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WS-16-3078
Project Address 47 NW 100 Terrace Miami Shores, FL 33150 - Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Permit NO. WS -11-16-3078 Permit Type: Windows/Shutters Work Classification: Door Replacement Pennit Status: APPROVED Issue Date: 11128/2016 Expiration: 05/27/2017 Parcel Number 1131010180310 Block: Lot: Applicant MARY BOBB Owner Information Address Phone CeII MARY BOBB 47 NW 100 Terrace MIAMI SHORES FL 33150-1207 (305)751-1929 Contractor(s) J&G CARPENTRY INC Phone (561)333-5042 CeII Phone Valuation: Total Sq Feet: $ 2,176.05 0 Type of Work: CHANGE OUT 1 DOOR NO SIZE CHANGE No of Openings: 1 Additional Info: CHANGE OUT 1 DOOR NO SIZE CHANGE Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total:17-1 Amount $1.80 $2.00 $2.00 $0.60 $110.00 $9.00 $2.40 $127.80 13 r Pay Date Pay Type Invoice # WS -11-16-62022 11/28/2016 Check #: 23656 11/09/2016 Check #: 23582 Amt Paid Amt Due $ 77.80 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this perm/, I pertaining thereto and in strict conformity with the accepting ;this per ' -s . ' e r- .. sibility f required for E TRICAL OWN con Bui November 28, 2016 er o pe oe the work covered hereunder in compliance with all ordinances and regulations , drawings, statemis or specifications submitted to the proper authorities of Miami Shores Village. In work done by either myself, my agent, servants, or employes. I understand that separate permits are CAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. regoing information is accurate and that all work will be done in compliance with all applicable laws regulating orize the above-named contractor to do the work stated. / Applicant / Contractor / Agent ment Copy November 28, 2016 Date 1 'S4 (NEs APPS ) g\k‘c) eY(C'12P BUILDING PERMIT 21(JILDING ❑ ELECTRIC Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 0,-/� INSPECTION LINE PHONE NUMBER: (305) 762-4949 S 1 /tel FBC 20 1 1-1 Master Permit No. KS /(D - 3 0 ¥ 8 Sub Permit No. E ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL El PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: LI % 'JO 1 0 0 l QJi (QQ `Q-. City: Miami Shores County: Folio/Parcel#: 11. S101- ©l Tr- 0 3 1 0 Occupancy Type: ❑ CANCELLATION ❑ SHOP DRAWINGS Miami Dade Zip: 531 S C� Is the Building Historically Designated: Yes NO Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): f\ 3d +D�1 Phone#: 30S Serol,$ • 11 ag Address: Lin. K.%) In TSP t` v City: 'N•‘c1yvi . otic u - e S State: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: G C C .trE) Ttv Phone#: Zip: 3 31 S0• /�O� Address: \\ 'jCt Ttk tv City: t1..)e--N- 1/4cDCz� f T QCz O i \ State: f Zip: '3'3 `"ii / a Qualifier Name: t.J�.t .irY\ € S.`` J'1; Phone#: j7,t -,''S-5—, h'°N`— 0 0 C3 a.::)-.\- 1 Certificate of Competency #. DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 2 1 -2 (n _ c) S State Certification or Registration #: Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration U New /c❑ Repair/Replace ❑ Demolition Description of Work: c OC.-! i7 c -,i /U s 0_14 QCjvt io Specify color of color thru tile: I //., Submittal Fee $ 50 • M Permit Fee $ 1(0 ' W Scanning Fee $ • W Radon Fee $ 2 • C CCF$ 1 DBPR $ 2 . ' c Technology Fee $ 2 • (+a Training/Education Fee $ rj• GO Structural Reviews $ r (Revised02/24/2014) CO/CC $ SCJ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE . �) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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. Signature ,(9) OWNEt. r AGENT ignature CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this g'h:=-1✓e rte day of Na �%� , 20 %6' , by -2 day of 0 V • , 20 /% , by nef(zy D-e/7q AI �,� , who is personally know . )C? VVj ,f )• , who is personally y=to me or who has produced R. --,D72.% UQK Lt CP,IJP as me or who has produced as • � ooSs� y✓1 6 �s''a identification and o did take an oath. NOTARY PUBLIC: identification and who did take an oath. NOTARY PUBLIC: Sign- Sig Print: Seal: ras. P�e�,c A G OUNG * MY COMMISSION # FF 951069 • EXPIRES: April 12. 2020 jeoF F,,p Bonded Thru Budget Notary Services ************•************** ***************************************************************1************** "�*-�'Examiner Zoning BY I Plans • Print' e/%/9709/11062-- /`'CC -;'J Seal: 41:j t EMMANUEL REGIS ;�: MY COMMISSION 1 EE 877007 '-% EXPIRES: April 14, 2017 F d � rW Bonded Thru Notary Pudic Underwriters 0 (Revised02/24/2014) • Structural Review Clerk Miami Shores Viipage 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 (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: v Date Print Name 30" X 80" I WS tVY502S Miami Shores Villa ge APPROVED BY I I I DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS REPLACE DOOR IN 1 OPENING ONLY. EW DOOR TO BE IMPACT RESISTANT- URRICANE SHUTTERS NOT REQUIRED. RECET OV 2016 BY OPENING NO. WDTH. HGT. SQ. FTG. WIND ZONE OPENING PRESSURES POS. NEG. PRODUCT APPROVAL (N.O.A. #) DESIGN PRESSURES POS. NEG. COMMENTS 1 I 30 80 16.67 5 39.0 I -51.5 FL14569.1 60.0 1 -60.0 KITCHEN - 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 1/4" TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. .• ••• • • • • . .. •SEE WIND LOAD CHART ON NEXT PAGE FOR SPECTFJC ORE:Nlplt;Pf:ESSUCS. • DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SIIE6IFid OPEIJINIIREKSIgURES MEAN ROOF HEIGHT 13 FT 2 • Ili.. •• • ••• ••• • • • • • . • • • • • •• • • • • BOBB RESIDENCE 47 N.W. 100TH TERRACE MIAMI SHORES, FLORIDA : •• .• .•• . . . • . • . • • . •• • • . • • • •. •• • ••. • • • • •• •• • • . .•• • • II • ▪ • • • ▪ • • • • • •• •• DOOR REPLACEMENT PLAN 06/30/2015 - 2:48pm gabriels V:\Projects\_2014-MPS\400 Wind Charts\_Reference\00-MPS14-400 Series C&C (Current).dwg 5th ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING Mean Roof Height INTERIOR ZONE 4 PRESSURES DESIGN PRESSURES (PSF) - ZONE 4 Tributa Area S. F ft • • • • • -43.4 +40.1 -44.0 +40.6 44.6 +41.1 -45.1 +41.6 45.7 +42.1 -46.2 +42.6 46.6 +43.0 -47.1 +43.4 -42.4 +39.0 -43.0 +39.5 43.5 +40.0 44.0 +40.5 44.6 +41.0 -45.0 +41.4 -45.5 +41.9 X45.5 +4Qi 41.6 +38.2 -42.2 +38.8 42.8 +39.3 43.3 +39.7 -43.8 +40.2 44.2 +40.6 44.7 +41.1 44.1 •41.5 -41.1 +37.7 -41.6 +38.2 42.2 +38.7 42.7 +39.1 -43.2 +39.6 -43.6 +40.0 -44.1 +40.4 44.5 +40.4 -40.6 +37.2 -41.1 +37.7 41.7 +38.2 42.2 +38.6 42.7 +39.1 -43.1 +39.5 43.6 +39.9 -44.0 +4Q3* 41.3` +37.8 41.8 +38.2 -42.2 +38.7 -42.7 +39.1 43.1 +39.5 43.6 +39.9 --401 40.'. +37 4 41.4 +37.9 -41.9 +38.3 -42.3 +38.7 -42.8 +39.1 43.2 +39.5 41.1 +37.5 -41.5 +38.0 -42.0 +38.4 -42.4 +38.8 42.8 +39.2 • ft 48.0 +44.2 48.4 +44.6 -4:.0 +42.2 •46.4 +4E.6 -4..8 442.9 45. +41.6 -45.7 +41.• 8 415'4 +46.4 -49.9 +46.0 -50.3 +46.3 -51.0 +47.0 -51.9 +47.9 -53.4 +49.2 -54.8 +50.5 -56.0 +51.6 -57.1 +52.7 -58.2 +53.6 -48.3 -47.5 + 5 +.3.6 18.7 -47.8 +44.8 +43.9 I 043.2 +,4.3 -48.8 +44.9 -49.8 +45.7 -51.2 +47.0 -52.5 +48.2 -53.7 +49.3 -54.7 +50.3 -55.8 +51 2 45.1 -49.7 +45.7 -50.7 +46.6 -52.1 +47.9 -53.4 +49.1 -54.6 +50.2 -55.7 +51.3 -56.8 +52.2 46. +42.6 46. +43e -44.4 40.6 -44.7 +41.0 -45.1 +41.3 -45.5 +41.6 -44.0 +40.2 44.4 +40.6 43.6 +39.9 -44.0 +40.2 43.3 +39.6 -43.7 +39.9 -44.1 +40.3 44.4 +40.6 -47. -461, 4:.2 $`, .' .. .1 +43:13 442.7 +•1,_s ".• -47.5 -47.0 -4..5 4 1, • -.7 +43.6 +43.0 .6L 42:Z��;.`•1.8 -48.2 -47.6 -4 +44.2 +43.6 +43.2 +42.7" 2.1 -49.1 -48.5 -48.0 -47.6 +45.0 +44.5 +44.0 +43.6 -50.5 -49.9 -49.4 -49.0 +46.3 +45.7 +45.2 +44.8 -51.7 -51.1 -50.6 -50.2 +47.5 +46.9 +46.4 +45.9 -52.9 -52.3 -51.8 -51.3 +48.5 +47.9 +47.4 +47.0 -54.0 -53.4 -52.8 -52.4 +49.5 +48.9 +48.4 +47.9 -55.0 -54.3 -53.8 -53.3 +50.4 +49.8 +49.3 +48.8 45"4 11- -47.2 +43.2 -48.6 +44.4 -49.8 +45.5 -50.9 +46.6 -52.0 +47.5 -52.9 +48.4 -46.9 +42.9 -48.3 +44.1 -49.5 +45.2 -50.6 +46.2 -51.6 +47.1 -52.6 +48.0 EXTERIOR ZONE 5 PRESSURES Mean DESIGN PRESSURES (PSF) - ZONE Area (Sq Ft) 5 40 45 50 Roof Pg 10 % 15 20 Tributary 25 30 35 0 -15 ft -53.9 +40.1`+39.0+38.2 -51.5 -50.0 -48.9 +37.7 -47.9 +37.2 -47.1 +36.8 -46.4 +36.4 -45.8 +36.1 -45.2 +35.9 16 h -54.4 +40.6 X722 +39.5 -50.7 +38.8 -49.5 +38.2 -48.6 +37.7 -47.7 +37.3 -47.0 +36.9 -46.4 +36.6 -45.9 +36.4 17 k -55.1 +41.1 -52.9 +40.0 -51.4 +39.3 -50.2 +38.7 -49.2 +38.2 -48.4 +37.8 -47.6 +37.4 -47.0 +37.1 -46.5 +36.8 18 ft -55.7 +41.6 -53.5 +40.5 -52.0 +39.7 -50.8 +39.1 -49.8 +38.6 -48.9 +38.2 -48.2 +37.9 -47.6 +37.5 -47.0 +37.3 19 ft -56.4 +42.1 -54.1 +41.0 -52.6 +40.2 -51.4 +39.6 -50.4 +39.1 -49.5 +38.7 -48.8 +38.3 -48.1 +38.0 -47.6 +37.7 20 ft -57.0 +42.6 -54.7 +41.4 -53.1 +40.6 -51.9 +40.0 -50.9 +39.5 -50.0 +39.1 -49.3 +38.7 -48.7 +38.4 -48.1 +38.1 21 ft -57.6 +43.0 -55.3 +41.9 -53.7 +41.1 -52.4 +47-2.... -51.4 3J+39.5 •"Sp;6; .`x49.8_ +3 49.2 -48.6 +38.5 22 ft -58.1 +43.4 -55.8 +42.3 -54.2 +41.5 5 q +4 .84s ., 3• � vi,t. -39!9"+ "'+ .3 'V/4,9'.6 ,139.2 -49.0 +38.9 23 ft -58.7 +43.8 -56.4 +42.7 -54.7 +41.8 r• + ,.21,1,-“117/. -=52Y . ] 5 •.5 .3 r ► '�r0.1 \\+34•� -49.5 +39.2 24 ft -59.2 +44.2 -56.9 +43.1 -55.2 +42.2 -53:9' +41.6 ", lT'; +41. 52.10= At 2-5Y.2- --1+40.2 450:6 +39.9 -50.0 +39.6 25 ft -59.7 +44.6 -57.4 +43.4 -55.7 +42.6 -54.4 +41.9 -53.3 +41.4 -52.5 +41.0 -51.7 +40.6 -51.0 +40.2 -50.4 +39.9 26 ft -60.2 +45.0 -57.8 +43.8 -56.2 +42.9 -54.9 +42.3 -53.8 +41.8 -52.9 +41.3 -52.1 +40.9 -51.4 +40.6 -50.8 +40.3 27 ft -60.7 +45.3 -58.3 +44.1 -56.6 +43.3 -55.3 +42.6 -54.2 +42.1 -53.3 +41.6 -52.5 +41.2 -51.8 +40.9 -51.2 +40.6 • 28 k -61.2 +45.7 -58.8 +44.5 -57.0 +43.6 -55.7 +43.0 -54.6 +42.4 -53.7 +42.0 -52.9 +41.6 -52.2 +41.2 -51.6 +40.9 % 29 ft -61.6 +46.0 -59.2 +44.8 -57.5 +43.9 -56.1 +43.3 -55.0 +42.7 -54.1 +42.3 -53.3 +41.9 -52.6 +41.5 -52.0 +41.2 30 h -62.1 -59.6 +45.1 -57.9 +44.3 -56.5 +43.6 -55.4 +43.0 -54.5 +42.6 -53.7 +42.2 -53.0 +41.8 -52.4 +41.5 i+46.3 32 ft -62.9 +47.0 -60.4 +45.7 -58.7 +44.9 -57.3 +44.2 -56.2 +43.6 -55.3 +43.2 -54.4 +42.7 -53.7 +42.4 -53.1 +42.1 35 ft -64.1 +47.9 -61.6 +46.6 -59.8 +45.7 -58.4 +45.0 -57.3 +44.5 -56.3 +44.0 -55.5 +43.6 -54.7 +43.2 -54.1 +42.9 40 ft -65.9 +49.2 -63.3 +47.9 -61.5 +47.0 -60.1 +46.3 -58.9 +45.7 -57.9 +45.2 -57.1 +44.8 -56.3 +44.4 -55.6 +44.1 45 ft -67.6 +50.5 -64.9 +49.1 -63.0 +48.2 -61.6 +47.5 -60.4 +46.9 -59.4 +46.4 -58.5 +45.9 -57.7 +45.5 -57.0 +45.2 50 ft -69.1 +51.6 -66.4 +50.2 -64.4 +49.3 -63.0 +48.5 -61.7 +47.9 -60.7 +47.4 -59.8 +47.0 -59.0 +46.6 -58.3 +46.2 55 ft -70.5 +52.7 -67.7 +51.3 -65.8 +50.3 -64.2 +49.5 -63.0 +48.9 -61.9 +48.4 -61.0 +47.9 -60.2 +47.5 -59.5 +47.1 60 ft -71.8 +53.6 -69.0 +52.2 -67.0 +51.2 -65.4 +50.4 -64.1 +49.8 -63.1 +49.3 -62.1 +48.8 -61.3 +48.4 -60.6 +48.0 WIND VELOCITY = 175 MPH EXPOSURE 'C' ENCLOSED STRUCTURE, FLAT TERRAIN MRH5__60' BASED ON Kd = 0.85 INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO THE_WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CR At'{O XTIO NiSN,OWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO r1FIONS-CO FOR $WITH THESE TABLES. 2. TABLES VALID 0 LRITI'L M. A�'•/ROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID FQR� LIRO Eg& 5 APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL. �ORMEp B' AN NEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE BUIL Cal IVI [AVER S •OF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIF ED IU$ETI EAK ' I,I{ E T. 5. ALWAYS ROUND •UP O p4tupHT O 9(6 `. = LE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRIBUTAR' RO �1 THE OP NING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MOtrT-i ED -BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD THE SPAN LENGTH (HEIGHT' / 3). USE THE AREA BETWEEN STRUCTURAL 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 BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBUSHED, USE THE LARGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 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. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND COR SPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS USTEDJHEREIN &f4.ATED-AND VERIFIED BY THE GOVERNING BUILDING DEPARTM hMAKL. MIT HOLD RRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFS 5. THIS SPECIFICA � QT I .10 . 1e ER ANY PRODUCT APPROVED SEP N- U - MITTED TEST CRITERIA AND OTHER APPROVALS FOR DE IG CL�\\TIO F.' MATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS T© BS VEitFIED+BY OTH ' ' CCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL LID MP6CT+Pg0 �. +.TEM ORDINANCES. 7. NO CERTIFICATIONISQFFERe 0E I' TY OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY PROVIQ�HER6IN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. VALID ONLY WITH RAISED ENGINEERING SEAL a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. WALL ZONE FIGURES A m Z rn O O (1) 11 0 REMARKS DRWN CHKD DATE INIT ISSUE GSS TSB 03/05/12 REV - ADJUSTED HEIGHTS GSS TSB 04/09/12 REV 2014 FBC DGM TSB 06/10/15 THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT mWRITTEN CONSENT OF ENGINEERING EXPRESS. ALTERATIONS, ADDRIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT OPERMITTED AND INVALIDATE OUR CERTIFICATION. 5TH ED. FLORIDA BUILDING CODE (2014) ASCE 7-10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7-10 PEAK ROOF HEIGHT MEAN ROOF HEIGHT C ENGINEERING EXPRESS® CORPORATE OFFICE: 160 SW 12th AVENUE, SUITE 106 DEERFIELD BEACH, FL 33442 P: (954) 354-0660 F: (954) 354-0443 CERT OF AUTH #9885 E: HELLO@ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM f/1 Florida Building Code Online ��.11 , W y.r+J J li yfa..wsnw Business Professional Licenseefuiently. Regulatef BCIS Home Log in User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval USER: Public User •ir�.�.{ > Prods Sear'h > anburatir n l i.gr > 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 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 Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Stilgdard). • • •Stajtdd rd •• Year • • i • •. • 'A1211 : 1994 •• • • • • • 2 2 •• 1994 •• ••• •• •TA12Q3'• 1994 • ••• Equivalence of Product Standards • • • Certified By • • • • • •• •• • •• • • • • •• • • • • • • • • ••• ••• • • • • • • •• •• • • 0410 • • • • 4100 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • http:,www.tloridabuilding.org pr/pr_app_dtl.aspx?paranr-wGEV XQwtDqux rVBjriRcYg°02tDEH W I XNZW I DOuyPOG87L WwGxpFltrgMQ°o3d°'o3d112/30/2015 9:43:09 AM] Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Poiluct"s = Method 1 Option A 11/11/2015 11/13/2015 11/20/2015 FL # ; Model, Number or Name Description 14569.2 Contours Steel, Wood Edge Full Lite Door, Inswing, 6'-0" x 6'-8" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-65 Other: Certification Agency Certificate FL14569 R7 C CAC NIOO6255.02-R3 Certificate.odf Quality Assurance Contract Expiration Date 06/30/2019 Installation Instructions FL14569 R7 II JWO509-04 Installation.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3393.odf Created by Independent Third Party: Yes 14569.3 Contours Steel, Wood Edge Full Lite Door, Outswing, 6'-0" x 8'-0" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other: Certification Agency Certificate FL14569 R7 C CAC NIO06254-R5 Certificate.odf Quality Assurance Contract Expiration Date 09/30/2019 Installation Instructions FL14569 R7 II )W05O9-0.1 SS 2015 07-02.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3391.odf Created by Independent Third Party: Yes 14569.4 !Contours Steel, Wood Edge Opaque Door, Inswing/Outswing, w/ or w/o Impact & Non - Impact Rated Glazed Sidelites, 12'-0" x 6'-8" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: • • 14569.5 •• ••• • • • • • •• ••• Certification Agency Certificate FL14569 R7 C CAC N1011O62 NI011O62.O1 Certificate.odf Quality Assurance Contract Expiration Date 1I04/30/2020 • • • I Installation Instructions • ,FL14569 R7 II )WO32012FL Installation.odf • Verified By: Hermes Norero 73778 • • • • • •Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3321.odf • • • • • • • • • • Cried by Independent Third Party: Yes • • • •• • • •� • • • • • • • • • ContoursSteeaf Woad �cfge • ;•Opi e Door, Inswing/Outswing, w/ or w/o Impact & Non- • • • • • • Impact Rated Glazed Sidelites, 8'-4" x 8'-0" Limits of Use Approved for use in HVHZ: Yes• • • • • • • • • • • • • ••• • • • • • •• •• • • • • • • Certification Agency Certificate ••• • 4.14569 R7 C CAC NIO11061-R1 Certificate.pdf • • • • • • • • • • • •• •• ••• • • Imp://www.floridabuilding.org!pr'pr_app_d0.aspx?param -AvGEVXQwtDquxTVBjriReYg%2fDEH W I XNZW I DOuyPOG87L WwGxpHtr9MQ%3d%3d[ 12/30/2015 9:43:09 AM] 14569.1 i Contours Steel, Wood Edge Full Lite Door, Outswing, 6'-0" x 6'-8" Limits of Use I Approved for use in HVHZ: Yes Certification Agency Certificate FL14569 R7 C CAC N1006255 -R7 Certificate.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Product must be installed per manufacturer Quality Assurance Contract Expiration Date 09/30/2019 Installation Instructions FL14569 R7 II JW0509-03 Installation.pdf instructions as stated on drawing 3WO509-03 I 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 Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-65 Other: Certification Agency Certificate FL14569 R7 C CAC NIOO6255.02-R3 Certificate.odf Quality Assurance Contract Expiration Date 06/30/2019 Installation Instructions FL14569 R7 II JWO509-04 Installation.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3393.odf Created by Independent Third Party: Yes 14569.3 Contours Steel, Wood Edge Full Lite Door, Outswing, 6'-0" x 8'-0" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other: Certification Agency Certificate FL14569 R7 C CAC NIO06254-R5 Certificate.odf Quality Assurance Contract Expiration Date 09/30/2019 Installation Instructions FL14569 R7 II )W05O9-0.1 SS 2015 07-02.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3391.odf Created by Independent Third Party: Yes 14569.4 !Contours Steel, Wood Edge Opaque Door, Inswing/Outswing, w/ or w/o Impact & Non - Impact Rated Glazed Sidelites, 12'-0" x 6'-8" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: • • 14569.5 •• ••• • • • • • •• ••• Certification Agency Certificate FL14569 R7 C CAC N1011O62 NI011O62.O1 Certificate.odf Quality Assurance Contract Expiration Date 1I04/30/2020 • • • I Installation Instructions • ,FL14569 R7 II )WO32012FL Installation.odf • Verified By: Hermes Norero 73778 • • • • • •Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3321.odf • • • • • • • • • • Cried by Independent Third Party: Yes • • • •• • • •� • • • • • • • • • ContoursSteeaf Woad �cfge • ;•Opi e Door, Inswing/Outswing, w/ or w/o Impact & Non- • • • • • • Impact Rated Glazed Sidelites, 8'-4" x 8'-0" Limits of Use Approved for use in HVHZ: Yes• • • • • • • • • • • • • ••• • • • • • •• •• • • • • • • Certification Agency Certificate ••• • 4.14569 R7 C CAC NIO11061-R1 Certificate.pdf • • • • • • • • • • • •• •• ••• • • Imp://www.floridabuilding.org!pr'pr_app_d0.aspx?param -AvGEVXQwtDquxTVBjriReYg%2fDEH W I XNZW I DOuyPOG87L WwGxpHtr9MQ%3d%3d[ 12/30/2015 9:43:09 AM] Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +45/-45 Other: Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions FL14569 R7 II 3W072012FL Insta'lation,pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports •• Created by Independent Third Party: Yes 14569.6 Contours Steel, Wood Edge Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: 14569.7 Contours Steel, Wood Edge Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Cal Opaque Door, Outswing, w/ or w/o Sidelite, 8'-11" x 6-8" Certification Agency Certificate FL14569 R7 C CAC N101108? -R1 Certificate.ndf Quality Assurance Contract Expiration Date 08/31/2019 Installation Instructions FL14569 R7 II S-2104 Installation.odf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3398,pdf Created by Independent Third Party: Yes Opaque Door, Outswing, w/ or w/out Sidelites, 8'-11" x 8'-0" Certification Agency Certificate FL14569 R7 C CAC NI011096-R1-NI011096.01- R1. Certificate.odf Quality Assurance Contract Expiration Date 08/31/2019 Installation Instructions FL14569 R7 II S-2108-01.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3832.Ddf Created by Independent Third Party: Yes Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. •• •• If - 1 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: ,cram En ':& CUritt 111 t Hll Credt Timm •• ••• • . • • • •• • • • • • • • •• ••• •• • • • •• • • • ••• • • • • • • •• • • •• •• • •• • • • • •• • • • • • • • • ••• ••• • • • • • • •. •• • • ••• • • • Y ,I.• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • http: www.tloridabuilding.org'pr'pr_app_dtl.asp\?param-wGEVXQwtDquXTVBjriReYg°a2tDEIIWIXNZWIDOuyPOG87LWwGxpHtrgMQ%3d%3d[12/30/20159:43:09 AM] NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI006255-R7 10/14/2005 Structural JELD-WEN 104-3 05/05/2015 To verify that the "Notice of Product Certification" is valid, please visit www.N.AMICertification.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 Series "Contour Premium Steel Door" 3737 Lakeport Boulevard Double In-Swing/Out-Swing Steel Wood - Klamath Falls, OR 97601 Edge Entry Doors w/ODL Impact Glass or ODL Allen Frame and Endura Ultimate Hurricane Astragal Configuration: XX Glazing: IG -1/8" Tempered Glass/ Laminate -1/8" Annealed Glass/0.090" Solutia Interlayer/1/8" Annealed Glass Frame: W-1880mm(74") H-2108mm(83") Panel: W-940mm(37") H-2007mm(79") DLO: W-559mm(22") H-1626mm(64") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: +60/-60 psf Large Missile Impact Rated Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3195-1/SJW2011-070/W-1556/W-1565 Expiration Date: September 30, 2019 Administrator's Signature: •• ••• • • • • • • • • • • ••••••• • NATIONAL: :ACCRtIJIiA•TION AND MANAGF.]YIENJ' IINST1TI.].TE, INC. 4794 Gearge Wasfinglo>:► Memorial Highway .. • : •Hay�e.�', Vie 2307?• ; • Tel: (804) 684-5124 • • • Fax: .(804) 4U -i122 • •• • • • • • • • • •• •.•• •• • • • • • • • • • • • • • • • ••• • • • ••• • • JELD4EN® Steel CONTOURS STEEL DOOR, WOOD EDGE 6-8 OUTSWING IMPACT GLAZED SINGLE OR DOUBLE DOOR UNIT UTILIZING COMPONENTS FROM ODL° INC. AND ENDURA PRODUCTS INC. GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED /N ACCORDANCE W THE FOLLOWING: TAS 201-94 TAS 202-94 TAS 203-94 2 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS Tg THE,SrCTURE. 3. PRODUCi ANCHORSSHALL BE AS LISTED AND SPACED AS SHOWN ON DE ILS. • • ANCHOR ETIIIIERM&NT TO BASF MA R•RIIAL SHALL BE BEYOND WALL DRE ING • • OR STUCCO. • • • ° t 4. DESIGNSPeRE19141E RATING SEE TABLE L PAGE I. S. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY • • HURRICANE jONE (HVHZ) ° • • • 1 6. PRODUCT DOES NOT REQUIRE SHUTTERS •••• 1141 •••• •• •• ••••, • • • t1 • • • • • • • •RESIDENT 4jV ULATED STv,i. pQOR (Common to all frame condi •ns) • • DOOR LEAF CONSTRUCTION: Face sheets 24 GA (0.021" min) thickness. Galvanized steel A-525 Commercial gifdlity AKDO per AR7:4U!1Pwith average minimum yiold strength Fy(ave)=30fj27 psi. Core Design•IAkpaided polystyrene with 1.0 to 1.25 lbs density, by Jeld-Wen Inc. Panel Construction: ?he active apd iryochveEoanels are constructed from 24 GA OO.021"min1) alvanizd l steel. The Ace shells at top and bottom are bent 90° over the top ana'b l?or i tarts. Tho top rail measures 1.0" high x 1.688" wide. The steel bottom rail measures 1.21" high x 1.688" wide. The sides of the face sheets are roll formed into the latch and hinge stiles which measure 1.00' high x 1.688' wide. The interior cavity is filled with expanded polystyrene. The face sheets are glued to the expanded polystyrene. The panels are cut out for the two-piece ODL Aluminum ALLEN frame. Units are glazed with tempered and laminated impact 1" IG. On double door applications the inactive door is fitted with an extruded aluminum astragal of 6063-T5 alloy, manufactured by Endura. Frame Construction: The frames are constructed of fingerjointed pine jambs measuring 4-9/16"x 1-1/4". The head jambs are mortised and butt joined to the side jambs, and attached with three (3) 16GA 7/16" crown x 2" long staples on each side. The threshhold is attached to the side jambs with three (3) 16GA 7/16 " crown x 2" long staples on each side. Glazing: ODL insulated lite is 1" overall thickness, consisting of one (1) pane of 0.125" tempered glass; 0.5' air space; two (2) panes of 0.125" annealed with .090" PVB interlayer by Solutia. All lites are sandwiched glazed into (he panels. 37 1/2" MAX. FRAME WIDTH 35 3/4" MAX. PANEL WIDTH 74" MAX. OVERALL FRAME WIDTH 36 1/2" MAX. PANEL WIDTH W/ASTRAGAL 9 20 1/2" MAX D.L.O. w g INACTIVE ACTIVE MAX. D.L.O. 85 79 1/4' MAX. PANEL HEIGHT SINGLE OUTSWING UNIT (g) SCALE: 1/2" =1'-0" REF STRAGAL BOLT ITEM # 12 DOUBLE OUTSWING UNIT (XX) SCALE' 1/2" =1'—O" . FROM THE EXTERIOR SIDE TABLE I DESIGN PRESSURE RATING j// ATYPIC/VWO ORCt PROTOTECTIONN ATE FOR WATER INFILTRATION IS REQUIRED POSITIVE .60.0 PSF NEGATIVE -60.0 PSF TABLE OF C SHEET # DESCRIPTION TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTION & BILL OF MATERIAL 3 HORIZONTAL CROSS SECTIONS 4 OPTIONAL 1X BUCK IN MASONRY/CONCRETE CROSS SECTIONS 5 ANCHORING LOCATIONS 6 COMPONENT DETAILS 7 UNIT COMPONENTS NOTES: 1 — ALL VIEWS FROM EXTERIOR. MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. 2 — FOR HORIZONTAL ANCHOR IN 1 X BUCK OPTION IN 3 — FOR VERTICAL ANCHOR IN 1 X BUleRTIpj� IN MASONRY/CONCRETE. SEES 4 FE • uvy�+ILS. 5-0_ 'TAT • '1''r is 4oJirrr . Digitally signed by Hermes F. Hereto, P.E. Reason: I am approving this document Date: 2115.02.0911:1404 -05'00 -PC; rr. fer 44 "Ilt14� .293,6 FBPE 0, N 0303 0 z m Qc� LL(alo Z FEZ w J 0 o wo xcez u �Q 0 0, Zi 0) Z 0 cc go N\in co w 0 0 0 n< 80 09 0 z m Q DATE: 6/18/13 scvE: AS NOTED DNC. BY: EAG c1K. BY:S. SAFFELL DRAWING NO.: JW0509-03 SHEET 1 OF 7 1 1/2" MIN. EMB. 1/4" MAX. SHIM THK. SEE DETAIL A SHT. 7 • •• • • • • • •••• • • 0 • L7111 _ • • •• • • • w • •••• • • • •• • •••• • • O •••• • •• "• a• • sw lipree ArAt 0 0 0 • • w :\ •1• • • SEE •O DETAIL G •�• •A••ar 6 • • •i• • •� .••• %••••NINTERIOR •Si•••• • •4•••• • • • • swQ 1 1/2" MIN. EMB. • CD EXTERIOR 1" MIN. 1" MIN. A VERTICAL CROSS SECTION TYP. m 2 WOOD FRAME INSTALLATION SCALE: 6" =1'-0" 1" MIN. 1" MIN. `1- L.1 z 1/4" MAX. SHIM THK. 80 3/4" MAX. OVERALL FRAME HEIGHT a SEE DETAIL A SHT. 7 1" MIN. 1" MIN. _ SEE DETAIL G 6 SHT. 6 0© 0 4 0 0 EXTERIOR INTERIOR " MOM 1-- 1" MIN. 1" MIN. VERTICAL CROSS SECTION TYP. CONCRETE INSTALLATION SCALE: 6" =1"-0" Item DESCRIPTION Moteriol 1 SIDE JAMB (I 1/4"x 4 9/16' FINGERJOINTED PINE) PINE 2 HEAD JAMB (1 1/4"x 4 9/16" FINGERJOINTED PINE) PINE 3 4" x 4" BUTT HINGE 12GA. (.089" MIN) STEEL 4 9 x 1' PHILLIPS FLATHEAD WODDSCREW STEEL 5 10 PHILUPS HD SCREW WITH 1 1/2 MIN. EMBED. STEEL 6 10 X 2" PHILLIPS FLATHEAD WOOD SCREW STEEL 7 8 X 3" PHILLIPS FLATEHEAD W000 SCREW STEEL 8 18X1" PHILLIPS FLAT HEAD WOOD SCREW STEEL 9 COMPRESSION WEATHERSTRIP (Q -CONT QDS-650) VINYL 11 OUTSWING THRESHOLD (ENDURA) ALUMINUM 12 ASTRAGAL THROW BOLT. STEEL R00, 5/16' x 18" STEEL 13 ASTRAGAL 80L7 STRIKE PLATE LOCATED ON HEAD JAMB STEEL 14 16 Ca. 7/16' CROWN x 2" LONG STAPLES STEEL 15 KWIKSET LOCK SERIES 400 STEEL 16 KWIKSET DEADBOLT SERIES 780 STEEL 17 ENDURA ULTIMATE HURRICANE ASTRAGAL ALUMINUM 18 ASTRAGAL BOLT STRIKE PLATE ON BOTTOM SILL 19 2x WOOD BUCK WOOD 20 NON COMPRESSION SHIM WOOD 21 DOW 995 SILICONE SEALANT SILICONE 22 1" IMPACT IC ASSEMBLY BY ODL GLASS 23 1/8" TEMPERED CLASS CLASS 24 3/8" LAMINATED ANNEALED CLASS GLASS 25 LOCK BLOCK (SOLID WOOD x 12" LC) WOOD 26 TOP RAIL (LALVL 27 BOTTOM RAIL(25GA MIN GALVANIZED STEEL) STEEL 28 EXPANDED P01IST 19 (1.0 TO 1.2516a DENSITY BY JELD-WEN) FOAM 29 STEEL DOOR PANEL SKIN MATERIAL (24GA GALVANIZED) A-525 COMMERCW. D ALTIY 0.021" MIN. THICK.) STEEL GALVANIZED 30 ODL UTE ALLEN FRAME (ALUM 6063 N.UYUNY .31 LONGE SIDE STILE FlNGER JOINTED LK LN. 32 LATCH SIDE STILE FINGER JOINED LVL LVL 33 18 x 2" PHILLIPS FLATHEAD WOOD SCREW STEEL 34 3/16" ITW BUILDEX TAPCON PATH 1.25` MIN. EMBEDMENT STEEL 35 OPTIONAL 1x WOOD BUCK WOOD m r I .O)a c v t0 al 0 c' °I al % O 0coC N Ju, .c cn a - LL E coY NOTES: 17) FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING (ITEMS #5 & #34), SEE SHEET 5. FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. E> OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT I5 ACHIEVED. w CIp 1- p 000 0 0 J p — m Oo 1=1 p (11 Ooo 1- j x(13 w a z O 1-J wcr w 0 ~LACV/ )11 - CC L. 0 Um LLJ VI 0 x¢00 o N CO 0 z 0 tr w 0 0 m 0A1E: 6/18/13 stALe AS NOTED DWG. er: EAG cwc. Or:S. SAFFELL WAIVING NO.: JW0509-03 sNEET 2 OF 7 • ••• • • • 1 1/2• MIN. 47_1/4" MAX. SHIM SEE DETAIL A 1" . SHEET 7 MIN. 1" MIN. SEE DETAIL C SHT. 6 O_ 1 1/2" 1/4 MAX I MIN. SHIM SEE DETAIL A SHO 7 Mir ® 11f �i 1411 AiikAA VIA' m 0© m HORIZONTAL CROSS SECTION TYP. ;FOOD INSTALLATION (SCALE: 6" =1'-0") 1" MIN. HORIZONTAL CROSS SECTION TYP. WOOD INSTALLATION (SCALE 6" -1'-0") •••• 1" • MIN. 1" MIN.• 1 1/4" MIN. EMB. 1/4" MAX., SHIM 1" MIN. SEE DETAIL G SHT. 6 •• 1" MIM • • MIN. • 1" MIN./. MIN. • • HORIZONTAL CROSS SECTION TYP. CONCRETE INSTALLATION (SCALE* 6" =1'-0") HORIZONTAL CROSS SECTION TYR CONCRETE INSTALLATION (SCALE: 6" -,'-0") OASTRAGAL CROSS SECTION TYP 3 (SCALE. 6" =1'-0") NOTES: ASTAGAL FASTENER SPACING DETAIL F, SHEET 6. (TOTAL OF 14 SCREWS). ID LATCH AND DE. DBOLT STRIKE PLATES MOUNT TO ASTRAGAL WITH ADJUSTABLE NUT PLATES. BOTH PLATES REQUIRE Al X 3' PHILLIPS FIAT HEAD WOOD SCREWS 2x BUCK TO SUBSTRATE FASTENING MAY UTIUZE OPTIONAL 3/16" ITW BUILDEX TAPCON. FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING (ITEMS /5 & 134), SEE SHEET S. FOR HORIZONTAL ANCHOR IN 15 BUCK OPTION IN MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. IA11111111/,, © OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION 0�� 5 /H'4ONC AS MINIMUM EMBEDMENT IS ACHIEVED. oo� WNZ OOQ 31-0 K0 R 0 -J o-03 U IAA U LYO LrOJ I Z corn HORIZONTAL CROSS SECTIONS rn LJ7 m U 0 F O c!7 A U 2 O U 0 0) 0 O n N COCD 0 O W 0 U m O Z - v ,--'' i tr = FBP Rf/•f KUM NO. 29378 DATE: 6/18/13 scA E: AS NOTED DWG. BY: EAG CHK. BYS. SAFFELL DRAWING NO.: JW0509-03 SHEET 3 OF 7 I 1" MIN. 1' MIN 1" MIN. 1' MIN. 1 1/4" MIN. EMB. 1/4" MAX. SHIM MIN. 1 1/4' MAX. SHIM THK. MIN. 1- 1" MIN. MIN. SEE OETNL A SHEET 7 SEE DETAIL G SHT. 6 INTERIOR EXTERIOR 0 co I- M -6 ° a)cv<o )n o I; m O ') N Q : mc'o 0 co N a p co OD Y . - o m ) O J m '" u) ', -c .0 m E m Y HORIZONTAL CROSS SECTION TYP OPERATING UNIT IX BUCK OPTION IN MASONRY/CONCRETE (SCALE' 6" =l'-0") • 1•• • 1•• 1•• ••• • ••• • ••• • ••• g • • • • • 1 •• • • • • • • • 'I' I_ s• . • SEE m • • 4 • ETNL G 6 g • ° • I • m • i� i:::: o •••• N •••INTERIO• 1 . 'Sidi us EXTERIOR n • • ••• • • • • SEE DETAIL G SHT. 6 INTFRIOR 1 1/4" MIN. EMB. 2 Zo JW Q0 V101 ?�11 0 gU 0} Pct cLz oxtu� 0 mLu ix —20 U ▪ MIN. HORIZONTAL CROSS SECTION TYP. OPERATING UNIT !X BOCK OPTION IN MASONRY/CONCRETE RICHT HINGE SHOWN. LEFT HINGE OPPOSITE SHOWN (SCALA!' 6" -1'-0") 1" MIN. m -53 -1 1' MIN. 1MIN. ' MIN. 1 MIN. SEE DETAL A ON SHEET 7 NOTES: ▪ FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING (RENS 15 & 134). SEE SHEET 5. ▪ OPTIONALLY. ANCHOR CAN BE PLACED R NARROW SECTION OF HE4NNMLlAI1a/AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. �� r F. • •: 351. B r 01 FBPE ern VERTICAL CROSS SECTION TYP. OPERATING UNIT IX BUCK OPTION IN MASONRY/t'ONCRETE (SCALE` 6" =1'-o") /4 - MAX.MAx SHIM 1 1/2 MIN. E CRETE/ ASONRY Br OTHERS OPTIONAL MASONRY/C • CRETE INSTALL CROSS SECTION OF H = + D OR JAMB OATS: 6/18/13 sum AS NOTED 0 NS G.I ce ,A. = DWG. BY: EAG P 0E. BY:S. SAFFELL ?S 1I (V ` DRAWING No.: JW0509-03 MtT1371 SHEET 4 of 7 ID v -16T- SEE I J SEE DETAIL B SHEET 5 SEE DETAIL A SHEET 6 li nn N m n O 00 • F • • n• •••A M •••• • •�• •••• •• • • • • • •o • •••• ID 0I 6" •••• •• • • •••• • • • • • • • • • • • ••• 37 /2" • • ANCHORING LOCATIONS OUTSWINC SINGLE UNIT (X) SCALE: 1/2" =1'-0" SEE DETAIL A SHEET 5 ALL DOOR MODELS DRE VIEWED FROM THE INTERIOR SIDE DETAIL A SCALE: 3" =1'-0" DETAIL B SCALE: 3" =1'-0" SEE DETAIL B SHEET 6 1 1 12 1/2•• TYP. 6"� mk— , O 5 1/2" 490 1 I '11 1 SEE DETAIL D SHEET 6 ' c (Dm.. Q v E tD ID 1 1 4 12 1/2' TYP. 6"—I 74" SEE DETAIL E SHEET 6 ANCHORING LOCATIONS DOUBLE OUTSW/NG UNIT (XX) SCALE: 1/2" =1'-0" SEE DETAIL B SHEET 5 SEE DETAIL A SHEET 5 00111111111/,,, LJJ O p i,Z OC70 31 0 U 0 Ire 00 -m CD W ; O BUco 0J o o z a0U CD NN2 0 0 6 0 1- 0 N c0 0 O U z 0 U O 0 10 O O CO 0 O N ID O V• n N W O 0 co DATE: 6/18/13 scm.E.AS NOTED DWG. sr: EAG_ CHK. Br:S. SAFFELL D RAWING NO.: JW0509-03 sHEEr 5 OF 7 • •••• • •••• • •••• • • • • • • • • • • • •Ate 3/8" A,VndeAt j2ETAINER BOLT HOLE • •TNRU THRESHOLD/MASONRY x 1-3/8" DEEP •••• • DETAIL A -HINGE MOUNTING DETAIL SCALE: 3" =1'-0" • •• • • • •••• • •• • • • • • • • • • • • • • • •••• • • • •• • •• •• • • •••• • •••• DETAIL E ASTRAGAL RETAINER STRIKE' PLATE FOR SILL SCALE: 3" =1'-0" ANCHOR ® EXTERIOR SIDE EXTERIOR INTERIOR DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE THRU FRAME/MASONRY x 1-3/8" DEEP DETAIL B THROWBOLT STRIKE PLATE FOR HEAD SCALE: 3" =1'-0" r) DETAIL C STRIKE PLATES TO JAMBS SCALE: 3/8" =I'-0" DETAIL D STRIKE PLATES TO ASTRAGAL SCALE: 3/8" =1'-0" 1/2" x 1/4" CU—D SPACER XX Y S EXTERIOR 1/8" TEMPERED GLASS 1/2" AIR SPACE 0.090" PVB NTERLAYER BY SOLUTIA DETAIL F - ENDURA ASTRACAL FASTENER SPACING USE 118x1" PPH WS SCALE: NTS 5/8" GLASS BITE 1/8" ANNEALED 0 to 0 W W ti oz �z oocx 300 ixa o - ▪ ° L30 (f) CC V'014 pc o z to a0 0 COMPONENT DETAILS ``a 0Z uj w¢ Z 0 a' w z w 0 O 0 z 0 0 0 0 � D7 0 ZZ 00 N(7 1.0 DETAIL G - ODL GLAZING DETAIL ISULATED GLASS SCALE: 6" =1'-0" t1W00 N 03 0 DATE 6/18/13 SCALE AS NOTED DWG. er: EAC aoc. er:S. SAFFELL DRAWING NO.. JW0509-03 SHEER 6 ov 7 • 1 1 • 1 1 • • • • 4 9/16" //tit/ // /7/ /// I-- 2 3/16" - 1/16" (Min) WOOD JAMB F!NCER✓OINTED PINE SCALE. 6" =1'-0" z • .•• • ••• --- 2 1/2" • • • 1 • • �•. n. • •t • • • • ••• •••• •• •• • • • • • ••• •• • • 13 SY'RACAL •STRIKE• PLATE* • • • • °SCALE: 6" - f•ss' • • • • • • • • • • •• • • • ••• • • • i + -1 9/16". 51--- 1 ®UTT HINGE 4x4=12 GA. °COMPRESSION WEATHERSTRIP QDS-650 SCALE. 6" =1'-0" 1 13/16" SCALE. 6" =1'-0" I— 3 1/8" --I DURA ALUMINUM ASTRAGAL 25 0CK BLOCK - WOOD SCALE: 6" =1'-0" SCALE. 6" =1'-0" 18" ASTRAGAL BOLT 0MAT.- C/R STEEL ROD 19 INC & YELLOW CHROMATE SCALE: 6" =f'-0" 3/16" C-SINK.k— NOTE / l -USE #10 WOOD INSTALLATION SCREW W/ 1 1/2" MIN. EMBEDMENT WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. 2 -USE #8 x 2 1/2" PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. / 3 -USE 3/16" ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMBED. WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. DETAIL A - COUNTERSINK DETAIL SCALE: 1/4" =1'-0" 4 9/16" CDOUTSWING THRESHOLD (ENDURA) SCALE: 6" =1"-0" J L- 11/16" 1— TOP11/16"1 -- TOP RAIL (LVL) HINGE STILE (LVL) LATCH STILE LVL SCALE: 6" "1'-O" 2 1/2 --{ t O O, l 5/16" — OST EL.M25CA MIN. CALV. 27 SCALE: 6" =1 '-0" 1 3/4" 1 co OASTRAGAL SILL %8 STRIKE PLATE SCALE: 6" =1'-0" ODL ALLEN FRAME 30 ALUMINUM 6063 T5 SCALE: 6" =1'-O" iiiii011, o�Z o z 3Uo ce of-) —CI3 Lig_o 1AEK) o ce 1 z o a m W 0 UNIT COMPONENTS m 0 w Z 0 E 0 w x N 0 O 0 z 0 0 a z 0 V) w z O 0 0c ao 0 n wN w 0 w 0 0 0 2 �pHe hitt 1111, gt�B 1�rS FIPE CERl/E6rA'Ea x 1357$ DATE: 6/18/13 sCuE=A5 NOTED DWG. e+ EAG c*..r:S. SAFFELL DRAMNG NO. JW0509-03 SHEET 7 Cr 7 r/\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report of JELD-WEN, inc. Contours Steel Door, Wood Edge 6'-8" Outswing Impact Glazed Single or Double Door Unit for Florida Product Approval Report No. 3392 Current Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certification) Exterior Door Assembly Swinging Exterior Door Assemblies Contours Steel Door, Wood Edge Wood/24 Ga. Steel 74"x 80.75" Prepared For: JELD-WW`EN, inc. 3737 Lakeport I3it(1. Klamath Falls, OR. 97601 Prepared by: Ilerrnes Norero, P.E. Florid•Proferc feral Et ince :# ',743q78 Ditp: Q1 t2 f2t 11.: . •••••.. • •• ••• •• . • . .• Contents••' � % Evaluation Report Pages 1 — 5 i S • .•• � • :Digitollly scgi ed by Hennes F. Norero, P.E. Hefrf ilorero, P.E. •: ;Qeasan:I arrtal5prpyingthis document Florida No. 73778 •Date: /0151)2.09 f1:15 3 -05'00' ••• • • • • ••• • • •• • •• • •• • • •• • • • . ••. •• • • • • • • •• • • •• • • • •• •• • • • • •• •• ••• • • •• ••• • • BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Date: 01/26/2015 Report No: 3392 Manufacturer: JELD-WEN, inc. Product Category: Exterior Door Assembly Product Sub -Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Contours Steel Door, Wood Edge (Impact) 74" x 80.75" Scope: Limits of Use: This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL # 73778) for JELD-WEN inc. based on Method la of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Hermes Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions JW0509-03, signed and sealed by Hermes Norero, P.E. (FL # 73778) for specific use parameters. 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 Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing JW0509-03 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions JW0509-03 for size and design pressure limitations. •• ••• • • 0 • • •• • • • • • • • • • •• ••• •• • • • •• • ••• •• • ••• ••• • • • • • • • • • 0 • • • • • • • •• • • • • •• • • • • •• •• • • • • • • • 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • 0 • 000 • • Hermes Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Date: 01/26/2015 Report No: 3392 Certification Agency: Performance Standards: Referenced Data: 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). The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 1. Product Testing performed by National Certified Testing Laboratory, Inc. (FBC Organization # TST1589) Report #: NCTL-210-3195-1, Report Date: 01/08/2013 Report #: SJW2011-070, Report Date: 06/03/2011 2. Quality Assurance National Accreditation and Management Institute (FBC Organization # QUA1789) 3. Certification Agency National Accreditation & Management Institute, Inc. (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 .• ••• . • • • . •• • • • • • ▪ • .. ••• .• • • • •• • ••• •• • •• • • • • • • • •••• • • • • •• • • • • •• • • • • •• • • • • •• •. •• • • • • 1 ••• • • • ••• . • • • • • • . • • • ••• • • • • • • • • • • • • • • •• • • • •. •• ••• • • •.• • • Hermes Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Date: 01/26/2015 Report No: 3392 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. JELD-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. B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (JW0509-03) for anchor spacing and more details of the installation requirements. Design Pressure: Hermes Norero, P.E. •••• Florida No. 73778 • • Page 4 of 4 ••• • • • . ••• • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • •• •• • • • .• •• 000 • • • ••• • •