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WS-16-2751 PermitNO. W5-10-16-2751 �sKO1s i,� Miami Shores Village Permit Type:Windows/Shutters ' 10050 N.E.2nd Avenue NW Per I Work Classification:Door Replacement Miami Shores,FL 33138-0000 Permit Status:APPROVED Phone: (305)795-2204 Bio'i ioA Issue Date: 1013112016 Expiration: 04/29/2017 Project Address Parcel Number Applicant 103 NW 97 Street 1131010260090 Miami Shores, FL 33150- Block: Lot: ISABEL QUIJADA Owner Information Address Phone Cell ISABEL QUIJADA 103 NW 97 ST MIAMI FL 33150-1734 Contractor(s) Phone Cell Phone Valuation: $ 2,025.00 J&G CARPENTRY INC (561)333-5042 Total Sq Feet: Type of Work:CHANGE OUT DOOR NO SIZE CHANGE IMPA Available Inspections: No of Openings: 1 Inspection Type: Additional Info:CHANGE OUT DOOR NO SIZE CHANGE IMPA Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due jAnPay Date Pay Type Amt Paid Amt Due CCF DBPR Fee Invoice# WS-10-16-61608 10/31/2016 Check#:23511 $77.80 $50.00 DCA Fee Education Surcharge 10/12/2016 Check#:23356 $50.00 $0.00 Permit Fee Scanning Fee Technology Fee Total` , In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining'thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify-that-at!the agoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermo , / uthorize the above-named contractor to do the work stated. October 31, 2016 Authorized e: er / Applicant / Contractor / Agent Date Building DSigna rtment Copy October 31,2019 1 'Sc� N�0 APPS Miami Shores Village � A#o t\ Building Department OCT 12 2016 1C` 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201'-A BUILDING Master Permit No.W S I Co — Z �i5 I PERMIT APPLICATION Sub Permit No. � BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL []PLUMBING ❑ MECHANICAL [:]PUBLICWORKS [] CHANGE OF ❑ CANCELLATION ❑ SHOP l CONTRACTOR DRAWINGS JOB ADDRESS: l 03 NW D S Ir f C,-" City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11 - 3101 - 020- 0000 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type:: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): I ,3o be, 1 0 Lt ( 1 tai ,I t Q Phone#:-1 M rJ 03 - 13L3 Address: ( � N W C11 S M ► n yy) 1 EL 33 15 Q City: S State: .r-L Zip: 313 1 rJ 0 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: G 0 C�- 4:)�yT1 C Phone#: Address: `� i_� — City: � L T ��� C�`C� 0J20tStat�e..:� �I Zip: Qualifier Name: t.}�.�dY\ ' 1) �� ) t S Phone#: State Certification or Registration#: L , Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ ,.�G�S Square/Linear Foo ge of Work: Type pe of Work: ❑ Addition ❑ Alteration F-1NewRepair/Replace ElDemolition Description of Work: l A'f SIS Specify color of color thru tile: r Ak+7VVli* Submittal Fee$ Permit Fee$ CCF$ r Cl CO/CC$ Scanning Fee$ ��� Radon Fee$ , W DBPR$� ,~�� ­ Notary$- Technology Fee$ Training/Education Fee$ o . 00 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 on estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature— .}� OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 by 3 darty of—C, Cj . ,20 1(� .by I1 1 who is personally known to Jam)e� 1) _F)2�1j_S ,who is personally nown to me or who has produced DL*Q23 cV—L 0 Sa g Was me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY P NOTARY PUBLIC: gn:, Sig int: Print: Seal: Seal: rosP�(POB�. ElAYOUNG n 40 �- DEANNA RIVERA * n * MY EXPIRECOMNIIA06ION#2. 951069 m,, a EXPIRES'.April 12.20:'0 MY COMMISSION 8 FF9279569rFOF fro 5onoed Thru Euoget Notary seMces ►401W •si c►orwNar APPROVED BY r� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) OR.5" �ES� Miami Shores Village Building Department ones 1011 11111V" 10050 N.E.2nd Avenue Miami Shores, Florida 33138 ` res1N$°ye Tel: (305) 795.2204 LORrpA Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: ua i i caner Signature Date Print Name Property Search Application- Miami-Dade County http://www.miamidade.gov/propertysearch/#/report/sunimary i OFFICEFH F H St OF BE "O"ERTY APP""Al" R Summary Report Generated On:9/12/2016 Property Information Folio: 11-3101-026-0090 103 NW 97 ST Property Address: Miami Shores, FL 33150-1734 Owner ISABEL QUIJADA Mailing Address 103 NW 97 ST MIAMI, FL 33131 Primary Zone 0800 SGL FAMILY-1701-1900 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 3/2/0 -- Floors 1 Living Units 1 Actual Area 1,903 Sq.Ft N Living Area 1,498 Sq.Ft Adjusted Area 1,689 Sq.Ft Taxable Value Information Lot Size 8,373.9 Sq.Ft 20131 2015; 2014 Year Built 1951 County Assessment Information Exemption Value $50,000 $50,0001 $50,000 Year 2016 2015 2014 Taxable Value +____$52,518j $51,8061 $50,999 Land Value $184,027 $135,897 $113,248 School Board Building Value $117,554 $117,554 $114,514 Exemption Value $25,000 $25,000 $25,000 XF Value $1,008 $819 $832 Taxable Value $77,518 $76,8061 $75,999 Market Value $302,589 $254,270 $228,594 City Assessed Value $102,518 - $101,806 $100 ggg Exemption Value $50,000! $50,0001 $50,000 Taxable Value $52,518 $51,8061 $50,999 Benefits Information Regional Benefit Type 2016 2015 2014 Exemption Value $50,00--T- $50,000 $50,000 Save Our Homes Assessment Taxable Value $52,518 $51,806; $50,999 Cap Reduction $200,071 $152,464 $127,595 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Previous OR Homestead Exemption $25,000 $25,000 $25,000 Sale f Price Book-Page Qualification Description Note: Not all benefits are applicable to all Taxable Values(i.e.County, School 12!01/2003 $0 21906-4432 Sales which are disqualified as a result Board,City, Regional). of examination of the deed 05/01/1986 1$74,000 12906.0197 Sales which are qualified -_....___........._._.__._.1._....._.._._.._ -___.._.._...__.__......- ---._...---_...._._...----..__.___...__....--_............_.._.._........_........... Short Legal Description 11/01/1982 1$78,000 11601-0666 Sales which are qualified 1 53 41 PB 42-59 06/01/1979 1$54,000 10429-2301 Sales which are qualified RESUB OF BLK 2 OF BONMAR PARK LOT 9 BLK 2 - LOT SIZE 81.300 X 103 __ OR 12906-0197 0586 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hfp://www.miamidade.gov/info/disclaimer.asp Mersion: SPECIAL.SERVICES CUSTOMER INVOICE Pagel of 9 No. H6322-19230 Store 6322 N MIAMI/@ISCAYNE Phone:(305)981.2959 12055 BISCAYNE BLVD Salesperson:OAQ31AY *► MIAMI,FL 33181 Reviewer.SBBOAD Nam. .... - KM Ph" • QUIJAQA ISA13EL REPRINT Addm" 103 NW 97TH ST . Cpmppry Naaw Onv MIAMI SHORES Job0a9coPtl°n DQQR IN,STALLATIQN-FI.#14M,3 w,lw Fi. 4P $3160 s°w^s MIAMIQApB INII$TAt.LIRR P,IIUVEky-Of pMERCHAN0181E AND URVICE $L�MMARY �4�aas�gt�sahSk�Ilmitth4Qupntttl45o1m+rehaodiss T. ..._ REF 0 .'101 _- STOCK RE MERCHANDISERCHANDISE TO BE DELIVERED. S1 . ..�. _ f9W Qfif f 'tA X " ... R 20000.155-400 3.00 EA 1X -8FT T A RSM L ! A o a7 16.41 R03 000.168-335 3.00 EA 2X&8FT#2 PRIMg PTV EatL LD./ 5.47 16.41 R04 0000-252.677 21.00 LF 1.1/4 42 P-4 4" 180 BRI $1.0 $34.23 R10 000.225-556 24.00 LF 11/16 X3-114 PFJ QAM 45 CASING/ A N 1.15 $27.60 O MDSE TO BE DELIVERED: F ea ES VAL DATE: 10/07/2016 P. .#22522987 " REF,# S TY LJ tpTl " ,. <fj..r . .:. E3 ' ff EACH �ENSIO •. _ . 50808 0000.665-683 1.00 EA CQRDOVA/CQRDOVA SO JW EXT STEEI.2_ LESS l Unit size 37"A N... $9.4$.06 $949.06 1/2 x 81 1/2,swing code D,Jdt'ib ttixe 019/ Full view Impact glesg, Hin or in neck 1 'll finish Mill white Double Ixxe. _ a 1 043.71 DELIVE 10,A T R L _ �} �. INS ALLER ILL E LVE f�3E TD SITE FIN 3A L�' I � fi TIM F QF iNS7ALLA ION NOTE:URQN QECEIPT QF AL4$ /Q MERCHANP139 Mfiy, q4l SUST#3MEN x'414QHFPt1Jk9 INQTALt - DATE, _ �INuE� 'K" �heFk ycyr fl!ts!!it alSiec�t+lfNe oalipa 9t rrwwfl9moI?ot.CQIWQFog[!t+tots Nage 1 of Q No. H6322-16230 Qufltc?mw PQRY SPECIAL SERVICES CUSTOMER INVOICE-Continued Last Name:QUIJADA Page 2 of 9 NO. H6322-19230 INSTALLATION #1 REF#101 ESTIMATED INSTALL BEGIN DATE: 09/09/2016 ESTIMATED INSTALL END DATE: 10/09/2016 MERCHANDISE TO BE INSTALLED: REF# SKU QTY UM DESCRIPTION R02 0000-155-400 3.00 EA 1X6-8FT PT WEATHERSHIELD R03 0000-168-335 3.00 EA 2X6-8FT#2 PRIME PT WEATHERSHIELD R04 0000-252-677 21,00 LF 1-1/4 X2 PFJ bMV1180 BRICK R10 0000-225-556 24.00 LF 11/16 X3-1/4 PFJ LWM445 CASING S0808 1 0000-665-683 1.00 EAISO JW EXT STEEL 28 DAYS OR LESS BASIC INSTALLATION LABOR: SKU I DESCRIPTION I QTY 1 UM TAX PRICE EACH I EXTENSION 0000-523 1 EXTERIOR DOOR FL-NAT/PRE-HUNG DOOR UP TO 36X96 1.00 EA N 1 $287.00 $287.00 -672 OPTIONAL LABOR SELECTED INCLUDES: OPTION I DESCRIPTION. I QTY I UM ITAXI PRICE EACH I EXTENSION 1 IHAULAWAYOF EXISTING DOOR JEER DOOR OPENING)/ 1.00 EA N $15.00 $15.00 23 UPCHARGE FOR IMPACT GLASS UP TO 36"WIDE X 96"HIGH! '-1.001-- EA N . $90.00 $90.00 CUSTOM LABOR SELECTED INCLUDES: OPTION DESCRIPT16N QTY UM TAXI PRICE EACH EXTENSION 1 REMOVAL OF OLD SECURITY DOOR 1.00 PA N $75.00 $75.00 2 CUT STUCCO TO FIT 2X6X8 1.00 PA N $145.00 $145.00 3 CUT THE TILE 1.00 PA N $45.00 $45.00 5 CUT TO FIT FOR BEDROOM SLAB DOOR 1.00 PA N $45.00 $45.00 INSTALLATION SITE NAME:I ISABEL QUIJADA INSTALL LABOR CHARGE; $702.00 ADDRESS: 103 NW 97TH.ST. TRIP CHARGE: $0.00 CITY: MIAMI STATE: FL IP: 33150 CREDIT FOR DEPOSIT/MEASURE: $50.00 COUNTY: MIAMI-DADE SALES TAX RATE: 7.001 TAX:Merchandise-N LABOR- N • • $652.00 PHONE: 786 5031343 ALTERNATE PHONE: 305 751 6460 INSTALLER SPECIAL INSTRUCTIONS: FL#14569.3 NO MYCD DESIGN..DOOR MANUALLY ORDERED END OF INSTALL#1 "'CONTINUED ON NEXT PAGE'"' Page 2 of 9 No. H6322-19230 Customer 09py SPECIAL SERVICES CUSTOMER INVOICE-Continued Last Name:QUIJADA Page 3 of 9 NO. H6322-19230 INSTALLATION #2 REF#107 ESTIMATED INSTALL BEGIN DATE: 09/09/2016 ESTIMATED INSTALL END DATE: 10/09/2016 BASIC INSTALLATION LABOR: SKU I DESCRIPTION TI QTY I UM I TAXI PRICE EACH I EXTENSION 0000-114 1 BUILDING MATERIALS PERMIT FEE-NAT/ 1.00 EA N 1 $0.01 $0.01 -442 OPTIONAL LABOR SELECTED INCLUDES: OPTION I DESCRIPTION QTY I UM ITAXI PRICE EACH EXTENSION 7 1 PERMIT FEE/ 330. 01 EAJ N 1 $1.00 $330.00 INSTALLATION SITE NAME:IQUIJADA,ISABEL INSTALL LABOR CHARGE: $330.01 ADDRESS: 103 NW 97TH ST TRIP CHARGE: $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33150 CREDIT FOR DEPOSIT/MEASURE: $0.00 COUNTY: MIAMIDADE SALES TAX RATE: 7.001 TAX:Merchandise-N LABOR- N • • $330.01 PHONE: 786 5031343 ALTERNATE PHONE: 786 5031343 INSTALLER SPECIAL INSTRUCTIONS: FL#14569.3 END OF INSTALL#2 TOTAL CHARGES OF ALL MERCHANDISE & SERVICES Policy Id tPq: •.• . $2,025.72 A:90 DAYS DEFAULT POLICY; SALES TAX $0.00 TOTALI $2,025.72 BALANCE DUEJ $0.00 'The Home Depot reserves the right to limit/deny returns.Please see the return policy sign in stores for details.' END OF ORDER No.H6322-19230 Page 3 of 9 NO. H6322-19230 Customer Copy r-RECE�VED OCT 12 2016 REPLACE DOOR IN 1 OPENING ONLY. BY: NEW DOOR TO BE IMPACT RESISTANT- HURRICANE SHUTTERS NOT REQUIRED. 2'- 51 Miami Shores Village APPROVED BYIWDATE ZONING DEPT BLDG DEPT — SUEi,IECT TO COMPLIANCE WITH L FEDERAL STATE AND COUNTY RULES AND F _GULATIONS -------------- 36" X 80" 1 OPENING PRODUCT DESIGN OPENING SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WIDTH. HGT. FTG. ZONE POS. NEG. (N.O.A.#) POS. NEG. 136 80 20.00 1 4 38.2 1 -41.6 FL14569.3 50.0 1 -50.0 FRONT ENTRY-LSMI REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOORS. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 3/16"TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4"PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. ••• ••• • • SEE WIND LOAD CHART ON NEXT PAGE FORt*9PEY-01 IOPE.N&.0RgSbWES DESIGN PRESSURES OF PRODUCT MEET OhffXCj D,OJFIE(;RCNNp PRESSURES MEAN ROOF HEIGHT f 12 FT 5 IN QUIJADA RESIDENCE* •�• Ss 103 N.W. 97TH STREET• DOOR REPLACEMENT PLAN MIAMI SHORES, FLORrw �;• M» •N: ' •. 06/30/2015-2:46pm gabriels V:\Projects\ 2014-MPS\400 Wind Charts\_Reference\00-MPS14-400 Series C&C(Current).dwg 51" ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 ENCLOSED STRUCTURE,FLAT TERRAIN INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES_(PSF -ZONE 5 INSTRUCTIONS FOR TABLE USE: Roof 7ributa Area 5 Ft 1. TABLES ARE INTENDED TO ppB�I��11``--THE;WORST CASE'PRESSURES.'WORST CASE'IS Roof Tributary Area 5 Ft +,,.. DEFINED AS THE CR t'CONbITION'OMPL`� K WN VARIABLE AS DESCRIBED BELOW. fight 10 15 20 25 30 �4 --45..= 50- - 18ht 10 15 20 25 30 35 40 45 SO USE OF CRITICAL CO b'fTON�REQU1RE FOR ITH THESE TABLES. -43.4 -42. -41.6 41.1 -40.6 -0 . '+9.3 -53.6 -51.5 -50.0 -48.9 -07.9 -47.1 -46.4 -05.8 -45.2 2. TABLES VALID O L'' F EA ROOF HEIGHT AS LIMITED ABOVE. ��� 3.TABLES VALID F R LRD E ,&. APPLICABLE REDUCTIONS FOR ROOF SLOPES 0-15 k r -+ f /j 0-15 ft +40.1 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 LESS THAN 10°SHA r Bk`�PERF 6 B INFER AS A SITE SPECIFIC CONDITION. +40.1 +39. +38.2 37.7 +37.2 +,.B 7/\ -44,0 -43.0 -0 -41.6 -41.1 -4 -- .1 •3 ' -54.4 -52.2 -50.7 -49.5 -08.6 -47.7 -47.0 -46.4 -45.9 4.IDENTIFY THE B L 'M __,(JA1VERl�,GE) OF HEIGHT.IF THE MEAN ROOF HEIGHT 16 ftp 16 ft +40.6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 CANNOT BE IDENTIF I IUSg'II�PtAK RRf77T�OOF,i� T. +40.6 +39.5 +38.8 +38.2 +37.7 + .t 6.6 �. 5, ALWAYS ROUNDIU.POO fIF'.AGHTS 4 ffEXTa7 LE VALUE OR CONSERVATIVE ASSUMPTION. -44.6 -43.5 -42.8 -42.2 -41.7 -41:3'X40.§' 3 -55.1 -52.9 -51.4 -50.2 -49.2 -48.4 -47.6 -47.0 -46.5 6.CALCULATE THE TRI$UTARY R Ef70,HE OPEENING IN QUESTION(HEIGHT*WIDTH)OR 17 k +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37 4`+3 =<36.8 17 k +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 THE SPAN LENGTH(HEIGHT)MU[TIP.{!1 Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL -45.1 -44.0 -43.3 -42.7 -42.2 -41.8 -41.4 -41.1 -40.8 l8ft -55.7 -53.5 -52.0 -50.8 -49.8 -48.9 -48.2 -07.6 -47.0 OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY 18 ft +q1.1 +40.5 +39.7 +39.1 +38.6 -41.8 -41.4 +37.1 -40.8 +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL 19 ft -45'7 -44'6 -43.8 -43.2 -42.7 -42.2 -41.9 -41.5 -01.3 19 k -56.4 -54.1 -52.6 -51.4 -50.4 -49.5 -48.8 -48.1 -47.6 BE TRIBUTARY AREAS THAN PUBLISHEDSED.ALWAYS ROUND ,USE THE LARGEST PUBLISHED VALUE. AREA DOWN TO THE LESSER TABLE ALUE.FOR LARGER + .1 ".40 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER • • ♦/e _q6� -44.2 -43.6 -43.1 -42.7 -42.3 -42.0 -41.7 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 -08.7 -48.1 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE • -i♦ 20 ft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. • • +42.6 +41.4 +40.6 + 488.5 +39.1 +38.7 +38.4 +38.1 B.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL • •�Tt -q6 -44.7 44441. -i3.g -43.1 -02.8 -42.4 -42.1 21 k -57.6 -55.3 -53.7 -52.4 _:::514 -4"_ -'49.8_ -49.2 -48.6 MUNICIPALITY IN ACCORDANCE WITH CODE. • +43!0 +41fJ -+41.1,,+.40.4 +39.9 +39.5 +39.1 +38.8 +38.5 +43.0 +41.9 +41.1 + -+34?J' +39,5 +39. +38.5 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. p -47.1• ♦15.9 -45.1 M.5• 444 -43.6 -43.2 -42.8 -42.6 -58.1 -55.8 -54.2 -5 D .� - 3 /49'.6 -49.0 O •♦�7•ft ♦ 22 ft +43.4 +42.3 +41.5 + �.> y �3 4t 9.2 +38.9 Z • • +4 4 42.3 +41.5 + D3 +39.9 +39.5 +39.2 +38.9 GENERAL NOTES: • • 447!5 -45.6 •41b.% �4 -44.0 -43.6 -43.3 -43.0 23 ft -58.7 -56.4 -54.7 =StZ-A* 5 Y.5 -5D:8 `,50.1 -49.5 1. TABLES ARE TO BE USED IN CONFORMANCE WITH-ALLOWABLE STRESS DESIGN •'• r2�k +43.1 I4 . +41.8 40.7 +40.3 +39.9 +39.5 +39.2 +43.8 +42.7 +41.8 + 4b:7a. .34'.`^F +39.2 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE ♦• -48.0 -4�$ -46.0 -45.3 - .8 -44.4 -44.0 -43.6 -43.3 -59.2 -56.9 -55.2 -53:9 -' 2x9` Sk.2- - ':6 -50.0 CRITERIA N OUTLINED HEREIN. • k 24 ft a ,+ 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND -I • _ #4S.f +42.) 441.1 +40.6 +40.2 +39.9 +39.6 +44.2 +43.1 +42.2 +41.6 +41.1`-�F4 �$'--+"�0.2 +39.9 +39.6 EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY = 8 -48.4 -441 -46.4 X917♦ .2 -44.7 -44.2 -44.0 -43.7 25 k -59.7 -57.4 -55.7 -54.4 -53.3 -52.5 -51.7 -51.0 -50.4 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES X • •�5 ft +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE D •• Fn +44� +43.4 +42.♦ +41.4 +41.0 +40.6 +40.2 +39.9 WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH m ••� = 47.6 -06. 81f.1 - 5.6 -45.1 -44.7 -44.4 -44.1 -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51.4 -50.8 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR rfl • • 26 ft •4 $ •!! 26 ft WALLS AND VERTICAL SURFACES ONLY. • + + +42.9 +411 M1.8 +41.3 +40.9 +40.6 +40.3 +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY 177 �•• • • -49.2 -48.0 -47 • �4Le -45.9 -45.5 -45.1 -44.7 -44.4 27 ft -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E. Z ••• 27 ft .1 +43.3 12.6 442.1 +41.6 +41.2 +40.9 +40.6 +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 USE OF THESE TABLES AND COR,,�EESSPONDING WIND VELOCITY,EXPOSURE,AND OTHER Z 28 ft 5 It.3 -47.5 -46.8 -46.3 -45.8 -45.4 --448_ 28 ft COEFFICIENTS LISTED_HEREIN uHAL&BQ ATE0-AND VERIFIED BY THE GOVERNING m +45.7 +44.5 +43.6 +43.0 +42.4 + .0;-+ 41,2 +4 . +45.7 +44.5 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 BUILDING DEPARTM NT,AND..pEERRMI'G.HOLD A^TIGT,% RRANTY FOR APPLICABILITY OF TABLE Rl _ y::p5,1 29 k -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 VALUE USE IS OFFE _ '� 29 h _49.9 -48'7 -07.8 -47.2 -46.6 -45.1';A 5.THIS SPECIFIC A 0 I NOT•-1 dUCV,1�� ER ANY PRODUCT APPROVED Z +46.0 +44.8 +43.9 +43.3 +42.7 + .A-+41: �+ 4 +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +41.5 +41.2 CERTIFICATION. RE R Irl.'SEP U MITTED TEST CRITERIA AND OTHER ,G -50.3 -49.0 -48.2 -47.5 -47.0 -4 . `-q6� `lr•7 -454 30 k '62.1 -59.6 -57.9 -56.5 -55.4 -54.S -53.7 -53.0 -52.4 APPROVALS FOR DE I Ir "TIO NF MATION AND APPLICABILITY OF THESE TABLE 30 ft // +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +41.5 VALUES WHICH IS T '81 VEItTFI Y OTHI` CCORDANCE WITH GOVERNING CODES. m +46.3 +45.1 +44.3 +43.6 +43.0 . +422. 1.8 t..1, 6.ADHERE TO ALL l`AGF P.(,VCT.P.ftO 0 TEM ORDINANCES. y 32 ft -51.0 -49.7 -48.8 -48.2 -07.6 -0 .1< _--46. �4b:13' 32 ft -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 •54.4 -53.7 -53.1 7,NO CERTIFICATION'IS_'O�FERED-F ,�E-INTEGRITY OF THE HOST STRUCTURE. r ZN =+4 t(�� 2.1 +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 8.EXCEPT AS EXPRESSLY PROVIDE .FAEIN,NO ADDITIONAL CERTIFICATIONS OR +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42. 443 n! AFFIRMATIONS ARE INTENDED. 35 ft -51.9 -50.7 -49.8 -49.1 -48.5 -48.0 -47.6 -47.2 -46.9 35 ft -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54.1 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 HEIGHT WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HOR72ONTAL 40 ft -53.4 -52.1 -51.2 -50.5 -49.9 -49.4 -09.0 -48.6 -48.3 40 ft -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN +49.2 +47.9 +47.0 +46.3 +4S.7 +45.2 +44.8 +44.4 +44.1 +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF 54.8 -53.4 -52.5 -51.7 -51.1 -SO.6 -50.2 -49.8 -49.5 -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 EAVE HEIGHT 45 ft 45 ft +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 ROOF +50.5 +49,1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 HEIGHT -56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 50 ft -69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 O 50 ft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 ® I 5 -57.1 -55.7 -54.7 -54.0 -53.4 -52.8 -52.4 -52.0 -51.6 -70.5 -67.7 -65.8 -64.2 -63.0 -61.9 -61.0 -60.2 -59.5 5 I 5 ® 4 a 55 ft 55 ft +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 a +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 E N 05 60ft -58'2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 60 ft -71.8 -69.0 -67.0 -65.4 -64.1 -63.1 -62.1 -61.3 -60.6 WALL ZONE FIGURES ��REO ET C +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 O o REMARKS DRWN CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING o 0 0 D O INR ISSUE GSS TSB 03/05/12 (�O EXPRESS® ! \ rn r m 3 REV-ADJUSTED HEIGHTS GSS TSB 04109/12 REV 2014FBC DGM TSB o6no/t5 ASCE 7-10, CHAPTER 30 CORPORATE OFFICE: 160 SW 12th AVENUE, SUITE 106 �. 0 �z z m DESIGN LOADS FOR COMPONENTS &CLADDING DEERFIELD BEACH, FL 33442 0 > zMASTER PLAN SHEET P:(954)354-0660 F:(954)354-0443 z^' im t O THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, CERT OF AUTH#9885885 z AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT i O r m WRITTEN CONSENT OF ENGINEERING EXPFiESS.ALTERATIONS, - O E:HELLO@ENGINEERINGEXPRESS.COM ADDITIONS, 71 ASCE /ONS,OR OTHER MAMNGS TO THIS DOCUMENT ARE NOT ENGIN E E RI N G E X P R E S S.CO M LI PERMITTED AND INVALIDATE OUR CERTIFICATION. Florida Building Code Online .: 1 l ,w err r :�� tip �bta✓Cpar.r-cn ' BCIS Home Log In ! User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff ! BCIS Site Map Links Search Business ' Professional &]I`: Product Approval USER:Public User Req ii!at ior roduct Aooroval Menu>aLodiict or A.eusaLion Saarcn>Anoi:_atien USt>Application Detail - FL# FL14569-R5 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived 0 Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute, Referenced Standard and Year(of Standard) Standard Year •• ••• • TAS 201 1994 • �• •• •♦ •• • y 4b 04%W02 1994 •`• • ♦•• •• :AS 203 1994 ••• •:• ••• ••• i•i ii• Equivalence of Product Standards Certified By ••• 000 •• ••• ;•• . •• 0000 o•• •• •• • •• http://%%"-%%.floridabuilding.org/pr/pr_app_dtl.aspx9param=wi1A0-X(�}pq�;illol�c.:%2flO4[f*�NZWjpShomH4k%2bJof]CFgKYNwg%3d9/o3d[7/I5/2015 4:29:43 PM] Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 07/01/2015 Date Validated 07/06/2015 Date Pending FBC Approval Date Approved 07/14/2015 ;Summary of Products ' FL# Model,Number or Name Description 14569.1 .Contours Steel,Wood Edge Door Full Lite,Single or Double Door,Outswing,6-0"x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL145,9 R5 C CACN100625r-R7 Certificate.L)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2019 Design Pressure:+60/-60 ,Installation Instructions Other:Product must be installed per manufacturer instructions as stated FL14569 R5 II 1WO509 03 Installation od on drawing 3W0509-03 Verified By: National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports i FL14569 R5 AE PER3392.ndf Created by Independent Third Party Yes 14569.2 Contours Steel,Wood Edge Door jFull Lite,Single or Double Door,Inswing and Outswing,6-0"x 6-8" Limits of Use Certification Agency Certificate — Approved for use in HVHZ:Yes FL14569 R5 C CAC N1006255,02-R3 Certificate Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2019 Design Pressure:+60/-65 Installation Instructions Other: FL14569 R5 Il 30509-04 Installatlon.Ddf Verified By: National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports F 145+9 RS AE PER3393.odf 14569.3 Contours Steel,Wood Edge Door Full Lite,Single or Double Door,Inswing and Outswing,6-0"x 8-0" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R5 C CAC NI006254-R5 Certificate odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2019 Design Pressure:+50/-50 Installation Instructions Other: FL14569 R5 II JW,3509-01 SS 2015-07 02 Ddf Verified By: National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports FL14569 RS AE PER3391.odf Created by Independent Third Party:Yes (w/wood frame unless specified) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 RS C CAC NI011067 N1011062.01 Certt9cate.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 Design Pressure:N/A Installation Instructions Other: (FL14569 R5 II 3W032012FL lnstallation.odf Verified By: National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports IFL14569 R5 AE PER3321.odf Created by Independent Third Party:Yes 3 114569.5 Contours Steel,Wood Edge Door Opaque Door w/&w/o Impact&Non-Impact Rated Glazed Sidelites(w/ wood frame unless specified) -...._..-------------- ._. ............ ..... ...... . .... ......_...... . -—...---- - ---- Limits of Use Certification Agency Certificate I`Approved for use in HVHZ:Yes FL14569 R5 C CAC N1011061-R1 Certificate.Ddf 1`Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 Design Pressure:+45/-45 Installation Instructions i)Other: FL14569 RS II ]4Y072012FL Installation.Ddf ••• ••• • • Verified By: National Accreditation&Management Institute ••• ••♦ ♦ •• Created by Independent Third Party: ••%• S ••1 i iii i• Evaluation R Reports 0% • III ••• •.•• • -.-� • • • � Created by Independent Third Party:Yes 14569.6 Contours Steel,Wood Edge D r•• Opaque Door w/or w/o Sidelite(wood frame) Limits of Use • 000 Certification Agency Certificate Approved in N ,Y •Y •i ••• • FL14569 R5 C CAC NIOII082-RI Certificate.Ddf Approved for use ty �s • • • • • Z = Quality Assurance Contract Expiration Date Impact Resistant:Yes • • • •• • • 08/31/2019 Design Pressure:N/A.•• • •• • • • Installation Instructions Other: • • •• • • •t FL14569 R5 Ii S-2104 install jtion.adf Verified By:National Accreditation&Management Institute ••• • • Created by Independent Third Party: �•• •• •• 4 • ••• •10 • ~N 00 • • • j• ~ ~ • • ) 4;• http://w1N11'.floridabuilding.or 1pdpr_app_dtl,aspx"param=wG! xQ�t) V�n:cY: 2f •W:•] NZWjpShomH4k4%2bJoflCFgKYwvg°o3d9%3d[7/15/2015 4:29:43 PM] • • � ••• go 0 Florida Building Code Online lEvaluation Reports — FL14569 R5 AE PER3398.pd —I Created by Independent Third Party:Yes 11 9.7 Contours Steel,Wood Edge Door Opaque,Outswing,w/or w/out Sidelites _.., — — ... ................. ....................... Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL.14569 R5 C CAC N1011096,01,pdf Approved for use outside HVHZ:Yes FL14569 R5 C CAC NI011096.{?f Impact Resistant:Yes Quality Assurance Contract Expiration Date (Design Pressure:N/A 08/31/2015 Other: lInstallation Instructions FLS{5�) RS li S 2108-01 odf Verified By: Hermes Norero 73778 j Created by Independent Third Party:Yes �E Evaluation Reports { F-14569 R5 AE PER3832..odf Created by Independent Third Party:Yes j ....--............................._...._...--...........................................,,....................... .........._.._..._.—_...— -------—...—.. Contact Us::1940 North Monroe StroAf.Tallaha F Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.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 official communication with 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 which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ELI ® Fc__] M 4(.'C:lIFE1R'h 7�t"f8€t„S` r y as ••• to ft • • 0 • ••tS•19 ago so 0 00 so 00 ••• ••• ••• http://wxvw.floridabuilding.org/pr/pr_app_dtl.aspx°param=\vCf•;�••( ??• $OriV Y•y42fl• • I.1JZWjpShomH4k°o2bJoflCFgKYwvg4/o3d%3d[7/15/2015 4:29:43 PM]�• 0 ii• 0 %• JELD'WENa,,- Steel 0 CONTOURS STEEL DOOR,WOOD EDGE . -`- 73 '5"16" 516 MAk OVERAL_ 8-0 OUTS LIVING IMPACT GLAZED SINGLE OR DO)81F DOOR UN(F 37 IJ2 MAX, r FRAME rFRAVE w+DTH 0 uN,0, UTILIZING COMPONENTS FROM ODO INC.AND 36 /'° UAx C ' OF ENDURA PRODUCTS INC. SS 314 MAX ANL IC N o rn PANE! WIDTH = o ,V/AST AnAL GENERAL'VOTES _ ___. ; _ _ o-t W in ri f : r TFJS PRODUCTiS?, Nfl.TOCf'r'P Y lAWTHR.F C'cPRFN rF1pR 7941.7-D6V!i i '/ i/ f � � z n E_ a CC?T:I F dL,,itrC;,Uf)...+,;rFlGfhD lrA$PL4 E'dALJATEDfN ACCc)RDAN Ce LViTt rh P�Cl'vVrh, Ij �) • •.••• fiS • • '• '�"a'• • • _ 20Y 'J[ r 24. 1/12 2r, *./2 I • • • AS•,'1 •• • = MAX - VAX MAX 17 Y • •• c_ • •• • • As 9394 • • • _• •s• w D .P. � L w C. C. C.L..O. r� w •• ! •=44 (t.0%0 •)'-..£R$RBUS�,7E ACP0PED PROPERLY rO RANSF ; g • • oan•OTeC •cn1R� • • • r tf6,-� /1 s Z /'/ o '� 3.PPC>(t1"•AwCMJRS!rWAti ,'-'•ri A?SFAGH)AS SkOVII Ct '—TA" i;. r/ a r, [/ `y < • 000••ft AN "� ge t.; N TO U'{ -,4 zT' -iF c�t3EY,;,N�t4ALL�.4E.i5! \I O} h "'! C- 1 T [� •31 id • i X - x x tA; ! 5 E A .1 v,._ i x •• O •fit • •!••♦ a /�'; '� ¢ / s nE t •,•t�•t •t.DrsrRt!)P�tsltaeReRAZ�S1Sa`a• rAc�+ � (15}�� r 3 � � � L�OPP. � /j �._ _1���}"' aux •I••t) 5.itt S •�•ii=��,`PRao.trI•r1xT•t� uCfr����T�£1s ° _a //�f 4 S3 MENTS Oi-tGH vEL( t _ Q O nnODIU � lG r WE TS Tr,E W&� F(HOH,7' •• /A \— Hz0 D CD •,• / RF r�E 7�l '•^rSUL4 ll1G6;w POOR !Common to all trance conditions; 1� \ > W �✓'Z •���• LA I••• I• 2WR i��CONS RU_CiION.- •••••� • ' �Ql.,m VI JQ Fact fs: !MICA('0.02ZPnJ t jt•,Acness Gatvanlred steel A-525 / r C al q z 3 oomrn i�, AKDq r ASTA�620 w,fh average minimum field t �,(o u y puy - o _t z sfrergtlr Fytave) 30627psi- �i CoiPDtmr,,ri.. Fa,narden polystyrene w,lh 1.u^to 1.25 tos density,Dy Jcld Won Inc. t" /q� fq q p.f�rA\ a a I I .. .._.- .Panel Cons n r.!or. I+Ie act've and inactive panels are cons!ructed from 24 GA { ft:021"min))arra zP:„eel Tletace sheets allot,and twCom are ben!901 over �o¢a ,he top and bettor rests.The lop rail measures 1.0"high x 1 688"wide The$feet SINGLE OUTSW/hC UN/T O R STRAGAI_ GG "'EM #12 12 -r U. 1LD 1JQ3 �J1/ __I/4'C Uh/T fXX) �z z z bottom rail rneaswes f.2f"high x 1.688"wide.The sides of the face sheets are rots CALF //2" -/'-0" SCALE' 1/2" =1'-0" m 2 -o2 2, i formed into the latch and hinge shies which moasure 1.00"nigh x 1.683"wide.The jr`Ln (A NI y M R 'EWER ,z Li 1. w I � inferior cavity is bNeo with expanded pntystyrene.The face s,^.eels are,Trued to fire ���V�� iexpanded polystyrer!e.The panes are cut out for the 6vo-otece ODL A minuet III r J I I ALLEN/rime.Units are glazed with terrpored and laminated impac 1"iG.Or, ; ���q z o, 0 double door app!cations toe:nar•rve don.is Pt•ed w'1h an ex hurled alum:n!;m --------- :x Of ct , + r 'A.uLE nES1GNP S(it?E RA TlMG Z Z r j a_.ragaio.6063 5a4oy.maruacturedhyE.dura. p I hpGflOvr:D KIR JSF 1N,f4r .}lu<W . 3 Frame ConstrucLan: The frames are constructed of fingerjointed pine jambs P 01FC,gR moi Harr) NOTES: measuring4-9-9yl6 x1-','4" The head jambs are,mortised andbu4 joined tD rvvmuaecxsRcwulneo i ALL V'E'NS FROM EXLERIJR. o v the s.defambs,and attached w.h three(3!f6GA 7;16'crown)t 2'long .0"ATIVF sD.o Fsr 2 - FOR HORIZONTALANCHOR IN 'X BJCK OPTION IN $taint"$on eac side.The Lhresntloid is attached to the side jambs with lira^nor eJ.e'sF MASONR'r/CONCRETE. SFE SHEET 4 FOR DETA LS. `o 04 .-Dior.-Q three(3,I 16GA 7'6"crow?x 2"long staples on each side. �- -"�-- — -- 3 - FOR VER'LICAI_ .ANCHOR 't ?X BUCK ODTION INo v a Cly ODL vperedtets t"overatf,hradness,consst o'o'e�ti TASLEOFCON ASG RY'C(:NCREfE. SEL `SS�iSWffPt7 rTf?ETA!LS. — / { paneof0725"temp,redgass 0.5"a,r pace:two12)paneso 0 25" I,,-1�SF `O rrrr w,olc)miso `rn,?Pa eft with 090 P v8 in ertayer by Sou!t A!1-e-are sandwieaed q0 Pd into the patlets- SHEET* DESCRIPTION � � ,`�GdFx�c � DA-e- 2,'5/08 i TYPICALELEVATrONS sL�EA� NOTED 1. _ ,-­ - N 17tj : NQ:f§ z VERIICA➢,_CRR_SS SEC 710.14 d BILL OF MA'RLAi _ * i nN 'k _ Lmc' gr: 3 HORIZONTAL CROSS SECHONS _ 0 F'NATE Or- c�K Rr.S SAFFEL A +Ja110NAL ix BUCK IN MASONRY�_CONCRETF•CROSS SEC710h5— ••tr&AMt q�,p+o (U 5 ANCRORINGLOCArMS utrOxf Nq,a3r +u -- 6 C;?RW✓NEHT DETAILS .I'm :urercr.11E i (�LI1lb���eP`�� �` uWO509-Q1 y n_d YHt e.E A 348 fj XW1' eQ� '3' O --- - �" �aico. I I..po- gli•.,s docs—w L„9.1FL�� ' ._-.._-_ _�� 7 LNI1 COrdPC?u'NTS t ''cls o)0911N8ia-fis'W' FePEc 0&14LY115 285, stiEE° F 7 .-: N -- , lig 1z' MINS 1 htlN. — S.G� rUy r /4 . 4 9/ o IC I�ONtLJ vF, PI,cM N __ 4.. ;Nt�.i uICA-�Jal+g 1 4 u/. 3 4 x 9L T H,NCt 2C6 089 MIN) EE 9 �5 '?.....1pyi _14 oy..T IPS F ATHr AI' WOOL' St f 45 _STEEL _ M 9 m rn \ .i t, _NF SCFEW WiTN_ /1? M;.l., EMBED, ` 2 X ? °HLE'PS r ATl GD W00✓ S�4Eti 5 tI'i 0 m o a m N EMEL "�- /J .f'4'. MA:{. I --"` 8 Y .5" PHILLI?S c uATFt•EA0 h')t) SCRUM .5 fFi p t CHI ...:K. I -�"` 2� }3 _8H PH:LLIPS 1 Al H✓t % (;!) N :i S rt - ...atc ' w o 1 .0 cA I �l 'D cc 9_. 0_Ut RESSIOY 54EAThLF ZP , ' (✓ 0 OLL, 65 0 p d O fI` 7!8 T.. _ 'U WING T,i4f�h01.D �.NOORA) _ ALWAINL V__ 9e m h I t/• MAX. ;E F x T \ �? ! A RAGA NAOIY BCT ESE PJJ 5/16 6" S Ir O n n SH.M THK. DETAIL ° � �I 4_1 .__ ✓ W � � � �- J AN RAGAI. 80 SfIaIKT .ArFT 3 ,t:%, ; r•EL A r~LL ,.. v .�.f I *; $/ Y f 7,8 13 C N HEAD AMB n w L m ! - c, iT r j 1 \ SEF -- - - CCTAiL A ` t 6(L 7li5 RGNN 2 L N SALES SIEE 3 E '5 KWid_Et LOCO' SERIF 700 _ _STEF i • ••N• I _ -i28I SLIT. 1 215 ;5 KH'K�ET_tAUftO T SERIES 8D SIE°L p " p • ♦ • p 1 �' /a�� _,,._ __.�._.1,._ _ \--1 `-J ?7 �VD'1-A Ill TUAA'F hJRR CAL'E AS'nL:C�'.1.� _ ALL.mu1Z y ••�• : • : +• _�/>•?8 } AS -LATE BOL S:P.1KE PLJN f307;OM SILL $SEL_ • • • v 36, ff�'�\\r l� f�� � 3 2a MOOD '3UCY WOOD— •i 1• •p•• • • • • • 1.J L:l� ',�J ... dON COMPHr SSION_.Sri;14 WOOU • • • • p _ 361 27 OW 945 G CON c`SEALANT SILICONE ♦• • p • �'''} /~• •�_/ 22 IC 'IMPACT AS 3Y CGL CLASS •iii •• I • •♦♦t��f}6 ti __..l 1 B TEMPERED GLASS ^'-'-_-`--'---- GLASS • 0140• • J WN NrTAEAr.. ♦i i t• w • • p•♦��'♦•—_ �� ( 36; _ 25 LXX'BLDCe( 688 r S t2S x 48�LSS LA 0� p •` ScE r•_ T P RAII. i. h FR JO'yRD LAI LVL ••• Z• I LWAIL G �N �XiERIOR 2? B T0A4 R L '2.,GA MIN GALVANIZE ELL) S CEL • • !!• • 11 s p L SHT. 6 + ( SEE I 23 EXPANDED P(kY5!YRcILt(1.0 10 E7 2SM DLN$II BY Jr D-N%5 vL c ,�� x a O vi y • •= i• •t� •• •• • 23 I I ' J OFT'AIL G EXTER;pR L9 Et DDDR NEL SKIN NATRA�GA wtEVAh.ZfD, STEEL G w ne • p• 4- k�• A 425 CODUERCAL OUAUTY 0.92! MIN WICK.,'' V'N;t p' 02 •• J ••0. i'�t•e2` . _r 30 ODE ALLEN t F.4AM['iALLM 6bo3 i., ALUMO&V •0�=i • • ��• •• 22�,-, 1 °.. Lr x 23 \ 31 rL 57 IPE TLVE OIN:i ivt t41 ,• •••7 •• a�I• - � �" 3 A n c r J N LVL LA 4 2 I I• •�♦• •p y� _ 24 J 5 �1, - 1 33 I T9 r 2 PH L'PS Ft,4Thc4iJ WOOD SCREW STEEL O amu, Q •••til• w••pry •p [`v`cR_I'�r?_ a� \„_/ I� 34 I 1qL IW 3UL6EX TAko-4 AITi 1.25 MAI FMBEDMENi ._ ..STEEL __`L^w •• h wp !w 1241 35 OPT('_vAL_,x r400U F3UCK__ _y._ 4y000 i,l� j Mg ., � 36 Oik LOAM IN PLACE GASKET- _- FQ'M - I ? �' _ o r n f 128i- � v} �`ti NO-'S: � 29 c, l3uE r � FOR TAI CON MASONRY ANO WOOD SCP TF1 ANC-'OR �vi c'U's (� c { '� SPACIN (ITEMS 'f.} & #34' SEE: SNE .. 5. QLii'U � FOR VtRNLA_ ANCHOR N 1X BUCh - PTION 6'J 28 o`p_j� Z 29 MASCVRY/CONCPE F. SEE St:EE- 4 FOR DETAILS. U�w w" I� SIZ�ZZ > N✓"�� N I Q OPT ONALLY ANCH^R CAN BE PLACED N NARROW 11 'o Q w I� SECTION C. -EAD OR JAMB AS LO'JG 'AS MIN MUM EMBEDMENT IS ACH.EVED. ?�Ix in It K O G? W ` s/a VAX. 1 54 p I a o i 1 r N 1- 5/8 MAX. ' 1 112' MIN. EMB _._. �_ --- .�.. - wA55�c5F 1nIIIl�IY r �� _I • �E /p �, cru <o eq I I th I Z f f � :'�Xc�rvSF•: �po: DA Ez/s/os No 1'77� scur:AS NlJiLt) MN. 1 =F l �� * _ = vac,e: GAG QF 10 STA cnK a S SAF;r LL AIN DRAWING 40 I MIN - r EA V - moi, ✓Sr i`. ZL�al_ L{U5+ SE, TLQh TVP. �\ ]98. jrr swops� JIND503..01 3 --L - -- r;'N VERTICAL, LRO.SS SF4TtQ�7_Y�..-_ WOOD FRA.4fF l4STALLATIO:V SCALE 6" -t`-0" M=me �L'ONGRL'TF, I:VSTALLAT/O:ir SCALE: 6" =!'--©" fPMJyg�A16, L�y� saver 2 u 7 _ .� fBPE Gp Af/Oi RI�}I�11(7.21378 _. ....... _. _ _ __....._ ...__..._. . . ..._. M:N. � t d" MAX1 l- /4" sAA.\ � VIN, 7 SE. Li_TPIt S7E Jr_T7€L 4 I' ++� i a'iPc ..J �2��-1 V1'[• j-� 1`. '1 1' w V,N •� I ,%� i SEE t f'� �\ l �' , MIN ,. r D SAKI.G .......... +. r �� 1 s PT. E 3O • _ �� ; C C e tG ' 19�'-_-` � •1 a% `. ! �.h) n. , � (3 .�` , I i ... w O M1:N l y XT ' s�.. / iiN"p. r1_i�- x 'J ,----'0 UIN Y y 5 I _-17 ai- M LL �� • : i �e; / // 32X281. •• ♦�• ••�W• / •y• • • r ��• • • _......... �� ------ - ---_; 31/4" z+NEL .._..._._.. ..._.._------ _....._ .. If`D=' `_ 13/1; • � � �T1Q4�YL .._______ a ZO.VTAG CROSj.__.FsdTii ..._._.v._- •�Mi�•••• ••MMia=/�3� OD:h.TALLATIOh' (.SCAf,£.. 6'. =7•_O..J 3/WOOD INSTALLArro.ti• (sc:uE, s.. =r'_d,.� •lb•j s , }a� •"a�•06 • • J ♦ • • • •• ••• •• ••V` M.AX. 1/4" MAY C 5 •,• ••�•j • I• •��'N�• S41M j SH4 ; O 0 J ••�•J•ZNTIN, �Y ••••••Z Z _ ••, •• i • SE SEL EIAL A __•" a SH_ET A7 N S.IET iMIV•,.� 1 — SEL 'A N OE . piY S 1 • .r. 0 •��s= •i y��f�i LTA T_ '� ; 'i Jr �30> �J ,� M ,� �� y`• y, t.laO r' C) �1 .- •mor W C7 i•• •MAMN •��•, �•+� 1' '4r4R0 \ /`+ „ ?•••• IN. •1, #0• !, _ M:N.' N C:`I-I 4 N N ! +• I I + MSN. `-1, 1 • 18 732}-./ lr _`{25) �.. ._ \Zg �;2.,�-_: �•,� U� r ___'_ �$ !r L' fS11iLaQ�IAL CRMS-FECTIQN_TX� d I �a _ H4 s..s czaQL 2YP --.... 11 ca-3-s' i 6 3 CONCRETE INSTALLATIOi'(SCALL` 6" =1'-O") :� MVCRETL'INSTALLATION (SCALE` 6 t'-0"') j 0LA-0 Z w w w •+arcs: o x v o:� �S, •7 Q ASTAG4 FASTENER SPACNr .,,, DL Af, SHEET E (rCThl CE q SCRE{'S'. �t7I ISO�� V) LATCH AN=O DEADB ,.T STRIKE PLA`ES MOUNT TO ASTRAGA WiTN AWUSTABLE NU±'PLATES. - �l BOTH PLATES 4EOJ,RE,Y8 X 3 E:NILLIPS FIAT HEAD WOOD SCREWS. 2 @na / <1.:1 i I 2. DUCK TO SUBSTRATE FASTS N' MAY Uil 7C OPTIONAL 3/16*ITW GUILDCX TAPCON. C FOR 7APCON MASONRY AND:V000 S(Y'iW Ah.HOR SPACING(ITEMS N5 K y3a), SEF 5Pf.ET 5. ,NACTTY£ k ACl1VF_ .-..n a7 < E>FOR HORIZDt TAL ANCHOR IN IX SUCK OPTION'IN MASON.4YfCONCRETE, SEE SHUT 4 FOR DETAiIS .UTERiG f\-_ 29._.J S;f 1 E I ` t ©GPTIONA LI AV`r4CR CAN BE PLACED'N:ARROW SECTION OFSA•f�NC L-/' 13flEl--- \•} AS MINIMUM EVUEDM1:NT iS AC•h£VEU. �S N'� �`' "1U I� Aarxacar.cRoss srTro;41 r'rF ? ;:' NG�ry�F•.:P w-E: 2/5108 Sw.E:AS "lU7-.D a 'TATE OF cHK,Try S. SAFFE!t �~�•Ne}�/��jQ'C/ � DRAWING 0....__... bin a ___ FNPE GEdImet1fS NO.nya 1f4.. 4 lAAX. n a 11. H11. -- — � 1 1 (� HM lz LEE CETMI n n o CS E . * aETAIiGV��TOPRAr•NC UNIT IX BUCK ` I i . ..... ?"JP :GE- r�I,-r-Ri S H• 8 O(SCALE: 6. $ v j4" MAX. , �._�'"'_ _ / ) Mh V. K. LL Vi iF 0.t TI1K, E d i SI: 204 ;3 N 21 ••• •• z •i 5E CEP. _- -- kiN.SEE � �w m •••••• S r'� fA , ?' 000 •• _ • • �? �)ETAIL .,•�' n FXT:1 ° %"� Er� t, ?�5-•1 9` �. !� M'.N. �-Q =Ivn'1 w -' S T. 6 --,'� NOPI2UN7'AL CROSS SECT'ON yP CE-A:L y UC • • r • iOPERATING GNIT IX BUCK > 7 6 \• l 130 ;t. \\ ; Ir �Q Wct ♦ • x ice• I I ;; OPTIOi LV APASOA%Y1C'0MRETE �. `�35 r �`.., �3 - \, ,.! 1 d zU • • •• •• • i , RICH" HLVCB'SHOTiA.. LEfT HLYCE OPA7SITE SHOWY � `.t` I • • • • }-a, (SCALE 6" =t' 0"j .:GI�41QR,�` I'1 p �. Ih' ,`l• I 1'z res a U •[ • •• R ��� 4 /'� '� �� I/so INMN. V Q oi9 q • •• •• • rirnx ••••••••••••• �1_'�••(•mo•_i•••._.••. •�•" , /» T �' `/�LF�, c 2yu/ i1 ce_, jy/ � I- \\\2 �KVl c�il� 1 W._' • • •• VINp a tRIB Ll 022 - 32 6 •;-l� 3a ,9 2C, CJ 3 Ll w , l I Y m U U O d a v op__ t /et �zLl� , �.4;...� ,. I I" IA'N. 5�8 MAX. IW ' t r / �Cw w \`�•:• � � ^TOTES: � "4'� u FOR Aj-�OM1! MASONRY AND WOGR SCRr;W ANHJK SPACING(!fEMS;i'S & ,f J4„ SEE •� OPTIONALLY,ANC14OR C,AN DE Pt ACED!H NARROW SECTION Or i,CAD OR JAMB AS LONG SEF DUAL A AS M.I4,'VUM EMBEDMENT IS ACHlit T.O. ._."_.r `'—ON SHFFT 7 1" MIN MIN. -- '• 1'ltT• j �,! \\\I `,`Niiillllllllj` �____ .__.a'. F Aln. Z 14 i p c I i=MAX. ��� MSS.":pC DATE 2r 5,OR 2 A TT PERT/CAL CROSS 'jQJV TYP. SHIM _ -F AS NOTED 4 OPERATLVC UV/T 1X BUCK ' 1tz'M-N. N4 !"i1!$ OPTION IN A(ASO.VRY/COAGRETF. ..L__.._._._ ..._ EMBED *. *' t '�' - wF. e_ EAU (SCALE: 6'• =1'-O") r9TATL OF 1 $—A,"F- EELFcOPTIONAL uGYS. MASON,, INALMASONRYICONCRETE INSTALL _ .y� A d11T�, ♦ DRAWING'JO BY --' CROSS SECTION OF HEAD OR JAMB ',<'IyllabllrovFlcr;G .a3e Jib'0509-C1 OTHERS ase E•� a __._ FBPEC �/•!•l•'71� 29l78 SHEET StiEEr f, - SF F DL 114 r SEE 1, Ali A. — -- V • h SfE'E? fi r— StEIAII- B 1 r m o �2 1 c — 2" — — 1^ �/ St&T 5 p m c 12 - 12" _ - _ _ � uj C Tj _ oo 3 u l5,' 1 �5 SEE OF, r+ 3f i m ( _ S!IEFT 5 . ( �\ ;Ya. ! I - Trp ,t m •••i !•••. ''I; • M 1 _y� • •• • - • ct r'••• 000* 0 '' 000 • • • 3 7 z I � C1w '3cn •i ••• •• -6 INI 341 • •• • I noose • 5�� P / U U • • // Cw d 00•0 • •••'� •••• I•I 1- 1 i' - mac.) s `c • �• �•••• • �� o • II - \ R-) - 000000 ••.�• ••• "(— -'1 6,— SEE DETAIL. A SEE I)EfAIL A Y� < • a • SHEET 5 u, 6..�' �{ 12. 2,' — 6" 5 a:. a; SHEET 1. •••• • ---7 ''iz" -- > 0 '000• • • • - 1?" I- --. 12" - ;7- �vW °1 • •, • r_ 1203..,u A L_V! wr z z z • .V i 731P,," M o}00 wlw AACHORINC LOCATIO+VS '"�"`" — ` o y 0 OUTSWI'mc SINGLE UJVIT (X) SEE DETA`L EJf �\ tg o a s a IZ SCALL' 1/2" =1'-0" SHEET 6 w .-A Li ANCH0PIAV LOCA T Oh'.S DOUPLE =w-'z z OUTSlYINC UNIT (fYX,1 w, LJ .SCALE. 1%d" ' V' �.'�... ,� t `,jz�ltlllllt(ftJ' •-"N"N F. V �Z`�';r�,tG 7Vy'S�•••.'F�:j xE 2j 5%Q8 i Na.71377g'•' _ svbc:AS NOEL' 7 STATE of tt - cFv Erv:S SAFTE71 r`�guBMBaGtlopsG IJEB'A!L �ti J4YC509-v^i B3� n�M'�F�: .aa6 SCALE. 3" =>'-O" .SCALE- .9" =1'--0' _................_.... 4 AN l,-,P lP EXTFRW S:',QE E Xr'RI R 4 1'i A' l,— .. U`u + �� , 1�1 O ' CJI0 Fn \i f i I O O I 3'� • a cc m - j v —` N �• 0 .E , H _ 1?•' }r. `i i, t t I �1 2 cmc • •�..t._..__._._ OR LL 8 ASTRAGAL\ i --�J_ �. ,�• • I {�� RF AIII P POT FRA 1 THRL M frr1.SO\RY y >—t.� l6} r I 3t DEET DETAIL B DETAIL C DETAIL D T /L A fIl,UCE .MOUND/N�_1Z TSI _ TX.RONBOLT_SP[? ( ._I?L iTE MOUXT NC STRIIfE PLATES TO Zdjf S • •• SCALE: 3" --l'-0'• SCALA" 3" =1'-0" SCALE' 318'• =/'-O- SCALE- 318" =l'-O•' a= • • • • • { ti • •••• y ir W • • • r, I C�,l w n ; •••• • •••• � W� i • • •�k:t_•,l8 hS �ti!°L eTAINER HOLD HOLE •• ••••• H•RU THRFIHOI_rT/PASONRY 1 518" REEF ) �_' 1/4" CU-D SFA^-_a o�o •••••• 36zJ o�I1 'vi r • ••••` `a-r•• z a cz-►a------� \ __-1 �I Q Y a)Chi a _, i - --< 118" TEtdPFRED GLASS iW ter, zz J I — 12 q!r? SPACE Z}`:.Q W 1 N) z J a Z � � _.. �'—!NIERLAYE!? (3Y a p. 1,9 3�) j 6` iB�k sOnu A =z�Iz z > 1 (,J_. !106 0206,0 ) 30 r- r2 1,/8" ANNEALED o DETAIL E DETAIL F - ENDG'RA ASTRAGAL DETAIL C _ ODL 61Tf: co:h TYPICAL ASTRAGAL R AlNER BOLT KOLE FASTENER, ' j;.�G G'SE d8zl" PPH WS CLAZLVC DETAIL ISVLATED CLAS T-1 SCALE. 3" =I'-0" SCA LF. NTS `S"C'A1., b:,. _I•_p,. �� sF1�; �� 1C,Uai z OA7E; 215108 { No;713778 SCA.E:AS NOTED FAG o^i �S�gT�A�1 Or z CrK er:S. SAFFFLL�00RLpFW,71 *+�S U•' 'L "RAW No NO.._._...__. C• I. r77 i, (q�I,�G1naVrE.o-rY3l,� 1� M0509-01 788EXWq'�Fyyu., .1J8 ------- ____-- Faoec ttaaaisl�i• snee C) or,7 �_ ._..... 4" 0 0 cc ct� Z i... 90 7/16" (Mb} L,4i n ti J z ^a �,',NOUIJ_JA.tIIT I'Ih'CERJQ/4'TCD NICE.. BUTT HINCE 4x4xf2 CA ��CO}fPRFSS/G 4_WEATfIEItSme ',C111'T�iY/VC...T/I�ESIIQ/D (FND(,.•RA1 E � i XALE- 6' =/'-O" ��/ SCALE 6' -I'-O` QDS-650 SCALE- 6" J -0•` j SCALE 6' =J'-O'• Y • • i • ri• • { 1 — coo • :••• �- • •••J • ,�' neos,R& N 1 '1/16" I �—} zt osC, z I ••• • • • U-H T ••••• I SOPPOR7Aq OCK j ( B • • • • • I SP �2r;; • • TOP RAIL (IVL ^ti p •••••• • • IINCE STILE (LVL) df v • f A.STRACAL i71�IKL pL?I!!• �1 4Dl7/�A_1t�¢IIN!/A! A.STRACAL r LOCX X GVG iYO r LA7r.xI STILE I.VI. \SOTTO. RAIL r • ••• - 4LI _.� r l7EEL. 2,SCA .3{I �!3 (1 7 r - 2 ! r > i c • •�f SC.9LE b 4 jt�•• SCALE 6" =I'-0" ,�, SCALE 6" -1'-0" �Y; SCALE. 6" -/'-O'l SCALE 6"' - -O" olmvi - • O • •••• •••• •••••• aU as 1. •••• •• JL W ir 112" —. ..{.... 00 .zz N r(n N _ 1 pJ z> >? f CZ J��cr vir tp 1� G U¢Q": v) Y�I z;tel �. ASTRACAL BOLT � HAI T.- C/R STEEL ROD r e Ir~mo/i'ZIN^J YsELLOW CN1'f ASTRAGALSILL ODL ALLAN ROT tSTRIXE PLATE (� sym 6 cALE• s• _�' a• [18'SCA E6' 0. cLE 6 F0.Rb4'-0" . 0. v" i.: vcN 111111,11111/"�'' 3/'16" C-SINK—Ij- ,r—NUTE 1-USE #-0 WOOD t`STA3_.LA'(ON SCP 'N W"/ 1 :l2" MN. EMBEDMENT �T�;'��G��F •�c DATE2/5/08 WHEN INSTALLING € IO 'N000 SUBSTRATE A' HEAD & �.AMBS. 1 N4 7 77fj s-,F AS NOTED lam" 2-USE #8 x 2 1/ I' k WOOD SC#24 V WHEN INSTALLING I1410 IVUL_I)NS. �_ _� k * = evr a FAG 3-USE 3/16" IT'W TAP0,\ ANC iOR hf 1 1;h MIN. IMBED. 4 STATE OF r K By SAFFFi_! ✓<+HEN INSTALLING TO CONCRET.,/MASONRY S'BSTRAT AT S-)EI E SILLS '�� �c�a�4\u`� oRnhuc,'o.. 1�E AL '7 R / /LDETAIG (RuiiUwtld V i3fi AV(1509-01 SCALE. 114" =I'-0.' ` # "x �EnCa. FARE[ plog XM•110 S.FU 7 CF vd BUILDING DROPS 398 E. Dania Beach.Suite338 A Perfect Solution in Every Drop Dania Beach, FL 33004 Certificate of Authorization:29578 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com llrodiim V altimlito R, Of* JELD-WEN, inc. Contours Steel Door, Wood Edge 8'-0" Outswing Impact Glazed Single or Double Door Unit for Florida Product Approval 1.1 Report -`391 Current Florida Building Code Method: 1 —A (Certification) Category: Exterior Door Assembly Sub — Category: Swinging Exterior Door Assemblies Product: Contours Steel Door, Wood Edge Material: Wood/24 Ca. Steel Product Dimensions: 7.3'.938"x 96.75" Prepared For: Lj t'epw' 80 -L �Illlllfrrrr ii.tfl� �ltl i`;Ili� gbh = t�f11 S F 0�����i 45 Prepared by: �`� -�G..N � �0 7Q, Florio'a.Prc�s,4oQal;ECgi:tt6Qr#11'7.3778 o _ STTTr1= .. •D*�te:�'!128/2C1h S. .. p Flu - El'aZaAn Report . Pa*s: lrr r i s 11 Ii��r` ;•Dig;�+ly-jgnec;by Hermes F.Norero, P.E. Reason:I am approving this document Hermes No.Floridaa No. 7, P.E. 73778 ... .Datg:JOJ5,QJ.0.910147:40-05'00' . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ' BUILDING ��������N� ����m��m—�� � ~ Date: 01/26/2015 4Perfect Solution inEvery Drop Report No: 3391 Certificate o,Authorization:zes,u Manufacturer: ]E004NEN,inc. Product Category: Exterior Door Assembly productBub'Categmry: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method(I)(a) Product Name: Contours Steel Door,Wood Edge Door (impact) 7I938^x9675^ Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL#73778) for JELD-WEN,inc. based onMethod la of the State of Florida Product Approval, Florida Department of Business and Professional Regulation Florida Building Commission. Hermes Noreru, P.E.does not have nor will acquire financial interest inthe 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 current Florida Building Code. See Installation Instructions JVVO5O9-01,signed and sealed byHermes Norern, P.E.(FL#7]778)for specific use parameters. Limits ofUse: 1. This product has been evaluated and is in compliance with the current 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 bebeyond wall dressing orstucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1GO9.1.2ofthe current Florida Building Code and does not require animpact resistant covering. 4. Site conditions that deviate from the details of drawing JW0509-01 require further engineering analysis byalicensed engineer orregistered architect. G. See Installation |nxtrq1iop&J%%0%08-91f2r�izeand design pressure limitations. Hermes Norero. P.E. Floridao� 73778 Page2of4 BUILDING DROPS /2015 A Perfect Solution in Every Drop Date: 01/23 Report No: 339139/ Certificate of Authorization:29578 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code 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 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratory,Inc. (FBC Organization# TST1589) Report#: NCTL-210-3196-1, Report Date: 04/26/2005 Report#:SJW2011-072, Report Date:07/11/2011 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#: QUA1789) 3. Certification Agency National Accreditation and Management Institute (FBC Organization#: CER1773) 4. Material Certification Miami-Dade RER—Product Control Section NOA Eastman Chemical Co.—Saflex HP Interlayer 5, Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA, Inc. ASTM E84-08 Report#: 3113726SAT-001 R1 Report Date: 03/13/2009 • •• • • • • ••• • • Hermes Norero, P.E. Florida No. 73778 •• Page 3 of 4 . . . . • . . . . • • .. .• . • . .. .. BUILDING DROPS A Perfect Solution in Every Drop Date: O Certificate of Authorization:29578 Report Noo:: 33391 015 3 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 current Florida Building Code. 1ELD-WEN, inc. has tested their products to the following test standard edition(s): 1) ASTM E84-08 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E84-09 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 current FBC including HVHZ provisions. 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. E or concrete or masonry substrate where one by(1X), non-structural,wood bucking is mployed, use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient ength to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/15" 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(1W0509-01)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressur Positiyg • 50 PSF Negative .. . . :50 PSF t—.—. • ' ' ' • ` • • Hermes Norero, P.E. •• • • • • • • • • Florida No. 73778 • •• • • •• • • •• •• • • • • • Page 4 of 4 . .. •. . . . .. .. .•• . . . ... . . NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: NI006254-R5 DATE: 10/14/2005 f,� N CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN CODE: 104-3 REVISION DATE: 05/05/2015 To verify that the"Notice of Product Certification"is valid,please visit w•ww.NAN-IICerti fication.com to assure that the product is active and currently 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 any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN JELD-WEN's "Steel Wood-Edge"Double 3737 Lakeport Boulevard In-Swing/Out-Swing Entry Doors w/ODL Klamath Falls, OR 97601 Impact Glass or ODL Impact Allen Frame and Endura Ultimate Hurricane Astragal Configuration:XX Glazing: IG-1/8"Tempered Glass/ Laminate-1/8"Annealed Glass/0.090"PVB by Solutia/l/8"Annealed Glass Frame: W-1880mm(74") H-2489mm(98") Panel: W-965mm(38") H-2413mm(95") DLO: W-559mm(22") H-2032mm(80") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: +50/-50 psf Large Missile Impact Rated Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3196-1/SJW2011-072/W-1488 Expiration Date: September 30, 2019 . . . Administrator's Signature: .. ..• • • . . •. . . .. ... .. . . . .. NATIONAL ACCREDITATION AND MANAJ3JEfEEN-T:I14STIJFjJT:F, INC. 4794 Georie*as-h* * tor;Menao$ial�Iighway •• Go IF'Hayes`VA•23072• • Tel: (804) 684-5124 •:•F�x: (S0a)46a4j!51;22 ... . . . ... . .