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WS-16-2706Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Permit NO. WS -10-16-2706 Permit Type: WlndowslShutters Work Classification: Door Replacement Permit Status: APPROVED Issue Date: 1014/2016 Expiration: 04/02/2017 Parcel Number Applicant 102 NE 107 Street Miami Shores, FL 33138- 1121360070240 Block: Lot: JAMES MILLS ALPHONSO MAR' Owner Information Address Phone Cell JAMES MILLS ALPHONSO MARTIN 102 NE 107 ST MIAMI SHORES FL 33161-7032 Contractor(s) Phone Cell Phone PRESTIGE WINDOWS & DOORS (305)820-5999 Valuation: $ 7,000.00 Total Sq Feet: 57.1 Type of Work: REPLACING 3 DOORS TO IMPACT No of Openings: 3 Additional Info: REPLACING 3 DOORS TO IMPACT Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Amount $4.20 $2.00 $2.00 $1.40 $130.00 $12.00 $5.60 Total: $157.20 Pay Date Pay Type Amt Paid Amt Due Invoice # WS -10-16-61556 10/04/2016 Credit Card $ 157.20 $ 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, PLUMBIN MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. • OWNERS AFFID VI -T. ert construction • zoning. at all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating ermore, I authorize the above-named contractor to do the work stated. rized SignatuA•If' / Applicant / Building Depa ent Copy Agent October 04, 2016 Date October 04, 2016 1 Miami Shores Village RECEIVED SEP 30 206 FBC 20 t4 BUILDING Master Permit No. INS 1(.O - 230 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ED RENEWAL ['PLUMBING MECHANICAL I=IPUBLIC WORKS El CHANGE OF El CANCELLATION ED SHOP CONTRACTOR DRAWINGS Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 JOB ADDRESS: 102 NE 1O7 Wit• City: Miami Shores County: Miami Dade Zip: 331(,1 Folio/Parcel#: I I -.21(Q -Cx:57- o�/o Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): -S mi k\S Phone#: )25! - 7c 'f Address: 102 Ne IC5.7 St . City: .O tem i Shc�cr State: Zip: 33 ICo 1 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Pc"5-1- Lc��r�lcus do �o Address: -5Soc) lu t S} , Phone#: 8.20 _ 5,97 City: f' z & 'n� State: -I . Zip: -3011 Qualifier Name: Cr\s-1-/j)cc. ectVoz...Z4D Phone#:('S)82c3 —5 State Certification or Registration #: G3G12_ 1(o 81 Certificate of Competency #: DESIGNER: Architect/Engineer: &na�i troj Z)(. Phone#:(�6 559 -ac� do Address: 1600 Sc--) !Z �J City: b€ State:V-1. Zip: 33N42 Value of Work for this Permit: $ 7 c cx Square/Linear Footage of Work: '$7. I Type of Work: ❑ Addition ❑ Alteration ❑ New :. • }J Repair Replace ❑ Demolition Description of Work: c- ptc:kc.A.I-N At) it Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of alt laws regulating construction in this jurisdiction. 1 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: YOU ' AILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING E FOR IMPROVEMENTS TO YOUR PROPERTY. iF YOU INTEND TO OBTAIN FINANCING, C e SULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COM ENCEMENT." Notice to Applicant: As a ' -!tion to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith �,r a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property . si to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first in', • n which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will ,; ' ., approved and a reinspection fee will be charged. tt\ \'‘ 5 OWNER or AGENT foregoing in ument was acknowledged before me this 3cD day of `-'t' , 20 j(Q by -ac:1-car s ' (5 , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: as The foregoing instrument was acknowledged before me this 3 day of , 201'0 , by , who is personally known to me or who has produced as Identification and who did take an oath. NOTARY PUBLIC: Print: Seal: �-- wt MMl8$ON#FF167309 EXPIRES: Match 11, 2020 Bonded 'Thu Notary Public thfdatrndbwa *******S****S***S**********S**** **** ** S*SS***********t **************S*M ** S*****$S*$**SS*****S*..**.**. APPROVED BY (Revised02/24/2014) Plans Eminer Zoning Structural Review Clerk Miami Shores Viiiage 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: 0•01r Qualifierrigr er Signakeel. Date Print Name W W U W ce Mark Size , Sq.Ft. Type Noa Noa Press Calc Press 1 3725" x81" ; 2025 FD 14-1015.04 -80.01+80.0 -41.61+382 2 37.25" x81" 20.25 FD 14-1015:04 -80.01+80.0 -50.0/+38.2 3 30.75" x 80" 16.6 FD 14-1015.04 -80.01+80.0 -50.01+38.2 cD JOB:IVAM E: s`Residence • m m m w w to .E cV "to 04 V•. -E M1T#:w S CD ? 0 M ':mi Snr_rz‘s Vil.ege 47F 1 E ZC°)I-: EPr BY DAIS F _ DG D _PT ECT t 0 CC,kIPI LANCE WI rH ALL FEDERAL ATI AND Lr 1 ,N (ril. L _S AND RFGUL.ATto ,S -Entry ... ... . ... • ARAGE Note: -replacing 3 doors to impact -'all other openings not shownare existing to remain . ... 08/17/2016 - 11:11am RECEPTION V:\Projects\ 2014 -MPS \400 Wind Charts\_Reference\00-MPS14.400 Series C&C (Current) Jeff.dwg 5th ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof DESIGN PRESSURES (PSF) - ZONE 4 Tributary Area (5q Ft) .,`�''_''• --J-leight 25 30 354:, Height 10 15 20 _ 40 50 5A -53.6 -43.4 -42.4 -41.6 -41.1 -40.6 -44 -45.8 -45.2 0 -15 ft +40.1 +39.0 +38.2 +37.7 +37.2 +34.8-'.1-6. +36.1 :1' 16 ft 16 h -44.0 -43.0 -42.2 -41.6 -41.1 -44.7i ` - 4?.1 3 4 +40.6 +40.6 +39.5 +38.8 +38.2 +37.7 +3 3 •...... 6.6 17 k -44.6 -43.5 -42.8 -42.2 -41.7 -41.3 -+3. • ..4Q ..° 3 +41.1 +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 + -+36.8 18 ft -45.1 -44.0 -43.3 -42.7 -42.2 -41.8 -41.4 -41.1 -40.8 +41.6 +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 19 ft -45.7 -44.6 -43.8 -43.2 -42.7 -42.2 -41.9 -41.5 -41.3 +42.1 +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 20 h -46.2 -45.0 -44.2 -43.6 -43.1 -42.7 -42.3 -42.0 -41.7 +42.6 +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 21 ft -46.6 -45.5 -44.7 -44.1 -43.6 -43.1 -42.8 -42.4 -42.1 +43.0 +43.0 +41.9 +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 22 ft -47.1 -45.9 -45.1 -44.5 -44.0 -43.6 -43.2 -42.8 -42.6 +43.4 +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 23 ft -47.5 -46.4 -45.6 -44.9 -44.4 -44.0 -43.6 -43.3 -43.0 49.5 +43.8 +42.7 +41.8 +41.2 +40.7 +40.3 +39.9 +39.5 +39.2 24 ft -48.0 -46.8 -46.0 -45.3 -44.8 -44.4 -44.0 -43.6 -43.3 - .6' +44.2 +43.1 +42.2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 25 ft -48.4 -47.2 -46.4 -45.7 -45.2 -44.7 -44.4 -44.0 -43.7 -51.0 +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 26 ft -48.8 -47.6 -46.8 -46.1 -45.6 -45.1 -44.7 -44.4 -44.1 -51.4 +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 27 ft -49.2 -48.0 -47.1 -46.5 -45.9 -45.5 -45.1 -44.7 -44.4 -51.8 +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 28 ft -49.5 -48.3 -47.5 -46.8 -46.3 -45.8 -45.4 • -45.1' -44.8 -52.2 +45.7 +44.5 +43.6 +43.0 +42.4 +43.o. _+41.01-44.14- +42.0 40.9 29 ft -49.9 -48.7 -47.8 -47.2 -46.6 -4 r -55.0 -45.5, .1 -52.6 +46.0 +44.8 +43.9 +43.3 +42.7 +42 3 -+47.. ' ,1.55 +41.9 +41.5 -50.3 -49.0 -48.2 -47.5 -47.0 -4 r(6.3. 45.7 -53.7 30h +46.3 +45.1 +44.3 +43.6 +43.0 +44 '' .8 . * 32 ft -51.0 -49.7 -48.8 -48.2 -47.6 -47.1 -• ii -„,-4.8„: ,." :0"" -53.7 +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 - 43!4 42.1 35 k -51.9 -50.7 -49.8 -49.1 -48.5 -48.0 -47.6 -47.2 -46.9 -54.7 +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 40 ft -53.4 -52.1 -51.2 -50.5 -49.9 -49.4 -49.0 -48.6 -48.3 -56.3 +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 45 ft -54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 -49.8 -49.5 -57.7 +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 50 h -56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 -59.0 +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 55 ft -57.1 -55.7 -54.7 -54.0 -53.4 -52.8 -52.4 -52.0 -51.6 -60.2 +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 60 ft -58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 -61.3 +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 t'Tt'-t'TSdW-00 OPYRIGHT ENGINEERING EXPRESS® REMARKS INIT ISSUE DRWN CHKD GSS TSB REV -ADJUSTED HEIGHTS GSS DATE 03/05/12 TSB 04/09/12 REV 2014FBC DGM TSB 06/10/15 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. EXTERIOR ZONE 5 PRESSURES Mean Roof DESIGN PRESSURES (PSF) - ZONE 5 Tributary Area (Sq Ft) --J-leight 10 15 20 25 30 35 40 45 50 0 -15 ft -53.6 -51.5 -50.0 -48.9 -47.9 -47.1 -46.4 -45.8 -45.2 +40.1 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 16 ft -54.4 -52.2 -50.7 -49.5 -48.6 -47.7 -47.0 -46.4 -45.9 +40.6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 -55.1 -52.9 -51.4 -50.2 -49.2 -48.4 -47.6 -47.0 -46.5 17 ft +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 18 ft -55.7 -53.5 -52.0 -50.8 -49.8 -48.9 -48.2 -47.6 -47.0 +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 19 ft -56.4 -54.1 -52.6 -51.4 -50.4 -49.5 -48.8 -48.1 -47.6 +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 20 k -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 -48.7 -48.1 +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 21 ft -57.6 -55.3 -53.7 -52.4 -51.4 -50.63,;',4-49.8 - -4.9.2 -48.6 +43.0 +41.9 +41.1 +44.4,-±399"+32.5, +39:1'* "$ +38.5 22 k -58.1 -55.8 -54.2 5� 0� 3 .6 -49.0 +43.4 +42.3 +41.5 +4 .& 440 9"'• 9: 39.2 +38.9 -58.7 -56.4 -54.7-5S" 594.4 5 5 - J3 49.5 23 ft +43.8 +42.7 +41.8 +4 „+.. •..I-'' .3 9 X50.1 39.5 +39.2 24 ft -59.2 -56.9 -55.2 53.4 -,.: $i. a 2 - .6' -50.0 +44.2 +43.1 +42.2 +41.6 +41.1 0. +40.2 +39.9 +39.6 25 ft -59.7 -57.4 -55.7 -54.4 -53.3 -52.5 -51.7 -51.0 -50.4 +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 26 ft -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51.4 -50.8 +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 27 ft -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 28 ft -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 +45.7 +44.5 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 29 ft -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +41.5 +41.2 30 ft -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +41.5 `-- -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 32 ft +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 35 ft -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54.1 +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 40 ft -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 45 ft -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 50 ft -69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 55 ft -70.5 -67.7 -65.8 -64.2 -63.0 -61.9 -61.0 -60.2 -59.5 +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 60 ft -71.8 -69.0 -67.0 -65.4 -64.1 -63.1 -62.1 -61.3 -60.6 +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 WIND VELOCITY = 175 MPH EXPOSURE 'C' ENCLOSED STRUCTURE, FLAT TERRAIN MRH 60' BASED ON Kd = 0.85 INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO Q6PCT THE 'WORST CASE' PRESSURES. WORST CASE' IS DEFINED AS THE CRITICAL CONQTTI0NAF•ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO DI IONS R FOR U,SEJWITH THESE TABLES. 2. TABLES VALID O LY LD ryG5•. ROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID F PLL R PES$'pgs. APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHA BEFEREO BYE ,ENGINEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE BL)(LQQI G'ME4N AVE E ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT.LWBE IROUND 0J1[S24k1E,P T. 5. ALWAYS ROUND OP HEI O LE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRIB RYZRE/OF.T.HE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED -BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT 8E 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 PUBLISHED, 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 (WSIIND VELOCITY)�IFOF+"R1[ WSND SPEED AND EXPOSURE OCCUPANCIES. TOPOGRAP IC FACTORNOT Kzt =10R .0 FOR WIIJjoo�T TT RAIN U E OCILY. THESE TIES OR ATABLES'N• • • NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSUR 'COEF IENT (G,CP-P/ ).18) FOR USE • WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USN, QF44I4131RECT10INITY VLL??OR) WTI • • • LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY yURRICANE ZONA TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. • • • • • • •• • 3. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE GNLY • • • VALID WHEN SIGNED & RAISED SEALED BY FRANK L.11311r,VARDO, P.E. • • • • • • 4. THIS SPECIFICATION I5 INTENDED TO ILLUSTMATE DESIGN WIND•PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND SEZdCITY, EXPOSURE! MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.mia m idade.eov/economy CGI Windows & Doors, Inc. 10100 N. W. 25'h Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration da'l'e s`''ated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "160 Sentinel" Aluminum Outswing glazed Doors w/wo Sidelites - LMI APPROVAL DOCUMENT: Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on AUG 05, 2015, Signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings single and double doors in sheets 1 & 2 , single sidelite in sheet 3 and door mullion in sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheet 5 and locking hardware options in sheet 9. LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. • • INSPECTION: A copy of this entity NOS f epriv;ded'to the user by the manufacturer or its distributors and shall be available for inspection at'Ete j615%ite at th8 rettuest IA the Building Official. This NOA revises # 13-0226.06 consists of this page 1 and evidence pages E-1& E-2, as well as approval document mentioned above. • • •• •• •• • • •• • •• • . • .• . .• .• The submitted documentation warevjewgd tiyagivan 1.1hpndg, P.E. • •. . • • . . •. .• .• • .• . .• .•• • • • • • •• MIAMI-DADE COUNTY APPROVED • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • •• •• • • • •• •• 0•• • • • ••• • • NOA No. 14-1015.04 Expiration Date: August 08, 2018 Approval Date: August 13, 2015 Page 1 CGI Windows & Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below) 2. Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on AUG 05, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #13-0226.06) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static_4ir.Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(+50.0 PSF, sill S -I only) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by American test Lab of South Florida, Inc., Test Report No. ATLSF-1218.01-12 dated 02/11/2013, signed and sealed by Henry Hatem, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum sidelites, issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample #3) dated 04/16/2015, signed and sealed by Ramesh Patel, P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5th Edition), prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and last revised on AUG 04, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 and -2009. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTTF[CATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex clear & color glass interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer w/ PET core", expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farod4 COCNra:tigi „dgitell Q9f23/14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addaridumlettais! at plat of the above referenced test reports. G. OTHER 1. This file NOA revises # 13-0226.06, expiring 08/08/18. 2. Test proposa cpp ved dated%2/16114 &f 12-0553, dated 04/25/12 approved by RER. .. • ••••••..• 1k .� Ishaq 1. Chanda, P.E. Product Control Examiner NOA No 14-1015.04 Expiration Date: August 08, 2018 Approval Date: August 13, 2015 .. ••. .. . . . .. ••• • • • • ••. • • • • • • •• • • • • • •••• •• •• • • • • •• • • • • • • •• •• • • • •• • ••• • • • ••• • E-1 6" MAX. HEAD/SMA. 1" CORNERS 37-1/4" DOOR FRAME WIDTH 3" 1 • • • •• �• - DOOR DIMS. LAM. or INSUL-IAL. . Q jy 1 LEAF WIDTH FRAME HEIGHT /1. 11 / u / __1LJ --'TV I PIT.(-) — i.n • z •�•2 r� • •• 1 1 • • • • 1 • /••• 0-/ °( oJ • 7 _-1 y,—. 2� <_/•N•• •• •iaa . • �/ �•• • • • 4 /ii == r =_ n • it • 11 - == \II 1 •• _k II \ 11 \ 11 1 1•• 1�/•�.�\A / //LOCK ( N, • •••• • • •••• • • • 2 ANCHORS TYPE 'K. 'B' OR "C' AT SRLE ENDS mw • •U • • • OPG. \...2 ANCHORS TYPE '8' AT STILE ENDS pog 1e $ 4 TYPICAL ELEVATION (X ) DOORS LOAD CAPACITY - PS? SINGLE DOORS (X) DOOR DIMS. LAM. or INSUL-IAL. FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.(+) PIT.(-) 37-1/4" 35" 96" 80 80 ;2;3 DOOR OPTIONS 23 1/2" D.L OPG. 23 1/2" TYPICAL ELEVATION ( XX ) D.L OPG. 4 ANCHORS TYPE '8' AT STMT ENDS SEE CHART FOR QUANTITY N SURFACE APPLIED FALSE MUNTINS MAY BE USED DOORS LOAD CAPACITY - PSF DOUBLE (XX) 0006 DIMS. LAM. or INSUL-IAM. FRAME WIDTH LEAF WIDTH ) / 11 EXT.(+) INT.(-) / / / / 1 ' \ II \ N ..\_1L_ --lr- I ii\ 11/ \ 1y' \\ __ W/ __f_ II II / ---�F-// 11/ / I / 1 i 80 D.L OPG. 1 I 1 1 I W \ = 2 6 / //LOCK ( N, / E OPTIONS SEE SHEET 9 \'/• \\ // \ \ \ I 1 ' si -e ®- 1 1 \I I/(I - ACTIVE 1-1,4-t_ DOOR OPTIONS 23 1/2" D.L OPG. 23 1/2" TYPICAL ELEVATION ( XX ) D.L OPG. 4 ANCHORS TYPE '8' AT STMT ENDS SEE CHART FOR QUANTITY N SURFACE APPLIED FALSE MUNTINS MAY BE USED DOORS LOAD CAPACITY - PSF DOUBLE (XX) 0006 DIMS. LAM. or INSUL-IAM. FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.(+) INT.(-) 72" 35", 86" 80 80 NOTE: VERIFY COMPLIANCE WITH EGRESS UMITATIONS WHERE REQUIRED. NOTE: FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND SILL DURING PERIODS OF HURRICANE WARNING. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-219 HEAD ANCHORS AT 511LE ENDS QUANTITY CHART ANCHOR TYPR SIAM 'A' 'B' 'C" 1/4" 4 4 4 3/6" 6 6 6 1/2' 7 7 - PRODOcr6EVA O =Itawkle 1044514 Ml I f -fa is o'L aria* Nit SERIES SENTINEL 160 ALUMINUM OUTSWING DOOR W/ SIDELITES APPROVAL APPUES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACITIES. SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES. SEE SHEET 4 FOR SIDELITE TO DOOR MUWON CAPACITY. THE LOWEST VALUE FROM DOOR. SIDELITE OR MULLION CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS OSTEO, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF CURRENT FLORIDA BLDG. CODE. DOOR D.L.O. DIMS O.LO. HEIGHT A. FRAME HEIGHT - 12.875" D.L.O. WIDTH (X DOORS) - FRAME WIDTH - 13.75" D.L.O. WIDTH (XX DOORS) - (FRAME WIDTH - 25)/2 DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Enrr 41VAD AMMO CML FIA PE 70592 CA 3538 2015 Z .44 Ri 8 81.1 041. `41,121. n a. 8 191 0 w lo 0 r. E 8 S cc Y 5 drowing no. W13-01 (sheet 1 of 11 • • .• •• • • • • •• • 6' MAX. HEAD/SILL CORNERS 37-1/4' DOOR FRAME WIDTH 3- — 1 �►\ -1 P. • Q �1 1\1 'A' ) IuI 1 __iLi / 11 / _I • •• a 1,.� 7 J G I. C . 11• •'—• .I • . + < I �> 7- _ II, =_=- 11 11 II .,.- II II \IF \11 K I I r /_=_ -== -Sy \ \ 1••• - • • • • • • 1• 1 • • • 11--11-- 1 •-. 1•• •. I E ACTIVE ,. IN • - 2 ANCHORS TYPE 'A', 18' OR AT STILE ENOS • • D.L. OPC. 2 ANCHORS TYPE '8' AT STILE ELAS TYPICAL ELEVATION FOR 3 HINGE DOOR X—) • r. — 1 �►\ I I 1 'A' ) 'C / / / / / / / / ,\ \ LiL._ --Sr- - _-J_ ...„F.--/, // 11 11 in II\ 11 / I/ II I n 3/6' — — 'c LOCK OPTIONS ESEF9 \ i. -o \\%/ \tf \\ o- 1 I �o — _I — ACTIVE .1„,4:)..... n I E SEE CHART FOR QUANTNY 1 0.L OPO. 4 ANCHORS SURFACE APPLIED TYPE '8' FALSE MUNTINS AT STLE ENDS MAY 8E USED 0 TYPICAL ELEVATION FOR 3 HINGE DOOR ( XX ) NOTE: SEE SHEET 1 FOR DOOR CAPACITIES HEAD ANCHORS AT MILE ENDS QUANTITY CHART ANCHOR TYPE SHIM 'A' '8' 'C 1/4' 4 4 4 3/6' 6 6 6 1/2' 7 7 - Eng": JAVA() A4111.4D CML FA PE 70502 CAN. 3538 A 0 5 2015 MlODUC f REVISED es oroplylegwith the DIod& Waft Amore No - O/ •0 jR Doe IS r 81 1,1 a (alc qgl 8 a a 4.4 eamomec i drowing no. W13-01 (sheet 2 of 11) 1 • •• • • • •••• • •• • •••• •• •• • • • •••• 37 1/8' 6' MAX. HEAD/SILL CORNERS SIDEUTE WIDTH O Ol • • • • • •.•• ••e•• • • • • •••• •e•• • .•.. • - • •.•• • • • • 0 0 0 • •• • • • • • DESIGN LOAD CAPACITY - PSF AT STILE k MULUON ENDS SIDEUTE STATIONARY PANEL (0) SIDEUTE FRAME HEIGHT (SEE NOTE BELOW) WIDTH INCHES INCHES EXT.(+) WT.(-) 24 4 80.0 80.0 30 6 80.0 80.0 33 84 80.0 80.0 36 80.0 80.0 37-1/8 77.6 77.6 39 73.8 73.8 42 68.6 68.6 24 80.0 80.0 30 80.0 80.0 33 80 80.0 80.0 36 80.0 80.0 37-1/8 77.6 77.6 39 73.8 73.8 24 80.0 60.0 30 80.0 80.0 33 B6 80.0 80.0 36 80.0 80.0 37-1/8 77.6 77.6 lOCi 31 I/8' CLL. OPG. TYPICAL ELEVATION (0) is 6' MAX. HEAD/SILL CORNERS kx 36' SIDEUTE WIDTH DOOR FRAME WIDTH 36' SIDEUTE WAD SEE CHART FOR QUANTITY HEAD ANCHORS AT STILE k MULUON ENDS QUANTITY CHART ANCHOR TYPE SHIM 'A' '8' 'C' 1/4' 4 4 4 3/8' 9 6 6 1/2' 7 7 - FASTENERS SAME LOCATIONS AS ANCHORS SHOWN ON SHEETS 1 & 2 SIDELITE OPTIONS D.L. OPG. D.L OPO. D.L. OPG TYPICAL ELEVATION ( oxxo ) 4 ANCHORS TYPE '8' AT STILI: AND MUWON ENDS Tu SUNFAC1 APPLIED FALSE MUNTINS MAY BE USED qD I D.L.O. DIMS. D.L.O. HEIGHT = FRAME HEIGHT - 12.87r D.LO. WIDTH = SIDELITE WIDTH - 6' STAND ALONE SIDELITE ONLY D.L.O. WIDTH = SIDEUTE WIDTH - 4.875 SIDELITE 10 DOOR ONLY Enyr: JAVAD AHMAD CNIL FLA PE t57350592 2015 minx r REVISED awspl1leg with lb, Aerie huWhyCode Anepueee No ll - I od'S o LMtieee _ _ 4 l l f, Shad Poir Ended awing drawing no. W13-01 sheet 3 of 11) (sheet 4 of 11.) DESIGN LOAD CAPACITY - P3F 1 DOOR SIOWTE SIDELITE TO DOOR MULLION SIDEUTE WIDTH LEAF WIDTH FRAME HEIGHT (SEE NOTE BELOW) INCHES INCHES INCHES EXT.(+) INT.(-) 24 0 \ \ 80.0 80.0 30 \ \ 80.0 80.0 33 35 84 80.0 80.0 36 \ / 80.0 80.0 37-1/8 77.6 77.6 39 73.8 73.8 42 68.6 68.6 24 80.0 80.0 30 80.0 80.0 33 35 90 80.0 80.0 36 80.0 80.0 37-1/8 77.6 77.6 39• • • 73.8 73.8 24-444,1T• • re 80.0 30 4 • 80.4 80.0 J3••••♦• 35 • 98 • 80.ct 80.0 36 • • • 80.64 80.0 37-1/8 • : - ! •7j.!= 77.6 •••• • •••• •••• •• •• • • •••• • • • • •••• •••• • •J•• • O SIDELITE TO DOOR INSTRUCTIONS; USE CHARTS AS FOLLOWS. 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM TABLES ON SHEET 1. 2. SELECT LOWER OF SIDELRE TO DOOR MUWON CADACRY FROM TABLE ABOVE. 3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY TO ENTIRE SYSTEM. DOOR FRAME MELTE WIDTH WIDTH Iltatatat 1 r I / // \ 0 ••ara►I 1 0 SIDEUTE WIOTH DOOR FRAME WIDTH SIDELITE DOOR FRAME . SIDEUTE WIDTH WIDTH' (n I . WIDTH IMMEMME / J \ / O /O \- ,/% " y/ %s 0 \ \ \ \ / \ \ 1 / \ MUWON J - '( XXX _DOOR SRLE END ANCHORS ( END ANCHORS SEE SHEET 3 SEE SHEET 1 ( OXO ) SIDELITE DOOR DOOR FRAME . SIDELITE FRAME WIDTH 1410TH I. i 1v IMMEMME / / \ O O /O \- / " y/ /% 0 \ / \ \ / r��a► \ / \ / \ / MUWON J - '( XXX _DOOR SRLE END ANCHORS ( END ANCHORS SEE SHEET 3 SEE SHEET 1 ( OXO ) SIDELITE DOOR DOOR FRAME . SIDELITE FRAME WIDTH 1410TH WIDTH =MEW IMMEMME / 1 \ I II / v-. r \ Q P4 / \I \ / \ / r��a► 'I /tom DOOR FRAME ( )(03 ) SIDEUTE WI0114 WIOTH WIDTH / <¼) • \ \ \ / / t f v-. r . (0)010) PNODUC F REVISED Winn nitO the •ior16 Aftt•tute No1011.04 Io•4,1N.rMfr 4 t MttatlAdT ad Coo NOTE: GLASS CAPACRIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Ener: JAVAD AMMO CML FIA..N1 70592 CAN35.36 V z O i rn ZJ 0. zo g 81 152 0 drawing no. W13-01 3/16' ANN. GLASS • •• • • .075" Soflex CP With PET Coro • • • • By 'Eastman Chemical Co.' • • • • 1090Soflex Clear Md Color Glass • • • • • y 'Eastman Chemlaal Co.' • INTERL ERS-- •090B' Kuroroy SentryGlas •°• • 'Kuroroy America. Inc.' • • •ro090" Kuroroy Butocite PVB • • T•By 'Kuroy Americo. Inc.' 6 • • • • • • 3,1%0/1411 CLASS • • • • •'SIMONE • • • DOW SORNING 995 • • • • • •D/1• CORNING 899 CE -1200 • • •••• •4.1 • AT 1/4 POINTS 7/16" LAM. GLASS 3/16" HEAT STREN'O GLASS INTERLAYERS 075" Soflex CP With PET Core - By 'Eastman Chemical Co.' .090" Satlex Char Md Color Glass — By 'Eastmon Chemical Co.' — .090' Kuraray SentryGlas By 'Kuraray Mimic°, Inc.' .090" Kuraroy Butocite PVB — By 'Kuraray Americo, Inc.' 3/18' HEAT STREN'O GLASS SILICONE DOW CORNING 995 DOW CORNING 899 GE -1200 AT 1/4 POINTS 7/16" LAM. GLASS GLAZING OPTIONS 3/18" TEMPEREO GLASS 3/8" MR SPACE 3/16" ANNEALED GLASS IMERIAYERS- 075" Saflex CP With PET Core _ By 'Eastman Chemical Co.' .090" Soflex Clear And Color Gloss — By 'Eastman Chemical Co.' .090" Kuroroy SentryGlos — By 'Kuroroy America. Inc.' — 090" Runway Butaelts PVB By 'Kuraray Americo, Inc.' 3/16" HEAT STREN'D GLASS SILICONE DOW CORNING 995 DOW CORNING 899 GE -1200 i / AT 1/4 POINTS XL EOGE SPACER ST. STEEL 8Y 'CARDINAL' OR DURASEAL 8Y 'OUANEX' OR SUPER SPACER BY 'OVANEX' 1" OVERALL INSUL. IAM. GLASS c1, V M A a 4 0 0 a 8 0 �0 4 • 0 2R drawing no. W13-01 sheet 5 of 11 W EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1BY WOOD DUCK SEE •1E SHEET 1 • •• • • • •••• •••• • • • • •••• •••• •p 3••fL _ • 0 �y J {7• J•P • •••• (Ol • EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 EDGE DIST. Prlit METAL -STRUCTURE �o 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING TYPE 'A'- 1/4" 01A. ULTRACON BY 'ELCO' (Fu -177 KSI. Fy156 KSI) MIN. LENGTH = 2-3/4" INTO 2BY W000 BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) TYPE 'B'- 1/4" DIA. ULTRACON 8Y 'ELCO' (Fu -177 KSI. Fy-155 K51) MIN. LENGTH = 2-3/4" DIRECTLY INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) TYPE 'C'- 1/4" DIA. TEKS OR SELF DRILLING Scrag (GRADE 5 CRs) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES (HEAD/SILL/JAMBS) STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SO - 0.55 MW. CONCRETE AT HEAD, SILL OR JAMBS f c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'rn - 2000 PSI MIN. ANCHORS MAY BE HEX OR FLAT HEAD. SEALANTS; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH GE SCS2000 SIUCONE SEALANT. DOOR DETAILS TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 0 ehaV O MAJI-DADE COUNTY APPROVEDIj 11 CLIPPED MULLION ;1 II SEE SEPARATE NOA I I 11 /I �1 Engr: JAVAD 4WD FLA PE 70592 CAN. 62011. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PRODOC f REVISED eeapyles wilt the PDA& A 74 F4. ('-/#/';.o'/ Sb Sh _SCw O z1 z U n 8 N to n R C LI 41FN V$ 2;7 i6 o . z z n —05 1 � drawing no. W13-01 (sheet 6 of 11 -„PAWL ,.bU1y7 C:' i'• ACTIVE LEAF DOOR FRUAE WIDTH D.L OPD. LEAF MOM DOOR FRAME WIDTH INACTIVE LEAF PRODUC F REVISED _.._ with do. Meth yobs Cads A mow* /y /0/C a`7 w (Ci.-, rL.r Aar Gaud 1 3/8' MAX. SHIM 28Y WOOD BUCK OR W000 STRUCTURE SEE NOTE SHEET 1 V WI DOOR DETAILS Engr..IAVAD AHIMD CML FLA. PE i 7059253E � 0117015 r .tl AA S oc u • drowing no. W13-01 (sheet 7 of 11 . . • •• • • • • . • • •• .:•EIXiE•a T.' • L CONCRETE . • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING . • CONCRETE.. '. •• • .• .•.• • •• • • .• • ••.• • ••4 • • 0 ••• 41 • 4 • • • •• • • CDND EDGE DIST. i z h TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 3/8. X. SHIM CONCRETE • OR . 1. MASONRY • MATING JAMB FASTENERS FOR LOCATIONS SEE DOOR JAMB SPACING ON SHEETS 1 & 2 W FRAME WIDTH TYPICAL ANCHORS 4" LONG SEE ELEV. FOR SPACING DOOR FRAME WIDTH 37" MAX. SINGLE (X) 72' MAX. DOUBLE (XX) APPLY SEALANT BEFORE MATING NOTE: LIMIT SHIM TO METAL STRUCTURE AT JAMBS TO 3/8" SIDELITE DETAILS PRODEC P REVISED iambs MM OMfWyA Aatp••n N•/ I •Oy a EMMwis. 0444 v tr. Sl.� 8Nr1N/r L.....�-(�c° , n O o J F 9 1. 81 (a�p illi 450. 05410 _ 1A m n cc 0 08:N Nin" n $0 3n ZzLL 1 4 o 1 ■ drawing no. W13-01 sheet 8 of 11 BILL OF MATERIALS ITER 1 PART Na DESCRIPTOR MATERIAL NAME. REIVAK11 1 C61-199 FRHAE READ NO SILL 6063-76 CGI EXTRUSA USD BY ALL WHOM 2 C6[-190 'ROE Mil 6063-76 041 EXTRUDER USED sr AIL OPTION 3 C61-196 5OELI6E HEAD 2110 SILL 606346 C61 EXTRU•CR 3 PER CODER 4 Cbl -197 FREE 52168(6 SIIEUTE JAlD W63-16 C6I EXTRUDER WTIONL 5 CO -198 M67116 SOELIIE !MI 6063-T6 CO CI(1N)1R 25 6 CGI -193 PANEL 1P AND 101101 RAIL 6063-16. C6I CXTRNER DJ-"yZlNilg7tyi114I 7 21-194 PMO]. VERTICAL STICO P 6063-16 EX CTRUDER • 11 4111,91! 010611VE LEN) 9 C61-199 STEM 1001 6063-76 C61 EXIRIIIER • DEADBR./6CTIVE LEN) 12 CGI -191 FRMS HEAD MND 50.1. (REV MVER 6063-75 C61 EX1R)OR • fRVE LEAR (ACTIVE LEN) O C6I-192 FDA 10.611 N41 SILL SIANTEI SCREV COVER 6063-25 CGI EXTRUDER 011041 LEVER (INACTIVE LEN) 14 061-121 7/16' OASS MATING DEAD 6063-15 CO ENTOMB - 1455• ET10123 I' GLASS GLAZING IGD W63-15 CGI EXIAIXER 15 • TR w • • lifik211 rAR 1141.f PLATE 6063-76 CGI DRIVER 16 C61-1905. WTRKAL • 6063-75 632 EX1kl0EN 11 • • • LGL -71P sEIRv came 6063-75 al EX7RRER ARS• : __ _- -_ s PART No. • • • IFSCRIPTOR INTERIM. IMF, REMAPXS 18 I6 - dikAk.uteAssouLy (ACTIVE um" 20-1947 CO -CUSTOM USD BY ALL WHOM • • VIP -1204 OEIYSY 9:64,5 MOLY (INACTIVE MFW) 666 C61 -01610N USED sr AIL OPTION OPTIOIL •SWASS ACTIVE LEVER (ACTIVE LEAF) 23 IALDVN 3 PER CODER • 5455 F. .Z47 raEIVIWCTIVE LEAF) BAIDVDI WTIONL • sew leamm ACTNE LEAF) ILJRNAl OR MP/ 60L6VO 25 WTIOI 290.160 01-602-1 •T *6 I.TJA4TIVE LEN) PLENUM EX1ER BY SOt DEXTER 11 SQL DJ-"yZlNilg7tyi114I 256 ie LEVER (ACTIVE LEN) • • r 41'5ACTIVE 10 72 605 • 11 4111,91! 010611VE LEN) A UMW l'I6p" DEXTER BY SIX OPTIONAL RATION .11‘410 • DEADBR./6CTIVE LEN) RAGER COPPER CREEK 26 114 12224 • fRVE LEAR (ACTIVE LEN) VWI1L COPPER CEO. • • 0 Rag! 011041 LEVER (INACTIVE LEN) 3/8'-16 FULLY 1NREA0E0 R00 - SECURED VITH 355' HEX OJT COPPER CD/13( WHOM. _ •. ITER 1 PPM Na ESpgPTII1 DESMWT1011 INTERNAL EMA1045 18 21 6 14 X 3/4' .EK READ 1075 - MULLION ATTAOIENT 20-1947 FRANC GASKET FOAM 19 6 6 X I/2' PAN READ SNS - ASTPAGAL ATTACHMENT 666 32084 12' FEW EIS 20 MESIIRY DR MR / 10 X 1 1/4' PH SNS - ASSEHRT 23 615 3 PER CODER MISCELLANEOUS 11611 1 CODE PART Na DESMWT1011 INTERNAL NAI6O. REMARKS 21 RB 20-1947 FRANC GASKET FOAM MESORY OR EDUIV 22 666 32084 350 FOR GASKET FOAM MESIIRY DR MR 23 615 V3381116 $7 x.320 VEAINERSTRN' PRE V/ CORDER TIN V✓II UL7RAFAI OR EOUIV 24 NB V33321116 3137 X .500 11161 PIE V'STRD'PING Val V/ FIN ILJRNAl OR MP/ 25 669 01-602-1 HINGE (4 1/2' X 4') PLENUM MI -CUSTOM DJ-"yZlNilg7tyi114I 256 1111 62200-85321 HNDE (4 1/2' X 4') MASS NViR A UMW l'I6p" 251 1111 6B90-US3 HINGE (4 1/2' X 4') yrs RAGER 9R -"24x611110 26 114 C61 -3112V 61.1121116 DEED 1166 VWI1L CG1-[05101 2) 117 3/8'-16 FULLY 1NREA0E0 R00 - SECURED VITH 355' HEX OJT ZINC PLAN) 20 - SETTING 1006 (2 PER 11711) EPDN OROETFR 0015 DERE A NOTE: ITEM NUMBERS 8. 10 & 11 ARE NOT USED Engr. JAVAD /MAD CML FTA PE i 70592 CAN. 1538 015 PRODUCE REVISED noldY 9 •111 IDe PbeMA haft cost R4t9Mr•4Fe Z.Q .Uy Dir (ice. Pik fi 22 a a 8 r. a a c drawing no. W13-01 (sheet 9 of 11 • • • • • •• • • • • • . •• gat A..nbly Rod r 1 •. • •••• • • Linloge •. • • • • ••• •• • ••• Reed • gb"d" i . • ••Kiri • • Tdybc9 tbt.y. Any COI CUSTOM 3 -POINT LOCK Deodbdt Any. „�� _11 111 po a 3/C Pft 915 Fbatdl AcUot. TOP SECTION SHOWN (BOTTOM SIMILAR) 4/2' PR MS Flushbolts (Inactive Panel) Top & Bottom Engr. 4WD 'MAD CIVIL ytA. PE / 92 CAN. 3 • [REVISED Mglyy MIR Oe MOW Wilco Maroon oo.NN./9-10/r•D L *.4 D.le SIIS+.� n poll 1122 c q AC 8 8 8 drawing no. W13-01 (sheetg.lof 11 • • • •• • • • . • • • • Q DOOR FRAME HEAD/SILL .062 1 625 1.567 1z FRAME COVER 3.825 2.458 6.438 1.755 O •••• Su% IjE• VID & BO1 OM •FRAME 1.625 • •• • • • • • • • .076 • • •. .. • • •.!. • + • • • • 1.060 .245 t8 ASTRAGAL ADAPTER 13 SILL COVER Q TOP & BOTTOM RAIL t7 SIDELITE JAMB COVER 5.500 1.828 4.495 0 HINGE & LOCK STILE .140 0 SHEAR BLOCK SHEAR BLOCK PLATE 0 DOOR FRAME JAMB 0 SIDEUTE FRAME JAMB 0 SIDELITE MATING JAMB 1 .675 GLASS STOP (LAM. GLASS) .995 e GLASS STOP (INSUL. LAM. GLASS) ►RODUc f REED e•r1e• w db ftd6 ede wont /o/I (y Oft Cr DoEg 0 0 D 8 8 g a $ C 4 drawing no. W13-01 (sheet 10 of 11) . • • • • • • • • • . • • • ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS I ••• •• • • HOLE CRP --—'c • ••• 'MATING JAMB • • EEASHEERS ST • • • FOR OETAL •••• •••• • • • •••• • •• DOOR FRAME .fie & QOTTOM CORNER • • • ACCESS HOLE LEAF TOP & BOTTOM CORNER SIDELITE JAMB CORNER TOP & BOTTOM SIDELITE MATING JAMB CORNER TOP & BOTTOM Env: JAVAD AMMO CNN. FU. PE / 71592 CAN. 0 aa • 1 b drawing no. W13-01 (sheet 11 of 11