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WS-16-3374 Permit NO. WS-1 -16-3374 `5KR ys y�� Miami Shores Village Permit Type:WindowslShutters 10050 N.E.2nd Avenue NWWorts Classification:Door Replacement Miami Shores,FL 33138-0000 Per Permit Status:APPROVED aF ` Phone: (305)795-2204 CORIDA Issue Date: 12/27/2016 Expiration: 06/25/2017 Project Address Parcel Number Applicant 77 NW 105 Street 1121360050260 Miami Shores, FL 33150-1241 Block: Lot: ALAN CAVES Owner Information Address Phone Cell ALAN CAVES 77 NW 105 ST MIAMI SHORES FL 33150-1241 Contractor(s) Phone Cell Phone Valuation: $ 1,525.83 J&G CARPENTRY INC (561)333-5042 Total Scl Feet: 0 Type of Work:CHANGE OUT 1 DOOR,(NO SIZE CHANGE Available Inspections: No of Openings: 1 Inspection Type: Additional Info:CHANGE OUT 1 DOOR,(NO SIZE CHANGE Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 DBPR Fee Invoice# WS-12-16-62359 $2.00 12/14/2016 Check#:23812 $50.00 $76.20 DCA Fee $2.00 Education Surcharge $0.40 12/27/2016 Check#:23935 $76.20 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $126.20 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 al4��=5�"elabove-named information is accurate and that all work will be done in compliance with all applicable laws regulating construction and ermore contractor to do the work stated. December 27, 2016 rin ed Signatu .Owner / Applicant / Contractor / Agent Date BuilDepartment Copy December 27, 2016 1 NF0 APPS ) Miami Shores Village �ECEIV D BuildingDepartment oEc 4 2016 , 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 '- INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201 BUILDING Master Permit No. VVS PERMIT APPLICATION Sub Permit No. �UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING MECHANICAL MPUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ALL C� S� I City Miami Shores County' Miami Dade Folio/Parcel#: -,WL ��S �� Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:!/ OWNER:Name(Fee Simple Titleholder): f-t I a r-) l n ae s Phone#:�2,«-��'t 0—Zq Address: ]-7 �Jf/J ��� S-� City: M In m I h rare S State: _Zip: 33 LM Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: 4 4 C c`c1p -V(A�y. \�--t� Phone#: J l-5 Address: ,_,...., --� {{ i� 1 _ City: i C2�: aV 7�` �CZC�Yt�State: �1 "� Zip: :3"z '-- Qualifier Name: S l j S Phone#:z- J �,��YY\t' - State Certification or Registration#: h_ r +� Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$�Sod�- 3 Square/Linear Foot YP ge of Work: Type of Work: El Addition ❑ Alteration ❑ New Repair/Replace IDDemolition Description of Work: Choknop 0j ) i rLur, K)o S p r- banov - V Specify color of color thru tile: Submittal Fee$ 50A% Permit Fee$ �_L-- CCF$ Scanning Fee$ �rr -/� Radon Fee$ 2- ' DBPR$ W Notary$ Technology Fee$ 16o Training/Education Fee$ Q qn Double Fee$ Structural Reviews$_� Bond$_ //-- TOTAL FEE NOW DUE$ �+O (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 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. nature � ��AI � g Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of L 10�!e'Vl�C 20 I Co by �_day of DP 11 _ ,20 Ao .by (l x/E'S who isgffmwally known to Qr'Y1 S (�. n�/jS who is personally known to m� a or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: -Sign: fi�t,�J Com. . Sign- Print:uLloll n a, Ct'le Print: y Seal: o'l►�� DEANNA CHANDLER �P4Y PSB ELAYOUNG Notary PubUc.Sgte of Florida Seal: o P. r.; * MY COMMISSION#FF 951069 •' Com on #�FF 184114 N '.�,� EXPIRES:Aprii 12.2020 '••',;�,a r���•` My Comm.Exp ee Jan 2 2019 -'FBF pt�� Bonded Thr.RA9et Notary Services �.nua #y�. l' p/ SS1I�1I " APPROVED BY Plans Examiner Zoning • Structural Review Clerk (RevisedO2/24/2014) Miami Shores Village 5'01 �. Building Department .,. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel:(305)795.2204 , Fax: (305)756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (claddin 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: �aa (,l �2/Owner Signature Date Print Name Property Search Application- Miami-Dade County http://www.miamidade.gov/propertysearch/#/report/summary ff man a an an I it ur rrHA F F I C E '06 F T H En P R J"k 50A ER mm"T sym A w& aft I E w- Summary Report Generated On: 11/15/2016 Property Information Folio: 11-2136-005-0260 77 NW 105 ST Property Address: Miami Shores, FL 33150-1241 Owner ALAN C CAVES 77 NW 105 ST Mailing Address MIAMI SHORES,FL 33150-1241 Primary Zone 0800 SGL FAMILY-1701-1900 SQ f . Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 2/1 /0 Floors 1 Living Units 1 Actual Area 1,801 Sq.Ft Living Area 1,478 Sq.Ft Adjusted Area 1,519 Sq.Ft Taxable Value Information Lot Size 9,150 Sq.Ft 2016 2015 2014 Year Built 1939 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2016 2015 2014 Taxable Value $108,120 $107,021 $105,775 Land Value $164,440 $164,440 $98,074 School Board Building Value $114,594 $114,871 $114,300 Exemption Value $25,000 $25,000 $25,000 XF Value $3,212 $3,035 $3,073 Taxable Value $133,120 $132,021 $130,775 ..... _.... Market Value $282,246 $282,346 $215,447 city Assessed Value $158,120 $157,021 $155,775 Exemption E, :::T: $50,000 $50,000 $50,000 Taxable Value $108,1201 $107,021 $105,775 Benefits Information Regional Benefit Type 2016 2015 2014 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment Taxable Value $108,120 $107,021 $105,775 Cap Reduction $124,1261 $125,325 $59,672 Homestead Exemption $25,0001 $25,000 $25,000 Sales Information Second Homestead Exemption $25,000i $25,000 $25,000 Previous I OR - ------ ...........__..._....._......_.._ __ ..._....___. Sale Price) Book-Page Qualification Description Note: Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City, Regional). 08/01/1998 $118,000 18243-0808 Sales which are qualified 1 03/01/1995 $67,5001 16813-0428 Sales which are qualified Short Legal Description i Sales which are disqualified as a result 36 52 41 PB 41-51 03/01/1992 $OI 15460-3769 of examination of the deed DUNN]NGS MIAMI SHORES EXT NO 1 11/01/1988 $56,500 13887-3121 Sales which are qualified LOT 10 BILK 203 LOT SIZE 75.000 X 122 OR 18243-0808 0898 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 Mami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Mersion: SPECIAL SERVICES CUSTOMER INVOICE Page 1 of 3 NO. H6322-25951 Store 6322 N MIAMI/BISCAYNE Phone:(305)981-2959 12055 BISCAYNE BLVD Salesperson:LMM41-I MIAMI,FL 33181 Reviewer:SBBOAD Name Phone 1 • CAVES ALAN (305)205-4052 REPRINT A11— 77 NW 105TH ST Phone Company Name • City MIAMI SHORES JobDeacnption DOOR INSTALLATION-FL#14569.7 State FL Zip 33150 D°°ny MIAMIDADE 2016-11-16 10:32 INSTALLER DELIVERY#1 MERCHANDISE AND SERVICE SUMMARY sWeserve the oldrtoc stomers9httolimitthequantitiesofinerchandise REF# 101 STOCK MERCHANDISE TO BE DELIVERED: REF# SKU QTY UM DESCRIPTION PI FNI P EA EXTENSION R02 0000-155-400 3.00 EA 1X6-8FT PT WEATHERSHIELD/ A $5.47 $16.41 R03 0000-168-335 3.00 EA 2X6-8FT#2 PRIME PT WEATHERSHIELD/ $5.47 $16.41 R04 0000-252-677 24.00 LF 1-1/4X2 PFJ WM180 BRICK/ $1.63 $39.12 R05 0000-225-556 24.00 LF 11/16 X3-1/4 PFJ LWM445 CASING/ A $1.15 $27.60 SIO-MDSE TO BE DELIVERED: REF#S08 ESTI IVAL DATE: 12/13/2016 P.O.#22524398 REF# SKU QTY UM DESCRIPTION PI TAX PRICE EACH EXTENSION S0808 0000-665-683 1.00 EA 9 PANEL STEEL DOOR/9 PANEL STEEL DO XT STEEL 28 DA/A N $429.28 $429.28 UNIT SIZE 37 1/2 x 83 3/4 STEEL PREHU IMPACT RATED PRIMED DOOR RIGHT HAND OUTS WING.DOUBLE BORED 6 9/16 PRIMED JAMB WITH SATI NGES.6 9/16 ALUMINUM SILL AND WHITE WEATHER ST • • $528.82 DELIVERY INFORMATION: DELIVERY DATE:INSTALL S EDULE INSTALLER WILL DELIVER MDSE TO: SITE OF IN N#101 AT TIME OF INSTALLATION. NOTE:UPON RECEIPT OF ALL SIO MERCHA ALL CUSTOMER TO SCHEDULE INSTALL DATE. CONTINUED ON NEXT O� Check your current order status online at vvww.homedepot.com/orderstatus Page 1 of 3 NO. H6322-25951 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE-Continued Last Name:CAVES Page 2 of 3 NO. H6322-25951 INSTALLATION #1 REF# 101 ESTIMATED INSTALL BEGIN DATE: 11/15/2016 ESTIMATED INSTALL END DATE: 12/15/2016 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 24.00 LF 1-1/4 X2 PFJ WM180 BRICK R05 0000-225-556 24.00 LF 11/16 X3-1/4 PFJ LWM445 CASING S0808 0000-665-683 1.00 EA SO JW EXT STEEL 28 DAYS OR LESS BASIC INSTALLATION LABOR: SKU I DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 0000-523 EXTERIOR DOOR FL-NAT/PRE-HUNG DOOR UP TO 36X96 1.00 EA N $287.00 $287.00 -672 OPTIONAL LABOR SELECTED INCLUDES: OPTION DESCRIPTION QTYUM TAX PRICE EACH EXTENSION 26 STUCCO WORK IN EXCESS OF MINOR CHIPS AND CRACKS(SINGLE DOORS UP TO 1.00 EA N $145.00 $145.00 36"X96'/ 10 INSTALL PEEP HOLE ON NEW DOOR CUSTOMER PROVIDES)/ 1.00 EA N $15.00 $15.00 1 HAUL AWAY OF EXISTING DOOR PER DOOR OPENING)/ 1.00 EA N $15.00 $15.00 23 UPCHARGE FOR IMPACT GLASS UP TO 36"WIDE X 96"HIGH/ 1.00 EA N $90.00 $90.00 CUSTOM LABOR SELECTED INCLUDES: OPTION I DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 1 BOX PREP 1.00 PA N $150.00 $150.00 2 CUT BASE BOARDS 1.00 PA N $45.00 $45.00 INSTALLATION SITE NAME:I CAVES ALAN INSTALL LABOR CHARGE: $747.00 ADDRESS: 77 NW 105TH ST TRIP CHARGE: $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33150 CREDIT FOR DEPOSIT/MEASURE: $50.00 COUNTY: MIAMIDADE SALES TAX RATE: 7.001 TAX:Merchandise- N LABOR-N INSTALL TOTAL . $697.00 PHONE: 305 2054052 ALTERNATE PHONE: 305 2054052 INSTALLER SPECIAL INSTRUCTIONS: FL#14569.7 *"*CONTINUED ON NEXT PAGE... Page 2 of 3 NO. H6322-25951 Customer Copy v SPECIAL SERVICES CUSTOMER INVOICE-Continued Last Name:CAVES Page 3 of 3 NO. H6322-25951 INSTALLATION #1 (Continued) REF#101 END OF INSTALL#1 INSTALLATION #2 REF# 107 ESTIMATED INSTALL BEGIN DATE: 11/1512016 ESTIMATED INSTALL END DATE: 12/1512016 BASIC INSTALLATION LABOR: SKU DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 0000-114 1 BUILDING MATERIALS PERMIT FEE-NAT/ 1.00 EA N $0.01 $0.01 -442 OPTIONAL LABOR SELECTED INCLUDES: OPTION DESCRIPTION QTY I UM I TAXI PRICE EACH EXTENSION 7 1 PERMIT FEE/ 300.001 EAJ N 1 $1.00 $300.00 INSTALLATION SITE NAME:I CAVES,ALAN INSTALL LABOR CHARGE: $300.01 ADDRESS: 77 NW 105TH ST TRIP CHARGE: $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33150 CREDIT FOR DEPOSITIMEASURE: $0.00 COUNTY: MIAMIDADE SALES TAX RATE: 7.001 TAX:Merchandise-N LABOR- N INSTALL TOTAL• $300.01 PHONE: 305 2054052 ALTERNATE PHONE: 305 2054052 INSTALLER SPECIAL INSTRUCTIONS: FL#14569.7 END OF INSTALL#2 TOTAL CHARGES OF ALL MERCHANDISE & SERVICES Policy Id(PI): 7ALANCE $1525.83 A:90 DAYS DEFAULT POLICY; SALES TAX $0.00 TOTAL $1,525.83 DUE $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.H6322-25951 Page 3 of 3 NO. H6322-25951 Customer Copy + PER10 1 #: 1 _ Miami Steres Villa e APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT f0 CCMPI.IPNCE WITH ALL FEDERAL STATE ANL)C( IjN,y AuU-S AND REGULATIONS REC EYVED DE 4 2016 BY 1 36" X 84" REPLACE DOOR IN 1 OPENING ONLY. H NEW DOOR TO BE IMPACT RESISTANT- HURRICANE SHUTTERS NOT REQUIRED. OPENING PRODUCT DESIGN OPENING SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WIDTH. HGT. I FTG. ZONE POS. NEG. (N.O.A.#) POS. NEG. 1 36 84 21.00 1 4 38.2 1 -41.6 FL14569.7 50.0 1 -60.0 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 INT04ON@RETE •••• ••••• • • • WITH A MINIMUM 1 1/4"PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. •• •• '•" '•";• SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES • • • """ DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES •.•• MEAN ROOF HEIGHT �-- 12 FT 4 IN CAVES RESIDENCE 77 N.W. 105TH STREET DOOR REPLACEMENT PLAN MIAMI SHORES, FLORIDA 06/30/2015-2:48pm gabriels V:\Projects\_2014-MPS\400 Wind Charts\-Reference\00-MPS14-400 Series C&C(Current).dwg Sth 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 INTERIOR ZONE 4 PRESSURES j I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLATTERRAIN Mean DESIGN PRESSURES PSF -ZONE4 Mean DESIGN PRESSURES(PSF)-ZONE 5 INSTRUCTIONS FOR TABLE USE: Roof Tributary Area(Sq Ft) Roof Tributary Area(Sq Ft) 1. TABLES ARE INTENDED TO DEPICT-T•HE;WORST CASE'PRESSURES.'WORST CASE'IS "� _ DEFINED AS THE CRIT„ COIXDITIONTOF•ANY ONKNpWN VARIABLE AS DESCRIBED BELOW. c', 10 15 20 25 30 35-- X45 • 50 Tf Pig" 10 15 20 25 30 35 40 45 50 USE OF CRITICAL COIvDI-NSREQWRED FOR USEfWITH THESE TABLES. -43.4 -42.4 -41.6 41.1 -40.6 -40.2 X39:8.`39:5%�3 3 j -53.6 -51.5 -50.0 -48.9 -47.9 -47.1 -46.4 -45.8 -45.2 2.TABLES VALID ONL(�FOR;eL6bNGsoF hJEAIYR00F HEIGFIT AS LIMITED ABOVE. fti + i0-15 ft 3 TABLES VALID FOR AI L" * F`TYPES �SIAPES.APPLICABLE REDUCTIONS FOR ROOF SLOPES 40.1 +39. +38.2 37.7 +37.2 +36.6 aH6:4-+3,6.1`•+3S / +40.1 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 11 ERLESS THAN 10°SHA BE;P FORMED BY•AN'E(�GINEER ASA SITE SPECIFIC CONDITION. -44.0 -43.0 -41.6 -41.1 -40.7(=-40� 0�3 -39:8 •� 16 ft -54.4 -52.2 -50.7 -49.5 -48.6 -47.7 -47.0 -46.4 -45.9 4.IDENTIFY THE BUxLD,iNG;MEAN,(AVERAGE)RQOF HEIGHT.IF THE MEAN ROOF HEIGHT +40.6 +39.5 +38.8 +38.2 +37.7 +37.31-036.9,x+36.6 +3 ,A +40.6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 CANNOT BE IDENTIFIED,!USE�TH&PEAK ROOF;•HEIGHT. 44.6 -43.5 -42.8 -42.2 -41.7 -41:3` -Q0, ' =40 6==qqpp -55.1 -52.9 -51.4 -50.2 -49.2 -48.4 -47.6 -47.0 -46.5 5. ALWAYS ROUND WP ROOI�IELPHTS T0,NEXTTk$LE VALUE OR CONSERVATIVE ASSUMPTION. 17 ft .- +" 3F' 17 ft 6.CALCULATE THE TRIBUTAR1i(�RE"ASOF jHE OPENING IN QUESTION(HEIGHT WIDTH)OR +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37A-+37 -=+36.8 +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 THE SPAN LENGTH(HEIGHT)MULTIPLIED-BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -45.1 -44.0 -43.3 -42.7 -42.2 -41.8 -41.4 -41.1 -40.8 •55.7 -53.5 -52.0 -50.8 -49.8 -48.9 -48.2 -47.6 -47.0 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL 18 ft +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 18 ft +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL -45.7 -44.6 -43.8 -43.2 -42.7 -42.2 -41.9 -41.5 -41.3 -56.4 -54.1 -52.6 -51.4 -50.4 -49.5 -48.8 -48.1 -47.6 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 7.IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER -46.2 -45.0 -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 -48.7 -48.1 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 20 ft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 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. -06.6 -45.5 -44.7 -44.1 -43.6 -43.1 -42.8 -42.4 -42.1 -57.6 -55.3 -53.7 -52.4 -51.4."-50,6 X49.8„ 49.2 -48.6 8•READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL 21 ft 21 ft -�- i ��� MUNICIPALITY IN ACCORDANCE WITH CODE. D +43.0 +41.9 +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 +43.0 +41.9 +41.1 +40;+39?J--+39.5 +39.1 :.38;8' +38.5 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A � -47.1 -45.9 -45.1 -44.5 -44.0 -43.6 -43.2 -42.8 -42.6 -58.1 -55.8 -54.2 -59.0' z 92'=5-1==50 3 �'9(6 -49,0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE, p 22 ft 22 ft u ��s I - i3 +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 +43.4 +42.3 +41.5 +40.8,;+403-.f 39:9"2+39:5 9.2 +38.9 GENERAL NOTES: Oz 23 ft -47.5 -46.4 -45.6 -44.9 -44.4 -44.0 -43.6 -43.3 -43.0 23 ft -58.7 -56.4 -54.7 -5' 5'=52.Q ti51.5 -50:8 , 0.1 -49.5 r- 23 �r �• 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN +43.8 +42.7 +41.8 +41.2 +40.7 +40.3 +39.9 +39.5 +39.2 +43.8 +42.7 +41.8 +41.25 at.40:F- +40.3::+39.9` +3 S +39.2 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -48.0 -46.8 -46.0 -45.3 -44.8 -44.4 -44.0 -43.6 -43.3 -59.2 -56.9 -55.2 -53:9-:�2t�5d 0'FSV7-"-'S0-6. -50.0 CRITERIA AS OUTLINED HEREIN. 24 ft +44.2 +43.1 +42.2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 24 ft +44.2 +43.1 +42.2 +41.6 +41 1 - Ali_40.2 -50: +39.6 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND -1 EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY = -48.4 -47.2 -46.4 -45.7 -45.2 -44.7 -44.4 -44.0 -43.7 -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 25 k +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 25 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 WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH Cn 26 ft -48.8 -47.6 -46.8 -46.1 -45.6 -45.1 -44.7 -44.4 -44.1 26 ft -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 TTI +45.0 +43.8 +42.9 +42.3 +41.8 +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 WALLS AND VERTICAL SURFACES ONLY. 0 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY m -49.2 -48.0 -47.1 -46.5 -45.9 -45.5 -45.1 -44.7 -44.4 -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 +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 27 ft +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. G) USE OF THESE TABLES AND CORRESRONDING WIND VELOCITY,EXPOSURE,AND OTHER -49.5 -48.3 -47.5 -46.8 -46.3 -45.8 -45.4 •457-44.8„ -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 z 28 ft / '+- 8 ft COEFFICIENTS LISTED-HEREIN SHAL`CBEiD7C�AFED-AND VERIFIED BY THE GOVERNING m +45.7 +44.5 +43.6 +43.0 +42.4 +42:0;141-6-M41.2; +40'.9'7''�{ +45.7 +44.5 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 BUILDING DEPARTMENT'AN ERMLC_IOLDER-.NQ W RRANTY FOR APPLICABILITY OF TABLE m -49.9 -48.7 -47.8 -47.2 -46.6 -46:2r 8"--45-'�4�1 % -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 VALUE USE IS OFFERED ER N•-�'.�.1�1 �f�>� :0 29 ft 1" 1 ���= 29 ft 5.THIS SPECIFICA'(JO(J ISINOT:INTEFVDED TO'% ER ANY PRODUCT APPROVED z +46.0 +44.8 +43.9 +43.3 +42.7 +42.333114-+A1.9.:F41.5'.+9'1�L'. +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +41.5 +41.2 CERTIFICATION. REFER T0-A-&Y-SEPARATEL. UBMITTED TEST CRITERIA AND OTHER G) -50.3 -49.0 -48.2 -47.5 -47.0 -46.5 K 6y'j-45.7 -4•4 C -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 APPROVALS FOR DESIG 'BeIN$TAGL,ATION+IN-O'RMATIDN AND APPLICABILITY OF THESE TABLE j . L 3� VALUES WHICH IS TO`BI4 VE$IFIE�D.BY OTHERSJR ACCORDANCE WITH GOVERNING CODES. � 30 ft +46.3 +45.1 +44.3 +43.6 +43.0 +42. _+42 2. 41.8 141.5• •• 30 ft +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +41.5 I m 6.ADHERE TO ALL LOCAGIMPACT P-ROTEMONSYSTEM ORDINANCES. y -51.0 -49.7 -48.8 -48.2 -47.6 -47.1=`(`.46;4;:'4 10' %'° -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 7,NO CERTIFICATION'IS,OFF2RED:FOR4THE INTEGRITY OF THE HOST STRUCTURE. r 32 ft +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7-417 i�.f*442.1 32 ft +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 8.EXCEPT AS EXPRESSLY PROVIpUD�HEREIN,NO ADDITIONAL CERTIFICATIONS OR -51.9 -50.7 -49.8 -49.1 -48.5 -48.0 -47.6 -47.2 -46.9 "64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54.1 AFFIRMATIONS ARE INTENDED. 35 ft +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 35 ft +47,9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF -53.4 -52.1 -51.2 -50.5 -49.9 -49.4 -49.0 -48.6 -48.3 -65.9 -63.3 -61.S -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 40 k +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 40ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF -54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -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 k +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 45 ft +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 a a ROOF -56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 0 ft -69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 I 1 ' HEIGHT 50 ft +51.6 +50.2 +49.3 +48.5 +47. +47 47 &46.6,,+46. • 5 +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 5 G -57.1 -55.7 -54.7 -54.0 -5314 -52.8 •524 052.0 51.5 • • -70.5 -67.7 -65.8 -64.2 -63.0 -61.9 -61.0 -60.2 -59.5 55 ft . . . ; • 65 ft 5 I 4 I 5 h +52.7 +51.3 +50.3 +49.5 +4�. +48. 47 47 7. +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47,5 +47.1 a -58.2 -56.8 -55.8 -55.0 -54.3 53.8 053! •52.� 52.? • • -71.8 -69.0 -67.0 -65.4 -64.1 -63.1 -62.1 -61.3 -60.6 ELEVATION SQ 60 ft +53.6 +52.2 +51.2 +50.4 +49..? +493 48.8 *+48.4 +48.1 • 6®ft +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 WALL ZONE FIGURES /�� I MET I to REMARKS DRWN IHKDD,A 'S C:) p INR ISSUE . ... GSI► TSB* .. STH ED. FLORIDA BUILDING CODE ENGINEERING o 0 m m 3 i REV-ADJ T HEI TS GS •• : (2014) EXPRESS° \ Z`, REV 2014 FBO• • §GNI l•• ASCE 7-10, CHAPTER 30 CORPORATE OFFICE: mz m • • • 160 SW 12th AVENUE, SUITE 106 �. °z DESIGN LOADS FOR COMPONENTS&CLADDING N z p MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 0' D G) THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354-0443 O „p AND SHALL NOT ODYCED IN WIPLEQR PJRT%TyCWT • CERT OF AUTH#9885 m p v WRrrTEN CONSE If TWI�EERING WRW.A(,TERATIONS, • I z ADDITIONS,OR OTHr�t MARI�IGS TO T}QSD�CyINT ARrjNOT • i E:HELLO@ENGINEERINGEXPRESS.COM .in -p PERMITTED AND INV4hUDATEOURLERTiICANON.• ASCE 7_ 1 ENGINEERINGEXPRESS.COM ••• • • • ••• • • Florida Building Code Online w�woww T ?-r SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications ( FBC Staff BCIS Site Map Links Search Business'$ _ Professi�naI �.�=N USER PubliAUser pproval Regulation. In- k,'t n:urwaI Pr:?dHrn'i �r�nn,nar'h>L,no1ic3t1:m Dct>Application Detail FL# FL14569-R7 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 F1 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 •• • •• • • p Certification Mark or Listing •••••• • •• •••••• N Certification Agency National Accreditation&Management Institute • •••!•• Validated By National Accreditation&Managemea tIn stit9ite ••••• • •• I • • •••••• •••• ••••• •• •• •••• •••••• I � •••••• • • Referenced Standard and Year(of Standard) Standard yam•0• a 0 h TAS 201 • • • 1994 •�•"• TAS 202 1994• • I� TAS 203 1994 f Equivalence of Product Standards t Certified By bttp:!,'www,tloridabtiilding.org/pr/pr app_dtl.aspa?paramwGEVXQwtDquxTVBjriRcYg%2tDEHWIXNZWIDOuvPOG87LWwGxpHtrgMQ°•'o3d%3d[3/1/20163:04:27 PM] Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 11/11/2015 Date Validated 11/13/2015 Date Pending FBC Approval Date Approved 11/20/2015 Summa of Products '_ !� ry — FL# — Model, Number or Name Description 14569.1 Contours Steel, Wood Edge Full Lite Door, Outswing, 6'-0" x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14569 R7 C CAC N1006255-R7 Certificate.p(if 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 FL14569 R7 II JW0509-03 Insta!lation.o instructions as stated on drawing 3WO509-03 Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3392 pdf Created by Independent Third Party: Yes 14569.2 Contours Steel, Wood Edge Full Lite Door, Inswing, 6'-0"x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NI006255.02-R3 Certificate.Odf 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 R7 I1 3WO509-04 Installation.todf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3393.pdf Created by Independent Third Party: Yes -------._ .............. ...... --- —----- _—. - --- ---------- _ _.. ............-... .-.---- ! 14569.3 Contours Steel, Wood Edge Full Lite Door, Outswing, 6'-0' x 8'-0" I Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NI006254-R5 Cerbficate.?df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2019 Design Pressure: +50/-50 Installation Instructions Other: EL14569 R7 II JW0509-01 SS 2015-07-02 pdf Verified By: Hermes Norero 73778 • • Created by Independenl.Third.Party: Yg9'000 000000 Evaluation Reports • • • • FL14569 R7 AE PER33911df • • • Created by Independent'l"rtl'Prarty: YEs •' 0000" -0000 ......... _.._-.__. . 0000 14569.4 Contours Steel, Wood Edge Opaque Door,Inswing/OuW.%" w/ora 2j1Ppact&Non- ' Impact Rated Glazed SideliXQy,a'-0"x..6-8' ••••• Limits of Use Certification Agency Olftole4e 0000 Approved for use in HVHZ:Yes FL14569 R7 C CAC NI4PIX*2 NI01154.1)1 Certific`let:P I Approved for use outside HVHZ: Yes Quality Assurance ConimciEKpiration Date •. Impact Resistant:Yes 04/30/2020 ' ' 0 • • • • •••••• Design Pressure: N/A Installation Instructions ••••• . , Other: FL14569 R7 II JW032012Ft•1l6stallation.odf •••••• Verified By: Hermes Norert*73798 *00:00 Created by Independent Third Party: Yes'• • Evaluation Reports FL14569 R7 AE PER3321.odf Created by Independent Third Party: Yes 14569.5 Contours Steel, Wood Edge Opaque Door, Inswing/Outswing, w/or w/o Impact&Non- Impact Rated Glazed Sidelites, 8'-4" x 8'-0" Limits of Use — — Certification Agency Certificate Approved for use in HVHZ:Yes I FL14569 R7 C CAC 14I01]061-R1 Certificate.odf http://www.floridabuilding.org/prpr_app_dtl.aspx?param=wGEVXQwtDgnxTVRiriRcYg%21DEH W I XNZW I DOuyPOG87LWwGxpHtrgMQ%3d4/o3d[3/l/2016 3:04:27 PMI Florida Building Code Online Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 Design Pressure: +45/-45 Installation Instructions Other: FL14569 R7 II 3W072012FL to tallatlon.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3322.Ddf Created by Independent Third Party: Yes 14569.6 Contours Steel, Wood Edge Opaque Door,Outswing, w/or w/o Sidelite,8'-11"x 6'_88" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NI011O82-R1 ertificatr pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/31/2019 Design Pressure: N/A Installation Instructions Other: FL14569 R7 II S-2104 Instal lation.j2d Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3398.Wdf Created by Independent Third Party: Yes 1 14569.7 Contours Steel, Wood Edge Opaque Door, Outswing w/or w/out Sldelites, 8'-11" x 8'-0" - - --- -- _..... ............-_............... ._-...---- Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CACNI01 0 6-R1-NtO11096.01- ati IApproved for use outside HVHZ: Yes R1 Certificate.Odf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 08/31/2019 Other: Installation Instructions FL14569 R7 II S-2108-01.()d Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3832,12df Created by Independent Third Party: Yes Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::AccessibiI tv 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: • • aC 4ecY •••••• •• • •••::• securitvm FTSEwT • 1W MT •••••• •••• • ••••• •••••• •••• ••••• •• •• •••• •••••• • • • • • •••••• http://www.floridabtiiIding.org/pr,pr_app_dtl.asps?param�GEVXQwtDqusTVE iriRcYg%2fDEHWIXNZW IDOuvPOG87LWwGxpHtrgMQ%3d%3d[3/1/2016 3:04:27 PM] NOTICE OF PRODUCT CERTIFICATION _- I 1 V CE1111F��-, f F.�a►ti° rR�n Company: JELD-WEN Doors Certification No.: NI011096.01-111 Zc •� 3737 Lakeport Boulevard Certification Date: 05/07/2012 Klamath Falls, OR 97601 Expiration Date: 08/31/2019 Revision Date: 09/17/2015 Product: "Energy Saver/Contour" Opaque Wood-Edge Steel Door w/or w/o Sidelites (wood frame) FIEp PRS" r Specification: TAS 201/202/203-94 The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at ivFvw.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number& Outswing Opaque Size Pos/Neg Pressure Rated Comments XX O/S Opaque 618"x 812" +47/43 7.5 psf Ves CTLA 696Ni'A/CTLA 961w Double 10.0 psf* Max Panel Size: 3'0"x 8'0" w/Bump Face or High Dam Threshold Installation Details: S-2108-01(1-8) OXX/XXO O/S Doors-Opaque 7'6"x 892" +47/43 7.5 psf Doors-Yes CTLA 696NVA/CTLA 961W Double w/Sidelite Sidelites-G lazed 10.0 psf* Sidelite-No Max Panel Size: 3'0"x 8'0" w/Bump Face or High Dam Threshold Sidelite DLO:7"x 6'7"(1/8"Tempered Glass) Installation Details: S-2108-01(1-8 OXXO O/S Doors-Opaque 8'119'x 892" +47/43 7.5 psf Doors-Yes CTLA 696NVA/CTLA 961w Double w/Sidelites Sidelites-Glazed 10.0 psf* Sidelite-No Max Panel Size: 3'0"x 8'0" w/Bump Face or High Dam Threshold Sidelite DLO:7"x 6'7"(1/8"Tempered Glass) Installation Details: S-2108-01(1-8 • •• • • • ••• • • •• ••• • • • • •• *High Dam Threshold National•Accmditation &Management Institute, Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 • ;• :• :• Tel: (804) 684-5124/Fax: (804)684-5122 ••• ••• NAMI AUTHORIZED SIGNATURE: . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . NOTICE OF PRODUCT CERTIFICATION +�`r9c„ RF �by'` y Com an JELD-WEN Doors Certification No.: NI011096-R1 P Y �•� e�''+,�, 3737 Lakeport Boulevard Certification Date: 05/07/2012 N Klamath Falls, OR 97601 Expiration Date: 08/31/2019 R Revision Date: 09/17/2015 Product: "Energy Saver/Contour" Opaque Wood-Edge Steel Door w/or w/o Sidelites (wood frame) L Rads' r n� ✓ Specification: TAS 201/202/203-94 The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at w,.i,ii.Nanticertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number& X O/S Opaque 352"x 812" +50/-60 7.5 psf Yes CTLA 696"'A/CTLA 961W Single Max Panel Size: 3'o"x 8'0" w/Bump Face Threshold Installation Details: S-2108-01 1-8 Single Max Panel Size: 3'0"x 8'0" w/High Dam Threshold Installation Details: S-2108-01(1-8) OX/XO O/S Door-Opaque 455"x 812" +50/-60 7.5 psf Door-Yes CTLA 696%VA/CTLA 961NV Single w/Sidelite Sidelite-Glazed Max Panel Size: 3'0"x 8'0"w/Bump Face Threshold g Sidelite-No Sidelite DLO:7"x 6'7"(1/8"Tempered Glass) Installation Details: S-2108-01(1-8) OX/XO O/S Door-Opaque 415"x 8'2" +60/-60 10.0 psf Door-Yes CTLA 696wA/CTLA 961W Single w/Sidelite Sidelite-Glazed Max Panel Size: 3'0"x 8'0"w/High Dam Threshold g Sidelite-No Sidelite DLO:7"x 6'7"(1/8"Tempered Glass) Installation Details: S-2108-01(1-8 OXO O/S Door-Opaque 5'10"x 8'2" +50/-60 7.5 psf Door-Yes CTLA 696W'A/CTLA 961W Single w/Sidelites •• .•. . SideliteS-4Glaized Sidelites-No Max Panel Size: 3'0"x 8'0"w/Bump Face Threshold • • • • • • • • Sidelites DLO:7"x 67"(1/8"Tempered Glass) • • • • • • • • Installation Details: 5-2108-01(1-8) OXO •• �/� •• 'Qdbr;4agy� 5'10"x 8'2" +60/-60 10.0 psf Door-Yes CTLA 696NVA/CTLA 961VV Single w/Sidelites Sidelites-Glazed Max Panel Size: 3'0"x 8'0"w/High Dam Threshold g Sidelites-No Sidelites DLO:7"x 6'7"(1/8"Tempered Glass) Installation Details: S-2108-01(1-8) Na 'ton •Accm�l!tat-ton & 1V�Ana�ement Institute, Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 •: :• • • : :• : :• Tel: (804)684-5124/Fax: (804)684-5122 ':• : : : •:• : NAMI AUTHORIZED SIGNATURE: . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . - 74.5"MAX. O.A. FRAME WIDTH - 70.25"MAX. O.A. FRAME WIDTH JELI7ENo Steel B75"TYP. -- -- .125' 75" f ` .75'MULL 15.5"MAX. O.A. 36.625"MAX. O.A. TYP. BAR TYP. SIDELIIE FRAME WIDTH PANEL WIDTH 36"MAX. O.A. .875" 36"MAX O.A. 14'MAX. O.A. ENERGYSAVER'C0WOUR8'•0"WOOD EDGE OPAQUESTEELOUTSWING W/ASTRAGAL PANEL WIDTH y TYP. PANEL WIDTH ' I~ PANEL WIDTH o IMPACT DOOR UNITS W TH d WITHOUT SIDELITES U m O 00 GENERAL NOTES ® ® ® ® Z cc v 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING INACTIVE ACTIVE ® ® 7.125"MAX. O CODE AND HIGH VELOCITY HURRICANE ZONE "HVHZ'REQUIREMENTS. 96" i i O.A. D.L.O. ZCL ¢ C 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY i0 TRANSFER 96" 22 MAX' 22 WIDTH W CL LOADS TO THE STRUCTURE. MAX. a O.A. a 3 ¢ ir 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATON O.A. 35 PANEL 350 J Q H PANEL HEIGHT 79.125" ..! DRAWINGS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ty ^ _ DRESSING OR STUCCO. HEIGHT H MAX , M Y 4 [5. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATINGS. 975" 6 97.5" D.L.O. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR "HVHZ"ZONES. SEE MAXMAX. F G HEIGHT THE DESIGN PRESSURE CHART BELOW. O.A. 0 OA. 0 DOORS ARE IMPACT RATED AND DO NOT REQUIRE MIAMI-DADE FRAME FRAME APPROVED IMPACT RESISTANT SHUTTERS. HEIGHT 34 HEIGHT % 34 MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIREDFOR SIDELITES 42 42 SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE 21 121 z o CONFIGURATION. 0 H 0 N o 0 SINGLE OUTSWING IMPACT ozz RESIDENTIAL INSULATEOSTEEL DOOR(Common'o all frame candiiians) �' ¢o A 75` 625" A B UNIT(OXO) W/NON-IMPACT . wo¢ cn1- COMPONENT CONSTRUCTIONS: .625` SIDELITES VIEWED FROM EXTERIOR IN IMPA T NT o I Zw Face sheets: 24 ga. (0.020")minimum thickness, Galvanized Steel A-525 w�z commercial quality AKDO per ASTM 620 with averse minimum yield 37.75"MAX. O.A. M XT 1 107"MAX. O.A. FRAME WIDTH o Q tY- P 9 YI .875' .125" - .75"MULL. 15.5`MAX. O.A. ojz strength Fy(ove.)=30,627 psi. FRAME WIDTH TYP a m w_ Core design; Expandedpolystyrene with 1,0 to 1.25 Ibs. cf density, 6 BAR TYP. SIDELITE FRAME WIDTH p�o w za P / Y Y 35"MAX. O.A. 36.625"MAX. O.A. `36"MAX. O.A. 14'MAX. O.A. w o o vi JELD-WEN, INC. .875"IYP. - PANEL WIDTH o= Door Panel Construction The active and inactive panels are constructed from PANEL WIDTH ' WIASTRAGAL PANEL WIDTH I�� PANEL WIDTH r o�3 24GA. (0.020"min.)galvanized steel. The face sheet tops and bottoms Q o bent 90'over the top and bottom rails. The top LVL roil meosures 1.6 a x r- 03- o wide x 1.0"high, the steel bottom rail measures 1.67"wide x 1.21" igh, ® ® ® ® ® ® a 3 a The optional wood bottom rail measures 1.67"wide x 1.25"high, e 7.125"MAX INACTIVE ACTIVE O A D.L.O. & _> sides of the face sheet are roll formed onto the LVL latch stile o Ponderoso Pine hinge stile which measure 1.67"x 1.0". The interi cavity 22 6` % 22 % WIDTH is filled with polystyrene. The face sheets are glued to the polys rene. 96"MAX. 43 A 4 Fixed Ute Const.: The sash is constructed from 24GA. (0.020"min.) galvanized O.A. 35 P EL m steel. The edges of the face sheet are bent 90'over the polyst ene core PANEL HE HT 35 79.125" o and glued to it. The sidelite panels are routed to receive the 0 Lip Lite HEIGHT MAX, o w Frames or the optional Trinity Light Frames. (See sheet 7 for gl Ing 875• D.A. w w z details.) The lite frames are wet glazed on the interior and ext ior. 97.5" D.L.O. `� o Frame Construction: The framMAX es are constructed from Ponderosa Pi jambs MAX. G DO.AG HEIGHT 1_ z measuring 1.25'wide x 4.563'deep. The door and sidelite head mbs are O.A. FRAME s mortised and butt joined to the side jambs and attached with (3) 16G4. 2" FRAME HEIGHT o o z x 7/16"crown wire staples. The units use a high dam bump face perial HEIGHT 34 / '' s 34 threshold measuring 5.25"deep x 1.75`high or a standard bump f e 42 a2 `W-` ``W Pemko threshold measuring 4.041"deep x 1.0`�rh."JhresUold• • • • • o ono w attached to the frames with (3) 16GA. 2'x 0/16"crown Rire0stap%s. • • • • 21 21 • • • N�N N N • • ••• • + O O O O • • • • • • DOUBLE OUTSWtNG IMPACT �,v,w • • •• A f f qA B UNIT(OXXO) W/NON-IMPACT TABLE OF CONTENTS .625` .75" .625" O' SIDELITES VIEWED FROM EXTERIOR a w o [EH DESCRIPTION IN OUTSWING IMPACT a yiculM sgr,edd by iertr;i None i AL NOTES AND TYPICAL ELEVATIONS VIEWED FROM �� •'' DATE 11-15-01 ••• •TABLE 1: aea,00l.malraool�m;�a«�".".,I tr AL CROSS SECTIONS AND BIL 0 LS • • �are:mlms.nn:o:s5u<»v ? r N/ O Prepared By: scnLe: N.T.S. NTAL CROSS SECTIONS ••• • • W/BUMP FACE W/HIGH DAMl 'ONTAL CROSS SECTIONS AND WVS • • • e • • • • INFILTRATION REQUIREMENT IS NEEDED THRESHOLD THRESHOLD * r,� DwG. eY: WLN RING LOCATIONS AND DETAILS • •• • • SINGLE DOOR UNI (X, ,X0,OXO) = v STAT Y' +a' = CHK BY: RW • • W NON-I +50 psf-60 psf 60 Psf-60 psf '33 ' r 4r RING LOCATIONS AND DETAIL O 9// t�,,��n�P;' Zu DRAWING No.:X, BUILDING DROPS, fNC.G DETAILS DOUBLE DOOR UNIT(XXOXX,XXO,OXXO) +47 psf-43 psf +41 ps/-43 psf ���' ax l'•xs x ��Jz�i ��, Phone: 407-644-69575-2108-01 OMPONENTS W/WO NON-IMPACT SfOELITES , revs ceAy u�i n ydNxesre Fax: 407-644-2366 sNE¢r 1 of 8 • • • • • • • • • • • •• •• • • • •• •• CONCRETE/ 51 X10 WOOD CONCRETE/ X10 WOOD DESCRIPTION MAT RIA / MASONRY MASONRY 51 1 DOOR STEEL FACE SHEET 24GA. 0.020"MIN. STEEL 1.50" / BY OTHERS SCREWS 1.50" BY OTHERS SCREWS 2 FRAME HEAD FINGER JOINED PONDEROSA PINE WOOD MIN. ! MIN. 3 FRAME HINGE JAMB FINGER JOINTED PONDEROSA PINE WOOD MAX„ EMB. SEE NOTE 2 EMB. SEE NOTE 2 4 FRAME LATCH JAMB FINGER JOINED PONDEROSA PINE WOOD c 19 SHEET 1 AX. ` 19 SHEET 1 5 4"x 4"BUTT HINGE 12 a. BY HAGER T O 6 9 X 1"PFH WOOD SCREW HINGE TO DOOR SHIM 20 SHIM 20 7 DOOR LATCH STILE LVL V ca p ` ko 44 8 OUTSWING PEMKO BUMP FACE THRESHOLD 4.041 x I" ALUMINUM Z cc Uj M 9 WOOD DOOR BOTTOM RAIL WOOD 0O 10 COMPRESSION WEATHERSTRIP FOAM W W 11 32 11 DOOR TOP RAIL LVL 3 Y x SEE DETAIL 7�' SEE DETAIL 7/ 12 STEEL DOOR BOTTOM RAL STEEL a d ON SHEET 5 ✓ ON SHEET 5 13 DOOR HINGE STILE WOOD 31 mac^-> Ya 17 EE NOTE 6 ON 29 is 10 x 1 3 4"PFH WOOD SCREW STEEL SHT. 4 SEE NOTE 3 0 15 LOCK BLOCK LVL 10 SHT. 4 16 .3116" ITW TAPCON ANCHOR W1 1 114"MIN. EMBED, STEEL 17 EXPANDED POLYSTYRENE 1.0 to 1.25 Ib. cf DENSITY BY JELD-WEN FOAM 1.75"MIN 1.75"MIN. 18 HIGH DAM BUMP THRESHOLD BY IMPERIAL ALUMINUM PANEL THK PANEL THK. 36 19 2x WOOD SUB BUCK WOOD 20 SHIM 0.25"MAX. THK. HIGH DENSITY PLASTIC OR GREATER 17 21 KWIKSE7 400 SERIES KNOB STEEL v SEE NOTE 2 ON 23 22 KWIKSE7 700 SERIES DE4DBOL7 NOT SHOWN STEEL z o 97.5" 96.0" SHL 4 38 23 8 x 1 1 2"PLASCREW ODL LITE FRAME STEEL N IN7ERI R EXTERIOR L-�o z MAX. MAX. 37 24 8 x 2'PFH WOOD SCREW STEEL o=x O.A. D.A. 25 8 x 2 112*PFH WOOD SCREW STEEL ww FRAME1 PANEL 0.125"MIN. 26 10 x 1'PFH WOOD SCREW STEEL HEIGHT „+.� HEIGHT GLASS THK. 27 110 x 2'PFH WOOD SCREW STEEL 7 7 28 MULLION CAP WOOD w i z o INT RIOR XE TERIOR 29 SILICONE CAULK CR LAWRENCE 33 C SILICONE oaz > u 10 97.5" 96.0" 30 GLAZING COMPOUND QSD BY ODL SILICONE a-- m am Oar: U MAX. FOR OPTIONAL MAX. 31 BRAD TRIM NAIL 16GA. x 314"LONG STEEL o N v-z O.A. 32 3 8"QUARTER ROUND SIDELITE STOP WOOD o 3/16"17W 33 O.A. 1/2"& 1"I.G. 16 �. PANEL 33 CORNER BLOCKS FOR STEEL DOOR BOTTOM RAIL MOF TAPCON FRAME SEE SHEET#7 v� HEIGHT HEIGHT 34 SCHLAGE KNOB SET F51 STEEL o 18 12 35 SCHLAGE DEADBOLi 18360 NOT SHOWN STEEL 0 9 36 SIDELITE STEEL FACE SHEET 24GA, 0.020"MIN, STEEL) STEEL o 3 a SEE NOTE 2 ON 37 118-TEMPERED GLASS BY PPG GLASS ` 5 3 m —� SHT. 4 23 38 ODL LITE FRAME SG HP POLYPROP. iHERMOFIl-P6-30FM0391 POLYPROP. 39 PRESSURE TREATED MULLION BAR (314" x 4 9/15 x 97 112') P.T. WOOD .625" 40 ALUMINUM EXTRUDED ASTRAGAL BY IMPERIAL ALUMINUM } 38 41 ASTRAGAL STRIKE PLATE BY IMPERIAL STEEL o N w 125 1.75" 2.5"MIN. CONCRETE/ 42 YALE KNOB HERITAGE SERIES STEEL MIN. MIN. EDGE DIST. MASONRY 36 43 YALE OEADBOLT HERITAGE SERIES NOT SHOWN STEEL w w y EMB. y BY OTHERS _ EE NOTE 6 ON 17 44 SIDELITE FRAME HEAD, SILL AND JAMBS (FINGER JOINTED PONDEROSA PINE) WOOD VERTICAL CROSS SECTION 29 w w 4 SHL 4 45 LITE FRAME BY TRINITY FOR 1 2"I.G.U. POLYPROP. � WITH HIGH DAM THRESHOLD 32112- �o o o 46 INSULATED TEMPERED GLASS BY TRINITY AMPAC GLASS ?m 3/16" I7W 16 47 LITE FRAME BY TRINITY FOR 1'CLASS POLYPROP. o o TAPCON 48 1'INSULATED TEMPERED GLASS BY TRINITY AMPAC GLASS �w 3/16"ITW •• ••• • • • • •• SEE o o z TAPCON 16 • • • • • • SEE QETAIL 7 NOTE 3 49 LITE FRAME SCREW 6 x 1 1 2"LONG PANHEAD BY TRINITY STEEL $g o • • •• • • �NS EET 5 50 GLAZING COMPOUND DOW 1199 SILICONE ON SHT. 4 0 0 0 0 8}`` • •• • • • • • L 51 10 WOOD INSTALLATION SCREW W 1.50"MIN. EMBEDMENT STEEL • • • • • • ,•�• _\\ 31 52 DOOR LATCH STRIKE PLATE STEEL o o°D =a •• ••• +•• • 'l'7' - 53 DOOR LATCH DEAD BOLT STRIKE PLATE STEEL c o •, ••• �5" ••• } ••• •i• /-7/ 7 DATE: 11-15-01 1 „ r ;OPreparedSCALE: N.T.S. 1.25” ••0 • 1.25" • • 1.75" 2.5MIN. CONCRETE/ * *r DWG. BY: WLN 2.5"MIN. CWVCOET • M� • •� MASONRY MIN. EDGE DIST�I • MASONRY• •• • • •• MIN. ~EDGE DIST. BY OTHERS " STA"� T - ® CHK.BY: RW • • • EMB. • • A '•,; W 2 EMB. BY OTHA : O 9 P;' k/ DRAWING NO.- BUILDING VERTICAL CROSS SECTION �� , 4 37 N��� BUILDING DROPS, INC. S-2108-01 VERTICAL CROSS SECTION � AT SIDELITE SASH r, R� ` Phone:407-644-6957 WITH STANDARD BUMP FACE THRESHOLD repo cE qT u n yia�z9578 Fax: 407-644-2366 SHEET _L OF_8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE NOTE 2 19 20 4 52 7 1 15SEE NOTE 2 SHEET 1 21 42 34 13 6 5 6 3 20 19 SHEET I SEE NOTE 7 0 SEE NOTE 4 27 ON SHT. 4 CO rn ON SHT 4 25 EXT RIOR EXTERIOR C) m o Z cc ° 1.75"MIN. Q ° Z a Q PANEL THK. W W � aD / ° 3 a v ° tn wax as ° \ fNi RIOR INTERIOR zoo �\ �1 10 10 51 ° 4. 1 17 17 SEE DETAIL 5 SEE DETAIL 5 / °° CONCRETE/ o" ON SHEET 5 MASONRY w o n ON SHEET 5 n BY OTHERS W (n JO I a ©HORIZONTAL CROSS SECTION LD1 HORIZONTAL CROSS SECTION o >oo zw 0.25"MAX. oaz ov LATCH JAMB TO BUCK 0.25" MAX. a v HINGE JAMB TO BUCK o m } 1.50" MIN. SHIM SHIM c' CONCRETE/ o J EMBED. 1,50"MIN. oo= o o EMBED. — ¢ MASONRY BY OTHERS � nQ SEE NOTE 1 o26 < ON SHT. 4 40 3 ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) a a 17 1 7 40 52 7 1 15 21 42 34 X RIOR 0.31"DIA x 9.0"LG. AT TOP & BOTTOM INA TIV EXTERIOR m ACTI o 0 O O W N N SEE NOTE 26 W= z 0 1 SHT. 4 INTERIOR o o m oo�ow 10 1.75"MIN •• ••• • • • • DETAIL 1 �R S Q • • • • • • • ASTRAGAL TO STILE ATTACHMENT ^N N N O O O O PANEL THK • • •• • • • NOTE: ITEM 24 NOT SHOWN THIS a u • •• • • • oo---a • • • • �• �• • VIEW FOR C1A�1�'uui2il,� •• ••• •• • • •• INTERIOR ���, ES F. � ���i in c n N.- SEE NOTE 4 24 1E DETAIL o^'E° i t-15-Oi \G Ao . 1 17 \ ^ Prepared By: SCALE: N.T.S. aN SHT•♦ • ••• • N 78 • • • ••• • • • v T,AT, = I;l 1 WLN CHK.BY: RW •• • • • • • • • • t""I • •• H�RIZONTR CROS$•SECTION �O 9TH A; �� DRAWING NO: •• • 'H IMPERIAL•ASTR GAS L % ° ����� BUILDING DROPS, INC. S-2108-01 rr�ryr.I ¢K�. °�y� Phone: 407-644-6957 RPE CE Af V An yd`29578 Fax: 407-644-2366 SHEET ,j OF 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 37 SEE NOTE 4 24 44 28 31 4 52 7 1 15 21 42345 6 5 6 3 28 31 44 14 SEE NOTE 7 ON SHT. 4 ON SHT. 4 32 EXTERIOR 36 17 38 o' rn SEE ON SOTE 3 RT. 4 31 EXTERIOR m � •- 1.75"MIN. V O PANEL THK. Z c M O 3 WZ CL CO Yuao - 3 z Lu \ INTERIOR \ FOR OPTIONAL INTERIOR SEE SHEET#7 36 /� 1 10 7 \\ SEE NOTE 2 23 /� \\ 10 SEE NOTE 5 25 / \\ ON SHT. 4 N SEE NOTE 6 29 ��� \\\ 25O ES 745 1 17 17 1 ON SHT. 4 j/� \\\ 29 SEE NOTE 6 ON SHT. 4 ON SHT. 4vj-/12lfNSEE DETAIL 5 SEE DETAIL 5 o x W 0.75" ON SHEET 5 ON SHEET 5 FOR OPTIONAL o v 39 39 0.75" 1/2"& 1"1.G. Wa,� �� NF1 HORIZONTAL CROSS SECTION 1\ HORIZONTAL CROSS SECTION SEE SHEET#7 Woo �Q AT SIDELITE TO LATCH JAMB AT SIDELITE TO HINGE JAMB oaz z 110 WOOD moo w o 51 SCREWS 3 NOTES: CONCRETE/ SEE NOTE 2 SEE NOTE 3 1. SPACING FOR ITEM #26 THE #10 x 1"PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL 70 THE INACTIVE DOOR IS FROM MASONRY 19 1 SHEET 1 3ON SHT. 4 37 AS FOLLOWS: M THE TOP DOWN & THE BOTTOM UP; 1.0", 2.5", 4.0", 5.5", 13.0", 18.0"& 26.0'. BY OTHERS a 3 g a 2. SPACING FOR ITEM 123 THE 18 x 1 1/2"PLASCREW IS AS FOLLOWS: 20 4 0.13"MIN. FOR OPTIONAL TOP & BOTTOM. HORIZONTALLY, SIDELITE PANEL; 3.0"IN FROM EACH CORNER. 32 36 38 GLASS THK. 1/2"& 1"I.G. 5 3 a m ON THE SIDES, VERTICALLY, FOR THE SIDELITE PANELS 3.0", 13.5", 24.5, 36.0", 46.0, 57.5", 68.5"& 79.0". SEE SHEET#7 3. SPACING FOR ITEM 131 THE 16GA x 3/4" BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDELITE AND THE MULLION CAP TO THE MULLION BAR VERTICALLY, IS AS FOLLOWS: TOP & BOTTOM HORIZONTALLY: 1.25"IN \ a o FROM EACH CORNER WITH (1) NAIL MID-SPAN. ° \ EXTERIOR N N ON THE SIDES VERTICALLY: 1.25"FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. ° 4. WHEN ATTACHING THE STRIKE PLATE 70 THE JAMB AND BUCK USE ITEM 125, A #8 x 2 1/2"PFH WOOD SCREW. Z WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 124, A #8 x 2" } g PFH WOOD SCREW. \ INTERIOR z m 5. SPACING FOR ITEM 125 THE 18 x 2 1/2"PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, o o IS AS FOLLOWS: 6.0"FROM EACH VERTICAL CORNER WITH (5) MORE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SIDELITE PANEL IS SECURED INTO THE SIDELITE JAMB W/ITEM 129 SILICONE CAULK ON THREE SIDES AND °a \ 0 0 o w 3/8"QUARTER ROUNDS SECURED WITH ITIFIN #31•10RADDTRM NABS x 46 LONt0 SEE NOTE 2 23 7. WHEN ATTACHING THE HINGE TO THE JA:B AND BU0< I%:E4 14, 41:P 42"PFH SCREW. WHEN ATTACHING / ON SHL 4 0 0 0 0 (Hl HORIZONTAL CROSS SECTION q u w THE HINGE TO THE JAMB AND SIDELITE JAMB A7 THE MULLION f1SE•ITE1dd,�t"4, A0#10 x 1 3/4"PFH WOOD SCREW. ° \�\ SEE NOTE 6 `� �u�16 ��7E TO BUCK o 8. SPACING FOR ITEM #49 THE 16 x 1 1/.9;PAN(Fjj SCS"(llfjT�I.:E4OAS AS FOLLOWS: °° \ 29 ON SHL 4 ����� ES F.NO,��ii SIDELITE LITEFRAME FROM THE TOP DOWN VERTICALLY 5.63", 14.5', 23.25", 32.06", 41", 49.75", 58.56", 67.38"& .� DATE: 11-15-01 76.31 > SEE DETAIL 5 P Prepared B SC&E: SIDELITE LITEFRAME TOP& BOTTOM FROM THE LEFT; 3.13"& 6.88 ••• ••• ON SHEET 5 N y7$l'.� S P Y N.T.S. 9. USE ITEM #51 WHEN INSTALLING INTO,NVD S TRATE:T HEAL?g JAMBS. U! ITEM#25 WHEN INSTALLING INTO ° ° =* / : * = awa WLN 0.25"MAX. MULLIONS. USE ITEM#16 WHEN IN6TACLING ONTO CONSfLTC/MA�UNRY SU�SIRATE AI SIDELITE SILLS. - = � 6iT�S•£ F � = Q CHK.BY: RW •• • • • • • • SHIM • •• • •• *06 •• 1.50"MIN. '�O 9 P:' <u�' ;DR-AW�lNr• e � BUILDING DROPS, INC.EMBED. 11'�� °yPhone: 407-644-6957 01n � t9578 Fax: 407-644-2366 E 8 0:0 •• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 74.50"MAX. O.A. FRAME WIDTH 70.25" MAX. O.A. FRAME WIDTH SEE DETAIL 2 f ON THIS SHT. SEE DETAIL 4 4.50" TYP.- 9.00"TYP. ON THIS SHT. I, � pp oc ISL 9.00" TYP. 3.00" TY . jl 6.58" 00" TYP 0 o 1.00,_ 12.50" Z p� vS 3.00" Tye. 3.00" TYP. 11P. �� -3.00" TYP. TMP If I SEE DETAIL 4 Z a Q { ON THIS SHT. 6.00" TYP I II III I 1 III II I 8 125" 3 W U-1 6.00" TY _I I III 1 I I I I_ 8.125" - - - r� p kn s1 si 1 � MYa �- TYP. - - TYP. TYP. 6 SEE N07E 5 25.94" 6 25.94" SPACES ON SHEET 4 SPACES _ @ 14.25' ® 14.25" _ SEE DETAIL 6 - - - - SEE DETAIL 5 } �ON THIS SHT. f 97.50" ` ON THIS SHT. I 97'50" - 25 / MAX. TYP. 24.00" 3 w MAX. 24.00" O.A. E - O.A. - - FRAME 12.00"/ ` I H�Hr 112.00" ! o v n HEIGHT 1 1 i _ - - - - tK 26.00" Z z = 26.00" o r� �¢ _ 36.625" 16 o N 36.63" _ 0 3 a TYP. II TYP. mv a s o 0 1 I I i t 1 1 0,�3 a -3.00 TYP. 3.00" TYP-1 I- I I -3.00" TYP. g 3 m TYP." ~� I-7.00" TYP.I I i TYP. .15' 3.00"TYP-{ I -� -x.00"TYP. U 11 w� 15"MIN. 0 0 h T C-SINK. D o w SEE DETAIL 3 ' ;E a� o ON THIS SHE / t�� o E SINGLE DOOR WITH SIDELITES ANCHOR LOCATIONS �N DOUBLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR ( o o Z o VIEWED FROM INTERIOR 16 5125 aoQW� 25 16 53 53 SEE NOTE 10 •• ••• • • • • • 1 27 SEE NOTE ON SHEET 4 • �\ • • • • • • • N N N N • • •• • • • • 7 SHEET 4 0 0 0 0 41 DETAIL 7 o�•• ••• ••• : •� I `���ES'F��O/ep,UNTERSINK FOR INSTALLATION ANCHORS o o 6 •• • 6 12" 24 12 I 24 25 :� ''�G +N :. Q DATE: 11-15-01 \ O o 41 • •• •• SEE NOTE �: T j l 7 'O Prepared By: scA e: N.T.S. •� • • • • ! / / 4 SHEET 4 - k z j _ DWG- sr: WLN •• • • • • • • • = o TRTr, F r = CHK.e: RW • •• • •• • • •• 52 52 "�O 9 {nS�;' �u DRAWING No.: DETAIL 2 - ® HEAD JAMB DETAIL•S - ®THRESHOLD • • AI 4 • DETAIL 5 DETAIL 6 %i T D4.�.N i{']Q�l���1� BUILDING DROPS, INC. 5-2108-01 �]7�{Y. lE1Y PAK J4iB ` Phone: 407-644-6957 ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGES 70 JAMB & DOOR STRIKE PLATES TO ASTRAGAL STRIKE PLATES TO JAMB fBPE aCry�t� u HW�An �N:esTe Fax: 407-644-2366 SHEET5 of 8 0:0•• • • • • 0:9•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 107.00"MAX. O.A. FRAME WIDTH -{ 37.75" MAX. O.A. Q �' FRAME WIDTH Ci p SEE DETAIL 2 ? cr M ON SHEET 5 Ix 4.50"T TP iz 15.42" TYP. SEE DETAIL 4 3 Y 3.00"tt. 00"TYP. 15.42"TYP. ON SHEET 5 L] Q .00" TYP- I I --6.00" TYP. 00 ul TYP .00" I-4 f-I --3.00" TYP. j tTYP I~ L SEE DETAIL 4 M Y a 6.00" TYP. I I III 1 I III III I I ill I I 8.125 6.00" TYP. 6.00"TYP. 8.125" ON SHEET 5 - - - _ " 6 - - TYP. TYP. - 25.94" 6 7 TYP. 25.94" SPACES - - P5 SEE NOTE 5 SPACES SPACES �= w ® 14.25" ` ® 12.21" - - 3� ON SHEET 4 ® 14.25" o o n o 97.50" SEE DETAIL 5 ON SHEET 5 97.50" SEE DETAIL 6 - - i w�¢ w- n MAX. _ 24.00" MAX. ON SHEET 5 ,-� o O.A. - - -r— - O.A. 24.00" woz �o FRAME , 25 FRAME ` '0 CL z r HEIGHT 12.00 I l HEIGHT 12.00" I I - - a�- m Cl OCC=1 m U UO~ aN� 26.00" 26.00" oQa= 36.625" n,P 36.625" - 16 - I D 3 3 a - - - - - TYP. - L s m 11 1 1 1 1 I I I I 3.00"TYP--1 ITY ,� I (� 3.00"1 x TY �-} I 3,00"TYP. 00 (8.58 p 3.00" . ---7.00" TYP. 7.00" YP- TYP. TYP. W ti o 2 ����__�� o � �- BI o •• ••• • • • • • SE CHEDETAIL 53 SINGLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS 04 • • • • • • • • • VIEWED FROM INTERIOR N ••••• BLE OOORHD61 LTEANCHOR LOCATIONS •w0EFR • B •OR ••• •• • • •• S FF. O.No ♦♦\\ r jI/i n !V \• � :,,Q DAZE: 11-15-01 • ••• • ••• ••• ••• N / 7 �- Prepared By: SCALE: N.T.S. • • • ••• • • • _ _ owc. BY: WLN •• • • • • • • • • = o TRT, Q _ ® cHK.e: RW •• • • • • • i p•••1q A.' DRAWING NO.: cD 7 BUILDING DROPS, INC. oA V.•c..w•��n7i�j♦ ♦� 5-2108-01 iit��r K'�]P18 � ♦ Phone: 407-644-6957 F8PE CE ,p/1f V AT \29518 Fax: 407-644-2366 SHEET _6 OF 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 50 30 0 LO n 37 � m EXTERIOR 30 0.13"MIN. Lj m O TEMP. GLASS Z M THICKNESS --r N ui 00 Y = D '� QH ul e a 50 INTERIORGLASS .5"~BITE 50 PCS. 30 50 46 50 30 38 23 SEE NOTE 2 ON SHL 4 z o EXTERIOR 38 GLAZING DETAIL ODL LITE FRAME 0.50"MIN. 0.125" TEMP, 0.25"AIR o x SINGLE PANE 1/8" TEMPERED GLASS GLASS THK. GLASS SPACE o a HP POLYPROPYLENE THERMOFIL-P6-30FM0391 I w z 1 �OL J 0.125"TEMP. 0 o o w .25"x .50" GLASS o 0 3 Q INTERIOR INTERCEPT 5" GLASS STEEL SPACER oQ 30 TYP. 8 BITE a 3 a 3 PLCS. SEE NOTE 8 50 50 48 50 45 49 ON SHT. 4 50 S m m W EXTERIOR 0.125" TEMP. 48 GLAZING DETAIL TRINITY LITE FRAME 0 GLASS 112-INSULATED TEMPERED GLASS LUPOY EU-5007 o 1.00"MIN. W GLASS THK. 0.75"AIR SPACE 0 W 0.125" TEMP. o INTERIOR • ••• • P5" .506 MTERCEPT GLASS • 5., (�ASj•• i • QEEC S4CER o 0 0 0 •BITE• • • • ••• • M t 50 47 49 GEi NOW45* •• 5 • • •• ``�����S F rrrrrrr��i o=a o ON SHT. 4 ` P G DAtE: 11-15-01 • •• 0 Prepared By: SCALE: N.T.S. ••• •••• • •••• •••• •• _* N DWG. BY: WLN GOZING•DETAIL TBINITO ITE•FRAME • • (4:D7*•t"IN16ATEI TE�iIPIED S � • = o T�� CHK.BY: RW •• •LUPOY EU-5607 • •• C• 0 4/ A; ruw DRAWING Na.: '<`ertwFr w BUILDING DROPS, INC. iif' 'AMy�. �i�`�� Phone:407-644-6957 5-2108-01 E ee pry' u n �iJ�xes�e Fax: 407-644-2366 SHEET 7 OF 8 ••• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • - 1.67' - 1.67" I- 1.67" 4.56" �-- 1.67" -I -'llf --- 2.19" i/ ° 1.00" 1.00" } / // / /// 0.75" 1.00 1.25" /j///j/ 1.25" // // /I Q o L T // 0.50" Ind } a m I Umon O9 WOOD BOTTOM RAIL 13 WOOD HINGE STILE O7 LVL LATCH STILE 11 LVL TOP RAIL 2 3 WOOD JAMB ? oC M FINGER JOINTED CL 4 44 PONDEROSA PINE LZii Y 5 x 0 J Q to -I I 0.51" -{ 1.01" - -I I- 0.13" W Q T - 1.67' II MYa } 1.65" -+ + I 0.53 . 1.5ii 41.21 0. " 050 " - 1.54" 1.5 9" 0.831 0.14" 1.75" 1.75- 0.513 - I .75" 2.52 2.52 - - 62"�I zoo 3- w �roo O12 DOOR BOTTOM RAIL 33 CORNER BLOCK FOR 10 COMPRESSION WEATHERSRTIP X11/2"I.G. TRINITY LITE FRAME (w,\I"LG. TRINITY LITE FRAME 8 1 8"S.G. ODL LITE FRAME oz ti 24GA (.020") STEEL O STEEL BOTTOM RAIL O SCHLEGEL Q-LON QDS 650 POLYPROP. \J POLYPROP. POLYPROP. w of ¢ w MDF x 3.0"LONG TRINITY PLASTIC LITE KIT MATERIAL TRINITY PLASTIC LITE KIT MATERIAL ODL PLASTIC LITE KIT MATERIAL y a - 1.50° - APPROVED UNDER NOA X07-0828.01 APPROVED UNDER NOA X07-0828.01 APPROVED UNDER NOA X10-1209.01 wiz p 1.25° ® 0.38" �o= � 0.62" i ® 0.38={ q 1 1 3/8"QUARTER ROUND 3 1'75" 1.05" 32 SIDELITE STOP o ¢� 1.75" 2.50" I PINE 2.04" O O 3 3 a ASTRAGAL HAS TWO .312" 0 ! a a DIA. x 9"LONG BOLTS; I5 > 1 ON TOP, 1 ON BOTTOM ® 3.25" -}-- 2.00" 1.38" -I m -I I- 5.25" 1.02" } 0.10"-II- m 4.00" OASTRAGAL (IMPERIAL) O ASTRAGAL STRIKE PLATE OUTSWING HIGH DAM BUMP FACE THRESHOLD MULLION CAP HAGER STEEL BUTT HINGE o 40 6063-T6 ALUMINUM 41 (IMPERIAL 0.125"STEEL) 18 0.051" THK. WALL ALUMINUM - BY IMPERIAL 28 PINE (97.50"LONG) O 4"x 4'x .097"THK. STEEL ti WITH WOOD INSERT 4 zo W 18° \��\\ 0.58" 1.00" ow DIA. VARIES WITH f •• ••• • • •HAREWARJ USF6Q o • • • • • • • • 4.04" • •• • • • ••• • M `n a0 h h • • • • • • • • • OU7SWfNG STANDAR UMP FACE THRESHOLD o o.--- •• ••• •• • • • •• O f$Vfill. ALgyI UM - BY PEMKO `n H=H o 0 4.00" ��` �V60 Qy fZTi v �� _N T� �G .; p i DATE: 11-15-01 • ••• • ••• ••• ••• 7 r'•O Prepared 8y: scuE: N.T.S. • •• -*z' * = DWG. BY: WLN •• • • :0: • • • • = o �TATt cY = ® CHK.BY: RW •• • • • • • �O•••• DRAWING NO.: WOOD LOCK BLOCK � Rt� IV' ,'Z ��; BUILDING DROPS, INC. 15 LVL x 1.71" THK. 2/ 1DAppKs AK•�R�1JY�� Phone: 407-644-6957 5-2108-01 mn zi.t U 1 n]]55ii88 ``2-9518 Fax: 407-644-2366 SHEET 8 OF 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • 398 East Dania Beach Blvd. //CAA\\ BUILDING DROPS Suite 338 A Perfect Solution in Every Drop Dania Beach, FL 33004 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Contours Steel, Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites for Florida Product Approval Report No. 3832 Current Florida Building Code Method: 1 — A (Certification) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies Product: Contours Steel, Wood Edge Opaque Steel Outs wing Door w/or w/o Sidelites Material: Steel/Wood Product Dimensions: 107"X 97.50"(Maximum) • Prepared For: •• •• • ...... . .. ...... EL )-WEN, inc. see• 7 7 Lakeport Bled. •••••. :...% 0 • Klantath Falls, OR. 97601 •••• • 0*000 Prepared by: �.` ,.•••"• F '. • .'v� �p.1,. Hermes F. Norero, P.E. . ;. •• 0 ' Florida Professional Engineer#73778 ••0 : '• 7 _.040.9 0*1 Date: 06/29/2015 i T Contents: 44/ Evaluation Report Pages 1 —4 D,n OP;�•• Installation Details Pages 5 FS,••• "'• ? /ON AU E?�� Digitally signed by Hermes F Norero,P.E. Hermesr�!1Jklt�r V P.E. Reason: I am approving this document Florida No. 73778 Date:2015.06.30 15:20:12-04'00' BUILDING DROPS 015 A Perfect Solution in Every Drop Date: 0 Report No:o: 38 38322 Certificate of Authorization:29578 Manufacturer: JELD-WEN, inc. Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Contours Steel,Wood Edge Opaque Steel Outswing Door w/or w/o Sidelites 107"X 97.50" (Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E.(FL#73778)for JELD-WEN,inc. based on Method 1a of the State of Florida Product Approval, Department of Business and Professional Regulation-Florida Building Commission. Hermes F. 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 current Florida Building Code. See Installation Instructions S-2108-01,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters. Limits of Use: 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 be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the current Florida Building Code and does not require an impar;,rVsWant covering on outswing doors. 4. Non-Impact sidelites do require an impact resistant covering when used in areas requiring •• 000000 0 0 0000.. wind borne debris protection to comply with Chapter 16 of the cujGe.rltElorida Building Code. 5. Site conditions that deviate from the details of drawing S-2108-01 Necore furtiler . 0000.. engineering analysis by a licensed engineer or registered architect..... 00;00• 6. See Installation Instructions 5-2108-01 for size and design pressurMAntions. ."' 0000' 0000.. 0000.. .. 0000 Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 BUILDING DROPS Date: 0 A Perfect Solution in Every Drop Report No:o: 38 38322 Certificate of Authorization:29578 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and State Ruling 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 Certified Testing Laboratory, Inc. (FBC Organization# TST1577) Report#: CTLA696WA, Report Date: 10/29/2001 Report#:CTLA961W, Report Date: 10/23/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#:QUA 1789) 3. Material Testing for'Dylite' EPS Core performed by Intertek ETL Semko: ASTM E 84-05 Report#: 3113726SAT-001 Date:02/05/07 Equivalence of Test Standard(s): The following test standards have been evaluated for differences in test methodology, if any, between the edition(s) of the test standard(s) listed below and those edition(s) referenced in the current Florida Building Code.The manufacturer has tested their products to the following test standard edition(s): 1) ASTM E84-05 Chapter 35 of the current Florida Building Code references the following editions iriji;boveme,tioned : test standards: „., .**so .... . ..... 1) ASTM E84-09 ...... .... ..... .• .. .... ....•. After review of the above mentioned referenced standards and editions,it has be;M'Fpdrd that nd'significant to technical changes have been made to the test standards that would affect the results.A11 refereed. :0 standards have been found to be equivalent.All materials test results meet minirrmY aTepuirem� Uts of the :0.0-o current FBC, including HVHZ provisions. `„• ; Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 5 BUILDING DROPS Date: 0 A Perfect Solution in Every Drop Report No:o: 38 38322 Certificate of Authorization:29578 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by(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(S-2108-01)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure XX,OXX,XXO,OXXO X, XO,XO,OX =Threshold ace Positive 47 PSF* osi e bu PSF Negative 43 PSF Negative 60 PSF Positive 47 PSF* Positive Threshold Negative 43 PSF Negative 60 PSF *Units meet water infiltration requirements corresponding to noted design pressures. • ..•• • ..... .. •. ...• .•..•. . . • • .•••.. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 5 BUILDING DROPS Date: 06/29/2015 A Perfect Solution in Every Drop Report No: 3832 Certificate of Authorization:29578 Installation Method JELD-WEN, inc. Contours Steel, Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites Z, 0 21 it 00 Pr, Ili P— ilp 4 10'T1, iT'"ilf 5.4,7`TYP 00 Y- T" -0, J 00"i" ryn X 3.rac. TYP ........ --A I 11 III I I III fit I I I I I' IV' EGO"Tyl. SPA=306 PACES 000000 00 @ 0 a *00:66 0 : :6 *600:0 000000 0 • 06000• 0 0 0 0 :62 .0:0 6666 • 00:0*Ij 0 ••000• 000 •6.6•0 0::0 0 0 • 00 so 0000 *00 0 00000 : 0 0 0 0 000000 ji—i L i I IIS, I I -:1... 0 1 x 00 0 0 11= 000000 3.,0-T-P 00 �0"TIP 0 0 0 0 0 3X T., I L �300*�p 7M, Ty". .00 TYP Hermes F. Norero, P.E. Florida No. 73778 Page of