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WS-14-1377Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-219742 Permit Number: WS -6-14-1377 Scheduled Inspection Date: September 17, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: , STEPHEN C MUMBY JTRS Work Classification: Window/Door Replacement Job Address: 171 NE 102 Street Miami Shores, FL 33138 - Phone Number (646)246-3448 Parcel Number 1132060131840 Project: <NONE> Contractor: ASTOR CONSTRUCTION LLC Building Department Comments REPLACEMENT OF 2 DOORS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed fQ CREATED AS REINSPECTION FOR INSP-214907. NO PERMIT ONSITE Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. September 16, 2014 For Inspections please call: (305)762-4949 Page 35 of 45 L —� RMi� IU'U. `�\\a e a�a4t�k444Ei810 ;,, pS Mq e0 - °1�� e+ ° • A5 Job: ' Impact Window Installation at:s ST/T� 171 N.E.102nd Street, Miami Shores, Florida 6®�.� '�, °cZ - ...0 •� c;�- t{t{b{181 RE: Buck Installation Contractor: Astor Construction Permit No.: WS -6-14-1377 Min. 3.5 ksi . '•Concrete a 2X Wood Buck ( 1 1/2" actual) . \ 114- ELCO Ta (!Cons 1 4 ., I+ '� 1 1/2" Min. Concrete ° Embedment Typical 2x Wood Buck (where require Notes*d� 1. Anchor spacing for buck attachment to substrate $hail be at 5" Q.C. (max.) from corners and 10' O.C. (max.) balance. 2. Minimum distance from center of anchors to concrete edge Is 3 "YOUR ON-CALL ENGINEERING COMPANY" 9420 S.W. 1 12Th STREET, MIAMI, FloRidA 33176 TEI: (786) 242-1720 - FAx: (786) 242.4399 D rr Miami Shores Village Building 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 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING i JUN 2 8 14 FBC 20 l Master Permit No. W V I LA— 1 Sub Permit ❑ REVISION ❑ EXTENSION ❑ RENEWAL F-1 PLUMBING [—]MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: f l P-1 ® 4)- City: Miami Shores County: Miami Dade Zip: 3� 13 9 Folio/Parcel#: IA- 3206 - 3 - 1014 © Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BF E: FFE: OWNER: Name (Fee Simple Titleholder):. IS:J]�Dne-A ( V 1 Uff 1 ham- Phone#:V-nQ b(aLD City: tri \6 m 1 .> n tP c1 -CN, State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Address: C:+� City: \(A- AA II State: 'F, ®1' ID A— Zip: Qualifier Name: lei 1i o n eGi e—s' n `i Phone#: State Certification or Registration #: [ Q((i22f j Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace • ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee r Permit Fee $ CCF $ CO/CC $ . Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) Double Fee $ Bond $ TOTAL FEE NOW DUE $ 'k' Bonding Company's Name (if applicable) Bonding Company's Address City State 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 subjecFhIhch o achment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be aped and a r*spection fee will be charged. Signature I I b, / Signature .1 OWNER o GENT The foregoing instrument was acknowledged before a this day of ��LJ f s 20 t'by ho is personally known to 14 IT me or who has produced as identification and who did take an oath. PUBLIC: CONTRACTOR The foregoing instrument —was acknowledged before a this day of 20Chd I& by . .CG><OD rLIvho is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Seal J MY NA0111GAi�► * COMtdIISSION i FF M6108 S�I: , * EXPIRES. SeptOW 24, 2017 '%�FORFti¢`,o`' Bottdedfirolla�Y138NIeee e APPROVED BY Y(��' Plans Examiner Structural Review (Revised02/24/2014) NAO1N4©AMA * MY COMMISSION i) FF CHIOS EXPIRES: 8608 11111 24,4017 Zoning Clerk . ... . . ... % .. . . . % .. . . . . . . . . . . . . ....... .... 000 0 0 0 0 0. .. .. .. .. . . . . . . . . . .. . ... . . ... . ... . .. . . . .. :00 .. . V:. . . . .. . . . . . . .. *0 . . . . ... .. WIND CALCULATIONS INSTALLER: ASTOR WINDOWS & DOORS 7330 S.W. 42ND STREET MIAMI, FLORIDA 33155 PHONE: (305) 328-9138 FAX: (305) 418-7541 WEBSITE: WWW.ASTORWINDOWS.COM Q, PROJECT: IMPACT DOORS INSTALLATION AT: 171 N.E. 102ND STREET MIAMI SHORES, FLORIDA MIAMI-DADE COUNTY i` rAifiOi "YOUR ON-CALL INEERING COMPANY" 9420 S.W. I I2Th STREET, MiAMi, FIORidA 33176 TEI: (786) 242-1720 - FAX: (786) 242-4399 EJ 431, 44 PREP BY: i` rAifiOi "YOUR ON-CALL INEERING COMPANY" 9420 S.W. I I2Th STREET, MiAMi, FIORidA 33176 TEI: (786) 242-1720 - FAX: (786) 242-4399 .. STRUCTURAL ENGINEERING CONSULTANT, .. !tib . . . .. ;;; oiEc.T.. IIInJ� d 9420 S W. ' 1 2TH STREE' : : .:. : VEj Ni. -':,Z - •ZMIAMI, MIAMI, FLORIDA 3 3 7 b OATS 0,955 TE;. '786! 242-1720 - FAX 78b 242-- 51 PC • DESIGN CALCULATIQ34S •• :'• • •• • e 0 ' .' V. ' : • 6 v c-rio ' 0.0• e 5�,5 RLL tXPO&RE C491cyokY = C P;t.5 K CJ rilp.Ql =-Z. • Kd = k.00 K{ t = 1.00 • \IELoc I PRe's - i=xPoSuA£ cocr, (K�� = 0.85 Rom -mekc30.3-1 • RC f Seo K 5 NAftAo vJC6T D1 fr , = • q (CrA�t DISTAtXC jbg 5 a Z 0, I x -j0H"= ,44'f4 -- til L..+r, l/.G`rP, � hC`'�►p� x � 0,955 ` 11 PC ALL pr 6 v c-rio ' I .-- �{ �e 3 e 5�,5 RLL Village of Miami Shores Building Department Miami -Dade County, Florida . . ... . . ... .. .. . ... .. .. . . . . . . . . . . %:. . . . ... . . . . ... . . .. . . .. . . . . .... . .. . ... . . ... . ... . .. . . . .. ... .. . ... ...... . .. . . . . .... .. Job: Impact Door Installation at: 171 N.E. 1024 Street, Miami Shores, Florida RE: Door Units Design Wind Pressures Dear Sirs: June 18, 2014 We hereby attest to the best of our kmowledge, belief, and professional judgment that according to the above referenced building's configuration, height, and category that the maximum design pressures for exterior openings are: DOORS: Positive Design Pressure (Zone 4): 45.3 psf Negative Design Pressure (Zone 4): 49.3 psf Positive Design Pressure (Zone 5): 45.3 psf Negative Design Pressure (Zone 5): 59.5 psf NOTE: "Zone 5"pressures are applicable to openings that are within 4'0" of building corners - Refer to calculations. The above stated design pressures have been determined in accordance with ASCE 7-10 based on the following criteria: * Risk Category: II * Exposure Category: C * Building Mean Roof Height: 14'-6" * Basic Wind Speed: 175 mph Anchor spacings and installation of glazing / window and mullion systems to main structure must be in strict accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering Consultants, Inc. If you show happ to have any questions or concerns regarding this or any other matter, please do not hesitate to contact u Lo,�QReaaa^ , Sinc 1�' 1VUNEET CONSULTANTS, INC. (E.B.#: 007781) No.5 0446/1&/14 T"OF Car)i •:Peretcueal:Engineer FL. P S'' 48'4�OC �A ..•.ate 019aaa0WOUR ON-CALL ENGINEERING COMPANY" 9420 S.W. 112Th STREET, MIAMI, FloRidA 33176 TEL (786) 242-1720 - FAx: (786) 242.4399 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate orAuthorivatkm No. 9813 Product Sub Category Manufacturer Product Name Category Therma-Tru Corporation Smooth Star, Fiber Classic, Classic Craft ExteriorExterior Swinging Door 118 lndustrW Drive and Classic Craft Rustic Fiberglass Door Doors Assemblies Edgerton, ON 43517 Inswing/Outswing 1 11 Phone (419)298-1740 "Impact' Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma-Tru Corporation based on Rule Chapter No. 9N-3, Method 1 D of the State of Florida Product Approval, Department of Business 8 Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements Including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used In the "HVHZ" this product !complies with Section 1626 of the Florida Building Code and does not require an j %jW resistant covering. 0 0 46060'a 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies %V, 9901on 160%. j,2•of the •' 2010 FBC and does not require an impact resistant covering. This products meets missile level "D" and includes Wind 1%094 is • •, •, • defined in ASTM E1996 and Section 1609.1.2.4 of the FBC. �' •: • 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck mIUnV construction. :0000: 6. Site conditions that deviate from the details of drawing FL -10537.1 require further engineering anal*W.&e a IlcenIo r gkieer o09:090 a registered architect 7. Outswing configurations using tthreshold item #4 meet water Infiltration requirements for "HVHZ".• • • • • • "" • 0.6 • • • • • • •••••• 8. Inswing and outswing configurations using threshold item #5 do not meet the water infiltration requiremerR3I&fie "HVHr'%nd%hall be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy sur *V111he angle b4tween the '. edge of canopy or overhang to sill Is less than 45 degrees. • • • • • • • • • • 9. See drawing FL -10537.1 for size and design pressure limitations. . • :60609 • • Supporting Documents: 1. Test Retort No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 TEL 06-1031-1 2. Drawina No. No. FL 10537.1 Test Standard ASTM D635-03, ASTM D1929-96 ASTM D2843-99 ASTM G26-95 ASTM E84 -00a ASTM D1929 -96(2000)e01 TAS 201-94, TAS 201-94. TAS 203-94 Prepared by RW Building Consultants, Inc. (CA #9813) Testina Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Lon Hicks, VP Operations Omega Point Laboratories William E. Fitch, P.E. Architectural Testing, Inc. Joseph A. Reed, P.E. Testing Evaluation Lab.,lnc. Wendell W, Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. 3. Calculations Prepared by Signed S Seated k Anchoring RW Building Consultants, Inc. (CA 99813) Lyndon F. Schmidt, P.E. 4. Quality Assurance , Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma-Tru Corporation is manufacturing products within a quality assurance program that complies with iSO/IEC 17020 and Guide 53. PF 1454 Sheet 1 of 1 Lyndon F. Schmidt. P.E. FL PE No. 43409 2/28/2012 Florida Building Code Online 4141•• ASTM D2843 1999 • • r � + 4141 • 4141•• ASTM G26 1995 ••9.410 :;<' .f".J��i'' BCIS Moms Log In User Registration Mot Topics SubrM SurcheBe Stats a Facts Busines/[Gdp( '-OUSER: Exterior Doors 000000 • Swinging Exterior Door Assemblies • • • • Product Approval PiOfeSS�V11U� Public Use, • •• ��J or q^$&W Florida Professional Engineer • 0 0 • • • 0 Product Approval Menu > earch > Application Lts[ > Application OelaiI FL # FL10537 Rl Application Type Revision • Code Version 2010 • Application Status Approved Comments National Accreditation and Management Institute Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 rickw@rwbidgconsuitants.com Rick Wright rickw@rwbldgconsultants.com FL10537 R1 COI Certificate of Independence Ddf Year ASTM D1929 4141•• ASTM D2843 1999 • • 4141•• ASTM E1300 1998 4141 • 4141•• ASTM G26 1995 ••9.410 4141 • • Exterior Doors 000000 • Swinging Exterior Door Assemblies • • • • • • • •4100 • •• Evaluation Report from a Florida Registel@E VM:ect or q^$&W Florida Professional Engineer • 0 0 • • • 0 Evaluation Report - Hardcopy Receivejl• • 0 0 • • 41 Lyndon F. Schmidt, P.E. 0 0 0041:41 • 410 • • PE 43409 •0410 •4141• National Accreditation and Management Institute 12/31/2015 Ryan J. King, P.E. 'J Validation Checklist - Hardcopy Received FL10537 R1 COI Certificate of Independence Ddf Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 201, 202, 203 1994 Florida Licensed Professional Engineer or Architect FL10537 R1 Eauiv of STANDARDS.odf 4141•••• • • 4141•••• •0000• 4041••• 4141••• 0000•••• • • 00 GO:0 https:llwww.floridabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDgtfYBJ2%2fN47... 1/30/2014 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 02/28/2012 Date Validated 02/29/2012 Date Pending FBC Approval 03/07/2012 Date Approved 04/03/2012 of Products FL # Model, Number or Name 10537.1 a. "FiberCiassic", "SmoothStar", "ClassicCraft" or "ClassicCraft Rustic" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes sign Pressure: N/A Other: See INST 10537.1 for Design Pressure Ratings by specific Model and for any other additional use limitations and Installation instructions. Description 6'8 "Impact" Opaque Fiberglass Single Door - (X) Inswing or Outswing Configuration Installation Instructions FL10537 R1 II Inst 10537 . 1.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10537 III AE EVAL 10537.1.odf Created by Independent Third Party: Yes 10537.2 b. °FiberClassic", "SmoothStar", "ClassicCraftor "ClassicCraft Rustic" 6'8 °Impact" Opaque Fiberglass Single Door with Sidelite - (OX or XO) Inswing or Outswing Conflguradon Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL10537 R1 II Inst 10537.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes • • • • Design Pressure: N/A Evaluation Reports • • 0000 Other: See INST 10537.2 for Design Pressure Ratings by FL10537 R1 AE EVAL 1053-,f2.odf • specific Model and for any other additional use limitations Created by Independent Third Party: Yes • • • • *00• • and Installation instructions. (Note - ASTM E1300-98 utilized 0000•• •• • for areas Inside the HVHZ) I • • 10537.3 c. "FiberClassic", "SmoothStar", 6'8 "Impact" Opaque FiberglaW%?rfgta.Door.19sidelkes - "ClassicCraft" or 'ClassicCraft (OXO) Inswing or Outswing ConAg:tration • • • Rustic" 00009• 0000 Limits of Use Installation Instructions • • • • • • • Approved for use in HVHZ: Yes FL10537 R1 II Inst 10537 3.ndE••• • Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.b. 409 Impact Resistant: Yes Created by Independent ThircPPa • • Pe rtY: � 0000•• Design Pressure, N/A Evaluation Reports • • • Other: See INST 10537.3 for Design Pressure Ratings by FL10537 R1 AE EVAL 1053769-od? • • • • specific Model and for any other additional use limitations Created by Independent Third Party: Yes • and installation Instructions. (Note - ASTM E1300-98 utilized • • • • for areas Inside the HVHZ) 10537.4 d. "FiberClassic", "SmoothStar°, 6'8 "Impact" Opaque Fiberglass Double Door - (XX) Inswing "ClassicCraft" or "ClassicCraft or Outswing Configuration Rustle° Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10537 RI II Inst : 0537 4 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure, N/A Evaluation Reports Other. See INST 10537.4 for Design Pressure Ratings by LL -19537 R1 AE EVAL 10537 4 odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 10537.5 e. "FiberClassic", "SmoothStar", 6'8 °Impact" Opaque Fiberglass Double Door with Sidelites "ClassicCraft" or "ClassicCraft -(OXXO) Inswing or Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use in HVHZ: Yes FI -10537 Ri II Inst 10537 5 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant. Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10537.5 for Design Pressure Ratings by FL10537 R1 AE EVAL 10537 5 odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation Instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ) • • • 0000•• 0000•• ••••• 0000• 0.00.0 • • • 00.6.0 • • •0000• https://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgtf YBJ2%2fM7... 1/30/2014 THERMAITRtJ 0 THERMA TRU DOORS 1 IS INDUSTRIAL DR., EDGERTON, OH 4351 7 SMOOTH STAR, FIRER CLASSIC CLASSIC CRAFT & CLASSIC CRAFT RUSTIC FIBERGLASS DOOR ►NSMNG / OUTSMNG IMPAC" .. •• . . • •. •• • • • . • • • • • . • • • • • • • •• • • see •• • • • • • • • • • • • • 37.75'MAX.OYBtAU. • • ••• • • • • •• • � RWAEWOTH :: •.• :::....• INSWING 37.79' x 82.26" +75.0 ..• STAR OUTSWING 37.76" x 8D.76" AW �,- -� GRO NUTE4 1. This product has been evaluated and Is in corroarce vAth the 2010 Florida Code (f8C) shucturd reQ*Wfents inatui ft the "High velocity Hurricane Zone' (HVHZ). 2. Product anchors Mail be as listed and spaced as shown on detalls. Anchor embodrrhent to boss mateft shcdl be beyond wall dresstng or stucco. 3. When used in the'HVHZ" this product complies with section 1626 of the Imo Buffing Code and does not require an Impact resistant covering. 4. When used'm crew outside of the 14VHZ" wird bane debris protection ids product complies with Section 1609.1.2 of the 2010 FBC and does not require an knpact resistant covering. This product mets r *mle level "U and Includes Wind ZOne 4 as defined In ASTM E1996 and Section 1609.1.2.4 of the FOC. 5. For 2x stud framing construction, anchoring of these emits shall be the sane as that shown for 2x buck mosony construction. 6. Site conditions that deviate from the detaBs of INS &owing Ike further enghq&ft annus by a licensed enginew or registered architect. 7. Outswing configurations using threshold item 04 meet water khflltraton req&ements far 1iVHP. 8. Irawhg configurations and outsvft configurations using threshold Item #5 do not meet the waterhillirallon requirements for the 1iVHZ" and Mabe bWdAsd ordy in non4x#Acbe arem or at habitoble bcatim protected by an ove&mM or canopy such that tte angle between the edge of canopy or overhang to sill is less than 45 degrees. 4 _ panel de (Classic Ctamu Rustic)..... _) .. V anctnorirlg Ct036 SOCh0t15 ........___...__..__ 8 _ Buda and frame anchvt� - 2X buck masonry corrsiructlon 4 Frame ix buck masom construcGan r 10: AL i ar L 8 wnw ii5 n FL -10 37.1 C ET -1 OF 10 Q Smoom INSWING 37.79' x 82.26" +75.0 STAR OUTSWING 37.76" x 8D.76" +80.0 _ -80_0 INSWING 37.75" x 82.25" +100.0 -100.0 CLASSIC CRAFT OUTSWING 37.75"x80.75" +100.0 -100.0 CLASSIC INSWING 37.76" x 82.29^ +90,0 -90.0 CRAFT OUTSWING 37.76'x 80.75" +90.0 -90.0 RUSTIC FIBER INSWING 37.75'x 82.25" +75.0 -75.0 CLASSIC OUTSWING 37.75" x 80.75" +80.0 —80.0 r 10: AL i ar L 8 wnw ii5 n FL -10 37.1 C ET -1 OF 10 Q 0 © 0 L DETAIL A -A J � 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000' 0000000 00000000 0000000 00000000 0000000. 00000 0000 0 00000 0000000 00000000 0000000 00000000 OFfAftA-A Pared reinforcement • • • • . . • • • ••• • • . ..• • •• • •• •: • • • • .. • • • EXTERIOR • 4? • : �,J 0 • i • • i . . •• • •• • INTERIOR ••i i i •� i i i•• ••• 1 HOMONTAL CR= SECTION �J /�� N _i 28.86% OPEN AREA MAX. %ZHlN6ESTIlE IDMIOR INTERIOR 2 VWCAL CROSS SECTION n L a r "L 10537. r I— DETAIL A -A J y� & ias�c d cm� 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000 0000 0 00000 0000000 00000000 0000000 00.00000 DETAIL A -A Pard reinforcement TYP. 4 CORNERS OF PANEL . . ... . . . ... .. .. . . . .. .. . • • • • • • • • • • • • ••• • • • • ••• �II�{(flll INTERIOR lZHORIIOMAL CROSS SECTION 3 1 L_w x+-1.44" 1 0.34" � 28.86% OPEN AREA MAX. �1T@LGSiI►E •. *i • i i i•• ••l EXTERIOR INTERIOR �VMMAL CROSS SECTION 3 e 22V" E LG N.T.S. ° 5 L BM. 19L m :9n LF'S ; UM Na; rc FL -10537.1 c Q 3_OF10 INTERIOR lZHORIIOMAL CROSS SECTION 3 1 L_w x+-1.44" 1 0.34" � 28.86% OPEN AREA MAX. �1T@LGSiI►E •. *i • i i i•• ••l EXTERIOR INTERIOR �VMMAL CROSS SECTION 3 e 22V" E LG N.T.S. ° 5 L BM. 19L m :9n LF'S ; UM Na; rc FL -10537.1 c Q 3_OF10 L DEWL A -A J 4 l o dam &.11. 000000 IIIIIIIIIVIIIlI� 0000000 000000 0000000 000000 0000000 000000 0000000 000000 O 0000000 000000 0000000 000000 0000000 000000 28.86% OPEN OO O .00 AREA MAX. 00000 0000 000000 0000000 f►aM A -A Ponel reinforcement . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... •• • .. . . % . .. . . . . EXTERIOR (� 0 : . : : n: • • L •• • • • • • ••e •. Ow EXTERIOR INTERIOR Z VERTICAL CROSS SECTION 4 m N.T.S. a ae AL c er: LFS ; •rnao wog ° FL -10537.7 a rr 4 of M IIIIIIIIIVIIIlI� L •• • • • • • ••e •. Ow EXTERIOR INTERIOR Z VERTICAL CROSS SECTION 4 m N.T.S. a ae AL c er: LFS ; •rnao wog ° FL -10537.7 a rr 4 of M ..• ... ... .. .. ..• .. . .. . . . . . . . • . . . . ..•.... ..•. . . • • • . .. 67 i i dT. • •�• i T• Eel INTERIOR • • • • • • • • • • • rl-*N HOMUONrAL CROSS WOM L- DETAIL A -A J 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000 0000 0 00000 0000000 00000000 0000000 00000000 WAIL A•A PcnW relntOKWOnt 28.86% OPEN AREA MAX. �i_HLNGESt�E %1 �O1WM RAp, EXTERIOR INTERIOR 2 VERTICAL CROSS WCTTON 5 M■IF N a o° E22409 = N.T.S. ° ter: AL m e° IFS ; ima w� a FL -10537.1 cET 5 Of 10to . . ... . . . ... .. .. . . . .. .. . . . • . . . . . . . • > D •. IIITTT6 • • • •M . . ... ... . ... • •• • •• • . • • . • • 7 i • • • . • • • i • • n n • • ••• • •.• $a$e • > D •. IIITTT6 • • • •M •.• 1 '• . 4.0.....$$ INTERIOR IDEfi a 6 6 • 18 D EXTERIOR 40 30 14 G 60 so A E 1-1/4"M@1. E EMB. (1YP.) Di31 HORIZOMAL CROSS SECTION D 8 6 Shawn w IX wb•budc 8 1 M a 7 7 7 7 D ° ° L o.15' L o.1s CSINK CVNK n 8 9 9 8 P 10 INTERIOR INTERIOR � 1 e N 12 12 12 30 40 EXTERIOR EXTERIOR 40 302/24/09 t4 WE ° 1-114*MIN. ! C 11 SO 60 b0 SO C 16 scxcs M.T.S. o•o ew AL m EMB, (tYP.I E as W. LF'S s 1 HORROMAL CROSS SECTION 1-114' WN. 2 RIZOMA! CROSS ECHON cUMtr+ 6 �m� EMS. (TYP.1 6 OuisNing shown - 9 aha appro�¢d ado approved FL -105.37.1 0 air-a1Q . . .•. . . . .•. .. .. . • . .• .. • Goo 0 0 0 • • •• • • •• • • • • . . •.. . • . . ... •• . •• . • Goo 0 0 0 • • •• • • •• • • • • E • •e• • • • • • • • • • A •� 4 d•< INTERIOR EXTERIOR �6 B • • A •d• • ••• •• 8 _ (� a • . • . • • �t —s A C • • • • 30 40 C c 10 so 60 40 30 40 3p 60 SO TO g o 60 60 • . 10 E o 4 ° . .o EXTERIOR INTERIOR EXTERIOR INTERIOR . ° • v 1�VERilCAL CROSS SEG7tON QVERTICAL CROSS SECITON�31 VERTICAL CROSS SECTION t > 6Sj �/ c w o proW�d T Sew/tX abbudc T O wing coniigurotiort sae gene,at notteess�. sheet 1 nx nvterini8haltoo ts EXTERIOR INTERIOR EXTERIOR INTERIOR 30 40 30 40 INTERIOR EXTERIOR 6 50 60 50 60 1 0 2 T 3 T q 30Y-40 10 50 60 E E E saw M.T.S. ° r4'1 VERHCAL CROSS SECTION �1 6 E nCAL CR SS SECTION oft t � �SSSECT(ON see notes. street t T no�sfreet t � ery ; LM � araiw aa: tOf W�tefVltt♦tfOtktn q��ne�n—.� iOf'T7YI1Cwno intitrofbn N raqufrerrtents h n whynents FL— t 0537.1 °o °wm` 7-orJQ RM H" Ix BUC F"WANCHOMIG mosomublack awakiction CONCRETE ANCHOR NOTES. i. SubsMuffon of equal concrete screws from a different suPPOW may have different edge distance and center &;fance, CIL*—& 2 Concrete screw bcoffom at the comers may be adpisted to maintain the ff**m)m edge cbtance to rnottarjoints. ff concrete screw focoff= noted as 'MAX ON MW me be odAaW to maintain the n**rum edge distance to mortar Joints, cdcWkwxzi concrete screws may be required to ensure the ffxn*m;m on center dirnOrkslon Is riot exceeded. 3. Concrete anchor table. .. .. .... ... .. ... ..... :A ........... ........ .. F : : <aR . . ...... ....... . . ....... . . . . .... ...... ...... ............ . . . ... ...... .... .. .. '.1 **'.," 1-114* 2-1/4' �iwo 114, 1-114* 1. 4' :0: 0 0 0 0 0 0 0 0 0 0 0 =1h Goo 0 to 00 9 0 0 000 00 00 00 %: :0 00 0 0 00 CONCRETE ANCHOR NOTES. i. SubsMuffon of equal concrete screws from a different suPPOW may have different edge distance and center &;fance, CIL*—& 2 Concrete screw bcoffom at the comers may be adpisted to maintain the ff**m)m edge cbtance to rnottarjoints. ff concrete screw focoff= noted as 'MAX ON MW me be odAaW to maintain the n**rum edge distance to mortar Joints, cdcWkwxzi concrete screws may be required to ensure the ffxn*m;m on center dirnOrkslon Is riot exceeded. 3. Concrete anchor table. .. .. .... ... .. ... ..... :A ........... ........ .. F : : <aR . . ...... ....... . . ....... . . . . .... ...... ...... ............ . . . ... ...... .... .. .. '.1 **'.," 1-114* 2-1/4' �iwo 114, 1-114* 1. 4' SMUJAMB LATCH &DEADBWDETAIL E22409 - N.T.S. — W - AL MS By, LFS We ND-' FL -10537.1 Lf 9 OF 10 mau.dp rc*V SDA pst 77 IZ W 91.1 AFL DS FL -10537.1 El _M OF JJQ MIAMI•DADE MIAMI-DADE 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,miamidadeaw/economy CGI Windows & Doors, Inc. 10100 N. W. 2e Street Miami, Fl. 33172 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "450" Aluminum Outswing glazed Doors w/wo Sidelites - Impact APPROVAL DOCUMENT: Drawing No.W98-01, titled "Series 450 Outswing Doors & Sidelites", sheets 1, 1. 1, 1.2, 2, 2.1, 2.2, 3, 4, 5, 6, 7 and 7.1 of 7, prepared by manufacturer, dated 10-20-97 and last revised on JUN 29, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Dose Limitations: 1. See Desi Pressure ratio in sheets 1.1, 5, 6 and 7 for unit sizes Vs lock o tions �i n e: d lites, 0 ass � � p l� .� tYp , St. g � types and anchors. ...... ....;. 2. For mulled units lower design pressure of doors or mullion shall control for entireasdmbly. 3. Exterior Design Pressure= +100 PSF Max w/ threshold (sill type S -O). Sills (thresl3oldsj types:SS-1• & SS -20 see: are not rated for water infiltration. See thresholds (sills) limitations notes, in sheets 40&e6 and glass" • •; • • A 1(muntin) limitations notes, in sheet 6. 0000 4. Narrow stile sidelites are limited to 18" or less. " " 00 0 LABELING: Each unit shall bear a permanent label with the manufacturer's name or log8,city.*state gnd series and...:. following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and Chert has beNA8 change 0 in the applicable building code negatively affecting the performance of this product. *Gee 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 revises 011-1025.02 consists of this page 1 and evidence pages E-1& E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No. 12-0706.03 lIKO a Expiration Date: November 09, 2016 Approval Date: October 25, 2012 `�1; Page 1 CGT Windows & Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file # 11-1025.02). 2. Drawing No.W98-01, titled "Series 450 outswing Doors & Sidelites", sheets 1, 1.1, 1.2, 2, 2.1, 2.2, 3, 4, 5, 6, 7 and 7.1 of 7, prepared by manufacturer, dated 10-20-97 and last revised on JUN 29, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under file # 11-1025.02) 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(+50.0 PSF, sill S -I only) 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 FBC 24113.2. 1, TAS 202-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing / Inswing door w/wo sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL-0080-0304-11 dated 11/28/2011 and HTL-0080-0902-11, signed and sealed by Vinu J. Abraham, P.E. Note: This test report has been revised by addendum letters, issued by Architectural Testing (Former Hurricane Testing Lab), dated 01/20/12 and 04/03/12, both signed and sealed by Vinu J. Abraham, P.E. Along with manufacturer's parts and section drawing marked -up drawings of double aluminum outswing doors, issued by Architectural Testing, Test Report No(s) B-5%14,,02- 450-18 dated 12/19/2011, signed and sealed by Vinu J. Abraham, P.E.. ' 96000 604 .. 940. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 .. 0 9.6 ' ..' 0 .000 0 0 2) Uniform Static Air Pressure Test, Loading parPOC TAS 242-94 ;... 3) Water Resistance Test, per FBC, TAS 202-94' •'. : •e .0 6 4) Large Missile Impact Test per FBC, TAS 2Q ;14 . 0..:: 6 0:0 6 5) Cyclic Wind Pressure Loading per FBC, TAS%Q3-94 • .. 9 ; 000009 6) Forced Entry Test, per FBC 24113.2. 1, TA&292o94. 0 • Along with manufacturer's parts and section drawing marked -up drawfngs d'f alu.Mjuy*� 0666:9 In/out swing door w/sidelites, by Hurricane Testing Laboratory, Inc., TestiR.eport No. HTL- : 6.6 9: 97055 (0080-912-97) dated 09/23/97 thruu 02/27/98 for specimen #1, 2, 3, 4 testedOpV.PA202- 0 94, specimen #4, 5A, 5B, 5C tested per PA201-94 & PA203-94, signed and sealed by Timothy S. Marshall, P.E. Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing door w/sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL-01071 (0080-0402-02) dated 04/0.1/2002 tested per PA201-94 & PA203-94, signed and sealed by Vinu J. Abraham, P.E. (submitted in file # 09-0723.04). Original tests conducted per SFBC, PA 201, 202 &203-94 now known as FBC, TAS 201, 202 & 203-94. I- Ishaq I. Chanda, P.E. Product Contrbl Examiner NOA No 12-0706.03 Expiration Date: November 09, 2016 Approval Date: October 25, 2012 E-1 CGI Windows & Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Submitted under file # 11-1025.02) 1. Additional intermediate horizontal mull calculations, prepared by Al Farooq Corporation, dated JUN 29, 2012, signed and sealed by Javad Ahmad, P.E. 2. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 09/09/11 and last revised on APR 24, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under file # 11-1025.02) 3. Glazing complies w/ ASTME-1300-02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 08-1224.04 issued to Solutia Inc. for "Saflex composite glass w/ PET interlayer", expiring on 12/11/13. 3. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for "Saflex color & clear interlayer", expiring on 05/21/16. F. G. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest. prgpared by Al Farooq Corporation, dated 10/16/12, signed and sealed by Javad Ahmad,.R.W ...... 2. Lab compliance and addendum letters, as part of the above refereiiWtest reppM% •; • .Osseo so O 000000 .O@:so O OTHER•••••• 1. This NOA revises # 11-1025.02, expiring on November 09, 201'6.• • 0 • • • • : • • 2. Hardware cut sheets verified and marked -up by the Architectut''-1!fting (£o?�c�r D .... .. . Hurricane Testing lab).• ...... 3. Test proposal # 10-0940, dated 11 /17/10 approved by BNC. :' e' .: a .. Does :. e 00 0 Deo. s 0000 IS �- I / At., V%.L Ibhaq E Chanda, P.E. Product Control Examiner NOA No 12-0706.03 Expiration Date: November 09, 2016 Approval Date: October 25, 2012 E-2 TYPICAL ELEVATIONS / n W N OUTS0G SEF CHART SHEET LH CONFIGURATIONS SHOWN RH SIMILAR WHO 74-1/r FRAME NIDT,1 11 1/4' -0 87/8 - SEE I/6' ' ML WO N s -o s-0 OUTSNING 3 3 SS1 552 ----------------- ----'- SADDLE SiLL STEPS TO USE CHARTS SEE SHEETS 6 & 7. NOTE EGRESS REQUIREMEN15 TO BE REVIEWED BY 811ILDING OFFICIAL 113-1/18' 23-3/4' /1 i\ Ilia 18-7/8' 3/0 35-3/4' 24 7/8' 3/6 41-3/4' 30-7/8' 82-1/2' 8/6 100-7/8' / I I A 106-7/8' 94-1/e- 9/6 'e w 10/0 / I 106-1/2' I revisions: i Elatus RD11. PER 8= Comm I All F 013 UPOM He tam FIC e to"I I / INACTIVE ACTWE ' I 0=2 ' ML WO N s -o s-0 OUTSNING 3 3 SS1 552 ----------------- ----'- SADDLE SiLL STEPS TO USE CHARTS SEE SHEETS 6 & 7. NOTE EGRESS REQUIREMEN15 TO BE REVIEWED BY 811ILDING OFFICIAL NOMINAL OOOR/SINLITE PANEL PANEL D.L. OPG. WIDTH WIDTH WIDTH 113-1/18' 23-3/4' FRWIM HOMES SEE SHEET 1.1 Ilia NOMINAL OOOR/SINLITE PANEL PANEL D.L. OPG. WIDTH WIDTH WIDTH 2/0 23-3/4' 12-7/87- I 29-3/4' 18-7/8' 3/0 35-3/4' 24 7/8' 3/6 41-3/4' 30-7/8' 82-1/2' 8/6 100-7/8' / I I 9/0 106-7/8' 94-1/e- 9/6 112-7/8' w 10/0 / I 106-1/2' revisions: Elatus RD11. PER 8= Comm F 013 UPOM He tam FIC e to"I I IM PPI enc CorBas I 0=2 am PPR Ps. aoeBlB J OM12 110 ma Be sw Ouerx"rame "011,111116 DWG. NO.: W98-01 1 acnvF NOMINAL OOOR/SINLITE PANEL PANEL D.L. OPG. WIDTH WIDTH WIDTH 2/0 23-3/4' 12-7/87- 2/6 29-3/4' 18-7/8' 3/0 35-3/4' 24 7/8' 3/6 41-3/4' 30-7/8' V_� MULTIPLE SIDELITES AVAILABLE (SEE SHEET NOMINAL D]R/SIDELITE PANEL PANEL HEIGHT HEIGHT D.L. OPG. HEIGHT 6/8 78-7/8' \ 7/0 82-7/8' 70-1/2' 7/6 88-7/8' 76-1/2' 8/0 94-7/8' 82-1/2' 8/6 100-7/8' 68-1/2' 9/0 106-7/8' 94-1/e- 9/6 112-7/8' 100-1/2' 10/0 118-7/8' 106-1/2' revisions: Elatus RD11. PER 8= Comm F 013 UPOM He tam FIC e to"I I IM PPI enc CorBas V_� MULTIPLE SIDELITES AVAILABLE (SEE SHEET NOMINAL D]R/SIDELITE PANEL PANEL HEIGHT HEIGHT D.L. OPG. HEIGHT 6/8 78-7/8' 66-!/L- 7/0 82-7/8' 70-1/2' 7/6 88-7/8' 76-1/2' 8/0 94-7/8' 82-1/2' 8/6 100-7/8' 68-1/2' 9/0 106-7/8' 94-1/e- 9/6 112-7/8' 100-1/2' 10/0 118-7/8' 106-1/2' ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • s -o 3 SS1 SS2 s -o 3 SS1 SS2 FRAME HEIGHT = PANEL HEIGFR + 1-7/8' STD. =OLD FRAME HEIGHT = PANEL HEIGHT + I-5/8' ADA THRESHOLD) FRAME WIDTH = PANEL WIDTH + 2-3/4 LEGEND _ —0 — OUTSWING DOOR DETAIL — ITEM DESCRIPTION (see sheet 2 of 7) revisions: Elatus RD11. PER 8= Comm F 013 UPOM He tam FIC e to"I I IM PPI enc CorBas I 0=2 am PPR Ps. aoeBlB J OM12 110 ma Be sw Ouerx"rame "011,111116 DWG. NO.: W98-01 0 clahk WINDOWS 8c DOORS 10100 rathu d 25 street mimytL fWde 33172 product : Series 450 Outswing Doors & Sidelites date : 10-20-97 1 sheet 1 of 7 TYPICAL ELEVATIONS LH CONFIGURATIONS SHOWN RH SIMILAR (SEE SHEET 1 FOR SIZES) Cal 3 Pon OPTIONAL TRUE MUNTINS DOOR OR SIDELITE FRAME HEH,iiT = PANEL HEIGHT + 1-7/8' (STD. THRESHOLD) FRAME HEIGHT = PANEL HEIGHT + i-5/8° (ADA THRESHOLD) FRAME WIDTH = PANEL WIDTH + 2-3/4' ACTIVE lOA 10" 1 108 lac & Iocc LOD & ICE 1 10 F DOOR HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) IXT.(+) INT.(-) EXT.(+) INT.(-) 84' TRUE 90.0 1 80.0 100.0 110.0 96-3/4' HORIZONTAL 70.0 70.0 90.0 90.0 106-3/4' MUNTIN - - 90.0 90.0 120-3/4' (1 OR MORE PER DOOR OR SIDELITE PANEL) MT 4 i i i OPTIONAL TRUE MUNTINS DOOR OR SIDELITE FRAME HEH,iiT = PANEL HEIGHT + 1-7/8' (STD. THRESHOLD) FRAME HEIGHT = PANEL HEIGHT + i-5/8° (ADA THRESHOLD) FRAME WIDTH = PANEL WIDTH + 2-3/4' ACTIVE lOA 10" 1 108 lac & Iocc LOD & ICE 1 10 F DOOR HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) IXT.(+) INT.(-) EXT.(+) INT.(-) 84' 90.0 1 90.0 100.0 110.0 100.0 110.0 65.0 68.0 90.0 1 80.0 100.0 110.0 96-3/4' 90.0 90.0 100.0 110.0 100.0 110.0 65.0 65.0 70.0 70.0 90.0 90.0 106-3/4' - - 100.0 110.0 100.0 110.0 - - - - 90.0 90.0 120-3/4' - - 70.0 70.0 70.0 70.0 IDA : COPPER CREEK W/ CGI 3 POINT IOAA : BALDWIN W/CGI 3 POW 108: REGENT COMMERCIAL 3 POINT IOC : BALDWIN SINGLE POW LOCK IOCC : COPPER CREEK SINGLE POINT LOCK IOD DOR-O-MATIC SERIES 1690 IOE : JACKSON SERIES 2085/2065 1OF : SURFACE MOUNTED LOCK RESIDENTIAL HARDWARE a COMMERCIAL HARDWARE HIN • • • • • REGE 12 3 11 R. ` i i i i i INACTIVE 12 RESIDENTIAL HARDWARE a COMMERCIAL HARDWARE HIN • • • • • • eb • • c L S • MAX. DDDR HEIGHT • NO. M•1• S• LIPTO R. ABOVE 90-3/4° lIPTO 120& O• • • •4 1/•t• • • • � • DOURS WITH 3 HINGES LIMITED TO 100 PSF • ••• i ••• •olIN HARDWARr D*ES-Cr,-IPIQN ••::• g � ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LEGEND -0 - OUTSWING DOOR DETAIL - ITEM DESCRIPTION (see sheet 2 of 7) DWG. NO.: W98-01 CAM \ WINC)OWS 8e DOORS 10100 northwest 25 *set miami, f1crWa 33172 product : Series 450 Outswing Doors & Sidelites date : 10-20-97 1 sheet 1.1 of 7 ANN. GLASS 3/18' HFAT SIRENb GLASS .075• INTERLAYER .078' NTSUYER VANCEYA 0019P65ITE BY 'SOLUM' VANCEVA coww E BY 'SOWN' OR OR AV SENTRM AS DJJERIAYER .090' SENTRYI4AS WMAYER Bf 'OUPONP BY 'WPONT' r3/18' ANN. GLASS ma � FCGI-3821 r3/16' HEAT smm mm VMMVA OMMTE Bf 'SOLUM' I 995 889 3/18' ANN. GLASS 98 ALUIONW SHEET .090' p" OR7E1dAYER SWUM MG BY'SOLUTIfi 1/4' PLYWOOD BULB V01YL 3/10' HEAT SRZEN'D amBULB VPIYL .090 �� SLEET Om -362 Cq-302 gig gig now 995 Glum �GE-120 WW 699 'A' GLASS TYPE 7/18' OVERALL LAM. GLASS JY DOW 895 1/8' OR 1/4' MIP. GLASS 0011 M AR SPACE COMPOSITE PANEL 3/18' MOI. CLASS .075' 0RIEISAYER VMMVA OMMTE Bf 'SOLUM' 3 W MDR. PASS .090 AWYMUY SHEET .090' SENIRYClA4 mmuvER m"VO1n or 'mmw W-362 YL A laff M82 3/16' MOL CLASS HEAT SIMD CLASS 995 889 3/18' ANN. GLASS 98 ALUIONW SHEET .090' p" OR7E1dAYER SWUM MG BY'SOLUTIfi 1/4' PLYWOOD BULB V01YL 3/10' HEAT SRZEN'D amBULB VPIYL .090 �� SLEET Om -362 Cq-302 gig gig GLAZING STOP OPTIONS .652 $ A85 .778 .754 .744 CGI -375 CGI_504 CGI -515 .617 �? .672 A50 R6 � .080 754 .742 CGI -396 CGI -5 S1 ELT WORS AND SIDELRES CAN BE MAW IYS%G SQUARE OR OGEE GUONG BEADS/ADAPTERS -Dw 895 0011 995 1111 985 DO11 099 DOW 899 DOW 898 GLASS TYPE 'Al' GLASS TYPE '61 1" OVERALL COMPOSITE PANEL 1' OVERALL 114SUL. LAM. GLASS • • • i apVF?ALl• moi• LAM• GLfS • • � y wi& 0a FteA� • • . • . • DWG. NO.: 1198-01 • • • • • • • • •,w.���3 AIR SPACE CONSISTING OF: •• ••. Sy • �i�• • • � Ener: ,wvaD MlMno ��. ST. STEEL METAL SPACER AROUND � �nA SPACER 00 *00 00 0 CIVIL 7[)592 CAM► THE PERIMETER OF THE GLASS. Q logs WINDOWS 8e DOORS • •.• • •.• • • 10100 Irorthwast 25 street mgrtn, Bodda 33172 •.• • • • • • . • a • • product : Series 450 Outswing Doors & Sidelites • •. Go • • • • • • N 2012 date : 10-20-97 1 sheet 1.2 of 7 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • X I Glum �GE-120 GE-1SILICI0 GE -1211 tL`+ WN 995 JY DOW 895 ON 899 0011 M GLASS TYPE 'B' ]/18" OVERALL COMPOSITE PANEL 7/18' OVERALL LAM. GLASS 1/8' OR 1/4' TEPP. LASS AIR SPACE 3 W MDR. PASS .090 AWYMUY SHEET A. PYB 08ENAYER43/4'YWOOD SAREIL mC BY 'S0.UM' YL A laff M82 9L03/16' HEAT SIMD CLASS GLAZING STOP OPTIONS .652 $ A85 .778 .754 .744 CGI -375 CGI_504 CGI -515 .617 �? .672 A50 R6 � .080 754 .742 CGI -396 CGI -5 S1 ELT WORS AND SIDELRES CAN BE MAW IYS%G SQUARE OR OGEE GUONG BEADS/ADAPTERS -Dw 895 0011 995 1111 985 DO11 099 DOW 899 DOW 898 GLASS TYPE 'Al' GLASS TYPE '61 1" OVERALL COMPOSITE PANEL 1' OVERALL 114SUL. LAM. GLASS • • • i apVF?ALl• moi• LAM• GLfS • • � y wi& 0a FteA� • • . • . • DWG. NO.: 1198-01 • • • • • • • • •,w.���3 AIR SPACE CONSISTING OF: •• ••. Sy • �i�• • • � Ener: ,wvaD MlMno ��. ST. STEEL METAL SPACER AROUND � �nA SPACER 00 *00 00 0 CIVIL 7[)592 CAM► THE PERIMETER OF THE GLASS. Q logs WINDOWS 8e DOORS • •.• • •.• • • 10100 Irorthwast 25 street mgrtn, Bodda 33172 •.• • • • • • . • a • • product : Series 450 Outswing Doors & Sidelites • •. Go • • • • • • N 2012 date : 10-20-97 1 sheet 1.2 of 7 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 74 1/2° (TESTED SM LARGE MISSILE IMPACT • • • • • i • i 000 MAXIMUM DESIGN LOAD RATING = + 100.0 (FOR SIZES SNowN ABOVE OR MWIER Univ CME UwT) — 132.0iii • •.• GLASS TYPE 'A' • • • • • LOCK OP170N 1 GAA cm 3 Pow MECHANISM w/ mDm SERIEB DEA :Bou • • •. . • • • • E" 38 9/18' :: .-- ..• • • • � OF. --VAD—wt F CAD&AM PE 7aa92 • • • • E! Zy • .• • • ilgl • • . 7d 4JUN0.012 • • • • • • ••• • • • ••• • • DWG. NO.: W98-01 C,wa► wINDOwS at DOORS 10100 mist 28 airest ffhw i Oaida 33172 product : Series 450 Outswing Doors & Sidelites date : 10-20-97 1 sheet 1.3 of 7 'a'/2. TED 'A a/'s' FRAME YCVR PANIC HARDWARE PIDTFI FRAME Wq)TH 3• 24• 6' 24° 3° 3' 24' MAX. MAX. MAX. _p _O 3 y "6 n m APPROVED PANIC HARDWARE FOR DOORS DOR-O-MAnC SERIES 1680 TOUCHBAR EXIT DEVICE JACKSON SERIES 2085/2086 CONCEALED VERTICAL ROD EXIT DEVICE N OR tE1 N m ss1 6• Ir 24' 7 1/4• PANEL 35-1/r MAIL .. .. • . . • . . .. 922T NO DWG. NO.: W98-01 PANEL WmTtl • • • • • • • • • .l .ctrl g FLA. PE -w.. �G\ @ Q wltJ OowS ac OCIORS OAR NOT RATED FOR WATER W MTWON RESISITE. • • • • • • • • • s • • • 10100 nortlleent 25 street rldmTd. 0oft 33172 OXIFIED WITH ALL GLASS TYPES SHOWN ON SIVI • • • • • • • • o n .product : Series 450 Outswing Doors & Sidelites • •• • •• • • 61UN 29 201 LOC( OPTIONS 10 AND 10E • • • • • • • • • date : 10-ZO-97 sheet 1.4 of 7 io 1 I I I 1 I I I I I I 1 C�NCEAtED I 1 VERTICAL ROD 1 I 3 1 I 1 I I 1 I I I I I I I I I I I I I � I A 1 I 3 (�+ T------------_-- kaI k�l _ _--Ic Il I�� 10E i I 1 1 1 1 I 1 1 I I I 1 I I I 1 I 1 1 / i I 1 I 1 1 1 I 1 1 AcnvE ACTIVE • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • D001� LOAD CAPACITY — PSF FRAME HEIGHT FRAME wlonl TxT.(+) IM.(-? • ae-1/z° 7a -1/a• 70.0 Tao ea -1/2" 7a -1/z• 80J7 BO.o V(RRfN. ROD 1 � 3 D / I / 1 1 i / I I I I I 1 1 I / I I 1 l0E 1 1 1 I 1n j 1 I \ I I 1 I 1 I 1 � ACnYe 10 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • D001� LOAD CAPACITY — PSF FRAME HEIGHT FRAME wlonl TxT.(+) IM.(-? • ae-1/z° 7a -1/a• 70.0 Tao ea -1/2" 7a -1/z• 80J7 BO.o • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I 1 1 I CONCEALED I I 1 V(RRfN. ROD 1 � 3 D / I / 1 1 i / I I I I I 1 1 I / I I 1 l0E 1 1 1 I 1n j 1 I \ I I 1 I 1 I 1 � ACnYe BILL OF MATERIALS 11 HAGER 4 1/2- X 4" HINGE IN SOLID BRASS OR STAINLESS STEEL ITEM DESCRIPTION CGI 4-1/2" X 4" HINGE IN ALUMINUM SECURED WITH (8) #12-24 X 1/2" F.H. M.S. 1Q #12 X 1 1/4" HEX HEAD S/S SMS (3 PER CORNER CONNECTION) (3 PER PANEL UP TO 7'-6 3/4" HIGH) (4 PER PANEL OVER 7'-6 3/4") 2A 3/8-16 FULLY THREADED CONTINUOUS ROD 12 CGI FLUSHBOLT AT TOP & BOTTOM OF INACTIVE LEAF, HOUSING ATTACHED 2B 3/8-16 HEX NUT TO PANEL STILE WITH #10 X 3/4" PH SMS, ACTIVATOR ATTACHED WITH 2C 1 1/2" X 1 1/2" X 3/16"THK. ALUMINUM PLATE #8 X 1/2" PH SMS. 0 SHEAR CLIP (EXT. NO. 506) 13 SEE SHEET 1.2 FOR GLAZING OPTIONS ® DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT F141 SILICONE GE-1200, DOW 995, DOW 899 6" FROM ENDS & 24" O.C. MAX. 0 9/32" DIA. HEAD & SILL INSTLL. HOLES AT 6" FROM ENDS, 3 @ CENTER OF PAIRS l 71 1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM SPACED 6" O.C. & 24" O.C. MAX. TAPE WITH ONE SIDE ADHESIVE © #10 X 1" PH-PH-SS TEKS SCREW, @ 3" & 7" 18 PLASTIC WEEP BAFFLE FROM ENDS & 19-3/8" O.C. MAX. 19 7/8" X 5" X 1/8" THK. CONTINUOUS ALUMINUM SILL O #14 X 3/4" HEX HEAD S/S TEKS SCREW AT ANGLE ADAPTOR 6" FROM ENDS & 24 3/16" O.C. MAX. ® .320 HIGH WOOL PILE WITH CENTER FIN (ULTRAFAB # 3032) .350 HIGH FOAM-TITE WEATHERSEAL (AMESBURY # 32011) Fl-01 ACTIVE PANEL LOCK OPTIONS (SEE SHEET 1.1 FOR LIMITS) EXT. = EXTRUSION LIST 500A, 501, 502, 503, 504, 507, 509, 510, 514, 10A CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM 515, 519, 539, & 540 ALL EXTRUSIONS ARE 6063-T6. END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, 375, 396, 505, 508, 511 EXTRUSIONS ARE 6063-T5. (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY COPPER CREEEK SERIES E MODEL D82410. 1—OA A1 CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY BALDWIN SERIES 8200, KWIKSET 780. 10B REGENT COMMERCIAL 2222 THREE POINT LOCK MECHANISM WITH MORTISE LOCK. 10C SINGLE POINT LOCK (1) DEAD13OLT BY BALDWIN SERIES ✓8200! • • • • • • • • • . • • . • • . • • ALYf ' DWG. NO.: W98-01 10CC SINGLE POINT LOCK (1) DEADBOLT BY COPPER CREEK RIES 0g24Vf• • • • • •� • • • ••• • • • • INJAI" I NOW.,�.� Fl 07D DOR-O-MATIC SERIES 1690 TOUCHBAR PANIC EXIT DErI9E WlTil• • • • • • • CONCEALEDVERTICAL ROD SEE SHEET 1.4. I aft Fla 7�u t Call VERTICAL ROD cam. t0E JACKSON 20 SERIES PANIC EXIT WITH 2085/2086 CONCEALED W,at DOORS EXIT DEVICE SEE SHEET 1.4. : •: • .0. • •: • • • • • • 10100 nerNrest 25 street faro, kft 33172 tOF CGI CUSTOM SURFACE MOUNTED SUDE BOLTS WITHOU END BOI•TS•l.T.*Ar.*E IJAP•: J(J 9 2012 Product : Series 450 Outswing Doors & Sidelites (AT TOP & BOTTOM) WITH BALDWIN SERIES 8200 DEAL= BOM! ... ••• • • • • • s data : 10-20-97 sheet 2 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4.462 .931 4.852 .639 .652 .125 j1�{I .�R.750 1 .080 .125 � .87 J '31912 ill. tao CGI -511 � CGI -50 CGI -51 CGI -507 � y�2 JAMB COVER CGI -502 JAMB/LOCK/SIDEUTE STILE DOOR FRAME HEAD/SILL 1.102 194a 617 b72 980 1.250 .750 950 1918 .125F .734 .742 CGI -39 CGI -51 .129 CGI -503 4913 NARROW SIDEUTE STILE 4 3.122 1.xf0 .073 150 2me 1.112 1__p CGI -500A Ae TOP RAIL CGI CGI -505 r,1� �1s4y� FRAME JAMB/MB/ MULLION ASTRAGAL .500 _� .4ew 750 r-1'�� T—CGI-540 4.000 .125 3,27Y 980 .Iso 4.52[ .725 •125 .312 &17676 CGI -539 m 5. CGI -514 2-w SADDLE THRESHOLDS HORIZONTAL MUNTIN 7 ." •': : : .'. : : ." + r DWG. NO.: W98-01 CGI -510 • • • • • • • . • • • 3 VAD SIDELITE MULLION' ' • • • • • • •' �arFLA. Pr aNelno w�.�• ��, at - WINDOWS de DOORS • • . • • • • • • R 10100 rarthoest 25 street ff*MIL Ooddo 33172 ,075 1983 . • • • ••• • • • • • . • . • • . • .. • . product : Series 450 Outswing Doors & Sidelites CGI -508 CGI -501 • • • • • • • • • date : 10-20-97 sheet 2.1 of 7 FRAME COVER BOTTOM RAIL • • • • _ UN go 2012 ••• • • • • ••• • • • • • • • • • • • • • •• .. • •• • •• •• ••• • • ••• • • ,1- r Bolt Assembly �� Bolt �—_--�--� Housing #10 x 3/4° PH SMS Flushbolt Linkage Assy. Connection Wheel Cylinder/Deadbol Assy. LUT - TOP SECTION SHOWN (BOTTOM SIMILAR) CGI CUSTOM 3 -POINT LOCK 11r T, Bolt Tip — I SMS #8 x 1/2° PH MS Flushbolt Activator TOP SECTION SHOWN (BOTTOM SIMILAR) 11 IL F -i-2-1 Flushbolts (Inactive Panel Rod Keyed Cylinder Deadbo Assemb L�I—x Bolt Housing 1— #10 x 3/4" PH SMS #10 x 3/4° PH SMS Bolt Tip _ Actuator #10 x 3/4" FH SMS Arm Surface Mounted Activator TOP SECTION SHOWN (BOTTOM SIMILAR) SURFACE MOUNT SLIDE BOLT WITH BALDWIN DEAD BOLT raererxevam ±w�s+arr.t�e. DWG. NO.: W98-01 Actuator _ Arm .. ..• . • . . . •. • •• • • • • . • •• • • • •E T 3POINT •• • •: •.0 • • • JMQQERCIAL LOCK •. • •• • • • • L�I—x Bolt Housing 1— #10 x 3/4" PH SMS #10 x 3/4° PH SMS Bolt Tip _ Actuator #10 x 3/4" FH SMS Arm Surface Mounted Activator TOP SECTION SHOWN (BOTTOM SIMILAR) SURFACE MOUNT SLIDE BOLT WITH BALDWIN DEAD BOLT raererxevam ±w�s+arr.t�e. DWG. NO.: W98-01 • • • • • • • • • • • •• •• • • • •• •• L�I—x Bolt Housing 1— #10 x 3/4" PH SMS #10 x 3/4° PH SMS Bolt Tip _ Actuator #10 x 3/4" FH SMS Arm Surface Mounted Activator TOP SECTION SHOWN (BOTTOM SIMILAR) SURFACE MOUNT SLIDE BOLT WITH BALDWIN DEAD BOLT raererxevam ±w�s+arr.t�e. DWG. NO.: W98-01 #12x1'. FH SM Keepe Top Lock Assembly Bottor Bolt Dor—O—Matic 1690 .. ... . . . • . .. ............ FLA PE• ••• • ••• • • RQ ••• • • • • • • • •2191 • i i• •i i •i i i OUN 29 2012 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4" AS Jackson 20861 #8 x 3/4" FH SMS .L ,fir Strike Plate— T— Top Guide _ w/trip release Top Bolt Bottom Bolt Guide — L ur #10 x 1/2" FH MS #10 x 1/2' FH MS S DWG. NO.: W98-01 • Crwa\ WINDOWS ac DOORS 10100 northwest 25 street Miami, f ddo 33172 product : Series 450 Outswing Doors & Sidelites date : 10-20-97 sheet 2.3 of 7 5 EOCE 1X4 PT WOOD SEE NOTE BELOW SEALANT -- 8 m H-0 .129 LLJ = W W ry TYPICAL a 1/$ DIA. ULTRACON �-® B' FROM ENDS 1/4" DIA. ULTRACON AND 247 O.C. 1 SEE SHEET 7 (INTERMEDIA AN / (SEE. 'T 1 1 3 KS oN d 1X4 PT WOOD 509 2X4 PT W=I- 1 • MN. EMegB ' 1 r 1 OPTIONAL ay02 t --I 9 1.100 NTO 2X4nPT WOOD 7;' I�I SEE SHEETS 2.2 & 2.3 TYPICAL JAMB ANCHORS 1<41 FOR BOLT ENGAGEMENT 1/4' O0. ULTRACON l 33 TYPICAL No e' FROM ENDS AND (INTERMEDIATE AN • • • • • • • • rggj 3 p EDW' JAVAQ AHMAD 6'O no ••• ••i ••i ••• i i •••� �� FLA.CIVIL PE 87.9592 f NOTE: crw. ALJ ANCIj f� CONDITIONS �SHOYJN ON r, 9 e 1 '1 3 CON Avr anaw SI- ETS 3 a AND MAI B� DIR6L�6Y • � . ° EDf� 1 I i ° Q ETE TO: MONY WXTH• A4°•AMAX. SHU:Pt ^ ^ tz i WITH(QIT W AT10% I? CRPAITY. •A • • • • 'I --UN A ••• 19-3/8 O.C. FOR LOADS UPTO 70 PSF 14-1/2' O.C. FOR LOADS UPTO 110 PSF • • • ••• • ACTIVE 12" O.C. FOR LOADS ABOVE 110 PSP tn (SEE SHEET 7) .129 4.852 d • • PANEL M 2A TYPICAL 1/4" DIA. ULTRACON 1/<'wx • • • • •• SHN Lzso 11 J-0 •• •• ••• 509 • • ••• • 1-1/4' FRAME WIDTH —� Evam ----- -- - - INTERIOR a�2 9 n .123 .,So 1.250-. OPTIONAL EXTERIOR 505 SQUARE GLAZING 502 (SEE SHEET 1.2) 1280 o ° 2X4 PT WOOD 8to �✓ OPTIONAL INSTALLATION INTO 2X4 PT WOOD ACTIVE NOTE: 1X OR 2X WOOD BUCKS NOT BY CGI IL 2A TYPICAL MUST BE PROPERLY SECURED AND .675 505 MUST SUSTAIN LOADS IMPOSED EXTERIOR ENSCREWS BY GLAZING SYSTEM. A P-088 1/4" O0. UL • • ®8" • • • • • • • .100 • AND 24" OC. • • • • • • • •• • • • • •� (INTERMEDIATE AN • • • • • • • • rggj 3 p EDW' JAVAQ AHMAD 6'O no ••• ••i ••i ••• i i •••� �� FLA.CIVIL PE 87.9592 f NOTE: crw. ALJ ANCIj f� CONDITIONS �SHOYJN ON r, 9 e 1 '1 3 CON Avr anaw SI- ETS 3 a AND MAI B� DIR6L�6Y • � . ° EDf� 1 I i ° Q ETE TO: MONY WXTH• A4°•AMAX. SHU:Pt ^ ^ tz i WITH(QIT W AT10% I? CRPAITY. •A • • • • 'I --UN A ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY 14 504 13 OR 16 375 EXTERIOR ONLY OUT SWING DOOR .00K OPTIONS ME SHEET 1.1 DWG. NO.: W98-01 Cwa► WIIVDOwS Be ODORS 101100 oo<mnrest 25 abut n6wrIL 9oddo 33172 product : Series 450 Outswing Doors & Sidelites dote : 10-20-97 Sheet 3 of 7 THIS SILL IS NOT RATED FOR WATER SS1 ADA SADDLE EXTERIOR SWEEP - MULLION #1 502 502 SMALL SIDELITE STILE (EXT. 503) AT SIDELITES V-6" WIDE OR SMALLER. 1X4 PT WOOD — SEE NOTE SHEET 3 P b{ bis b 4.812 11 EXTERIOR @ S-0 ' 0- SEALANT DOOR PM & WUN 9DELITE PANEL wm DOOR FRAME WIDTH SIDELITE FRAME WIDTH SIDELITE FRAME WIDTH os -o s�-o THIS SILL IS NOT RATED FOR WATER N RESIDENTIAL SADDLE LO E3 REFER TO SHEET 2 OF 7 FOR �- 4" WIDE SADDLE TYPICAL BILL OF MATERIALS THRESHOLD EXTERLO§ . /-540 • • • • • • • •539 • • •• • - . ......... i s . • crcra 1/4- DIA. ULTRACON 6" FROM ENDS &of ® 6" FROM ENDS & • . • • 19-3/8" O.C. AT . • • • • . FLA PE . . . CAK Wa 24" O.C. . . . .... . $ 9 CONCRETE • • • • .•07A.•O . • •' •oil 3�9 $4 l_�_t�i� • •• 8 ® S 8 JhM �9 ... . . . . ... . . • . 1/4" DIA. ULTRACON ' ® 6" FROM ENDS & 19-3/8" O.C. AT . . . . • . . . . . ... . . . .... . a. DWG. NO.: W98-01 • CAM L wINoows 8e DOORS 10100 m t wW 25 s6d mWffiL fla da 33172 product : Series 450 Outswing Doors & Sidelites dote : 10-20-97 1 sheet 4 of 7 l� 1/4" DIA. ULTRACON ' ® 6" FROM ENDS & 19-3/8" O.C. AT INTERMEDIATE ANCHORS SEE SHEET 6 a. DWG. NO.: W98-01 • CAM L wINoows 8e DOORS 10100 m t wW 25 s6d mWffiL fla da 33172 product : Series 450 Outswing Doors & Sidelites dote : 10-20-97 1 sheet 4 of 7 MULLION TYPE 1 WOE STILE-Wff STU 0 in --4.675 p- t -^j .675 F> 4.812 4.812 SS -0 SEALANT IX1 OR SIDELITE PANEL WIDTH SIDELITE PANEL WIDTH DOOR SIMILAR DS -0 MULLION TYPE 2 WIDE STILE -NARROW STILE 502 ---4.675 r � 4.812- SIDELITE PANEL WIDTH DOOR SIMILAR MULLION TYPE 3 NARROW STILE -NARROW SNLE O ,052 ExTEl00R SS -0 SIDELITE PANEL WIDTH r OS -0 Ex1ENxx1 �_ SIDELITE PANEL WIDTH ISS -O PANEL ftj PPPANEEL. WH IPAxEL 1111=11u ANEL !mm WIDTH (W) . ROOR PANEL + FIXED PANEL 2 4. MULLION PERFORMANCE CHART DESIGN LOAD CAPACITY - PW REFER TO SHEET 2 OF 7 FOR NOMINAL DDM MOLL TYPE 1 MULL TYPE 2 MULL TYPE 3 atom (7) HOW `♦ i Ext(+) W4-) PANEL ftj PPPANEEL. WH IPAxEL 1111=11u ANEL !mm WIDTH (W) . ROOR PANEL + FIXED PANEL 2 4. 0 7 MULLION PERFORMANCE CHART DESIGN LOAD CAPACITY - PW REFER TO SHEET 2 OF 7 FOR NOMINAL DDM MOLL TYPE 1 MULL TYPE 2 MULL TYPE 3 atom (7) HOW Ext(+) W4-) Ext(+) W4-) wd+) ted-) 1/8 2/0 2/0 3/0 3/8 8/8 • . . . . . 100.0 1104 100.0 1104 100.0 110.0 100.0 1104 100.0 110.0 100.0 110.0 100.0 1104 1004 110.0 - - 100.0 1104 100.0 110.0 - - 100.0 110.0 704 704 - - 1/8 2/0 2/8 3/0 3/8- 7/0 . 100.0 1104 100.0 1104 1004 1104 1004 1104 100.0 1104 100.0 110.0 100.0 110.0 1004 1104 - - 100.0 110.0 1004 110.0 - - 1/8 2/0 2/8 3/0 3/8 7/8 4 100.0 1104 100.0 1104 100.0 1104 704 70.0 100.0 110.0 - *10=0,11� - 704 704 - - - - - 1/8 2/0 2/8 3/0 3/8 8/0 10060 110.0 100.0 1104 IOU 1104 100.0 1 110.0 IOU 110.0 704 7060 IOU 1104 10060 11060 - - 100.0 1104 - - - - 10060 1048 - - 1/6 2/0 2/8 3/0 3/8 8/8 100.0 1104 100.0 1104 1004 110.0 1004 1104 100.0 1104 - - 100.0 110.0 100.0 100.4 - - 988 988 - - - 704 70.0 - - - 1/8 2/0 2/8 3/0 9/0 100.0 1104 1004 I= 1004 1104 10 1104 1004 104.1 - 0.0 - B&1 9&1 70.0 704 - - 829 829 - - - I - 1/8 2/0 2/8 3/0 704 7060 704 704 1004 1104 704 70.0 704 70.0 - - 7060 70.0 7060 7060 - - - 1/8 2/0 2/8704 3/0 10/0 7060 708 704 70.0 70.0 704 704 70.0 704 7060 - - 70.0 - - - - 58.9 598 - - - - 0 7 REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS 6 •. gin . . . . . •.. .101A.tI�N• w3 • . . . . . . . .Enr. . . AWO wE„r. �y • • • 9.8 • • • • • • • g, I f I _ eggq ypg FUk PE SS38 8T ..L. . .. 6 6� . . . .. 0611S,9pg1� ... . . . ... ,982... . . SIDVjEE 4 ANE,. 44DWH_ . . . �. 29 2012 .. .. .W DWG. NO.: W98-01 I C. Awa WINDOWS 8c DOORS 10,00 willing 25 street edemi. Noft 33172 product : Series 450 Outswing Doors & Sidelites date : 10-20-97 1 n.et 5 o1 7 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . DWG. NO.: W98-01 I C. Awa WINDOWS 8c DOORS 10,00 willing 25 street edemi. Noft 33172 product : Series 450 Outswing Doors & Sidelites date : 10-20-97 1 n.et 5 o1 7 PANEL PERFORMANCE CHART FOR SINGLE & DOUBLE DOORS & SINGLE SRIELITES (NARROW STILE SIDEUTES LIMITED TO 18' OR LESS) DESIGN LOAD CAPACITY - PSF NOMINAL DIM GLASS TYPE 'A' 7/18' COMPOSITE PANELS 1 COMPOSITE PANELS GLASS TWE 'A1' GLASS TYPES B' & Bl' MR PAS VIDTH �, PAS, HEIGHT EXT. (+) INT. C-) EXT. C+) INT. C-) EXT. C+) INT: C-) Ero 2/6 3/0 3/6 6/8 loco lio4 70.0 70.0 990.0 no 190.0H0.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 1 70.0 70.0 1 90.0 90.0 2/0 2/6 3/0 3/6 7/0 100.0 110.0 70.0 70.0 90.0 90.0 Lou 110.0 70.0 70.0 904 90.0 100.0 110.0 70.0 70.0 90.0 990.0 100.0 110.0 704 70.0 990.0 90.0 2/0 2/6 3/0 3/6 7/6 100.0 110.0 70.0 70.0 90.0 910 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 109.0 1054 70.0 704 904 90.0 2/0 2/6 3/0 3/6 8/0 100.0 110.0 1 704 70.0 904 910 100.0 110.0 704 70.0 90.0 904 100.0 110.0 704 70.0 910 904 704 70.0 704 ■ 70.0 ■ - - 2/0 2/6 3/0 3/6 8/6 100.0 110.0 70.0 ■ 704 r - - 1004 1110 70.0 ■ 704 ■ - - 1004 110.0 70.0 ■ 704 ■ - - 70.0 1 70.0 70.0 ■ 70.0 ■ - - 2/0 2/6 3/0 9/0 IOU 110.0 70.0 ■ 70.0 ■ - - 1004 110.0 704 r 70.0 r - - 1004 110.0 710 r 70.0 0 - - 2/0 2/6 3/0 9/6 70.0 704 710 ■ 704 ■ - - 70.0 70.0 704 ■ 70.0 ■ - - 70.0 70.0 704 ■ 70.0 ■ - - 2/0 2/6 3/0 10/0 710 704 704 r 70.0 ■ - 70.0 70.0 70.0 ■ 70.0 r - - 71(1 704 704 ■ 70.0 ■ LOADS�� ARE FOR DOORS USING THRESHOLD IN ANY CONOT O AND ( & W WNX WATER MTRUION REQUIREMENTS ARE NOT APPLICABLE. l� IMT -91m"9112 • is a -. io ,:.i1 L 1 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 COMPOSITE PANEL OR APPLICABLE TO DDDR/SIDELITE • MA55 UNTIED -IU S/U UATUIL UFLNING. PANLL SIZES AUM 9/U REQUIRL IHUE MUNIIN. THESE CHARTS CAN BE USED TO CHECK CAPACITY FOR SINGLE OR DOUBLE LEAF DOORS AND SIDELITES. REFER TO TABLES ON SHEET 7 TO DETERMINE ANCHORS REQUIRED. STEPS TO USE A $$1 • s 000 01. OETERBINE WINDALOAD41MED ON PROVISIONS OF 2010 FLORIDA BLDG. CODE. ®L507 • 9. *OE�TGAR.tdl& I&TEa 14LTRAMON REQUIt�ME 9M BASED ON PROVISIONSOF FBC. F,�; JAVAD MOM ••••i'•r"iY' : �l i�E.OUTSWING AND TYPE OF THRESHOLD AND LOCK OPDONS. • • 00* 4q ICHECKOTHE ILLCIlIAB!!1•EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE. CHART. CAM. amm THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REOUIREMENTS. 539 5. SELECT AND CHECK ANCHORS TO MEET LOAD. (SEE SHEET 7) 540 • • • • S• FOR"WED SIDEIQ'E REFW TO MULLION CAPACITY. . ••. • i �GN LOCK. GLASS. PANEL PERFORMANCE. MULLION OUTSIMNG TSHNG (MLEI RESIDENTIAL (SADDLE=• • • • • e c O%TS 5 AND THRESHOLD TYPES SHALL CONTROL FOR UN ?, 9 2012 • •• • • • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 1. r1uAu1 r g.m■ drawing no. W98-01 i ♦♦ Ll 3J[ IMT -91m"9112 • is a -. io ,:.i1 L 1 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 COMPOSITE PANEL OR APPLICABLE TO DDDR/SIDELITE • MA55 UNTIED -IU S/U UATUIL UFLNING. PANLL SIZES AUM 9/U REQUIRL IHUE MUNIIN. THESE CHARTS CAN BE USED TO CHECK CAPACITY FOR SINGLE OR DOUBLE LEAF DOORS AND SIDELITES. REFER TO TABLES ON SHEET 7 TO DETERMINE ANCHORS REQUIRED. STEPS TO USE A $$1 • s 000 01. OETERBINE WINDALOAD41MED ON PROVISIONS OF 2010 FLORIDA BLDG. CODE. ®L507 • 9. *OE�TGAR.tdl& I&TEa 14LTRAMON REQUIt�ME 9M BASED ON PROVISIONSOF FBC. F,�; JAVAD MOM ••••i'•r"iY' : �l i�E.OUTSWING AND TYPE OF THRESHOLD AND LOCK OPDONS. • • 00* 4q ICHECKOTHE ILLCIlIAB!!1•EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE. CHART. CAM. amm THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REOUIREMENTS. 539 5. SELECT AND CHECK ANCHORS TO MEET LOAD. (SEE SHEET 7) 540 • • • • S• FOR"WED SIDEIQ'E REFW TO MULLION CAPACITY. . ••. • i �GN LOCK. GLASS. PANEL PERFORMANCE. MULLION OUTSIMNG TSHNG (MLEI RESIDENTIAL (SADDLE=• • • • • e c O%TS 5 AND THRESHOLD TYPES SHALL CONTROL FOR UN ?, 9 2012 • •• • • • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 1. r1uAu1 r g.m■ drawing no. W98-01 NMIKl-IIIIIIII1' AT r mix TYP. ytg, STILE ANCHNS r NX n'P• 1 AM210R SPX= t. 15. ♦♦ ♦♦ `\ .� /� ♦ �7 / \♦ i ♦\ rl PANEL WIDTH A�18IE DOOR CLUSTER OF ANCH S 3. 4. 5 OR 6 (� 2 AT SIDEUTE 1 AT DOOR (5) 3 AT SIDEUTE 2 AT DOOR SEE CHART FOR CAPACITY_ NO 1-1 •' �4 MULLION ANCHORS AT SMELiTES DESIGN WAD CAPACTY-PIH+ 'B' & TYPE 'C' AT 881 6TLL rim 'C' AT 8-0 & m2 mu NOMINAL DIME ON= WAD CAPACTY-PSF 110.0 110.0 110.0 1 I DIMS PANEL C HEIGHT E TYPE 'B' I TYPE 'C' CLUSTER OF CIA8PSI4 OF CLUSTER OF CLUSTER OF CLUSTER OF 8 ANCHORS 4 ANCHORS 6 ANCHORS 8 ANCHORS 4 ANCHORS OMINAL PANEL WIDTH PANEL WIDTH PAN0. HEIGHT 2/0 2/6 3/0 3/6 6/9 1001 tto.0 tto.0 110.0 tto.0 v0 2/6 3/0 3/6 6/8.♦♦♦♦♦ 81.1 110.0 110.0 1t" 110.0 611090.7 110.0 110.0 110.0 58.6 7&1 110.0 IOta 110.0 2/0 2/6 3/0 3/6 7/0 938 110.0 110.0 110.0 1109 2/0 2/6 3/0 3/6 7/0 77.2 Ion 110.0 110.0 110.0 648 118.4 110.0 1109 110.0 838 1 74.4 1100 084 110-0 2ro 2/6 3/0 3/6 7/6 891 ,109 110.0 110.0 110.0 Wit 2/6 3ro 3/6 7/6 721 932 110.0 1100 1108 80.5 80.7 1t0.0 104.9 110.0 - 521 695 1041 90.1 110. 2/0 2/6 3/0 3/6 8/0 83.7 111.6 1108 110.0 1108 2ro 2/6 3/0 3/6 8/0 87.7 90.2 1108 IVA 1108 S68 737 110. 98.1 1108 488 632 978 948 1078 2/0 3/6 8/683.7 78.6 105.1 'In 1108 110. 2/02/6 2/6 3/0/IDTH 3/6 61/6aro 848 110.01108 1108 57.5 711 1068 924 110.0 4B. 81.4 921 79.8 1015 2/0 2/6 3ro 9/0 745 91 9 1108 08 1108 11 2ro 2/6 3ro 9/0 60.2 801 1108 104.0 1108 50.5 871 11010 871 1108 2/0 2/6 3/0 9/6 70.8 84.1 110A 1108 1108 2ro 2/6 3/0 9/6 478 7&1 1108 98.6 1108 478 no 937 827 103.8 2/087.1 2/6 3ro )oro ✓H.4 110. 1100 1108 2/0 2/6 3ro 10/0 S42 723 110.4 917 110. 444 608 91.0 788 1001 • MTG. STILE ANCHORS AT DOUBLE DOORS •' �4 8 o DESIGN WAD CAPACTY-PIH+ 'B' & TYPE 'C' AT 881 6TLL rim 'C' AT 8-0 & m2 mu OF CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF )RB 4 ANCHORS 5 ANCHORS 3 ANCHORS 4 ANCHOR$ 0 0 � y0., m Yl eeeellll 110. 110.0 110.0 110.0 110.0 110.0 110.0 1 I 939 110.0 110.110.0 05 8 1109 1109 110.0 110.0 110.0 1100 110.0 107.4 1100 110.0 110.0 095 110.0 1100 110. 707 i ma 108. 1109 110.0 1109 1100 1109 100.3 110.0 1100 1100 87.6 1100 1100 110. 71.8 107.4 100.9 110.0 110.0 110. 1100 110. 04.1 1100 110. 110. 78.4 110.0 110. 110.0 c� SSS $ ,W„ g i N N •- id O ' 57.2 1008 949 1100 110.0 110.0 110.0 170.0 888 1100 110.0 1100 739 110. 1039 110.0 831 949 89.1 110.0 1045 110. 110. 1100 83.7 110.0 110.0 1100 80.7 1045 982 110.0 99.1 1100 110. titi.0 701 110. 110.0 14n., 0&1 99.1 911 94.2 110.0 1,00 734 110.0 106.1 1629 942 89.4 1 33 ANCHORS TYPICAL ANCHORS SPACED AS SHOWN IN DETAILS AND CHARTS. TYPE 'B'- 1/4" OLA. ULTRAGON BY 'ELCO' (Fu �i77 N9, FY.155 KSI) ANCHORS TO BE AT V FROM CORNERS `♦ MAX. SPACING 24° O.C. AT HEAD & SILL. INTO 28Y WOOD BUCKS OR WOOD STRUCTURES `♦\ 1-1/2' MIN. PENETRATION INTO WOOD `\ THRU THY WOOD SUCKS INTO CONCRETE AT HEAD STEPS TO USE CHARTS: /. ♦ /- �1 1-1/4' MIN. EMBED INTO CONC. OR MASONRY I. SELECT TYPE OF ANCHOR. DIRECTLY INTO CONCRETE 2. FOR SIZE OF UNITS DETERMINE ALLOWABLE 1-1/4' MIN. EMBED INTO CONC. OR MASONRYLOAD CAPACITY. THIS LOAD CAPACITY MUST MEET OR E%CETtU DESIGN WIN g {0 EDGE DIS, jANCES g- J% • • f • • • • INTO CONCRETE AVb MASONRY o 2' MIN. • • • • R4TOrWOOD STRICTURE a 1' MIN. • • • • f i - - C BY 'ELM (Fw177 09. F. -IW t6Q DIRECTLY INTO CONCRETE AT HEAD OR SILL 1-3/4' MIN. EMBED INTO CONC. PAPIEL WIDTH s • • • INTO•CONCRUE46 f-tjL' MIN. • i i • • • i NCdtET� f'e = MW. • • • • HOLLOWOC- BWCK I'm - 2000 PSI MIN. ••• • • • • ••• • • • •• •• • •• • •• •• ••• • • ••• • • REQUIREMENT DETERMINE IN STEP 1 m $ OF SHEET 8. 4AYM AHM CIVIL L � llw<r ,v �C N 397878592 ��IIM�_•v�O3 0 drawing no. /J2 012 W98-01 sheet 7 of RM CORNER DET CORNERS TO BE SEALED WITH LOW MODULUS SILICONE SILPRUF. •• EWS END 0,*-J110j.k0W i • • i i i �1�I$tE>� DET rr ••• • w • • ••• • • • • • • • • • • • • • •• •• • • • •• •• #12 SCREWS 3/ END s 12 SCREWS ! [M V w 2/ LEG Z � d 2 ALUM ANGLE �$i h EXTERIOR ' q ' INTERIOR ADA SILL CODET Ti. #12 SCREWS a n TT 2/ LEG a N' L 2 X 2 X 1/4° Uo� ALUM ANGLE --'\ EXTERIOR I I ' IM 11nA� 4��ril���20/C ADA Qft_L ® Mr .ri0_N Now � pp T •, FIA PE p C ;3958 S -%N. � 1s -,)A drawing no. W98-01 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . .... . . ... . . . .... . . .. . . .. . . . . .... . .. . ... . . ... . ... . .. . . . .. ... .. . ... . . Le .. . .... . . . . . . . . ... .. JOB NAME: RESIDENCE 171 NE 102ND ST MIAMI SHORES , FL AtMMD � BY I DATE LOWNG STRUCTURAL ^ ELECT1111i. a PC. V., WlECHAN.Cr,L 'n �sJ BLDG .21 11 SUBJECT TO CCMPIIIAN''l Vi(!li ALL il'DE.RAl STATE AND COUNTY RULES AND REG1LAdO' a STRUCTUPA ENG4WE , OONSL)LrAP,TS, INC.' CERTIFICATE 0" AUTH. Ns. E8-0007141 CARL0s ;..t: wlliQ FZ, P.E. STRUG WRAL ENGiioi ER FLORIDA F.E. No. 54W JUN O 2 ,`�`,,991HIIfd1 oc • �� S ��iTr ' 71ED C ®�• OF :� •'�Zv,�ic� , e�� JUN 6 2014 Nm- +df dddl9i99904���{'�' NOT PART OF THIS PERMTT LEFT NOT PART OF THIS PERMrr (VENTILATION) DINING GARAGE WN -1 nt NOT PART OF THIS PERMIT FAMILY ROOM 1-01 NOT PART OF THIS PERMIT NOT PART OF/NOT �/ THIS PERMIT FRONT PART OF THIS PERMIT NOTE: MEAN ROOF HEIGHT: 14'- 6" ROOF TYPE: 5 : 12 GROUND FLOOR PLAN BATH CL CL BEDROOM NOT PART OF TMS PERMIT NOT PART OF w THIS PERMTT BEDROOM CL BEDROOM NOT PART OF THIS PERMIT r C d C'� r��' cB-Gi)Oi7St i� SIR' ; c i c:i�ihic�R FLGRiUA F.E. Ida. 54844 Nu. � 46 =. SSTAT� 0 •: �',A•• ` `•4 i '�°�IddG4796958G136'�0. DATE: 06/20/14 SCALE: 3/16"= 11 DWG. BY: M.RZ. JOB #: 06-2014 1 of 4 W U w � o r� u 1 as 0 d DATE: 06/20/14 SCALE: 3/16"= 11 DWG. BY: M.RZ. JOB #: 06-2014 1 of 4 .. . •. •• •• • .. •. • . ... . .• . . . . • • .• . . • . • • ••. . . ... . . . . ... .... . .. . ... . . ... . . % . • ••• • • • • • • • • • • • •NOTB 1 6mw FRAMt smuLLION ANCHORAGE TO MAIN STRUCTURE SEAN. BE IN STRICT ACCORDANCE • • grpl`KTHE UNITS NOTICE OF ACCEPTANCE-REFERTO PRODUCTS CONTROLS. • VOTI 4.ONLY THE ommGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENAIGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE SIRUCTURE(LE: BEAMS,COLUMNS,FRAMINi IC.) SHALT. BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE CLA23NG NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4: ALL EGRESS WI GWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. FRONT ELEVATION "A" 38-9/16" X 80-3/4"(NOMINAL) SERIES 450 OUT SWING ALUMINUM FRONT DOOR- L.M.I. N.O.A.: 12- 0706.03 ZONE 4: + 453 - 49.3 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN. GLASS .090 SAFLEX III G BY SOLUTIA PVB INTERLAYER INTERIOR LITE: 3116" H.S.GLASS F.II,yL cr.CyIiVEGR L.t)R: JA P. . 1O. 54844 2 02014 6®09me�®® Oj �d i A �iC EIV �51- Ivo.5� " V ;n•L_....., .;, , '`r'raaoltttattt7a�'� DATE: 06/20/14 SCALE: 3/16" =1' DWG. BY: M.R.Z. JOB #; W2014 2 Of 4 a U � w o o o (Q DATE: 06/20/14 SCALE: 3/16" =1' DWG. BY: M.R.Z. JOB #; W2014 2 Of 4 • • ••• • • s ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• s • • • • • s • ••• •• • • • •• ••• •• a • • • s • • • 00 NO& 1: WINDOW FRAMMMULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE • r WITH THE UNTPS NOTICE OF ACCEPTANCE-REFERTO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED W11H THM PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SEM ARE PART OF THIS PERMIT. ALL OTHER OPENING ARE NOT PART OF THIS PERMIT. NOTE 3: TIM MAIN VMM FORCE RESISTING SYSTMA OF THE STRUCTURE(LE: BEAbMCOLUMSyRAAfiNGXC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY TEE GLAZING NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4: ALL EGRESS VaNDOWS SHALL HAVE A SILL HMI T NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR NOTE 5: WDIDOW COMPANY SHALL Fffi.D VERIFY ALL ACTUAL FffiA DRAENSIONS PRIOR TO FABRICATION. RIGHT ELEVATION E. l 'Y.E. No. 54844 JUN 2 0 oRaeoscic:��. L ( • •? DATE: 06/20/14 SCALE: 3/16"= 11 DWG. BY: M.RZ. JOB M 06-2014 3 of 4 W U W E. N o � r O d DATE: 06/20/14 SCALE: 3/16"= 11 DWG. BY: M.RZ. JOB M 06-2014 3 of 4 . a 0 . . •••.••• •..- • • •• • • •• • • • • • • • • • • • • ••• • • ••• • ••• • •• • • • •• ••• • ••• • • • • •• •• • • • • • ••• •I TE 1: WINDOW FRAMSIMULLIDN ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE • WITH TBE UNITS NOTICE OF ACCEPTANCE REFER TO PRODUCTS CONTROLS. • NOT B 2: ONLY THE OPEMXGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.OA DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTS OPENINGS ARE NOT PART OF THIS PERbET. NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS,COLU?ANSj%AWnElC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4: ALL EGRESS WIMDDWS SHALL HAVE A SELL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR NOTE 5: VMDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DDMMONS PRIOR TO FABRICATION. LEFT ELEVATION NOT PART OF THIS PERMIT (VENM ATION) "B" OVERALL FRAME SIZE: 33-519"X 80-58" TAERMA-TRU" SMOOTMAR"FIBERGLASS SINGLE OUTSWINGDOOR-LMT STATE OF FLORIDA N.O.A.: FL -10537.1 ZONE 4: +45.3 - 49.3 STRUCTURAL EZNGu4EEpaW CJ�PiPi I.T Ufa _ R rLr �r=rC�7� - !lir„ ro. 55-u5077E1 P.E. i - NO. 54344 JUN o � 7. ?...' Sifi�L OF •' � "'=JJJariS15�'�11�, DATE: 06/20/14 SCALE: 3/16" =1' DWG. BY: M.R.Z. JOB #: 06-2014 4 Of 4 z a 0 DATE: 06/20/14 SCALE: 3/16" =1' DWG. BY: M.R.Z. JOB #: 06-2014 4 Of 4