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WS-17-2925 Permit NO. BU'S-12-17-2925 Miami Shores VillagePermit Type:Windows/Shutters 10050 N.E.2nd Avenue NE 'Per mi t IN'c5ric Ciasscratic�n:Door Replacement Miami Shores,FL 33138-0000 - - Permit Status:RPPRC31/ED Phone: (305)795-2204 issue Date: 11412018 FExpirati 07/03/2018 Project Address Parcel Number Applicant 10125 NE 2 Avenue 1132060480020 EUNICE DAVIS Miami Shores, FL 33138-2349 Block: Lot: Owner Information Address Phone Cell EUNICE DAVIS 10125 NE 2 Avenue MIAMI FL 33138-2349 Contractor(s) Phone Cell Phone Valuation: $ 8,000.00 QUALITY DOOR DESIGN CORP (305)229-0229 Total Sq Feet: p Type of Work:REPLACE FRONT DOORS ENTRY WOOD Available Inspections: No of Openings: 1 Inspection Type: Additional Info:REPLACE FRONT DOORS ENTRY WOOD Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building a i 1 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $4.80 Invoice# WS-12-17-65887 DBPR Fee $2.00 12/13/2017 Credit Card $50.00 $85.80 DCA Fee $2.00 Education Surcharge $1.60 01/04/2018 Credit Card $85.80 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $6.40 Total: $135.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS 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 zg1ji0g. Fut ore, I authorize the above-named contractor to do the work stated. January 04, 2018 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy January 04, 2018 1 ��� ���_ S3 76 - - r t .. Inspection Worksheet Miami Shares Village 10050 N.E.2nd Avenue Uland Shonin,FL Phone:M7W2204.Fax: 1' ?"t Inspection Number. INSP-293831 Permit Number,WS-1 2-17-2925 Scheduled Inspection Date:January 19,2018 Permit Type: WindowafShutters Inspector. Naranjo,Ismael Inspection Type: Final Owner: DAVIS,EUNICE Work Classification: Door Replacement .lob Address:10125 NE 2 Avenue Miami Shores,FL 33138-2349 .Phone Number Parcel Number 1132d60480020 Project: <NONE> Contractor: QUALITY DOOR DESIGN CORP Phone:(305)229-0229 "Building Department Commentil REPLACE FRONT DOORS ENTRY WOOD Infractla Passed art INSPECTOR COMMENTS Fain Inspector Comments Passed Failed Correction Needed Re-Inspection .Fee No Additiorml inspedzons can be sdiedulad until no4nsfee ispaid t ,January 18,2018 For Irslpreaftns please Call;(3M7624%9 Iftge 17 of 32 , s Miami Shores Village R�CEI�/ED Building Department DEC 112017 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ` Tel:(305)795-2204 Fax:(305)756-8972 (�Y INSPECTION LINE PHONE NUMBER:(305)762-4949 `( 20' 1" BUILDING Master Permit No. w S 1 "2 c125 PERMIT APPLICATION Sub Permit No. XBUIL'DING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION- > ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [-]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION [:],SHOP ". CONTRACTOR DRAWINGS JOB ADDRESS: 0` �-S ti E- _Lnd 1./Z City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: , ' 3106- O y 4Y -00 Z O Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): F=Ur\�C e Phone#: %0S - oI00 Address: S\ O � '- N C -Lnj A -1 City:_Is"^`10r-�N S�Ure 9 State: �\Uri 6P Zip: '2 3� Tenant/Lessee Name: Phone#: Email: CONTRACTOR: C�1V� nnCompany Name: \% �)UCf- Phone#: 3US' -7-CA-0 LL°\ Address: Slee-� City: Statae: ��-- Zip: �3\ 69 Qualifier Name: )Me - 1-�E rnQnO�e L Phone#: 1305-7-Z01-GZ"L_q State Certification or Registration#: Certificate of Competency#: 11 e>Sa C)27 -7 DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 9, o o U , U U Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ® Repair/Replace ❑ Demolition Description of Work: ��"P\�'C e t'Yc�'+- zUOt3 E^"�'r`j V1/©OU Specify color of color thru tile: Submittal Fee$ SQ Permit Fee$ ��U..� CCF$ 1 . 80 CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Z Notary$ rr Technology Fee$ o .40 Training/Education Fee$ ( co Double Fee$ Structural Reviews$ Bond$ p TOTAL FEE NOW DUE$ �� .S (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 incompliance 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. Signature Signature OWN or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 5 day of ✓ 20 �7 by s� day of C�_0YY)Epe y- 20 11 by t o is personally known t _ nd er—�C�nflode ;who is personally known to me r who has produced me or who has produced ���� (a(�/1S� as vlo~identification and who did tak �h. Y COMMISSION 4 FF183413 J.M.ALLEN identification and who did take an oath. M NOTARY PUBLIC: �,,�� ExFtt�s'°°"'"b`{27'Zotg NOTARY PUBLIC: 1 ✓ Sign• Sign• i 6 Print: 1t - Print: m'Pi11 S�` rvCC�N��IZ S Seal: • �s�;•, Mc SSA SANCHEZ , Nctary Puc:'c-State of Florida Commiss:cn:C.C.143841 v0i4AJM/ X//�, /J ,� c• My Comm.Exo;res Sec 77.2021 APPROVED BY l Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) i Property Search Application - Miami-Dade County Page 1 of 1 Ek `Y P"ERTY Offlo' Summary Report Generated On: 12/12/2017 Property Information Folio: 11-3206-048-0020 Property Address: 10125 NE2AVE - Miami Shores,FL 33138-2349 Owner EUNICE J DAVIS Mailing Address 10125 NE 2 AVE MIAMI,FL 33138-2349 PA Primary Zone 0900 SGL FAMILY-1901-2100 SQ 0101 RESIDENTIAL-SINGLE Y ' 3r Primary Land Use ' FAMILY: 1 UNIT _ .� - + __ �� � AlE 's Beds/Baths/Half" 3/2/0 ,td �`v t � Floors Living Units Actual Area 3,272 Sq.Ft z� Living Area 2,452 Sq.Ft g s t t! Adjusted Area 2,842 Sq.Ft Taxable Value Information Lot Size 10,627.5 Sq.Ft 2017 2016 2015 Year Built 1981 County Assessment Information Exemption Value $50,500 $50,500 $50,500 Year 2017 2016 2015 Taxable Value $173,199 $168,5981 $167,075 Land Value $318,514 $265,567 $254,811 School Board Building Value $222,529 $224,177 $225,825 Exemption Value $25,500 $25,500 $25,500 XF Value $24,285 $24,480 $16,864 Taxable Value $198,199 $193,598 $192,075 Market Value $565,328 $514,224 $497,500 City Exemption Value $50,500 $50,500 $50,500 Assessed Value $223,699 $219,098 $217,575 Taxable Value $173,199 $168,598 $167,075 Benefits Information Regional Benefit Type 2017 2016 2015 Exemption Value $50,500 $50,500 $50,500 Save Our Homes Assessment Taxable Value $173,199 $168,598 $167,075 Cap Reduction $341,629 $295,126 $279,925 Homestead Exemption $25,000 $25,000 $25,000 Sales Information i Second Previous Sale Price OR Book-Page Qualification Description Homestead Exemption $25,000 $25,000 $25,000 04/01/1996 $169,000 17185-2792 Sales which are qualified Widow Exemption $500 $500 $500 07/01/1989 $150,000 14206-1558 Sales which are qualified Note:Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City,Regional). Short Legal Description VAZQUEZ SUB PB 115-23 LOT 2 BLK 1 LOT SIZE 81.75 X 130 OR 17185-2792 0496 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp http://www.miamidade.gov/propertysearch/ 12/12/2017 OR Miami Shores Village Building Department loss 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 FLOOR Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows, doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, a etc. Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgem t: \' er cj -t E Qualifier/Owner Signature Date- Print Name F 1 3 t I r OREsplt fill Estill" Miami Shores Village OA ,. �N r��d Building Department A 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. w f Signature: O er State of Florida County of Miami-Dade The foregoing was acknowledge before me this day of a(U1 JX,( ,20 By l Url I CC VOVI'�5 who is personally known to me or has produced ,r IV �(,S I as identification. Notaryjj]��� SEAL: MELISSA SANCHEZ r` Notary u 1:c-State of Florida =;•s <;` Commission:GG 143841 My Comm.Expires Sep 17,2021 l QUALITY DOOR DESIGN, CORP. 9838 SW 40th St I Miami, FL 3365 Phone: 305-229-0229 Fax: 305-229-7373 December 12, 2017 State of FLORIDA County of MIAMI-DADE Before me this day personally appeared who, being duly sworn, deposes and says: That he or she will be the only person working on the project located: 101 tS N IE Tej A-c. MW ar�, SV%wc .j FL 331M Sworn to (or affirmed) and subscribed before me this(2 day ofCern�r. 2017 by 0,k.-CXCe 6.k r--I eYn4f)G�Z Personally know f OR Produced ID '; •. MELISSA D17,2021 � �. �• Notary Publ c- ti e Commission My Comm.Expi uw rM, u�2 Name o otary .T WIN DLOADCALC.com , Dest nRmdB ecd `" 1111imatc rn h) 175 Cline Quality Impact.Doors Wind VC106ty( Windtoadcatc.com:�. Exposure . C yput t^.:nc;rw•C Suer^ec Addrrss I0125 NF.2ud Ave tiiternal Pre—uc Enclosed Com a., I}ei"ti ab.-g ruund(z-(ft) 1_0 — Job N-Akr I Standard Wall Height- ft 8.0 CE 7-lU Pcp,,,,, M.-Soria '3lean 1t.d Height(b)-(f0 AS I D.0 C Ruildin Width(R 65.0 F • • Building Length r( • 65.0 Wall Opening(Window }'ts&Doors)Wind Load Program - � • Roof Sl.pc(z:12) l9 }[(ll Shape • Flat RoAn 1¢Cdc grecs 476 2003-2016 V F}, 10) • of ••••• fa Edge Strip(A) 4.00 Lh, (R) n.0 • • • End 7.one(ft) - S.D0 ., ,(11 ••ry A • • Parapet Along.Roof Perimocr(ft) z, (ft) 0A) 0000*. • • ♦ - -.. • :.. ...: _ .., (}himate'Nnd Load Prrsures .... . . .... .. •••• -. OPENING EFFECTIVE •• •••• • • O 1A'IDTtI LENGTH. h4A tU APPLYING WIND LOAD FOR: ZONE ELFVATION WIND AREA XI M MAXIMUM VOA Appr.-I Numb. NI-Pressure Per NOA Rtanuf•cmt��.•• Model dumber ••••• Ifeeo (feet) Ifect) (sgft) POSITIVE NECAT}AT 0090 •••••• PRESSURE(pso PRESSURE(pso •i ••• • • • Building Entrance 4 0 6.8 Mo 68.0 49.2 -539 • • • • • •••••• •••••• 00 ,J • i Y z i � �' .' �\ s�'e•.; i JA p 2018 �_ BX - T- - - - — wx,v.vdndloadcale.cam 12'292017 Pagel d Lofty En iwdrin . d Contracting ; an . 6421 SW 31 9 '•; Miami FI, 33155 "' • Project Information:. •* Quality Impact'poM: • . Job Address: 10125 NE 2nd Ave Miami Shores Velocity Pressure Calculation h (height above groound) 1 ft qz = 0.00256 x kz x Kzt x kd x V^2 (Ib/sf) kz 0.85 ASCE 7-10 27.3-1 page 261 kzt 1 Flat terrain kd 0.85 ASCE 7-10 26.6-1 page 250 V^2 175 category II Miami Dade Exposure Category C FBC 1620 qz (velocity pressure) 56.64 Ib/sf O'��i Prepared By: Seal: = M Miguel Soria, P.E. �% �'•. p Florida Registered Engineer ��/ HAL P.E. 49359 �!l/I111111� \ 9 A • • ••• • • • • ••• goo NHNR 7Nt DESIGN LOADS t • • • • • • • , 115(51) • ••• • ••• "f • • • 120(54) fir. 130(58) , 140(63) • r' 140(63) 150(67) F Z 140(63) 150(67) }" 160(72) 160(72) 170(76) 170(76) 115(51} 150(67) 180(80) 120 54 1 0( 8)140(63) 1 081(80) e Special Wind Region Location Vmph (MIS) Guam 195 (87) 150(67) 160(72) Virgin Islands 165 (74) �'170(76) ' American Samoa 160 (72) Hawaii— Spisi3i" �N1nEi R�t#iiptt = 130 (58) Puerto Rico c: , Figure 26.5-1A (Continued) z J iit 1 247b ' -t { • • ' • • ' ' ' • NEN MUM DESIGN LOADS Main Wind Force Resisting System-Part 1 All Heights fy .. Velocity Etsj Kh and KZ Table 2'1.3.'1 �.. ,ate • • Exposure 1prbubdolgiet Z: B C 1) ft (m) 0-15 0-4.6 0.57 `,. 0.85v=-' 1.03 206.1 0.62 0.90 1.08 25 7.6 0.66 0.94 1.12 30 9.1 0.70 0.98 1.16 ;w~fi 40 12.2 0.76 1.04 1.22 50 15.2 0.81 109 1.27 f 60 18 0.85 1.13 1.31 70 21.3 0.89 1.17 1.34 80 24.4 0.93 1.21 1.38 E 90 27.4 0.96 1.24 1.40 , ., v ' 100 30.5 0.99 1.26 1.43 r? 120 36.6 1.04 ' 1.31 1.48 140 42.7 1.09 1.36 1.52 160 48.8 1.131.39 1.55 180 54.9 1.17 1.43 1.58 200 61.0 1.20 1.46 1.61 250 76.2 1.28 1.53 1.68 .yt 300 91.4 1.35 1.59 1.73 350 106.7 1.41 . 1.64 1,78 400 121.9 1.47 1.69 1.82 450 137.2 1.52 1.73 1.86 500 152.4 1.56 1.77 1.89 " Notes: ' Pc "� 1. The velocity pressure exposure coefficient K.may be determined from the following formula: r, �. For 15ft.5z:5zj For z<15ft. 8; K�=2.01 (z/207j°` Ka=2.01 (15/z) .� 2, a and zs are tabulated in Table 26.9.1. , F � CST 3. Linear interpolation for intermediate values of height z is acceptable. 4. .Exposure categories are defined in Section 26.7. u - �•S{ ,Ze ,1 sF 261 a CHAPTER 26 WIND LOADS:GENERAL,REQUIREMENTS • • •.• • • • •W MU DhPcOonaltty factor,Ka 1 sr? , Table 26.6-1 � I f •�• • % • • • i i i • i 1 Structure Type Directionality Factor Kd* Buildings Main Wind Force Resisting System Components and Cladding 0.85 0.85 Arched Roofs 0.85 Chimneys,Tanks,and Similar Structures Square Hexagonal 0.90 Round 0.95 0.95 Solid Freestanding Walls and Solid Freestanding and Attached Signs � 0.85 Open Signs and Lattice Framework 0.85 Trussed Towers Triangular,square,rectangular All other cross sections 0'85 0.95 *Directionality Factor Kd has been calibrated with combinations of loads specified in Chapter 2. This factor shall only be applied when used in conjunction with load combinations specified in Sections 2.3 and 2.4. } 250 *r f ' rNal j m 0 -rte n ' w � t 5 o cp ... . 9999.. o p 9999.. ' ••� .• 9999. . : 9999. :. 0. 94 0049.6 90000 • • / • • • 0 )` • ( 9 • • 00000• � �J •9499• G • • • 940049 --- 4 • 5 • • 9• V C DECEIVED � � f DEC 13 1017 Miami Shcres Village APPROVED BY DATE ZONING DEPT R� ., BLDG DEPT f SUBJECT'ro CCNIPt.PNCE WI 1-H LL , EDERAL STATE ANL)CC UN (RDL--S AND L?EGULATi()PIS f f 1 I C'ami.ng 150 Raised Plain 150 Raised Panel Carved Panel Sku#1000030811 Sku#100003o811 y Carved Panel patina zinc 4 : ON :g 4 brass glue chip f Deluxe Decorative Glue chip beveled inserts and textured glue chip 160 Raised Plain Panel glass to add a touch of 6/8 height Sku44I.QM030811 • brilliance and privacy. w. t 150 Deluxe Caming Glass Sku#1 0000308 1 1 D," • Shown with 140 Sidelite & 950 Transom I Le-1.\C-C 160 Deluxe Caming Glass 1 Raised Carved Panel 160 Deluxe Caming Glass 8/0 height Sku#1000030811 /8 height Sku#1000030811 6/8 height Sku#1000030811 EXCLUSIVE WOOD DOORS 7 MIAMI-DADE MIAMI-DADE COUNTY is PRODUCT CONTROL SECTION r 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.miamid_aae.eov/economy Exclusive Wood Doors,Inc. 1950 N.W.70th Ave. Miami,Florida 33126 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 code. • This product is approved as described herein,and has been designed to comply with the F1pritla$uildWg Cpde, •••••• including the High Velocity Hurricane Zone. ...... ....:. DESCRIPTION: Series"EWD"Outswing Opaque Wood Doors-L.M.Impact """ ;•.•• APPROVAL DOCUMENT:Drawing No.EXD 004 R6,titled"Outswing Opaque Wodd 1100",shgm 10thru 13.gt..• 13 dated 11/17/10 and last revised on 06/25/14,prepared by CATEGORY 5 Engineeringes"Vic�es,Inc.rsi ed and..:..' sealed by Emma T.Mellinger,P.E.,bearing the Miami-Dade County Product Control Revi'sioa stamp with 4ge Notion••• of Acceptance number and expiration date by the Miami-Dade County Product Control SretiQn; • MISSILE IMPACT RATING:Large and Small Missile Impact Resistant ••60:6 Limitations: • • • ••' •• 1. See double doors Standard Lock options(items#11, 12& 13)sheets 2,3 &4,See multi-point lock op{ipi(items#12, 14& 1 S)in sheets 3 &4. See Single door standard Lock option,multi-point lock option and additional 3-point with surface bolts(items#11, 12& 16)in sheet.5. 2. See raised panel details in sheets 8,9& 10. , 3.Five cluster anchors at double door astragal required(see elevation sheets 2,3 &4). See strike screws note in sheet 12. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,Santa Cruz,Bolivia and t 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 put-poses 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 revises&renews NOA#13-1224.09 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. 1 The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No. 15-0413.11 FMIAMMADMECOMUNTYExpiration Date: August 11,2021. Approval Date: August 06,2015 Paged G Exclusive Wood Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED f t A. DRAWINGS 1. Manufacturer's parts and sections drawings (submitted under files #13-1224.09/#10-1220.02) 2. Drawing No. EXD 004 R6,titled"Outswing Opaque Wood Door",sheets 1 thru 13 of 13 dated 11/17/10 and last revised on 06/25/14,prepared by CATEGORY 5 Engineering Services,Inc_., signed and sealed by Emma T.Mellinger, P.E. B. TESTS (submitted under files#13-1224.09/#10-1220.02) 1. Test reports on 1)Air Infiltration 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)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 5)Large Missile impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with marked-up drawings and installation diagram of Outswing Opaque Wood doors,prepared by Certified Testing Laboratories,Test Report No(s). CTLA 2016W, dated 11/15/10, signed& sealed by Ramesh Patel,P.E. (These test reports have been revised by an addendum letter dated April 02, 2010,issued by.Certified Testing Lab, signed& sealed by Ramesh Patel,P.E.Additionally revised raised panel detai?nnarke4&up.. by Certified Testing lab dated 06/23/11 has been provided) •• •• • 906.00 0 C. CALCULATIONS (submitted under files#13-1224.09) 00000* • 1. Anchor verification calculations,dated 12/21/13,05/16/14, 06/06/14 and Ia9tr�evised.on 06/12 /14; prepared by CATEGORY 5 Engineering Services, Inc.,signed& sealed 151 V'r ma'P.Mellinger P;E' 2. Glazing complies with ASTME-1300-02 & 04. 06"00 00000 ::0::* . .. .. 69 0000.. D. QUALITY ASSURANCE 0 0 0 9 9 9 0 1. Miami Dade department of Regulatory and Economic Resources(RER). 0 •- •••• • 9999.. E. MATERIAL CERTIFICATIONS . 0 9999.. .. 6 ... 1. None. • ' F. STATEMENTS(except item#1,all other items submitted under file# 13-1224.09) 1. Statement letters of conformance to FBC 2014(5"Edition)and"No financial interest", both dated 03/30/15, signed& sealed by prepared by CATEGORY 5 Engineering Services,Inc.,signed and sealed by Emma T.Mellinger,P.E. 2. Statement letter of Successor Engineer adopting as her own the work of another Engineer per FAC chapter 61 G15-27.001,dated 03/04/14, signed and sealed by Emma T.Mellinger,P.E 3. Addendum letter dated 04/02/10,issued by Certified Testing Lab, signed by Ramesh Patel,P. E. 4. Statement of compliance, issued as part of the above referenced test report issued by'Certified Testing Laboratories. 1 5. Distribution Agreement between Importadora y Exportadora Liguria SRL, Bolivia and Exclusive Wood Doors,USA, dated 04/02/14, signed by Andres Pucci and Fernando Nisenbaum,respectively G. OTHER 1. This NOA revises NOA#13-1224.09,expiring 08/11/21. 2. Test proposal#09-1386 dated 11/19/09,approved by BCCO (submitted under files#13-1224.09/ #10-1220.02) 3. The 2-1/2 mid rail photographic evidence from test video and raised panel detail marked-up drawings dated 06/23/11, issued by Certified Testing. (submitted under files#13-1!!22/4.09/#10- 1220.02). l C Inau� 1 • C_A ti vt.Ar Ishaq I.Chanda,P.E. Product Control Examiner ' NOA No. 15-0413.11 Expiration Date: August 11,2021 Approval Date: August 06,2015 E-1 i 1 ,. N ii0 o GENERAL NOTES: INSTALLATION NOTES: TABLE OF CONTENTS _ 0 Of SHEET REVISION SHEET DESCRIPTION v '° 1.•The Product Shown Herein is Designed and 1. One(1)Installation Anchor is Required at Each Anchor z = Q Manufactured to Comply with the Florida Building Location Shown,Unless Otherwise Stated. 1 6 GENERAL and INSTALLATION NOTES Q o p Code(FBC),including the High Velocity Hurricane 2 6 ELEVATIONS oncrANCHOR LAYOUTS(1) W E 5 (+) Zone(HVHC)and has been Tested and Evaluated in 2. The Anchor Spacing Depicted is the Maximum Spacing ( .v •o r- 3 6 ELEVATIONS and ANCHOR LAYOUTS(2) n Accordance with the Following Standards Permitted for Product Installation. �i m £e • TAS 201-94 4 6 ELEVATIONS and ANCHOR LAYOUTS(3) C�w °o • TAS 202-94 3. Anchors Shall be Installed as Shown in the Appropriate 5 6 ELEVATIONS and ANCHOR LAYOUTS(4) e K • TAS 203-94 Anchor Layout Drawing(Sheets 2,3,4,and 5). Anchors ,o ° -.8 6 6 VERTICAL SECTIONS 5 - Shall be Located Either Beneath the Weatherstrip in the •LL v 8 gg S HP 2. Adequacy of the Existing Structural Concrete, Thinner Part of the Jamb,or Through the Thicker Part of 7 6 HORIZONTAL SECTIONS i o 8 U o Masonry,7'x PT Wood,or Metal Stud Framing as a the Jamb.Anchors Shall be Spaced a Minimum of 3"on 8 6 DOOR PANEL SECTIONS m w Main Wind Force Resisting System Capable of Center. Withstanding and Transferring Applied Product 9 6 COMPONENTS and BILL OF MATERIALS > o e ` Loads to the Foundation is the Responsibility of the 4. For Installation into 2"x PT Wood Buck use#14 Hilti 10 6 CORNER SECTIONS and PANEL DETAIL $ a a a 5 a Engineer or Architect of Record for the Project o1 Kwik-Flex Sett-Drilling Screws of Sufficient Length to 11 6 LOCKING HARDWARE DETAILS(1) o Installation. Achieve Iy"Minimum Embedment into Wood Substrate, 7- - •and 3/4"Minimum Edge Distance in Wood. ' 12 6 LOCKING HARDWARE DETAILS(2) 3. 1"x and 2"x PT Wood Bucks(when used)Shall be ' 13 6 QUALIFIED PANEL CONFIGURATIONS Im H Designed and Anchored to Properly Transfer all 5. For Installation Through Properly Secured I"x PT Wood O Z UJ Loads To the Supporting Structure. Buck Design and Buck to Concrete or Masonry,or Directly into Concrete O Q N (� Installation is the Responsibility of the Engineer or or Mason use Y"Diameter ELCO ULtraCon of Sufficient t7 ~ ry DESIGN PRESSURE RATING h M -0 Z Architect of Record for The Project of Installation. Length to Achieve 13/q"Minimum Embedment,and 2Yz' G y sj M C Minimum Edge Distance in Substrate. Design Pressure-.All Sizes Missile Impact Rating O UJ 0 4. The Installation Details Described Herein are Generic " Z and May Not Reflect Actual Conditions fora W/Water Infiltration u o ' 0 6. For Installation Through 16 go Steel Stud or YB'Minimum O E Specific Site. If Site Conditions Cause Installation to Required Large and Small 3 V p p Thickness Aluminum Mullion use#14 Hilli Kwik-Flex Self. Q Deviale From the Requirements Detailed Herein,a Drilling Screws of Sufficient Length to Achieve Minimum +70 psf, -70 psf W/O Water Infiltration Missile Impact Rated LU Licensed Engineer or Architect Shall Prepare Site Required o 6 LLA 9 P Penetration of 3 Threads Beyond Metal Structure,and q (� p Z Specific Documents for Use with this Document in Minimum Ed a Distance in Me al. Non-HVHZ Areas Only.All Such Documents Shall be g d _1 N = (D LU J Reviewed by the Authority Having Jurisdiction. 7. Minimum Embedment and Edge Distance Exclude Wall > o Q Finishes,such as Stucco,Foam,Brick Veneer,and Siding, 12. Installation Anchor Capacities are Based on Substrate Materials with � N •j � � H 5. Deviation from This NOA within the HVHZ Requires etc. the Following Properties: 3 Z One-Time A Wood minimum specific gravity of 0.55. Z Z Approval from Mlami-Dade County. xis Concrete minimum compressive strength of 2,846 psi. LUo 8. Installation Anchors and Associated Hardware Must be 3 sd, Masonry conformance to ASTM C-90,Grade S or M. C, o 6. An Approved Impact Protective System is Not Made of Corrosion Resistant Material or Have a Required to Protect this Product in Areas Requiring Corrosion Resistant Coating. net fc min=1,924 psi,and Grout Conforming to = im Impact Resistance. ASTM C-476 with min f'g=2000 psi. ,a"r U OQ 9. For Grout Filled Block,Do Not Install Installation Anchors Steel min.yield strength of 33 ksi. O )g'WO 7. Allowable Materials for Door Frame and Panels: Into Mortar Joints.Edge Distance is Measured From Free min.wall thickness of 60 mils.(16 go,or 0.060 in.) — Brazilian Mahogany Icedreingocorenoerorm6.min.ss=0.55) Edge of Block or Edge o1 Mortar Joint into Face Shell of Aluminum min.6063-T6 r Tropical Walnut tcoriNanoesrrere¢s min.wall thickness of 0.125 in.min Block. Product-Approved Structural Mullion Only P 8. Designation"k'Stands for a Single Operable Panel. 10, Installation Anchors Shall be Installed in AccoKWnae•• JUN 2 5 2014 Designation"XX"Stands for a Double Operable • • • 1�. IIS bs at�sSlTall be Designed by Others to Adequately Transfer 9 With Anchor Manufacturer's Installation Insllucti tg r gl • •• • Appiedlo(eds,and Shall be Reviewed by the Building Official. sssr"rr1rr, Panel[One Active,the Other Inactive]. . Anchors Less than the IM ntimumbe sS eed in9;hbsppfrece edatby the An lnr • • • •• •• 0%" 1G 9. Compliance with Egress Requirements of this Door Manufacturer,nor in Substrafes'Viith ProperllQi Lowy?• •• • • • •• ��.1�� 8F :�9% Shall be Reviewed by the Authority HavingThan the Minimums Specified in Note 12 This Sheet. JftMCrREVIS�U rreuoucr kvvraeD No 50049 sgFto.faa ac•mpt>Tgwk%rYcFlorid• -1* :*" Jurisdiction. whr _ _b�d� IS•IAlnif Code = 11. Hinges Each Hinge Shall be Installed with(d)#�Z�ood • ••• ••• ••• r Nv I 6413J1 ^Cp""feeo I,?-IZz y.°cr - 10.Custom Sizes and Designs Outside the Scope of this - Screws from Hinge-to-Door,(3)412 Wood Screw•from • • • e.p.•no.Di 9 STATE OF W NOA are Available by Request,and Must Follow the Hinge-to-Frame,and(1)Installation AncF�ottrorlti�ingg • • • • �!,O�'•.x Procedures Outlined Above in Notes 4 and 5,as Through Frame Into Substrate with Apptopnate •• _ •• • • • • r `" �,a,w•� '��FS'.. .... Applicable. Embedment,Edge Distance,and Anc"lype.• 000 • • • ''.,SOON A�EN``' • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a Max.Unit Width 74.50" Max.Unit Width 7.4.50" R 2 4.50"Max. Max Panel fromc S s Z 0 Width 36.00' L Comer 6' 6" [8�5 .0 � Q 0 B C 10 (Typ.) 3" 3 9.00"Max. S N g$ Q w o/c ITyp.) �J m �0�. E�2.00"Max.� U w $ � � from 13 from Max.Unit / \ See Surface Bolt and (Typ) o $ $V F 8 Height Flush Bolt Details Below Cluster of n 2 e< g °- is 122.00" 33.50" Fve151 � 0; E�ITb8� � / \ Max.Unit Anchors 2 8 8u��3 I Max.Panel F7 7 12200' When Installation Substrate m 3 3 € Is Grout-filled CMU, Please See Important j Heigh) Note on Sheet 12 120 W„ Anchors,Including Cluster $ a E a S Anchors Shall be Spaced Concerning Strike a a a INACTIVE ACTIVE No Closer Than 4"o/c. Plate Anchors o 35.00" H z B Cluster of 12.00 Max, /—five(5) lam- o/c(Typ.) Anchors 0 Z � o 'a C9 Vf t~- oHUM a � 41.25" Insiollalion Anchor 0 LU C y 031.50" see Installation Z Notes and 3 u O L / [35.75" O Applicable Sections O 13 3.00" on Sheets 6 and 7) = CLl a "a Typ 'd G O > Q 12.50" /ROBUt;fRRVIllwB Q W 3 Q > 0 Wlk tis FTsrtds d N O L I1 A _ ftr.tdt.oc•e. 0 y •j ,� NJ ELEVATION 6 0 •� � o ANCHOR LAYOUTk�`'� Z Z a EXTERIOR VIEW XX W o swo STANDARD LOCK OPTION O Q ELEVATION 0 _j 'oo° Inactive Active Inactive EXTERIOR VIEW(XX) Please See Important 13 MULTI-POINT LOCK OPTION Note on Sheet l2 13 122"Max. ey See Details on Sheet 11, Loon- Concerning Strike 11 11 Including Engageh Plate Anchors9 men Bolt JUN 262014 I • •• • • i I 12 ��` P.�j1ME<<7N.,o • DOUBLE OUTSWING DOOR. • • • • : •• i ..�\CENSF'.F9 •• •••AW••AY• • • • R • Square-Top Panel Configuration Shown. 1.00'Boll Engagement 12 nte•ucrlwda° ? No 50049 CUT- • Other Allowed Configurations are Shown Into Frame 'µgeAoiidr BeMYstitlA4 f z1 .05 = . on Sheet 13. Air• _v; * :CC - Either Right-Hand or Left-Hand Active -SURFACE BOLT DETAIL _FLUSM•BOLT•DET,AIL S 9: STATE OF • • • Inactive I i Active !p tiv. :�t'•,x` Panel. Located at Top and Bottom of Local d at Top End Boitolh of • • .� C O R • Outswing Only. Each Active and Inactive Panel • Inact Panel of Stile EU) • • • - ��iSS -"'•" CHOP (Inferior Side of Panel) ••• See Details r•SYeef ••• 74.5"Max '�i,,PilN ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • Z Max.Unit Width 74.50" Max.Unit Width 74.50" 4.50"Max Max.Panel from Q" �t U Q'� Width 36.00" z )j• ar w Corner 6' 6" B C (TyP.) 3" 3" 9.00"Max. �7 w R m a �_� 1 1 6 6 —`t o/c(Typ.) 7.50.. 10 2.00"Max. _— V,5 0 a from 13 Comer o $g 0 8 See Surface Boil and ITYP•) Cluster of n - 8 b 33.50" Flush Bolt Details Sheet 2 Five(5) ,� 8 e E I E a f g Anchors Z o 8f H,u ag ud Max.Unit Max.Unit O m w Height \ Fo» G Height When Installation Substrate '^ 122.00" 7 7 122.00" Is Grout-Filled CMU, Pleose See Important w o 2 ? a ? Anchors,Including Cluster Note on Sheet 12 Max.Panel \ Anchors Shall be Spaced Concerning Strike Height INACTIVE ACTIVE No Closer than 4"o/c. Plate Anchors 120.00" H $ 12.00"Mox. Cluster of 0 H ^4 3s.ar' !V o/c(Typ.) ve(5) O Z �..i Anchors - Q Q N 1 Vf p m d 41.25" installation Anchor O W `w h O O ~ O Z Q 31.50 INotels and iwn 3 V O O O \ / 35.75" Applicable Sections Lu 8 3.W' on Sheets 6 and 7) ZD CLC O (TYP) L O > 12.50" 4 - 3: <u,1 > O O at W Ho � V K 11 - q yJ--� NJ z � p � Z 0 ELEVATION b ID ANCHOR LAYOUT EXTERIOR VIEW(XX) " O STANDARD LOCK OPTION Q J p I i 6•IOty °rW O J f' Wp0 122"Max. 14 k 15 Please See Important Note on Sheet 12 M•n,f+,b p1O°"`��°` JUN 2 5 2014 • •on•erning SIrDre • • •• DOUBLE OUTSWING DOOR. I I 12 •:at:A��lsa• • ••i •• ,,,J,,p srM.... • Square-Top Panel Configuration Shown. • • • • • • • • o 5 049 q P g x ••• • • • •• rNaoUCT kf�V1yRD No 50049 • • Other Allowed Configurations are Shown ECNA CTN =_ 17 u�waplylq wN�Me PI•r1A `*.' •. on Sheet 13. a A�:.nede I Zz 05 • Either Right-Hand or Left Hand Active EXTERIOR VIEW(XX) e.ptr,ei-Do 3 I 4- _ _o Panel. _ 1 •• MULTI-POINTill OPT"o 9:9 __ ` k—u SIC 9: STATE OF r W- • Outswin On Inact ve Act ve• See�eTail9QZ Sheet 11•• �� .�0�•'A' 0 P'��� g �' I II • • Incirdin- ootDolt• • 16sr %F '•0 F1%.D..-c��.` (�—74.5"Max•, ,-4 •• •�ngagratent ••• • ��4 SOON A�E �`�� • •• •• • • • •• •• l^ o Max.Unit Width 74.50' Max.Unit Width 74.50" _•! Max.Panel a Z o Width 36.00" 6' 6' u 0 s�° � B C 3„ 3., � �^ Qw U 9.00"Max. [•1 v .— a/c(Typ•I �'a aN E t/ See Surface Bolt V w and Flush Bolt c $ ff $e 8 Max.Unit Details Sheet 2 Cluster of Height Five(5) m LLE V c£8 Pa 122.00" Anchors y m PS 5 s v s f o / H \ Max.Unit z o uu3f$uufud Height �- m 9 1 3 8 N 122.00" w m c 10 When Ins 300- M Substrate 3.00" •` o a a 1-7"Is Grout-Filled CMU, (Typ.) i2 z INACTIVE ACTIVE 10 Max.Panel 12.00"Max. Anchors,Including Cluster z° Height o/c(Typ.) Anchors Shall be Spaced 31.50" D F«. G 120.00" No Closer Than 4"o/c. Please See Important �, 8 7 7 Note on Sheet 12 O Z rM Concerning Strike �..i \ Plate Anchors Q N r» 1 + O h Li " O + Cluster of \ Five S O ad C LL H O 31.50" A 41.25" Anchors 3 V o E O Q 0 L I\ / 35.75" Installation Anchor W Q 0 J 2.00"Max. (see Installation nO C O Qj from Notes and �/ e O > 12.50" I Corner Applicable Sections ssa 3 s 0 (Typ.) on Sheets 6 and 7) —A N .- 1.1.1 I , o 0 � > _j V X 11 A --' NC U W Z 10 6 Z `L , Z Q LU ELEVATION 10 ANCHOR LAYOUT H o' �~V S#°p EXTERIOR VIEW(XX) j 'frRODUCf O I I •wOrtfNrWs 122"Max. 14 15 Please See Important �Mlr•r4•Drrea 3.J Note on Sheet 12 ry Concerning Strike 1r aril~* ,.�.n� JUN 2 5 2014 Ise •Plate Awchers Is 0 • •• • • ,psuuurrprrr DOUBLE OUTSWING DOOR. 12 • •: .•: •• 0P1. ME��7'tr�'•. • • • • • • • • • GENS C�.�,; • Round-Top Panels Configuration Shown. j j R • Other Allowed Configurations j 12 • Q•�LEVATION' • •• YCeMurrr.►vr,eo No 50049 t .. g j PM•i wkYAu lbridr *:• '•,•*� *. e.bt. code on Sheet 13. EXTERIOR VIEW(XX) AeeprsswNo l{-JuyOs • Either Right-Hand or Left-Hand Active •"LTi-POIIJT LOGr,QP7I0 eiPlmo-Deft Inactive ; Active -• •• ••• '9 STA TE O F rlr Panel. I See Deftailsbn Slteei 1 1, • • '4'• • Outswing Only. • I ; Insluaigg She(:Bol(, •• ; Dade '10 00•.o. t'D P,0%% 74.5"Max •• ElaliemM# 9.0 •• 44r /ONA4���`�� ••• • • • • �rrrrrrrrrsss`� ••• • • • • ••• • • • • • • • • • • • • s •• •• • • • •• •• ••• • • • ••• • • Max.Unit v J �'+ Z Max.Unit '^ Width 37.7S' Panel Width 9 4.50"Mox. . v Width 36.00' from LL: 3rZ'g p See Surface Boll L Corner "• Q X Detail Below 1 1 B C 10 o/c ITYp•1 o (Typ.) 9.00"Max. [��:77 m D w 6 6 n b l� m a 7.50" ropt, V $a y t to — Max.Unit Height ) is •g•6 122.0°" When Installation Substrate \ 33.50" E E Max.Unit Is Grout-Filled CMU, o 8 N .. F Max.Panel Anchors,Including Cluster Z 's Height Height Anchors Shall be Spaced O m a 120.W 7 \ 7 7 122.00" No Closer Than 4"o/c. w W K Ein w ACTIVE a d a 5 a Please See Important 35.00" Note on Sheet 12 i - 12.00"Mox. Concerning Si O/c(Typ.) Plate Anchors W_ ^ 12 / tl�UCfREVISED 0 h cV C I.-'C6&Mt61be Pbrldy F�1 Installation atton Anctror b•IAIn (bd• O N U M Q 41.25" 31.50" (see Installation AcftplNn Nom'O y/ .// O W C Notes and 61*01oe Ater � _ u- H 0 _ 35.75" 3 Applicable Sections 144 r` u O E Z 3.W' on Sheets 6 and 7) J 0 -ITYp) Ca•6iy LU Q 0 _ 111- -O H 12.50" a :E 00 Q a0 ELEVATION K 10 ANCHOR LAYOUT O '�' R U W EXTERIOR VIEW(X) 10 1.09'Boil Into Frame ire z C Z Z Q 3 j a ,yti Seo • II � Q J � 4 0 WOO Please lee Important Please See important SINGLE DOOR J '+-3 N.J.on Shee112 Note on Sheet 12 SURFACE BOLT DETAIL Concerning Strike Concerning Strike Plate AnchorsPlate Anchors Located at Top and Bottom of 122"Max. 1 15 127'Max. Active Panel • • • • • • • •• (Inferior Side of Panel] JUN 2 5 2014 Q ELEVATION 1• • •4 F I_ VtTION ""1111'1" SINGLE OUTSWING DOOR. • • •• • J•�1 MEC(jN��,� 12 EXTERIOR VIEW(X) • 1 • "lOR'ftW(x) ,Q� �`,••�GE NS'•C�.�i� Single Square-Top Panel Configuration Shown. MULTI-POINT LOCK OPTION A: • •• yr�LTl OI T�� OPTION B: � <a: •,9 r 5-POINT LOCK I a 3-POINT LOCK rituouerkl<V1bED No 50049 - • Other Allowed Configurations are z a with SURFACE BOLTS, gumbo *; Shown on Sheet 13. See Details on Sheet 1 I006 • Either Right-Hand or Left-Hand. Including Shoot Boli 1 I See Details on Sheet 11 A•••P1••1•IN /2 ,fly =v: :�� 9 Engagement _ 9t. STATE OF • Oulswing Only. �•. p • • • • • • � O 37.75"Max�-- ••• 37.71•Maa 1--.• ••• :• �'O�SION Al� p�� • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Concrete/Masonry /� R Z •o Y"Minimum "J '*a a o_ Caulk Between By Others o Concrete/Masonry&7'x Edge Distance OO n g Z g PT Wood Buck by Olhers _ M74 HIMKwlk Flex Self-Tapping x Screw Installation Anchor t u Q a 2X Wood Buck BY Others(see ' N o G Or General Note 3,Sheet 1) a a m a a Y•"Maximum Exterior Finish ly"Minimum fmbetlmenf Shim Space By Others - Yz'Minimum Steel Stud Framing By Others U.. -d a ffi H14 Hlltl Kwlk Flex Self-Tapping (See Insfaltalion Note 6&11 Edge Distance D and Gen.Note 2,Sheef 1 $ g u Screw Installation Anchor 1 1 1 0 Perimeter Caulk Sheathing By Others 3 Threads Min.Penetration E E$E$y E F`o By Olhers 1"'Bolt Beyond Steel Structure 2 0 u u Y u i u u l u s g 3 Engagement Exl erior Finish By Others O Y,maximum '^ m Perimeler Caulk - Shim Space Max. By Others a � � 3 Door 1 INTERIOR a Height Door Panel and Hardware Omitted for z° 122.00" EXTERIOR Clarity(See Vertical Section a on This 3 Sheet for Applicable Details) 1 11 EXTERIOR INTERIOR W- Ii.- 0 z i.-OZ h Ii 4 N O 10 See Panel Detail f7 h (Sheet 10) C VERTICAL SECTION o H j R 6 HEAD-STEEL STUD FRAME SHOWN 0 LU S LL Max. VERTIC L SECTION o ~ ` - "' 6 � uoo H Panel HEAD-7'X PT OOD BUCK SHOWN W Q 0 Height1Q 120.00" 2y2"minimum Edge C O 1D Distance In Concrete G O > U 10 See Panel Detail :, .. InsELCO"n Anchor nc or J Caulk BeTwe?n Inslallalion Anchor (Sheet 10) Concrete/Masonry&I"x 0 N j O 11 PT Wood Buck by Others *LEXTERIORINTERIOR � W Concrete/MasonryZ u�.Z By OthersEmbetlment W ODoorM Ix. EXTERIOR lx Wood Buck By Others Y.him Sp ce rr> J&, Sy0 Shim Space H �` OHeight 11 INTERIOR (see General Note 3,Sheet 1) Q a122.00" —sExterior Finish By Others4 PerimelerCaulk 1 Boll le OthersDoor Panel and Hardware Omitled forEngagement Clarily(See Vertical SecllonB on ThisSheet for Applicable Delals) Shim S JUN 2 6 2014 Shim Space •• ••• w • • • ••; � ICAL SECTION 0,.1rrM;E<4 ,,,, Perimeter Caulk • •• • • •9IEAD•1"X PT WOOD BUCK SHOWN ��`SAP••""'• ,CENS BY Others Embedment • • • • • • • • ;��..� �.,•�� •• *00 •• • • • •• rituuUtT kliviseD Concrete/Masonry By �.. ., FRODUcr REVISED Ib.VC "Nittholvall " *�• No 50049ode '••.*: Others "s '"1369Mth the flret .,ki, A,certs No 6oZ f 4 Acte _ B�pint6m Def �-0 f' ELCO"UOraCon" _ 2�"Min. _ _ • ••• _ • _ •••_ ••• _•••_ WeaeeNo OVIT. '9=. STATE OF. :4r� - Installatlon Anchor Edge Distance • • • • • • • K`N11M art 2 g �,� 'O Qr� A VERTICAL SECTION T T�'•40R%ID '`?� 6 SILL-CONCRETE SHOWN •• •• •• hedoHConrd ��/,S/ONAL�?``' ••• • ••• • • • 41rUuls�s` • •• •• • • • •• •• %'Maximurn -� a o Z-0 Shim Space �'ELCO'UIIraCon•• ty1 =o Installation Anchor 1-Y;"Minknum Embedment o IYz'min imum z u 0 Embedment (��S; $– Y4"Shim Space m a INTERIOR 3 Masonry byOthers Eyv � r— INTERIOR 7'x Wood Framing 4 ° I'k Wood Buck by Others by Others (See General Note 3, r 8 1 10 1 g Sheet 1) o o�gg gg # y See Panel Detail a °F #14 HIM Kwik Flex Self-Tapping (Sheet 10) I Caulk Between Concrete/ w 2 b e E E o��e $ Screw Installation Anchor a Grout Filed Masonry&1"x z o u u 3 u 3 P 4 PT Wood Buck by Others O n root ur dm.=► m '� 2l''Minimum W v .°Edge Distance a a Sheathing - o by Others 10 See Panel Detail Exterior Finish Z `•' " ° EXTERIOR (Sheet l0) EXTERIOR ByOlhers Exterior Finish 9 9 F by Others Perimeter Caulk O Z y By Others Z 0 PerimeterCoulk Y.'Minimum Max.Frame Width 74.50" Max.Frame Width 74.50 0" 0 Q 'a by Others Edge Distance • y M F rVf L; ch HORIZONTAL SECTION G HORIZONTAL SECTION 0 09 ` LL LU 0 1— N 7 JAMB 7 JAMB 3. U OO 7'X PT WOOD FRAMING SHOWN 1"x PT WOOD BUCK and CONCRETE/MASONRY SHOWN W Q p Q IYVMinimum ♦�7 O > Z Embedment Q W 3: Q Y."Maximum Shim Space CL J 0) t N 3 INTERIOR 0'N 1z N 0 11 12 13 Z w Z 7'x Wood Framing S y W (D 4'P SS by OthersLr)H 01X 00 #14 HIM Kwlk Flex Self-Tapping See Panel Detail Q VQ I 1'RODUCf REVIS/,D 0 Screw Installation Anchor (Sheet 10) Failikefte reo.p4h6.NY rAe ilorl0e • Ott at - •�� //// Deft / JUN,2 6 2014 Sheathing 10 s• ••• • • • • •• by Others, . EXTERIOR •• - •s •••' i i ••• •• .`��,,y T iIVIEq/41,t Exterior Finish �� �,• GEN . : : : : ' ' • • • • • • • • • e� S F by others ra:' •9 . •• ••• •• f • • •• rltO•UCT MiV1YQD No 50049 eetaegylgerW 1M1Ur1r * t Perimeter Cwlk ;:"Minimum Max.Frame Width 37.75" aid`Cek _ * _ by Others Edge Distance AW -22•0 = • ••• • ••• ••• ••• Et�Melio• ^9•'.- -STATE OF HORIZONTAL SECTION • " c,_ =oT•..A' 7 SINGLE 2"X PDT WOODFRAMIINGSHHOWNR IX) JAMB of LOCK STILE ••• •• ••• •• ••• •• ���SiS1�It It ••• • • • • ••• • • • •• •• • • • •• •• 1^ 6 Z,o L� Zo aSO 0,< Q0 12 13 z u . ad x 18 ga.X 1.50" 11 6 8 INTERIOR See Panel Detail a w 11 Brad Nails&Adhesive (Sheet 10) 10 See Panel Detail ` r g 10 1 (Sheet 10) c B a a UwCON 1 - — 5 - Min. MEEEEg ! in IOi 3Yu92UH.�2 EXTERIOR 2.500" INACTIVE ACTIVE INTERIOR m € E \ 5 ` See Panel EXTERIOR See Panel Detail o ? a a a Detail(Sheet 10) (Sheet IO 10 ) 0 0z Z HORIZONTAL SECTION in H N O g ASTRAGAL - p VERTICAL SECTION in H M U 0 LU ; W MIDRAIL 0 H RAISED PANEL 00 J PRODUCf REV►,yCp 3: U U O O ZAwes with 1b.".ft W_ Q 0 Z 4W�RI1•bare � •�� C�C O W Q G 0Q n' Cut ANIZ _jj N L Iyz'Minimum Catral 0 y z o^ 0 Embedment N %a'Maximum Shim Space 0 3 Z LnLLJ (Dz 7k Wood Framing INTERIOR See Panel 11 8 H 0 y�JtiJ -Sb00 by Others Detail I(Sheet 10) IOC — A � Q aq 8 1 10 5 10 1 0 `('� W00 INTERIOR ffff ^ #14 HIM Kwik Flex Sell-Tapping — Screw Installation Anchor �\\�� _ ,/ � � JUN 2 6 2014 Sheathing •• ••hiCTEAIOIi • • • • ,-suru��� ,, byOlhers • • • • • • • • • ,O ME /�O� See Panel • • •• • • • • • See Panel %�1�P.......... G E IV8'l0'F Exterior Finish 9 15 Detail l)Sheet 10) •• • �•1=etailT`Sheet 10) tV; F •.9 rxe�ucr►rwaro ��� �����.�'�' •• • • '• •• No 50049 by Others •• ••• •.M1.2 twtlysneelp Perimeter CaulkY•'Minimum Yafdlybe ^22 .OS HORIZONTAL SECTION a ^9 , STATE of _ by Others Edge Distance _ _ _ 8 RAID L/MIDSQL `INA IVE PANEL) • A. �.1, 'OT'.A- • • • ✓1u—Oddi w1Ca" 0, F••(OR 1 O,• �• • • • • • • • • • • • 00 ••• • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • 6 R�< Z '0 aA g BILL OF MATERIALS ) RAISED PANEL W LL< 3 Mahogany with Plywood Core t a Cl ITEM NO. DESCRIPTION MATERIAL(See Note) MANUFACTURER (See Panel Detail?,Sheet 10) g_ w I PANEL RAIL/STILE Mahogany Exclusive wood Doors c g o 3 HEAD&JAMB Mahogany Exclusive wood Doors -{ 2.250" 4 SILL(3-PIECE) Mahogany and Al 6063-T5 Exclusive Wood Doors 1.759' 5 MIDRAIL/MIDSTILE Mahogany Exclusive Wood Doors r� 0.625" o $ $➢go 9. 1 6 ASTRAGAL Mahogany Exclusive Wood Doors 0'500" J 0.625" y $ SURFACE BOLTSjFdfl _631 7 DOOR SWEEP Polyurethane Afco 1 1 Stainless Steel z o � 85-6 8 COMPRESSION WEATHERSTRIP Urethane Foam -Q-Lon m 3 € W 12 a.Steel Penrod Side View W • c s 9 4Yz"x 4y'BUTT HINGE 9 NOTE: All"Mahogany'To be one of the m o a a a 10 RAISED PANEL Mahogany with Plywood Core Exclusive Wood Doors Following Materials: Boll Retainer 1. Mara Macho(cedrelingo Securedvrilh 121 88 z° r M < h 11 SURFACE BOLTS W/STRIKE PLATE Stainless Steel Deltano cateneaformis); x IY{'woodscreva s. 0.55;Emin=1,441 ksi; 12 ENTRY LATCH 8 DEADBOLT Hardened Steel Kwikset g= 0 F ad MOR=9.865 psi. 6.00Y' 0 Z 13 INACTIVE STILE FLUSH BOLTS Hardened Steel Penrod 2. Tropical Walnut coriniana estreliensis); 14 TWO-POINT LOCK For INACTIVE STILE Hardened Steel Trilennium s.gP=0.68;Emin l 1,520 ksi: 0 N C MOR=12,032 psi. (21 IOSex Boft H M Q 15 FIVE-PT LOCK FOR ACTIVE STILE Hardened Steel Trilennium Data Referenced from CADEFOR. All s.g. u (recessed and O W C V) W_ 16 THREE-PT LOCK For SINGLE DOOR Hardened Steel Trilennium data given at 12%moisture content, plugged) ad " LL tr— W —{(--- 0.250" O 1— p •� W Q Face View= a p Z PANEL RAIL/STILE T_ Y0 O HEAD AND JAMB O SILL 3 PIECES O MIDRAII/MIDSTILE O d : Q Q 3 4 ( 5 Mahogany Mahogany 2.000' 0.750' Q LU 3 Mahogany Mahogany/Al 9 Y dal E O Min.2.SOD" V11.750" L_ —� O H N o (-- 4.567' --{ 5.825" r^� Nc 7 V m —r Surface Bolt Strike Plate Z G W Z 1.7150" 3.000' n S' 0.720 I.zzo' 1.500" �-- —� H o" ,�ti bo T- —r 0.546" _� 0.759' = Q O 6.000"COMPRESSION �—T O ^' J� �OOQ COMPRESSION WEATHERSTRIP O O Urethane Foam BUTT HINGE 6 ASTRAGAL 0.688" 0.550^ O 12 ga Steel Mahogany � f'— 4.59' I 1.750" L-r— J- I JUN 2 6 2014 ODOOR SWEEP 2.50" . . MEPCO O %% I. . /4 • 6EIqPol urethane O �.O 1.750" 0.509 • ••• ••• •• • • ••us WRY O.Fmdh fN4iUCT wMY w Fbrld. No 50049 SEE SHEETS 11 AND 12 FOR ITEMS 13-16 �0.625 snobs"e.r STATE OF '1u: -. _ _ _ _ _ _ _ _ _. • __••• ••• �• ." •LN Hk _ 90:• ••• • rM.ncwuar a a(� �T'•.4'6 C", OP,:�2�: • • • • • • M� Pr.d.rr ��FS• 0 R 1 G ` • • • 'yrs/ON AI • • • •• • • •• rhununs�` ••• • • • • • • • • • • • • • ••• • • • ••• • Z 1 m�< � c S Z 0 �� at a 3 p s uu � X G w g o (3)#8 x 2.50' ° a 3 EXTERIOR P.F.H.Screw (2)5/8"x 5" U'o 8 3 o Wood Dowels TITEBOND II 3 Wood Glue .4 4 (2)5/8"x5" s° E E. E`a Wood Dowels INTERIOR z o MUM 0 m W CORNER SECTION W TITECORNER SECTION 1 RECTANGULAR FRAME TOP ASSEMBLY (2)519'x 5" WoododGlu Glue N Wood Dowels 1 CURVED PANEL TOP ASSEMBLY,TYP. (3)#8 x 2.50' INTERIOR P.F.H.Screw INTERIOR O Z 0 C Q N 0 J ° LUC 0 It- 0° 4 (3)5/9'x 5" 0 C ' ;= 0 Wood Dowels O 1 (3) 1"x0.25' 3 u O p ,U EXTERIOR Corrugated Staples = a N Z EXTERIOR o n Ta 00 ITEBOND II Wood Glue Q W Q W Q n- � m -� Z � (2)3/8"x 5'. y o (' CORNER SECTION K CORNER SECTION Wood Dowels Ne 3 0 1 FRAME BOTTOM ASSEMBLY TOP/BOTTOM PANEL ASSEMBLY,TYP. EXTERIOR INTERIOR Z G Z U 3 w o a� SY 1.75"O.A.Raised Panel M• CORNER SECTION q Consisting of: JCURVED FRAME TOP ASSEMBLY `rum i (---� 5/8"Mahogany Q-W .TYP. vCP )O I I 1/2"Plywood 5/8"Mahogany EXTERIOR .-INTERIOR JUN 262014 / 1 5/8" %*-s-j MECO/,1,i, •• ••• • • • • • •• r, • • • • • • • • PRODUCEREVMW �: •� 9 ' 0.50" \�_ _ •• 000 •• • • • ••ooaa�pldlywUklN Florida VKODUCT k9VMr6D , No 50040 0.50" ) AA tp..nno� EapkMM•Dalt / Aeav/lo•a No/ ^/2Z .D�/ 'v s :G: - - PANEL DETAIL - - - - E.pinrk.D.u�1�f� 'fit STATE oP :&U= • ••• • ••• •••- �l6r k.ivt :O•.-F- l4:-- • • • • • • w slrr r•d•a ce.c+s My �:'•.<O FI,p OPAQUE RAISED PANEL • • • • • a .� 1A �. • • • • • • • • Aq%pNA1-E�o` • •• • •• • • •• h/rll prrraa • • • • • • • • • • • ••• • • • ••• • R ° _ Iz�j,•Mo,, 2'x Wood Buck by Others "..moo Z ly ITEM 13 lAdjWloblel (see General Note 3,Sheet 1) 1T; OA N Z o a� FLUSH BOLT " QLL< 3 L«oted auop maeonoro Perimeter Caulk til4 Hilli-Kwik-Flex z iia Qx .1 iv.m.Loek silo to BACK VIEW By Others Self-Tapping Screw H o, G W Secure 1-11-Do.Dung W D O Normol Uso. Installation Anchor 'HOTA sUB$UlUlErot 1"Boll Ily"min embed., . SURFACE BOLTS %."min.ED in Wood) m Engagement §E d SIDE VIEW L V o. Y."Maximum y 8��f£ s e F g Shim Space 2 u 3 u u u u Q FACE VIEW Shoot Bolt Pocket O (Mortised into Buck or o w Substrate as Necessary) $ 3 o° a ITEM 14 ITEM l� ITEM 16 I"x�"x 0,06" a o a TRILENNIUMO Shoot Bolt Strike Plate---/ I z - TRILENNIUMO TRILENNIUMO Model 3021 Two-Poinl lock spa 3500 Five-Point lock Model 3000 Three-Point Lack Shoot Bolt with I"Throw MULTI-POINT HARDWARE O Z � for Double Door Inoclive Stile for Douda Door Active Slit for Single Door SHOOT BOLT DETAIL 1"Wide Face Plate Installation into 2"x Buck and 0 F N Q { Concrete Shown. OtherSubOratin h M 3 and Appropriate Installation Anchors 0 y l j M Q Shall Apply Also. 0 1!J C -r I"Throw I"Throw I W LL J Shoot Bolt Shoot Bolt N I 0 1- O 1Q Please See Important 3 UQ 0 a 2 Note on Sheet 12 = a- -o Ut LU I"Wide Face Plate Concerning Strike d o I'D Z 13 Keeper I"Thow I"Thow Plate Anchors Qd J L Y Dead Bolt Dead Bolt Shoot Bolt with 1"Throw O > o I"x2y4'x0.06" 1 V r Shoot Bolt Strike Plate $ 4 Z LLS o O Shoot Bolt Pocket(Mortised 8 910 into Substrate as Necessary) _ o 'Pv + 0 Q Jed 00000 1"Thaw Dead Boll ►`��j11)/JIB L'.J J I" � ' . . '.e . Boll JUN 2 5 2014 I"Thow En%WejT gent• • s • 1. 00.' .a s`psssLrugy�i Dead Boll • • • • •' s- • a. �, P��E NLC/N(•. Keeper - M Pelfiller Catily Qthgrs ••• ;��,�,\ 8F•..�9 a N I"Thow oa • • • • • • • • • - M M - •• • • • •• rRODUCT RYVlb6D No 50049 Dead Bolt Concrete/Masonry by Others IRS fRBVIMI) tfeO1�pM�=�OtMddL •:*: 9Mldh{Csdt iCttlt�4tMirutklk Atayu•nN. -ZlJt.O�j � * e 1"Thow " Y"ELCO'UltroCon" �tKWt•nNo/ -D / .// LlttrlrMYB• 6 %9•• STATE OF 1"Throw _ 1"Throw - -� Dead Boll • ••• Installation mn@mbr •• •4te - L� - •�,,,J-� .,.,t, P ;��z < Shoot boll Shoot Bolt ?o • • 2+ell 2,Y," i < O � • • (13/�"m e�ITbed•2}'z• • �'� F II4n1 ��F`S"•.,OR�..•'C9�.` • • rnj(1•ED jp Concrete) • • M►+f Carat i • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • O 15 I eadbdl-3Loco lions) 2.250" �— R U3" 1.938" 3.00 Nt81 (StrikeDlote) a a 1.125 d m < tsboolbdp tsworodq 0.750" a G INTERIOR ® ® 0.625" W ® ❑ W a, Handlesel pnoclive Panel) Hmdlesel tAclive Panel) 2.000" E+.c .Y c$ o ('� 10 1 1 1.000" QI- `m 4.000:750 ® SURFACE BOLT STRIKE PLATE SHOOTBOLT STRIKE PLATE V w a a CVr Exploded View Face View °a ➢$D o --:-:- o gg ® IMPORTANT NOTE CONCERNING STRIKE PLATE $ § 8 ` INSTALLATION i o32z$�8Z INACTIVE ACTIVE m 3 10 DEADBOLT STRIKE PLATE At Each Frame-Mounted Strike Plate,Whether at the Head.the Sill, W a FOCB View or the Lock Jamb for a Single Door.at Least ONE INSTALLATION oe g a a j 5 ANCHOR of the Somo Size and Type as Used to Anchor the Frame EXTERIOR Shall Also Secure the Strike Plate,Through the Frame and Embed 0 N See Panel Detail 3.563" 0.969" the Required Distance into the Substrate Beneath. (Sheet 10) 0 4 In the Case of Concrete or Masonry Substrate,ONE Such Anchor Shall be So Employed. lixO Z LULU R HORIZONTAL SECTION In the Case of Wood or Metal Substrate,TWO Such Anchors Shall be So Employed. 0-4 N Q MULTI-PONT LOCK OPTION ® ❑®❑ ®� 0.625" 0 N U O M qv These Anchors May be in Addition to Those Called-out for Frame Installation,or,in Cases Where Spacing Considerations Allow, W C: J 0 DOUBLE SHOOTBOLT STRIKE PLATE Anchors May be the Some Anchors as Those Called-out for Frame De Face View Installation. V o E d Remaining Strike Plate Screw Holes Shall be Filled with#8 ILu < a W x%"FHWS to Secure Strike Plates to Jambs. Q a- 00 10 Z ID CL LU Q %"Maximum Shim Space J N Y Oy > o U 3 y'Maximum Shim Space –.{ 3 1 H I1 Z � z ° 8 INTERIOR 8 INTERIOR 3 W o" AV, Sba See Panel Detail See Panel Detail P Z O Handleset (Sheet 101 Hondlesel (Sheet 10) /gODOcr REVISED - Q U C'Q 1 1 will,im FlerNs O 4 �O l�ll/ a" kga9 Jc- r 1r1 JUN 2 5 2014 Shoot Bolt Pocket Shoot Boli Pocket • • PS' ME((� Mortised Into Buck or 15 Ishootbdl-z ocollonsl 10 • • e• e e e 0• ��� CrP•...........E/ 4G'" ( (Mortised into Buck or • • • • • •e • ��,. � ,9 Substrate as Necessary) 1$ISlrikeplale-3Localions) EXTERIOR Substrate asNecessary) 16�Ir eplale-�Loryuoryt • • E:TEfiIOR • /RDDUCTkilive D e e e e• • • e e e rwa.�IrirlSl�.ArrYl: No 50049 15(Deadbolf-3Locofons) 161Deaeedboll-3Locotions) A Me, I''�,{��.'D/� `*.' A •:* Esgneke Der.--� �'•!�'� "a: ir P HORIZONTAL SECTION �.HQRIZC"TAL• SEG'sT_IO .y "poi STATE OF 1 SINGLE DOOR MULTIPOINT LOCK OPTION A • SIN LE DOOR MULTIPOINT LOCK OPTION 9 , 01111k.11 Do .... R 1••��j,�. See Detail O Sheet 7 Installation •• 4 ee Detail O Shee f•for 1hsiollot on •• ���,,��N A�E s.�� eee • • • • eee • • • • • • • • • • • • • ee ee 000 • ee ee eee • • ewe • • ■ pillElm � � = 111 ■� �■ � .i■ X11 X11 1. I I now ■ ■ ■ — 111 .1■ ■ 1l1111II!I' Elm .: ® iii 111111 ■ tl� � � ^ — � — m ■i■ 11111Elm ol .-. — .- - � � . , F1'111 Kim ■i■ ■l■ ■l■ Flo- 11111 Elm ■ E oil ■11 � „ . .. �I� �I� 111 111 �I� ■ ;n LLM .� � � � .� I �' - 23 • EXCLUSIVE WOOD DOORS � FIXED WINDOWS - SPRUNG ARCH, FULL oOD DO r 1950 NW 70TH AVE. RADIUS, & RECTANGULAR WOOD WINDOWS PH:305-4AMI,FL 33126 77-2278 X:305-4T7-7140 � m V# $ ~ INSTALLATION NOTES: GENERAL NOTES: • yW�� a Q V F N m J 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND ~ Z V tL LL UNLESS OTHERWISE STATED. MANUFACTURED TO COMPLY WITH THE 5th EDITION(2014) p� c o O w U FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS W j w�' l9 m w 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF BEEN EVALUATED ACCORDING TO THE FOLLOWING: LLo < m H H m m ANCHORS TO BE USED FOR PRODUCT INSTALLATION. TAS 201-94 Q e Z H • TAS 202-94 I- W J<Z V H L7Q 3.INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF±1/16INCH OF • TAS 203-94 w,.1 2c< �w� a THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL(I.E.,WITHOUT F-Q 4LU CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE 2. ADEQUACY OF THE EXISTING STRUCTURAL Q CL a m d INSTALLATION ANCHOR TO THE NEXT. CONCRETE/MASONRY,2X AND METAL STUD FRAMING AS A TABLE OF CONTENTS MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF Lu 4.FOR INSTALLATION INTO 2X WOOD BUCK USE#12 WOOD SCREWS OF SUFFICIENT WITHSTANDING AND TRANSFERRING APPLIED PRODUCT SHEET REVISION SHEET DESCRIPTION {- LENGTH TO ACHIEVE 11/21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. LOADSTO THE FOUNDATION IS THE RESPONSIBILITY OF THE Q _ ., ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 1 - GENERAL d INSTALLATION NOTES Z1 S.FOR INSTALLATION THROUGH PROPERLY SECURED 1X BUCK TO CONCRETE/MASONRY, INSTALLATION. 2 - ELEVATIONS(1,2,3,4,5,6) > OR DIRECTLY INTO CONCRETE/MASONRY,USE 3/16 INCH DIAMETER ITW TAPCON OF a0 SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH MINIMUM EMBEDMENT,3"O.C.,AND 2" 3. IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 3 - ANCHOR LAYOUTS(1,2,3,4,5,6) EDGE DISTANCE. ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE LO STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 4 - ELEVATIONS 6 ANCHOR LAYOUTS(7 6 8) z 6.FOR INSTALLATION THROUGH METAL USE#12,GR.5 SELF-TAPPING SCREWS OF RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD 5 - VERTICAL SECTIONS O SUFFICI ENT LENGTH TO ACHIEVE MINIMUM PENETRATION OF 3 THREADS BEYOND FOR THE PROJECT OF INSTALLATION. METAL STRUCTURE. 6 - VERTICAL,HORIZONTAL SECTIONS 6 GLAZING DETAILS H Z 4.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC HO 7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC 7 - VERTICAL 6 HORIZONTAL SECTIONS v I F BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND SIDING. SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE �•", N B FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED - COMPONENTS 6 BILL OF MATERIALS 6 GLAZING DETAILSV 8.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC 9 - CROSS SECTIONS 6 CORNER CONSTRUCTION LU CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. DOCUMENTS FOR USE WITH THIS DOCUMENT AND TO BE Lu REVIEWED BY A.H.1(AUTHORITY HAVING JURISDICTION). 9.FOR GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF S. DEVIATION FROM NOA WITHIN THE HVHZ REQUIRES MORTAR JOINT INTO FACE SHELL OF BLOCK. ONE-TIME APPROVAL FROM MIAMI-DADE COUNTY OR A.H.J. DESIGN PRESSURE RATING 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 6. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED p MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPAR DESIGN PRESSURE-ALL SIZES MISSILE IMPACT RATING USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH RESISTANCE. C \\\ 722 SPECIFIED BY THE ANCHOR MANUFACTURER. `\% O 7.FRAME MATERIAL:MARA MACHO MAHOGANY(CEDRELINGA LARGE AND SMALL ��•,. N 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS CATENAEFORMIS DUCKE,MIN.SG=0.44), +70/-70 P5F MI55ILE IMPACT RATED �� ••••$''D ' HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE YESQUERO/ALBARCO(CARINIANA ESTRElLEN515,MIN.SG= O•• • 6e FOLLOWING PROPERTIES: 0.48)OR OAK(MIN.SG=0.67) " A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. LL B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 8.GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS N F C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90. CHARTS.SEE SHEET 8 FOR GLAZING DETAILS. •• ••• • • • • • •• ul D.STEEL-MINIMUM YIELD STRENGTH OF 33 KSI.MINIMUM WALL THICKNESS OF 43 • • • • • • • • �j.•••.• r MILS.(18 GAUGE OR 0.0431N.)MUST BE DESIGNED TO ADEQUATELY TRANSFER 9.DESIGNATION"0"STANDS FOR THE FOLLOWIN • •• • • • • • �j�C��'••• ••••� g�" LOADS APPLIED. - 0:FIXED PANEL • •• • • • • ••• • /� /7/ O (+ E.ALUMINUM-MINIMUM 6063-T5(Fy=16 KSI,Fu=22 KSI),MINIMUM 1/8" • • • • • • • • • �/� *PR \\\ THICKNESS,FOR INSTALLATION TO STRUCTURAL MULLION,UNDER SEPARATE •• ••• •• • • • •• APPROVAL. 10.CUSTOM SIZES AVAILABLE UPON REQUEST. m co Z Z Q.. y LL Q I- 11.COMPLIANCE TO EGRESS REQUIREMENTS OF THIS DOOR TO t': U BEREVIEQ{_ • Z — W&#: e � • • � •• • Digitally signed by Hermes F.NorerP.E. EXD005 • • •• • • Reason:I am approving this document ••• • 000 • • • SHEET: .. Date:2016.08.0315:19:14-04'00' 1 OF 9 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• i, A ��GL USIA 5 I T_ O UNIT MAX �� PANEL MAX �/ �D DOO HEIGHT D.L.O MAX HEIGHT C 1950 NW 70TH AVE. 37.38" HEIGHT q B UNIT MAX 35.88" D.L.O MAX D 5 B MIAMI,FL 33126 34.875„ F b 5 HEIGHT HEIGHT 5 b m PH:305-477-2278 FX:305-477-7140 37.138" 29.875" 1 � D.L.O.MAX WIDTH 96.125" —{ D.L.O MAX WIDTH 91.125" O< PANEL MAX.WIDTH 97.13" Zw UNIT MAX WIDTH 98.63" UNIT MAX.WIDTH 98.63" a a 0 Q< LL ELEVATION 1 ELEVATION 4 RECTANGULAR DIRECT SET Z RECTANGULAR TRANSOM OR 5IDELITE WITH SASH a � H o Z c v nom. /mom l+' a A 5Lu FG a �m i 5 a Lu /�� .� PANEL MAX UNIT MAX. Q HEIGHT Hg7 g T D.L.O MAX B _ UNIT MAX. 35.88"D.L.O MAX D HEIGHT HEIGHT HEIGHT 5 // m 5 � / 34.875" / 37.38" 29.875" L /� � Z D.LZ7AX WIDTH 66.830" O Z D.L.O.MAX WIDTH 72.207 -�PANEL MAX WIDTH 73.23" N Ll__UNIT MAX WIDTH 74.75" UNIT MAX WIDTH 74.75" Lu J ELEVATION 2 U ELEVATION 5 � a FULL RADIUS DIRECT SET FULL RADIUS TRANSOM WITH SASH C 5 O UNIT MAX �// PANEL MAX. // `�� �Q'•,..'••••.., 7Y� HEIGHT A � HEIGHT / •' � 37.38" D.L.O MAX A B 5 27 37g�� UNIT MAX. 35.88" D.L.O MAX D B O,• n Ag HEIGHT 6 5 (REF.) HEIGHT HEIGHT 5 / 6 27.375" LL j 34.8+75" �� 37.38" �� (REF.) y • • •• • • • • 01.0 MAX WIDTH 72.250 � • •• • • • ♦.O MAH WIDTH 67.250" ♦i♦�y•*pFtOF`�� • • • • • •--•PANE S WIDTH 73.25"A UNIT MAX WIDTH 74.75" •• ••• •• • MA `D ? >. UNIT MAX WIDTH 74.75" w-+, m m Z ELEVATION 3 0 0 0` = N z SPRUNG ARCH.DIRECT SET • ••• • ••• ELEXAI�QN 6 _ • • • • iPRUNG ARCHOMAN150M WITH SASH DWG#: • EX0005 • .. . .. . . .. ••• ••• SHEET: 2 OF 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• - CL Usr,+ O4 INSTALLATION OD 1)00 ANCHOR(SEE 1950 NW 70TH AVE. INSTALLATION NOTES INSTALLATION MIAMI,FL 33126 d APPLICABLE SECTIONS ANCHOR(SEE (1)INSTALLATION PH',305-477-2278 FX:305-477-7140 4.0" INSTALLATION NOTES ANCHOR AT ON SHEET 1) MAX.FROM d APPLICABLE SECTIONS CENTERLINE < m CORNER TYP. ON SHEET 1) )j ^' u�tg S 3Z N a 14.75'MAX. a -�-1 a vi m UHEIGHTX O.C.TYR (2)INSTALLATION H w o O x ANCHORS,CENTERED 3" 37.38" �- APART AT CENTERLINE O.C.TYP. w j aO m Q m �o z m ~H m a z 0 o z H 4.0" ac Lour Jaz 4-MAX.FROM 15.25"MAX.�� 16.0"MAX. I MAX. w u d m ui a a O.C.TYP. O.C.TYP. 1 FROM CORNER F2Lu CORNER TYP. �,P r a CL ae m d UNIT MAX WIDTH 98.63" UNIT MAX WIDTH 74.75" a ANCHOR LAYOUT 1-4 ANCHOR LAYOUT 2-5 T m 1 A INSTALLATION ANCHOR(SEEz (1)INSTALLATION H O INSTALLATION NOTES ANCHOR AT H d APPLICABLE SECTIONS CENTERLINE ON SHEET 1) > v 12.0"MAX. W w O.C.TYP. UNIT MAX 9.75"MAX. HEIGHT 7 O.C.TYR 37.38" 27.375" t (REF.) O 4.0" (2)INSTALLATION X16.0"MAX. MAX. ANCHORS,CENTERED 3" O.C.TYP. FROM CORNER O .- APART AT CENTERLINE UNIT MAX WIDTH 74.75" TYP. LE ANCHOR LAYOUT 3-6 •• •� • :•: .•• .,y���,y *PRo` w� mmz on 3d =2L y ` • ••• • •••� ••• ••• ^- - 0 U Itn - - • • r • + • DWG#: • .. . .. . . .. EX0005 ••• • 000 • • • SHEET: 3 OF 9 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • x �V _ USI tw c OD 1)00 1950 NW 70TH AVE. MIAMI,FL 33126 PH:305-477-2278 FX:305477-7140 INSTALLATION - D.L.O D.L.O ANCHOR(SEE Q M MAXMAX INSTALLATION NOTES � WIDTH WIDTH &APPLICABLE SECTIONS Z d o S 18.00" 18.00" ON SHEET 1) p c 0 N o g A tl F- J M 4.0"MAX.FROM H- Z p p=er k CORNER TYP. o ho ix p V E 01.0 MAX F H �_+ w o m H H m v UNIT MAX 7 UNIT MAX HEIGHT 7 7 21.750" LL"c w< w <c i* HEIGHT D.L.OMAX HEIGHT 19.000" / �-+ 98.63" a HEIGHT 40.31" 98.63" a ..'o wa 6 39.313" r < a a m 15.25"MAX. PANEL MAX PANEL MAX O.C.TYR HEIGHT HEIGHT G 98.63" 1_ 97.13" 97.13" 67 UNIT MAX. WOOD PANEL HEIGHT p D MAX.HEIGHT 6 WOOD PANEL 58.63" a0 MAX HEI6HT V] C 38.31" C Z 7 7 O H Z � o a'F j a 19.00" MAX.FROM 8.75"MAX. 24.00" 19.00" CORNER TYP. O.L.TYP. w w 25.50" 24.00" 25.50 p UNIT 25.50" UNIT MAX MAX UNIT WIDTH WIDTH MAX WIDTH O ELEVATION 7 ELEVATION 8 ANCHOR LAYOUT , RECTANGULAR SIDELITE RECTANGULAR SIDELITE ``������•,*,a��iyddcc�7Ry� O AA- u: eLL f- . . .. . . . . . . o m mz Lu V) z LL • • • • • DWG#i EXD005 .•• • ••• • • SHEET: 4 OF 9 • • • • • • • • • • r r. i 4vUSI te� CAULK BETWEEN3/4"MIN METAL STUD 3/4"MIN CONCRETE/MASONRY EDGE DISTANCE FRAMING BY OTHERS CONCRETE/MASONRY d ZX EDGE DISTANCE #12 SELF-TAPPING SCREW WOOD BUCK BY OTHERS BY OTHERS INSTALLATION ANCHOR (SEE INSTALLATION 00 Q 2X WOOD BUCK BY OTHERS #12 WOOD SCREW SHEATHING NOTE 6 h 11(D),A II(E)AND D DO AVE (SEE GENERAL NOTE 3,SHEET I) INSTALLATION BY OTHERS GEN.NOTE 2,SHEET 1) 4 v5I MI Ton/126 ANCHOR 3 THREADS MIN.ENGAGEMENT MIAMI,FL 33126 EXTERIOR FINISH EXTERIOR FINISH BEYOND METAL STRUCTURE VH:305-477-2278 FX:305-477-7140 BY OTHERS BY OTHERS 1/4"MAX. ° PERIMETER CAULK I-1/2"MIN. 1/4"MAX. PERIMETER CAULK m BY OTHERS EMBEDMENT SHIM SPACE BY OTHERS SHIM SPACE N Z#p --- p!Q- p Mw O2� LL 1 INTERIOR MAX. 10 0� o w v UNIT 10 '"�SEE APPLICABLE GLAZING 1 XN u i Z<m a HEIGHT b DETAIL 1 OR 2(SHEET 6) MAX. b - < a a Z N PANEL 5 ° > cc H a Z EXTERIORMAX. HEIGHT d m u o A cl Lu UNIT EXTERIOR SEE APPLICABLE GLAZING �+< 2, HEIGHT DETAIL 3 OR 4(SHEET 8) uia A VERTICAL SECTION 5 HEAD-2X WOOD BUCK VERTICAL SECTION a 5 HEAD-METAL STUD FRAME m Z H z b � MAX. H UNIT 0 + HEIGHT - > w SEE APPLICABLE GLAZING MAX. ; SEE APPLICABLE GLAZING W 6 DETAIL 1 OR 2(SHEET 6) UNIT MAX. i HEIGHT PANEL DETAIL 3 OR 4(SHEET 8) , 1 10 , 1HEIGHT 1 /4"MAX. 1 • SHIM SPACE. 10 � 1/4"MAX. SHIM 1-1/2"MIN. SPACE PERIMETER CAULK EMBEDMENT % O BY OTHERS CONCRETE/MASONRY BY ° 4 . ~ 1-1/2"MI . O• 6;Y OTHERS(SEE INSTALLATION PERIMETER CAULK EMBEDMENT NOTE 11,SHEET 1) 2"MIN BY OTHERS ° ° U 3/16" ITW TAPCON EDGE DISTANC CONCRE;VM4j4%NR 6 • •BY. - '•`'• 00 i• 4 INSTALLATION ANCHOR OTHERS(S@E INSTALDIATlO 1VpTE I1,r5DEEJ•1: • • • • • 2"MIN ��cS '• �dl a 3/16"ETW TAPCON• • • ••• •• EDGE DISTANC ���j�A/ INSTALM-101`NtHO • • • •• g VERTICAL SECTION ~- z y Q 5 VERTICAL SECTION o T SILL-CONCRETE • ••• _D n 2 • • • 911U. CONCRETE DWG#: • EXD005 . .. . .. . . .. ••• • ••• • • • SHEET: 5 OF 9 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . GL USI 1� 1 1/2"MIN. O � 11/2"MIN. IX WOOD BUCK EMBEDMENT QD 2X WOOD BUCK BY EMBEDMENT BY OTHERS(SEE GEN.NOTE 3 d DQQ OTHERS(SEE GENERAL INSTALLATION NOTE 5,SHEET 1 1950 MI MI AVE, NOTE 3,SHEET 1) 1 ) PH:305-477 2278 F%305-477-7140 INTERIOR 2"MIN. m m j EDGE DISTANCE i& 3/4"MIN. SEE APPLICABLE GLAZING 1 �� < v#v EDGE DISTANCE SEE APPLICABLE GLAZING DETAIL 3 OR 4(SHEET 8) 5 3o H o w g DETAIL I OR 2 SHEET 6 Z� oC� ON= x llllll ( ) �% 2 z d 3/16" ITW TAPCON 3tj � E�< o w v LL • INSTALLATION ANCHOR '10"j #12 WOOD SCREW . CONCRETE/MASONRY �o Q z m INSTALLATION ANCHOR 6 BY OTHERS 'Z O Lu z c`4 r Ham 10 EXTERIOR 6 CAULK BETWEEN CONCRETE/ w v ow il co o a SHEATHING10 GROUT FILLED MASONRY d IX ¢ir _ awc e BY OTHERS 1/4"MAX. EXTERIOR WOOD BUCK BY OTHERS EXTERIOR FINISH SHIM SPACE 1/4"MAX. EXTERIOR FINISH Lu BY OTHERSSHIM SPACE -BY OTHERS PERIMETER CAULK PERIMETER CAULK MAX UNIT _ MAX UNIT BY OTHERS WIDTH 9/16"O.A. WIDTH BY OTHERS m LAMINATED GLASS (n A HORIZONTAL SECTION CONSISTING OF: B HORIZONTAL SECTION Z G 6 JAMB 1/4"(HS)GLASS,0.090"PVB 6 JAMB 2X WOOD FRAME MAX.12"O,C. 10 i - �� (SAFLEX BY EASTMAN), 1X WOOD BUCK O ZO \1/4"(HS)GLASS (f) �+ SEE APPLICABLE GLAZING DETAIL i OR 2(SHEET 8) SEE APPLICABLE GLAZING �"� u DETAIL 1 OR Z(SHEET 8) w 0 0.5"GLASS DOW 995 0 _ a 6 BITE ��fy SILCIONE 7 - - = 5 i GLAZING DETAIL 1 . 5 SEE WOOD RAISED PANEL SEE WOOD RAISED PANEL - DETAIL 8(SHEET 8) 9/16"O.A,LAMINATED GLASS - ` DETAIL 8(SHEET 8) O 1"O.A.INSULATED LAMI GLASS EXTERIOR EXTERIOR - CONSISTING OF: 1/4"TEMPERED GLASS, INTERIOR 1/4"AIR SPACE ��' `�\ INTERIOR `�� ��•„'....,, ti i + 1/4"(HS)GLASS, 0.090"PVB(SAFLEX BY EASTMAN), MAX.12"O.C. 10 i/4"(HS)GLASS cp go go: go go: 000 p VERTICAL SECTION o.5"GLA55 �' SI0w999'CIONE "' •• VERTICAL SECTION a 6 GLASS OVER WOOD PANEL MIDRAIL BITE P n 6 GLASS OVER WOOD PANEL MIDRAIL fw-m Z m m Z v] _ t_- F GLAZING DETAIL 2 • • • • - z • • • 1"O.A.INSULATED LAMINATED GLASS • • • DWG#: •• EX D005 • • •• • • •• ••• • 000 • • SHEET: 6 OF-9or ' . . . . . . . . . . . . . ••• . .. .. . . . .. .. . ... . t w�C,L jw,3/4"MIN CAULK BETWEEN 3/4"MIN CONCRETE/MASONRY CAULK BETWEEN EDGE DISTANCE CONCRETE/MASONRY O �4 CONCRETE/MASONRY d 2X EDGE DISTANCE CONCRETE/MASONRY d 2X THERS O WOOD BUCK BY OTHERS BY OTHERS BY WOOD BULK BY OTHERS 1950 NW 70TH 2X WOOD BUCK BY OTHERS #12 WOOD SCREW 2X WOOD BUCK BY OTHER12 S ' INSTALLATION - (SEE GENERAL NOTE 3,SHEET 1) H ( TION ' SEE GENERAL NOTE 3 SHEET 1) -INSTALLATION L ANCHOR ANCHOR OD H, AVE. SCREW MIAMI F1.3312 P 305 477-2278 FX:3 77 7140 EXTERIOR FINISH EXTERIOR FINISH c m BY OTHERS��:. .....:.:. BY OTHERS 1/4"MAX. 1/4"MAX. �� �i#v '< PERIMETER CAULK 1-1/2"MIN. SHIM SPACE PERIMETER CAULK 1-1/2"MIN. SHIM SPACE 3 Z Z Zoo BY OTHERS EMBEDMENT BY OTHERS EMBEDMENT Qp F J M Mw -W O=IJi X INTERIOR INTERIOR WE m MAX. 10MAX. 10 x o m Z Q m C UNIT MAX. UNIT _ HEIGHT PANEL 6 1 HEIGHT MAX. 6 2 1 w� o o o Z HEIGHT PANEL 7 1 ` u = c m u-"I 5 SEE APPLICABLE GLAZING HEIGHT v 0 DETAIL 3 OR 4(SHEET 8) SEE APPLICABLE GLAZING �+Q a EXTERIOR DETAIL 3 OR 4(SHEET 8) EXTERIOR 6 + w Q a a VERTICAL SECTION w VERTICAL SECTION 7 HEAD-2X WOOD BUCK 7 HEAD-2X WOOD BUCK SEE WOOD RAISED PANEL 1/4"MAX. `\ DETAIL 8(SHEET 8) SHIM SPACE O 1 IX WOOD BUCK O BY OTHERS(SEE GEN.NOTE 3 6 1 1/2"MIN. EXTERI \ INSTALLATION NOTE 5,SHEET 1) i EDMENT ' H v MAX. i INTERIOR w en UNIT ( 1 I 2"MIN. p HEIGHT MAX. 5 'INTERIOR SEE APPLICABLE GLAZING EDGE DISTANCE PANEL 10 DETAIL 3 OR 4(SHEET 8) 2 HEIGHT - ` CO CRETE/GROUT FILLED 6 1 1/4"MAX. MASONRY BY OTHERS SHIM SPACE { CAULK BETWEEN CONCRETE/ i GROUT FILLED MASONRY 6 1X ��� /� WOOD BUCK BY OTHERS - ��� O *a�� �� ~ 1-1/2"MIN. ; PERIMETER CAULK EMBEDMENT 3/16" ITW TAPCON � 6 INSTALLATION ANCHOR O. •r• ebs BY OTHERS acs3 CONCRETE/MASONRY BY ° a 1 EXTERIOR 10 u- F � OTHERS(SEE INSTALLATION 2"MIN •• ••• • • • • • ��. . : . y'; NOTE 11,SHEET 1) • 4 11 R�•r • • EXTERIOR FINISH 3/16" ITW TAPCON EDGE DISTANCE • X.� L iW` H• • BY OTHERS INSTALLATION ANCHOR • •• • • • • ••• i Ab4X•UIlT WIDiH • PERIMETER CAULK y •• ••• •• • • • •• C VERTICAL SECTION T BY OTHERS m Z co Z 7 LL SILL-CONCRETE • •••�H�. I-iQJtIZQ�TA�•SECTION 0 0 0` Q_ �z • 7• • : •JAMEP DWG#: •• • �% :0ME EX0005 • •• • •• • • •• ••• • ••• • • • SHEET: 7 aF 9 ... . . . . ... . . . . . . . . . . . . ... . . . ... . . �GL USI� BILL OF MATERIALS 9/16"O.A.LAMINATED GLASS 4v ITEM NO. DESCRIPTION MATERIAL CONSISTING OF: 1/4"HEAT STRENGTHENED(HS)GLASS, 0 O'Qr 1 JAMB WOOD EXTERIOR 0.090"PVB(SAFLEX BY EASTMAN), �D DO MAX.12"O.C. 0 - 1/4"HEAT STRENGTHENED(HS)GLASS 1950 NW 70TH AVE. 2 RAIL/STILE WOOD MIAMI.FL 33126 3 TOP RAIL WOOD PH:305-477-2278 FX:305-477-7140 4 BOTTOM RAIL WOOD INTERIOR < m i � m a 0.5"GLASS DOW 995 1"O.A.INSULATED LAMI GLASS ^R' v 5 MIDRAIL WOOD 3z z o 8 BITE SILCIONE CONSISTING OF: p-c H4>mY. 6 GLAZING BEAD WOOD 1/a"TEMPERED GLASS, Zw F d m 7 GLAZING BEAD WOOD 1/a"INSULATION SPACE � z o GLAZING DETAIL 3 1/4"HEAT STRENGTHENED(HS)GLASS, 0 5 z o o w 9/16"O.A.LAMINATED GLASS EXTERIOR 0.090"PVD(SAFLEX BY EASTMAN), LL'j 0° 8 RAISED PANEL WOOD WITH PLYWOOD CORE 1/4"HEAT STRENGTHENED(HS)GLASS LLa p m N H m 9 DOW 955 SILICONE SEALANT/DOW CHEMICAL Max.1z"O.C. o w= Q j o< x 10 BRAD NAIL 18GA X 1", MISC.FASTENER 1 �� w CO m ' 10A BRAD NAIL 18GA X 1.25" MISC.FASTENER i INTERIOR < a a M 0.5"GLASS 11 Lu No.8 x 2.50"PHIL SCREWS MISC.FASTENER BITE DOW 995 a 12 No.8 x 2.00"PHIL SCREWS MISC.FASTENER SILCIONE GLAZING DETAIL 4 13 No.10 x 2.50"PHIL SCREWS MISC.FASTENER 1"O.A.INSULATED LAMINATED GLASS m 1 JAMB 3 TOP RAIL 4 BOTTOM RAIL 5 MID RAIL 6 GLAZING BEAD H o O O O 0.250" w W 1.250" 0.750" 0.500" 0.7T50" I T- f 4.563" —�{ �'� 0.438" " 3.500" 2.500" O 7.500" `% I.. 7.000" 9.500" 9.000" 1.750" �`%%% dip O' a..' 0." ORAIL/STILE GLAZING BEAD O RAISED PANEL LL: f� • • •• • • • • • --� f� 1.375" ���'•., 1.750" •• • di : • • • :•: •• 0.250" '�i�i y *pR'.01% •• •••044; • • • •• 0.709" 3.000" 2500" 1.375" ui m 1.750" m Z l zQ ><X uz 11.875" 0.750" o r` 10 =_10 V Z • • • • • •PLYWOOD DWG#: 1.750" • • • • • • CORE EXD005 • •• • •• • • •• ••• • ••• • • • SHEET: $ OF 9 ... . . . . ... . . . . . . . . . . . . . ... . . . ... . . tv�GLUSf�+ (1)#8X2" PHIL SCREW 3 (7"TOP RAIL) Qr (1)#10 X 2.50" 1.75" 1.75" SOD DOS PHIL SCREW 5/8"0 x 3-1/2" 1950 NW 70TH AVE. WOOD DOWEL MIAMI,FL 33126 PK 305477-2278 FX:305-477-7140 �j m m J rn / 3:Z ZO V 2t v $ ALL DOWEL AND o< m E H a g x STILE TO RAIL 2.375" Z w o a m v (2-1/2" 2 WOOD CONTACT STILE/RAIL) SURFACES ARE 4.00" w N n o m Q FULLY GLUED xp� 0 r Z<m 1 WITH D3 WOOD �� 01 m N z a ADHESIVE. o w V 1 "c z H V 0 a m w' w 3 (7"TOP RAIL) r< d a m LU F Q a CROSS SECTION (2-1/2" 2 5 (2-1/2"MID RAIL) ca 9 Ellptical Frame Top Assembly STILE/RAIL) In Z O Z V O 1 5/8"0 x 3-1/2" WOOD DOWEL w ofQ r 1I3 D o � o r 5/8"0 x 3-1/2" WOOD DOWEL 2.375" 400. ON �z a (1)#8 X 2" ti ' PHIL SCREW •• • • • • • � J •• •• • CROSS SECTION •• •� ••� ••• ••• 2.375" 9 ectangular and Radius Frame Top Assembly w m T Iii (9"BOTTOM q (9"BOTTOM F m Z°C Y Q RAIL) 4 RAIL) 0 1: 3 a 2= h Z _ _•• CROSS-SECTION - Y (1)#10 X 2.50" _ • Top/Mid/bottom Rail• • DWG#: PHIL SCREW • • C�r}IerAssp•Ir�plyLetl • EX D005 000 • 000 • • • SHEET: 9 of 9 ... . . . . ... . . . . . . . . . . . . . •• .• .. .. . . •. .. .. . •• .