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WS-12-1523Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 180519 Scheduled Inspection Date: November 29, 2012 Inspector: Bruhn, Norman Owner: PARKER, LINDSEY Permit Number: WS -8 -12 -1523 Job Address: 2 NE 108 Street Miami Shores, FL 33161 -7036 Project: <NONE> Contractor: AMERICAN STORM PROTECTION Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)807 -4045 Parcel Number 1121360110080 Phone: (305)264 -0446 Building Department Comments INSTALLING 8 IMPACT WINDOWS, 3 IMPACT DOORS 1 GARAGE DOOR AND 1 STORM PANEL 08/22/2012 - NEED TO PAY NEW FEES. As 08/24/2012 - PAID Infractio Passed Comments INSPECTOR COMMENTS False Failed //37 01_ Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 177257. Gargage door not ready. Openings 1 and 2 are single hung. provide PA and revision. NB November 28, 2012 For Inspections please call: (305)762 -4949 Page7of25 1/2412— BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Type: NOV 0 12ji9? FBC 20 IP Permit No. WS- S- i2 -).55 Master Permit No. ROOFING JOB ADDRESS: - Ai £ / D g 57 City: Miami Shores County: Miami Dade Zip: .33/(0 / Folio/Parcel #: it r2 /3 CO / /00 570 Is the Building Historically Designated: Yes NO ✓ Flood Zone: OWNER: Name (Fee Simple Titleholder): Phone#:(30O 7/0-915 ' Address: /) ,O 2 57 city: t-4i A ail Sib2iS State: Zip: 53 / 4. Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: /Wet' off CAR) C O 4,071aCieloY1 s[Phone#: Address: / 0 0 / A/ W / L S. l- Ss..7& % A3 city: 1-4 l A /Vl I state: ;I— Ci. • Zip: 3/7Z Qualifier Name: 4.0-4 R.Jh 4-4 Ol r i d e,� — Phone#: State Certification or Registration #: CGG /6/327 V Certificate of Competency #: Contact Phone# ,.° OS) 5 / 3 " DK/ LA Email Address: ,Lo d ADM ( ASP 10441I0 • C'. DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: °Addition °Alteration °New ORepair/Replace °Demolitiion Description of Work: i1 /'IaM9 uAl c Prom rson,j M /sue Give G 40 Color thru tile: ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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 FT,FCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence o posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature °I—AM Owner or Agent The foregoing instrument was acknowledged before me this 3I dr day Oct Y of , 20l2 , by A��n,a NonlA who is personally known to me or who has produced As identification and who did take an oath. CIS'sr+uezi RIGOBERTO JESUS CUESTA MY COMMISSION 4 EE 051340 EXPIRES: Apr1127, 2015 Bonded live Budget Notary Services NOTARY PUBLIC: Sign: 7-J Print: g1L306E1 A My Commission Expires: A gi"j t2'7/0 5" Signatur Contractor 7 The foregoing instrument was acknowledged before me this .3/$ day of l A , 20 )1., by sl2 6QA%7P,�%i who is personally known to me or who has produced ff as identification and who did take an oath. NOTARY PUBLIC: Sign: .ter Print: Re) �EL7ZJ - FS/f% My Commission Expires: A a7 ZB 40.1.2N, RIGOBERTO JESUS CUESTA * MY COMMISSION 4 EE 051340 EXPIRES: ApnI27, 2015 `O Bonded Dm Budget Natal Sens ** *a«**** ** * ***** * * *e ******************* ****** ***m *****m** * * * *** * * *** *31:31: * ****** ***** * * **** ******** * * * * * * * * APPROVED BY Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /1O/2009)(Revised 3/15/09) Zoning Clerk Permit No: Job Name: 2010 Miami Shores Viiiage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Jorge Rodriguez 305 - 795 -2204 NOV 0 , Z012 0 Q Permit Schedule ( n� Number Family and Type Assembly Description Product Approval DP Required Design Pressure Frame Color Frame Type Glass Type Corr Comments Town & Country_+luminum Panels: 75 x 51 Window Treatments FL113982 57/-87 opening #5 1 TM SH 26x38 win 2®0 a 13 ,05 +40.1/ -53.6 +801 -90 White Aluminum 7/16 (A) Grey white Inner layer 2 TM SH 26x38 t12:02 0 .05 +401/516 +80/ -90 White Aluminum 7/16 (A) Grey white Inner layer 3 Trinity _Glazed Fiber lass Single Door: 3-0 x6 -8 Interior Doors FL15255.5 +40.1/- 53.6 +60/40 Fiberglass HINGE RIGHT r Q 0 fi LJ in LI 4 TM Swing Single Door_249: 38° x 80" Exterior Doors 12- 0208.14 +40.1/-53.6 +80/-80 � Aluminum A dray HINGE RIGHT LO-E o, '-`- H a c, 6 Amen Garage Doors:9'xT Overhead Doors 12 -0228.01 57/-87 _- 7 TM _Swing Single Door 230: 38" x 80° Exterior Doors 12- 0308.35 +40.11 -53.6 +80-90 White Aluminum A Grey HINGE LEFT LO-E CO `1 8 TM Horizontal Roger 805 XOX: 111 "x63° Windows 12 -0321.02 +40.1/ -53.6 +80/-90 White Aluminum Grey XOX 1/4- 12/ -1/4 LO-E I ° = 9 TM Horizontal Roller 805 XOX: 111 "x83" Windows 12 -0321.02 +40.1/-53.6 +80/-90 White Aluminum Grey XOX 1/4-12/ -1/4 LO-E ; �� E r i , j F 10 TMr Horizontal Romer 805: 74°x50 5/8" Windows 12 -0321.02 +40.11- 53.6 +80 /-90 White Aluminum 7/18 (A) Grey OX LO-E R ; - ! L; = ; r , _ 11 TM Horizontal Roller 805: 531/8° x 38 3/8° Windows 12-0321.02 +40.11- 53.8 +801-90 White Aluminum 7/18 (A) Grey XO , LO-E 1 ( ,_ , : r� 12 TM Horizontal Roller 805: 74" x 38 3/8" Windows 12 -0321.02 +40.1/- 53.6 +80/-90 White Aluminum 7/16 (A) Grey OX LO-E —' - :.. 13 TM Horizontal Roller 805: 74" x 38 3/8" Windows 12 -0321.02 +40.1/ -53.6 +80-90 White Aluminum 7/16 (A) Grey XO LO-E ASP WINDOWS & DOORS Tony Tonana 2 NE 108 Street Miami Shores, Fl 33161 Description ° PERMIT SCHEDULE E el 5T N Project number 12001 Date 06117/2012 105 www.aspwindows.com D�'� Cation Checked by Checker soars 0 Q MIAMI COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) . BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315 -2590 F (786) 3152599 www.miemovioere/ T. M. Windows, LLC. 601 N.W. 12th Ave. Pompano Beach, FL 33069 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 PERA - 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. PERA 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, includin the Hi Velocity Hurricane Zone. DESCRIPTION: Series "605 " Single Hung Aluminum Window (reinforced) APPROVAL DOCUMENT: Drawing No. W06-34 Rev E., titled "Series 605 Aluminum Single Hung WDW.(LMI) ", sheets 1 through 7 of 7, prepared by Al- Farooq Corp., dated 04 -24-06 and last revised on APR 25, 2012, signed and sealed by Javad Ahmed, 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 Resistant 11 ) liM on. 1. Exception: Glass type I (sheet 4) is j approved for Small Missile Impact Rating & shall not be installed above 30' above the grade. 2. See Design Pressure Ratings size VS glass type and reinforcement type in sheet 1. All United installed with optional Fin -mount are limited to max Dp = +/- 61.0 psf. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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 there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed hi 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 Ofl'rcial. This NOA revises & renews NOA # 09-0604.24 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No 12- 0213.05 Expiration Date: July 05; 2011 Approval Date: May 03, 2012 Page 1 T. M. Wiudows.'LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09- 0604.24) 2. Drawing No. W06-34 Rev E., titled "Series 605 Aluminum Single Hung WDW.(LMI) ", sheets 1 through 7 of 7, prepared by Al- Farooq Corp., dated 0424 -06 and last revised on APR 25, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS (transferred from file # 09-0604.24) 1. Test report on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Large Missile Impact Test, TAS 201 -94 4) Cyclic Loading Test, per TAS 203 -94 along with installation diagram of an aluminum Single Hung window, prepared by Fenestration Testing Laboratory Inc., Test Report No. FTL -5439 dated 12 -10-07 and FTL -5742 dated 01- 22-09, both signed and sealed by Michael S. Wenzel, P.E. 2. Test report on (Transferred from file # 07- 0404.04) 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 4) Large Missile Impact Test, TAS 201 -94 5) Cyclic Loading Test, per TAS 203 -94 along with installation diagram of an alum Single Hung window, prepared by Fenestration Testing Lab Inc., Test Report No. FTL -3975 dated 10- 22 -03, FTL -3755 dated 03 -24-03 and F°1L -4514 dated 01- 25-05, all signed and sealed by Edmundo Largaespada, P.E. 3. Additional test report No. CTLA -416W dated 04 -11 -00 issued by Certified Testing lab w/ addendum letter Jan 22, 2002, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor Verification calculations complying w/ FBC 2010, prepared by AL- Farooq Corp. , dated JAN 18, 2012, signed &sealed by Javad Ahmad, P.E. 2. Anchor Verification Calculations & comparative analysis complying w/ FBC 2007, prepared by AL-Farooq Corp. , dtd 05- 15 -09, -signed &sealed by Arshad Viqar, P.E. (file#09-0604.24). 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. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Sai%x Clear or colored interlayer ", expiring on 05/21/16. 2. Notice of Acceptance No. 12- 0130.01, issued to Cytec Industries Inc. for "Uvekol S laminated glass interlayer ", expiring on 02/08/2014. F. STATEMENTS 1. Statement letter of conformance FBC 2010 and letter of no. financial interest, prepared by Al- Farooq Corporation, 01/13/12, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest, prepared by Al- Farooq Corporation, dated 05/28/9, signed and sealed by Arshad Vigar, P.E. (file # 09- 0604.24) 3. Lab compliance as part of the above referenced test report G. OTHER 1. This NOA revises & renews NOA # 09- 0604.24, expiring on April 21, 2016. 2. Test proposal # 07 -3765 approved by BCCO dated Feb. Oft 7. , j 11 'at q 1. Chanda, P.E. Product Control Examiner NOA No 12-0213.05 Expiration Date: July 05, 2017 Approval Date: May 03, 2012 E -1 THESE WINDOWS ARE RATED FOR LARGE Pr SMALI. MISSILE IMPACT, SHUTTERS ARE NOT REQUIRED. SERIES 808 ALUMINUM SINGLE RUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. FALSE HUNT= (SURFACE BE USED 53 1/8° _ 53 1/8° WINDOW WIDTH 48 1/4" 8 1/2° VAx. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVN2). IBY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN 114 THESE DETALS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO METAL SCREWS: THAT COME INTO CONTACT WITH OTHER DISSIMILAR MAT SHALL MEET THE REQUIREMENTS of THE FLORIDA BLDG. CODE SECTION 2003.8.4. D.L. GPO. (VENT) 80 I /8° TYPICAL ELEVATION EQUAL LITES (SEE DESIGN CAPACITY CHART) FALSE MUNTAL4 (SURF eaC APPUED) WINDOW WIDTH 48 1/4° D.L. �0. 8. (FIXED) 21° MAX. HEAD /sal { 11 i /• ii %% III n n n u o ii 1 XI 1 11 u R II u II �� ii ,/ il ii n II H II n 47 3/4° D.L. GPO. (VENT) 50 1/8° VENT WITH 1 ao 5 1 /r MAX. COMERS TYPICAL ELEVATION WITH OPTIONAL FIN EQUAL UTES (OMIT DESIGN CAPACITY TO *61.0 PSF MAX.) • D.L.O. WIDTH (FIXED) WINDOW WIDTH - 4.878° D.L.O. WIDTH NT) = WINDOW WIDTH - 5.37$° : D.LO. HEIGHT - WINDOW HEIGHT /2 - 4.5° LAMINATED GLASS INSUL. LAM. GLASS LARGE MISSILE IMPACT APO 5 2012 drawing no. W06 -34 sheet 1 of 7 ) OW IMM. il II ll It I II D.L. �0. 8. (FIXED) 21° MAX. HEAD /sal { 11 i /• ii %% III n n n u o ii 1 XI 1 11 u R II u II �� ii ,/ il ii n II H II n 47 3/4° D.L. GPO. (VENT) 50 1/8° VENT WITH 1 ao 5 1 /r MAX. COMERS TYPICAL ELEVATION WITH OPTIONAL FIN EQUAL UTES (OMIT DESIGN CAPACITY TO *61.0 PSF MAX.) • D.L.O. WIDTH (FIXED) WINDOW WIDTH - 4.878° D.L.O. WIDTH NT) = WINDOW WIDTH - 5.37$° : D.LO. HEIGHT - WINDOW HEIGHT /2 - 4.5° LAMINATED GLASS INSUL. LAM. GLASS LARGE MISSILE IMPACT APO 5 2012 drawing no. W06 -34 sheet 1 of 7 ) DESIGN LOAD CAPACITY - PEP (807H ALIMINDN REINFORCING) 31N00W DIM. GLASS TYPE 'C' GLASS TYPES °D' & 'D' 11I182 TYPE '11 MASS TYPE '0 , :: TYPE '6' GLASS TYPE '1' GLASS TYPE '3' WIDTH HEOUT EXT.( +) INT.( -) EKL( +) 1NT.( -) EIR,( +) INT.(- E8r.( +) 1N7.(- .( +) 1NT.( -) E1G.( +) 1811-) EXT.( +) 1NT.( -) 19 -1/8' 28 -1/2' 37' 53 -1/8° 28" (4) 70.0 70.0 81A 81.0 80.0 80.0 ..,■,- 80A 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70,0 810 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 81.0 81.0 80.0 60.0 80.0 80.0 80.0 80A 80.0 80,0 80.0 80.0 70.0 70.0 81.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19 -1/8' 28 -1/2' 37' 53-1/8° 314-3/8° (4) 70.0 70.0 81.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 800 80.0 70.0 70.0 01.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 81.0 61.0 80.0 80.0 80.0 80.0 80.0 BOA 80.0 60,0 80.0 BOA 70.0 70.0 81.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19 -1/8" 28-1/2" 37° 53-1 /8" 60 -6/8° (6) 700 70.0 01.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 . 81.0 81.0 80.0 80.0 80.0 60.0 80.0 80.0 800 80.0 80.0 80.0 70.0 70.0 61.0 81.0 80.0 80.0 880 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 81.0 81.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19 -1/8" 28 -1/2° 37° 53-1/8" 68 -8/e' (6) 70,0 70.0 81.0 81,0 80.0 800 80.0 80.0 80.0 000 80.0 80.0 60.0 80.0 70.0 70.0 81.0 81.0 80.0 80.0 80.0 80.0 80,0 80.0 80.0 80.0 80,0 80.0 70.0 70.0 01.0 61.0 80.0 8.0 80.0 80.0 80.0 80.0 83.0 80.0 80.0 80.0 70.0 70.0 81.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19 -1/8' 20-1/2' 37' 53-1/8' 6S, (6) 70.0 70.0 610 610 800 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 70.0 70.0 81.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 81A 81.0 80.0 80.0 80.0 BOA 80.0 80A 80A 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 600 80.0 80.0 80.0 80.0 80.0 19 -1/8' 28 -1/2" 37" 33 -1/8" 72° (7) 70.0 70.0 81.0 T 81.0 800 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 131.0 81.0 800 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80A 70.0 70.0 51.0 61,0 890 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - _ 61.0 81.0 - - 80.0 60.0 80.0 80.0 78.2 78.2 80.0 80.0 19 -1/8' 28-1/2' " _ 70.0 700 81.0 131.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 76-3/4' m 70.0 70.0 81.0 81.0 80.0 80.0. 80.0 80.0 800 80.0 80.0 80.0 80.0 80.0 70.0 70.0 81.0 51.0 80.0 80.0 80.0 80.0 80.1) 80.0 80.0 80.0 80.0 60.0 - - 61.0 81.0 - - (`77A 80.0 80.0 74.6 74.5 60.0 800 24" 30" 38" 42" 48' 54" 70.0 70.0 81.0 61.0 80.0 80.0 .0 80.0 80.0 80.0 80.0 800 80.0 80.0 70.0 70.0 81.0 61.0 80.0 80.0 80.0 80.0 80.0 80,0 80.0 80.0 80.0 80,0 70.0 70.0 81.0 51.0 80,0 80.0 80.0 800 80.0 80.0 80.0 600 80.0 80.0 70.0 70.0 81.0 81.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 70.0 70.0 61.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 81.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24" 30" 36° 42' 48" 64° (8) 70.0 70.0 81.0 51.0 80.0 60.0 80.0 80.0 500 80.0 80.0 80.0 800 80.0 70.0 70.0 r 61.0 81.0 20.0 800 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70,0 61.0 61.0 80A 80.0 80.0 80.0 80.0 800 80.0 80.0 80.0 80.0 70.0 70.0 01.0 81.0 80,0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 810 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70,0 81.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24' 30° 38° 42' 48" 84' 70.0 70.0 81.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 51.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 800 80,0 80.0 80.0 70.0 70.0 81.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 81.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - 81.0 01.0 - - 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - 81.0 61.0 - - 79.1 781 78.1 79.1 78.8 70.8 754 78.4 24" 30° 38' 42" 48' 70.0 70.0 81.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 81.0 01.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 84 - - 51.0 81.0 - - 80.0 80.0 80.0 80.0 80.0 80.0 60.0 50.0 (8) - - 81.0 61.0 - - 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 - - 61.0 81.0 - - 80.0 80.0 60.0 80.0 77.6 77.8 80.0 80.0 . 6J PARENTH8 65 IWICATE N0. OF ANCHORS PER OMB DESIGN LOAD CAPACITY - PM, (HITH STEEL REINFORCING) MINIM DENS, GLASS TYPE 'F" 180TH HEIGHT 1331T.( +) 1118d -) 19 -1/8° 80.0 115.0 28 -1/2° 26' 80.0 115.0 37° (4) 80.0 116.0 533 -I/8° 80.0 115.0 19 -1/8° 80,0 116.0 28 -1/2' 313 -3/6' 80.0 116.0 37' (4) 80.0 118.0 53 -1/8° 80.0 118.0 19 -1/8" 80.0 115.0 28 -1/2° 60-6/8" 80.0 119.0 37" (6) 80.0 115.0 53 -1/8° 50,0 115.0 19 -1/8° 80.0 115.0 28.1/2" 66-6/8" 80.0 115.0 37° (8) 80.0 115.0 63 -1 /8° 80.0 115.0 19-1/8° 80.0 116.0 28 -1/2' 80.0 1100 37' 63° (6) 80.0 115.0 83 -1/8° 80.0 115.0 19 -1/8" BOA 115.0 28 -1/2° 72" 80.0 115.0 37" (7) 80.0 115.0 19 -1/8' 80.0 115.0 28 -1/2" 78 -3/4° 80.0 115.0 37° (» 80.0 115.0 24' 80.0 116.0 30' 80.0 116.0 38° 80.0 116.0 42" 48" (6) 80.0 115.0 48° 80.0 115.0 64° 80.0 119.0 24' 80.0 116.0 30" 80.0 118.0 38' 80.0 115.0 42° �) 80.0 115.0 46° 80.0 115.0 94° 80.0 118.0 24" 80.0 116.0 30" 72" 80.0 115.0 36' (7) 80.0 118.0 42° 80.0 118.0 24" H4• 80.0 115.0 30" (8) 80.0 118.0 i 6 V () N0. IN PAtENTN680i 8011EAU N0. OF ANCHORS PER 4. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 Engir NOM INCA, 76692 1 A`1 26 2012 a draw ng no. W06 -34 sheet 2 of 7 1/8" ANN. GLASS 3/18° ANN. GLASS 3/18' ANN. GLASS 3/18" NEAT STREN'D GLASS .120" INTODAYER .120" INTERIAATER UVEKOL -UQ RESIN UYENOL -1.10 t8S111 MO" SA�fliX 00 KB 13Y SOLLMA UUVEKOL RESIN 1/8" ANN. GLASS 3/18° ANN. GLASS 3/18° ANN. GLASS 3/18° HEAT STREW° GLASS SILICONE r SILICONE DOW CORNING 995 DOW CORNING 995 GLASS TYPE 'C' GLASS TYPE GLASS TYPE 'E' GLASS TYPE le 1/8° ANN. GLASS 1/8" HEAT SIREND GUESS SAILER �PVB BY SE LUTIA SAFLO( 111 � BY SOLUTIA 1/8" ANN. GLASS 1/8° HEAT STREN'D GLASS 1/8" TEMP. G1AS5 1/4° AIR SPACE 1/8" HEAT STREN D GLASS .090" INTQBAYER SAFLER 1110 PVB BY 'SOWTiK 1/8" HEAT STREN'D GLASS SILICONE GE RG5.7700 GSILICONE 05 00 GE ��7700 SILICONE r -.- 7E4 GLASS TYPE GLAZING OPTIONS PR 25 20!! droning no. W06 -34 (sheet 3 of 7 ILLUSTRATIVE DTLS. OILY ENT. OR INT. NOSHES NOT BY TM TYPICAL FINCH= SEE ELEV. FOR SPACING EDGE DIST. TYPICAL ANCH0RS SEE ELEV. FOR SPACNO TYPICAL. ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE EIEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE amt. ITIR mate 1/4" DIA- TAPCON BY 'ITW` (F1-120I . F-O2 tit) 114" DIA. LRTRACON BY 'ELCO. (Rm177 NSL FF.186 N&) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy a 38 KSI MIN.) AWMINUM 1/8" THK. MN. (8083 -T9 MIN.) (STEEL IN CONTACT WITH ALUMINUM TD BE PLATED OR PANTED) TYPI A !DOE DISTA INTO CONCRETE AND MASONRY o 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 1/2' MIN. CONCRETE AT HEAD, SILL OR JAMBS I'o • 3000 PSI M. 0 -90 HOLLOW/RUM ROCK AT JAMBS fm - 2000 PSI MIN. SEALANTS; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYUC SEALANT. WEEPHOLES: W1 - 1/2" LONG NOTCH AT EACH END OF INTERIOR LEG W2 - 7/8" LONG NOTCH AT EACH END OF EXTERIOR LEG TYPICAL ANCHRS SEE ELEV. FOR SPACING drawing no. W06-34, (shoat 4 01 7 ) 1/4" MAX. SI®! STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 61 • mm- s= TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR D.L. OED. (FIXED) TYPICAL ANCHOR'S SEE ELEV. FOR SPACINGS TYPICAL ANCHORS SEE ELEV. FOR SPAYING 1/4' MAR. 1/4' SHIM 114 . FRAME WITH FIN OPTION AMU -DADE COUNTY APPR.D WPM NULUON 7 SEE SEPPIMTE 6(06 17836 PART # CRY. =SCRIPT= MATERIAL MANP./ 1 096 -38783 1 FRAME HEAD 8093 -T8 - 2 0W -37731 1 FRAME Slid. (4" 180H) 8083 -T8 - 2A 80.-3508 1 FRAME S U. (3" HIGH) 6953 -T8 - 3 9W -31445 2 FRAME JAMS 6093 -T8 - 4 GW -36708 1 MEETING RAT. 8083 -T1 - 8 GT6 -30655 1 VENT TOP RAIL. 8093 -T6 - 6 OW -37730 1 VIM BOTTOM Ram (4° SILL) 6063-TO - BA GW -37559 1 VENT BOTTOM RM. (3" 5L1) 6063 -T6 - 7 099 -31634 2 VEM JAMS STILE 5083 -16 - 8 OW •31470 2 VENT 510? 6063 -T5 - 9 19 -55 4/VENT GLAZING BEAD MOLE 8063 -T5 - OA TM -123 4/VENT 6102010 BEAD 8063 -11 - 9S 106 -176 4/VDIT MONO BEAD 8083 -TOO - 9C TM -181 4/VENT GLAZING BEAD (54519.. LAM. MASS) 6083 -16 - 10 18 2 1/2" 12/VENT SUMO ANGLE SCREWS STEEL P61 616 11 4037 (1) 26RIP F64 SEA. WEATHERSTRIP - 1DO.Rat/FRAME S51 62 2240 (1) STRIP FIN SEAL WEATHERSTRIP - VEHT TOP 13 3722 (2) IMP FIN SEAL WEATHERSTRIP - VENT JAMS STILES 14 - ° 2 1 1/2°.7/8'x3/4° FINSEAI. PAD - FRAME SILL CORNERS 15 - 2/VENT LATCH LOCH AT 8" 650 1 E105 CAST VENT TOP 1511 611 -118A 2/VENT SPRING LOADED EGRESS LOCK 5083 -T6 VENT BOTTOM 5*. 16 - 4/VENT VENT GUIDE NYLON VENT NT. CORNERS 17 - 2 /REM' CALDWELL SPIRAL BALANCES - AT FRAME JAMBS 18 WYR -9302 2/VENT BNANCE COVER VNYm FRAME HEAD /JAMBS 19 N59 2/VENT CALDWE1.1. BALANCE CUP - VENT BO1T. CORIMRS 20 - 2 /12 x 3/4" P.N. SL6 STEEi. (1) AT EACH 96ANCE 21 - 6 /12 x 1" Pd. SUS STEEL FRAME CORNERS 22 - 8 110 x 1" P.X. SOS STEEL VENT COQ 23 - 4 /8 x 3/4° FA EMS. 21226. (2) AT EACH LATCH 24 - 4 /B It 3/8' F.H. EMS. STEEL AT FA MASTIC GUIDE 25 - 1 1x1 3/18x3 /4x1/6" CHANNEL SIEEI. AT VENT FOP 25 - 2 1x1 /4 7H1444' LONG BAR ALUM. (1) AT FA MTG. RAIL END 1 27 - 1 1/2.1x1/211/" CHANNEL STEEL AT MEETING RAIL. 28 TM -161 2 FN TRIM FOR JAMBS 8083 -68 - 29 106 -163 1 FN TRIM FOR HEM 6063 -18 - 30 TM -184 1 PIN 16N1 FOR SILL 6083 -0 - 31 TM -679 1 MTG. RAIL REINFORCING CHANNEL 6083 -68 AT MEETING RAIL 32 706 -678 1 TOP RAIL. REINFORCING CHANNEL 6063 -T5 AT VENT TOP TYPICAL ANCHORS SEE ELEV. FOR SPACING b EXTERIOR WINDOW WIDTH _ WIDOW WIDTH D56 ETA PE MAD ®AMMM CAN. 3858 MR= MUM PrIN► AvelptatesikASV- Ifiata i 3 5 u d drawing no. W06 -34 (9he°t 5 of 7 ) 1.425 - .125 .082 f e' �/ .. •. 3.882 .847 .992 3. 9 1.&80 3.099 ,.SW ,�0 _.t 0 O $ C w a d1 3 � I ( 1.092 MTG. RAIL t ^ i 7 , 1.800 \ I 1�� MTG. RAIL REINFORCING. ALUMINUM 3.168 Q FRAME HEAD 1 I- _�- 1.926 A48 .405 3.997 REINFORCING$ STEEL 1.000 O FRAME 2.378 JAMB ® NAIL FIN (HEAD) ,.290 sot .388 592 3.340 1.988 2.188 No __.__, 938 , .900 1.1e7 ,�,-,, .750 _i 1.1are eta o9a 2.100 yQ T.M. WINDOWS LLC. 601 N.W. 12TH AVE. POMPANO BEACH, FL. 33089 TEL (854) 781 -4430 FAX. (954) 781 -5078 vl .9TH .126 TOP RAIL RENFORCING ALUMINUM 1.376 RAIL TOP RAIL REINFORCING STEEL B Q VENT •� STOP 4Q F9fED MEETNO 2.800 ® NAIL FIN WALE) .163 1.375 1.188 3.199 r` ® .540 GLAZING .600 -� 9231 SEARS 1. r- -I - .052 2250 1�` 082 3.277 q7 t✓ -, 11 092 :324 _ 1.214 1 889 - ._fr.� ORIMPUTN " Li1Mo ARimonMe - . " or �NB+MnR k 7497L= 1.000 Oi SASH SIDE RAIL ® LATCH LOCK 1 GUM & MOOS 5O. I LIMO FOR 2707 F C ® VENT TOP RAIL ® NAIL FIN (SILL) 2.202 .997 3245 ...w f.. • .082 I _._._ r 3.248 A._,----1 4347 .082 987 .082 1 1 _ t 2.830 3.927 3.439 2.839 �1� L-1-,-1 3.389 oea Ij 3.812 3.330 .684 ILL' • muem .1 ..--. Y ,_. b .6. /^ / 11//••//// 11( N1itl'D, PE L71.9112 APR'2.5,20C 1.375 VENT BOTTOM RAILS 1.375 - ® �".__. drawing n0. X106 -34 3.141 - 3.141 Q2 FRAME SILLS O NOTE: EITHER 991 CAN BE USED (sheet 8 of 7 ) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 B ING PERMIT APPLICATION ECEUVE AG 16 `: e FBC 20 CO Permit No. Master Permit No. WS • 842- J52 Permit Type: BUILDING ROOFING JOB ADDRESS: ci A( E. 10 A sr City: Miami Shores County: Miami Dade Zip: 33 /6 / Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): L;AitisFy rArk i2 T5. NO Ala Phone#: 3/ 7/0 -9/62 Address: e2 N E /08 67 City: M/ A i1 1 '� State: Ft, Zip: 3.W 41 / Tenant/Lessee Name: Phone#: Email: LTANOIJPI (3 G,A..(, •COQ CONTRACTOR: Company Name: A I tilEidCA'A) IOQ44.4 Ada-anew phone(WK) 543-051V Address: /0 3 0 / ) / /03 City: / f / /1'M ; State: r ., Zip: 2,3/ 72— Qualifier Name: - o & a ha, i IROd i-t 9 d P✓ 7/ Phone#: V9 Li -8/07 State Certification or Registration #: CG C /5/ 3 2 7 Certificate of Competency #:, Contact Phone#: COS) 513 — OE; J 47/ Email Address: Lo V C.D E S (J 4&) / NG%ra)6 • Cis-ii) DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ /9e2 Squarellinear Footage of Work: LAO Type of Work: ❑Addition Alteration ❑New i tepair/Replace ❑Demolition Description of Work: i) i , 4 e l.)i,i//e) LOS ('') 0) (a e Ol" (i) s-tOrrn fr.7e. Color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ Co /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ VMS • 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature C tif,irf unelP Owner or Agent The foregoing instrument was acknowledged before me this / day of A/9 , 20 a, by IJM LS ,' Ttfe*J who is personally known to me or who has produced CJiiKS As identification and who did take an oath. NOTARY PUBLIC: moo`; =PUB4, RIG BERTO JESUS CUESTA * MY COMMISSION # EE 051340 EXPIRES: April 27, 2015 Bed nsu Bolget i &vices Sign: 4.-J t (L Print: RICPO bEr/v 1.. (i P.SYA My Commission Expires: ** * * * * * ********as ******** * **1a*** APPROVED BY Contractor The foregoing instrument was acknowledged before me this %, -m- day of , 20 11, by a-/ 4 p' 2 who is personally known to me or who has produced / as identification and who did take an oath. NOTARY PUBLIC: 4,is c RIGOBERTO JESUS CUESTA MY COMMISSION # EE 051340 XPIRES: April 27, 2015 Sign: 1 "" t ( Bo , Thru Budget try Semis Print: Ri& 019E4) ? C.t4 8S My Commission Expires: ******************************************** * * ** * * * * * * * * * * * * * * * * * * * * * * * * * ** ‘14i—Plans Examiner Zoning Structural Review (Revised 3 /12/2012)(Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MR- BE POSTED ON THE JOB SITE AT TIME OF FIRST P&1ECICN PERNET NO. TAX FOLIO N0.11 -2136 - 0II -Ob O STA1E: OF FLORIDA: COUNTY OF MIAMI -DADS STATE OF I H REBYC 0 ?ipIIl filed in 11-E UNDERSIGNED hereby gives notice that improvements will be made to L`CMt 1'!1J! property, and in accordance with Chapter 713, Florida Statutes, the following infmtetiqk is provided in this Notice of Commencement By 111111111111111111111111111111111111111111111 CFN 201280591.883 DR E.i: 28238 F's 0196/ tips RECORDED 08/22/2012 201 10:44:42 HARVEY RUVIN? CLERK OF COURT MIAMI-DACDE COUNTY FLORIDA LAST PAGE LCRJDA, COUNTY OF LADE 9TIFY that this Is copy of t is n -- on Coy of A D 20_,jZ___ nd tend OThciol 5431. iNJ, CLERK, or 3ircuan4„minty Courts 1. Legal description of property and street/address: R6.51 06.44;01/ -2. AJ6— /b 8 ST Mift�< i ' c.Ps, /4! 33/ 4 / 2. Description of improvement: 9111/ i* t do ®' AG. AGE >;00 3. Owner(s) name and address: A .4hod /A NOVA c2 NE 102 ST M' A N 1 Sf'FoRRS L 3/d / Interest in property: Name and address of fee simple titleholder. /t/1/4 4. Contractor's name and address: ,4»leRrCAit) StP.I4 /o2o/ NW /I sr- STe /03 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: 4)/4 Amount of bond $ /(/ %A- 6. Lender's name and address: A114.0-1i 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 yea the date of recording unless a differ-nt date is specified) Signatur : er Print Owner's Name PtaiikoopAniOltia Sworn to and subscribed before me this cf7kl day of Notary Public/ r 1 Print Notary's Name Rtldb6(�/1 U,W /A My commission expires: 113_01-30 8/04 PAGES Prepared by JD 02.06,5 1 �L�L Auces . 201 Z- / Address: 7 _()__6a1 but /fku)I 'i- G'�� /6 RIGOBERTO JESUS CUESTA * Z! * MY COMMISSION # E E051340 CXPIRESp. AApr1112f,7,,2015 l9'FOFR0Q`0 T�W'wwy°'.wm7 Prepared by and return to: DEBORAH A. TOCCI COOPERATIVE TITLE AGENCY OF FLORIDA, INC. 12169 Sheridan Street Cooper City, FL 33026 954- 392 -9994 File Number: 12 -337DT Will Call No.: Parcel Identification No. 11 21360110080 { 11111111 1101 HEIN 111111111 1110111111111 CFM 26 12R041`'16944 OR Bk 28183 Pas 3132 - 3133; (2pas) RECORDED 07/11/2012 12:1421.5 DEED DOC TAX 1040.00 HARVEY RUVIN, CLERK OF COURT PIIAMI -DADE COUNTY, FLORIDA (Space Above This Line For Recording Data] Warranty Deed (STATUTORY FORM - SECTION 689.02, F.S.) This Indenture made this 5th day of July, 2012 between Miami Property Solutions, LLC, a Florida limited liability company whose post office address is 190 NE 111 Street, Miami Shores, FL 33161 of the County of Miami -Dade, State of Florida, grantor*, and Lindsey Parker Tenons a married woman whose post office address is 2 NE 108 Street, Miami Shores, FL 33161 of the County of Miami -Dade, State of Florida, grantee *, Witnesseth, that said grantor, for and in consideration of the sum of TEN AND NO /100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida, to-wit Lot 8, Block 210, DUNNING'S MIAMI SHORES Extension No. 7, according to the Plat thereof as recorded in Plat Book 52, Page 33, of the Public Records of Miami -Dade County, Florida Together with all the tenements, herditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD the same in fee simple forever AND the Grantor hereby covenants with said grantee that the grantor is lawfiilly seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2011. * "Grantor' and "Grantee" are used for singular or plural, as context requires. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. DoubleTlmes State of Florida County of Broward OR BK 28183 PG 3133 LAST PAGE (Corporate Seal) The foregoing instrument was acknowledged before me this 5th day of July, 2012 by Edward Miller, Managing Member of Miami Property Solutions, LLC, on behalf of the corporation. He/she [i is perso - y known to me or [X] has produced a driver's license as identification. [Notary Seal] Notary ,•lic Pr's Name: LUIS CAMPOS y Commission Expires: Werranly Deed (Statutory Form) - Page 2 DoubleTlmes Permit No: 12 -1523 Job Name: August 14, 2012 Miami Shores Village Building Department Building Critique Sheet 1) Provide signed and sealed design wind loads. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 CATEGORY5 Engineering Services, Inc. 1600 S. Federal Hwy Ste 207, Pompano Beach, FL 33062 (954) 784-6991 Tel / (954) 781 -5708 Fax / Info@c5es.com / CA #25854 2010 Florida Building Code ASCE 7 -10 Design Pressures for Components and Cladding Risk Category Ulitmate Design Wind Speed (V„a, mph) Nominal Design Wind Speed (V „,d, mph) Exposure Category Enclosure Classification Internal Pressure Coefficient (Gcpl) Directionality Factor (Kd) 11 175 136 C Enclosed 0.18 0.85 Contractor Prepared By Client Name Job Location HVHZ Our Ref American Storm Protection AS Tonana 2NE108thSt Miami Shores, FL 33161 Yes ASP T1120815 The allowable pressures provided here (W,,) are given as 0.65W. h, where Wdt is the wind pressure calculated in accordance with Chapters 26 and 30 of ASCE 7 -10 using the ultimate design wind speed (VyJ and the parameters given above. W,,d as provided here is an appropriate Load for use whew 1) Evaluating tested products for components and cladding; 2) Designing mullions, framing, and other supporting structures using Allowable Stress Design; 3) Specifying fastener schedules using Allowable Stress Design. The load combinations specified in Chapters 2.3 and 2.4 of ASCE 7 -10 shall be applied. No further reduction in allowable stress shall be taken (other than load duration per Chapter 23 FBC). Mean Roof Height (ti) Roof Slope (x:12) Building Width (0) Building Length (0) Width of Edge Ship (ft) 15 3 50 60 5 Opening ID Opening Description Zone Opening Elev. (11) Opening Width (in) Dimensions Height (In) Allowable Pressure Positive (PSI) (Wmd) Negative (PSI) 1 Horizontal Roller 4 9 26 1/2 38 40.1 -43.4 2 Horizontal Roller 4 9 26 1/2 38 40.1 -43.4 3 Door 4 9 36 80 38.2 -41.6 4 Door 4 9 36 80 38.2 -41.6 5 Storm Panel 5 9 75 51 37.5 -48.5 6 Garage Door 5 9 108 84 35.3 -44.0 7 Door 4 9 36 80 38.2 -41.6 8 Horizontal Roller 4 9 111 63 35.9 -39.3 9 Horizontal Roller 4 9 111 63 35.9 -39.3 10 Horizontal Roller 4 9 74 50 5/8 37.6 -41.0 11 Horizontal Roller 5 9 53 1/8 38 3/8 39.1 -51.8 12 Horizontal Roller 5 9 74 38 3/8 38.3 -50.1 13 Horizontal Roller 5 9 74 38 3/8 38.3 -50.1 r i U Miami Shores Village SUBJECT TO COMPLIANCE WITH ALL FEDERAL, STATE AND COl1NTY RULES AND REGULATIONS Al 11 Egress 10 12' Egress 13 Egress Bedroom Bedroom Bedroom ASP Bath Garage 3 Tony Tonana 2 NE 108 Street Miami Shores, Fl 33181 A3 IPERSPECTIVE ILEGEND O DOOR TAG* O WINDOW TAG # WALLS No. Deswtptbn Dab FLOOR PLAN -11 X 17 Project number 12001 Date 08/17/2012 100 Drawn by JR Checked by JR Stele As Indicated 130- -6 -- _ GROUND FLOOR l East 1/8" =1'4' Roof 13' -0' GROUND FLOOR 111 ® 111 North 2 3/32" =1'-O ASP WINDOWS & DOORS Tony Tonana 2 NE 108 Street Miami Shores, Fl 33181 Na. Description 0v°' ON ELEVATIS -11 X 17 ON 101 Project number Date 05/17/2012 Ciawnby Author www.aspwIndows.com pWl Checked d by Checker Sale As indicated — _ _ First Roof AN _ _ '`' -0 V GROUND FLOORR 0' -0" v 01West 3/32" =1' -0" Roof AN __ _ _ III, �. 13' - 0"r GROUND FLOOR AN N 0' -00 "W 1 South 3/32" =1' -0" ASP WINDOWS & DOORS Ton y Tonana 2 NE 108 Street Miami Shores, Fl 33161 No. Description ELEVATIONS 2 -11 X 17 '3 a Project number 12001 102 Date 05/17/2012 w tw.aspwindows.com Drawn Author Checked by Checker Seale 3/32" =1'.O Permit Schedule Number Family and Type Assembly Description Product Approval DP Required Design Pressure Frame Color Frame Type Glass Type Glass Color Open Style Comment; ASP WINDOWS & DOORS wnaw.aspwindowa.com Tony Tonana 2 NE 108 Street Miami Shores, Fl 33161 No. Description Data PERMIT SCHEDULE Town & Country_lluminum Panels: 75 x 51 Window Treatments FL11398.2 / v 57/ -07 Date 172012 Drawn by Author Checked by opening #5 1 TM_Horlzontal Roller Windows 12 -0321.02 +40.1/ - 53.6 +801-90 White Aluminum 7/16 (A) Grey whin inner layer 805: 26 1/2" x 38 3/8" I 2 TM_Horlzontal Roper Windows 12 -0321.02 +40.11 -53.6 +801 -90 White Aluminum 7/16 (A) Grey white Inner layer 8028 1/2" x 38 3 Trinity_Clazed Fiber Interior FL15V25,5.5 +40.1/ -53.6 +60/ 40 Fiberglass A HINGE RIGHT lass _Single Door: Doors V 3-0 x 6-8 4 TIN Swing Single Exterior 12-08.14 +40.11 -53.6 +80/-80 White Aluminum A Grey HINGE RIGHT LO-E Door_249: 36" x B0" Doors 8 Amarr Garage Overhead 12 -022 &01 57/ -07 Doors: 9'x7' Doors "/ 7 TM Swing Single Exterior 12 -0308.35 +40.11 -53.6 +80/ -90 White Aluminum A Grey HINGE LEFT LO-E Door 230: 36" x 80" Doors 8 TM Horizontal Windows 12- 0321.02 +40.1/53.6 +80/ -90 White Aluminum q Grey XOX 1/4- 12/ -1/4 LO-E Roller_805 XOX: J 111" x 83" 9 TM Horizontal Windows 12-031.02 +40.1153.6 +801 -90 White Aluminum a Grey XOX 1/4- 12/ -1/4 LO-E Roller_805 XOX: 111' x 63" 10 TM_Horlzontal Roller Windows 12 -031.02 +40.1/-53.6 +80/ -90 White Aluminum 7/16 (A) Grey OX LO-E 805:74 "x505/8" 11 TM Horizontal Roller Windows 12 -0321.02 +40.1/ -53.6 +801- 0 White Aluminum 7/16 (A) Grey XO LO-E 805: 53 1/8" x 38 l 3/8" 12 TM_Horlzontal Roller Windows 12 -031.02 +40.1/ -53.8 +80 /-90 White Aluminum 7/16 (A) Grey OX LO-E 805: 74" x 38 3/8" 13 TM_Horizontal Roller Windows 12- 031.02 +40.1/53.8 +80/-90 White Aluminum 7/16 (A) Grey XO LO-E 805: 74" x 38 3/8" ASP WINDOWS & DOORS wnaw.aspwindowa.com Tony Tonana 2 NE 108 Street Miami Shores, Fl 33161 No. Description Data PERMIT SCHEDULE Project number 12001 105 Date 172012 Drawn by Author Checked by Checker Scale 3 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Windows LLC 601 NW 12th Ave. Pompano Beach, FL 33069 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 PERA - 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control :. ,.....74 din code. aaw.aavuaataw uaw (+ay.aawa:v► uas.w►a.0 -.away w auvv...av avywaswaawawva . t.je g 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 "805" Aluminum Horizontal Rolling Window - L.M.L APPROVAL DOCUMENT: Drawing No. W08 -81, titled "Series 805 Alum. Horizot'tal Rolling Wdw. (L.M.I.) ", sheets 1 through 7 of 7, dated 09 /19/08, with revision C dated 02/29/12, prep'tred by AI Farooq Corporation, signed and sealed by Javad Ahmed, P.E., bearing the Miami -Dade Count) Product Control Revieinn_etamn n£ A ecerstnne _rnvnber aniteiiniratinn date_bv theMian i -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal 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 NOA # 09- 1110.02 and consists of this page 1 and evidence pages E -1, E-2 and 13-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 331754474 T (786) 315 -2590 F (786) 315 -2599 www.miamldade aovinera V9112. NOA No. 12-0321.02 Expiration Date: May 13, 2014 Approval Date: May 03, 2012 Page 1 T. M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08 -81, Sheets 1 through 7 of 7, dated 09/19/08, with revision C dated 02/29 /12, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F1L- -5945, dated 07/31/09, signed & sealed by Julio E. Gonzalez, P.E. (Submitted under previous NOA No. 09-1110.02) 2. 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) 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 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5457, dated 01/22/08, signed & sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 09- 0105.02) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. ITL -5459, dated 01/17/08, signed & sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA No. 09- 0105.02) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 20194 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an aluminum horizontal rolling window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3995, dated 11/13/03, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No. 04 -0120.01) E -1 Manuel Pe Product Control Exa NOA No. 12-0321.02 Expiration Date: May 13, 2014 Approval Date: May 03, 2012 T. M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUJBMITTED B. TESTS (CONTINUED) 5. 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) 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 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3946, dated 11/04/03, signed & sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No. 04- 0120.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, revised and updated to FBC -2010 on 02/27 /12, prepared by AI Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Partially submitted under previous NOA #09- 1110.02) 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11 -0325.05 issued to Solutia, Inc. for their "Safes and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 3. Notice of Acceptance No. 10-0331.02 issued to Cytec Industries, Inc. for their "Uvekol S Laminate Glass Interlayer", dated 05/05/10, expiring on 02/08/14. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated February 27, 2012, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. FTL -5945, issued by Fenestration Testing Laboratory, Inc., dated 07/31/09, signed and sealed by Julio E. Gonzalez, P.E (Submitted under previous NOA #09- 1110.02) Manue P - .E. Product Control= ner NOA No.1 x 1.02 Expiration Date: May 13, 2014 Approval Date: May 03, 2012 E -2 T, M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Laboratory compliance letter for Test Report No. FM-5457, issued by Fenestration Testing Laboratory, Inc., dated 03/13/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 09- 0105.02) 4. Laboratory compliance letter for Test Report No. FTL -5459, issued by Fenestration Testing Laboratory, Inc., dated 02/21/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA No. 09- 0105.02) 5. Laboratory compliance letter for Test Report No.'s FTL -3946 and FTL -3995, issued by Fenestration Testing Laboratory, Inc., dated 11/04 - 13/03, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No 04-0120.01) G. OTHER 1. Notice of Acceptance No. 09- 1110.02, issued to T. M. Window, LLC, for their Series 805 Aluminum Horizontal Rolling Window - L.M.I., approved on 03/17/10 and expiring on 05/13/14. E -3 Manuel Per E. Product Control E ' er NOA No. 12•ix 1.02 Expiration Date: May 13, 2014 Approval Date: May 03, 2012 7/1r OVERALL MASS TYPE 'A.' 7/18" OVERALL GLASS s'e' 1/8° TEMP. (LASS 1/4• MR SPACE 1/8° ANN. GLASS 090• INTERLAYER SAFLEX 110 P08 BY °BOLUTIA• I/8° ANN. GLASS SILICONE GE RGS7700 DOW CORNING 995 1/2" OVERALL MASS TYPE 'C' 1/2° OVERALL GLASS TYPE 'D' GLAZING OPTIONS SERIES 805 'ALUMIIWM HORIZONTAL ROLLING WDW. DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI —DADE COUNTY APPR'D WINDOWS USING MIAMI —DADE COUNTY APPROVED MLIWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUUJON APPROVAL. WILL APPLY TO ENTIRE SYSTEM. 11/18° OVERALL. INSUL GLASS TYPE 'E' ADDL. ANCHOR REGO. FOR INSTAUATIONS INTO WOOD STRUCTURES OR THRU W000 BOO= DNTO MASONRY FALSE IOINTINS)) (SURFACE MAY BE USED 1 g 74' MAX. WINDOW WIDTH 9 3/8° MAX. O AV UM VA 3161L7 LOAD RATING SHOWN ABOVE OR HEAD , SAL QM TYPE 'A' i GLASS TYPE 7' II 11 ;I II �i �,, i. O II ., II yII II II 11 il—% II IL_ u IL L 11 1� .rI 1111j1 ti �� i� l 1 /% r 1 II s it 11 I1 11 1; 0 il I I g EXT.(t) TNT.( —) ! EXT.(+) 8• MAX. CORNERS 32 7/8° O.L. OPG. 33 1/2° D.L OPO. 37 1/2° VENT WIDTH 1YPICAL ELEVATION 1 MAXIMUM DESIGN FOR SIZES AV UM VA 3161L7 LOAD RATING SHOWN ABOVE OR — PSF SMALLER QM TYPE 'A' i GLASS TYPE 7' GLASS TYPE 'C' 01498 TYPE 'D' MASS TYPE '8' EXT.(t) TNT.( —) ! EXT.(+) INT.( —) EXT.(+) TNT.(—) EXT.( +) MOT.(—) EXT.( +) TNT.(—) 80.0 90.0 I 90.0 130.0 80.0 90.0 55.0 55.0 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH mono LOADED ALUMINUM IATCHE8. FOR METALED: SWEEE LATCHES LIMIT MAX. LOADS TO 380.0 PSF. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HASH VELOCITY HURRICANE ZONE (HVI42). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MA SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT WADS — DEC —219 THESE WINDOWS ARE RAPE)) FOR LARGE & SMAU. MISSILE IMPACT. SHUTTERS ARE NOT 'REQUIRED. PRODUCT .pa P►YmS 1v� REVISED � Ploddd No Date ii drawing no. WO8 -81 (sheet 1 of 7 ) ADC.. ANCHOR MOO. FOR MISTAUATIONS OSTRUCTURES OR WOOD THRU 8000 SUCKS INTO MASONRY FALSE AM1A�1INS (SURFACE MAY BE U8ED 111° MAX WINDOW WIDTH 10 1/4' 8' MAX. 3 MASS TYPE V. CLAM TYPE 'C' IiE WII 9 3/8° AT flX. LITE MAIL A 1NL( -) AT VENT IIII E7TI'.( +) -) EXG( +) ' ANT.( -) 80.0 90.0 90.0 130.0 11M.( 80.0 90.0 79.0 79.0 I� ==Mr== O1' 11 11 11 II _ 1L__ i II /' 11 11 11 11 ill " , \III 1, 1 V 11 i, == 11 I U I1 - ..1I _� 1 /'n ' 1 O I at .II II 1 __� = = = =p 1 j1 ' 11 __ 21 C = I 11 f I 11 11 I - _JL- -_1t_= 11 /' 11 11 // II 11 11 11 1I aII 3 = =1i= = = =ic == 11 il .1 11 8' MAX CORMS ADDL WADS REOD. FOR INSTALHAmNS INTO WOOD STRUCTURES OR 7HRU ROOD BUCKS MR0 MASONRY FALSE MUMERS MAY BE MOW AMA WADI MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' MASS TYPE V. CLAM TYPE 'C' GLASS TYPE 'E' EXL( +) 1NL( -) EXL( +) 1M.( -) E7TI'.( +) -) EXG( +) ' ANT.( -) 80.0 90.0 90.0 130.0 11M.( 80.0 90.0 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES. FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO 480.0 PSF TYPICAL ELEVATIONS 111' MAX. ' W1NOOW WIDTH 14 7/8" 3° MAIL " _ a © \ 3 d 0 1Y 11 11 0 11 i ii 1I== =-1= =r 11 1.e sh 11 II 11 11 11 11 1I 11 11 - 11 A11 11 11 11 1 1 i1 rr- "i 11 4`1' 11 41 11 XOX BIZ)I.S MAXIMUM DESIGN LOAD RATING — PST F011 SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' GLASS TYPE 'B' EXT.( +) 1M.( -) EXT.( +) IM.(-) 80.0 90.0 90.0 130.0 LOADS SHOWN A80NE ARE FOR WINDOW VETS WITH SPRING LOADED AUNT! LATCHES. FOR METALLIC SWEEP LATCHES LMT MAX. LOADS TO *80.0 PSF. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 —DEC —219 8° MAX. cos 1 0 0 1 drawing no. W08 -81 tsheet 2W 7) ,Ifv w000 SUCK a, as A ° a . 4 TYPCAL ANCHORS SEE ELEV. FOR SAK ING TYPICAL ANCHORS SEE ELEV. FOR SPACED) 110 X 3/8° PH SMS PER CUP Imo--- 11 MIA18 -DADS Cahn APPROVED 1 111AULLION & MULLION ANCHORS 11 el 11 SEPARATE if I1 /ga H,i [ 1 '' [ ,05° 4° LONG WIND LOAD CUP TYPICAL ANCHORS SEE ELEV. Fat SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING SEALAIITTS. ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WI H SILICONE OR ACRYUC SEALANT. WEEPHULES: W1 - 1 -1/4" X 1/4° WEEPHOLES WITH PLASTIC BAFFLE AT 4 -7/8" FROM EACH END AND AT MIDSPAN W2 - 1 -1/4" X 1/4° WEEPHOLES AT 4-7/8° FROM EACH END AND AT MIDSPAN W3 - 2" LONG WEEP NOTCH AT EACH END W4 - 1° LONG WEEP NOTCH AT 32° FROM EACH END 2° LONG SILL CLIP ADAPTER WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; see ELCv. FOR SPACING 1/4° DIE. ULTRACON BY 'ELCO' (Fua,n 1W. Fy-155 1(51) INTO 28Y WOOD BUCKS 011 WOOD STRUCTURES 1 -1/2° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -5/8° MIN. EMBED INTO CONC. OR MASONRY 1/4° TEKS OR SELF DRILLING SCREWS (GRAD S CRS) INTO METAL STRUCTURES STEEL : 0.108° MIN. (Fy 38 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (8083 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)' 1114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2° MIN. INTO WOOD STRUCTURE 1° MIN. INTO METAL STRUCTURE 3/4" MIN. CONCRETE AT NERD. SILL OR JAMBS Ye - 3000 PSI MUtl. C-90 HOLLOW/FILLED BLOCK AT JAMBS Fm - 2000 PSI MN. 4. 1 118") ISR 811 u ° TYPTCAL ANCHORS SEE ELEV. FOR SPACING PRCOMOTRBITISED mcombing Khear� ltddII Cada Na 4 W, W2 v a a • TYPICAL ANCHORS 3 PER CLIP APR'18 2012 IS drawing no. W08 -81 (sheet 3 of 7 ) I/4" MAX. EXTERIOR WIDOW RION X0 LAYOUT OX OPPOSITE 1/4- SHIM MAX. TIPICAL ANCHORS SEE ELEV. RR SPACING TYINC&L ANCHORS SEE ELEV. CDR SPAMNO EXTERIOR meow mum (drawing no. W08-81 (sheet 4 of 7 VENTS WITH SWEEP ..T.ATCHES �4eooptaoaelve /'L: G�L�' , Hate a /P7l�1Y -� 6 0 drawing no. W08 -81 sheet 5 of 7 ) FRAME HEAD TOP & BOTTOM RAIL 1.000 .125 -4 14 WIND LOAD CUP .750 1.480 .0n .313 1.420 SILL TRACK JAMS STILE 1.000 1.000 .128 16 MTG. STILE REINF. .582 1.255 1.071 .929 SILL CLIP ADAPTER FRAME SILL TOP .107 .125 1.000 FIX. STILE REINF. MEETING STILE VENT LATCH ITEM PART B QILANTLTY 06MEL1121105 MATERIAL MANF./SUPPL R /RBNARIS 1 761 -130 1 FRAME MEAD 6083 48 - 2 TM- 1338 1 FRAME SILL ME 6083 -18 - 3 7M -134 1 MINE SILL TOP 6083 -76 - 4 7M -132 AS RE00. FRAME JAMB - VENT 6083 -78 - 5 TM -131A AS RED. FRAME JAMB - F00D 6083 -T6 - 8 1M -138 2/ VENT TOP AND BOTTOM RAG. 6083 -78 - 7 114 -139 1/ VENT JAMB 801E 6063-18 - 8 11-140 1/ VENT MEETING STILE 6083 -76 - 9 TM -137 1/ VENT FWD) 810.E (SPRING LOADED fA7C11) 8083 -18 - BA 161-137A 1/ VENT FIXED 5163 (SWEEP UUOD 6083 -18 - 10 1M -138 1 SILL TRACK INSERT 6083 -78 - 11 1N -135 1 SAL CLIP ADAPTER. 12" L0NG 600.3 -76 AT MTG. SOLE LOCATI011 12 1M -118 1/ VOLT SPRING LEADED VENT LATCH, 3-1/8" MING 6093 -78 AT MIS SPAN 12A - 1/ VENT METALLIC SHEEP tAT124 - AT MAD SPAN 128 /8 X 3/4" 2/LATCH SWEEP LATCH MOUNTING SCREWS - FM SMS 13 TM -141A AS RECD. CLAM BEAD (UNDOTE0 GLASS) 6093 -76 - 13A 111-181 AS RECD. GLA2INO 8EA0 (01SUL LAM. MASS) 6083 -78 - 14 11,1-104 AS REC11. 890 1.440 CUP. 4' LONG 6063 -16 - 18 - 1/ SIRE MEET WO 674E Po•SffORCINO 603 -78 - 18 - 2/ STILE P01L0 STRC REINFORCING 6083 -18 - 17 531228 AS RECD. F91 SEAL 4/STRIPPING (.270' X .220' MOO WOOL - 18 543371 AS RECD. MN SEAL %'SLIPPING (.167' X .370' NXW) 5001. - 19 8'43201 AS REGD. FIN SEAL WSPRBTINQ (.167' X .200• HI(W) 090. - 20 P5043 - ADHESIVE BMX CLOSED CELL FOAM - 7/8" X 1/2' X 1 -7/18' 010 21 - 2/ VENT VENT ROU.LER HOUSINO & OADE PLASTIC AT EACH END 22 - - VENT R01LER BRASS - 23 #12 X 1' 2/ CORNER FRAME ASHY SCREWS - RH. PIANOS SMS 24 g10 X 1' 2/ CORNER VENT ASSEMBLY SCREWS - P.N. PHILLIPS Ski 25 - 1/ LATCH VENT LATCH SPR64G ST. STEEL - 28 531175 AS RECD. F6N SEAL W'81RIPP50 (.187° X .175' HON) 8001. - 27 TM -151 1 SILL RISER 6083 -76 - FIXED STILE (SPRING LATCH) FIXED STILE (SWEEP LATCH) .040 .923 .882 13 GLAZING BEAD (LAM. GLASS) .183 .040 OD GLAZING BEAD (INSUL. LAM. GLASS) FRAME SILL BASE 1.764 3.042 .875 O FRAME JAMB - VENT .937 3.168 1 3.042 RIP LEO AS RECD. .178 O FRAME JAMB - FIXED .183 1.799 SILL RISER Sfters *SID MAO' M,PE L_7f1S42 I. A R.1.13`0j. PRODUCT RBVI=BD mcampiytug with the Maids 8 No/2'03, 0' bete SGL'/eIY!• '4. 1 droving no. W08 -81 (sheet 8 of 7 ) 1 g I i P 1 s 'a €s k u drawing no. W08 -81 8/10/12 Florida Building Code Online bid' Clep3Errenty■ Busines Professibn� Regulation BCIS Home Log In User Registration License efficiently.. Regulate fairly. Product Approval USER: Public User Hot Topics Submit Surcharge Stets & Fads Publications FBC Staff product Approval Menu > Product or Application Search > Application List > Ap FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method FL15255 New 2010 Approved Trinity Gass International 4621 192nd Street East Tacoma, WA 98446 (253) 875 -7300 rickw@nrabldgconsultants.com Vivian Wright ric kw@rwbldgconsultants.com BCIS Site Map Links Search Florida Engineer or Architect Name who developed the Evaluation Report Florida Ucense 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 Product Approval Method Exterior Doors Swinging Exterior Door Assembles Evaluation Report from a Florida Registered Architect or a Licensed Florkla Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -43409 National Accreditation and Management Institute 12/31/2015 Ryan J. King, P.E. Validation Checklist - Hardcopy Received FL15255 RO COI Certificate of Indeoendence.odf ASTM D1929 ASTM D2843 ASTM D635 ASTM G155 TAS 201, 202, 203 Florida Ucensed Professional Engineer or Architect FL15255 RO Eauiv Of Standards.odf Method 1 Option D MO.. CsIhrrirre.l mio�i�m� floridabuilding.org/pr /pr app_dtl.aspx? param= wGEVXQwtDgv3yWKJZ1QRNoHTeKozNKWgUQ1X5PT ... Year 1996 1999 2003 2004 1994 1/5 8/'10/12 Florida Building Code Online L LW auunnwu Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page VL, LW LULL 04/13/2012 03/08/2012 04/18/2012 00 Page 1 /2�• floridabuilding.org/pr /prapp dtlaspx? param= wGEVXQwtDgv3yVVKJZ1QRNoHTeKozNKWgUQ1X5PT ... 2/5 PL # Model, Number or Name Description 15255.1 a. Fiberglass Door 6'8 Single Opaque Impact° Fiberglass Door - Outswing Configuration (X) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. See INST 15255.1 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. Installation Instructions FL15255 RO II INST 15255.1.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15255 RO AE Eval 15255.1.Ddf Created by Independent Third Party: Yes 15255.2 b. Fiberglass Door 6'8 Single Opaque Impact° Fiberglass Door with Impact° Sidelite or Sidelites - Outswing Continuous Head and SID Configurations (OX or XO; OXO) Omits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: N/A Other See INST 15255.2 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. Installation Instructions FL15255 RO II INST 15255.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15255 RO AE EVAL 15255 2.pdf Created by Independent Third Party: Yes 15255.3 c. Fiberglass Door 6'8 Single Opaque °Impact° Fiberglass Door with Impact° Sidelite or Sidelites - Outswing Configurations (OX or XO; OXO) Omits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: N/A Other. See INST 152553 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. Installation Instructions FL15255 RO II INST 15255.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15255 RO AE AL 15255.3.odf Created by Independent Third Party: Yes 15255.4 d. Fiberglass Door 6'8 Double Opaque Impact° Fiberglass Door with or without Impact" Sidelites - Outswing Configurations (XX; OXXO) Omits of Use Approved for use in HVHZ: Approved for use outside Impact Resistant: Yes Design Pressure: N/A Other. See INST 15255.4 additional use limitations, Installation parti Warn Yes HVHZ: Yes for Design Pressure Ratings, any instructions and product Installation Instructions FL15255 RO II INST 15255.4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15255 RO AE EVAL 15255.4.odf Created by Independent Third Party: Yes 15255.5 e. Fiberglass Door 6'8 Single dazed Impact° Fiberglass Door - Outswing Configuration (X) Omits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A r. See INST 15255.5 for Design Pressure Ratings, any ad al use Iimitatlons, installation instructions and product particulars. Installation Instructions FL15255 RO II INST 15255 5 odf Verified By: Lyndon F. Schnidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15255 RO AE EVAL 15255.5.Ddf Created by Independent Third Party: Yes - 15255.6 f. Fiberglass Door 6'8 Single dazed Impact° Fiberglass Door with °Impact° Sidelite or Sldeftes - Outswing Continuous Head and Sill Configurations (OX or XO; OXO) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. See INST 15255.6 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. Installation Instructions FL15255 RO II INST 15255.6.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15255 RO AE EVAL 15255.6.0df Created by Independent Third Party: Yes 15255.7 g. Fiberglass Door 6'8 Single Glazed Impact° Fiberglass Door with °Impact° Sidelite or floridabuilding.org/pr /prapp dtlaspx? param= wGEVXQwtDgv3yVVKJZ1QRNoHTeKozNKWgUQ1X5PT ... 2/5 8/10/12 Florida Building Code Online 1 JIUQIILCJ - VULWwURY LuuuyuiaLNUa wA UI AU, %JAW) Omits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. See INST 15255.7 for Design Pressure Ratings, any additional use Imitations, installation instructions and product particulars. Installation Instructions F 15255 RO II INST 15255.7.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15255 RO AE EVAL 15255.7.odf Created by Independent Third Party: Yes 15255.8 h. Fiberglass Door 6'8 Double Glazed 'Impact° Fiberglass Door with or without 'Impact" Sidelites - Outswing Configurations (XX; OXXO) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. See INST 15255.8 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. Installation Instructions FL15255 RO II INST 15255.8.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15255 RO AE EVAL 15255.8.odf Created by Independent Third Party: Yes 15255.9 1. Fiberglass Door 6'8 Single Opaque °Non- Impact° Fiberglass Door - Outswing / Inswing Configuration (X) Omits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other. See INST 15255.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15255 RO II INS 15255.9.odC Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15255 RO AE EVAL 15255.9 odf Created by Independent Third Party: Yes 15255.10 J. Fiberglass Door 6'8 Single Opaque °Non- Impact° Fiberglass Door with ''Non- Impact° Sidelite or Sidelites - Outswing / Inswing Continuous Head and Sill Configurations (OX or XO; OXO) Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant No Design Pressure: N/A Other. See INST 15255.10 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15255 RO II INST 15255.10.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15255 RO AE EVAL 15255.10.odf Created by Independent Third Party: Yes 15255.11 k. Fiberglass Door 6'8 Single Opaque °Non- Impact° Fiberglass Door with 'Won- Impact° Sidelite or Sidelites - Outswing / Inswing Configurations (OX or XO; OXO) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15255.11 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. Installation Instructions FL15255 RO II INST 15255.11.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15255 RO AE EVAL 15255.11.odf Created by Independent Third Party: Yes 15255.12 1. Fiberglass Door 6'8 Double Opaque °Non - Impact° Fiberglass Door with or without °Non- Impact° Sidelites - Outswing / Inswing Configurations (XX; OXXO) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resent: No Design Pressure: N/A Other: See INST 15255.12 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15255 RO II INST 5255.12.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15255 RO AE EVAL 15255.12.odf Created by Independent Third Party: Yes 15255.13 m. Fiberglass Door 6'8 Single Glazed °Non - Impact" Fiberglass Door with °Non- Impact° Sidellte or Sidelites - Outswing / Inswing Continuous Head and Sill Configurations (OX or XO; OXO) Umits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other. See INST 15255.13 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. Installation Instructions FL15255 RO II INST 15255.13.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15255 RO AE EVAL 15255.13.pdf Created by Independent Third Party: Yes 15255.14 1 n. Fiberglass Door 6'8 Single Glazed °Non- Impact° Fiberglass Door with °Non- Impact° floridabuilding.org /pr /pr app_dtl.aspx? param= wGEVXQnrtDgv3yVVKJZ1QRNoHTeKozNKWgUQ1X5PT ... 3/5 Florida Building Code Online Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other. See INST 15255.14 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. siaence or blames - uucswing / inswing Loncmuous Heaa ana sin Configurations (OX or XO; OXO) Installation Instructions FL15255 RO II INST 15255.14.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15255 RO AE EVAL 15255.14.pdf Created by Independent Third Party: Yes 15255.15 o. Fiberglass Door 648 Single Glazed °Non- Impact° Fiberglass Door with °Non- Impact° Sidelite or Sidelites - Outswing / Inswing Configurations (OX or XO; OXO) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other. See INST 15255.15 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. Installation Instructions FL15255 RO II INST 15255.15.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15255 RO AE EVAL 15255.15.ndf Created by Independent Third Party: Yes 15255.16 p. Fiberglass Door 6'8 Double Glazed %Non- Impact° Fiberglass Door with or without "Non- Impact° Sidelites - Outswing / Inswing Configurations (XX; OXXO) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other See INST 15255.16 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. Installation Instructions FL15255 RO II INST 15255.16.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15255 RO AE EVAL 15255.16.odf Created by Independent Third Party: Yes 15255.17 q. Fiberglass Door Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other. See INST 15255.17 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 8'0 Single Opaque 'Non- Impact° Fiberglass Door - Outswing / Inswing Configuration (X) 8/1.0/12 Dastallation Instructions FL15255 RO II INST 15255.17.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15255 RO AE EVAL 15255.17.odf Created by Independent Third Party: Yes 15255.18 r. Fiberglass Door $'0 Single Opaque °Non - Impact° Fiberglass Door with "Non- Impact° Sidelite or Sidelites - Outswing / Inswing Continuous Head and Sill Configurations (OX or XO; OXO) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other. See INST 15255.18 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. Installation Instructions FL15255 RO II INST 15255.18.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15255 RO AE EVAL 15255.18.odf Created by Independent Third Party: Yes 15255.19 s. Fiberglass Door 8'0 Single Opaque 'Non- Impact° Fiberglass Door with °Non- Impact° Sidelite or Side lites - Outswing / Inswing Configurations (OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15255 RO II INST 15255.19.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other See INST 15255.19 for Design Pressure Ratings, any FL15255 RO AE EVA 15255.19.odf additional use limitations, installation Instructions and product partkulars. Created by Independent Third Party: Yes 15255.20 t. Fiberglass Door 8'0 Double Opaque Non- Impact° Fiberglass Door with or without Non- Impact° Sidelites - Outswing / Inswing Configurations (XX; OXXO) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other. See INST 15255.20 for Design Pressure Ratings, any additional use (irritations, Installation instructions and product particulars. floridabuilding.org/pr /pr app dtl.aspx? param= wGEVXQwtDgv3yVVK JZ1QRNoHTeKozNKWgUQ1X5PT... Installation Instructions FL15255 RO II INST 15255.20.adf Verified By: Lyndon F. Schndt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports L15255 RO AE EVAL 15255.20.ndf Created by Independent Third Party: Yes 4/5 8/10/12 Honda Building Code Online Go to Page Page l /2�} `• Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850 -487 -1824 The State of Florida is an AA/1330 employer. Coovriaht 2007 -2010 State of Florida :: privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not vent your a -mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for offidal communication vdth the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address vdhich can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dldc here Product ApprovalAcceptro LI ucvritr.0 1g Cre. tt AFE floridabuilding.org /pr /pr app_dtl.aspx? param= wGEVXQwtDgv3yVVK1Z1QRNoHTeKozNKWgUQIX5PT ... 5/5 S rinity him L I l " 1 F R N A T 1 0 N k 1 4621 192nd STREET EAST TACOMA, WA 98446 GLAZED FIBERGLASS "IMPACT" DOOR OUTSWING GENERAL NOTES 1. This product has been evaluated and kin compliance with the 2010 Florida Building Code (FBC) structural requirements including the'H1gh Velocity Hurricane Zone° (H . 2. Product anchors shali 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 impact resistant covering. 4. When used in areas outside of the °HVIiZ" requiring wind borne debris protection this product complies with Section 1609.12 of the FBC and does not require an Impact resistant covering. This product meets missile level 'D° and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing consirucllon, anchoring of these units stall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for °HVF¢°. TAKE OF CONTENTS SHEET* DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Door panel detail and glazing details 3 Door panel details and glazing detals 4 Horizontal cross sections 5 Vertical cross secfions 6 Buck and frame anchoring 7 Components 8 BID of materkils 37.5W MAX. O.A. FRAME WIDTH DOOR W8H RECTANGULAR LITE DOOR WRH OVAL UTE z a m z 0 0 Thee z 02/27/ 2 scALE N.TS DWG. erc JK c s LFS DRAWING NO.. FL- 15255.5 srreer 1 of 8 7 a 0 U 0 0 0 a 3 L W 0 0 Imo,_ .; 1 (RECT NGGR) 37.511r' x 80.75" G1' 2 +60.0 -60.0 OUTSWING (OVAL) 37.56° x 88.75" GI, G4 +75.0 °75.0 z a m z 0 0 Thee z 02/27/ 2 scALE N.TS DWG. erc JK c s LFS DRAWING NO.. FL- 15255.5 srreer 1 of 8 7 a 0 U 0 0 0 a 3 L W 0 0 21.07 MAX. DLO. PVC SXE CAP SOO 1.66° 0.3? SEE DETAIL 2 POLYURETHANE FOAMS) g FIBERGLASS YARN RENFORCEMENT deatig MIMS WAIL 2 STRUCTURAL SILICONE (•. 4 PECS.) SEE OPTIONS BELOW FIBERGLASS SKIN .5" GLASS BYTE r OA THK GLASS I /81EMPEIZED GLASS AIR SPACE x 1-1fi•saf THREADING SCREW ALUMINUM & BUTYL SPACER SYSTEM 8 GLAZING am 12e 1.5. Dna ®RliSi GIAZED FRAME lAAROOMffIREFRAME ABS a PC/AM ABS or PC/ASA INTERIOR W7i'• "AO STRUCTURAL SIUCONE (TYP. 4 PLCS.) SEE OPTIONS BELOW 1 /8' ANNEAUED GLASS (LOW PVB INTERLAYEZ DUPONT BUTACITE OR CAPSTONE 1 /8" ANNEALED GLASS LOCK BLOCK LVL STILE PVC SRLE CAP 1111111111111000111 2.48' CD 1 S' GLASS BYTE r OA. TH1; GLASS ''Nik,.._ 1 /IT TEMPERED liVA. IE GLASS AIR SPACE ilk -■: ; ; ■■. RI X 1-1 /S'SEF THREADING SCILEW PVC/ALUM. OR POLYPROPYLENE/ALUM. COMBINATION GLAZING SPACER 0 1.66° lir ANNEALED GLASS (C9OPVBE8WYER DUPONT BUTACITE OR CAPSTONE 1/ANNEAL GLASS .5. GLASS BYTE STRUCTURAL SIUCONE RYP. 4 PLCS.) SEE OPTIONS BELOW MT X 1-1/WSELF 'THREADING SCREW AC.APPIt. fl 1091),!V r OA. TliK GLASS 1 TEMPERED GLA.0 AIR SPACE ALUMINUM & BUTYL SPADE SYSTEM 10401k SIGNATURE SERIES DEADBOU SIGNATURE SERB (98O) lIff ANNEALED GIASS 0.095. PVB INTERIATEL DUPONT BUTACRE OR CAPSTONE lir ANNEALED GLASS STRUCTURAL SILICONE OPTIONS: SRICONE BY CAPSTONE (4P1.) DOW 995 STRUCTURAL SIUCONE SIUCONE BY DONGYANG SILICONE CO. PVC COMPOSITE BOTTOM RAIL VERTICAL CROSS SECTION a 0 D 02/27/ 2 zwE. N.T.S. gm Er* JK ClOt. BY: LFS DRBNING FL-15255.5 15.30° MAL DLO. 1 1 g 35.75° MAL PANEL WIDTH DE0111.1 SEE HARDWARE CHART SEE DETAIL 1 • .5° GLASS BYTE BUTYL 1° OA THK GIASS 1/8° TEMPERED GLASS AIR SPACI DECORATIVE INSERT AIR SPACE I /lif ANNEALED GLASS ma PVB R4TERLAYER DUPONT BUTAaTE OR CAPSTONE 1 /Er ANNEALED GLASS ....... . HARDW . ... ...... .. . ....... KWIKSET ARECNARr KNOB: SIGNATURE SEIM DEADBOLT: SIGNATURE SERIES (980) STRUCIURAL (TYP. 4 PLCS.) SEE OPTIONS BELOW Ox• I 001.41104 DEM ALUMINUM 2110kalONS: =ONE BY CAPSTONE (.I.) DOW 995 STRUCTURAL SILICONE SILICONE BY DONGYANG SIUCONE CO. PVC COMPOSITE RAIL LVL RAIL 1- • — ()VERTICAL CROSS SECHON sh vs 0 von: 02/27/ 2 seas N.T.S DWG. Eft JK CM BY: LFS OWING NO.3 FL-15255.5 sr WA, a 9 Fs) 1-1/4' EMB. MP.) 0 0 aw r CSINK PM Ilk 000 I I r it 11 i1 fAh l ° ■ 0 GM • 1 0 0 ° 0 0 0 INTERIOR EXTERIOR 0 HORIZONTAL CROSS SECTION 1-1/4° MIN. 000 0 0 o •0 \I INTERIOR EXTERIOR 0 0 0 c) HORIZONTAL CROSS SECTION shown w/1)( sub-buck 0 0 INTERIOR EXTERIOR 0 HOMY 1-1/4° MIN. EMS. ITYP.) 2 z 5 DM 2/27/12 SCALD N. T.S. ova JK am. eft LFS WANG NW FL-15255.5 VERTICAL CROSS SECTION cr) EXTERIOR INTERIOR VERTI SS Outroding s- don INTERIOR VERICAL 5 VEJRTICAL CROSS SECTION oubwha g 1' 1 a COM 02/27/12 sue. N.T.S. wro. en JK cis. an IFS MOM 1104 FL- 15255.5 ssr y3 2 a m S m z 5 a 0 N 0 BUCK ANCHORING HINGE JAMB CONCRETE ANCHOR NOTES: • 1. Substitution of equal concete ancho. s from a afferent supplier may have different edge distance and center offsta nce requirements 2 Concrete anchor locations at the comers maybe adjusted fa maintain me min. edge distance to mortar/ainls. N concrete anctorlocatiare noted as MAX. ON CENTER° must be adjusted f maintdn the min. edge dlIta nce fo mortar joints, additional concrete (nchos maybe required to ensure the MAX. ON UMW' dimes are not exceeded. 3. Concrete anchor table: A • 6 pm.) 2X BUCK MASONRY - OPENING • TYP. HEAD AND JAMBS 1YP. SILL FRAMEANCHORING Masorvycasducno► HINGE DETAIL I 2X BUCK 1X BUCK STRIKE JAMB STRIKE PLATE DETAIL HINGE DETAIL 2 2X BUCK IX BUCK #11 10 d5 41 kV!! 1 it1,415 11 1 0 z IllaL 02/27/ 2 WYE: N.T.S DIM ere JK taut. Br. LFS DRMINO NOs FL- 15255.5 sir 6 es 8 i 1 1 5 9 3 d N ea 4.56° 1 2.3r 0 %rod" O RAD AND JAMBS e PVC Base w/ wax) 4.56° \ HEAD AND JAMBS pvC 4.56° 1.2T In i 4.56' 2.44" \ oErAns vz....} optional 0 5' 6 ttea 02/27/ 2 S031. N.T.S Del BY; JK CNB LFS MRSING n.-15255.5 sox, _1_ or z 0 5 5 9 BILL OF@MAIERIALS MEM. Q1 AVOWAL A IX BUCK SG =0.55 WOOD B 2X BUCK SG> =0.55 WOOD C 1/4' MAX. SHIM SPACE - D 1/4' X 2-3/4' PFH ELCO OR OW CONCRETE SCREW STEEL E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO Aa 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1/4' X 3-3/4' PFH RW CONCRETE SCREW STEEL H 1/41( 3-1/4' PFH ITV/ CONCRETE SCREW STEEL J 89 X 2-1 /4' PFH WS STEEL L 88X2 -1/T PFH WS STEB. M 3/16•X3 -1/4' PFH flW CONCRETE SCREW STEEI. P 1/4' X 2 -3/4° PFH ELCO OR RW CONCRETE SCREW STEEL 1 JAMB (RNGER-JORNT PINE - SG> =0.42) WOOD 2 JAMB PVC 3 JAMB HBERGIASS /COMP 8 86 X 1 -1/4 PFH DRYWALL SCREW STEEL. 12 WEATHERSTRIP QESD650 Q-LON - 18 3.983' X 4.0' BINGE MIN 0.098° THICK STEEL 19 SILL KEY PC /ASA 22 DFADBOLT STRIKE PLATE STEEL 23 STRIKE PLATE STEEL 24 89 X 5/8° PFH WS STEEL 25 OUTSWING HIGH -DAM THRESHOLD ALUMINUM W/ COMPOSITE SUBSTRATE ALUM./ COMP. 26 89 X 1.0° PFH WS STEEL 27 OUTSWING THRESHOLD ALUMINUM W/ COMPOSITE SUBSTRATE ALUMJ COMP. 40 DOOR PANE-- SEE DOOR PANE. DETAIL SHOT FOR CONSTRUCTION DETAILS - 64 #8 X T PFH WOOD SCREW STEEL vs 0 ONE 02/27/12 soya N.T.S. Drs. ar. JK OK MI LFS FL- 15255.5 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.mlamidade.gev /pera/ T. M. Windows, LLC. 601 N.W. 12th Ave. Pompano Beach, FL 33069 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 PERA - 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. PERA 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. i�ESCRIPTIO • Serfs -2 9 Aium' u Outswine floors w /w&Sidelites -L.M.L APPROVAL DOCUMENT: Drawing No. W11-03 Rev B, titled "Series- 249 Alum Out -swing Door w/ Sidelites (L.M.I.)", sheets 1 through 16 of 16, prepared by AL-Farooq Corporation, dated 02/10/11 and last revised on APR 18, 2012, signed and sealed by Javad Ahmed, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See sheet 5 for single or double Door Design Pressure (DP) rating Vs glass type and/ or threshold type (Exterior ( +) water limit) 2. See sheet 6 for Stationary unit or doors w/ sidelite DP rating Vs glass type and/ or threshold type. Lower DP rating of Doors or Sidelites shall control when combined together. 3. See sheet 4 for Single Door wI SHW design pressure rating Vs glass type and/ or threshold type, limited to single door application only. • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miamlade County Product Control Approved ", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 11- 0218.05 and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by !shag I. Chanda, P.E. NOA No 12- 0208.14 Expiration Date: April 21, 2016 Approval Date: May 03, 2012 Page 1 T. M. Windows. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 11 -0218.05) 2. Drawing No. W11 -03 Rev B, titled "Series- 249 Alum Out-swing Door w/ Sidelites (L.M.I.)", sheets 1 through 16 of 16, prepared by AL- Farooq Corporation, dated 02/10 /11 and last revised on APR 18, 2012, signed and sealed by Javad Ahmad, P.E. Note: This revision consists of FBC 2010 notes only. B. TESTS (transferred from file # 11- 0218.05) 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) 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 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing doors w/ wo Sidelites (samples A -1 thru F -1), prepared by Fenestration Testing lab, Inc., Test Report No. FTL-6168, dated 12/14 /2010, witnessed by Jorge A. Canso, P. E. and signed and sealed by reviewing engineer Marlin D. Brinson, P. E. Note: This test report has an addendum Letter dated March 28, 2011, issued by Fenestration Testing lab, Inc., signed and sealed by reviewing engineer Marlin D. Brinson, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural, analysis, complying with FBC -2007, prepared by Al Farooq Corporation, dated 02/17 /11 and last revised on 04/01/11, signed and sealed by Javad Ahmad, P.E. (submitted under file # 11-0218.05) 2. 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. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass interlayer 0 ", expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21 /16. F. STATEMENTS 1. Statement letter of conformance FBC 2010 and Letter of no financial interest, prepared by AI- Farooq Corporation, 01/19/12, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest, prepared by Al- Farooq Corporation, 02/17/11, signed and sealed by Javad Ahmad, P.E. (submitted under file # 11- 0218.05) 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA # 11- 0218.05, expiring on April 21, 2016. 2. Test proposal # 10 -0017, dated 01/06/10 and e-mail test revision dated Oct 06, 2010 approved by BCCO. 1c,LA1 1- L' Ishaq I. Chanda, P.E. Product Control Examiner NOA No 12-0208.14 Expiration Date: April 21, 2016 Approval Date: May 03, 2012 E -1 LOCK OPTIONS SEE SHEET 5 GLASS D.LO. DIMS. D.LO. HEIGHT (DOOR & SCENE) m FRAME HEIGHT — 14.875" D.LO. WIDTH (X DOORS & 0 PANELS) FRAME WIDTH — 11.875° D.LO. WIDTH xx DOORS) _ (FRAME WIDTH — 201/2 9 4 _LOA 'x.1) Ft: APPROVAL APPUES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. SIDE UTES CAN SE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET B FOR DESIGN LOAD CAPACITIES. r WAX. CORNERS 41 7/8° FRAME WIDTH 15° MAX. HEAD/SAL g ``\ 119 4 1 11, 11 11 , II 11 / / THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHAD. 05 AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE LATERAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO SfEEI./MEAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATTEERRI SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. WOE SECTION 2003.8.4. 11 i1 11 30° D.L 0PG. 38 5/8° LEAF WIDTH DACE AFPUED FALSE MUN16NS MAY 85 USED HEAD/SILL ANCHORS AT STILE ENDS (8 AT 3° 0.C. 8'1 MAX. HEAD /SILL CORNERS HINGE OPTIONS,--- SEE SHEET 5 TYPICAL ELEVATION (X ) SINGLE LEAP D00B a © g / 80° FRAME WIDTH / / / / / / / / / ,. • / \�5 / INACTIVE • ACME -I DOOR OPTIONS j 30° O.L OPG. 38 we DOORS /SIDEUTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. LEAF WIDTH 29 0 7 .1... 38 5/8° LEAF WIDTH TYPICAL ELEVATION FITODUCT MUSD ( XX ) a li, WAY Nee HAMA Wfteade DUAL LEAF DOOR Aa N• 1 A .FE drawing no. W11 -03 (sheet 1 at 16) 8° MAX. NEAD/SILL CORNERS FRAME TOTH HEAD/SELL MOORS AT STILE ENDS (6) *1 3" 0.C. ANCHORS AT MULLION AT 4°, & 10° MOM END OF FRAME AT DOOR AND MUTES TYP. AT HEAD/SILL 41 7/8° &MUTE FRAME WIDTH 3° 1 1/4" MAX 60" MAX. XX DOOR FRAME 1 1/4° MAX 41 /8° 15° MAX. HEAD/SILL FRAME =TN TYPICAL ELEVATION ( OXXO ) JECILEANKILMELEIZ SIDE= OPTION SURFACE APPLIED FALSE MUNTDIS MAY BE USED —R7:71A-70&7 • ,prOd2..:,..- 1■• y.. .,APIet,0012,• tI 8 a 1 drawing no. W1 1 —03 oinf 6 HEAD/SILL ANCHORS AT STILE ENDS (8) AT 3" O.C. ANCHORS AT MULLION AT 4°, r & 10° FROM END OF FRAME AT DOOR AND SIDEUTES TIP. AT HEAD/SILL SIDEUTE %WITH nars61...1=611013 ( OKX0 ) 111TliDIRECTAELKI/2=8 SIDELITE OPTION z 8 • .1'060 Hc 1511 its1 drawing no. W.) 1-03 (sheet 3 of 16) 41 7/8° 28 8/8° D.L CPC. (VENT) 28 7/8° 01. OPG. 38 8/8° LEAF WITTH NOTE: SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. Dpm +85• —80 PSF • EXT.(+) Dp WITH HIGH THRESHOLD, UMITED TO +58 PSF WITH STD. THRESHOLD TYPICAL ELEVATION (x) FOR DESJGN LOAD CAPACITY SEE SHEET 5 6 SINGLE LEAP DOOR WITH SINGLE HUNG EDW. INSERT S.H. WINDOW INSERT OPTION o g. drawing no. W1 1-03 (sheet 4 o118 (x) 811101.5 LEAP (x) D0028 WITHOUT SWUM DESIGN LOAD CAPALTPY - P9F FRAME CADT1 ACHES FRAME 1490 0 moms GLASS TYPES 'A' 0E 'A1' OIA88 TYPES 'B' OR '81' EXr.( +) ENT.( -) Exr.( +)TINT.( -) 100.0 141.0 42 109 80.0 80.0 EXL( +) woos SHOWN ABOVE ARE 9011 MOH THRESHOLD FOR STD. THRESHOLD LIMB EXT.( +) LOADS TO 5&0 PSF LOCKS; =MAT STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE. 48° FROM BOTTOM CONVENTIONAL LOCKSET WITH KN08, KEY OPERATED ON AT EACH ACTIVE LEAF LOCK STILINTERIOR , 39 11/2° FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (4) AT DOUBLE(XX) 000RS, (2) AT SINGLE(X) DOORS OPTION 82 MULTI-POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED AT 40 -1/2" FROM BOTTOM OF ACTIVE LEAF LOCK STILE FASTENED WITH (2) #12 -28 X 2 -1/4" 014 MS METALLIC STRIKE PLATE AT 40° FROM BOTTOM OF INACTIVE LEAF LOCK STD.E FASTENED WITH (3) #10 X 1/2" FH SMS MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE OPERATORS AT 10 -1//2° & 76 -1/2° FROM BOTTOM FASTENED WITH (2) #8-32 X 1/2° FH MS 10 BE DOMED DURING PERIODS OF 7 HURRICANE E tsars DOOR WIDTH DOUBLE LEAF (XX) DOORS 28810002 81D91112B DESIGN LOAD CAPACITY - PSF FRAME worm INCHES / / / <:: \ \ \ \ \ / / wAC n v ACME DOUBLE LEAF (XX) DOORS 28810002 81D91112B DESIGN LOAD CAPACITY - PSF FRAME worm INCHES FRAME 119010 GLUM TYPES FRAME WIDTH FRAME HERON A. 'Al'. IT OR 'BE' INCHES OE MS ENT.( +) OR.(-) 80 109 80.0 80.0 I EXT.( +) LOAD SHOWN ABOVE ARE 8811 190H THRESHOLD FOR STD. THRESHOLD LOOT EXT, +) LOADS TO 58.0 P8 .ffil; OPTION /1 7-5/8' LONG ALUM BUTT HINGES, AT 12° FROM EACH END AND ONE AT MIDSPAN OF LEAF. OPTION 12 3-1/4° LONG ALUM PIVOT HINGES. AT 12° FROM EACH END AND ONE AT MIDSPAN OF L(EA)F. FASTENED TO FASTENED TO PPANNEELL WITH (2) 5/16-18 X11 11/ "14 SEALANTS; FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MULLWN AND JAMBS SEALED WITH 54UCONE. FRAME YAD1K SINGLE LEAP (E) DOORS 211E B.H. INSERT DESIGN LOAD CAPACTY - P82 FRAME worm INCHES FRAME 119010 GLASS TYPES 0 DOOR W. 'A1', '8' 0R VI. EXM:( +) -) 42 109 180.( 65.0 80.0 GLUE TYPE 'F' 0 S.B. 2D9 EXT.(+) LOADS SHOWN ABOVE ARE WITH 1x71 THRESHOLD FOR STD. THRESHOLD LIMIT EXT.( +) LOADS TO 58.0 PSF NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05— DEC -219 N 1 d 5 1 8 k drawing no. W11 -03 (sheet 5 Ole) (theet 6 of 16) STATIONARY PANEL. (0) OR D0083 WITH SIBELI S DESIGN LOAD CAPACITY — PEW FRAME 14E00 INCHES DOOR WIDTH INCHES P MFUTE�YMTH INCHES GIMR WPM 'A'. 'AI'. '8' OR 'Dl' EXT. ( +) INT. (—) 81 41 7/8 (1C) 00 (100 48 80.0 89.7 85 4 00 018) 48 80.0 89.7 91 480 48 80.0 89.7 97 41 7/8 8) 42 80.0 79.8 103 41 7/8 (X) (IQf) 42 80.0 70.8 800 41 7/8 (X) 00 000 41 7/8 80.0 80.0 EXT.( +) LOADS SHOWN MOTE ARE WITH KM THRESHOLD FOR 9TO. THRESH01.0 UNIT cm(*) LOADS TO 58.0 PSF NOTE: FOR DOORS CAPACITIES SEE SHEET 5. FOR SIDEUTE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDEUTE CHART WILL APPLY TO ENTIRE SYSTEM. L NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASfM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 1 -1/4' DIRECT SET SIDEUTE WIDTH S1DELITE W DOOR W. SIDEUTE W (0) DOOR W. /� / / 0. N (0) DOOR W. SIDEUT W. ii STATIDNARY (0 ) N /A\ / / \ \ //j (. \ / / / ;; \ J ii / \ \ / \ / \ / \ / \ SIDEUT W. ii STATIDNARY (0 ) (0X0) =ELITE W. DOOR W. / / / / \ A ( ono ) raesucr Rims* nalitybk8 WA so nook Naki88 0441. S*Fb+ua: Oats it I o $a 0 1 Z- 41 draw ng no. W1 1 -03 N //j (. \ / / / ;; \ J ii (0X0) =ELITE W. DOOR W. / / / / \ A ( ono ) raesucr Rims* nalitybk8 WA so nook Naki88 0441. S*Fb+ua: Oats it I o $a 0 1 Z- 41 draw ng no. W1 1 -03 3/18° HEAT STREAM GLASS .020 INTERLAYER SAFLEX PV/3 8Y 'SOLUTN' 3/16° HEAT STREW() GLASS SILICONE OE RGS7701 GE 1200 3/16° HEAT STREAM GLASS 1/4' AIR SPACE 3/16' HEAT STREAM GLASS .090 INTERUDERR SAFI.EX PVB 8Y 'SOI.URA' 3/16' NEAT STREN'D MASS SILICONE GE RGS7701 • GE 1200 3/16° HEAT STREAM GLASS .090 INTERLAYER SENIRYGEAS BY 'DUPONT' 3/16' HEAT STREAM OIASS SILICONE OE 1R 200 1/8' HEAT STREN'D GLASS .090 INTERIAYER SENTRYGLAS BY 'DUPONT' 1/E' HEAT STREN'D GLASS SILICONE GE ROS7701 OE 1200 AWEONUN SPACER SMS AT 4-1/2' FROM ENDS AND 10 -1/2° 0.0. EPOM SETTINO BLOCK 1/8• X 3/4' X 4° LONG 2 PER UTE, AT 6° FROM ENDS ALUMINUM SPACER 18 SMS AT 4-1/2° FROM ENDS AND 10 -1/2' OZ. EPOM SETTING BLOCK 1/8° X 3/4° X 4' LONG 2 PER UTE, AT 6' FROM ENDS GLASS TYPE 'A' GLASS TYPE 'Al' GLASS TYPE 'B' GLASS TYPE 'Bl' GLAZING OPTIONS GRASS TIDES 'A' OR 'B' (ABOVE) GLASS TYPES 'Al' OR '81' (ABOVE) SIUTXINE GE RGS7701 GE 1200 SILICONE GE RGS7701 GE 1200 r/F.Ufi' APR l'j.20t2' MY WOOD BUCK EDC DIET. C (SEE NOTE SHEET 9) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING NEA EDGE SIRUC uRE TYPICAL ANDAG SEE ELEVATIONS FOR SPACES WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCH0RS: SEE ELEV. FoR SFAdNG I/4° DIA. ULTRACON BY .FLW (Fu.177 KW. Fy.155 IMO INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1 /4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1 /4° MIN. EMBED INTO CONC. OR MASONRY 1 /4° DIA_ SELF DRIL.UNG SCREWS (ERAOE S CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. TH( 1/8°) INTO METAL STRUCTURES STEEL : 1/13. THK. MIN. (Fy = 36 ICS1 MIN. ALUMINUM : 1/8° THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY a 2° MIN. INTO WOOD STRUCTURE a 1° MIN. INTO METAL STRUCTURE a 3/4° MIN. CONCRETE AT HEAD, SILL OR .IAMBS Fe = 3000 PSI MK C -90 HOU.OW /GLLEQ BLOCK AT JAMBS Pm a 2800 PSI MIN. k11.0 ...11201:04 APPRD FOR RATER REWSTANCE UMR MAX. EXT(+) LOADS TO 100.0 PSF (SINGLE DOOR) LAST MAX EXT(+ ) LOADS TO 80.0 PSF (DOUBLE DOOR) 0PRRATING UNITS STANDARD THRESHOLQ APPR O FOR YIATER RESISTANCE LIMIT MAX EXT( +) LOADS TO SSA PSF LOW THRESH(,Q NOT APPR D FUR WATER RESISTANIE OPERATING UNITS 1 5 A x 02 -10-„ s O 01 W (do, ex no • 0 a rir: 1 A 0124.11 404. PER 810 00100701 0 01.1612 00 MANSE MS SOEE! x-249 PLUM art-SMNO Oft w/ MBAS (UM) i AL- FAROOQ CORPORATION a T B PRODUCT DEVELDEVELOPMENT M. WINDOWS LLC. 12885 f .W.87 AVE 601 N.W. 1 2TH AVE. WAAB, FLORIDA 33174 POMPANO BEACH, FL 33069 TE2„ C TEL. (954) 781 -4430 FAX. (994) 781-5078 COMP-AN w11 -OWNS TYPICAL ANCHORS SEE ELEVATIONS EDGE GIST. FOR SPACING ALTERNATE ANCHOR LOCATION I ' LI ALT. FRAME JAMS 3/8° MAX.. , SHIMS .• /10 x 3/4° PH SMS AT 6° FROM ENDS AND 24° O.C. MAX. #1O X 1° PH SMS AT 4° FROM ENDS AND 18° o.c. MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING BUTT HINGES DOOR FRAME WIDTH vaastactiavivaa =is dS1110114 Bt4M ui. k77'IT PANEL SIDELITE UNITS 3/8• 1/2° FROM SU EIOS PANEL SIDELITE UNIT (STD. THRESHOLD) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PANEL SIDELITE UNIT (HIGH THRESHOLD) (sheet t o of t 6) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING DIRECT SET SIDELITE INSTALLATION DETAILS 3{e° MAx.• .. TYPICAL ANCHOFS • SEE ELEV. FOR SPACOC EXTERIOR D. OPO. 110 X 1° PH SMS AT 4° FROM ENDS AND 18° O.C. MAX TYPICAL ELEANCHORS FOR SPACING DIRECT SET SIDELITE UNITS 4.000 1.760 760 - Ln , V IN "OM `a COMP- ANL \W11- 03TMW1 4.000 1.760 0 ,.780 O 2.375 6.280 L 11 1 u p' Q 8 ii ii4! ,090 - 1.843 FRAME TM-099 2376 PANEL GLAZING 4 rM BEAD -155.0 HEAD 1.843 .145 S(DEIJTE HEAD/SILL OW -789 E 3485 .713 2.375 - L 2125 ® SIDEUTE GLAZING 8S0 1.799 BEAD (MSUL LAM. GLASS) ® DOOR .082 JAMB/SIDELRE ._-- - - -'1� 1.780 848499 1.488 .125 0.310 PIVOT HINGE 02488 OW ®M 11916E 2.125 r,� 37889- HINGEA PO1 LOU FRAME 12s2 's� 1 1 i T.M. WINDOWS LLC. 601 N.W. 12TH AVE. POMPANO BEACH, FL. 33069 TEL (954) 781 -4430 F9x. (954) 781 -9078 • 1.600 4.000 1.500 10 D RAIL 880 .128 2.082 1.NE MID RAIL CORNER CHANNEL - QB•d • 825 .082 ® STD. SILL MAPPER 1.000 •500 .158 A9J 1.730 - --1' • - 1.750 ! + MI • os • 2 ..BSS ,.� 1.030 LOW THRESHOLD 8970119 1858 1 3.681 HINGE CAP F.11. LIP' 4.330 / ,, 4.000 _J, i 3.875 --�j • I' 838 l 1279 • 1829 / O HIGH 188- tA9DAPTER 29 ® -Liu- u- �- nn r•1en; 1,86.4 4.090 ® DOOR HINGE STILE TM110! A93 �r; `" 4 2.157 .128 -� UM- OlASS PANEL ADAPTER 7M -194 f- 2.000 1 $ $ -- ® DOOR TOP/BOTTOM TM _� RAIL -32994 L .8ffi - -- -- - -.� 1 lse8 nn 4.659 .093 g 8 ° ° °e ,41 . °o {1! i', ° 7.889 8 2040 II �L - ,.760 I d34 i 1574 - F, 1 19 'H' NULUON 188 -121.0 .080 . ® SILL COYER 131-188 4.000 ® FRAME S0.L (STD.) 8.05797 _ -.O7S .628 :J. 1 :1 ® BUTT 2.125 HINGE 2.626 - op No , 1 ^ d 0 1�i 4.000 U4 ACTIVE LEAF LOCH STILE TM-, 72 O WEATHER GYI -STRIP ADAPTER -31828 4.000 A82 ( d •e 1 1. T k '1f� 1.154 31 3.790 4.886 ,_,_i .076 1.287 .999 - BOh rr .. Elo • WALT /6005, ,. • ... �� 2.040 �MI 1•780 .3� - BAR ,. 1� .7791 �.._ _ _.mi 1.986 .188 062 • , 7,s O SIDEUTE OLAZWG As0 ® ALT. FRAME COVER , . 41 ., :- . ..1 1.'8. 9)? f 2011 -i REINFOrmRC212 1.799 _18FSAD (LAM. GLASS) '� NM drawing ftO. W11 -03 ® ALT. DOOR 1.790 JNAB�/SIDELITE FRAME 4.000 ® INACTIVE LEAF LOCK STILE (shee112 of 16) FRAME TOP CORNER SIDELRE CORNER ITEM d PART 9 QUANTITY DESCRIPTION MAT7118L M*NF./ 1 TM -099 1 FRAME HEAD 6083 -78 - 2 BA5797 1 FRAME 884. (570.) 6083-78 - 2A 89701(8 1 L0N THRESHOLD 6063 -T8 - 3 8A6499 2 FRAME JAMB 8083 -76 - 3A 8A AS RECD. ALT. DOOR .19(8/SIDELI72 FRAME 8063 -T6 - 38 BA AS READ. ALT. FRAME COYER 8063 -76 - 4 1M -172 1 ACTWE LEAF LOCK STILE 6063 -T8 - 4A 7M -38018 1 INACTIVE LEAF LOCK STILE 6083 -16 - 5 TM -32998 1 PANEL H0192 STILE 6083-T6 - 8 TM -32994 1 PANEL TOP/BOTTOM RAIL 6083 -T8 - 7 MN 31828 4 WEATHERSTRIP ADAPTER 8083 -T6 END OF DOOR SIXES (709/90TTOM) 8 FD 107 3/ LEAF BUR HINGE 6063 -T8 SUWON & ASSOC. 84 - 3/ LEAF PIVOT MICE 6083 -78 LOIRA 9 OW30769 AS RECD. 9DELDE WAD/SILL 8083 -78 - 10 OW 32222 2 DOOR LOST INSERT 8083 -18 LOCK SIDE 11 OW -34808 2/ LEAF Pty PLATE-NE 1700 &UMW 4" LOOT 12 18 1202 2/ LEAF FLUSH BOLT maw ALUMINUM MILLNAN & ASSOC. 18 741-1214 AS 1900. '11' MULLION 6093 -76 - 18 32001 As REOb. FOAM RUED BURR TEST/WINO - .187 X .250 7 -3LOT 16A 32084 AS RE0'0. MULTI FLAP FOAM F14XE0 BULB SYSTRIPPOKi - - 18B 32011 AS RE0'D. FOAM FILLED BLRE W'STRIPPINO - .187 X .350 7 -51.07 17 F80F 2/LFAF FUSHROLT CLIME. LOCK STILE ENDS (ITN'/ ) 6083 -78 M & M PLASTICS 19 711-29238 1 PANG. BOTTOM R/II. 8083 -78 - 20 - AS REOD. 610 x 1/2° F.H. UNDERCUT ELMS. 5TEEL AT FLUSH MILTS 21 - 2/LFAF 1/2°0 THR8AOED ROD. WASHER & NUT STEEL TOP/30170M END RAILS 22 - - DEAD 801.7 LOCMNO HANDLE - 1(3711 -SE7 23 - 8 88141.71 POINT LOCK - ACTIVE LEAF. 41' FROM 8077088 25 - 38 OUST PLUG (OPTIONAL) PLASTz DOOR JAMB MALL. SCREW HOLES 28 - AS RECD. 110 x 1` P.H. 885. (ASST. SCREW) STEEL OOOR FRAME MEMBERS /MULL CLIPS 28 8A8798 AS RECD. STD. SILL ADAPTER 80633 -75 - 29 BA AS 6800. 9*9* DLL ADAPTER (USED WITH STD. SU.) 6083-15 - 30 TM -180 1 SU. COYER 6083 -76 - 31 79 -162 - Lem 5TBE REI EAU 8083 -78 - 38 TM -187 4 9IIEUTE GLAZING 0846 (LAY. MASS) 6003 -TB 5108 112 GLAZING PER*METXR 36A - 4 SDEUTE MAZES BEAD (*92 4*.. LAM. MASS) 6083-76 SIDE UTE MAWS PERIMETER 37 191-158A OPTIONAL PANEL SAM BEAD 8063 -T6 - 38 788 -194 - INS10.. GLASS PANEL. ADAPTER 8083 -T8 - FRAME BOTTOM CORNER DOOR COMPONENTS (eheet13Td16) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING M.IE RNATE r:ANCROR' LOCATION �i� SEE ELEVATION FH SlRS S FOR SPACING MOD= WNW Ikktfitg Agestotaste -o • R. �y issimus 110 X SEE l ELEVATIONS FOR SPACING • • o TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING HI— THRESHOLD OPTION sheet l5 of l6) SHIM 110 X 1-1/2 Al SYS SEE ELEVATIONS FOR SPACNi VENT MIRTH • • TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPCAL AANNC S FOR SPACING HINGE OPTIONS SHEET 5 SEE LOCK mom ratanuct NEVIS= TYPICAL ANCHORS ININLI iai olL6 es► s .'• FOR SPAZINS elvdraNio OM SINGLE (X) OPERATING UNITS W/ S.H. WOW, r Sdrawing (o. W11 -03 1 v Ni 1.037 .082 .B87 ,825 _f 1.875 FRAME HEAD 1.7. FIXED RAIL REHNF. .062 .375 .280 Q GLASS STOP ANGLE FIXED MEE11NO RAIL 2.541 .095 1.883 18.1 DOOR STILE REM. .140 O STD. VENT TOP RAIL SASH LATCH .780 .082 1.048 0 SASH SIDE RAIL 0 FRAME JAMB C) VENT BOTTOM RAIL • ITEM 6 PAT0' 9 REGD. DESORPTION MATERIAL MANT2./SUPPLIEWEIRSATINS 1.1 OW -31798 1 FRAME '00 8083 -T8 - 2.1 TM -117 2 FRAME JAMB 8083 -T8 - 3.1 - 1 FRAME 991 9083 -TB - 4.1 G5 -35123 1 1*860 MIS. RAIL. 6083-78 - 5.1 TM -113 1 SFO. WIT TOP RAN 8083 -T8 - 8.1 TM -112 1 VENT BOTTOM RAG. 8083 -75 - 7.1 05 -31802 2 VENT JAMB 6083 -T5 - 8.1 TM 118 2/V NT SPRING LOADED EGRESS LOCK ® 8• FROM EPA 8083 -T8 - 8A.1 - 2/VENT LATCH LOCK O 8° FROM E*58 CAST - 9.1 - a R EGO. GLAZING STOP ANGLE AL18*1*41N6 - 10.1 - 2 VENT STOP (8 -1/4° LONG) PLASM - 11.1 - 2 SPEW. BALANCE - CALDWELL 12.1 - 4 VENT GLADE PLASTIC - 13.1 WV -3046 AS REm. BIAS WFATHERSTR P Van - 14. 1 543201 As READ, RN SEAL WEATHERSTRIP 5001. - 15.1 543371 AS REGD. FIN SEAT. WEATMERSTRP WOOL - 18.1 - 1 FRAME/VENT ASSEMBLY SCREWS CRS /10 a 1° P.H. 9M8 17.1 - - FIXED RAG. REINFORCING ALUMINUM - 18.1 - - 000R STILE REINFORCING ALUMINUM - S.H WINDOW COMPONENTS VENT TOP CORNER WA9°' 1001r FlA PC. 705 • APR 10i112 FRAME BOTTOM CORNER VENT BOTTOM CORNER 4 i3 1 4 1 drawing no. W11 -03 (sheet 16 of 16 ) Florida Building Code Online Busines. Professi Regulation 7/9/12 11:27 AM BUS Home Log In j User Registration Hot Topics Submit Surcharge ! State & Facts Publications FBC Staff I BUS Site Map Unks 1 Search I License efficiently. Regulate fairly. Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory FL11398 -R2 Revision 2010 Approved Town and Country Industries, 400 West McNab Road Ft. Lauderdale, FL 33309 (954) 493-8551 tomj @tc- alum.com Tom Johnston tomj @tc- alum.com Thomas B. Johnston 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954) 970-9999 tomj @tc- alum.com Shutters Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Vladimir Knezevich Evaluation Report Florida License PE -10983 Quality Assurance Entity National Accreditation & Management Institute, Quality Assurance Contract Expiration Date 12/31/2013 Validated By ORLANDO L BIANCO, P.E. ✓ Validation Checklist - Hardcopy Received Certificate of Independence FL11398 R2 C 1 2008 Certificate of Independence- FBC- sioned.odf Referenced Standard and Year (of Standard) =Mali!Year ASTM E330 2002 SSTD -12 1999 TAS 201 1994 TAS 202 1994 http: / /floridabuilding.org /pr /pr app_ dtl. aspx7 param= wGEVXQwtDgvIL5K159Md8L8NgFguofa4g954TbR8Pz9XONarHb1LA %3d%3d Page 1 of 3 Florida Building Code Online TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/26/2012 06/18/2012 05/06/2012 06/20/2012 7/9/12 11:27 AM FL # Model, Number or Name Description 11398.1 .040- .050 -.060 STORMLOCS PANEL 2" X 12" ALUMINUM CORREGATED STORM PANEL Limits of Use Approved for use in HVHZ: Approved for use outside Impact Resistant: Yes Design Pressure: N/A Other: REFERENCE SPAN DRAWINGS. No HVHZ: Yes CHARTS IN INSTALLATION Installation Instructions FL11398 R2 II 08 -353 (05 -350) FL 2250 Alum 040 050 060 W Seal All 6 Pagesl.Ddf - Verified By: VLADIMIR KNEZEVICH PE -10983 Created by Independent Third Party: Yes Evaluation Reports FL11398 R2 AE 11398.ndf FL11398 R2 AE Evaluation 11398 NHVHZ sinned 9-10 2008.odf Created by Independent Third Party: Yes . .z 11398.2 050 HVHZALUMINUM STORMLOCS PANEL 2" X 12" HVHZ ALUMINUM PANEL Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: SEE SPAN/PRESSURE CHARTS ON PAGE 6 Installation Instructions FL11398 R2 II 12 -142 050 .Ddf Verified By: V JOHN KNEZEVICH PE 10983 Created by Independent Third Party: Yes Evaluation Reports FL11398 R2 AE 050 HVHZ Evaluation 2010.Ddf Created by Independent Third Party: Yes 11398.3 0615 HVHZ STORMLOCS PANEL 2" X 12" ALUMINUM STORM PANEL Limits of Use –_� — Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: N/A Other: SEE SPAN /PRESSURE CHART PAGE 6 Installation Instructions FL11398 R2 II 12-129 0615.Ddf Verified By: V JOHN KNEZEVICH PE 10983 Created by Independent Third Party: Yes Evaluation Reports FL 1398 R2 AE 0615 HVHZ Evaluation 2010.pdf Created by Independent Third Party: Yes Contact Us :: 1940 INarth Monroe Street. Tallaha _FL 32399 Phone: 850 - 487 -1824 The State of Florida is an AWEEO employer. Caovrlaht 2007 -2010 State of Florida.:: Privacy Statement :: Acessibllity Statement :: Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a pubic- records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions regarding DSPRS ADA web accessibility, please contact our Web Master at webmasteft8dbor state.fl.us. Product Approval Accepter http: / /floridabuilding.org /pr /pr_ app_ dtl. aspx7param= wGEVAIwtDgvIL5K155W1d8L8NgFguofa4g954TbR8Pz9XONarHb1LA %3d%3d Page 2 of 3 LABEL LOCATION , 2,02" , 1.05" (TYP.) ).9r, , 2.02" , 1.05" MIN. ITYP.) SEE NOTE No. 10 .17 1200" COVERAGE 14.374" g2.0r , SEE NOTE No. 10 , 6.000' COVERAGE 8.332" STORM PANEL HALF STORM PANEL ••■• SCALE , 3" • V -0" , 1.525" , 1 V SCALE = 3" • 2-0" ••••50 MALHINC ata' .'r rr.: � . , .e°e", SpCRR�E�WT�2 MOpGiSTUD ,375 R .524, BNE ' REVERSEOI eni • �, \ - .090" ,424 � L. 91" \ \ 16i, 215w\ \ x `2i5• .090�\"2�g15� \ ry ` \ .090.6 x6' \ 8 "\ .09r Q6YN. " ♦ 1.00" MIN. S M' 3iS" R ,.700; , 63r ' 5.00' MAX' '$ STUD ANGLE ® ANGLE ©CGTTALCK (FINISH) 6), C-TRACK SCALE a 3" - T-0" SCALE ,r = 2-0" SCALE . HALF SCE SCALE . HALF SIZE • .062"1.2350`., .000 ;3.00- MAX., 2.250" • , ' , 2.250 ).07; 2' °mm -- .094" TYP. x.094" TYP. sell 'is • t 4 094 di e • 094 N .120" p°i a 06 ��°- °- 6.062- .725 -, a• • N .082" • • • ' •975" • 375° 2-020 ", ,2.000 .101 _ .094" .094 !'e N 6.062" • ,2.020", 1/4 -20 MACHINE _Mr O.CAS 1 125" TYP. • 2.00" KN. ' 5.00" MAX. 250" O'II° HEADER O'U' HEADER ® BUILD OUT °U' HEADER O STUD ANGLE SCALE , 3^ • 1' -0' SCALE , 3* = 1' -0" SCALE . 3" = 1' -0" SCALE ■ 3' = V.V. 376" 375" ,..3.985" MAX._. , .190 ii .190 // • 1�// \ `3133' `465 "`655" •440" \ • 3.465"655" 1- ♦ • �' • .092" (TYP.) 3313".452 ".-655" • 0 0.090" (TYP.) fa, 0.090" IT VP.) 373" e P , ,37r ♦ o - 0 H 120 GAL GARY. STEEL OR 40 .88 • - - 0110.05r6063-76 ALUM a� � ara) ® STUD ANGLE SCALE 3" • 1' -0" .875 ", 64 N •.1. • .563'0 GMBRAL NUM O BUILD -OUT F -TRACK 4 TICS PROM= EROA5515600295 COAT F4CTISS AM FOR OESEA0010D ism) ASOf ReQW10060 Er , au.v a a_me 01THTT6HuamcRBU6WGCOO.THIS PpOpUC'165U1TAPLE HR IRS7ALUOION LYARFKOF TIE HIGH ` `' ' YELOCJiY IRlRR[CAA4 ZY11E {MA2I i. 618 CONFOR1 WTH ABBUIID GAT ml EUAND203.WUIRRaPo�STAMAB 1. 40 INCREASE IN 41,090 LE SOZEi4 HAS BERN USED III Ty2 DESIGN OFT16SPROMO. 0250 LOAO@JRAri9ti t:; PACI19OF 13 01663RD FORM SCREW Dffi131IN Y00O1. 4 O0TP4IM THE PC5010E AHD NEGATIVE MGR 10105 TO or MEN PDERPi>(116i 1115E 000.0,111511 AOARDAT.CE MTH THE GOVERNING 000E MODYERAW.5 RN) MOWN. S 1304E AROIUCaEVNUAT1CN000Ub7NTa65E PREPARED 6111E PRODUCT ENVER ASS ATE DEVAIC. 0660 CO 0601 DA UM i S IR0.AT109 PAEPAi0D IOR A SPECIFIC 561E • 2.00- • OPTIONAL LEG DIRECTION MANIAC3AtLOY) KEYHOLE O'P TRACK O'P ANGLE - TRACC V WING NUT O WASHER cti1F :HALF 362E SCALE + HALF SIZE SCALE = HALF SIZE SCALE , HALF SIZ@ --- - --- _ 5\‘ IDE rr114 I. V MIOUNT p60 6. MGT PR0O.CTLt'A10AT10YDX1T6 TS SING CTTLY BBTn Caws 61015.210E1HE RCN= p , Lmex.. SEE STORM PANEL SPAN , AD00R3TRARVE COOS. 716E PRODUCT EVAUWT{070041N�EYTSARE INTBICED FCR USE CRP 6YAUC @$W CONTRACTOR. DAiORRWLSTERWARC ARCHITECT sLaTA�ETD�A9rt�DSrTHECDYTR4cTae SCHEDULE - TABLE 1 7, I TYPICAL HORIZONTAL ELEVATION n p� App SCALE, 1/4" = 1' - 0" 110 CCttIR4000602 5 NOT MOTE RCM THE 00106016 B �'AIlED HEREIN ARO TIE CONTR3C( TERMS VD DIE EDDIESSIRISTIR5 DES60111110ATE ID Era RAN 01WERNA:R0K THE O' ww • -.r v+svru la.• ,. SRUC1.3915551RATE50ETAARD HEEIN. 0001 C70t SNM.L 0151 Y Et6S7RYi MOUE an CTIXSTAND (PERPENDICULAR TO PANEL SPAN) TYPICAL SECTIONS • .. • 121 SUPETIMPOSBO MOOR SHUTTER. R. A;TERA'OAS OR ADOMO%T01195000211NT ARE ROT PHDD41E0. R C1H31 TrE SITE CONDTTION5 DORM PROP VISE PRODUCT EVADIA1107IOOPENTS, 517E SPED1C IOOI4E1115 SHALL BE PnEPJEED BY A IIO68W AND REGISTERED OELH:ATED13501: {R ORtornitcT. SAID mama A� B� OA0{,10 146160. MO EM SI OF THE BREWED Em en01 SI.3, TO T/TE enavirr BA.Th'NER FOR REVE2AS ACLIOPTON TO THE B01006560+TOAI GRANTING 11509R A0P1WM. it EACH SHUTTBI765EFSLYSAILPEaET61 A181TLYIABEIEDMI19102 'OFONEEND fACH9ANELASFOLLOI45' TdNR67 ADO YIN 15 9 LLB. 4661 MOILS p f6CAEP5RUparLm 11, 1160R.ffiAMD MOlANHALP TIES tiCETI tALOAST ALUMNA 610106046! k0K51 1014.S1YG NJII6WM U. AD. BOLTS ANDV:491ASSRJ6. RE GALVANZED CRSTAXESS VIE. MTHAM01021E T9BDESTREIGM OF 60 9.51. U. ALL 66 10015 SHALL BE 6D6346 4.IIF10J6 ALLOT. OAR 14 AWIERUL599ORCAT{0S1i01W 1931EDYARE TIE NAAWI LIWTSRPRESUiTATIOTT CP MURALS UM IN 15. 0 60 6 0 6 0 1 5 5 19 6 1 3 0 01 0 BE 0116004 A00AS ROD CON'OIT1O16 =TAM PADS MAY BE MOUND HOOQOtlTAOLTLL1ifRE666IXOR8 T6U6940060 MAY NOT BE DUO FOR HORIZONTAL mum= CO`IDTrt0H1. 16. 0 MIL OVERLAPS 0PERTRG BY 1510011169 TAPBET.`IEN T1ALL AND PAS, NO SIDE CLOSIWE ARE REQUIRED. TOP MOUNT PLAN W (TV. I BOTTOM MOUNT TYPICAL VERTICAL ELEVATION SCALE, 16/4" • Y - O" 1/4" MAX. •2 .315'0 315 "0 FASTENER 80 12" 0.C. FOR DESIGN LOADS LESS THAN O EQUAL TO 110 P.S.F. S BP 8" 0.C. FOR DESIGN LOADS GREATER FOR ANY ACCEPTABLE ANCHOR)SCHEDULE ALUM. ANGLE CLOSURE PIECE 1" x 2" • 0.125" MIN. TO 2" x 5' • 0.125' MAX. )" MAX TRAP MOUNT CLOSURE DETAIL SHUTTER OVERLAP SHALL BE A MINIMUM OF 1.5 TIMES THE SIDE CLEARANCE BETWEEN .. THE SHUTTER AND WALL . \ \___( MAX. • AL1.614 AIE0LE 1 BUILD-OUT CLOSURE PIECE DISTANCE 1" x 2- x 0.125- MIN. TO r x4" x 0.123- MAX. EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING. SEE ANCHOR SCHEO. BASED ON TYPE OP STRUC. BUILD -OUT MOUNT CLOSURE DETAIL, 164" 15 :R 1 MAX. ffi -1MAX. EXISTING CONCRETE HOLLOW CONCRETE AT.00K OR WOOD FRAMING. WALL MOUNT CLOSURE DETAIL TYPICAL CLOSURE DETAILS (PLAN) SCALE, 1-1 /r = 2-0" ll EXISTING CONCRETE HOLLOW CONCRETE 5LOCK OR WOOD FRAMING. SEE ANCHOR SCHEE). BASED ON TYPE OF STRUCTURE FASTENER OR 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. 6 r 0.C. O F DESIGN LOADS GREATER THAN 110 P.S.F. ISEE ANCHOR 5CHE0. FOR ANY ACCEPTABLE ANCHOR) 1 1 C:LMiD3 Projo6S9rlDisparate_CADRVIKz th \CAD20 12112- 1 4 2_7&C_0S001RO. A l2. 142 -01.dwg, 4/22/0012 7.5203 AM, Later, 1:1.02309. vaa EXISTING CONCRETE HOLLOW CONCRETE BLOCK OR W000 FRAMING EXISTING GLAZING \1/2" STEORMM PANEL SEPARATION FROM GLASS TABLE 2 EXISTING GLAZING comucnoN TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 4 40411 2 EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING ITYP. TOP AND BOTTOM) 1/4" MAX REFERENCE ANCHOR SCHEDULE FOR MAX. C1( SPACING REF .RENCE ANCHOR SPACIN sr_- RUG LE FOR MAX. EXISTING GLAZING k 1/4" MAX. O WALL WA MOUNT SECTION SCALE 3° .1' - 0" EXISTING CONCRETE. HOLLOW CONCRETE BLOCK OR WOOD FRAMING SEE MIN_ STORM PANEL SEPARATION FROM GLASS TABLE 2 C1 cOMI&CIIO1 TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING U4- MAX. OPTIONAL. LEG DIRECTION CONRECIIONTITE REFERENCE E EANCCHOR SCHEDULE FOR MAX. SPACING IEQ.. EQ./ 5 1/4" MAX. SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 4 4 MAY BE Ind REVERSED /r,1 LEG (DIRECTION EXISTING CONCRETE HOLLOW CONCRETE BLOCK OR W000 FRAMING Z nF to = 1 0 44 my1 BYl ayy 0 GLAZIING CI CONNE0101 REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING - _ 0 EXISTING CONCRETE. HOLLOW CONCRETE BLOCK OR WOOD FRAMING (TYP. TOP AND BOTTON) REFERENCE ANCHOR SCHEDULE FOR MAX SPACING 1/4" MAX. SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 ♦ 1/4" MAX. 61 OPTIONAL TOP MOUNTING 1/4 -20 MACHINE BOLT WITH LOCK NUT 12" 0.C. (TYP. TOP 6 BOTTOM) © BUILD-OUT MOUNT SECTION Ki0 \ SEE MIN. STORM PANEL SEPARATION FROM GLASS g co TABLE 2- 61- z1 1 w0 m W ._ w Z E4 \ 1/4" MAX. DEMO. E ("ASS THEP SEC.) ANOWR KYLE V4r Met 2 -V2` saaw WWI MMMYM 1- 3 /44pI °p�PE L?RRT V4� I 1 tortio 1101. OR 81aa 0.3S" ` 1 -V4° Kti) ION m00t V4 ".POW" CALK -M W /1/a" VL.2 > AgAE55 SOffiW 033555 05 WOOD KG AW WINO >s° I 4" r 10" CONNECTION SCHEDULE FOR MAX. SPACING OCEALE. 3" WOR MOUNT SECTION SCALE. 3° . P - 0` THREE 1/4 °0x MIN. 4- LONG WOOD LAG SCREWS 24" 0.C. MAX WITH 1 -3/4" EMBEDMENT INTO WOOD 1- 1/2-1 -1/2" MEMBER / / / WOOD ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO THE PANEL FACE EXISTING STUCCO FINISH OR PLYWOOD SOFFIT 1/4" MAX. 41144 3/4° 1 TEK SCREW 4314 p 12" O.C. 1 u BETWEEN T.EiN TRUSSES .07 x40 EE EXISTING GLAZING - SEE MIN. STORM PANEL SEPARATION FROM GLASS 'TABLE 2 FASTENER& 6° 0.6. OR 12- 0.C. ,BUT 00 NOT EXCEED ANCHOR SCHEMA SPACING. USE REMOVABLE ANCHORS ONLY W/ KEYHOLE WASHER. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE WASHER C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O " TRACK/DIRECT MOUNT SECTION SCALE. 3` . 1' - 0° 2"x5 "x1/0" x CONT. ALUM. ANGLE OR 4" x1/4" x CONT. ALUM. FLAT 1/4" �^;..;:H " ='... £ MAX. �1/4 "0 THRU BOLTS W/ LOCK NUT ®112" D.C. FASTENER. SEE DETAIL E ANCHOR SCHEDULE. FOR MAX. SPACING TWO 2" 5" x 1/B" CONSIECION TYPE ALUM. ANGLE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING EXISTING CONCRETE HOLLOW CONCRETE BLOCK OR WOOD FRAMING. SEE DETAIL E WE'D§ CAgSfxq Q Div 958m W�G$' y�b' 1 O'PASS THRU° SECTION SCALE 3" . 1' - 0" OMOUNT / BUILD OUT SECTION P SCALE 3" .1' - 0 HURRICANE PROTECTION C L_7201 Ruja151F5DIsperffie „CADWIKraerexhLCAD2012\12.142 T&C_051bIR0-abL12.142-02.dix0, 4!722012 73137 AM, Ledger, 1:1.02375, emed4dXsparatexern W000 ROOF TRUSS OR FRAMING MEMBER EXISTING STUCCO FINISH OR PLYWOOD SOFFIT EXISTING GLAZING /1- 1/2/1 -1/2/ 1x4" OR 1x6' 062" CONT. ALUM. TUBE (6063 -76) SEE LMIN.pSTORRpM PGLLASS TABLE 2M ONE 1/4"0x MIN. s' LONG WOOD LAG SCREWS 24" O.C. MAX WITH -1/2- EMBEDMENT INTO WOOD MEMBER TWO V4`11x MIN. 4" LONG WOOD LAG SCREWS (1 24" O.C. MAX. WITH 2 -1/2" EMBEDMENT INTO WOOD MEMBER •14x3/4' TEK SCREW 92' O.C. BETWEEN TRUSSES GLASS OR DOOR SEE MIN. STORM PANEL SEPARATION FROM GLASS n TABLE 2 -.1/2",... MINKs141N. coreacnata REFS NCME SCHEDULE FOR MAX. SPACING EXISTING CONCRETE. HOLLOW CONCRETE BLOCK OR WOOD FRAMING O G BUILD-DOWN / BUILD -OUT SECTION SCALE, 3" • 1' - 0" W W Z J m aF o o DETNLL W = Tin in mQ 'B' w C1 CONNECRON TYPE ,EM137' REFERENCE SCHEDULE FOR MAX. EXISTING CONCRETE SPACING HOLLOW CONCRETE BLOCK 014 WOOD FRAMING NOTE: USE •0 KEPNER OR • U H IN � AW�UNT WITH AN O C-TRACK ASSEMBLY - INSIDE MOUNT SCALE. 3" • 1' - 0' VY FLYW000 EXISTING GLAZING nr EMBEDMENT TWO 1/4'0x MIN. 4' LONG STAINLESS STEEL WOOD LAG SCREWS 24' O.C. MAX. WITH -3/4" MIN. EMBEDMENT IN CENTER OF STUDS 1- USE NV WOOD LAG SCREW= 1/4' ELCO - MALE /FEMALE PANELNATE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING CONT. 3' • OR 4• • W FRAMING REQUIRED 2° x 6" P.T. CONT. WOOD BLOCKING TWO 1 /4.0xMO64'LONG STAOLLESS STEEL W00D LAG SCREWS 24' 0.C. MAX. WITH -3/4' M01. EMBEDMENT INTO EXISTING STUDS ....1`x4 "x1 /B" x CONT. ALUM. TUBE *14 x 3/4" TEK SCREW i 4a4b ODB`0. MAX. EMBEDMENT 4 4046 4' MAX. 1/4-0x MIN. 2 -1/2" LONG STAINLESS STEEL WOOD LAG SCREW 12" O.C. W/1-3/4' EMBEDM INTO W000 BLOCKING EXISTING GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 OCEIUNG/BUIL D -OUT MOUNT SECTION SCALE; 3" • T - 0' TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT 1 1/16" MIN. OC -TRACK ASSEMBLY - (BLOW UP) SCALE. HALF SIZE 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675` x .125` SQUARE SCREW HEAD 5/16" I.D, AND 1/2' O.D. x 3/16' MINIMUM NYLON BUSHING OR 1/4 -20 NUT (GALVANIZED) USE 6 OR 64 WITH 1/6 -20 x 3/4" MACHINE SCREW WITH .675' x .675" x .120" SQUARE SCREW HEAD 4 to A4 S 4, g r w W ly N= a I 'A J w \1/4' MAX. \ \ r" \1'\ SCHEDULE FOR MAX. \ 14, \ \ \ 'SPACING EXISTING CONCRETE. HOLLOW CONCRETE BLOCK R WOOD FRAMING OU BUILD -O T/FLOOR MOUNT SECTION SCALE. 3'•1' -0" 1111 LOCATION OF STUD 1/2' OA. x 1/4' 10.x 3116' NYLON BUSHING OR 1/4 -20 S.S. NUT (TYPJ M C-TRACK ASSEMBLY (ISOMETRIC VIEW) N.T.S. 1 1 C: 1_ M12Di_PrnjedelMI:dsparffie_CADjWKrwze hLCAD2012\12.142 7&C_0500jRO -s bL12-142.03.duxg, 4122,2012 75151 AN, Ledger, 1:1.02338, aem e>e c¢m SEE MIN. STORM PANEL FROM LASS TABLE 2 - EXISTING WOOD FRAMING CS COMMON REPS TYPE SCHEDULE FOR MAX. SPACING 1/4" MAX. as as as E~ 1- g 3 E y Jvl 1/4" Ne MAX. 1/4 -20 S.S. BOLT & NUT (R 11" o.c. 2 x5 x1/9" CONT. ALUM. ANGLE CI CONNECTION CHE REFERENCE SCHEDULE FOR MAX. " SPACING _ � 1".2" Ja .11 \ \ EXISTING CONCRETE, L.2 8 4 HOLLOW CONCRETE BLOCK 2 "x 5" OR WOOD FRAMING ® WOOD CEILING/ INSIDE MOUNT SECTION SCALE: 3" x 1' -0" 1/4 -20 S.S. BOLT & BOLT & WINGNUT 63 24"" 0.C. ITYP.) OR 22�E 6T LATE EL 6 y 0833 --aALUM.B" 1/4 -20 5.3. BOLT L BOLT & WIHGNUT (8 24" O.C. ) .0 (TYP E �OpR�22' x 2" x 1 /8" BENT PIA L /1° OVERLAP / 4 ", MAX. EXISTING BAY WINDOW 1 , /1" OVERLAP / 4" / MAX. TYPICAL PICAL CORNER CLOSURE DETAILS MAN/ SCALE: 1 -1/2` a T -0" EXISTING CONCRETE HOLLOW CONCRETE BLOCK OR WOOD FRAMING EMS/ / b \ Q\ EXISTING GLAZING 2 a" 11"x 2 "" 2" • 0 055" 6063 -T6 2"" 4 ALUM. TUBE a"x 5" aC NH4CE ANCHOR SCHEDULE FOR MAX. SPAC SEE MIN. STORM PANEL �} SEPARATION 1( FROM GLASS TABLE 2 \ .\ 0 e\ " 0.055" 6063 -T6 ALUM. TUBE 5" LONG HANDLE RIVETED TO PANEL C1 CCOINECIION / REFERENCE MAX SPACING © WALL MOUNT SECTION SCALE: 3 " -1' -0" PUNCH 1/2" x 1" HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL. OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE 9 TYP. 1/4 -20 x 1" MACHINE SCREW RS�T�UDD NWITH 12S " 0C. (CONNECTS T TO ADJACENT PANEL) WALL MOUNTED 5" x 2" x 1/8" x CONT. STUDDED ANGLE ISEE SECTION TI C1 Ca10C11ON 1YPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING \ 1/4" MAX. EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING NON - STRUCTURAL FINISH MATERIAL BRICK OR WOOD -- - - \- 1/4" MAX. EXISTING GLAZING 1/4" MAX. 1-111 —I I I 2" I� Ell ILL \I -11 EDGE I III =III 41F GIST 111=1 _'�.r'�i�`; \1/4" MAX. CORMECTION REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING CONCRETE © WALL MOUNT / BUILD OUT SECTION SCALE: 3 "= 1'- 0" y2/ -1/2" x 1 -1/4" (TYP.NBOT IIDES) OOPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) S N.T.S. • 0 NON- STRUCTURAL FINISH MATERIAL %/ FASTENIINNG PANEL v 0 N IMAX. PAWS MOM a2 -4 & MAX. DESIGN WAD *72.00 PAN INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1 -1/2" n T -0" QJIT/J4S_3_b.� THESE DETAILS OEPICT THE CONNECTION OF THE LAST PANEL FOR AN`` OPENING WITH PANELS pOP THESE DETAILINSIDE. WITH_ L BE IN CONJUNCTION WITH AN "h" M HEADER OR "U" HEADER TOP ttP 5m con 3E C- e •u I . a7( hr- HURRICANE PROTECTION Cagn 12 -142 met 4of6 CASJ O1_ Projeris1691NsperX e_ CAD1v) 1( rme✓ khlCAD2012 \12.142_78d_0500I1111- svb112142- 043'.y, 4/22/2012 7:5:52 AM, ledger, 1:1.02333, mwr.hllEyara1e an • ANCHOR SCHEDULE 5815056013407134301033155 WRVS) 9051ARE019583AIB110501 51159) /OLD 81513 AEISHOA ME LOAD (W) 95F MAX 191 603E fl SPANS UP 10 Of 9079N SPANS UP TO 1815111101• 551.1' EDGE 01STAP$E SPANS UP TO 191E 5008 11 PANS UP TO SPANS 80 TO SPANS UP TO 131644310 )) t5789.019 11 (8810030 11 5191 21.2' EDGE 16300515E Sl +.k. numnm.11.wv> 04'6 30 140114' 14/ "-114' h W Cr O C.) NEVE4191R1RA165 ' */ 414-101 51@7¢14.7 490 53 9 72 0 150 0 430 50 0 72 0 84 0 150 0 6534310(330,414409 CON55575000 TYPE CONNECTI00 TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE t003 rat 5) {5E401E3) 1876 50153) !806 WM 31 • 793603531 551500773) 51 32 53 C4 C5 C1 52 C3 C4 CS 51 C2 33 36 39 C1 32 39 C4 C C7 C2 33 34 CS 61 C7 C3 34 C5 14 14 14 14 8 14 14 14 14 5 14 11 14 14 4 14 14 14 54 14 14 14 14 14 6 14 14 14 14 4 14 9 14 14 3 14 34 14 14 14 14 14 14 14 4 14 E 14 12 T 14 5 14 6 '7 14 14 14 34 10 14 19 14 14 4 14 6 14 7 7 34 5 14 6 j 14 13 04 24 9 14 5 14 6/ I3 5 I' 6 /14 5 14 6 1' 6 1: 8 6 11 14 14 14 2 16 14 14 14 6 14 10 14 14 71 1.4 14 14 14 14 14 'l 93 13 14 [ 24� 9 18 8 �F 14 8 13 6 14 8 14 14 . 14 14 14 14 14 14 7 14 11 14 5 14 £ 14 5 13 5 74 14 14 14 14 13 14 14 14 14 7 14 7 14 19 5 14 14 34 14 14 34 14 14 14 7 14 7 14 11 5 14 5 13 5 4 14 13 14 24 10 14 15 14 14 t• 14 5 14 6 4 14 5 19 5 4 14 11 14 34 9 34 5 13 5 4 14 5 13 5 4 14 5 13 5. 14 5 13 5 5 12 10 6 17 1: 5 14 12 14 14 9 14 9 14 14 7 14 6 14 6 6 14 6 14 6 6 14 E 34 6 3 11 15 34 14 9 14 8 14 33 7 14 5 13 5 5 14 5 13 5 5 14 5 23 5 5 5375177 EDGE 05TAK5E Ti 3° 005 013TAX12 * D 43 0 50 0 720 04 0 1500 14 14 14 14 10 14 14 14 14 le 14 7 24 5 9 14 9 14 9 14 5 14 .4 3 3 14 14 12 10 17 14 14 10 14 5 12 4 15 3 9 14 5 14 5 7 3 4 3 3 3 14 7 13 5 13 3 133 3 IC 3 14 13 9 9 9 14 4 9 4 3 3 3 7 3 3 14 14 14 14 34 14 14 34 14 14 14 12 14 6 14 14 14 14 14 14 12 44 10 6 6 34 31 74 14 14 8 14 6 14 6 14 34 14 14 14 13 14 7 14 5 14 1: 9 7 9 14 11 14 3 14 6 14 6 14 6 14 14 53 14 l4 5 34 6 14 6 17 6 0 E 9 W "'- w•ul wars RIP-51/ MOM 616514rf11R0* 164-20 51b8455 sTRl MM. sear 5731 215155 0650315E 4613 •�T� • D♦ M > i1WOD.COFYKA �/FMNE EKdt04 v-.20 1 511* r4 "•ILLO�tRre 430 12 S00 12 720 12 84 0 1: 550 C. 12 430 50 0 20 84 0 150 0 12 12 12 12 12 11 IC 12 12 12 5 12 17 12 1: 12 12 IC 12 3 12 12 7 12 13 1: 12 9 12 7 12 12 E 12 E 12 10 5 62 - 12 5 1_ 5 12 - _ 12 4 1: 3 - 11 1 .. 5 . 1: 4 1: 12 12 12 52 12 12 12 12 12 1: 12 12 12 12 12 12 12 6 12 6 5103 2112' EDGE 0630116E 12 1/12/212 9 12 12 9 12 12 7 10 12 6 12 6 5 5 12 6 12 6 5 5 12 6 1: 6 5 1212 121212 12 12 12 12 15 12 8 12 12 7 6 12 7 12 6 12 6 5 ////, /7/ 1. 14 1. 14 14 14 14 14 14 . _. 14 12 14 14 14 54 14 34 14 14 14 14 14 13 14 14 2 14 04 14 14 14 14 10 14 14 9 14 • 14 7 14 14 14 14 I2 14 7 14 9 9 14 • 14 7 14 1- . 7 7 14 . ` 14 , 54 7 IAN 1° EDGE =TAKE O O i X111... 1NA ,Ava 1441711* 3F95501411-V4'58 430 50 0 0 840 150 9 B 9 8 ` 5 .3 5 5 '7404 4 2 5% 5 5: 3% A 3 618* 2 12' EDGE =TAME 12 11 12 .2 6 9 4 3 9 6 %6 7 3 F. 3 8 7 5 5 5 %% - j, j 7/ 4,7 5!w .u1,,,,,, ,.u.r 430 SO 0 72 0 94 0 150 0 14 14 14 14 6 14 14 14 14 5 9 5 9 9 9 4 3 1 ? 5 % s 9 ' 9 E 3 5 pv7 430 50 0 72 0 84 0 150 0 14 54 14 14 14 14 14 14 4 17 6 10 1C 3 4 4 9 3% 5% 5' 12 9 12 12 3 10 6 1C IC 3 7 3 7 4 6 i 5 5 5 2-1156E 06707.E 294 14 .' 9 :9 e 6 4 9 8 4 5 % 5 14 14 14 14 11 14 14 14 7 c "9 . ' 8 3 - 11 8 11 11 5 5 5 9 9 5 6 5 / _ 5 / / 5 / 34 14 14 14 6 14 5 14 14 7 11 4 11 7 4 13 3 10 4 8 3 3 6 3 9 9 4 14 6 14 14 5 12 5 22 8 5 9 3 0 3 3 9 3 6 3 3 9 3 6 3 9 5911.3' EDGE 067015E 144 0 All 90315 5140 -511 MOVE 1404175 E500009399 1 04.1041035015 5 3111 414011E 54514 40 0 14 24 14 14 31 50 0 14 14 14 14 9 72 0 14 11 14 14 6 84 0 14 8 14 11 150 0 10 4 10 4 3 14 14 14 14 8 14 11 14 14 6 13 5 13 8 4 11 4 17 5 1 15 1 10 4 3 11 7 14 54 1 14 14 11 14 14 14 6 14 13 . 14 14 14 11 12 17 4 10 4 3 14 12 14 I4 9 13 4 10 4 + 14 9 14 14 7 55 4 10 4 3 12 4 11 4 4 • 430 • 67 0 174YEL[eKALE /POLL! 720 MIDLVa1E�'101nn/AATT1•.14' 55 140 *OI 1411 SCaW 150 0 12 12 12 12 8 12 12 12 12 £ 12 5 12 12 12 12 12 12 ' 12 9 12 12 5 10 4 10- 7 12 6 12 12 5 12 4 12 6 3 8. 3 12 6 12 11 4 8 3 8 3 !! 3,, 8 3 3 9 %�7 3 8V/. 7 3 8 %�7 3 12 12 12 12 I2 6 12 6 0 3 1: 12 9 12 12 6 1: 12 5 12 12 5 r 3 14 14 14 14 10 12 14 14 E 14 6 14 9 6 13 . 13 5 12 - 11 1 12 12 12 12 6 12 8 1: 12 5 10 4 I0 6 4 9 3 9 3 3 5 3 7 3 3 8 11 4 6 1: 4 11 1 12 4 12 6 2C 4 g 3 9 3 8 3 11 14 )1 11 11 12 30 14 11 32 4 3 5. ANCHOR SCHEDULE FA8TB51831.411 O15P419A NSH15) REOti'REOFORWRO1t57 , 120%]50.R SPANS LOAD MRJ.;1941 EDGE =TAME 1141 SPANS uP TO SPANS UP TO SPANS UP TO PSF AMOR TYPE MAO 150059793, ,009r4078 tl 4009401E 11 1EEliiii 64 155E NWT CONNECTON TYPE (810101{ 27 EONNECTON TYPE 3000 57035 60936E50ON 1YPE ESFE ROTE 31 11 CT C2 33 94 CS CT C2 C3 34 C5 51 C2 53 C4 C5 430 14 14 14 14 15 14 14 14 34 14 13 14 14 7 900 Ia 14 la 14 15 14 14 14 14 5 5 14 19 14 14 6 vw44P4rL 4465ORW 720 14 14 14 14 5 14 12 14 14 6 14 0 14 9 5 „UMW= V.Ii 840 14 14 14 14 7 14 9 14 31 5 14 8 14 9 5 Gaol 150 0 14 8 14 9 5 34 8 14 9 5 34 9 14 9' 7 t11`1 1�111� 430 14 14 14 14� 4 13 9 15 13% 1`i 39 9 4 5 9 e 3 O /y y , 72 0 11 6 11 11./2.; 3 4 % a, Otto SrVUI -79 t4NLI5X31 (L 94 0 9 4 9 4% 6, 6 6 5 5[RY 1600 8 ,09/5 s 6 �5©�j/ • 430 14 1- 14 13 13 14 14 14 14 0 14 10 14 14 6 • 500 14 14 14 14 11 14 14 14 14 6 14 7 14 13 5 1AY5130844E 95144E 720 14 14 24 14 E la 7 24 11 5 14 5 13 5 I LKSIOa11t/A41E'* 1-IO15H* 940 14 IC 14 14 6 14 9 14 6 4 14 5 13 5 4 WIrleru'i 150.0 14 5 13 5 4 14 5 13 5 4 14 5 13 5 - ARNIM TARES SPANS AND LOADS SHOWN HERE ARE FOR OETERMSNO ANCHOR SP66338 ONLY 4614014461E 510941 PANE. SPANS FOR SPERFIC 10405 MUST BL 1011350 TO 16056 5MDW81N TABLE 1 2 ENTER ANCHOR SCHEDULE BASED ON 7.1E 5055 TING 5TRUC7URE MATERIAL. 1'T T Sf N AO GREATER THAN OR ANCHOR TYPE AND OGE GN ANC{ SELECT CIE A LD G EQUAL TO EQUAL 33 SHUT LOAD ON SHUTTER AND SELECT .,PAN GREATER THAN CR EOU4L TO SHUT fEk SPAN 3 59€ MOUNTING 55031013 DETAILS POR IDENTIPIC4 T ION OF CONNECTION TYPE 4 (XIS7:NG 5TRUC TURF 1047 BE CONCRETE HOLLOW CONCRETE BLOCK OR w000 FRAMING REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF Ex +STING STRIA' 75,57E ANC 5 RE CO OIRS SHALL BE E INSTALLED IN ACCORDANCE W,TH MANUFACTURERS 6 MINIMUM EMBEDMENT AND EDGE 0151 AWE EXCLUDES WALL 694156 OR STUCCO 7 WHERE IELDT ERIE 13 THAT FASTENERS ERS ARE INTO ADEQUATE W000 FRAMING 41,6110195, NOT P17 w0035 FA5T£N114G TO PIT w000 55 ACCEPTABLE ONLY FOR 510E CLOSURE( PIECES 8 SHALL BE LOCATED N EN ER OFAF105LNALA2. OF S WI FRAMING WOOD STUDT374. EDGE DISTANCE PINES G ACCEPTABLE 5 O EATTER E1EN51310 1401 SCREWS SHALL SHALL BE E PHILLIPS PAN HEAD OR HEX HERO 9 MACHINE 5CR615 SHALL HAV MMIMUM OF 1/2" ENGAGEMENT OF THRE855 IN BASE ASE (SIDEWALK RBOITY 5106E EITHER A PAN HEAD. TRUSS HEAD. OR WAFER 10 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES 11 • DESIGNATES ANCHORS WHICH ARE 0E610068LE BY REMOVING MACHINE' SCREW. NUT OR WASHEREO WINGNUT 52 ALL POINTS SOLO SET AND POWERS CALK -IN 46040795 MAO ONLY BE USED 153 CONCRETE WALLS, HOLLOW CONCRETE BLOCK WALLS OR CONCRETE SLABS ON GRADE. 13 FOR 6160 CRETEFLE0 S54, CONCRETE STRENGTH. Fco3.5 K51. FOR ITW T4PCON. CONCRETE STRENGTH, Fc =3.2 KS. FOR ALL OTHERS CONCRETE 347RENGT14. FO <= 3 KS7. 8 rn gra '� 041 cAvil N 6 G « a LYg� 1 d - 0T1) dV ,..1.1* 2230012 HURRICANE PROTECTION eat 5516 C )SID Pmfats9P".1Dlspmste_ 67111 V1KFtezevicKCAD2012112.142_T&C_ 5501410- U2- 142- O5.dwg. 4,22+2012 7:52 :41 AM, 1ffip, 1 :1.02331.0m08 9Da5a04e tmn T A 8 L E 2 MINIMUM STORM PANEL SEPARATION FROM GLASS POSITIVE DESIGN 1.0AD (W) IP.S.F.) ACTUAL SPAN 11.1 (FT - IN) COLUMN 1 COLUMN 2 MIN, SEP. FOR ALL INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEP. FOR ALL INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 40.0 8 -8 3 2 -1/4 10 -6 5 3 -3/8 50.0 8 -8 3 2 -1/2 9 -10 5 3 -1/4 0 8 -8 3 2 -3/4 r i 3 -1/4 T0.0 I 80.0 I 4 0 � f f- 3'.I! 1 -1/2 a-a , 3 9-0 5 3 -1/4 4 -0 3 1-1/2 8 -4 3 3 900 4 -0 3 1 -1/2 7 -9 3 2 -3/4 100.0 4 -0 3 1 -1/2 7 -3 3 2 -1/2 110.0 4 -0 3 1 -1/2 6 -9 3 2 -3/8 120.0 3 -0 3 1 -1/2 6 -4 3 2 -1/4 TABLE 1 NNNOTTES: POSITIVE NEGATIVE t WIND LOADS. CI ECK THEIR RESPECCTTIVE THE USE THE �pLESSER ppVALUE OF THE TWO. TE T. FOR E NEXT IN(160AR LBETWEEN A LINEAR INTERPOVLA�N MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE 2 NOTE 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETER S. M119. STORM SHUTTER SEPARATION FROM GLAS T A 8 L E 1 a MAX. ALLOWABLE STORM PANEL SPAN SCHEDULE POSITIVE OR NEGATIVE 1851GN LOAD (P,5 F 1 SPAN FOR NED PRESSURE (FT - IN) SPAN FOR POS PRESSURE (FT - 1N1 40.0 12' -0" 10' -4" 45.0 11' -3- 10' -1" 50 0 10' -8" 55.0 10' -2" 9' -6" 60.0 9, -3- 62.0 9' -1" ii 70.0 8' -7" a-w 75.0 8' -8" 8' -0" 80 0 B' -3" 7' -6" 90.0 7. -4" 6. -8" 100 0 110.0 5. -5" 120 0 S' -D" 130.0 140.0 4' -8" 4. -3" 150.0 1 u HURRICANE ANE PROTECTION 163360'6 C V. _Pro1 1.600 ate_CADWIKnezevithiCAD20 1 211 2- 14 2_T8C_05101RQ- abU2- 142-06.Avg 4/22/2012 7:52:32 AM. ledger. 17.02331, www.MIDisyarate mm MIAMI -DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE TOA) www.miamklade.nov/oeraf Amarr Garage Doors 165 Carriage Court Winston - Salem, NC 27105 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 PF.RA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD. 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 M1J (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. PIRA 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: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door up to 9'-0" Wide APPROVAL DOCUMENT: Drawing No. IRC -9509- 189 -21 -I, titled "Model 950 Heritage and Model 655 Oak Summit (24ga) 1000, 2000 Short, Long, Flush and Oak Summit Panels ", Sheets 1 through 3 of 3, dated 04/09/2007, with revision C dated 12/05/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, 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 Resistant LABELING: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence, Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 07- 0619.02 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. 12 NOA No. 12-0228.01 Expiration Date: September 6, 2017 Approval Date: May 3, 2012 Page 1 Amon Garage Doors, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. IRC -9509- 189 -21 -I, titled "Model 950 Heritage and Model 655 Oak Summit (24ga) 1000, 2000 Short, Long, Flush and Oak Summit Panels ", Sheets 1 through 3 of 3, dated 04/09/2007, with revision C dated 12/05/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS 1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D 1654 & ASTM B117, prepared by Architectural Testing, Inc., Test Report # A7420 .01- 106 -18, dated 04/12/2011, signed and sealed by Joseph A. Reed, P.E. 2. Test report on Forced Entry Test per FBC, TAS 202 -94, prepared by American Test Lab, Inc., Test Report # ATLNC 0912.01 -11, dated 10 /13/2011, signed and sealed by David W. Johnson, P.E. "Submkted under NOA # 12- 0228.09" "Submitted under NOA # 07- 0619.02" 3. Test report on Large Missile Impact Test per FBC TAS 201 -94, Uniform Static Air Pressure Test per FBC TAS 202 -94 and Cyclic Wind Pressure Test per FBC TAS 203- 94 for a 9' x 7' Sectional Steel Garage Door, prepared by American Test Lab, Inc., Report # ATLNC 0326.01 -07, dated 05/08/2007, signed and sealed by David W. Johnson, P.E. 4. Test report on Tensile Test for 3 Samples per ASTM E 8, prepared by Hurricane Engineering & Testing Inc., Report # HETI- 07 -T682, dated 04/19/2007, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by Structural Solutions, PA., dated 04 /18/2012, signed and sealed by Tomas L. Shelmerdine, P.E. E -1 Carlos M. Utrere, P.E. Product Control Examiner NOA No. 12- 0228 01 Expiration Date: September 6, 2017 Approval Date: May 3, 2012 TOP SECTION WOOD JAMB ATTACHMENT TO STRUCTURE y Y 6 • X 3' LA' 3 1.11 I JAMO pTTACNMENT 1l1 V1910 CRAB' ��„I8' 7116G 3CRCWS START0T0 6' 180* EWDS 7101 18' a3 0 1/2' EMBEDMENT) 8 X L AHD ATTACH'-NT TI1 8.008 PSI C80Cl TP HB.TI gm BOLT 3/6• X 4• STARTING' 6' FM ENDS ' 24. 20.18 I/O' ENSEEN NT) HD.TI SLEEVE 41100 ! 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 16' 1St. tI 1/4' EMBEDMENT) ITV /RANSET REDHEAD CTRU -8111.T) 3/W X 4• STARTING 6° FRBN ENDS THEN 84• RC. (21/8' EDBEDNENT) q• ice . .•( � - ' "7` r _ MI a X 1 o, USE PARRS 13 FASTENERS TS' APART) AT 8' 0.C. C 1/2' ENDEDID:NT) 121.71 1/4• X 2-3/4' KVDC -CON 34 SCREWS STARTING 6' FROM cos, USE PAIRS OF pFASTENERS C4• APART) AT p8'' 4142.. (1 1/4'' ENEEEERIENgT)) 1B.T1 � 3q/8' X 8-3/4 ST4R17NI) 6• FRG 421158 NEN 80' C. 1/6' ENBEDMENT) CR. USE FASTENERS FOR NOa.LGW C-sa BUICK ELMS AND DOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH NDUNTI4G SURFACE. OPREPPARATIGN OF WOOD JAMBS 8T OTHERS INTEI18ZDIATE RECTUM GSLV STEEL INTERIOR MET wow FAlEE 513' GALV STEEL EXTERIOR IMPACT MOW PRASE n AI W 24 GA STEEL DOOR P�68 1 -1/8' MIN • ADM 1a1•T80 ADHESIVE q PLAO M ACHU ATTACMCD TO V®D V/ T8) 6/16 DIA X 1 -5/13' LAS VOLTS AND 10 TRACE V/ 44) 1/4'-80 ■ 7/S TRACK SPLICE SILTS AND DOTS %WEFT En TO IXPACT VAST/ ERNE 70 3. 11/64' X V8' SCREW - USED. TO PASTE4 DECORATIVE PLASTIC IEAAED WIDOW FRAME 70 TED: ASSEMBLY '1111,415240012101,1(18 LOUNGE M/di KILTS Atill8 W01 (3) D/IY QIA i 1 -D/0. SECTION 5-3 IMPACT NINON DETAIL N.T.S. 6/16' DIA. a 1 -6/6' AT EA. JAM ATTACHED 10 .INS 12 0A. 2*1.18.� STEEL JAW ADt*CK 8111SE 1 7 ®-w31. 6/s SEE CTATILE FS FOR 430 MOW SPACING TRACK CONFIGURATION FOR 28' UP TO 14 TALL DOORS PRODUIVIOBVISIO IIACMX*A Ida Os FNMA INNOniCalls IMPACT GLAZIJ0 FASTENER DETAIL 80 DOWN WEE= BMW IT A E4348742801132121 )8.0' ON B 1 D ED1E 8 OJIIJB BD C 2092 WM 92 MAX x 14 DESIGN LOADS +37.0 PSF -87.0 P8F -ARM MIS= RESISTANCE ,,,ou.. AI EB $6744C1.664. 4%4 S v A . • 910 20410579 :(O"' Sivt V 31 0 .14 • • yas, NEnii � .4* MME 15121 E COURT V88213.3AL01. 1G STS! 180.4 AR?ml BOOTEE 950 11122TAGE 1000. 2000 YODEL 806 OAK SOIEffi? (24g) 1000, 2000 83031. LONG. FLUSH. & OAK OMIT PANELS 881 emu sal WE OWN MSMAIO B 1 wow 6R I mW OI/Dp IC- 9509- 189-2H OM WGGI L 8U6DR RE lB No COOK HO 1 D< I TABLE 1 DOOR HEIGHT SECTION HEIGHTS Btu' EVEREBEIONEEM EN NFEEN I 1111 #3 . #5 #8 1111 21" EWER ® Ell � mum nt ERNNR M.ro 4i � F.t;�...Y... �!.;;,::nt EOM F 18 " 18 " KEA 18 " Y st .: E EOM BIM F sD kYJ EVER 18° IDA KEA® RE� .' W 9 EEO EMINEM W L k..a N ® ®F Nil KW III 18° 18" F 18" Flail 13' 6" #8 21" 12' 6" 11' 6" 10' 6" 9'6" 8' 6" T 6° 18" 18" 18° 6'6" TABLE 2 18" DOOR HEIGHT r TRACK ATTACHMENT SPLICE 1300 O ©© G ©00 ©0 M NA �,. '2 s''s!afA�(, w,stF r�.. wi rH ;r�st"�'� ��^,- r - �3'��,.., �wi�. .,!u -x <.,aF�..s. ns<ra..11 a, c .m,.'Y., ,t.. +.C. .;_s,is.�.mti, 1l4" 038° 46" 56" 88° �� avt eatili ?73.initg ia' 3.n.F. inailijatirEENE I >!EIN i d IEREM © ®© 38" 46° 56"L4 ® =1111 111111•I� . © ® ©© 46" 58° es" 'EAU= BEMars { i tai {I S>=v f E EPs t'J``a l.e z NE ry v�� r'�u �£�,� 4 �.i � E {� . aa� -'P �.. r ��°�s� -& ;r3 ?tea' `k�{ J -�-v c��s.� N ®®Efill© 46" 56" 66" ®©100" 1 IEI � EVER Tr n s9 .E B r E s lS ® ® ©© 46" 56" $8" ®Cil 100. 110 MEM= all BRIO E „art,MENEM BREI .i." v. 110 p ES r YI , SI it i pip Ea 38" 48" 58° 68" fail EA 100" 110" 122" NM= �itfirerwu �i t o �r rs i r A� u�� w iI1 t t ti;� EMIKI �. ,ivr�+r ��Ss�', 1,y �r.�.._ I M�4 5cx.,'. ` om [AKA 46° 56" 88° . 88" 100" ®122' R' M > . ite a-�t ESP °E; m` az < .3 lx ?hsalr.3i�' H °{ Ufa i ¢; i?l. a�:lf E E ?�! I . ;+', .i-.? jtYx i 0�L L 48" 66" 68" X0100" 122° 134° .. . S 8' 9' 88° 100° 10' 11' 112" 124" 12' 13' 138° 148° 14' 160" PRODUCESEVISED Aszepteataa OWEN OF REINS SUE 2Y ASO HOG10 PRE 2 TAO 59 0 ROSS AM 00 C 8*0010IBC MAX SZE DESIGN LOAN +87.0 AV -87.0 PSC LARGE MISSLE IMPACT RESISTANCE 9A 13 CMRSIQE CM VINOTIS41,401 "t eno WIMMIRRAIDI MODEL 950 HERITAGE 1000. 2000 MODEL 555 OAS SUMMIT (21s) 1000. 2000 9$O01T. LONG. PLUM & OAS SUMMIT PANELS 0 4ON BY SYII OIE 0111/0/ DEMO 50 Bib O0/0/ mennoza IRC -9509- 189 -21 -I DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.mlamidadesov /a -ra/ T.M. Windows, L.L.C. 601 N.W. 12th Ave. Pompano Beach, FL 33069 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 PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AR). 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. PERA 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 "230 " Ontswing Aluminum Door w / wo sidelites APPROVAL DOCUMENT: Drawing No. W02-77 Rev C., titled "230 Alum Outswinn; Door w /sidelites. ", . i. uutgo:1 ,, u-r7, p.a1,a.c.► try .:u„puaatitm, aim, v41-4101-U . 411.14111,01. IGvi ed on APR 18, 2012, signed and sealed by Javad Ahmed, 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 Resistant Limitations: 1. Exterior (positive) design loads to be limited per threshold height per sheet 2 of the Dwgs. 2. Max door panel not to exceed 34-1/2" and the max sidelite width not to exceed 37 -5/8". See lock options detail in sheet 7 of the Dwgs. 3. Min 3" OC spacing cluster anchors applies both at head & sill at meeting stiles & sidelite mullion end. LABELING: Each unit shall Wear a permanent label with the manufacturer's name or logo, city, state and 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 there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 06- 0327.02 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chandst, l i.E. NOA No 12- 0308.35 Expiration Date: December 26, 2017 Approval Date: June 21, 2012 Page 1 T.M. Windows. L.L.C. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file # # 06- 0327.02) 2. Drawing No. W02-77 Rev C., titled "230 Alum Outswing Door w /sidelites", sheets 1 through 7.of 7, prepared by Al- Farooq Corporation, dated 08 -28-02 and last revised on APR 18, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file # # 06- 0327.02) 1. • Test report on 1) Air Infiltration Test, per FBC,. TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per FBC, TAS 20244 4) Forced Entry Test per FBC, TAS 202 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No: FTL -5458, dated 02/15 /08, signed and sealed by Carlos S. Rionda, P.E. along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., 3355, dated 01/29 /02 and FTL -3355, dated 01/29/02, signed and sealed by Luis Figueredo, P.E. and Aldo P. Gonzales, P.E. , respectively, (submitted under file # 02- 1016.09) 2 Additional referenced test report per TAS 202 -94, Test Report No. FTL -2648, dtd 06/06/00 issued by Fenestration Test Lab, signed & sealed by Aldo P. Gonzales, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, prepared by Al Farooq Corporation, dated 02/15 /12, signed and sealed by Javad Ahmed, P.E. 2. Structural performance, comparative analysis and anchor verification calculations dated Apr 24, 2008, prepared by Al- Farooq Corporation, signed and sealed by late Dr. Humayoun Farooq, P.E. (Submitted under file # # 06- 0327.02) 3. Glazing complies w/ ASTMS- 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 for "Saflex clear & color interlayer" issued to Solutia Inc., expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by Al Farooq Corporation, dated 01/24/12, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest, prepared by Al Farooq Corporation, dated 03-08 -2008, signed and sealed by late Dr. Humayoun Farooq, P.E. (submitted under file # 06- 0327.02) 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises & renews NOA # # 06- 0327.02, expiring on 12/26/17. 2. Test proposal # 07 -3698 dated Nov 08, 2007, issued by BCCO. 1$ . LLc G\ , Ishaq 1. Chanda, P.E. Product Control Examiner NOA No 12-0308.35 Expiration Date: December 26, 2017 Approval Date: June 21, 2012 E -1 .1 ANCHORS AT MTO. STILE ENDS (5) REGO. FOR WOOD INSTAUATIONS (2) RECD. FOR CONC./METAL INSTALLATIONS 71 8/8° APPLIED FALSE MUF MAY BE USED R4ME WIDTH ( t HEAD iii I .2 • V PI • /id = t-- \ \ = =,- IN __ _- ii / / II / '14' /n ® f ii - -- II ii u aF - = -= WIVE II \ i; \ \/ \ \ \ \ \ \ Loa, :% OPTION 0; / / / ACWVE / / / A. u i I S° MAX. CORNERS (XX) THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SER 'S -23Q ALUMINUM OUT—SWING DOOR W/ SIDELITES APPROVAL APPUES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEETS 2 FOR DESIGN LOAD CAPACITIES. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE SHEET 2 FOR LIMITATIONS. 1 ANCHORS AT MULLION ENDS (8) RECD. FOR W000 INSTALLATIONS (4) REGD. FOR CONC./METAL INSTALLATIONS SURFACE APPLIED USED FALSE !JUNTO'S ANCHORS AT MTG. STILE ENDS (5) REGD. FOR WOOD INSTALLATIONS (2) REGD. FOR CONC. /METAL INSTA IATIONS 13' MAX. HEAD /SILL 33 3/8' D.L OPG. 1 1/4° 37 8/8' 4IDEUTE WIDTH i! • H 25 1/2° OA, OPG. 34 1/2° PANEL WENN THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIOH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED N DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO SFEEL/ME1'AL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSU4UIR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 28 1/2° D,L OPO. 34 1/2' PANEL WIDTH 71 8 /B° DOOR FRAME WIDTH ( OXXO ) F 33 3/8° D.L. OPG. 8° MAX. HEAD CORD 1 1/4° 37 8/8° SIDEUTE WIDTH ratimuct swam usemarm m se l LAMINATED GLASS LARGE MISSILE IMPACT es() a 1 1 NE 0 )--. 2—" `8- k `—S drawing no. W02 -77 (sheet 1 of 7 ) .2 • 11 II " © II = =fit = == =0 i� n II II 11 R= II II II = =yr =. = II O PI is \ 11 \ i /.. \ �� / / S / / ACTIVE / / I / I ,; / / - n /111 / II =X==3t- - -- / N/ V o \ ti =kP = = == \i ! DN -A JIVE II \-- _ t ;I O I� ..I i 33 3/8' D.L OPG. 1 1/4° 37 8/8' 4IDEUTE WIDTH i! • H 25 1/2° OA, OPG. 34 1/2° PANEL WENN THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIOH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED N DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO SFEEL/ME1'AL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSU4UIR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 28 1/2° D,L OPO. 34 1/2' PANEL WIDTH 71 8 /B° DOOR FRAME WIDTH ( OXXO ) F 33 3/8° D.L. OPG. 8° MAX. HEAD CORD 1 1/4° 37 8/8° SIDEUTE WIDTH ratimuct swam usemarm m se l LAMINATED GLASS LARGE MISSILE IMPACT es() a 1 1 NE 0 )--. 2—" `8- k `—S drawing no. W02 -77 (sheet 1 of 7 ) 37 7/18" 78 1/4" MAX. MAX. / \ \ (x) 71 5/8° MAX. (XX) (XO) OX 115 3/18° MAX. 110 1/2" MAX. (OXO) / / 1. \ \ \ \ \ • \ / / / / P/ 4 V \ \ 110 1/2" MAX. (OXO) z 'M,, 1 1 1 (XOX) 149 3/8° MAX. (XXO) (OXX) APPROVED CONFIGURATION$ MAXIMUM DESIGN LOAD RATING e + 80.0 PSF (FOR sEs SHOWN ABOVE OR SMALLER) — 90.0 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE 15 REQUIRED UNIT EXTERIOR(+) LOADS AS FOLLOWS 1 -5/8° THRESHOLD m +53.3 PSF 2 -5/8° THRESHOLD o +80.0 PSF 3 -1/2° THRESHOLD m +50:0 PPS? (OXXO) 37 5/8" MAX. (0) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 lleAl4 f6.61YR 9 NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. . `. 5 u L 1 5 ' 5 drawing no. W02 -77 (sheet 2 of 7 ) / / 1. \ \ \ \ \ • \ / / / z 'M,, 1 1 1 (XOX) 149 3/8° MAX. (XXO) (OXX) APPROVED CONFIGURATION$ MAXIMUM DESIGN LOAD RATING e + 80.0 PSF (FOR sEs SHOWN ABOVE OR SMALLER) — 90.0 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE 15 REQUIRED UNIT EXTERIOR(+) LOADS AS FOLLOWS 1 -5/8° THRESHOLD m +53.3 PSF 2 -5/8° THRESHOLD o +80.0 PSF 3 -1/2° THRESHOLD m +50:0 PPS? (OXXO) 37 5/8" MAX. (0) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 lleAl4 f6.61YR 9 NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. . `. 5 u L 1 5 ' 5 drawing no. W02 -77 (sheet 2 of 7 ) WOOD BUCKS AND METAL. STRUCTURE NOT BY TM WINDOW MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM pI AND TRANSFER THEM TO THE BUILDING STRUCTURE. 3/8' X ; 2 -1/4' FROM Sa ENDS DST. • • o • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 3/8° X 3/8° 1/2" FROM SL ENDS MIAMI -DADE COUNTY APPROVED MILLION SEPARATE NOA ANCHORS ,EDGE DIST. TYPICAL ANCHORS: SEE ELEV. FOR SPACIND 1/4° DIA. ULTRACON BY 'ELCO' (rum in ND, Fy..t88 KS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/4° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY 1 /4° DIA. sELF DRIWNO SCREWS (GRADE 5 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. INTO METAL STRUCTURES STEEL : 1/8. THK. MIN. (Fy - 36 KSI MIN. ALUMINUM : 1/8° THK. MIN. (6083 -75 MIN. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED), TYPICAL EDGE DISTAID INTO CONCRETE AND MASONRY - 2 -1/2° MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE - 3/4° MIN. CONCRETE AT HEAD, SILL OR JAMBS re - 3000 ma MIN, C-90 HOLLOW/RUED BLOCK AT JAMBS rm - 2000 PSI MN. 3 ROWS RUC. LOADS ABOVE +80.0 PSF 418 SS& AT 12° O.C. =w1184t8NdU EIRE DIST. .4 TYPICAL AMCHORS SEE EIEVATION8 FOR SPACING DOOR DETAILS m 0 k drawing no. W02 -77 sheet 3 of 7 Zal 1111111.1111111?■"; ME umi EXTERIOR O.LO. 4".AVid)4114111), •. =MCP WOW lholatifeale emplratim w 11 ;:i 111 drawing no. W02 -77 sheet 4 of 7 ) 05 GW 37880 -A .062 1.843 WEATHER -STRIP ADAPTER OW -31828 ram 9 PAR: / g0ANPITY D990BIP2ION MATERIAL MANR. /SOP11UBB/BBMARKs - 1 T11 -394 1 PRASE HEAD 8053-18 2 OW 28815 1 IRNff SILL 8083 -18 - 2A OW 37319 1 ALT. FRAYS mu. 5083-T8 - 28 1M184 1 ALL FRAME SO.L 6083 -18 - 3 OW 38572 2 S10ELITE FRAME 8083 -48 - SA TM175 2 DOOR JAMB 6083-18 - 4 OW 36048 1 PANEL LOCK STILE 8083-18 - 44 T11172 1 ALT. PANEL L0011 S1B.E 8083 -T8 - 5 OW 38935 1 HIN PANEL OE SIRE 6083 -15 8 T11-081 2 PANEL TOP/BOTTOM RAG. 8083 -15 - 7 OW 31828 4 BFATHERSTRP ADAPTER 6083 -T5 ENO OF OOOR STILES (TOP/BOTTOM) 8 OW 378199 2/1ONOE Asst. 1M OUTER 889 HINGE 8083 -16 0009 PANEL/FRAME HINGE SDE 9 OW 33888 1 /HINGE ASST. TM CENTER BUTT HINGE 8083 -18 0009 PANEL/FRAME HOME SIDE 10 OW 32222 2 DOOR LOCK INSERT 8083 -25 LET SOLE 11 - 3/ LEAF 3/4 x 1 1/4 x 3/4 x 1/8° 1101.. CAP ALW1QWM 3° L0140 18 4037 AS REO'0. i8TRAFAB" CENTERES WOOLPILE WOOL LOCK STILE% 4AMES. HEAD, 591. 18 - 1 /FOND 7/32'0 IOW PIN STEEL AT EACH HIM ASSEMBLY 21 - 2/1.291 1/2"0 THISADED ROD, WASHER & NUT STEEL TOP/BOTTOM END RAILS 22 SERIF'S 400 1 1LTSKSET IONOBL0I2T - ACTIVE LEAF 23 SERIES 600 1 KWORET 0EADOO*T - ACNE LEAF 24 - 2/301OE ASSY. HAVE B0990O PLASTIC FENCE ASSEMBLY 25 — 38 OUST PLOT (OPTIONAL) RABRC 000R JAMB INSTALL. SCREW HOLES 28 - AS RDOA. /10 x 1' P.H. SAS. (ASSY. SCREW) STEEL 0008 FRAME MEMBERS/MULL 0598 27 - 2/H0NOE ASSY. HINGE CAP PLASTIC HINGE ASHY 29 1 SILL ADAPTER (1' X 1' X 1/18' TLS) ALUM - 30 1 SILL ADAPTER (1/2" X 1' X 1/18' 1111 ALUM - 31 1M -015 1 LACK STILE REINFORCEMENT 8083 -T3 FULL LENGTH i 0009 LOCK SIXES 34 TM -054A 2 MULLION 6083 -T5 BETWEEN DOOR /SCE LITE JAMBS 35 OW 31958 4 CLASS STOP 8083 -T5_ SIDE LITE SAONE PER/METER 37 OW 38737 OPTIONAL 0.0. OECORATWE mum 0009 PANEL PERIMETER 37A TM -1894 0PTONAL 0.0. DECORATIVE MOULD 8083 -18 DOOR PANEL PERIMETER DOOR TOP & BOTTOM RAIL TM 081 .625 .750 3.cao .332 3386 ® DECORATIVE MOULDING DOOR HIND STILE OW -36935 ALT. DOOR LEAF STILE 14172 MULLION TM -054A N 9 S u 1.157 1.213 1 .600 .640 CAN...sannww MONUCtafiwniss =MOM 111.1153081x 14nem .045 .429 .062 3.000 L ABS 3.000 ---J 1 .625 �L 35 .1 GLASS STOP GW -31856 STD. FRAME SILL GW -28815 ALT. FRAME SILL ® OW -37319 ® ALT. FRAME SILL 328 LOCK STILE REINFORCEMENT 31 ENTN -075 .1:8 zoiZ drawing no. W02-77 sheet 6 of 7 SEALANTS; FRAME CORNERS AND GLAZING BEAD TO PANEL. SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. HINGES; 7 -8/8° LONG ALUM BUTT HINGES, AT 11° FROM EACH END AND ONE AT MIDSPAN OF LEAF. LOCKS; OPTION A 1 STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOGIC STILE, 41 -1/2° OR 48° FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 38 °.OR 39 -1/2° FROM BOTTOM MANUALLY OPERATED CONCEALED ALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (4) AT DOUBLE(XX) DOORS, (2) AT SINGLE(X) DOORS OPTION 02 MULTI -POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED AT 34 -1 2° FROM BOTTOM OF ACTIVE LEAF LOCK STILE FASTENED WITH (2) #12 -28 X 2 -1/4° OH MS METALLIC STRIKE PLATE AT 34 -1/2° FROM BOTTOM OF INACTWE LEAF LOCK STILE FASTENED WITH (3) #10 X 1/2° FH SMS MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF R ACTIVE LEAF LOCK STILE OPERATORS AT 10 -1/2° & 78 -1/2° FROM BOTTOM FASTENED WITH (2) 18 -32 X 1/2° FH MS (FUISH BOLTS AT TOP & BOTTOM CIF ACTA& AND INACTIVE LEAFS 10 BE ENWGED DURO& PERIODS OF HURRCANE WARNING) FRAME TOP CORNER SIDEIJTE CORNER FRAME BOTTOM CORNER ErRgrt�JAV AR1iAa NIINNAID /AiritMiM11 Aoligosomaii r '°te or droving no. W02 -77 sheet 7 01 7 )