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WS-15-662 O tt -3 "6I2 ti Miami Shores Village T� �IdphlJtte>f 10050 N.E.2nd Avenue NW £ t�t/cir r tas l��; R# [000 p't Miami Shores,FL 33138-0000 Phone: (305)795-2204 ' P � �eDoti X�� Expiration: 09/26/2015 Project Address Parcel Number Applicant 119 NW 110 Street 1121360030550 Miami Shores, FL 33168-4320 Block: Lot: 2620 ACQUISITIONS LLC Owner Information Address Phone Cell 2620 ACQUISITIONS LLC 600 BRICKELL Avenue MIAMI FL 33131- 600 BRICKELL Avenue MIAMI FL 33131- Contractor(s) Phone Cell Phone Valuation: $ 850.00 KIS CONSTRUCTION SERVICES LLC (786)975-5750 Total Sq Feet: 132 Type of Work:main door&garage door replacement Available Inspections: No of Openings:2 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 Invoice# WS-3-15-54918 DBPR Fee $2.00 DCA Fee $2.00 03/30/2015 Check#:9989 $84.60 $50.00 Education Surcharge $0.20 03/24/2015 Check#:9981 $50.00 $0.00 Permit Fee $120.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $134.60 In consideration of the issuance me of this pe t, I ee to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict ormity with the s,d ings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permJ4 assum r sponsibility r wor one by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECT AL,P BING,ME N AL, NDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFI AV T: I rti that all th f re in inf rmation is accurate and that all work will be done in compliance with all applicable laws regulating construction an zo ing. th rmore,I au o 'z he bo a-named contractor to do the work stated. March 30,2015 Authoriz Signat wne cant / Contractor / Agent Date Buildi rtM nt Copy March 30,201 1 � Miami Shores Village REcETV'FD ' Building Department MAR 24 2015 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY' INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2010 BUILDING Master Permit No.ws— V `GGZ PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP A �,,p Y �y CONTRACTOR DRAWINGS JOB ADDRESS: jig , W" ` 1 0`5 7- City: Miami Shores � /County: Miami Dade zip: 0 eg-x(320 Folio/Parcel#:J �� 00,3 0 ,6 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): -9'U® / Phone#: 796 9 ,5eV9 Address: ZI660 2 A tle, yy City: ',d v/ State: 07 0 Zip: �l� Tenant/Lessee Name: . 6I J11i P Phone#: A Email: iA e- CONTRACTOR:Company Name: Y—� >Sc�C t���1 S �t�✓�S Phone#: -7k(o Address: City: State: FL Zip: 7 3 Qualifier Name: — oA SP�rQr Phone#: '7g6 State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 8 O• CSC) Square/Linear Footage of Work: (-2�2. It Type of Work: ❑ Addition ❑ Alteration ❑ New tt q epair/Re1place ❑ Demolition Description of Work: !-kA n &pp— C--tit -Done- �� D l�tC•t��,�7— Specify color of color thru tile: Submittal Fee$ Permit Fee$ M CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ , (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of J of co mencement and construction lien law brochure will be delivered to the person whose property is subject to atta ma ce ie copy of the recorded notice of commencement must be posted at the job site for the first inspectio hich curs day after the building permit is issued. In the absence of such posted notice, the inspection will not be prove nd aon f e will be charged. Signature Signature NER or AGENT CONTRACTOR The oregoing in rument was a nowledged before me this The foregoing instrument was acknowledged before me this dayf �YG 20 i.� . by da/ f lt� �� 20 1 ,by o is personally known to who is personally known to r who has produced as (5>r who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: -dd4laih-team MYLAI EL Seal: ry MYIAI HERNANDEZ Seal: '�` my c sS1oHE NR #NANUEE a212a9 ;.: MY GMISSION k EE 221249 *' • ° EXPIRES:December 1.2016 P EXPIRES:December l 2016 •• o;P' gondedTMuNotar)+PublicUndervait�s Bonded Thru Notwy Public Undwatters P'" ` APPROVED BY 2 I� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) h RICK SCOTI,GO RNO KEN WS C1�ARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CGC1511413 The GENERAL CONTRACTOR Named below IS.CERTIFIED. Under the provisions of Chapter 48.9 FS. Expiration-date:-AUG 31;201.6 KIS CONSTRUCTIONS SEI_VICES LLC 9980,5'iN64TH S7" � �. � , ,� .� ,, > ..., .� ,� `t • MIAMI ,�L33173�1440 � �' �`` °'��''�"" � � �. �* �• :..' ' - �„ f ,' f 4-`-+,wYcw., "�S- .ws ',� E �Y�t'+s?f'b�4,e,..` t1 •� ` �• ■ ISSUED. 08120/2014 DISPLAY AS REQUIRED BY LAW sE4# L1408200001788 i I 4CLAV tiia x Local Business Tax Receipt County, State, � LBT Fav%a k.:a E;L 1AT� �WCOPT NO EXPIRES RENEWAL SEPTEMBER 30, 2015 -.��.a✓..�f kR. s2�i4� ;€x"'s�:,te - r b9' 3 _ .. .:_ i � a .�r't�nea3R tar„ a3r+xz- wqP 5,q <••x £�" �.a�.e .�� ., �,a 7, '.. 4M 1 i MIA MIAMI-DADS COUNTY e 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 (MOA) wwminlamidad amlpera/ Clopay Building Products Company 8585 Duke Boulevard Mason,OR 45040 SCOPE.- This COPE: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 area 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. DESCRIPTION:Steel Sectional Garage Door up to 91-0"Wide APPROVAL DOCUMENT:Drawing No. 103287,titled'Pan Door 9'VP',Sheet l of 1,dated 03/03/2005, with revision 04 dated 01/2012,prepared by Clopay Building Products Company,signed and sealed by Scott Hamilton,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,manufacturing address,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 NOA#10-0908.07 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. NOA No 12-0125.19 Expiration Date: September 15,2015 REC°EI ED Approval Date: April p g 2011 MAR 2 2095 BY: Clopay Building Products Comma NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS • 1. Drawing No. 103287,titled"Pan Door 9'W", Sheet 1 of 1,dated 03/03/2005,with last revision 04 dated 01/2012,prepared by Clopay Building Products Company,signed and sealed by Scott Hamilton,P.E. .B. TESTS t'Subm imed under NOA #05-0316.01" 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 24113.2.1,TAS 202-94 5)Tensile Test per ASTM E8 Along with marked-up drawings and installation diagram of Specimens A, B,C and D Clopay Model 94, 9'x 8' 24 gauge garage doors,prepared by American Test Lab,Inc., Test Report No.ATLNC 0827.01-04,dated 10/22/2004,signed and sealed by William F. Wescott,P.E. C. CALCULATIONS `Submitted under NOA #05-0316.01" 1. Fastener Attachment Calculations prepared by Mark Westerfield,P.E., Sheets 1 &2, dated 03/03/2005,signed and sealed by Mark Westerfield,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS I. Statement letter of code conformance to 2007 and 2010 FBC,dated 01/19/2012, signed and sealed by Scott Hamilton,P.E. "Subml�ed under NOA #100908.07" 2. Statement letter of no financial interest issued by Clopay Building Products Company, dated 08/25!2010,signed and sealed by Scott Hamilton,P.E. Carlos M.Utrera,P.E. Product Control Examiner NOA No 12-017.5,19 Expiration Date: September 15,2015 Approval Date: April 5,2012 E-1 4 3 2 1 1 MODEL CLOPAY 84A. 94, 98, H94 4 mNx1 jam, MONS MODEL HOLMES 48 (a calrCs_'1 REV. NOI ZONE:I DATE: I ECN NO.1 APPVD:I DESCRIPTION MODELS IDES 4F. 4RST, H46T 124 MW 03 1 - 8/2010 SH REVISED DESIGN EMOMM go MISS Mlaaao m DOOR so low twmam DO amts APO®W daa gal.IPI A<mIRD - - �y��AL as WO��OMAN a ma lm-L-M IMML qt lemmas Iwc[�aWORS a yq 04 1/2012 SH AFfiBMED COMPLIAPfCE NATFI 2010 F8C im am camas a Ti BOtta I7O1 Do ORL tOP tRBaMm a Ta t10IIO11 Oi 00a1 80 BaL an s1Ra�a/e> twe�41 aRlaa tRarur 0m ate mcroR9 taae�s a mRtILY �TxR Faw ON 1N[a1 ON pORm1tOD IPgOB4 t1a wvs or amltoll Itamcama MOM>R PHORT BY 8-1-t/r.a a/"■ua OMM me D '° nm ttatAaPpMm t°aaatWPaw;w ®'` ''�'" D P 00 t D OA OR.tr.>r�aaa am F»W ttW > �M R°t P A.on. Pd®r ne m>mac = = � TM LE 1 TOOMM salmlm � .®rFns arc n•s 1• dN YID ND IpR lOtapl OBOIP F6W8 q.1 a NB' WO •D4' m.Stit/afdR N RKY.8t@1 mast C a'°° 1x1 a doSTILE JABLE A MIO Nmt BK4r tiOt own INOI�R P!� u IFOi.St�LfJ04�1� OFeI MM FO twc Rom Raoml.a-o• aww s .al® q1p a� >A66 t4I 114>�INIPL SOFM �• �eR aPeQ SM F. F. PRFA BaS N�8 � I {m •/"Faal 4a m IIPI um AMCHM vo am a m[HallBPY19F8 N Z i >n'$tlP. � w t/a•m 88f="G ret7X 14W m ue.omr MALMIUMMLIM I81.Ib. OIO��NPL B JAMB TO a FPQFM _ MRUMRETT .uuc►rr aFo w,DOTS swim! low IOb�ryM=TM DOW 01ILW P TO Tw fid[M am FROM DM V""THE IDA Sm �"����' OM" Saw' n MR SOO�IIM 5017 11�a w 'IO"'ffix Low P M® 'w1000°A°°OI �' FOR 9189,CMIM 8 AIO IOSOPIr. is OA RIWD IMM 5061 00 XML • t7mN /aa tOtD tlemwm Y-0/O'd'. aMraIR6 fim8lcnW 1 OemMR0W1 OFSO® IO1R 1 S0/ m WRlam tT®MM 0/4m�IOR 856 1p1pq M taw WN Rat VDISMPe ra•. WOOD FRAME BWLDINOS 12 Oa.a".8MM tRlOt tRtO IOYB Of OOOR ORlwO 0FI0.K mMIC 8Y n07 1L61 ttYq h0 -1 P�MwRnN<r.wwu.v annus. 1PbRm Sm @Kiat pia x000 81009 or A SIS ORM tmt IPSO TWI/ROO vM laO Std tffit001 NMM►Mm S V.).100 W"M TO BE OWWAIW OM FOMM m to OMA Ru I�DIKTAEVNBD fs BLOCK WALL OR CONT TE r� a'�p� s 1 asratm a ua Rouu CR/P~i/gbelfled/P ama®N- %1�a16r eavi/ �° aow°Atw°mOD�talua°�/e ro a�nr alaa11mn1 coq®wPt as+/"mm/s s Ama/IeeRNs 19 auRmaRl=100 v_ �F�pI Tt1aa SYO OOF7621D ROO M NOaO M0 O BMa SWLL O SLI!NW 09 t80 f/P MAf, 1444. ye®.00 61F WOMO OOWKIC�J�OW 6WOIaD �� a �a4tD M0 � 8PIS8 ByteMimi will _JAB TO SUPPORT= SHR RE ATEA HMENT r fim Raa ct-lyleb/1•asFl�iµ'} OwmausmOwaM"Maa=a=" DESM LOWS: +54.0 PW -62-0 PSE. JPMU NO.:N/A A ° COMM Tion Shaw OOMMIM C =CI ay 8585°u� Q.OPAY VOCUI"ItATD G A �1 \ /o V"F.V(1-I/4.OWmj PW VOM ammRna MMM#-1/D•VOL mac OBPRWf} P-1/r r Od 0 1.031 Pla/ab Fmc No S1� W O AO- *A13 DESCRIPTION: PAN DOOR OV+54/-82 PSF u Or Min'. ADD m t,�1 DRAWN BY:RJK DATE:04/07/ SCALE:N/A DWG.D •- IJaBf ay R 01t a ODMOR GODO a Dem. t t/? CHECKED BY: SH DATE:03/03/ SHEET 1 OF t =B P$ Yatow SbatOd COwnwin mmae�te ARE IN PcH DWG. NO.: 103287 VER. MD 4 3A7& 2 1 NOTICE OF PRODUCT CERTIFICATION �p CERTIPjC4 CERTIFICATION NO: NI006255-116 DATE: 10/14/2005 CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN �. CODE: 104-3 �'�iIryED ° REVISION DATE: 05/21/2013 To verify that the"Notice of Product Certification"is valid,please visit a%t<�. ;1�11Crrti tiatticn .c�+m to assure that the product is active and cu-rently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if an},corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN Series "Contour Premium Steel Door" 3737 Lakeport Boulevard Double In-Swing/Out-Swing Steel Wood- Klamath Falls, OR 97601 Edge Entry Doors w/ODL Impact Glass or ODL Allen Frame and Endura Ultimate Hurricane Astragal Configuration:XX Glazing: IG-1/8"Tempered Glass/ Laminate-1/8"Annealed Glass/0.090°Solutia InterlaNer11/8" Annealed Glass Frame: W-1880mm(74") H-2108mm(83") Panel: W-940mm(37") H-2007mm(79") DLO: W-559mm(22") H-1626mm(64") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: +60/-60 psf Large Missile Impact Rated Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3195-1/SJW2011-070/W-1556/W-1565 Expiration Date: September 30,2017 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804)684-5124 Fax: (804) 684-5122 398 East Dania Beach BUILDING DROPS Suite 338 A Perfect Solution in Every Drop Dania Beach, FL 33004954.399.8478 PH Li Certificate of Authorization:29578 954.744..4738 FX contact@buildingdrops.com Of JELD-WEN, inc. Contours Premium Steel Wood Edge Full Lite Outswing Door for Florida Product Approval Florida Building Code 2010 Per Rule 9N-3 Method: 1 —A (Certification) Category: Exterior Door Assembly Sub—Category: Swinging Exterior Door Assemblies Product: Wood Edge Impact Glazed Steel OS door Material: Wood/24 Ga. Steel Product Dimensions: 74"x 80.75" Prepared For: Prepared by: S s � •1 � s Florida Professional Engineer# 73778 -Z��:°•\.�G `�F•'•;�p Date: 06/27/2013 N 377$ Contents: Evaluation Report Pages I —5 STATE Qf: �1Z Installation Details Page 6 0 •.•9L 0*0?' .�• W Digitally signed by Hermes F.Norero,P.E. Reason:I am approving this document ,sSypNAL Date:2013.09.04 14:18:19-04'00' ��t/� He"MW Rorero, P.E. Florida No. 73778 BUILDING DROPS FL*: FL14569-R3 A Perfect Solution in Every Drop Date: 06/27/2013 -= Certificate of Authorization:29578 Report No: 2440 Manufacturer: JELD-WEN,Inc. Product Category: Exterior Door Assembly Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N-3.005(1)(a) Product Name: Wood Edge Impact Glazed Steel Outswing Door (Impact) 74"x 80.75" Scope: This is a Product Evaluation Report issued by Hermes Norero,P.E.(FL#73778)for JEL.D-WEN Inc. based on Rule Chapter No.9N-3.005, Method la of the State of Florida Product Approval, Department of Community Affairs-Florida Building Commission. Hermes Norero,P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions JW0509-03,signed and sealed by Hermes Norero, P.E.(FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing JW0509-03 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions JW0509-03 for size and design pressure limitations. Hermes Norero,P.E. Florida No.73778 Page 2 of 6 BUILDING DROPS FL#: FL14569-R3 A Perfect Solution in Every Drop Date: 06/27/2013 Report No: 2440 Certificate of Authorization:29578 Certification Agency: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation&Management Institute,Inc.(FBC Organization#QUA1789) Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 • ASTM E330-02 • ASTM E331-00 • ASTM E283-91 • ASTM E1886-05 • ASTM E1996-05 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratory,Inc. (FBC Organization#TST1589) Report#: NCTL-210-3195-1, Report Date:01/08/2013 Report#:SJW2011-070, Report Date:06/03/2011 Report#: NCTL-210-3195-1A, Report Date:04/28/2005 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#QUA1789) 3. Certification Agency National Accreditation&Management Institute,Inc. (FBC Organization#CER 1773) 4. Solutia Saflex Interlayer Miami Dade BCCO (FBC Organization#:CER 1592) NOA#: 12-1231.09 S. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA,Inc. ASTM E84-08 Report#:3113726SAT-001 111 Report Date:03/13/2009 Hermes Norero,P.E. Florida No.73778 Page 3 of 6 BUILDING DROPS FL*: FL14569-R3 Date: 06/27/2013 A Perfect Solution in Every Drop Report No: 2440 Certificate of Authorization:29578 Equivalence of Test Standards: Various test standards have been evaluated for differences in test methodology, if any,between tested editions of the test standards listed below and those editions referenced in the 2010 Florida Building Code. JELD-WEN, Inc. has tested their products to the following test standard edition(s): 1) ASTM E1996-05 2) ASTM E84-08 Chapter 35 of the 2010 Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E1996-06 2) ASTM E84-07 After review of the above mentioned referenced standards and editions,it has been found that no significant technical changes have been made to the test standards that would affect the results.All referenced standards have been found to be equivalent.All materials test results meet minimum requirements of the 2010 FBC including HVHZ provisions. Hermes Norero, P.E. Florida No.73778 Page 4 of 6 BUILDING DROPS FL*: FL14569-R3 A Perfect Solution in Every Drop Date: 06/27/2013 Report No: 2440 Certificate of Authorization:29578 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For 2x wood buck substrate,use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50"into the wood substrate. B. For concrete or masonry substrate where one by(1X),non-structural,wood bucking is employed,use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed,use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. Refer to Installation Instructions(JW0509-03)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 60 PSF Negative 60 PSF Hermes Norero, P.E. Florida No.73778 Page 5 of 6 BUILDING DROPS FL#: FL14569-R3 A Perfect Solution in Every Drop Date: 06/27/2013 -- Certificate of Authorization:29578 Report No: 2440 Installation Method JELD-WEN, inc. Wood Edge Impact Glazed Steel Outswing Door 6..1— 6" I 1 a a d — — \ a M J- O ~ a0 — — r M Q — — a F I 1 I1 6" -I 6" �. 37 1/2" --.{ co 6" � � 12 1/2" TYP. 6 I I I I I I J a a o m Ob - 12 12 1/2" TYP F" 74" Hermes Norero,P.E. Florida No.73778 Page 6 of 6 JELDWV'EN® Steel 0 WOOD EDGE IMPACT GLAZED STEEL DOOR co 6-8 OUTSWING SINGLE OR DOUBLE DOOR UNIT a o 0) M UTILIZING COMPONENTS FROM ODL°INC.AND 74' MAX. OVERALL —' a ENDURA PRODUCTS INC. 37 1/2- MAX FRAME WIDTH 00 m Delo r FRAME WIDTH 36 1/2" MAX. + °0 0 a°Do W 35 3/4" MAX. ft. PANELe Y ' GENERAL NOTES PANEL WIDTH I /ASTRAGAL O a-- I. --i.THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLOmm 11l ows tti M:5 Z W CODE(FBC)BASE ON 171E SIGNED AND SEALED DATE.WCLUDWG HVHZAND HAS M E d ry BEEN EVALUATED IN ACCORDANCE WITH THE FOUOWWG: 1O TAS201-94 ASTME330.02 ASTME1886-05 TAS202-94 ASTME33I.00 ASTME1996-05 TAS 203-94 ASTM F283-91 vo Z WOW BUCKS BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER ~ O �-- 20 1/2" 20 1/2' V x -4 c� x MAX MAX o LOADS TO THE SrRUCTI RE = 20 1/2"MAXrj = = D.L.O. D.LO. p = O U 3.PRODUCT ANCHORS SHALL REAS LISTED AND SPACED AS SHOWN ON DETAILS W 16 O.L.O. W W w Z ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING � � � � INACTIVE ACTIVE OR STUCCO. 4.DESKINED PRESSURE RATING SEE TABLE L PAGE 1. 15 O 3 Q. 3 DPP. // 0 3 iga5 5.THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR ifKN-1 VELOCITY C a C E O C '� L a co Q df HURRICANE ZONE(HVHZ) 3 / q v 1 q 3 4 < a0 of B.PRODUCT DOES NOT REOUIRE SHUTTERS n B n V CO 2 �� 0 4 ^ WqU i C RESIDENTIAL INSULATED STEEL DOOR(Comaw to all frame cordltiorrs) aO / °� / / o y J o ow W wz DOOR LEAF CONSTRUCTION: 3 y yt Face sheets: 24 GA(0.021'min)thickness.Galvanized steel A-525 d canmercia/quality AKOO per ASTM 620 with average mirrimum yield � oZ strength Fy(ave)=30627 pst. A A A Core Orman:Exptnrded polystyrene with 1.0 to 1.25 lbs density,by J6(d Wen brc. 2 4 2 4 2 4 a a Panel Construction: The active and mactive panels are conshuated fmm 24 GA (0.0211 min)galvanized steel.Tlb face sheets at top and(rolom are bad 90'over REF ASTRAGAL BOLT ITEM 12 0 m Ob top ardbottom raft.The top ref mansims t.0'I*h x 1.688'wide.The steki BANGLE OMFING UNIT/XJ JIIIUBLE D[A 'AVffff I'XX) z z z bottom raa measures 1.21'high x 1.686'wkb.The skies of Ole lace sheets are rag SCALE` Ile =1'-0" SCALE.. 112" =1'-0" formed Into the Iatch and hog&sties wh(ch measure 1.00"hgh x 1.688"wide.The N o V)V) tenor cavly!s ffl d with agwWOd po(yslyr&no The boa shouts am gAW to Om expanded pofyslyrene.The panels are cut out la Ore fto piece ODI.AGrmharm ALL DOOR MODELS ARE VIEWED z o ALLEN flaree.Unks are glazed wd h hampered and laminated impact 1'la On FROM THE EXTERIOR SIDE0 odd double doorappheations the inactive door is fitted with an adnided aluminum w w astragal of X63-TS alloy,marrrdac7ured by Endure TABLE I DESIGN PRESSURE RATING w w w Frame Construction: The frames are consfnrcted of ingerprited pine Jambs APPROVED FOR USE WHERE measunrg 4-9116"x 1.114'7718 head)ambs are mortised and butt joined to PRDTECTM FOR WATM NOTES: the side jambe.and attae hwd with threw(.9)16(114 716"cram x 2'larg IWILTRAT1oar IS REOUIRED 1 — ALL VIEWS FROM EXTERIOR. OD 10 0 staples on each side.The Ovestd dd Is attached to the side%amts with POSITIVE .60.0 PSF 2 — FOR HORIZONTAL ANCI IOR IN 1 X DUCK OPTION IN N three(3) 16GA 7116'crown x 2'long staples on each side. NEGATIVE „80A PSF MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. Glazirky: OOL insulated fife is I*overall Wowress hrg ohne(1) 3 — FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN pane of 0.125'tompered glass:0.5'airspace:two(2)panes of 0.125' TABLE OF CONTENTS MASQst dj/�j�NCRETE. SEE SHEET 4 FOR DETAILS. o w annealed wtth.090'PVB in tedayer by Solutia.Al Iles are sardwb'wd 11 rr, glazed into Ore parols SHEET O DESCRIPTION wily signed M Hennes F .N«aro• am.6118113 Q :.........t c t TYPICAL ELEVATIONS :�:�`��4r57..:� .F. sa1[:AS NO 2 VER TICAL CROSS SEC TION B BILL OF MATERIAL :* ,'fes K ason:lam approving oris document Tar2013.01.11 tdn 1.177 e: rr.2s:sr"W mac.ur: EAG a "IZOWTALCROSS SECTIONS 'a StAIL UT cm Br.-S. SAFFE 4 OPTIONAL 1X BLOCK IN MASONRYA)OWRETE CROSS SECTIONS -pr •s:l r 7+21'>i;:'• : AFP �-6- CRATIM : 5 ANCHORfd(1LOCATIONS ;�.rs. ••........: atmowoDaova,am JW0509-03 398 VANA BEACH LVD,STE 7 UNORPONEW COMPONENTS 'rrrrUrrrN�G� ss�` E BEACH.Fwi FSPR C6nT.OF AUM real 2we sm" -L OF 7 �-— 1" MIN. 1" MIN. Item DESCRIPTION Material s m 1 SIDE JAMB 1 114'x 4 9 16"FWGERIO1"D PINE PINE 2 HEAD JAMB 1 114'x 4 9 16 Fl WAlUOINTED PINE MIN.VM�IN. 19 a w MIN. 1" MIN. / 3 4 x 4 BUTT HINGE 12CA .089"MIN o Z I 4 x 1" HILJPS W 0 SCREW STEEL a 19 35 5 10 PH HD SCREW WITH t } Z MIN. EMBED. STEEL 20 6 }0 X 2"PF6UIPS MTHEAD WOOD SCREW } c v 1 1/2* 1/4" MAX. 2 7 8 X 3 PHILLIPS FIHTEHEAD WOOD SCREW STEEL m m N o MIN. EMB. SHIM THK. 20 8 8X1 pFHUFS FlA7 HEAD 11000 SCREW STEEL O c -2,n \ 2 9 COMPRESSION WEATHERSTRIP 0-LON ODS-650 Vp4YL • o 0 -,_a OUTSWING THRESHOLD ALUMINUM o ro \ 2 12 ASTRAGAL. THROW BOLT STEEL ROD5/F6 x 18 STEEL 0, to o 1/4" MAX SEE 13 ASTRAGAL 1�L7 STRIKE PLATE LOCATED STEEL A SHIM THK. DETAIL A SEE ON HEAD JAMB .4 =t x SHT. 7 26 14 16 Ca 7 16" x 2 L=STAPLES STEEL M a LL DETAIL A 15 KWIKSET LOCK SERIES 400 STEEL S E SHT. 7 26 16 KWIKSET T SERIES 780 STEEL m 28 17 ENDURA ULTIMATE HURRICANE ASTRAGAL. ALMONUM Y 1 5 9 :, 28 IS ASTRAGAL BOLT STRIKE PLATE ON BOTTOM SILL 19 2m WOOD BUCK WOOD 30 21 1 34 9 NDN IM 2 t DOW 995 SILICONE SEALANT SILICONE ' 30 21 22 1 UlACT LG ASSEimY BY omCLASS w z ~ 21 2 1 8 TEMPERED PASS GLASS 3 ` 21 24 3 8 CLASS GLASS = 21 25 I=OLM SDUD W00D x 11 LC � Z 0 21 �m 0 t-w DETAILEG Q$ w i0P� LVL M! GALVANIZED STEEL VOLLW L a m o U SEE 28 QAVW POLYSIYM 1.0 t0 1.25bs DOW BY JF1D ifN "ICD m v1 O SHT. 6 x O DETAIL G F�(TERIOR 29 DOM PANEL SOIL AIA 240/1 CALWWRID STEEL p N 23 Q SHT. 6 A-515 QU LITY 0.021 GALVANIZED W Ix w o 23 3i otwow curio 22 3 LN2 J 33 x 2 PHILLIPS FLATHEAD WOOD SCREW STEEL o w m � 24 m 22 34 3 16 OW BIlaDEX TAPCON WITH 12 i Hpl (]tBEDIffNT STEEL $ p,0 � INTERIOR N 24 35 OPTIONAL 1x WOOD BUCK WOOD o -�— 40INTERIOR o � a 21 a 21 W 21 `' 21 NOTES: z z 28 0 30 21 FOR TAPCON MASONRY AND WOOD SCREW ANCHOR gay 29 SPACING (ITEMS #5 & #34), SEE SHEET 5. o- v�m 27 28FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN z 27 29 MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. U w g OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW g w w 11 SECTION OF HEAD OR JAMB AS LONG AS MINIMUM 1 5 11 EMBEDMENT IS ACHIEVED. cow 0 t t 34a e 0 v 1 1/2" MIN. EMB. ``��tttttettrr,,�r UmQZ 19 Ga: RNs DAM 6/18/13 r: "`. C% 0 sC&C AS NOTED Nc. 617P, S2i aj WW.f1Y: EAG \gw = v^ ti�A of ',r- cm er:S. SAFFEL �--1" MIN. t' MIN. -I MIN. MIN. `•fT, Ci :'ku Fv ne rmwrolc eta: I BZ[rERTICAI CRO S SN4TI N TYP. �.C`'S••....... c�"��� E a 6 � JW0509-03 3 A V C S O T NAt� 2 WDOD !'BANE INSTALLATION SCALE 6" =f'-O' 2 CONCRETE INSTALLATION SCALE. 6" =1'-0" 4ghmttt�A, VAMA wntirnFl etaa�raw 2 or 7 1 1/2' 1 1/2` !�- 4 3 s ABN.,���---�- 1/4' MAX. 1 1/a`MAX. MIN. 5 3 4 I I~ SHIM SEE DETAIL A 15 SEE DETAIL A SHIN 1 1' SHEET 7 22 SHEET 7 MIN. SEE MMI. DETAIL C JO x 9 q o I SH6 a ,n o O> 9 30 2t 21 n ZW 31 OCD O M N 23 ^Q p rpNO n 0 GGo GGo MIN. 0 e IK r,LL IKoD,�t x zs f zt 29 O ►"' E 19 32 21 28 4 W 20 3 ZD Y 1 19 I A HoRmArrAL now B,HORIZONTAL CROs S6>;TION 77p,B 3 6'OOD lK57ALLATION (SCAN.&• 6^ �l•-O`J 'o' 3 NOD IA57ALLATION(SCALB.• 6` =T'-01) 5 4 34 1 1/4` 00 IN. EMB. 1 1/4' ABN. EMB. T — 1 1/4 • MAX. 1 1/SHIMAX M �• 1-O m d 1` MIN. SEE DETAIL A 28 29 SEE DETAIL A MN. U Q W MIN. SHEET 7 15 SEE 22 SHEET 7 1' � IY N Dg2l G y 9 ABN' C) NO 6uj 04Lq9 30 21 "�w 31 U Y 00 J U W42 J 23 ^a 1, pWy w I� Z MMIN N.1. MN. 1., f: MIN•MN. 3 N r f u K [> 33 � tri � O t:� 2 • 25 21 24 2f • Q a 18 32 29 28 a 3 20 q 34 a s m 1 C A�O1 HORIZONTAL CROSS SAL7lON TLP. 8 6 3 CONCRA78INSTALLATION(SCALA£• 6` =f'-O"J v COAICR89'B INSTALLATION(SCALL' O" s•!'-O") FOTES: 17 [DASTAGAL.FASTENER SPACING DETAIL F.SHEET 6. (TOTAL OF 14 SCREIAS). O 1 6 [D LATCH AND OA BOLT STRW PLATES MOLWr TO ASTRAGAL WITH ADJUSTABLE NUT PLATES. — BOTH PLATES REQUIRE/8 1C 3'PHILLIPS FLAT HEAD WOW SCREWS, Z • ',-:�,'.� E>2.BL=TO SLIMTRATE FASTENING MAY UTILIZE OPTIONAL.3/16'DW BUIUEX TAPCON. FOR TAPCON MA.SON2Y AND WOOD SCREW ANCHOR SPACING(RENS/5&J.U),SEE SHEET 5. W ^a QFOR HOIOZOFRAL ANCHOR IN Ix BLICK OPTION N MASOIWY/CONCRETE SEE SHEET a Fit p DETAILS. 1�6 ZB 29 32 25 28 ©OPTIONALLY,ANCHOR CAN BE N MARROWSECIOffA1 N OF i0 OR.dN18 AS LONG AS mmamLAI EIL�DAI£Nt`141 ./,TJC3 Z ETRACAL CROSS SAICTION LHTE-6118113 (SCALE.• 6` =Y �$ NOTED Na 7.`sl7g ' Dw By EAG :. CifAI.E UI .�. ItEitl/EBF.�f1Efl0.PE CHK.BY:S. SUTEL " ''•fir,iR1�Jt';•' w` FLQI=APENO.TJM ORN7YJ.NO.: ........ ; 8"LMNt0wmw- JW0509-03 Sae E DAFDA BEACH W YD.STE me '/lTDD,NDS tt1``,, mXFWECE .OF AUTK NO M T 3 OF 7 f 34 1 1/4- N. EMB. 1'MIN.-- 1'INN.--I �— -- 1/q• o - 1. MIN. 1•MIN. I 1• � -1r SHIM a rte. C. MIN. 1+ SEE DETAIL A 2 229 O~y w WIN. SHEET 7 15 O m O-N m 22 O mNo a 7 Q ' d 9 2f DETAILSEE C row:Y 0 aa0o 2J SHT. 6 i i 35 1' OJ aNh 1/4" MAX. 20 MIN.MIN. IBfft$QS A LL L W SHNd THK. ''t '�'co m d.LL SEE 2 33 ,'s' �,•1;�i S r DETAIL a SHT. 7 Owl 26 r25 21 B 24 28 2 4 OPEA6TINC UNIT 1X BUCX 36 32 1 34 9 OPTION/N AfASONRYIWACRETC 20 1 1/4' 21 (SCALE.- 6" =l'-O") 1 p U Z 30 - _ MIN.EMB• W 2_ ZO 1/4•MAX. 3 1 21 21 1 — I r 1• 0 t LU JW 22 SEE DETAIL A 1• MIN. U P O N SHEET 7 2N SEE MIN.w D G EXffBiOB SHT. 8g 21 a 9 h e p JV 23 nW 31 �p�9 p>' -t 22 �a _ 1. wiz m UVUi 24 MIN.1• 0 MIN. 0 W a ; i •,sr� � �; 1 a� V\ � 21 f1B � 0 0 XZ 21 1 1/q• 21 29 28 q cc ^0 MtlJ U m 30 EMB. "I 3 4 20 35 1 rm 2/ 34 19 20 �A/XONTAL CROSS SBL'T/OX TYP. 1 2 31 32 4 OPERATIAV UNIT/Z BOCK 6 z 27 29 OPTION IN HASONWIWAACA97rF - v AWRT HINCE SHOFN• LV7 H/NC6 OPPOSITE SROFN 1• MIN. o (SCAJA/• 6•• =1-0") 11 1 3411 \ Z 1• MIN. v rY OX NOTES: w �rOR TAPCON YA8014M AND%VCV SCREW MCHOR SPACM(MVIS pb&134).SEE .f .- \im Q o SEE DUAL A SHEET a 1'MIN. 1- IMIN. 1 Maa 1• MIN. V V \\\ ON SHEET 7 AS wNn9ni ANCHM CANS",'irn�*rrr PLACED @I NA�OW sEC/X/N of HEAD OR Ja18 As LONG ^z c a 1/4. ``.'` E``' `N() �iNATE:6/18/13 F-MAX. \_4,J 1 VERTICAL CROSS SNL'TION m d SHIM w;r`'.'�,�1% �5f••;P SAS NOTED 4 OPBRAT/NC UNIT 1 1/2 MIN. EMB. 1 Nr:,7�i77$ ? ww IN: FAC OPTION/N YS ,( uL OY:S. SAFFELORC (SCALA• 6' = 0) : a^ 51AIL Uh i tr HEHatES F.etatEHm,VE NO �1�/ OPTIONAL MASONRY/CONCRETE INSTALL Fr�,xv�N:``��: "TORO 77. H>xAmax ASONW CROSS SECTION OF HEAD OR JAMB %�s' "' c`; 2ve E DNA IlLm Sm ae JW0509-03 OTHERS ��i,��rr�N„LC����� ME�.OFwiH.M297e SHEET 4 O 7 SEE DETAIL B 2 2 SHEET 6 0 SEE DETAIL B e n SHEET 5 a n o SEE DETAIL A 1 SEE DETAIL B o m o oa,t0N U 6"r- -1 6" SHEET 6 io 6" -) I� 12 1/2" TYP. 6' -) SHEET 5 A 0 CO co o o.Ococccc -LT e W I I I I I 1 I ►M=-wv o _ o� wtot� J �i rte•,.t..•C W v`�iv=i 5co cc) 5 _ � Sr/ Wn LL W) n typ 4 SEE DETAIL D n "> TYR n SHEET 6 n co A N M Y A B rO � go to C 0 0 D n a w rn y o to O ~ 0 W 2 co = _ _ 3 'b n n UOo 0 rtoi 5 TYP. _ m Tw. 000 1 t1 0 p • � - i0 ••7L7 J 1 1 i 1 1 1 W$Z } zo O +N ' 0� -I 6• SEE DETAIL A I I 3 y v II-- SHEET 5 6"-- F-12 1/2" -NP. -I SEE DETAIL A 37 1/2'--- SHEEP 5 74" o0 11 ALL DOOR MODELS ARE VIEWED 1 1 18 a FROM THE INTERIOR SIDE SEE DETAIL E SHEET 6 z -z -3-o tA Ln a W-0irm ANCHORING LOCATIONS ANCHORING LOCAT O DOUBLE Z OUTSR'INC SINGLE UNIT XJ W-TSWING UNIT fXXJ 0 SCALL'• 112- =1'-0" SCALE.• f/2" =1'-0" in a z tn.JWW 2 14 L', 1 N _ 1 ♦♦♦IU11111///j'' U Q Z 1 1 �♦♦e .. ....,�i o': mlh 6/18/13 `�� na��.•.�o':� s- AS NOTED N,i'7 i17$ • arc sr: EAG cmL 9Y:S. SAFFEL 14 'J�'.,•(1 i z5�4..'2'`� o1roFs cac oanacic NO.: DETAIL A DETAIL AP i���b�1�Ni14�c �♦�♦ 3WEDAlaae�,axel.w,sreae JW0509-03 SCALE' 3 =1"-O SCALE' 3 =1'-O" ���/+111111♦♦♦♦♦♦ MMCF .OFA MNo=04 SiHET 5 or 7 L{- 4 9/16"--I�- ANCHOR 0 EXTERIOR SIDE XTEXTE ERIOR 3/4' 7 34 T 1 1/4" 2 13 2 0 It �_ m a �- ul o 3 65/8 2 O O 0.mo�N 1/2" A O1N o 4 1 O o 33 + CL O m m 3334 � r °;�� • INTERIOR 13 5 1/2" c 5 1/2" ► m LL 17 An 00 • In DRILL 3/8" ASTRAGAL 1 " 0.a • 4 RETAINER BOLT HOLE 33 ► E THRU FRAME/MASONRY 3334 6 x 1-3/B" DEEP Y DETAIL B DETAIL C DETAIL D DATA/J. A -//INCE MOUNTING DETAIL STR/!LA' PLATEFOR HF-AD STRIKE PLATE'S TO JAMBS STR/KE PLATES TO ASTRAGdL SCALE: 3" =1'-0" SCALE:' 3" =1'-O" SCALE.- 3/8" =1'-O" SCALE. 8/8" =f'-O" m U0O cn no 41 a uou z t� WQZ ? 2 o w N a 17 ° 3 rW�j o DRILL 3/8" ASTRAGAL. RETAINER BOLT HOLE io v THRU THRESHOLD/MASONRY x 1-3/8" DEEP ° 1/2" x t/4' CU-D SPACER I o coxx Y p a a ° 21 a a o ° 1/8" TEMPERED GLASS 0w e zz ® ° 1/2"AIR SPACE ?00 O- 7 34 TYP. z"' a o-- 8 0.090" PVB z R' c 7— NTERLAYER BY z to ti odd 9Z $ °D n T (NOA 12-1231.09) a Z z z OR CURRENT APPROVAL w 1" 5/8" GLASS 21 ATE 1/8"ANNEALED w wr 4 DETAIL E DETAIL F - ENDURA ASTRAGAL DETAIL G - ODL N ASTRAGAL RETAINER STRIKE PLATE FOR SILL FASTENER SPACING USE jBxT' PPB !YS GLAZING P-M ISOLATED GLASS to _ SCALE. 3" =1'-0" SCALE.- NTS S4�LY1ar�16" =1'-O" a o z .fie, ........... CAW 6118113 '�w ^14�.•,��� SAS NOTED Nof A176 - um er: EAG "5LAI,LOF .zIff�ffeF.NalMRL p8Ce7:S. $AF i J,c'••f!(SffR'1S •�_ : FLWIQ)A 08 ND.73718. 3718 DWAWNG NO.: cry ..........:�c `: euamromrona.uc JW0509-03 350 E DA14A BEACH BLVD.SM DAM��,�`,`` FBPE .EA n�i.f X79T 6 of 7 4" 0 W 4 9/16" -{ �� 9/16" o; 0 0 o I N F�— O m C M N (o O O O O r— 4 9 16" A ® m ccoo co / y a0oo� 1--2 3/16"—) 1/16" (Min) "�� p LL-- maa VOOD ✓ MB FINGFWMATEI) PINE (D UTT H GE 4x4.12 GA. �n� OMPRESSION WEATHERSTR/P �� U'SW! G T RESHO D (ENJMJRA) S E SCALE.• 6" =J•-O" `� SCALE. 6 `J $DS-650 SCALE.• 6" =J'-0" �� SCALB 6" =J'-0" 10Y 2 1/2" — 1 13/16' 1 1/4- r3/16- 1/8- 1/8" --I 1 3/16"�--{—r .....I 1 11/16"� I ' F-J U00 H eaws7a7Acoo �& 11/16" _1. cI [r w to 0 um w z N O II O mopc 26 1 11/16* �t-- 1/8" o a� 5/16" w o z 31 TOP RAIL WV ad z HINGE STILE(LVL) TTOM !L 3 cn 13 GSCALE: 6" =J'-o" 17 SCALE. 6•• =f'-o' 25 SCALEKs WOo 0 32 Sr TSLE-�Vc�" 27 SC�:M6"M=f'-O" o 0I 2 1/2" r(� -� 1 314- F /4 �--- � I zoizzo Ln —T 0 0M r 18" c 0 ^ OK E z Odd r �pww QWW ASTRAGAL BOLT �-�MAT..- C/R STEEL ROD ASTRAGAL SILL ODL ALLEN FRAME m "+ 1/ IGINC & YELLOW CHROMATE 1R E PLAT` @1 ALUMINUM I- '- w JT;ALE.• B" =7'-O" SCALE.' 6" =!'-O" SCALE. Q" -1'-O" a a 0 ``����u n � v m a z 3/16" C-SINK. �-- NOTE 1-USE #10 WOOD INSTALLATION SCREW W/ 1 1/2" MIN. EMBEDMENT 1�' ,{�T% a7r 6 18/13 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. Z�:'��4��5�'';�p�'. SAS NOTED 2-USE 88 x 2 1/2" PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. am.e7: EAG 3-USE 3/16" 11W TAPCON ANCHOR W/ 1 1/4" MIN. EMBED. n 'yE ctac By-.S. SAFFEL WHEN INSTALLING INTO CONCRETE MASONRY SUBSTRATE AT SIDELITE SILLS. % i F IAF.7IDI W.P.E CONCRETE/MASONRY FLO71®0.P.E.l6D.73778 QAAM�eIo t0.: pF�AlL A - COUNTERSINK DETAIL ''�i`56i,J .•.`N'�: �BEoApe�ws7E33E JW0509-03 SCALE- 114" =f'-O" 'b, .... . DAm"BEACKFL33884 soft 7 or 7 FBPE("T.OF AUTK!0.78478