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WS-18-1590Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Permit NO. WS-6-18-1590 Permit Type: Windows/Shutters Nom Classification: Door Replacement Permit Status: APPROVED Issue Date: 6/13/2018 Expiration: 12/10/2018 Parcel Number Applicant 126 NE 109 Street Miami Shores, FL 33161-7042 1121360090140 Block: Lot: JAMES STOBS Owner Information Address Phone Cell JAMES STOBS 126 NE 109 ST MIAMI SHORES FL 33161 305/754-8229 305/984-2860 Contractor(s) J&G CARPENTRY INC Phone (561)333-5042 Cell Phone Valuation: Total Sq Feet: $ 6,692.09 0 Type of Work: CHANGE OUT 2 DOORS NO SIZE CHANGE No of Openings: 2 Additional Info: CHANGE OUT 2 DOORS NO SIZE CHANGE Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $4.20 $2.00 $2.00 $1.40 $120.00 $9.00 $5.60 $144.20 Pay Date Pay Type Invoice # WS-6-18-67878 06/11/2018 Check #: 29075 06/13/2018 Check #: 29451 Amt Paid Amt Due $ 50.00 $ 94.20 $ 94.20 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building 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 constr t all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating ore, I authorize the above -named contractor to do the work stated. orize. ignature: Owner / Applicant / Contractor / Agent ding Department Copy June 13, 2018 Date 1 June 13, 2018 HELP APPS Miami Shores Village • Building Department BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑ ROOFING ❑ REVISION RECEIVED JUN 11 2018 CO-) 1FBC 20 t� Master Permit No. Y vS - ISq D Sub Permit No. ❑ EXTENSION 0 RENEWAL []PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: i s C' N G 10 G t% St C cek City: Miami Shores County: Folio/Parcel#: (1 •gi3G-oo-DI (-(O Occupancy Type: Load: Construction Type: Miami Dade zip: 331(0 ( Is the Building Historically Designated: Yes NO Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):.d.rC,S 5-*obS Phone#305 -1?y Address: ci-LP NE l 69 -141 5tc e_e_f City: Y \ Cvr Sk'lO C C-S State: f t Zip: 33 t u-t Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: l C -c oo ,i Lk` ...i2k Phone#: Address: i Lc \ '7 Ct Qt 1\-.) City: 1 O( \ \ �T Zip: -.7✓' r ` 1 ��1��(-�CZ(3 � State: Qualifier Name: �C—q if-yk S ' `j Phone#: j�Scrt(`i--Q State Certification or Registration #: ' 0 C3.r ' 1 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ G(.o a• O? Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ ration ❑ New Description of Work: C-har‘cC., OLk Cto 0 r(S) f'c 5 i,Z-it,C_/ Jc, Repair/Replace n Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ CCF $ CO/CC $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding;Company's Address s , City Stater 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 undei-stand 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." 7 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 I The foregoing instrument was acknowledged before me this lim .. day of ki..a .., 20 / g , by ir?�3 SAS , who is personally know 2pr who has produced /U/� as identification and who did take an oath. NOTARY PUBLIC:_ Sign: Print: Seal: MILDRED Y GOMEZ i. Notary Public - State of Florida v : Commission 4 GG 124261 My Comm. Expires Aug 24, 2021 OF,;, `,,• ..Bonded through National Notary Assn. A0�_ ��►-._��� ********************************************************************************************************** Signatur CONTRACTOR The foregoing instrument was acknowledged before me this day of <. JUl'i , 20. , by me or who has produced awn to as ` identification and who did take an oath. NOTARY PUBLIC: I APPROVED BY Seal: ' Plans Examiner a�Y r ANGE • YOUNG MY COMMISSION # FF 951069 V l -- EXPIRES: April 12, 2020 OF ctO Bonded h,ru Budget Notary Ser,icd '- e Sa Zoning (Revised02/24/2014) Structural Review Clerk Mami Shores Village Building Department 10056 N.E.2nd Avenue Genii Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 inspectio requirements for: Windows Doors ,S or Fixed Glass _1c..addin 1.Per Upon issuance of permits for the scope of workinvolving-the removal: % g- d/or replacement of any type of windows, doors, sidelites, skylights or fixed gl� (cl! ding the permit holder or qualifier bearing hs signature on the permit application hail abide by the requirements of this deponent 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 windowr/door framin g in -progress inspection, prior to concealment of any -horizontal or vertical dip mullion, bucks, shim 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 /31 jr101 3D Date Pint Name AC RE1 CERTIFICATE OF LIABILITY INSURANCE ‘rr.•••- - GATE (MMlDDlYYYV) 05/01/2018 THIS CERTIFICATE IS,ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the p0 icy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s), PRODUCER Seeman Holtz Property & Casualty - Stirling Ins 301 Yamato Road #2250 Boca Raton FL. 33431 CONTACT Tamilyn Soya NAME: PHONE (581) 338-3030 AX (581) 338-3055 AaAIL Ex1): (A/C, Nay. I ADDRESS: tSOsa@seemanhOltzpc.Com INSURER(S) AFFORDING COVERAGE NAIC 4 INSURER A : Colony Insurance Co. 39993 INSURED J & G Carpentry, Inc. 13461 79th Court North West Palm Beach FL 33412 INSURER a : Depositors Insurance Company 42587 INSURER C : Florida Workers Compensation JUA IN D : RLI Insurance Company 13056 INSURER E INSURER F COVERAGES CERTIFICAT NUMBER: CL1 4271 23 RE ER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WTH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, IN R ( TYPE OF. INSURANCE INSD � POLICY NUMBER POLIOIYYY PMIICY�XP (MM/Dt3N1'YY) LIMITS A X COMMERCIAL GENERAL LIABILITY �(MMIODlYY1'Y) 103GL000383805 05/02/2018 05/02/2019 EACH OCCURRENCE 1 000,000 5 CLAIMS -MADE Xi OCCUR DAMAIJE 10 RENTED PREMISES (Ea occurrence) $ 100,000 MED EXP (Any ono person) $ 5,000 PERSONAL&ADM INJURY 9 1,000,000 GEMLAGGREGATE P POLICY OTHER' LIMIT APPLIES PRO JECT PER, LOC GENERAL AGGREGATE. 5 2,000,000 PRODUCTS .COMPJOPAGG $ 2,000,000 S B AUTOMOBILE LIABILITY ANY AUTO OWNED X SCHEDULED AUTOS NON•OWNED AUTOS ONLY ACPBAP05974894493 05/02/2018 05/02/2019 COMBINED SINGLE LIMIT (Ea accident) S 1,000,000 BODILY INJURY (Per person) $ BODILY. INJURY (Per acci<ien0 3 PROPERTY DAMAGE (Par accident PIP -Basic $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE 5 DED I RETENTION a $ C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y f N ANY PROPRIETOR/PARTNER/EXECUTIVE ( •'M OFFICEREMBER EXCLUDED? l I (Mandatory in NH) if yes. describe under DESCRIPTION OF OPERATIONS below N fA 8FR13UB-6G44693-0-17 06/17/2017 06/17/2018 . PER OTH- STATUTE ER E.L. EACH ACCIDENT $ 1,000.000 E.L. DISEASE - EA EMPLOYEE g 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 0 SURETY BOND RSB2004673 07/09/2017 07/09/2018 BOND AMOUNT 3100,000 DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES (ACORO 101, Additional Remarks Schodulo, may be attached If more space is rodutred) State General Contractor CGCO22831. CERTIFICATE HOLDER CANCELLATION Miami Shores 10050 NE 2 Ave Miami Shores Village FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) L 1988-2016 ACORD CORPORATION. All nigh The ACORO name and logo are registered marks of ACORD reserved. { roperty Search Application - Miami -Dade County https://www.miatniciaoe.govipropertysealciiH7, IMPORTANT MESSAGE When buying real estate property, you should not assume that property taxes will remain the same Whenever there is a change in ownership, the assessed value of the property may reset to full market value. which could result in higher property taxes. Please use our Tax Estimator to approximate your new properly taxes. The Property Appraiser does not send lax bills and does not set or collect taxes. Please visit the Tax Collector's website directly for additional information. Address Owner Name Subdivision Name Folio SEARCH: 126 NE 109 ST PROPERTY INFORMATION Folio: 11-2136-009-0140 Sub -Division: DUNNING MIAMI SHORES EXT NO 5 Property Address 126 NE 109 ST Miami Shores. FL 33161-7042 Owner JAMES R III STOBS &W CARIDAD Mailing Address 126 NE 109 ST MIAMI SHORES. FL 33161-7042 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SO Primary.Land Use 0101 RESIDENTIAL - SINGLE FAMILY 1 UNIT Bedst Baths! Half 3/2/0 Floors Living Units 1 Actual Area 2,948 Sq. Ft Living Area 1.946 Sy Ft Adjusted Area 2,328 Sy Ft Lot Size 9.300 Sq Ft Year Built 1950 Featured Online Tools Iof4 4/30/2018, 7:29 Pr roperty Search Application - Miami -Dade County https://www.miamidade.gov/propertysearch/4/ Comparable Sales Glossary Non -Ad Valorem Assessments PA Additional Online Tools Property Record Cards Property Search Help Property Taxes Report Discrepancies Report Homestead Fraud Tax Comparison Tax Estimator TRIM Notice Value Adjustment Board ASSESSMENT INFORMATION Year 2017 2016 2015 Land Value 5232,690 5199.874 5164,822 Building Value S162.029 5162.029 $162,029 Extra Feature Value 522,396 522,563 $17,315 Market Value 341 7,115 5384.466 5344.166 Assessed Value 5277,084 5271.385 5269,499 TAXABLE VALUE INFORMATION 2017 2016 2015 COUNTY Exemption Value 550,000 S50.000 550,000 Taxable Value 5227,084 5221,385 5219,499 SCHOOL BOARD Exemption Value 525.000 525.000 525,000 Taxable Value $252.084 5246.385 $244,499 CITY Exemption Value 550,000 $50,000 550.000 Taxable Value 5227.084 5221,385 5219.499 REGIONAL Exemption Value 550,000 S50.000 550,000 Taxable Value 5227,084 5221,385 5219,499 BENEFITS INFORMATION Benefii Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction 5140,031 5113,081 574,667 Homestead Exemption 525.000 S25,000 $25,000 Second Homestead Exemption 525,000 525,000 525,000 Note: Not all benefits are applicable to all Taxable Values (i.e County, School Board. City. Regional). FULL LEGAL DESCRIPTION DUNNINGS MIAMI SHORES EXT NO 5 PB 48-21 LOT 6 BLK 216 LOT SIZE 75.000 X 124 OR 20757-3432 10 2002 4 COC 22965-3038 12 2004 1 SALES INFORMATION Previous Sale Price OR Book -Page Qualification Description 2 of 4 4/30/2018, 7:29 Pf • REPLACE DOORS IN 2 OPENINGS ONLY. NEW DOORS TO BE IMPACT RESISTANT - HURRICANE SHUTTERS NOT REQUIRED. RECEIVED JUN112018 ct-ikuott 2 1 72" X 80" 72" X 80" I bN/"S 1 8-Lc,o PEAMiT #: MIEMi Shores Village APPROVED BLDG DEPT SUBJECT CO CC,C4IPI.IA NCE WI II -I AI I.FE.JFRAL 70_, ••.• �. . • ••• • ,. • •• • STATE ANu (r INN, f rsUL-S AND %•:•;••,iIoN;S • • .••• • •• .• • • • • •• • • • OPENING NO. WDTH. HGT. SQ. FTG. WIND ZONE OPENING PRESSURES POS. NEG. PRODUCT APPROVAL (N.O.A. #) DESIGN PRESSURES POS. NEG. • - • • • • • • CO4I0ItRIYS . • • • � . •. . • ; 1 72 80 40.00 4 36.4 -39.8 FL21855.5 58.8 -80.0 FLORIDA'RQW- LSMI 2 72 80 40.00 5 36.4 -46.4 FL21855.5 58.0 -80.0 FLORIDA ROOM - 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. LESS THAN 30% OF STRUCTURE'S VALUE. NOT A RENOVATED BUILDING. EXEMPT FROM 2017 ENERGY CONSERVATION CODE. 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 2 IN STOBS RESIDENCE 126 N.E. 109TH STREET MIAMI SHORES, FLORIDA DOOR REPLACEMENT PLAN 01/09/2018 - 12:09pm inteml V:\Projects\_Master Plan Sheet Store \Windows-Doors-ShuttersWOO Wind Charts\_Reference\2017 Windload Charts References\2017_b FBC WIND CHART.dwg 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING INTERIOR ZONEjPRESSURES Mean J Roof DESIGN PRESSURES (PSF) - Z • E 4 Tributary Area (5. Ft --Heigght 10 20 30 40 I 5'-43.4 -41.6 -40.. -39. j +40.1 +38.2 +37. - +36. 3'.9- 18 ft -45.1 -43.3 -42.2 - . `40: +41.6 +39.7 +38.6 +37.9 +37.3 20 ft -46.2 -44.2 -43.1 -42.3 -41.7 +42.6 +40.6 +39.5 +38.7 +38.1 25 ft -48.4 -46.4 -45.2 -44.4 -43.7 +44.6 +42.6 +41.4 +40.6 +39.9 30 ft -50.3 -48.2 -47.0 -46.1 -45.4 +46.3 +44.3 +43.0 +42.2 +41.5 35 ft -51.9 -49.8 -48.5 -47.6 -46.9 +47.9 +45.7 +44.5 +43.6 +42.9 40 ft -53.4 -51.2 -49.9 -49.0 -48.3 +49.2 +47.0 +45.7 +44.8 +44.1 45 ft -54.8 -52.5 -51.1 -50.2 -49.5 +50.5 +48.2 +46.9 +45.9 +45.2 50 ft -56.0 -53.7 -52.3 -51.3 -50.6 +51.6 +49.3 +47.9 +47.0 +46.2 55 ft -57.1 -54.7 -53.4 -52.4 -51.6 +52.7 +50.3 +48.9 +47.9 +47.1 60 ft -58.2 -55.8 -54.3 -53.3- +53.6 +51.2 +49.8 +48.8 INTERIOR ZONE(), EXTERIOR ZOO EXTERIOR ZONE®PRESSURES Mean DESIGN PRESSURES (PSF) - ZO E 5 Oof Tributary Area - - 3 t 10 20 30 40 50 15 ft -53.6 -50.0 -47. ` -46.4 -45.2 +40.1 +38.2 +37.2 +36. • +35.9 18 ft -55.7 -52.0 -49.8 -48.2 -47.0 +41.6 +39.7 +38.6 +37.9 +37.3 20 ft -57.0 -53.1 -50.9 -49.3 -48.1 +42.6 +40.6 +39.5 +38.7 +38.1 25 ft -59.7 -55.7 -53.3 -51.7 -50.4 +44.6 +42.6 +41.4 +40.6 +39.9 -62.1 -57.9 -55.4 -53.7 52.4- 30 ft ! "+ +46.3 +44.3 +43.0 :+4-47.T +41.55 35 ft -64.1 -59.8 -57.3 - - -5,�r +47.9 +45.7 +44.5 +_ . --+42 40 ft -65.9 -61.5 -58.9 t- 7. _LL 5.6 +49.2 +47.0 +45.7 ' '44.:y - • �- 1` 45 ft -67.6 -63.0 -60.4 -58.5 57:0 +50.5 +48.2 +46.9 +45.9 +45.2 50 ft -69.1 -64.4 -61.7 -59.8 -58.3 +51.6 +49.3 +47.9 +47.0 +46.2 55 ft -70.5 -65.8 -63.0 -61.0 -59.5 +52.7 +50.3 +48.9 +47.9 +47.1 �"T660 - -71.8 -67.0 -64.1 -62.1 -60.6 f/J +53.6 +51.2 +49.8 +48.8 +48.0 a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF M -ROOF HEIGHT, WHICHEVER I5 SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT. USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF / a a ROOF HEIGHT ELEVATION GHT EXPLAINED PEAK ROOF HEIGHT MEAN ROOF HEIGHT ISOMETRIC LEAST HORIZONTAL DIMENSION •• • • • • • • •©• .f ..PL N:IEiV: COMPLEX CORNERS WIND VELOCITY = 175 MPH EXPOSURE 'C' ENCLOSED STRUCTURE, FLAT TERRAIN MRH<_60' BASED ON Kd = 0.85 MRH = MEAN ROOF HEIGHT (SEE BELOW) INSTRUCTIONS FOR TABLE USE: �, IDENTIFY THE ZONE OF THE OPENING,A RIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE i 1. BELOW NY Q STIONAB EIOP N1 PROVIDED BECONSIDE 6D THE MORE CRITICAL (EXTERIOR) ZONE 5. 2. IDENTIFY THE BUILDING MEAN (A,'J�ERAGEJ��� PEAKO(HIGHE LOWEST RO GHD ELEVATION. IF MEAN ROOF HEIGHT CANNOT EIl7EN IFI�D, ll TH 2.1. ALWAYS ROUND UP RO F HEIGI:„T5TO NE LE VALUE. 2. VALID FOR ALL ROOF S EFOR SLOPEN EE AN ENGINEER FOR REDUCTIONS. 3. CALCULATE THE TRIBUTARY�S:' AREAEOPE `I STION AS THE GREATER OF (HEIGHT TH) OR THE SPAN LENGTH (HEIGHT)"'-ArEFOtIVE WIDTH OF 1/3 THE HEIGHT (HEIGHT 2 / 3). 3.1. USE THE AREA BETWEEN STRUCTu A`COPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS, COLUMNS, ETC. 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST (10 SQUARE FEET) SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 4READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 5. 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: 14 TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 ►VFt 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 VELOCITY & EXPOSURE SPECIFIED. 'WORST CASE' CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. 2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS 41,3 THAN THE RATED LIMITING WIND VELOCITY ABOVE. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. NO HILLS SHALL BE NEARBY AREA. 4. INTERNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 5. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 7. THIS DOCUMENT IS A MASTER PLAN SHEET, NOT A SITE -SPECIFIC DOCUMENT. 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE & RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. 9. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES (ASD) AS LISTED. APPLICATION OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, & OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF THE USE OF THESE TABLES IS+OFF.ERED-HEREIN. 10. THIS SPECIFICATION DOES NOT,-,OFFER-ArkpRODt"JZ'1 D CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER'APPRO,VALS`FOR,DES1GN. STALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO KE \7EIjIEIEED 8YYOTtER ACCORDANCE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCAL IMPACT PR ECTI.OASVST 6RDINANCES. 12. NO CERTIFICATION IS OFFEREDFO�t EGR F T 6 HOST STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVIDED HER O ADDITI bNA ERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. VCi m Z 2 0 N 0 ��= 2 N A �-_ �• 00 r m>CT m O z A 3m�73Z ZI1 i0"G _Im �T m311in In m�lsl o T x n C Z ,,,, (n z m Z 1 m-I 3 Zau��i TALI • z z rn c, coz Qp • m r O O C Z •• • rnI71 0 rn 0 • z V) -n z r 0 •• • • • •• 1v3S )2 1VIIDIC In m z cn t'It'-LISdN-00 n O 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 UPDATES, 2017 FBC FLB FLB 12/17 THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF ENGINEERING EXPRESS. ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 6TH EDITI4�1 •FLCIRIbA BI,UL• I9G CODE• • • ASCE 7-10, CHAPTER 30 DESIGN LOj\ps FFR CQM o'JEjVT & CLADDING :MASTERrLAN€HEET • • • • • • • • • • • • 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 N � w A 0 ai \' ik -n A o Z o03 ,o m � D 0 O m/ I Florida Building Code Online C r or BCIS Home Log In User Registration Product Approval USER: Public User Hot Topics Submit Surcharge Stats & Facts rnduct Anoroval Menu > Produh or Acolicatio❑ SParcn > Annlication 1 fgt. > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL21855-R1 Revision 2017 Approved Publications Assura Windows & Doors 1543 N. Powerline Road Pompano Beach, FL 33069 (305) 887-2646 Ext 155 gberos@assurawindows.com Gerardo Beros gberos@assurawindows.com FBC Staff BCIS Site Map • • • • • •• • • • • • • • • • • • • • • • • •• • • • • • Exterior Doors • • • • •• • Swinging Exterior Door Assemblies • ••• • • •••. • • • • • • • •• • • • • • • • • •• • • • • •• • Links Search • • • • • • � • • • • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Javad Ahmad Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By PE-70592 National Accreditation and Management Institute 12/31/2018 Jesus Gonzalez, P.E. ❑� Validation Checklist - Hardcopy Received FL21855 R1 COI SS-Assura-French Doors -CI 2017.pdf Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 hnp:9www.Iloridabuilding.orgipr/pr_app_dtl.asps^parain=wGEVNOwrDquipclifr6YQjHmPoNY9FDEk0A0.jch.csxcyczV2eeR69g%3d°,0d[2/13/2018 12:16:01 PM] Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # Model, Number or Name Method 1 Option D 12/15/2017 12/17/2017 12/19/2017 02/13/2018 21855.1 i Series "1800" Aluminum Outswing French Door w/wo Sidelite Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/-65 Other: See attached drawing W15-58 for span vs load combinations and installation instructions. Description Large missile impact resistant aluminum outswing French door w/wo sidelite. Installation Instructions FI 21855 R1 II SS -Series 1800 Alum OS French Door-2017 DWG W15-58,odf Verified By: Javad Ahmad PE # 70592 Created by Independent Third Party: Yes Evaluation Reports FL21855 R1 AE SS -Series 1.800 Alum Outswing French Door ILMI)-PAE 2017.odf Created by Independent Third Party: Yes 21855.2 Series "La Francais" Aluminum Outswing French Door w/wo Sidelite Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +70/-100.9 Other: See attached drawing W15-70 for span vs load combinations and installation instructions. 21855.3 Series 230 Aluminum Outswing w/ Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-69.7 Other: See attached drawing W15-33 for span vs load combinations and installation instructions. r•-•• Non -impact resistant aluriiinum•outswin/pospilt door w/wo sidelite. • • • • Installation Instruction • • • • F121855 R1 II SS -La French Doo6(NI1-201Z DWG • W15-70.pdf Verified By: Javad Ahmal P1 # 70592 • Created by Independent T? - arty: Y25 • Evaluation Reports • • • • FL21855 RI AE SS -La tnrais Frenct. boar t1VI)-PAF• 2017.odf • Created by Independent•fhir' Party: Yes • • • • •• • ••••••'. • • • • • • • • • • Door Non -impact resistant aluminum•utswing door with sicW.: •• • •• • • • • • • -- Installation Instructions FL2185_5 R1 JI S5-230 Outswing Door (NI)-2017 DWG W15- 33.pdf Verified By: Javad Ahmad PE # 70592 Created by Independent Third Party: Yes Evaluation Reports FL21855 Ri AE SS-230 Outswing Door (NI)-PAE 2017.odf Created by Independent Third Party: Yes 21855.4 Series 230 Aluminum Outswing Door w/ Sidelites Large missile impact resistant aluminum outswing door with sidelites. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +80/-90 Other: See attached drawing W15-32 for installation instructions. Installation Instructions FL21855 R1 II S5-230 Outswing Door (LMI)-2017 DWG W15-32.pdf Verified By: Javad Ahmad PE # 70592 Created by Independent Third Party: Yes Evaluation Reports FL21855 R1 AE 5S-230 Outswing Door (LMI)-PAE 2017.odf Created by Independent Third Party: Yes 21855.5 Series 249 Aluminum Outswing Door w/ Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +100/-141 Other: See attached drawing W15-30 for span vs load Large missile impact resistant aluminum outswing door with sidelites. Installation Instructions FL21855 Ri II SS-249 French Door (LMI)-2017 DWG W15- 30.pdf Verified By: Javad Ahmad PE # 70592 Created by Independent Third Party: Yes Evaluation Reports wrrw.tlondabuilding.orgrpnpt_app_dtl.aspx?param=wGEV\QhctDqufj9QzTt6YQjFImPoNY9FDEk0A0jchxsxcyczV2eeR69g%3d%3d[2/13/2018 12:16:01 PM] F[orida Building Code Onliti r-- combinations and installation instructions. FL21855 RI AE SS-249 French Door (LMI)-PAE 2017.pdf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Rnad. Tallahassee FL 32399 phone' 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: hec Credit Card Safe securitvMFTRICS . • •• • • •• • • • • • • • •• • • • • • . • • • •• . •. • • • • • • .••• • • • • • • • • • • • • . •. • • . • • • • • • • . • • • .•• • .. • • . • • • � • • i hup:annww.11oddabuilding.orgipr/pr_app_dtl.aspa?param—wGEVNQ+IDquf9QzTt6YQjl-1mPoNY9FDEk0AOjchxsscyczV2eeR69g%3d%3d[2/13/2018 12:16:01 PM] 1111111 CONSULTING ENGINEERS & PRODUCT DEVELOPMENT November 22, 2017 AL-FAROOQ CORPORATION Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 Ref: Assura Windows & Doors, LLC Series "La Francais" Aluminum Outswing French Door w/wo Sidelite - N.I. •••• Series 230 Aluminum Outswing Door w/ Sidelites - N.I. • • •••••` Series 230 Aluminum Outswing Door w/ Sidelites — L.M.I. '• ••• • • Series "1800" Aluminum Outswing French Door w/wo Sidelite ..xv I.• Series 249 Aluminum Outswing Door w/ Sidelites — L.M.I. •••• • • •Certificate of Independence • • • Dear Sirs, ••• •• • As the design engineer retained by Assura Windows & Doors, LLC. ort the Zwhict referenced above, I do hereby declare that I do not have and will not:Uwe:any fib n.cial interest in any company manufacturing or distributing the above referenced procttjcti,xor do I have or will have any financial interest with any other entity involved in the approval process of the product. Sincerely, 9360 Sunset Drive, Suite 2201 Miami, FL 331731 T: 305.264.8100 I F: 305.262.6978 I www.afceng.com I alfarooq@afceng.com GLASS D .0 DIMS., D.L.O. HEIGHT (DOOR & SIDELITE) = FRAME HEIGHT - 14.875" D.L.O. WIDTH (X DOORS & 0 PANELS) = FRAME WIDTH - 11.875" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 20")/2 0 LOCK OPTIONS SEE SHEET 5 DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES-249 ALUMINUM FRENCH DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE DR BOTH SIDES OF DOOR. SEE SHEET 6 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY W000 BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEOUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. HEAD/SILL CORNERS = g 11 (c)- o 23 — 41 7/8" FRAME WIDTH O 15" MAX. BEAD/SILL ,I' / 30" D.L. OPG. 38 5/8" • LEAF WIDTH TYPICAL ELEVATION ( X ) SINGLE LEAF DOOR SURFACE APP/E - FALSE MUNTINS MAY BE USED HINGE OPT101 — SEE SHEET HEAD/SILL ANCHORS AT STILE ENDS (6) AT 3" 0.C. 6" MAX. HEAD/SILL CORNERS 80" 3 \\TYP. O FRAME WIDTH \ 15" MAX. MEAD/SILL \ / \LOCK OPTIONS_ \SEE SHEET 5 1 \ n \ INACTIVE \_ 514 ACTIVE I I C 30" D.L. OPG. 38 5/8" LEAF WIDTH I 29 7/8" D.L. OPG. 38 5/8" LEAF WIDTH TYPICAL ELEVATION ( XX ) DUAL. LEAF DOOR U DOOR OPTIONS •• ••• • • • • • •• • • • • • • •• ••• •• • • • •• • • • ••• ••• ••• • • • • • • • • • ••• • • • • • • • • • •• • • • •• •• •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A- CONTRACTOR TO RE RFSPONSIRIE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIOCO HE/51K DOLS N01 DEVIATE FROM THE CONJIIIONS DETAILED ON THIS DOCUMENT. 8- THIS PRODUCT EVALUATOR DOCUMENT WILL BE CONSIDERED INVALID IF • ALTERED BY ANY MEANS. C.SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED IN01vEER OR ARCHITECT WHICH W1_L BECOME THE ENGINEER OF RECORD (E.0 R) TOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER ` 5F OF THE P E. ENGINEER OF RECORD. ACTING AS A On FOATE0 ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RESEW. 0- THIS P.E.O. SHALL BEAR THE GATE AND ORIGINAL SEAL AND SIGNATURE OE THE PROFESSIONAL ENGINEER OF RECORD THAI PREPARED n. FL #21855 ``11111 FJ1LL1.L'�7�)),�%% 70892 Sealed:12/14/2017 U 0 I Y A drawing no. W15-30 sheet 1 0116 6" MAX. HEAD/SILL CORNERS 41 7/8" 1 SIDELITE FRAME WIDTH ti NP F 1 1/4" MAX FRAME WIDTH 80" MAX. HEAD/SILL ANCHORS AT STILE ENDS (6) AT 3" O.C. 1 1/4" MAX ANCHORS AT MULLION Af 4", 7" & 10" FROM END OF /"-FRAME AT DOOR AND SIDELITES / TYP. AT HEAD/SILL 41/7/8" XX DOOR FRAME WID 15" MAX. HEAD/SILL III SIDELITL FRAME WIDTH . .._ — r rr . •f f, f 1 ,. f-f--- 1 /f- _ .. / O FRAME HEIGHT 106 3/8" LEAF HEIGHT 94 1/8" MAX. — — o o — / / HINGE OPTIONS SEE SHEET/ 5 / / / \ \ LOCK OPTIONS SEE SHEET 5 \� \ \ \ \ \ \ ` , J�, ``\ l \1 /:,.( © __/ti-_ / / / / , ._ \ / U_.__1 / // -if____ ;; __U____ ___N___ 4 n — INACTIVE \ W ACTIVE -' - 3D" D.L. OPG. 38 1/8" LEAF WIDTH 30" D.L. OPG. 38 5/8" LEAF WIDTH 29 7/8" 38 5/8" LEAF WIDTH TYPICAL ELEVATION ( OXXO ) WITH PANEL NH/ELITES SIDELITE OPTION 30" D.L. OPG. 38 1/8" LEAF WIDTH • • • • • • • • • SURFACE APPLIED FALSE MUNTINS MAY BE USED • • 41041 • • • • • • • •• ••• •• • • • •• • 000 ' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 410 • • • • •• •• •• • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • ‘11 IIIli7 'ys ocENSB •'• No. 70582 ®tea'•. FL #21855 //,';910dYAL ">" Sealed:12/14/2017 COMP -ANL\W15-30TM Cle 4 J J i 0 al OHO O •1 p x . N o LL c t O � u a V N O N C 30m 3a OZ g y^� pro a co E 0 drawing no. W15-30 sheet 2 of 16) 6" MAX. HEAD/SILL CORNERS u. 46 5/16" TYP. 15" MAX. HEAD/SILL K 41 5/8" D.L. OPG. 46 3/8" SIDELITE WIDTH FRAME WIDTH 30" D.L. OPG. 38 5/8" LEAF WIDTH LEAF WIDTH TYPICAL ELEVATION ( OXXO ) WITH DIRECT SET SIDELITES SIDELITE OPTION HEAD/SILL ANCHORS AT STILE ENDS (6) AT 3" 0.C. ANCHORS AT MULLION AT 4". 7' & 10" FROM ENO OF 7-FRAME AT DOOR AND SIDELITES TYP. AT HEAD/SILL SURFACE APPLIED FALSE MUNTINS / MAY BE USED •• ••• • • • • • • • • • • • U • • • •• • • 0400 • • • • • • • • ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0410 • • • • 000 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 41 7/8" FRAME WIDTH 6" MAX. 15" MAX. HEAD/SILL MEAD/SILL1 Al CORNERS C4� 0 C1 \ 0 4) 'C1 t, 15 —V x D1 / Li / 30" D.L. OPG. 38 5/8" LEAF WIDTH TYPICAL ELEVATION (x) FOR DESIGN LOAD CAPACITY SEE SHEET 5 SINGLE LEAF DOOR WITH SINGLE HUNG WUW. INSERT S.H. WINDOW INSERT OPTION • • • •• ••• •• • • • •• 31" r WINDOW WIDTH 28'• D.L. OPG. (FIXED) 10 1/2" HEAD r D.L. OPG. (VENT) 28 7/8" VENT WIDTH 5" MAX. HEAD/SILL CORNERS NOTE: SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. Dp = +65 * —80 PSF * EXT.(+) Dp WITH HIGH THRESHOLD, LIMITED TO +58 PSF WITH STD. THRESHOLD •• ••• • • • • • •• • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • .•. • • • • 000 • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • • • No.70592 sT FL #21855 '7S`®IN uo% Sealed:12/14/2017 drawing no. W15-30 sheet 4 of 16) DOOR WIDTH, ACTNE (X ) SINGLE LEAF (X) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF FRAME WIDTH INCHES FRAME HEIGHT INCHES GLASS TYPES 'A' 0R 'AI' GLASS TYPES 'B' 0R 'DI' EXT.(+) INT.(-) E%T.(+)I INT.(-) 42 109 80.0 80.0 100.0 1141.0 EXT.(+) LOADS SHOWN ABOVE ARE wRH HIGH THRESHOLD FOR STD. THRESHOLD uMIT EXT.(+) LOADS TO 58.0 PSF LOCKS: OPTION #1 STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 48" FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 39-1/2" FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (4) AT DOUBLE(XX) DOORS, (2) AT SINGLE(X) DOORS OPTION #7 MULTI -POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED AT 40-I/2" FROM BOTTOM OF ACTIVE LEAF LOCK STILE FASTENED WITH (2) #12-28 X 2-1/4" OH MS METALLIC STRIKE PLATE AT 40" FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH (3) #10 X 1/2" FH SMS MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE OPERATORS AT 10-1/2" & 76-1/2" FROM BOTTOM FASTENED WITH (2) 18-32 X 1/2" FH MS (FLUSH BOLTS AT TOP & BOTTOM OF ACTIVE AND INACTIVE LEAFS TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) FRAME HEIGHT ( XX ) DOUBLE LEAF (XX) DOORS WITHOUT SIIELITES DESIGN LOAD CAPACITY - PSF GIASS TYPES FRAME WIDTH FRAME HEIGHT A', 'Al', 'B' OR 'B1' INCHES INCHES EXT.(+) INT.(-) 80 109 80.0 80.0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMB EXT. +) LOADS TO 58.0 PSF HINGES: OPTION #1 7-5/8" LONG ALUM BUTT HINGES, AT 12" FROM EACH END AND ONE AT MIDSPAN OF LEAF. OPTION /12 3-1/4" LONG ALUM PIVOT HINGES, AT 12" FROM EACH END AND ONE AT MIDSPAN OF LEAF. FASTENED TO FRAME WITH (2) 1/4-20 X 1-1/2" MS FASTENED TO PANEL WITH (2) 5/16-18 X 1-1/2" MS SEALANTS: • • FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED • • WITH WHITE COLORED SEALANT. • SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICOAe • • • • • • • • • • • • • •• ••• • • • • • •• • • • • •• • • • •• • 0110 • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • SINGI.E LEAF (X) DOORS WITH S.H. INSERT DESIGN LOAD CAPACITY - PSF FRAME WIDTH INCHES FRAME HEIGHT INCHES GLASS TYPES • D00R 'A'• 'Al', 'B' OR '81' EXT(.) 1 rINT.(-) 42 109 65.0 I 80.0 CLASS TYPE 'F' 4 S.H. WDW EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD UMFT EXT.(+) LOADS TO 58.0 PSF NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC- 219 FL #21855 \,111111lJ7)/. ��'� \.10ENSF''•. R1D1. ,//1III11)) Sealed'12/14/2017 0 0 SERIFS-249 PLUM OUT -SWING DOOR W/ SIDELITES (LMJ date l by@eecni ion 2 drawing no. W15-30 sheet 5 of 16 STATIONARY PANE. (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY - PSF PANEL/DIRECT SET GLASS TYPES FRAME HEIGHT DOOR WIDTH SIDOUTE WIDTH A, Al', '8' OR 'R1' INCHES INCHES INCHES EXT. (+) INT. (-) 81 4180 (XX)%) 48 80.0 69.7 85 41 7/8 (1') 80 (XX) 48 80.0 69.7 91 4180 (XX) 7/8 %) 46 80.0 89.7 97 418 80 (%%)%) 42 80.0 79.6 103 41 7/8 (X) 80 (XX) 42 80.0 79.6 109 41 7/8 (X) 80 (XX) 41 7/8 80.0 80.0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT EXT.(+) LOADS 70 58.0 PSF NOTE: FOR DOORS CAPACITIES SEE SHEET 5. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. 1-I/4' DIRECT SET SIDELITE WIDTH DOOR WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-2 1 9 (X) OR (XX) PANEL SIDELITE WIDTH lit LEAF WIDTH 1-1/4' PANEL SIDELITE WIDTH ACTIVE DOOR WIDTH INACTIVE X) 000R WIDTH DOOR W. SIDELITE W. ( X0 ) ( OX ) SIDELITE W. DOOR W. A \ \ \ \ ;/. / is / / / / / \ \ V •• • • • • • • • • • • •• • • • •• • • • •• •• •( 41 •O • •• • (XX) • • • • • • • • • • • • • • • • • • • • • • • •• • • •• •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 3 SIDELITE W. DOOR W. r, SIDELIT W.• STATIONARY ( 0 ) SIDELITE W. // // i% \ \ SIDELITE W. DOOR W. ( OXO ) A / \ / \ / \ \ / \ / \ / - \ V ( OXXO ) 13 ,00 0,00 No.70592 3T FL #21855 //4/LtR1141t‘``� Sealed:12/14/2017 SERES-249 ALUM 00-SWING 0 3 drawing no. W15-30 sheet 6 of 16 3/16" HEAT STREN'D GLASS 090" Interloyer Sotlez Clear And Color Gloss 1By 'Eastman Chemical Co.' 1 3/16" HEAT STREN'D GLASS SILICONE GE RGS7701 f GE 1200 37 � w Z 3 yr GLASS TYPE 'A' J3/16. HEAT STREN'D GLASS V1/4" AIR SPACE 3/16" HEAT STREN'D GLASS \ l .090" Interloyer - Saflex Clear And Color Gloss By 'Eastman Chemical Co.' - 3/16" HEAT STREN'D GLASS SILICONE GE RGS7701 : GE 1200 � N ALUMINUM SPACER /8 SMS AT 4-1/2" FROM ENDS AND 10-1/2" 0.C. AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' GI.AZING OPTIONS GLASS TYPES 'A' OR 'B' (ABOVE) SILICONE GE RGS7701 GE 1200 AT 1/4 POINTS ON LITES WIDER THAN 36" GLAZING DETAILS AT SIDELITE GLASS TYPES 'Al' OR 'B1' (ABOVE) -- 3/16' HEAT STREN'D GLASS .090" Interloyer SentryGlas IBy 'Kuraray America, Inc.' r 3/16" HEAT STREN'D GLASS SILICONE GE RGS7701 GE 1200 GLASS TYPE 'H' SILICONE GE RGS7701 GE 1200 AT 1/4 POINTS ALL SIZES -3/16" HEAT STREN'D GLASS \1/4 MR SPACE - 3/16" HEAT STREN'D GLASS .090" Interloyer SentryClos By 'Kuraray America, Inc.' 3/16" HEAT STREN'D CLASS SILICONE GE RGS7701 1200 p S U ALUMINUM SPACER #8 SMS AT 4-1/2" FROM ENDS iAND 10-1/2" 0.C. AT 1/4 POINTS ALL SIZES GLASS TYPE 'HL' • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• •• •• • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 410 • • • • • • • • • 44140 • • • 000 • • - 1/8" HEAT STREN'D GLASS .090" Interloyer - SentryGlos By 'Kuroroy Americo, Inc.' 1/8" HEAT STREN'D GLASS SILICONE GE RGS7701 GE 1200 GLASS TYPE 'F' (S.H. WINDOW WITH SINGLE DOOR APPLICATION ONLY) FL #21855 S�'-''�1ceNSF No. 70592 OF • • OR10P.--'�,®`�� �1111111t11 Sealed:12/14/2017 c 1 i,`� drawing no. W15-30 (sheet 7 of 16 U x 3/8" X 3/8" WF.FPS_ 1/2" FROM SILL ENDS TYPICAL ANCHORS -SEE Et EVATIONS FOR SPACING ALTERNATE • ANCHOR• LOCATION TYPICAL ANCH RS SEE ELEVATIOIS FOR SPACING HIGH THRESHOLD APPR'D FOR WATER RESISTANCE LIMIT MAX. EXT(+) LOADS TO 100.0 PSF (SINGLE D00 LIMIT MAX. EXT(+) LOADS TO 80.0 PSF (DOUBLE D00 OPERATING UNITS EOGE• OIST. ALTERNATE 1BY WOOD BUCK (SEE NOTE SHEET TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING a) NM 11111111 TYPICAL ANCHORS EDGE DIST. SEE ELEVATIONS • FOR SPACING • • STANDARD THRESHOLD • • APPR'D FOR WATER RESISTANCE • LIMIT MAX. EXT(+) LOADS TO 58.0 PSF EDGE DIST. BY 1800D BUCK /W00DATRUCTURE (SEE N0 HEET 1) TYPICAL ANCHORS • SEE ELEVATIONS FOR SPACING METAL EDGE STRUCTURE DIST. • • L TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING AljERNAlt • UI a WOOD BUCKS AND METAL STRUCTURE NOT BY ASSURA WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ITYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy."155 KSI) INJ Ltlt YVUUU buu1\J UK rvuuu JINOI.IVKCJ 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD 0R JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c m 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. •• • • • • • • • • r •• • • • • '-EEE TYPICAL ELEVA 0 SRS • :DGE DIST. • •-, • FOR SPA`INO• • • • • • • • • • • •• 'LOW IIRESNOLD • • • • • y07 APPR'D F/ WAIF: RESISTANCE • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • 000 • • OPERATING UNITS FL #21855 ``1\111111 f/f///i o''40. JGEN '•'. • Cr Z ORIO•'.•''( Sealed:12/14/2017 6a �✓I 0 tJ -J e) 0 rn CEO o Q: N v 4 O ` u C ; v H m oo 0°0 L O p o can o 0 v .0 w 0 drawing no. W15-30 sheet 8 of 16) 3/8" MAX. SHIM METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/8" MAX. SHIM .� TYPICAL ANCHOR$ SEE ELEV. FOR SPACING 16 16 J EXTERIOR D.L. OPG. LEAF WIDTH HSEE LOCK OPTIONS SHEET 5 IN -ACTIVE LEAF BUTT HINGES LEAF WIDT DOOR FRAME WIDTH MULTIPOINT LOCK---\ (E' I i _ llI : ..:.. © ._ 0 EXTERIOR LEAF WIDTH t_ SEE LOCK OPTIONS SHEET 5 DOOR FRAME WIDTH • • • • • • • •-r • • • •• • • • • • • ALTERNATE_ ANCHOR LOCATION TYPICAL ANCHORS SEE ELEV. FOR SPACING ALT. FRAME JAMB PIVOT HINGES (SEE HINGE OPTION SHE 5) ••• •• • • • • •• ••• • ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• •• •• • • • • • • • •• • ••• • • • • ••• • • • • • • • • • • • ♦ • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/8" MAX. SHIM 2BY WOOD .UCK OR OOD S " UCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING OPERATING UNITS `���1 i1�1i1 j(,Y �' 0GENBF'..1) FL #21855 Sealed:12/14/2017 0 0 V 3 drawing no.) W 1 5 — 3 0 ' sheet g of 1C 3/8" X 3/8•' WEEPS 1/2" FROM SILL ENDS L OR 19 EDGE DIST. II TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ALTERNATE ANCHOR. LOCATION I • 28 1 V ALTERNATE CANCHOR LOCATION ALT. FRAME JAMB 3/8" MAX. SHIM TYPICAL ANCHORS ' SEE ELEV.- FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING a #10 X 3/4•• PH SMS AT 6" FROM ENDS AND 24" O.C. MAX. PANEL SIDELITE INSTALLATION DETAILS EXTERIOR LEAF WIDTH #10 X 1" PH SMS AT 4•' FROM ENDS - AND 16" 0.C. MAX. SILICONE PANEL SIDELITE WIDTH CJ) 1 1/4" LEAF WIDTH BUTT HINGES DOOR FRAME WIDTH ®' •• ••• • • • • • • • a • •• • © m i • • 7 !• ••• •• • • • • •• ALTERNATE �, © N _� x I;�I� n �N Fiol� •• ••• ••• •• -ix-.• • • • • • •f • • • • • • • • • • ° •EDGE DIST. TIE E1Cq� ANCHDf)1f :••• • • • •• • • ° SEE ELEVATIONS` f • • • • FOR SPACING PANEL SIDELITE UNIT (STD. THRESHOLD) PANEL SIDELITE UNIT (HIGH THRESHOLD) ••• • • • • • • • • • • • • • •• •• ••• • • • • •• • • • f • ••• • • • • • • a ••• • • • • • • • • • • • • •• •• • ••• • • PANEL SIDELITE UNITS /\\\1111111it, / No.70592 I_ FL #21855 "' /AdAnr�i// I1fn Sealed:12/14/2017 J X E2 U J -J 0 0 V ac drawing no. W15-30 (sheet 10 of 16 EDGE DIST ° EDGE DIST. TYPICAL ANCHORS -SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING DIRECT SET SIDELITE UNITS 3/8• MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING U w SHIM .s DIRECT SET SIDELITE INSTALLATION DETAILS CMS 25 EXTERIOR O.L. OPG. DIRECT SET SIDELRE WIDTH SILICONE • • LEAF WIDTH PIVOT HINGES DOOR FRAME. WIDTH 110 X 1" PH 5MS AT 4• FROM ENDS AND 16" O.C. MAX. • • • • • • • • • • • • • • • • • •• ••• •• • • • •• • ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• •• •• • • • • • • • •• • • • DIRECT SET SIDELITE UNITS \Y111111111!l/i `.•'•\GEN3f •••. Na 70592 \-- o•' drawings no. R1ol;.••• •a/ W 15-30 FL #21855'®NA/sheet 11 of 16 n n 1111 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Sealed:12/14/2017 L3� 1.750 - d 062 1---� .500 I I T- •I 1^-.332 rtt-`` PANEL GLAZING BEAD �J 7M-155A ____ 4.000 / / V (13 1 n I• ---4.000 .712 .060 -- .062 750 1.7I50 t 2.375 III III, 0 fits -.090 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE. SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL. (303) 2649100 FAX. (303) 262-6978 3 a_ O U 2.3I75 I F-- O i) 1.843-I FRAME HEAD IM-099 I I - 1.843 - 1-.145 SIDELITE HEAD/SILL ® GW-30769 1as5 2.t25 ��` r- 2.375 ---- 8.250 ' - .850 p- f 715 050 ) -1.799 SIDELITE GLAZING BEAD (INSUL. LAM. GLASS) 1,465 ® .713 PIVOT HINGE .062 - .125 rQ 0i GW 37888 CENTER HINGE -T125 0.310 0.572 t25 r' 4.000 1.9I88 1 1.262 1 I(SERIES-249 ALUM OUT -SWING DOUR W/ SIDELITES Assura Windows & Doors, LLC. 1543 N. Powerline Rood Pompano Beach. Fl. 33069 Tel. (305) 887-2646 Foe. (—) 1.500 1.500 - 19 DOOR BOTTOM RAIL TM-29236 0.248 0.572- GW 37889-A 0OUTER HINGE HINGE PIN .250 --- 4.000 2062 I_ `3) DOOR JAMB/SIDELITE 1'750 FRAME BA5499 -T .125 875 .125 ) .062 --i-.625 .062 1.376 28 STD. SILL ADAPTER B45798 166 1.000 -I. MID RAIL CORNER CHANNEL 093 750 r �� 1.750 jI i I liI I--t.655 i LOW THRESHOLD 8970K0 1.658 3.681 HINGE f10 F.N. CM 8 1/2" SMS .625 .062 y 4.000 062 L __I. 3.875 1 ,635 � 1.275 1-- r .250 1.829--i HIGH SILL ADAPTER 29 TM-193 L--�nr 1n u-1 --�d. 1.865- 0J - 5 4.090 -IL .093I DOOR HINGE STILE TM-32995 N n'� 2.157---- 4.530 .1254 a INSUL. GLASS PANEL ADAPTER TM- 194 t 11111 2.t000 .562 t.595 930TM-32994 4 DOOR TOP/BOTTOM RAIL tr-�� 4.659 .093 i 3.500 I L i 7.689 x if--- ' 1,750 It .625 (jl CFI 187 `j .55T.040 �-t.57a-1 U U 375 I .062 F--.._..-_- F'-�.,"' i 1-- -II-.060 I ° ° 0 2.000 8 E3 4.000 (�� FRAME SILL (STD.) LJ BA5797 ---1 'H' MULLION 15 TM-121A SILL COVER 30 TM-180 �' ; f i - --�� �J BUTT 2.126 HINGE Ik- • • • • • •LEAF `�� 2.425 • •• •• ••• N" v° O --4.000 -I ACTIVE LOCK STILE TM-172 OWEATHER-STRIP ADAPTER GW-31B26 • • • • • 4.000 • .062 • • • •• • • • • • • • • • •••• •••• • • • • • • • • • 1 I I I I I \ �1\\\ 1 f2i/ / v 0 -te ^ e a v 4.659 .075 093 i0. .715 �.050 -1- -1.799-• (3� SIDEUTE GLAZING BEAD (LAM. GLASS) 3.790� + 2.040 I 1750 f 1.55a .300� L -- )• • 0 • • • • • [••1 • • • .988 • 1 0 • • I86, • • •• •• • • T. 0582 .•• �7 = I 2.011 I 71 REINFORCING8 I I --1. BAR _J2� • �• • 779 • .625- drawing no. W15-30 0 • • I • • 1 • • 3A • h>-t.760--I G • • ALT. DOOR JAMB/SIDELITE FRAME BA • • }B • ALT. FRAME COVER BA --� '• / i"1•"• (�• •• • 1O!''•' e'��i FL 21SJJ//37/®,h9m.\\,\\��`\ I 4-000 aA INACTIVE TLEAF 60OCK STILE (sheet 12 of 16) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Sealed:12/14/2017 /CI FRAME TOP CORNER SIDELITE CORNER FRAME UOTTOM CORNER DOOR LEAF CORNER MID RAIL CORNER SINGLE DOOR W/ S.H. WOW. ITEM / PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER /REMARKS 1 TM-099 1 FRAME HEAD 6063-16 - 2 BA5797 1 FRAME SILL (STD.) 6063-T6 - 2A 8970KB 1 LOW 146555010 6067-76 - 3 3A 845499 2 FRAME JAMS 6063-T6 6063-T6 - ---- BA AS RE00. ALT. DOOR JAMB/SIDELITE FRAME - 3B 8A AS REGD. ALT. FRAME COVER 6063-T6 4 T14-172 1 ACTIVE LEAF LOCK STILE 6063-T6 - 4A TM-36048 1 INACTIVE LEAF LOCK STILE 6063-T8 - 5 TM-32995 1 PANEL HINGE STILE 6063-T6 - TM-32994 1 PANEL TOP/BOTTOM RAIL 6063-T6 - 8 GW 31826 FD 107 4 3/ LEAF WEATHERSTRIP ADAPTER 6063-T6 END OF DOOR STILES (TOP/BOTTOM) BUTT HINGE 6063-T6 SULLIVAN & ASSOC. 8A - 3/ LEAF PIVOT HINGE 6063-16 LOIRA 9 GW30769 A5 RE00. SIDEUTE HEAD/SILL 6063-T6 - 10 GW 32222 2 DOOR LOCK INSERT 6063-76 LOCK STILE 11 CW-34808 2/ LEAF PRESSURE PLATE -TIE ROD ALUMINUM 4' LONG 12 FB 1202 2/LEAF FLUSH BOLT ASSEMBLY ALUMINUM SULLIVAN & ASSOC. 15 TM-121A AS REGD. 'H' MULLION 6063-T6 - 32001 AS REQ'0. FOAM FILLED BULB W'STRIPPING - .187 X .250 T-SLOT 16A 32084 AS REO'D. MULTI FLAP FOAM FILLED BULB W'STRIPPING - - 168 32011 AS RFO'0. FOAM FILLED BULB W'STRIPPING - .187 X .350 T-SLOT 17 fBGF 2/LEAF FLUSHBOLT GUIDE, LOCK STILE ENDS (TOP/BOTTOM) 6063-16 M & M PLASTICS 19 TM-29236 1 PANEL BOTTOM RAIL 6063-T6 - 20 - AS REGD. 10 x 1/2' F.H. UNDERCUT SMS. STEEL AT FLUSH BOLTS 21 22 - - 2/LEAF - 1/2"0 THREADED R00, WASHER & NUT STEEL TOP/BOTTOM END RAILS DEAD BOLT LOCKING HANDLE - KWIK-SET 23 - 1 MULTI POINT LOCH - ACTIVE LEAF, 41" FROM BOTTOM 25 - 36 DUST PLUG (OPTIONAL) PLASTIC DOOR JAMB INSTALL. SCREW HOLES 26 - AS RE01). /10 x 1" P.H. SMS. (ASSY. SCREW) STEEL DOOR FRAME MEMBERS/MULL CUPS 28 BA5798 AS READ. 5T0. SILL ADAPTER 6063-T5 - 29 BA AS REGD. HIGH SILL ADAPTER (USED WITH STD. SILL) 6063-T5 - 30 TM-160 1 SILL COVER 6063-T6 - 31 TM-182 - LOCK STILE REINFORCEMENT 6063-T6 - 35 TM-157 x SIDELRE GLAZING BEAD (LAM. GLASS) 6063-T6 SIDE LRE GLAZING PERIMETER 35A - 4 SIDELITE GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 SIDE LRE GLAZING PERIMETER 37 TM-155A OPTIONAL PANEL GLAZING BEAD 6063-T6 - 38 TM-194 - INSUL. GLASS PANEL ADAPTER 6083-T5 - 39 I _ AS REGD. SETTING BLOCKS (I/O" X 3/4" X 4" LONG) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • EPDM DUROMETER 80f5 SHORE A DOOR COMPONENTS Sealed:12/14/2017 th 2 U J L o rn o M Orn .11 W L. 0cam -1:1 C 3a � O Z o oco E drawing no. W15-30 sheet 13 of 16) EDGE DIST. C1 0 X I-I/21 FH SMS/ SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS ELEVATIONS FOR S ALTERNATE .ANCHOR LOCATION #10 X 1-1/2- FH SMS ---SEE ELEVATIONS FOR SPACING z vl it OR U S w 2 • • • • • • •• • • -- -, ll N F = ,___All N • Y h riffa�Ai•• •• •4_r •..•. • momn _T • • • • r •• •• •• •• •d �• • •• •• • • •• • N TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SINGLE (X) OPERATING UNITS W/ S.H. WDW. HI —THRESHOLD OPTION 4 A /\ �'' uGEN •'•.. No. 70692 FL #21855 4, • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Sealed:12/14/2017 s drawing no. W15-30 sheet 14 of 16 28Y W000 TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING E 1i) #10 X 1-1/2" FH SMS CSEE ELEVATIONS FOR SPACING VENT WIDTH OPG LEAF WIDTH DOOR FRAME WIDTH L SEE LOCK OPTIONS SHEET 5 D ' 3/8" MAX. SHIM EXTERIOR D.L. O00.PG. LEAF WIDTH FRAME WIDTH •• ••• • • • • • • • •• ••• 3/8" MAX. . SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING HINGE OPTIONS SHEET 5 1BY WOOD BUCK • • • • •• • • • • • • • •--• •" • •• • • • •• '1 TYPICAL ANCHORS SEE ELEV. o. FOR SPACING • ••• ••• ••• • • SINGLE (X) OPERATING UNITS:W/ V.H. WDW. • • • • • • • • • • • • • • • • • •• • • • • •• •• •• • • • • • • • •• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • FL #21855 %1111'l llif%�/� s�� / 0 m o t "•'� dra- wing no. r�.'�, W15-30 ; �. <i/� 7�NAL X� �� �n 11111}�/ sheet 15 0T ') Sealed:12/14/2017 T— 887 1.937 — .062 —d -j 746 ,_ T jj � F.130 63 6 LI ® FIXED RAIL REINF. AL-FAROOQ CORPORATION ira ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI- FLORIDA 33173 (C.A N. 3538) C TEL. (305) 2648100 FAX (305) 2828978.\ COMP-ANL\W15-30TMW �I ITEM / PART 4' REQD. DESCRIPTION MATERIAL. MANF./SUPPLIER/REMARKS 1.1 GN-31798 1 FRAME HEAD 6063-T6 - .062 -y1�- 2.1 TM-117 2 FRAME JAMB 6063-T6 - n d 3.1 - 1 FRAME SILL 6063-T6 - �1�5 4.1 G'N-38123 1 FIXED MTG. RAIL 6063-16 - �U P II I0 - 1.875 -.] 11 FRAME HEAD .0"25 p .250--II-- 5.1 TM-113 1 STD. VENT TOP RAIL 6063-T8 6.I TM-112 1 VENT BOTTOM RAIL 6063-T6 - GW-31802 2 VENT JAMB 6063-T6 - 9.1 GLASS STOP ANGLE 8.1 TM-115 2/VENT SPRING LOADED EGRESS LOCK 0 6" FROM ENDS 6063-T6 - - 2/VENT LA CH LOCK 0 6" FROM ENDS CAST - - — .050 1.000 i— 750 r- - f 1 l,l 1.749 9.1 - AS REQD. GLAZING STOP ANGLE ALUMINUM - 10.1 - 2 VENT STOP (5-1/4" LONG) PLASTIC - 11.1 - 2 SPIRAL. BALANCE - CALDWELL 2.541 .095 140 12.1 - 4 - VENT GUIDE PLASTIC - 13.1 VA7-3045 AS REQD. BULB WEATHERSTRIP VINYL - 14.1 W43201 AS REQD. FIN SEAL WEATHERSTRIP WOOL - 0 FIXED MEETING .937 r< RAIL 15.1 W43371 A5 REOD. FIN SEAL WEATHERSTRIP WOOL I1 6J DOOR •-1.563 -47 STILE REINF. 16.1 - 1 FRAME/VENT ASSEMBLY SCREWS CRS 110 1" P.H. SMS J N Q s E o •i P Assure Windows & Doors, LLC. 1543 N. Powerline Road Pompano Beach, Fl. 33069 Tel. (305) 887-2646 Fax. (—) 17.1 - - FIXED RAIL REINFORCING ALUMINUM - 18.1 - - DOOR 00111 RDNFo6c:NG ALUMINUM - S.H WINDOW COMPONENTS - - 1.750 .940 s5e I .7L—1.062 SASH SIDE RAIL' / li aI / 10 -16. li 1.125 0 7.562 - 750 5.1 STD. VENT TOP RAIL • 110 ; 1/ VENT TOP CORNER 1 969 787 �75 4.877 FRAME TOP CORNER pII� ''pprr � 943 • • • ••• 7 • • • • • FRAME BOTTOM CORNER ••• • • • • • • • •• • I • • • • • • �• • cv� ••• • • • • • • • • • • • A '. it• •' • VENT • • •�' • • • / • a\l �:. / • •• • • • • • V • BOTTOM CORNER A �,- —�}1 i6. - Lj111Ilj/i 177 1j�:•'`10ENSF � _ Mo. 70592 _ %r i7 e •' T �(� ST E ,;;"NT':F....!P• ,' .. 7777Miftl`r .882 .062 + - I ,674 .055-II— jh 1.469-4 :-. FRAME JAMB -- .617- 6., SASH LATCH nil, 112 " . --- 2.050 .062 s _ 2.826 2.250 1.362 .06� 2.725 1 < n a Y ,--`— �' a u .662 I— 3.1 FRAME F---1.937 SILL I drawing no. W15-30 -J.7501� 6.1 VENT BOTTOM RAIL (sheet 1 6 of 16) FL #21855 �° • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 41410 • • Sealed:12/14/2017 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D Detailed Product Description: Manufacturer: ASSURA WINDOWS & DOORS, LLC. Manufacturer Address: 1543 N POWERLINE ROAD. POMPANO BEACH, FL 33069 Model Name: SERIES 249 ALUMINUM OUTSWING DOOR W/ SIDELITES Maximum Frame Width: 42" (X) / 80" (XX) Maximum Frame Height: 109" Maximum Load: +100 PSF, -141 PSF (Large Missile Impact) Installation Drawings # W15-30 FL 21855 Date:12/05/2017 • • • • • •• • •••• •• •••• • • • • This product complies with the High Velocity Hurricane Zone (HVHZ) testipg4iiireme•nts` •• The above maximum parameters do not occur simultaneou ys.••• •• • • See charts on installation drawings for combinations of span vs.'It1ad. • ••, • • • "' Comparative analysis used X Yes No • • • Mandatory Tests (Tested in accordance with AAMA 101/I S 2/NAP9/ 11A 202) • Tt 5 y_"„T or$"lG..£'I��th,.[xyr t sE • a'( --A'' .,,,, S.x+101 !- ,x� 'D 5GRI O)d'r' ,,s. t ' i' `. Y YY' jiryM ,pf.7,t.. � tEST�LOCATK# y a . , -w; yam. 'krb y �jyx "A'" S, -�'+' t.<"?tih ,,,r- ZaC #3F5T R [DATE % ,. ! .. ,.-+Y 40, !' `• m....:= u �e x-�ht»�..L •i' yy,}••Mfg" `,. tray+ t a+C `yt ck r -'i '�fa ASTM E283 Air Infiltration Leakage Fenestration Testing Laboratory 1/03/2011 •�: FTL-6168 •..".i.� gx...: Marlin Brinson, Pt. •• • ASTM E331 OR ASTM 547 & TAS 202 Water Penetration Fenestration Testing Laboratory 1/03/2011 FTL-6168 Marlin Brinson, P.E. ASTM E330 & TAS 202 Uniform Static Air Press. Fenestration Testing Laboratory 1/03/2011 FTL-6168 Marlin Brinson, P.E. AAMA 1304 Forced Entry Fenestration Testing Laboratory 1/03/2011 FTL-6168 Marlin Brinson, P.E. Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) ; '- i hC fi- -•w•' ,v:4:4,,.a�#k K. °1% AT . 4 ,.. _r,,-,� C T S� PORT# , t -- f Te Sealeby - . FBC 1626.2 (TAS 201 & 203) _ Large Missile Impact & Cyclic Fenestration Testing Laboratory 1/03/2011 FTL-6168 Marlin Brinson, P.E. Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: Javad Ahmad PE # 70592 AI-Farooq Corporation EB # 3538'•••;;;),;,,, ,,';N pD t,HM;,,, , NO 10S, J; ''^ 1 3- sx' 9'pfe'or :o. �e,,,'' Sealed:12/14/2017 9360 Sunset Drive, Suite 220 I Miami, FL 33173 I T: 305.264.8100 I F: 305.262.6978 I www.afceng.com I alfaroogPafceng.com • • • ••• • • •• • •• . • • • • • ••• • • •• •