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WS-16-2378 Miami Shores Village r Ni two hYiMitili 10050 N.E.2nd Avenue NE '�*1 �+ � Miami Shores,FL 33138-00(. PeM*StS _ p � ` Phone: (305)795-2204 E. Expiration: 02/212017 V11 1- Project Address Parcel Number Applicant 30 NE 106 Street 1121360060060 Miami Shores, FL 33138-2035 Block: Lot: JEFFREY&NADIA ZANANIRI Owner Information Address Phone Cell JEFFREY&NADIA ZANANIRI 30 NE 106 Street (305)804-2732 MIAMI SHORES FL 33138- 30 NE 106 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 7,837.00 PRESTIGE WINDOWS&DOORS (305)820-5999 .... Total Sq Feet: 0 E Type of Work:REPLACING 3 DOORS AND 2 WINDOWS TO Available Inspections: No of Openings:5 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $4.80 Invoice# WS-8-16-61104 DBPR Fee $2'25 08/25/2016 Check#:6525 $ 176.30 $0.00 DCA Fee $2.25 Education Surcharge $1.60 Permit Fee $150.00 Scanning Fee $9.00 Technology Fee $6.40 Total: $176.30 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is ac ra and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above- or to work stated. August 25,2016 Authorized Signature:Owner / Applican ontractor A nt Date Building Department Copy August 25,2016 1 Miami Shores Village -TIZT1,v � Building Department UG 2 5 2016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No. W PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL r-IPLUMBING MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 30 N6 lcxo mak-. City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: -1 2 OWNER:Name(Fee Simple Titleholder):--Sc1Wvc:;,v Z—cc T:% Phone#: 309'' aQ ° �' I J c�► Address: 3® W6 h,a '5t". City: M( a nx Ste« State: V-k . Zip: 131 Tenant/Lessee Name: Phone#: / Email: I CL(C.-MeW@�' CONTRACTOR:Company Name: Phone#: 820 -'5999 Address: 5!3'c::o t� K®1 S+ . City: %'Lo yC % State:V-\ Zip: �C>44 Qualifier Name: C--ctSfif� SC LIJUZZ-0 Phone#: State Certification or Registration#: <::,�1251(A-7 Certificate of Competency#: DESIGNER:Architect/Engineer:F-0!2 Phone#: Address: *G-5W Iz Ave City: e - •State:-V1. Zip: 33442- Value of Work for this Permit: Square/Linear Footage of Work: 65 Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: irnDQjC-1r Specify color of color thru We: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ (7-k-3 Radon Fee$ � DBPR$ Notary$ Technology Fee$ G ° '9Training/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 all laws regulating construction In this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise In good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of c posted notice, the inspection will not be approved and a reinspection fee will be charged. r Signature Signature OWNER or AGENT NTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this Ice day of 20K., .by .2?- day of .20X- ,by who is personally,known to O ,who is peWally known to me or who has produced as me or who has produced as Identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: OTARY PUBLIC: BJP;••., KARENCARBONEIl KAREN CARBONELL '? W COMMISSION#FF 987308 w commISSH N#FF 887309 :o= EXPIRES:Much 11.220 EXPIRES:Merck 11,2020 .o IWO." Bonded Tin Nob"Pwo Un*wrbm Sign: =3: a:• gywdiwumwwP&hIJndmybm ign: Print: V-)aKCr'% Print: bc>-� f�) Seal: Seal: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) • • ••• Mark Size Sq.Ft. Type Nod ; r-7-5.0/+75.0 ftfess � Calc Press 136"x80" 19.8 FD liff5'15:6/+15 At -41.6/+38.2 Gt] 2 19.25"x 40" 5.28 SH 15-0512.10 -53.6/+40.1 LIJ 3 31„x 79.5"„ 16.5 FD T!4�Jt1 x.0'4p'o�++g .0 !S0.0/+38.2 `~_ m 11 2.� -'� 0/+ 0 -43.4/+40.1 , I _ 4 19 x 39.25 5.28 SH ' W 5 35.74"x 81.75" 20.4 FD 14-1015.04 -80.0/+80.0 -41.6/+38.2 •� Vf L S • ••• • • • • •• Y J � La N [117 FAMILY a ROOM egress q — Cd BEDROOM BATH eK 0 � Z ENTRY ir ce r- BATH � 2 1 _. 3 1®®G® - Note: Only replacing 5 openings, all other openings not shown are existing to remain. t � O)v jjU arch ltect,P.A. 1001 SW 67 AVE, STE 102 �L Miami, FL 33144 C`js�✓ (305) 894-6605 (786) 347-7692 FAX email: info@arm-architect.com website: www.arm-architect.com Florida License Number AA26001833 November 16, 2016 Miami Shores Building Department 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 RE: Zananiri Residence -30 NE 106 ST - Permit Number WS-8-16-2378—Certification Letter Dear Building Inspector: This letter is to certify that the installation of door#3,as described in the documents submitted and approved for the above referenced permit has been installed according to the attached detail SK-1 (Exhibit A). The installation of the wood buck(s) described in the attached detail is executed as required to transfer load to the structure and, in addition the door is installed per the requirements of the NOA submitted and approved for the above referenced permit number and the requirements of the 2014 Florida Building Code, 5th Edition. Please contact me on my cell, 786-512-2577, should you have any questions or comments. Sincerely, c�it Amil erldez• Florida dlRiRb 3063 President— itect PA � v alchltect P.A. November 16, 2016 Zananiri Residence -30 NE 106 ST -Permit Number WS-8-16-2378—Certification Letter EXHIBIT A - (PAGE 1 OF 2) 2X6 PT WOOD BUCK a 2X4 PT WOOD BUCK \ P - 1\ HATCH REPRESENTS MASONRY/CONCRETE OPENING 1-1/2"MIN.EMBEDMENT ELEVATION IN TO CMU/CONCRETE 3/4°=1'-0" r 2X6 PT WOOD BUCK �• . ` . O EXISTING 'LATE � MASONRY/CONCRETE WALL 2X4 PT WOOD BUCK 1-1/2„MIN.EMBEDMENT p INTO WOOD • A ��a • • is 1 R • STUCCO TO MATCH ALUMINUM DOOR AND F ME EXISTING. PAINT. FASTENERS FOR DOOR 3"X 1/4”0 CONCRETE TO WOOD BUCK NOT SCREW.SEE ELVATION SHOWN FOR CLARITY FOR SPACING,TYP. DETAIL A AMILCAR R. MELENDEZ FLORIDA REGISTRATION AR93063 iol ZANANIRI RESIDENCE EXHIBIT A project name. 2 O F 2 architect,P.A. 1001 SW 67 AVE,STE 102 30 NE 106 STREET drawing title. Miami, FL 33144 MIAMI SHORES, FL 33138-2035 drawn by. ARM TEL.:+1305 894 6605 FOLIO: 11-2136-006-0060SK-1 FAX.:+1786 347 7692 project no. 15051.60 INFO@ARM-ARCHITECT.COM date. 11.16.2016 drawing no. project address. © 2016 ARM ACHITECT,PA 06/30/2015-2:48pm gabdals VAProjects\2014-MPS1400 Wind Charts\ Rsference100-MPS14-4W Series C&C(Current).dwg Sth ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Tributa Area Ft Roof Tributa Area Ft 1.TABLES ARE INTENDED TO ORST CASE'PRESSURES.'WORST CASE'IS DEFINED AS THE C IRON OP A WN VARIABLE AS DESCRIBED BELOW. Height 30 15 20 25 30 50 eight 10 15 20 25 30 35 40 45 50 USE OF CRITICAL CO D FOR ITH THESE TABLES. -43.4 -42.4 -41.6 -41.1 -40.6 3 -53.6 -S3.5 -50.0 -48.9 -47.9 -47.1 -46.4 -45.8 -45.2 2.TABLES VALID 0 L S� F ROOF HEIGHT AS LIMITED ABOVE. 0-15 ft +�1 +39.0 +38.2 +37.7 +37.2 + :8; 6 S 0-15 ft +401 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 3 TABLES VALID F R & APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10°SH B _ B INEER AS A SITE SPECIFIC CONDITION. -44.0 -43.0 -42.2 -41.6 -41.1 .7 .1 -3 -54A -52.2 -50.7 -49.5 -48.6 -47.7 -47.0 -46A -45.9 4.IDENTIFY THE B L (A F HEIGHT.IF THE MEAN ROOF HEIGHT 161t ,MO 6 +39.5 +38.8 +38.2 +37.7 + .3 _ +36.6 6 16 ft +40.6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 CANNOT BE IDENTI D_ PEAK T. 5.ALWAYS ROUND - LE VALUE OR CONSERVATIVE ASSUMPTION. -44.6 -43.5 -42.8 -42.2 -41.7 41. 3 -55.1 -52.9 -51.4 -50.2 -49.2 -48.4 -47.6 -47.0 -46.5 6.CALCULATE THE TRI E OP NING IN QUESTION(HEIGHT*WIDTH)OR 17 ft +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 6.8 17 ft . +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 THE SPAN LENGTH(HEIGHT)M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -45.1 -44.0 -43.3 -42.7 -42.2 -41.8 -41A -41.1 40.8 -55.7 -53.5 -52.0 -50.8 -49.8 -48.9 -48.2 -47.6 -47.0 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL 18 ft +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 18 ft +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL -45.7 -44.6 -43.8 -43.2 -42.7 -42.2 -41.9 -41.5 -41.3 -56.4 -54.1 -52.6 -51.4 -50.4 -49.5 -48.8 -48.1 -47.6 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 7.IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER 46.2 -45.0 -44.2 -43.6 -43.1 -42.7 -42.3 -42.0 -41.7 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 -48.7 -48.1 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 20 ft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 20 ft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -06.6 45.5 44.7 44.1 43.6 43.1 42.8 42.4 42.1 57.6 -55.3 -53.7 -52.4 -51.4 qg.2 -48.6 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 21 ft +43.0 +41.9 +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 21 ft +43.0 +41.9 +41.1 + 5 +39. +38.5 9.FOR SITUATIONS THAT REQUIRE Kd-1.0,TABLE VALUES ARE UNDER-DESIGNED BY A 47.1 45.9 45.1 44.5 44.0 43.6 43.2 42.8 42.6 58.1 -55.8 -54.2 -5 .0 3 6 49.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 22ft +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 22ft +43.4 +42.3 +41.5 .8 9: 9.2 +38.9 GENERAL NOTES: 23 ft -47.5 -46.4 -45.6 -44.9 -44.4 -44.0 -43.6 -43.3 -43.0 23 ft -58.7 -56.4 -54.7 - .5 5 .5 - 18 0.1 -49.5 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN +43.8 +42.7 +41.8 +41.2 +40.7 +40.3 +39.9 +39.5 +39.2 +43.8 +42.7 +41.8 .2 +40.3 9 + +39.2 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -48.0 -46.8 -46.0 -45.3 -44.8 -44.4 -44.0 -43.6 -43.3 -59.2 -56.9 -55.2 -STI-' - .2 - -50.0 CRITERIA AS OUTLINED HEREIN. 24 ft +44.2 +43.1 +42.2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 24 ft +44.2 +43.1 +42.2 +41.6 +41. .2 +39.9 +39.6 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY -48.4 -47.2 -46.4 -45.7 -45.2 -44.7 -44.4 -44.0 -43.7 -59.7 -57.4 -55.7 -54.4 -53.3 -52.5 -51.7 -51.0 -50.4 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt-1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 25 ft +44 6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 25 ft +44 6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpI-+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH 26 ft -48.8 -47'6 -46.8 -46.1 -45.6 -45.1 -44.7 -44.4 -44.1 26 ft -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51.4 -50.8 LOCAL BUILDING DEPARTMENT.HVHZ-HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 WALLS AND VERTICAL SURFACES ONLY. 49.2 48.0 47.1 46.5 45.9 45.5 45.1 44.7 44.4 60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED&RAISED SEALED BY FRANK L BENNARDO,P.E. 27 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 27 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -49.5 -48.3 -47.5 -46.8 -46.3 -45.8 -45.4 -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 .51.6 USE OF THESE TABLES AND COR ING WIND VELOCITY,EXPOSURE,AND OTHER COEFFICIENTS LISTED IN HAIL BE NO VERIFIED BY THE GOVERNING 28 ft +45.7 +44.5 +43.6 +43.0 +42.4 L 2 +40?J 8 ft +45.7 +44.5 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 BUILDING DEPARTM RMl1]_OLDER. RRANTY FOR APPLICABILITY OF TABLE -49.9 -48.7 -47.8 -47.2 -46.6 .2: .l -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 VALUE USE IS OF D Sp 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 .3 / 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +41.5 +41.2 R ANY PRODUCT APPROVED CERTIFICATIOS.THONN. RE 0 I RA ELl` MITTED TEST CRITERIA AND OTHER 30 ft -50.3 -49.0 -48.2 -47.5 -47.0 5++ ;•� 30 ft -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 APPROVALS FOR DE G TIO F MATION AND APPLICABILITY OF THESE TABLE +46.3 +45.1 +44.3 +43.6 +43.0 .6r .+41.8 +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +41.5 VALUES WHICH IS T B V Y O I CCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL C��RO M ORDINANCES. -51.0 -49.7 -48.8 -48.2 47.6 -4 . 4.0 -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 7.NO CERTIFICATIO OF THE HOST STRUCTURE. 32 ft +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42. 2.1 32 ft +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 1+42.7 +42.4 +42.1 8.EXCEPT AS EXPRESSLY P N,NO ADDITIONAL CERTIFICATIONS OR 51.9 -50.7 -49.8 -49.1 -48.5 -48.0 -47.6 -47.2 -46.9 -64.1 -61.6 -59.8 -58A -57.3 -56.3 -55.5 -54.7 -54.1 AFFIRMATIONS ARE INTENDED. 35 ft +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 35 ft +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 a-10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF -53.4 -52.1 -51.2 -50.5 -49.9 -49.4 -49.0 -48.6 -48.3 -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 40 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 40 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44,1 DIMENSION OR 3FT(Sm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF 54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 49.8 49.5 67.6 64.9 63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 EAVE HEIGHT 45 ft +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 45 ft +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 a a ROOF HEIGHT 50 ft 56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 50 ft -69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 ••• •• +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 +51.6 +50.2 1+49.3 1+48.5 +47.9 +47.4 1+47.0 446.6 +46A •• • • • • 55 ft 57.1 -55.7 -54.7 -54.0 -53.4 -52.8 -52.4 -52.0 -51.6 -70.5 -67.7 -65.8 -64.2 -63.0 -61.9 -61.0 7Z.-j- - 8 1: I 5 a +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 55 ft +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 4#7.5 IOWA •• • • • 58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 -71.8 -69.0 -67.0 -65.4 -64.1 -63.1 -62.1 -61.3 -60.6 O Eos +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 60ft +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 WALL ZONE FIGURES ISOM RI FAo REMARKS DRWN CHKD DATE 'fl o INR ISSUE GSS TSB 03/05/12 5TH ED. FLORIDA BUILD•jNq CODE •. ENGINEERING o mz �n 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 / 0 j d 1 • •• • . �XPRE, ® �T o 1 REV 2014 FBC DGM TSB 06/10/15 ` 1-T 1 •• • ••• • �� on,r 2 - - - - ASCE 7-10, CHAPTER 30 CORPORATE OFFICE: Z 16( W wm z m - DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th AVENUE, SUITE 106 z DEERFIELD BEACH, FL 33442 v 'p ci TwsDOCUMENT ISTHE PROPERTY ofENGWEERPIGEXPRESS, MASTER PLAN SHEET •:• i i • • Py(954)354-0660 F:(954)354-0443 z N p AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WrrKau I • ••• • • • CERT OF AUTH 718888 z O 0 'p Q • • • • • • • • m f, wRIrrEN CONSENT OF ENcwEERwc DURESS.ALTERATIONS, e 1 a•• •• •i ••• • ••'EiF=ELLO@ENGINEERINGEXPRESS.COM M O m ADDITIONS,OR OTHER MARIONGS TO THIS DOCUMENT ARE NOT /'l o PERMITTED AND N""D^TE°uR°ERnFI°^n°N •• 1=-NGPNEERINGEXPRESS.COM f � MIAMI•DADE MIAMI-DADE COUNTY iWANAW PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208' DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) tvww.miamidade.Eov/eeonomv CGI Windows&Doors,Inc. 10100 N.W.25'1 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 date stated below.The Miami-Dade County Produpt"rol Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County$oeserve the r1Wto have•ti!r+i,- product or material tested for quality assurance purposes. If this product or material 1W1.S to perform 1 the acceptecj manner, the manufacturer will incur the expense of such testing and the AHJ may iong&tely revoke, modi%*bf• suspend the use of such product or material within their jurisdiction. RER resarvor, the right tQ revok40tl a acceptance, if it is determined by Miami-Dade County Product Control Section that his0product br%aftrialf01l1•tQ meet the requirements of the applicable building code. •••••• ••• 06:00 This product is approved as described herein,and has been designed to comply with t11d Ffdrida BuikR;g:Code,O e 0 0•0 including the High Velocity Hurricane Zone. 0 0 0••• DESCRIPTION: Series 11160 Sentinel"Aluminum Outswing glazed Doors Wwo sifttes- •:• 0 ••• APPROVAL DOCUMENT:Drawing No.W13-01 Rev D,titled"Series 160 Sentinet Outswing D�oare",shee ?f 41103 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 manufacturer's 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 entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Oficial. 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 was reviewed by Ishaq I.Chanda,P.E. NOA No. 14-1015.04 MIAWDADE COUNZ 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 I1 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 Air 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 0000 6) Forced Entry Test,per FBC 24113.2.1,TAS 203-94. ••, •• Along with manufacturer's parts and section drawing marked-up drawings Jaluminwm out w/ ,• sidelites, by American test Lab of South Florida,Inc., Test Report No. A•1 M-121810*1 12 dates• • 02/11/2013, signed and sealed by Henry Hatem,P.E. •,•, •• 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per F$C,TAS 242-9040• ....... 2) Large Missile Impact Test per FBC,TAS 201-9+4•;••; 00000' 3) Cyclic Wind Pressure Loading per FBC,TAS 205-94 •• • 006060 Along with manufacturer's parts and section drawing marked-up drawing9 of alumitmIn sidelites,•, issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample.#3)djefl4VI6/201S'0: • _ .... , signed and sealed by Ramesh Patel,RE :•• 9000 C. CALCULATIONS 00 0 1. Anchor verification calculations and structural analysis, complying with FBC-2014(51" 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 CERTIFICATIONS 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(5u`Edition)and letter of no financial interest, prepared by Al Farooq Corporation,dated 09/23/14,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This file NOA revises#13-0226.06,expiring 08/08/18. 2. Test proposals approved dated 12/16/14&# 12-0553, dated 04/25/12 approved by RER. 14 1: (A(--A� Ishaq 1.Chanda,P.E. Product Control Examiner NOA No 14-1015.04 Expiration Date:August 08,2018 Approval Date: August 13,2015 E-x 37-1/4' 72' 4,U Y HEAD ANCHORS AT STILE ENDS DOOR FRAME WIDTH DOOR FRAME WIDTH 2 ANCHORS QUANTITY CHART n S'MAX. 3" TYPE 'A'ENDS R,C Ha"WAX. SEE CHART FOR QUANTISY ANCHOR TYPE Z 3 HEAD/SILL CORNM 3• 6• 3• SHIM A' 'B' CORNERS A �- A -_ 1/4' 4 4 4 1� I i I t 3/8' 6 e II q4Q'nQQ /I I- t/2' 7 7 - Y. O$ v 1L`f I Ocl IX - I m a I rs f !I l'ADDiICfAEV13£D .�0 c3 Ju// j io io a LOCK OPTIONS I �u!/ w116 Of O P1oeUA Q�5 / I x x ' SEE SHEET I x \ \ o 9 w c , m a 24 ri 4DIN t?olg / II io 3 N 0 Ll -Z O La v I I \ 1 \ I t / II Q� Cn �• azN " I 1 I II N SERIES SENTINEL 180 u = ALUMINUM OUTSWING DOOR W/ SII}ELITES Hn ai^ A Ac7IVE APPROVAL APPLIES TO SINGLE (X)AND DOUBLE (XX) LEAF DOORS WITH OR WfTHOUT SIDELITES. Z 3 m o B B SIDE LITE$ CAN BE ON ONE OR BOTH SIDES OF DOOR. Z z U. 23 1/2' ° 23 1/2" 23 1/2' a $ SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACITIES. o SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES D.L.OPG. 2 ANCHORS o.L OPG. D.L.OPG. SEE SHEET 4 FOR SIDELITE TO DOOR MULLION CAPACITY. U!?i TYPE'w 4 ANCHORS SURFACE APPLIED THE LOWEST VALUE FROM DOOR, SIDELITE OR MULLION CAPACITY o AT STILE ENDS TYPE'B' FALSE MUNTNS AT STILE ENDS MAY BE USED AT WILL APPLY TO ENTIRE SYSTEM. TYPICAL ELEVATION TYPICAL ELEVATION THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ( X ) ( XX ) REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). a 1BY OR 25Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO o R POOR OPTIONS P- TRANSFER LOADS TO THE STRUCTURE. DOORS LOAD CAPAC[Ty_ PSF DOORS LOAD CAPACITY-PSF ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS SINGLE DOORS (X) DOUBLE(XX) EMBEDMENT TO BASE MATERIA.SHALL BE BEYOND WALL DRESSING OR STUCCO. ' z DOOR DDIS. LAM. or INSUL-LAM. DOOR DIMS. LAM, or INSUL-LAM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL a a V o FRAME I LEAF FRAME EXT{+) �•(-) FRAME LFAF FRAME EXT.(+) KF.(-) c • WIDTH WIDTH HEIGHT WWTH WIDTH HEIGHT O A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. �= 37-1/4' 35• Or so so n• 35• . as• tw 80 o m i� •• ••• • • • •• MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,7HAT COME INTO NOTE: • • • • • • • • • CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS VERIFY COMPLIANCE WITH EGRESS•PITATI091 WHERE RE4UIRED.• • • OF CURRENT FLORIDA BLDG. CODE. NOTE: •• *00 •• • • • •• Eigr.M4AD AHMAD FLUSH BOLTS AND LOCKS MUST BE Fu vCIVIL ENGAGED TO HEAD AND SILL DURING 000 .LO. DIMS. PERIODS OF HURRICANE WARNING. D.L.O. HEIGHT FRAME HEIGHT- 12.875" 1 C ••• • 40* D.L.O.WID (X DOORS) - FRAME WIDTH - 13.75" NOTE: .0. • • • • R.L.Q.VGDT1 (XX DOORS) = (FRAME WIDTH - 25)/2 GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • • • drowinq no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) •• • • •• • • AND FLORIDA BUILDING COMMISSION ••• 0• •• ••• QRS �I ITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. W13-01 DECLARATORY STATEMENT DCA05-DEC-219 3 HUTTER%ARE NOT REQUIRED. sheet 1 oT 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 37-1/4' 72' Z to DOOR FRAME WIDTH RS DOOR FRAME WIDTH READ QUANTITY CHART ORS AT STILE S"WXENDS 0 3. TYPE.AO'0'OR'C" 3' 6" 3" SEE CHART FOR QUANTffY ANCHOR TYPE n (� 0. E /SIL AT STILE ENDS HEAD/SILL SHIM 'A' '0' 'C' g HEAD/SILL CORNERS C� CORNERS A �- A _ 1/4' 4 4 4 6 6 6 n /2' PG. 7 p LOCK OPTIONS 1 N 6 \6 \ C SEE SHEET 9 m 3� I I lA i I I �� 11 1 ��• 1 - II �� K y � 1 \ 1 06 PRODMrRRV49E0 0 _ _-YY_3: I \ 1 _'�-St__ laW lAe Pbrf4 �{[� N o D/ �0 T (n C n N M! eN- 4z II j 1 I II �, ¢i=9 1♦,C��. �aw - ,-1 0r=u—1 3�� ACTNE 1 ACTNE 1 1- Ca•+i � �O�� 23 1 °D 23 1/2" 23 1/2' O O.L.O 2 ANCHORS O.L.OPO. D.L. TYPE'0' 4 ANCHORS SURFACE APPLIED AT STILE ENDS TYPE'B' FALSE MUNONS AT STILE ENDS MAY BE USED 8" TYPI EVATI ELON FOR 3 HINGE DOOR , TYPICAL EMMON FOR 3 HINGE DOOR ° 6 ( X) ( XX ) NOTE: SEE SHEET t FOR DOOR CAPACITIES cm�0 C 6 0 0 0 •• ••• • • • • • •• • • • • • • • • • E gr JA�AIINAD 4 •• ••• •• • • • •• FIA PE f7o�a GAN. , . ... . .... . . • • • • • • • • • • drawing no. • • • • • W13-01 •• • • .• • . . . . • •• • • • • • • • VO sheet 2 01 t t • . . . . . • . . • • .. .. • . . •. .• •.. . • . •.. . . 144'MAX. 37 1/8' 36' 72' W. SEE CHART FOR QUANTITY SIDELRE WIDTH SIDELITE WIDTH DOOR FRAME WIDTH SIDELITE WID Z HEM 6"MAX. e"MAX. 3" e' 3' AT SPILE&&MMUON ENDS QUANTITY CHART F F � FE �- ANCHOR TYPE CORNERS CORN 1 ( t SHIM 'A '8' 'C U 1/4' 4 4 4 ^r R 815 / II II 1/Y 7 7 - / fir= I " 4& LOCK ONS i J •', i FASTENERS SAME LOCAT10N5 x o x ^o SEE 9 _- _ AS ANCHORS SHOWN ON W , W , _.._-�- , SHEETS 1 &2 a N II / II O II 0 Li -Al __C LL ACTIVE _ INACTNE o I 1 t 1 w ZZ� 31 1/8' 31 1/8' 23 1/2' 23 1/2' 31 1/8' $ U�� D.L.OPG. D.L.OPG. D.L OPG. D.L OPG. O.L. OPG. O DESIGN LOAD CAPACITY -PSF 4 ANCHORS FALSE APPLIED FALSE MUNTIPIS SIDELITE FRAME STATIONARYPEE KOX DQ)(o) iYP10AL ELEVATION TYPICAL ELEVATION AT N AND ��E Is MAY 9E USED WIDTH HEIGHT INCHES INCHES EXT.(+) INT.(-) ( o ) ( oxxo ) IAOIIUCr REVISED C 24 80.0 80.o SIDELITE OPTIONS r�7�14tbfUFW & o 011 30 80.0 80.0 33 e0A Bo.O �Dnnt�'1'1 p/�:p C g �& Sub 5 M 36 80.0 80.0 37-1/8 77.6 77.6 a �g� 39 73.8 73.8 ID D. .O. DIMS- u o S S S 42 88.6 wo D.L.O. HEIGHT FRAME HEIGHT - 12.875" i 24 80.0 60.0 •• ••• • • • • �otmuo • • • • • • • • •• D.L.O. WIDTH = SIDELITE WIDTH - 6' STAND ALONE SD)ELRE ONLY 30 80.0 80.0 • • •• • • • • • D.L.O.WIDTH _ SIDELITE WIDTH - 4.875 S6TEUTE 10 DOOR ONLY 33 90 80.0 80.0 • •• • • • • ••• • 38 80.0 80.0 •• *00 •• • • • •• Engr..JAYAD AHMAO 37-1/8 77.6 77.8 E If FIA.PE i 70592 0 39 73.8 739 38 24 80.0 80.0 • ••• • ••• • . a 30 80.0 80.0 • • • 33 96 80.0 609 ••• • • •• •w • • • • �{}• 2415 draw(ng no. • W13-01 36 80.0 eoo • •• • • • • • 37-1/8 • • 77.6 77.6 •• • ••• • • • sheet_3of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN]AAD CAPACITY -PSP DOOR DOOR DOOR DOOR ��Ill DOOR 151DWTF LOA FRAME SIDETJTE SIDEUTE FRAME SIDEUTE FRAME SIDEUTE FRAME 11� SIDELRE LEAF FRAME 70 DOOR MDW10N WIDTH' ` WIDTH WIDTH - WIDTH WIDTHWIDTH - WIDTH `WIDTH •Y WIDTH WIDTH HEIGHT ( ��80.0W) Z INCHES INCHES INCHES E-(+) \ 0 k 24 80.0 80.0 C / / H C \C 30 80.0 80.0 i : dog 33 35 84 80.0 80.0 61 % � % � •,� r �i �i Li(yt 38 80.0 80.0 gW7I J J J 37-1/a 77.8 77.6 g \ 1- 39 73.8 73.8 \\ \\ \ // W 42 BB.B 68.6 \ \ �Q 24 80.0 80.0 0 h fl 33 35 eo 30 80.0 80A.0 80.0 x0x) $ . NO 36 80.0 80.0 Z 37-1/S 77.6 77.8 SIDEUTE DOOR FRAME SIDEUTE DOOR FRAME SIDEUTE .I• c 39 73b 73.8 MOTH ` WIDTH WIDTH WIDTH WIDTH Q f 24 80.0 80.0 30 80.0 80.0 IF, \33 80.035 96 80.0 \C NJ H36 80.0 80.0 /�f37-1/8 77.6 77.s %/ !: ;: / NO/ \II/A.Lj N p /p' ( ) Cn In Ml1LUONJ '()DID DOOR STILE ' (OxxO) $ M END ANCHORS END ANCHORS IRnDUCPREVISM d O 3M n O JO SEE SHEET 3 SEE SHEET I -kp�.F� Z_Z W Afft C) �/IC'A11ae nick tI A 114 d,} Miu•FDAM 241 cm � O LEAF WIDTH LSiDELITE WIDTH DOOR FRAME WIDTH c R 7g dt SINGLE(X)-- MAX. ° 9!d DOUBLE(XX)72"MAX. u SIDEWS TO DOOR m a NOTE: o m INSTRUCTIONS: GLASS CAPACITIES ON THIS SHEET ARE g $ USE cBASED ON ASTM E1300-09 (3 SEC. GUSTS) s m CHARTS AS as FouAws •• ••• • • • • • •• AND FLORIDA BUILDING COMMISSION 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM • • •• • • • • • DECLARATORY STATEMENT DCA05-DEC-219 TABLES ON SHEEF 1. • •• • • • • ••• • n c • • • • • • • • • EW.JAVADAHMAD 1 2. SELECT CCAPACITYFROM TABLE ASM. DOOR MULLION •• ••• •• • • • •• 2 0 3. LOWER VALUESW FROM STEPS 1 OR 2 W .APPLY //7068 TO ENTIRE SYSTEM. i 1 • ••• • ••• • • • • • • • • • • • • dr0 Vin• wing n0. • .• • • W13-01 .. • • • • • • •• • • . . . . • •• • ••• • • • shoat 4 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �QID O� < v° T3 �eo 3/16"TEMPERED MUSS 3/8'AIR SPACE z•j 3/18"ANN.GLASS 3/16"HEAT STREN'D GLASS 3/18'ANNEALED GLA55 .075"Sonex CP With PET Core .075'Safkx CP With PET Core 075"Salle.CP With PET Coro - By'Eastman Chemical Co.' By'Eastman Chemicat Co: BY'Eastmanstman Chemical Co.' G_ 090"Sollm Clear And Color Glass 090"Sallex Clew And Color Glass .OBD"Sonex Clear And Color Glass a INTERIAYFRS By'Eastman Chemical Co.' KTERtAYERS By'Eastman Chemical Co' INTERLAYERS By'Eastman Chemical Co.' 90' 0Kuromy SentryGlas 090'Kwaroy SantryGlas 080'Kuromy Sentry0las � By'Kuroroy Americo.Inc.' By'Kuromy America.Inc.' By'Kumroy America.Inc. 090'Kuroroy Butactte PVB 080'Kuraroy Sutacite PV8 •090"Kuraray Butocite PVB M By'Kuromy America.tno.' By'Kwaray America. Inc.' By'Kuromy America.inc.' O iL3' 3/16"ANN. GLASS 3/18'HEAT STREMD GLASS 3/16"HEAT STREN'D GLASS O M ui SILICONE SILICONE M DOW CORNING 985 DOW CORNING 895 DOW SILICONCORNING 995 /RODUCf NHVISEp N o /-DOW CORNING 899 DOW CORNING 899 DOW CORNING 898 s .11bd»Fled" Vrr GE-1200 GE-1200 CE-1200 heWo•Ca6 cV'"m z i Are ••.No -Ql .D O r'1 n Dab 14 i i \ S os i. \\ •.�MFeF1ee Zai '* c �I o ` GE SPACER STT..XL STEEL BY''CARM": O ODURRASEAL BY'OUAMV SUPER SPACER BY'OUANEW 28 AT 1/4 POINTS 28 AT 1/4 POINTS 28 AT 1/4 POINTS 7/18" LAM. GLASS 7/16" LAM. GLASS & 1" OVERALL INSUL. LAM. GLASS +_ GLAZING 0 TI N a •• ••• • • • • • •• �Camao • •• • • • • ••• • •• • • • • • • • • • • E�gn JAVAD AHMM F 9 ••• •• • • • • CML � 'ap FLA, /70582 'o n 3538 r i 6 g ••• ••• ••• •w: ••• ••• 52015 JbL ,ba i • • • • drawing no. .• • • .• •' • '.' : : W13-01 •• • ••• • • • sheet 5 of�� ••• • • • • sic• • • 4EDW OOD DUCK ��V i3 TYPICAL ANCHORS EDGE DIST. 1DY WOOD DUCK OR EDGE 01ST. SEE ELEVATIONS .. SEE OTE SHEET 1STRUCTURE METAL Y •._ ..•• FOR SPACING �'ANC�ff�E:,.d OTE SHEET 1 EDGE DIST. STRUCTURE 3 .>CONCRETE i CQ I 1 I p 1 1 21 8 V! N TYPICAL ANCHORS G t 12 SEE ELEVATIONS I I I I TYPICAL ANCHORS CHORS FOR SPACING13 SEE ELEVATIONS ONS dl Fl®J1A. FOR SPACING FOR SPACING (q(qq W g '� UA--- m-ADE COUNTY PI;;;IjCUPPED MULLION g tlj.I• t 1 1 It I SEE SEPARATE NOA l 1 t I 1 II O _ WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS 11 tl Q�j MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM i ___------ ------- AND -__-__AND TRANSFER THEM TO THE BUILDING STRUCTURE. N 1 Q. ze TYPICAL ANCHORS: SEE ELEV.FOR SPACING I TYPE `A'- 1/4' DIA ULTRACON BY 'ELCO' (Fu=177 Ks,Fq=tSS KSI) � MIN. LF_NGTH = 2-3/4" TYPICAL SEEA ATIONS O 1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES FOR SPACING 0 Lo 1 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) t THRU 1BY BUCKS INTO CONIC. OR MASONRY 01 0 op i 1-3/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) x o a 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) n 03 � c li TYPE 'B'- 1,/4" DIA, ULTRACON BY 'ELCO' (Fw177 KSI.FY-155 K9) Z Z W MIN LENGTH = 2-3/4" 3 00 it DIRECTLY INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) U 0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) �fR TYPE 'C'- 1/4" DIA. TEKS OR RFI F DRILLING SCREWS (GRADE 5 CRS) y MT`v eut,r�Plor1N 26 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") A . INTO METAL STRUCTURES (HEAD/SILL/JAMBS) STEEL : 1/8'THK. MIN. (Fy = 36 KSI MIN.) lfa1MNlCl�ore1 c € T1 _r ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) B 1i i � 1 I I TYPICAL EDGE DISTANCE m ' INTO CONCRETE AND MASONRY = 2-1/2" MIN. c mm IN70 W000 STRUCTURE = 1' MIN. ^g S� INTO METAL STRUCTURE = 3/4" MIN. I 1 1 I 1 21 t2 •• 000 • • •WOOD if HEAD i1R JAMBS SD- 0.55 MIN. 23 i i 1 i • • • • • HEAD. SILL OR JAMBS Pc= 3000 P51 MIN. 1 I I 13 • • •• • • •• • • • .- D BLOCK AT JAMBS f'm - 2000 PSI MIN. T •a o • • • • • • • •� • Engr.JAVAD AF1W1D 1 �� •• ••• •• • AN*_Hq " BE HE% OR FLAT HEAD. 70892 , °••: °:.• SEALANTS: E '"' : o '' • °,1'• T ° • •• ••• • •••Aq� } E CONNECTIONS SEALED WITH• 6 201` TYPICAL • • • GE S*20;IUGONE SEALANT.EDGE ' SEE ELEVATIONS droving no. •• • • •• • • • • • W13-01 FOR SPACING ••• • • • • • • • •• • *00 • • • DOOR DETAILS 4 sheet 6 of 11 ••• • 1 • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/8-MAX. 3/8-MAX. 3 SHIM © SHIM O 2 tWOOD NOTE SHEET 7d .SEEE 1 I f ACTIVE LEAP TYPICAL ANCHORS [riyi LLL"' a TYPiCM.ANCHORS 21 SEE ELM ••.. FOR SPACING tr.C �'• SEE ELEV. �j h FOR SPACM a $7n 1 27 i'.s •'• °Z 23 ,s 7 ,8 •i: ;;t, s�pwply FMRRwY►W P1aW a Yl 25 26 D.4 OPG. Moly%/C.OL/ EXTERIOR 3 POINT STRUCTURE 25AEXTERIOR WIDTH "-WITH DEAD SOpate 7s a SEE SHEET 9 Ayr,1IA& Ca.W DOOR FRAME WOTH Q� n tS D_'� o 31W MAX. SHIM e� 3/SHIMMY.. © O WITH DEAD DOLT OR W000 BUCK 3 M .: SEE SHEET 9 WOOD STRUCTURE Op 3 M CONCRETE 2 FLUSH BOLT SEE NOTE SHEET 1 Z_Z OR' MASONRY.' ACTIVE LEAP INACTIVE LEAP 3 00= 24 1g LL ti TYPIGANCHORS '• 22 19 $ U SEE ELEV..• . FOR SPACI - 93 1 T TYPM ANCHORS C S T D.L OPC. T T FOR SPACING 19 D.L OPG. EXTERIOR LEAF WIDTH LEAF WIDTH v n n DOOR FRAME WIDTH •• •.• • • • • • •• Camuu • • • • • • • • • i •• ••.• ••:• •••• • •••• Figr.JAVAD AHMAD CML F A 70592 C� SB ySoI [�- .0. ••• ••• ••. 3o 5 ••• • ••• • • • dra ••• • . ••• ••• ••• DOOR DET0i2015 W13-01 AILS sheat 7 of 11 • • • • • • • • • • • •. •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS /IB SEE ELEVATIONS �Y FOR SPACING GE DIST. •..>CONCRETE 1�^ 0 U 12 � 13 0 0 �_ � 28 3 B.MAX. eDj MATING JAMB FASTENERS � nw SHIM.; g Z f8 FOR LOCATIONS SEE DOOR JAMB SPACING ,8 CONCRETE. 17 SHEETS 1 & 2 v . .., ON S 0!i1 MASONRY• o N n � O C3 M n 00 3 $ 0 zz _ - ----- --- ___ 3 W o .. p. EXTERIOR o 4 D.L.OPc. LEAF WIDTH 4 SIDELRE WIDTH DOOR FRAME WIOTH 28 MAX SINGLE(x) 72'•MAX.DOUBLE(X%) cg p8p55 FRAME WIDTH o 8 w i2 TYPICAL ANL710Rs SEE a". ►wooucrRev�Fo T 3 FOR OSPAING BEFORE MATLWKY ING 8� E' FbjJ& > $so -ay / 0/ •OY ab • �+ 0• &lMotfw Dae � As,.• ••• • • • • • MOTE: LIMIT SHIM TO METAL STRUCTURE AT JAMBS TO 3/8 12 • • •• • • • • • © 13 • • • • • • • • Engr.JAVAD AHMAD � •• ••• •• • • • ••• CML � .• N FLA. N 70892 O q . •.. • ..• . • . • • • . • • • EONCF&E:.. o v•` , • • • • • • • • • 201 drawing no. <•c EDGE GIST. TYPICAL ANCHORS • •• • • • • • • • W 13-01 FSE -OR SPACINGNS •• • ••• • • • SIDELITE DETAILS 9T,eet 8 oT i l ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • �v U BILL OF MATERIALS � EXTRUSIONS MISCELLANEOUS z z # zJ ITER RT Mu.9 PA ➢ESOt6T�1 MATERIAL W". RENARIM ITEM 9 mBE PART% DESONWTION NATMV- DAME, HEN= F i 1 CG1-189 FRDAE DEAD ADD SILL 6063-T6 CGI EXIOIOER 21 1 MIB XC4947 FRAME GASKET fOAMANESURY OR it 9 n 2 CGI-190 FRAME Jft 606346 C6I FATTUM 22 M6 32084 3130 THAM GA20 TOAD AMBDRY OR V 3 CGI-196 SIDELITE HEAD AND SILL 6063-T6 C6L EXTRUDER 23 MS VM321NG A97 x 320 VEATHCRSTRTP PILE W cow FIN VDB. ULTRAFAB OR W" 4 CGE-397 FREE STAIPHIG SIOELIIE JAMD U63-TS CIA EXTRIt➢ER 24 !• V333 M 187 X=HM PILE V'STRIPPIN6 VM W FIN ILTRAFAB OR EMW Q 5 CGI-198 MAIN SHMITE MID 6IO316 CGI EXTRUDER 25 M9 CH-308-3 Niter(4 ire X 4') fdLORPAIN CGI-CU5FOM 6 c6T-193 PM TV AND MIT IH RAR. M-76 I CGI EXTR W 25A MIO AB800-1S32D I ROM C4 L2'X 47 MAU WaR (�p 7 C5I-194 PANEL VERTICAL STELE 6063-16 CGI EXTRUDER 258 MIT AM-ISS RDO(4 V2'X 4') SIS WAR 9 C6t-199 SHEAR I= 6063-76 LTTE EXTRUBER 26 M4 CU-WV GIAM BEAD&0.D VRm mi-CUSTOI 12 CGI-191 FRAME LEAD AND SBA.CREW LOVER W-T5 CGI EXTAM 27 TF7 LB'-16 MY mom RDD-SECURED WITH 3B'FEU MR ZINC PLATED 13 MT-192 TRADE READ AND SILL SLANTED SCPEV COYER 6063-75 M EXTRUDER 28 - SETTING IOLXR(2 PER LIIfl FP1D1 pimn'TER e0L5 SBmE A Q 34 061-121 ?AV LASS GLAZN DEAD 6863-Ts Ea EXTRIM IL•- - 14A CGI-0 F'GLASS GLAZING BEAD 6063-15 CGI EXTRUDER Z is CGI 200 SPEAR BLiSX RATE 6063 76 C6t EXTRIR NOTE: ITEM NUMBERS B. 10 & 71 ARE NOT USED W 16 CGt-l% ASTRAGAL 6063-75 CW EXTRU➢FR 17 cm-508 SCREV mVER 6063-75 CGI EXTR7IBER w LOCKING HARDWARE PARI Na OESC nDi MATERIAL DAME. mom g� CGI-45M 3 POW LDCD ASSEMBLY(ACTEVE LEAF) C61-CUS7IBF USED BY ALL(]PIT= g W CGT-1204 FLU9180LT ASMOLY ONACTIVE LEAD Cbl-CUST(M USED BY ALL OPIIDLC �' O , 0 Lu VMM 1 5453 PASS ACTIVE LEVER(ACTIVE LEAF) BALBVIN 0 QC 5455 FD MW LEVER 40MVE LEAF) RALDVIN OPTIONAL �j 4 m MADI&I(ACTIVE LEAF) BALDVIN s n$ OPTION 2 JB60 DEAMMI WIVE LEAF) DEXTER BY SOL JMI 7� ACTIVE LEVER(ACTIVE LEANS DE)m BY SEM Q 3 M a Imam D"LEVER(INACTIVE LEN) OE m By SOL writs I. Z Z OPTION 3 082410 BEADUL7(ACTIVE LEAF) mPPER tREEX moDucr1R£VIM 3 o BL22- ACTIVE LEVER(ACTIVE LEADCOPPER tDEEX Code W"16 VER ►Tx� �o—`� oLm P"LE (INACTIVE LEAF) MPPER CKU DP7mm ' PW4e N9 Q O U EN+F+MgDate y C� K• St„ tlrk rADbDI SCREWS IT"B PART Da ORCRWTI.O REMARKS p $ 18 114 X 3/4'DEB HEAD TEMB-MULLDM ATTADDENT 19 4 6 X V2'PATI LEAD SMS-AMAGAI.A7TAO9ENT f2'FR@I F]DS Za 9 10 X I V4'PH SMS-ASOMLY 3 PER C(lRWR q°9898 • • • • • • • • • �n JAVAD NSWAO d o •• •.• •• • • • •• CmL FLA.PE i 70582 a H.3338 CA }• I • . • • . • • Ot5 drawing no. •: :. •: . ' .•. : W13-01 •• • *00 • • • sheet 9 of 11 • • • • • • • • • • • •• •• • • • •• •• 1 - a Bed Wt AxaonMl Avnantr a° ttatmge Asst'. IbAoge�+a g� n Baa ftda Ya.z� J� 1/t' 844 Hmrsmg rn ° /19 x 314'PH SYS � u� ° tkW*oH W O La O� CamucHan Cameetim tlAed r -� x NKeyed o NNS m DaadEdt A x 1/f PH YS Q$M am i1sF Tia / ►RODUCf REVISED _ZZ ° ---�-�j see ce phbB Ml\f4 Fie" C'--� Keyed ARapluti�r � U o Td�exe Adbbat M•s/M► CakrM Bled Cup o CHO oTOP SECTION SHOWN c (BOTTOM SIMILAR) Flushbdts(Inactive Pard) HI Top&Bottom gym— d • • • • • • r.JAVAD MOD •a •• • • • • •• �4 MR. 4 e ay FIA.E 8 92 o n CX 33 • • • •' : : : : G 0 5 arewmy no. •• • •• • . W13-01 M CUSTOM . .. . . . . . . 3 POINT LUCK •• • ••• • • • sheet 9.1ot 11 • • • • • • • • • • • •• •• • • • •• •• ,.766 FLOW 8 3.625 123 m 1.625 z .750 .062 w O J 1590 ,OgO �� 7d 1.587 4.495 6 O 5.500 O 12 FRAME COVER ° O DOOR FRAME HEAD/SILL po 3.825 1587 0dC Q Q R c'dgI 2.456 �'z 1.410 04 1.625 .062 a 1.625 TOP & BOTTOM RAIL Z . 3.590 13 SILL COVER 080 FU.)L.6.438 .075 .465 1b281.440.075 1' 4.495so 1.755 HINGE & LOCK STILE O M�, SIDELITE TOP & BOTTOM FRAME t7 SIDELITE JAMB COVER Z Z n 30 Yt o .328 @ V o m .135 � L.7. .245 .625 15I00 .i85 1pgpUCf perry .805 3� bdal� /MF,.,& 115 ��r' 4u /0/,fO,y/ 1622 $R 1.060 O13 N� Cypy ° B H is ASTRAGAL ADAPTER SHEAR BLOCK SHEAR BLOCK PLATE c U 1.810 3.005 .875 1.125 2.000 1.081 .995 5 120 1.462 •• •• • 2V • •• 090 Soo • • • s • • t.tsa o .060 -'¢' • •• 0.- . • 14 a.000 • •i i i i i 4.000 GLASS STOP (LAM. GLASS) 4.000 .075 •• •• . Engr.JAVAD AHMAD .500 .125 cw .070 .505 .120 FtX PEE A"M u .120 2.388 .420 • •.1.465 • 1.d••• .995 . _ir CAN. .}. • • • • •• .ale • i i � A � 70i!i drowic ow t.225 .• • • •• • • • 1.184 .. . . . • •. . „A W13-01 00 0 DOOR FRAME JAMB SIDELITE FRAME JAMB SIDELITE MATING JAM.B GLASS STOP (INSUL LAM. GLASS) sheet p of T • •• •• • • • •• •• 20 a ro ; 20 ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS / Z / ASSEMBLY FASTENERS TO BE INSTALLED - PRIOR TO JOINING MATING JAMBS / 4 1 //a�� ,, r as I / 5 3 it 1 i aco66 1 ul1 IV i I , HOLE CAP----� I HOLE z gQ � I MATING JAMB i i ca O Lu yj FASTENERS j S S i 0 SEE SHEET 8 FOR DEWL 2 I i s .16 N n 1 N� N 3 Z Z ani SIDEUTE JAMB CORNER SIDELITE MATING JAMB CORNER 3 p OR FRAME TOP & 8070M CORNER TOP & BOTTOM TOP & BOTTOM O 15 0 �p c� W n d n m • ••• • • • • • •• <m u o • • • • • • • • � JAS Af WAD j, q $ • ••• •• • • • •• , T3 R CAIEI.B Li • • • • • • • • • • drawing no. • • • • • • • • • 0 0 ' ' • • •. • .• • • • W13-01 LEAF TOP & BDTiOM CORNER •• • 00: • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • r M IAM PDADE MIAMI-DADE COUNTY M PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy CGI Windows&Doors 10100 NW 25th 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 date stated 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 produet 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`Sentinel 110"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W10-03, titled Series Sentinel 110 Alum. S.H. 'Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision C dated 04/10/15, prepared by Al- Farooq Corporation, 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. 0000 MISSILE IMPACT RATING:Large and Small Missile Impact Resistant.; .• •••••• 000000 LABELING: Each unit shall bear a permanent label with the manufacturer;%pMe or logo;city, sta ted o model/series, and following statement: "Miami-Dade County Product Control A,pk'pyed", unless otheNise noted herein. 000000 .. . RENEWAL of this NOA shall be considered after a renewal application has f filed and there ..... bu3has beep-- no change in the applicable building code negatively affecting the performance of Amis Qroduaf :': 00000 00 .. .0 . 0000.. TERMINATION of this NOA will occur after the expiration date or if there has.6aon a revisign or change•• in the materials,use, and/or manufacture of the product or process. Misuse of 4his*ibA as-an eladorsena" o of any product, for sales, advertising or any other purposes shall automaticallyterV4ate tlns R6A. Failure . 0000.0 to comply with any section of this NOA shall be cause for termination and remotlhl ofNOA,0•,•. 0 • 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 entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#140915.06 and consists of this page 1 and evidence pages E-I and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. usft NOA No.15-0512.10 QM1 -DADECOUNTY Expiration Date: September 22,2020 e r j Approval Date: August 06 2015 71121) Page 1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10-03,titled"Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10,with revision C dated 04/10/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. 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 marked-up drawings and installation diagram of a series 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA,dated 03/03/15,signed and sealed by Ramesh C.Patel,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 marked-up drawings and installation diagram of a series 7400 PVC project out window,to qualify DuPont`Butacite"PVB interlayer,Duraseal®and Super Spacer(M insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WB, dated 03/03/15,signed and sealed by Ramesh C. Patel,P.E. 3. 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 0000 3) Cyclic Wind Pressure Loading per FBC,!'ASS.•203-94••0•' 0000.. along with marked-up drawings and installation diagram of a'strids 238.&lVl'ijnum • fixed window,to qualify DuPont"Butacite"PVB interlayer; aseal®Md'Super Spacer®insulating glass spacer,prepared by Certified Test I.W4gratorie9.'I1Vt Report••• No. CTLA-3056 WC, dated 04/16/15,signed and sealed by ADnitsh C.*Mar,RE...... 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94,••; .• V: ••:•. 2)Uniform Static Air Pressure Test,Loadiri&'pe'r FBC T'AS 202-94•••;• 3 Water Resistance Te per FBC TAS 2Q2-94 94 • • 0000.. 4)Large Missile Impact Test per FBC,TAS 201-94 .. 0 • 5) Cyclic Wind Pressure Loading per FBC,TAS$03-94• :"": 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94.• • along with marked-up drawings and installation diagram of a series"Sentinel" aluminum single hung window,prepared by Hurricane Test Laboratory, LLC,Test Report No. HTL-0080-0101-10,dated 02/03/10,signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510. Manuel P .E. Product Controxa ner NOA No. 12.10 Expiration Date: September 22,2020 Approval Date: August 06 2015 E-1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-51' Edition(2014), dated 09/08/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0915.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-5"Editlofl(201 ,vd of no', • financial interest,dated 08/26/14,issued by Al-Farooq Corpomlicn, signed and sealed.:. by Javad Ahmad,P.E. ...••• - . (Submitted under previous NOA No.14-0915.06) . . 2. Laboratory compliance letter for Test Report No. HTL-008VjQjQj-10, i#V�e,�by Hurricane Test Laboratory, LLC, dated February 03, 2010, sWriad and s'aallzd:by Vi u••• J. Abraham,P.E. (Submitted under NOA No.10-0510.11) •••• • 3. Test Proposal for the qualification of Butacite®PVB glass;4tallyer b%Dyront a?.... well as Duraseal®and Super Spacer®Standard warm-edge flexible if4iiNt#ng glass spacers, dated December 16,2014,issued by RER, Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0915.06, issued to CGI Windows & Doors for their Series"Sentinel 110"Aluminum Single Hung Window- L.M.I. approved on 02/05/15 and expiring on 09/22/20. :kbmwp� ManuelPAPWP.E. Product ControWExafinerN( No. 2.10 Expiration Date: September 22,2020 Approval Date: August 06 2015 E-2 53 1/8" 52 1/8' 52 1/8' r� FLANGE WIDTH BUCK WIDTH BUCK WIDTH q77/ a 47 7/16' 47 7/16' 47 7/16' Z n 3 D.LO.(FIX.UTE) FALSE MUNRNS FD.LO. (ELIC. LRE) FALSE MUNTINS D.L.O.(FDC. LITE) O 03 z 20 9/16'** (Z.A.0 APPLIED) 20 9/16'** /-(SURFACE APPLIED) 20 9/18' N NAL 6"MAX. MAX. 5 V2'MAX. MAX. / 5 1/2-MAX. MAX. N HEAfS0. / HEAD/SILL HEAD/S HEAD/SILL CORNERS CO� NS v n 0� v .. II 11 II II 11 IIg D II II II II 11 II �C d O G y It p II '� II y p D7 11 � a y O D2 II II .J B J 7 6 II II GF3� m c s � p a I5c 6 I , 5c 7 II o tI II � 1 1 7 1 li 11 I � ii %i ii a /i n � ❑ /� u � D ====_Li n y 0 - y y ,� I II g y fit y ..1 it II a y y 4 (n p II u a S o ❑ - - _-___-- a� p C2 ii ii '2 cl: oLi II II 01 11 II D II fl ro II II 'b 7 II II ml p O W a u n 8 q u n ❑ ; S C3 ui FALSE y�gygyn,,555 %f ��N o0 47 7/16• I ¢ 47 7/16' (SURFACE APPLIED) 47 7/16 0 3 Ntit m D.L.O.(VENT) `O D.L.O. NEWT) NEWT) 50 1f4" 50 1/4' n 50 1/4' n lI o�•• VENT WIDTH VENT WIDTH VENT WIDTH C> FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME U o TYPICAL ELEVATION SERIES SENTINEL I10 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. ** ato s APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS CENTER ANCHOR REQUIRED WHEN Q SPACING EXCEEDS 20 9/16' OF S.H./SARA OR SINGLE HUNG WOW. WITH OTHER MIAMI-DARE COUNTY APPROVED WINDOWS USING M[AMI-RADE COUNTY APPROVED MULLIONS m $9 IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS o o THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMP Iy INSULATING LAM. GLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDIN%F11�1T1� ••• .00 LARGE MISSILE IMPACT cam u HURRICANE ZONE (HVHZ). • • •• • • • • • _ SMALL MISSILE IMPACT 0 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY%TRAI��R• • • • ••• • F e LOADS TO THE STRUCTURE 000 •• • • • •• Enq p • • • • • • • `'w�ANMAD PROOUCTREVISED S' ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS,ANCHORS FIA, er}/7ess2 w�aoYmB with the Ff�ds t EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. V. BwTdmgCab s A�PIDNa-S-OS/2.t0 ANCHORING OR LOADING CONDTTKINS NOT SHOWN IN THESE DETAILS ARE :� pae 020 NOT PART OF THIS APPROVAL ••• •:• ••�• ••• • • ��j� x015 A LOAD DURATION INCREASE IS USED IN DESIGN OF 61NffCYORS INTO Woo:OI y. •• � � � � 4q� ;g— ALL ng no. MATERIALS INCUIDING BUT NOT LIMITED TO STEEL/METALCRE1 THIET • • ••• W 10-03 COME INTO CONTACT WITH OTHER DISSIMILAR MATER%% HALL��7 Tom••• • REQUIREMENTS OF THE FLORIDA BUILDING CODE • • sheet 1 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EQUAL MTS WINDOWS UNEQUAL I=S WINDOWS U r! DESIGN LOAD CAPACTIY-PSF DESIGN LOAD CAPACITY-PSP "pp1 HIANGE DWS B11CH DWe. DLABB TYPFS'A'A'A7'0Lb98 7'YP88'B'&'8]' FLANGE DDIS. HOCK DIMS. MAK.TOP L CL6.98 9'YPPS'A'&'Al'6L►S4 TYPES�'&'BI' ® � o ' WIDTH HEwff W@Di HMW E7R.(+) 1w.(-) D0.(+) 1M.(-) wm H8GM WO1H KDGM 'A'DM. EXT.(+) TNT.(-) IXt.(+) 1M.(-) Z 16-1/a' tb-1/a• 76.0 75.0 80A 85.0 e3-1/a" 76- 52-1/9• 75• 36-1/a• 75.0 75.0 ao.0 85: O .� 26-1/2• 26-1/r 730 75.0 SO4 B30 49• 79' 4B' 78' 35-1/4' 753.0 75.0 60.0 85.0 l� 3r 28' 36' 25' 75.0 75.0 804 854 26-1/2- 25-1/2• 70-5/6• 75.0 75.0 BOA 65.0 48' 48' 730 76.0 SO4 86.0 31' 30' 63-8/6' 75.0 764 50.0 854 a O R U 53-1/8' 52-1/8- 75.0 730 SOA 85.0 33' &Y 32' w W. 75.0 75.0 MO 85.0 SSI Fi 19-1/9• 1E-1/6' 75.0 710 BOA 85.0 3r 36• 53-1/2' 1 730 75.0 80.0 BS.o Q z6-1/2• 25-1/2• Iso 73o 80.0 85.0 43• az• 45-Va' 75A 7sA 80.0 e8.0 3r 3B-3/8• 36' 37-3/8- 730 75A 80.a Igo O pnI 1449' 48' 75.0 75.0 60.0 a" c cF 53-1/8• 52-1/a- 75.0 730 au M.0 yAD7t{ ZZZ� �! g i Q 10 Q 18-1/6' 754 730 �.0 85.0 s m 4� 04�� 7 26-1/Y 25-1/2' 754 730 =a 85.9 �. 37' 60-6/6' 36• 46-5/8' 730 730 60.o 930 41r48' 754 730 Su 85.0 J 83-1/S- 62-1/8• 75.0 730 Sao Bao ; Q 19-1/9• 18-1/8• 754 75.0 80.o 85.0 , O 26-1/2' 25-1/2• 7" 730 am 8" � \•o ^ 37' 6S' 36' 62' 75A 730 80.0 85.0 49' 48• 7" 75.0 80A 8:1.0 S C 5 N 53-1/a' 52-1/a' 73.0 730 80.0 85.0 n 19-1/8' 19-1/B- 754 75.0 SO.o S&O ILI 26-1/2• 25-1/2' 754 75.0 Bao 85.0 3r 78' 36• 76• 730 730 80.o 854 o O 48' 4a' 754 730 80.0 85.0 UNEQUAL LITES (ORIEL TYPE) O w 53-1/8' s2-1/6• 730 730 Bao a5.0 S N 19-1/6' 18-1/8- 754 75.0 80.0 85.0 rn o4j 26-1/2' 26-1/2• 73o 7" 60A 85.0 j C4 o 3r 85' 36' 84' 75.0 75.0 Bao 85.0 ' BUCK DIMS H"TP. 3 N M a6-1/2' 45-1/2• 730 7&0 Bao B55M O M n O3 n 20 FLANGE FRAME (Oj o FIANCE DW1s -� BUCK DWS o o A 5 o MR %! EQUAL LEG FRAME BUCK DWS EQUAL L.ITES c m wi h c 01 •• ••• • • • • • •• mG< mo • • • • • • • FIN FRAME •• 00* •• • • • •• BUCK WAS PRODUCT REVISED 3� 4t-, 0592 w cornoying with dre FlaFdeaBUilding CodeAoc4 9-.Noanion D18e ¢jr Q020NOTE • ••• • ••• • • "llk GLASS CAPACITIES ON THIS SHEET ARE • • • • SLAOGE ADAPTOR FRAME (ItJ yBASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • • • FADA ORZ M W1 03 AND FLORIDA BUILDING COMMISSION • • • • • • • • DECLARATORY STATEMENT DCA05-DEC-219 •• • ••• • • • p of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/8'ANN.GLASS 1/8"HEAT STREWO GLASS U p 075'Interlayer 075'Interlayer �� a Sun"CP With PET Core Saflex CP With PET Core By'Eastman Chemical Co.' By 'Eastman Chemical Go.' es 3 OR OR 0 ^ 090'Interlayer 090'Interiayer Safi" Clear And Color Glass Saflex Clear And Color pass I BR'Eastman Chemical Co.' 0 f 'Eastman Chemical Go.' Q a O 0. 090"Interioyer 090'InterlO i Kuraroy SentryGlas Kuraray SentrryjGlae 29 By'Kuraray America,Inc.'OR By Kuromy America, Inc.'OR p LL 090'Interlayer 090'Interlayer Kuraray Butacite PVB Kuraray&rtacRe PVB V B By'Kurcray America,Inc.' By 'Kuraray America, Inc.' yY Q 1/8'ANN.GLASSQE � m SILICONESILICONE Q 3 E •g y1 GE 1200 MIGE 1200 {L Z al 1 3 v DOW CORNING 899 iv cs DOW CORNING 899 i DOW CORNING 995 DOW CORNING 995 x x 0 0 w Es x Ea 3� % AT 1/4 POINTS ON LTTES AT 1/4 POINTS ON LRES m W WIDER THAN 36" W WIDER THAN 36' U m A GLASS TYPE 'A' GLASS TYPE 'B' O w 5/16'OVERALL LAM.GLASS 5/16'OVERALL I.M.CLASS O �N c 1/8'ANN.GLASS 1/8'HEAT STREN'D GLASS fn N m .075'Interiayer 075'Interlayer O 3 M$ Sa0ex CP With PET Core SaRex CP Yfith PET Core OAR'Eaetnwn Chemical Co.' 0 OR Chemical Co.' z 30 090'Irrterloyer 090'Interlayer Sollex Clear And Color Glow SaFlex Clear And Color Glass U p By O'Eastman Chemical Co.' By'Eastman Chemical Co: OR w 1/4'AIR SPACE 090'Interlayer 1/4'AIR SPACE .090'Interlayer Kuroroy SentryGias Kuraray SentryGbe 1/8'ANN. GLASS By'Kuraray America, Inc.' OR By'Kummy America, Inc:OR r 090'Interlayer 090'Interlayer Kuraray But-Re PVB 1/8'HEAT STREN'D GLASS Kuraray ButoeRe PVB By'Kumray Americo, Inc.' By'Kuromy America. Inc.' 1/8'ANN.GLASS 1/8'HEAT SIREN-0 GLASS 5�ed B 05 SILICONE2i 2i m SILICONE $ - vt GE 1200 GE 12W DOW CORNING 899 DOW CORNING 899 M1 'I DOW CORNING 995 o M1 7' DOW CORNING 995 a n d 1 XL EDGE SPACER XL EDGE SPACER 6 $S$ ST.STEEL BYi fiR%W6 • • • • • •• ST.STEEL BY'CARDINAL'OR x OR DURASEAL IV 'QUANEX i ••i i i • DURASEAL BT'OLANEX O OR • •• • • • • •• OR c E9 SUPER SPACER eBY'OUWIX'• • • • • L�j E8 SUPER SPACER BY'QUANIX' End VAVAp AHypp PRODUCT REVISED I s •• ••• •• • • 11 • _ M4 AT 1/4 POINTS ALL SIZES W M4 AT 1/4 POINTS ALL SIZES LTA CIVIL 70392 BiriWisgC.odeerph the FAuida a mm GLASS TYPE 'Al' GLASS TYPE 'Bl' F-i- � .JQ 1 - l r; 2Dzn v $ 0.70'OVERALL INSUL LAM.CLASS :•• ••• •• •:• •d..'OVetAt.l.9LSUL.LAM. Gulls J ip�� EY L)ade[+ra6mt drawing no. �I.M.I ONLiT) • • • • • (s.M.I.) .. .. W10-03 W ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EMERtOR PLY OF GLASS TYPE'A7'&'Bt' MUST BE TEMPERED. •• • ••• • • • sheet 3 of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL SEE ELEV FLANGE & FLANGE ADAPTOR FRAMEiffy 0 �yrU WOOD BUCK SMETAL oI ...\ KFOR PACINGSTRUCTURE z le TYPICAL ANCHORS _d SEE ELEV. r ________________i' 0 A w FOR SPACING o I1 MU�kll-DADE COUNTY APPROVED F 8 s I I MULLK2N&MULLION ANCHORS I I Q EDGE DIST. i SEE SEPARATE NOA i i ki O ¢ EDGE DIST. O 1 IS IL IL 0 b 'T I. _ v G s a&�o TYPICAL ANCHORS TYPICAL ANCHORS p I i re I, FOR SPACING FOR SPACING LL 10 Y 4 Ma p 2 3/8' WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. aO � — �� qi MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. a li SWEEP LOCK 2 3/B'��MIN. TYPICAL ANCHORS: SEE ELEV.FOR SPACING v y I I 1 OPTIONAL TO E8 EGRESS LOCK 1/4' DIA, TAPCON BY 'DW' (Fu=120 KSL Fy=92 KSI) 3 iv , 1/4v DIA, ULTRACON BY 'EAT (F1177(Fw177 KSI,Fy-158 KSI) 0 W \ ------- INTO 28Y WOOD BUCKS OR WOOD STRUCTURES i O 1-1/2' MIN. PENETRATION INTO WOOD (Y E4 THRU 113Y BUCKS INTO CONC. OR MASONRY to c`,!,m O WHEN USED THE MIN. WOOD BUCK 1-1/4' MIN. EMBED INTO CONC. OR MASONRY IZ 'Ii DEPTH SHALL BE W. THE USE OF W ! DEEPER OR BEVELED WOODBUCKS IS DIRECTLY INTO CONC. OR MASONRY d _Z z X 1 (� PERMITTED. 1-1/4- MIN. EMBED INTO CONC. OR MASONRY W (IJ 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) V^M i t1 INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I ' i 1 ,J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK = .090 o R= ? (NO SHIM SPACE) g PP US G F3 S4 ' 1 TYPICAL EDGE DI2 1 i INTO CONCRETE AND MASONRY = 2' MIN. Es INTO WOOD STRUCTURE = 1° MIN. c o < i INTO METAL STRUCTURE = 3/4" MIN. >� i 8 MID . •• ••• • • • • • •• WOOD AT HEAD,SILL OR JAMBS SG- 0.55 MIN. °c< m v 1a • • • • • • • • • CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MRN. C •• • •• • 0 0•• •• C-90 HOLLOW/FILLED �K AT JAMBS fm - 2000 PSI MIN. o a Fsgr:JAVAD MMAD PRODUCT REVISED i a • •• • A4 . DNA. w�yhtg with the Flmide 4 FIA PE 705.92 + I q uarP / -0512 t0 = .. e azo s -0 .». .'. ••J • •� < . .•. a' �Z8 TYPICAL ANCHORS r BY EDGE D. 'f 's v •� • • •. p • qra • :• I ELEK Mievd Pmdwt drawing no. 7YPIC% RS•^ • 'f • • •''• v. I SEE • • •• 0:, .-'A � • • • FOR SPACING w�Q-03 16Y I FOR SPA64 •• • • • • • • V J wow BUCK •• • ••• • • • sheet 4 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4• ICK�,�,,, ,/4•MAX FLANGE & FLANGE ADAPTOR FRAME ro�1.lU SHIM SHIMS o Do Z TYPM,AL ANCHOR ° ' ' TYPICAL ANCHORS 2 'gf TdJ' S6 S5 SEE EMV. SEE ELEV. , FOR SPACING a N FOR SPACING , M9 D, FLANGE ADAPTOR FRAME C g" g n., IL 19 MEtAL STRUCTURE '1'1/4' 7 Lit o we 0 1 awl £� EXTERIOR ' WOOD BUCKS I =_= Q Z N 1 em D.L.OPG. v a �I ml Vi 1/4'MAX BUCK WIDTH 1/4.MAX. SHIMS SHIMS X i i.1 " c N W ! o OO,rt TYPICAL ANCHORS O i 3 O W TYPICAL.ANCHORS �t SEE EI.EV. SEE ELEV. i �i oN FOR SPACING v o FOR SPACING i vi lid FT.a 1 I � �Ng 7 �3 52 0 M o - - - rR : nn I — z zBuz 30�g vCTU ZhT U o� E2 N .' IIIyI g WOOD BUCKS v O o c MIAMI-DARE COUNTY oR APPROVED MULLION &MUWON ANCFIORS 1/Z� O v Ir SEE SEPARATE NOA BUCK WIDTH BUCK WIDTH INTALLATION DETAILS SHOWN ON PAGES 4 � AND 5 APPLY TO BOTH FLANGE FRAME AND m FLANGE ADAPTOR FRAMES. II II �camo 1 1 0 • • • • • • • • Erg,JAVAD AMM PRODUCT REVISED 1 I • - •• • • • • CULFLAas twmptyieg with the Florida C kN PE$Jsae z A-Pt �O JS•O l7.1D U g Drde L —J ••• • ••• • • • • BY Prodad drawing no. ;14 X Tj FH. •• • ••• • • • sheet 5 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE aL""�'°"S Sm EQUAL LEG FRAME It SEE rP �STRUCIURE 7gY FOR SPACING - Y 1 WOOD BUCK I _ .. TYPICAL ANCHORS rr------------------i'1 0 a a •Q< a ^'F 'EDGE.DIST.•. FOR SPACING o I ML4MI-RADE COUNTY APPRovED j Z a < • A• g g I EDGE I I MULLION&MULLION ANCHORS:AiI I 0 DIST. 3 0 x I i SEE SEPARATE NIDA f • N I I EDGE DIST. I C I II U iTYPICAL ANCHORS TYPICAL ANCHORS C' g M2 FQ.0 SEE SFNG FOR ELEV. NG m_ TYPICAL ANCHORS MIAMI-DARE COUNTY I SEE SPACING APPROVE])MULLION 4 Z &MULUON ANCHORS M9 1/4'MAX- BUCK WIDTH BUCK WIDTH SEE SEPARATE NOA BUCK WIDTH a SHIMS c - O M I � SWEEP LOCK 1 Ile 1 I . 1 OPTIONAL 7D14 EGRESS LOCK Ee t AT SRL � Ow i In eL 9 W i $14 XT'FH.SMS. �y Q 1 � w 0 EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY w o INTO WOOD, CONCRETE OR METAL STRUCTURES E WITHOUT THE NEED OF A WOOD BUCK. 8 t 0 0 I9 �I , 2 3/8'YIN. � vi a n i 2 3/,.�__ _9•MIN. CAL ANCI •'44 �` ••8 SEE E °'O I?S S M9 "� ? FOR SPACING 0 a m u 00 4 of (�`� 1 • • • • • • > `> o E2 • • • r • • • • Engn JAVAD AHMAD FRODUCTR"ISHD n ' •• • • • • •• Cr -------' FIA, E f 70592 ��a �F e Q \ WHEN USED THE MIN. WOOD BUCK 3539 = 14.1 a DEPTH SHALL BE 236". THE USE OF neu �'•'w,•� • EEPACOR BD^DBUCKS IS gY Proms EDGE Di f iYp'iCAL• tibtS �i iERMflTED. • • • • i Browing no. �• '19Y ^' �' :• • • • • • • e L 2015 W10-03 WOW BUCK •• • ••• • • • sheet 6 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL GHQ FIN FRAME �4.V o ILLUSTRATIVE Dn.S.ONLY W.OR INT.FINISHES 1 FOR SPACING of NOT BY CCI z .z j s G $ 4 HOUSE WRAP TYPICAL ANCHORS: SEE ELEV.FOR SPACING V NOT BY CGI O #B SMS (GRADE 2 CRS) d Gl E7 INTO 28Y WOOD BUCKS OR WOOD STRUCTURES B4CKBED 1-1/2° MIN. PENETRATION INTO WOOD m M2 go4o 0�ma it Q3 � �,Z 1a 9 a6f �J 0 i � a m M r SWEEP LOCK u' 1 OPTIONAL TO Ir EGRESS LOCK 0: Y2 � AT SILL � FS 3 Ow WOOD STRUCTURE 1/4'MAX. BUCK HEIGHT 1/4'MAX. y 0 NOT BY CN B GAP GAP a�s (4 o a 1/2'MIN. 1/2-MPI. to N O x o Q M n ZZ�� BACMED G3 CAUUQNG E5 i 3 Ii! � 4— - & oooni oxa 54 lls 5! 1HOUSE E6 NOT BY Cd o a m c E3 EB EXTERIOR $9 W SSS MS D.L.OPG. < •• •• • • • • • •• Q • • • • • • • • En•.JAVAD AHMAD PRODUCTREVISED IIa tl • ••• •• • • • •• CML "crnnoyfiv with dw PTotido N 4LjkcCA 0582 BuiTdivgHOUSE WRAP _ �j Aec�t�NOT BY CGI1 1/2' iA9ianti P7o" drawing no. TYPK;AI,ANCHORSor • •• • • • • • @15 W10—03 � SPACING •• • ••• • • • sheet 7 of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 0 ITEM PART QUANTITY DESCRIPTION MATERIAL MANF./SUPPLT-/RE1.fARKS �/ v E1 CGI-100 1 FRAME HEAD 6063-T6 - m� E2 CGI-101 1 FRAME S41 8057-T8 _ o E3 CGI-102 2 FRAME JAMB 6063-TS - Z 3 E4 CGI-103 1 MEETING RAIL 6083-T6 EB COI-104 1 LOCK RAIL 6063-T6 Q f E6 CGI-105 1 HANDLE PAL 6063-T6 - E7 CGI-106 2 SASH RAA. 6083-T6 - d ES CGI-107 AS REOD. $/18'GLAZING BEAD 6063-75 - ar p E9 CGI-108 AS REOD. 0.700'GLAZING BEAD 6063-T5 - Q V E10 CGI-109 AS READ. FRONT FLANGE ADAPTOR 6063-TS - v p E11 OGI-110 AS REOD. NAIL FIN ADAPTOR 6063-T5 - Q' E12 CGI-135 1 FLANGE FRAME HEAD 6063-T6 - 8 Q E13 CGI-136 2 FLANGE FRAME JAMB 6063-T6 - f E14 CGI-137 1 FLANGE FRAME SRL 8063-TB - Q 3 {L Uj E17 CGI-605 OPTIONAL SCREEN FRAME 6063-75 - t IO M1 CGI-382V AS REOD. GLAZING,BULB VINYL(DUROMETER 75-80 SHORE A) PVC - 0 M2 CGI-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUN. M3 CGI-112 AS READ. EQUAL.LEG COVER/SHIM,3'LONG AT ANCHOR LOCATIONS PVC w M4 - 2/LITE SETTING BLOCKS EPDM DUROMETER 80tS SHORE A m M8 SUPER BOOST 2/WDW. SPIRAL BALANCE - BS1 OR EQUIV. n M10 - - 2/WDW. BLOCK/TACKLE BALANCE BST OR EQUN. � IX W23201NG AS READ. PALE WITH CENTER FN WOOL ULTRAFAB OR EQUN. o Q M12 CCI-129 1/wow. EGRESS LOCK ALUM. SULLIVAN V w M13 CGI-131 2/WOW. HANDLE RAIL END CAP NYUDN M&M ? N M14 E2601OWN - D BULB T SLOT PVC ULTRAFAS OR EQUIV. N o M15 COI-133 4/WDW. SASH GUIDE(SPIRA.BALANCE) NYLON M&M (A ^s M16 CGI-130 2/WDW. SASH TOP GUADE(SPIRAL BALANCE) NYLON M&M o O 11 n M17 A30730401-32 1/WOW. CAM LOCK ZINC TRUTH OR EWA. O { M18 CGI-132 2/WOW. SASH STOP.2'LONG M PROTOTYPE OR EWA. rJ, Z 2i N M20 CGI-125 2/WDW. SASH CAM(B/T BALANCE) NYLON M&M FZZ p M21 - 2/WDW. B/T BALANCE TAKE OUT CLP - BSI OR EWA. y U O: U22 146-6 2/WDW. WEEP COVER NYLON AMESBURY OR EQUN w M23 CGI-134 - SILL SPACER PVC PROTOTYPE OR EQUN. to S2 - 2 OR 3/CORNER # 10 X 1 1/4'LG.PHL PH.SMS. ST/ST.ASSEMBLY SCREW - - S4 4 WOW. #8 X 1/2-PK SMS.ST/ST BALANCE BRACKET SCREW S5 _ 2 WIRY. #8 X i'I.G.FH.SMS. ST/ST.SPATIA.B.ASSEMBLY S6 _ 2/LOCK 6 X 1/2-L.G.FH.SMS 0 CGI-133 &CAM LOCK US A m T. �d v O O S$g •• .•• . • . • ♦ •♦ C< m V • • f • • • • • • Ener.JAVAD ANAD PRODUCT RRVLSED a •• s•• •• • • • •• FLA CML 2 B with rias Ploaida g CAN.111553388 Coft =,,q—N,-/ 'O } By • • • • • • • . • • IU 45 pro" drowmg no. • • • • • • • o • W10-03 •• • • •• • • • • • •• • •.. s • • sheet g 01 9 ••• • • • ••• • • 2.503 �.Ob3 S2 Sd�i, 7LJ i S2 Z n 3 +.70.5 .817 .811 1.550 1.880 I Q -� E' 065 tzar .74s oss F { TYP. TYP. .oso p • o 1.015 k- tA1b Et2 FLANGE FRAME HEAD Et FLUSH FRAME HEAD Ett NAIL FIN ADAPTER H n ooO t�t7� 1.583 7.583 7.007 0 IL Q a 8 .743 Q 065 A65I Q ;�• m 'u 01_o • M -T2113 F � 3.875 3.173 3.775 1.368 7.015 Q tii j 1.429 +42q VENT TOP CORNER a I II N 1.00IF0 .500 O � sao 2-505- E4 MEETING RAIL FRAME TOP CORNER , tzzoc Op w� Eta FLANGE FRAME SILLO FLUSH FRAME SILL y .300 1.301--1 1.�7 1.043 N o I 1.78 ss 8 o O N� 065 3 Aoss iYP. d Z z r Q TYv. 2aa0 7YP. +.015 I z 3 0O_ 2440 N a U�g� t W 5 7 015 O LOCK RAIL I I w FRAME BOTTOM CORNER L2.346 2.346 VENT BOTTOM CORNER to .745 .745 2.195 2846 Eta FLANGE FRAME JAMB O FLUSH FRAME JAMB ° 1992 .490d 065 ° .720 I tA43 rn. "p. los 050 TYP. 1.015 II 52 Amo •864 .864 +- E8 • >3! S •• D&LL E6 5/16' GLAZING BEAD CO .700'GLAZING BEAD • • •• • • • • • •• • • • • ••. 0, o • • • 1.•95 hi• • y�� i a 1.393 1.449 •• ••• • 743 • •• 1.450-1 CIVIL PRODIJCf REV,5F7? iv i80 FLA 70592 asm plreB with the FW& o .160 BlAi.293 cAN A-pt I5 612 j0 $ A $ .050 .Oso • • . 1.025• .15 1.015. • .050 0 0 1.413 • • • • • • BY • • Die drawing no. .. . •• . • Q 7x715 W10-03 OO FLUSH FRAME COVER 19 SCREW COVER •• O •••SASH•RAIL • E10 FLANGE ADAPTOR sheet 9 of 9, ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • r _�4'`�g„. ✓?i, 3 Sr 'r k 2 4 5` >,�'�` ';x r r sfo-a �� .,t m ; BCIS Home Log In 1 User Registration ! Hot Topics Submit Surcharge Stats&Facts Publications i FBC Staff BCIS Site Map 1 Links Search b a °'p' Product Approval USER:Public User Product Aooroval Menu>Product or Application Search>Application List>Appkation DetaB �!! FL# FL10975-115 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ■ Product Manufacturer Therms-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton,OH 43517 (419) 298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email • • Category Exterior Doors • • •••• •••••• • • • • Subcategory Swinging Exterior Door Assemblies •• • •• • • •••••• •• • •••••• Compliance Method Evaluation Report from a Florida Registeigfl Wtect or a uliensed Flortda • Professional Engineer 00 0 •••••• ■ Evaluation Report- Hardcopy Received • 0•• • 00:000••••• • •••••• ••• ••••• Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. • • • • • •• •• •• • •••••• Evaluation Report • Florida License PE-43409 i i•i • • Quality Assurance Entity National Accreditation and ManagemeneInstltute :•••;• 000.00 Quality Assurance Contract Expiration Date 12/31/2018 • • • •••••• Validated By Ryan J. bng,P.E. • • • •• • ■ Validation Checklist - Hardcopy Received Certificate of Independence FL10975 R5 COI Certificate Of Indeoendence.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 201,202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL10975 R5 Eguiv OF STANDARDS.Ddf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/02/2015 Date Validated 02/03/2015 Date Pending FBC Approval 02/08/2015 Date Approved 04/15/2015 Summary of Products FL# Model,Number or Name Description 10975.1 a. "FiberClassic", "SmoothStar", 6'8'Impact"Glazed Fiberglass Single Door- (X)Inswing or "ClassicCraft"or"ClassicCraft Rustic" Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10975 R5 II Inst 10975,1.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See INST 10975.1 for Design Pressure Ratings by specific FL10975 R5 AE Eva[10975.1.odf Model and for any other additional use lin itations and Installation Created by Independent Third Party:Yes Instructions. (Note- ASTM E1300-98 utilized for areas inside the HVHZ) 10975.2 b. "FlberClassic", "SmoothStar", 6'8'Impact"Glazed Fiberglass Single Door with Sidelite- (OX or "ClassicCraft"or"ClassicCraft Rustic" XO) Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10975 R5 II Inst 10975,2.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 10975.2 for Design Pressure Ratings by specific FL10975 R5 AE Eva[10975.2.Ddf Model and for any other additional use lirritations and Installation Created by Independent Third Party: Yes instructions. (Note- ASTM E1300-98 utilized for areas inside the HVHZ) 10975.3 c. "FiberClassic", "SmoothStar", 6'8'Impact"Glazed Fiberglass Single Door with Sidelites- (OXO) "Classic Craft"or"ClassicCraft Rustic" Inswing or Outswing Configuration •••• Limits of Use Installation Instructions • • Approved for use in HVHZ:Yes FL10975 R5 II Inst 10975.3.12dL• •••• ••••• Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schrridtq P.159 43409 •• • •• Impact Resistant:Yes Created by Independent Thkij Pdgy,: Yes •••••• see*: Design Pressure:N/A Evaluation Reports • Other:See INST 10975.3 for Design Pressure Ratings by specific FL10975 R5 AE Eva] 10975 3.Bdf• • •••• Model and for any other additional use limitations and installation Created by Independent Thirditott:Yes •• • • Instructions. (Note-ASTM E1300-98 utilized for areas inside the ••••• •• • • •• ••••• HVHZ) •••••• • ••• ••i•• 10975.4 d. "FiberClassic","SmoothStar", 68'Impact"Glazed F[berglajq,"up�Door- (XXJ Inswing or • "Classic Craft"or"ClassicCraft Rustic" Outswing Configuration • • • •• Limits of Use Installation Instructions •••••• Approved for use In HVHZ:Yes FL10975 R5 II Inst 109751,pdi•• • ;•.•. Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmitt, P.1*.43409••• •• • Impact Resistant:Yes Created by Independent Third Party: Yes •• • Design Pressure: N/A Evaluation Reports Other:See INST 10975.4 for Design Pressure Ratings by specific FL10975 R5 AE Eval 10975.4.p_df Model and for any other additional use Iirrtitatlons and Installation Created by Independent Third Party: Yes Instructions. (Note- ASTM E1300-98 utilized for areas inside the HVHZ) 10975.5 e. "FiberClassic", "SmoothStar", 6'8'Impact"Glazed Fiberglass Double Door with Sldelites-(OXXO) "ClassicCraft"or"ClassicCraft Rustic" Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10975 R5 II Inst 10975.5.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 10975.5 for Design Pressure Ratings by specific FL10975 R5 AE Eva[10975.5.p_df Model and for any other additional use limitations and installation Created by Independent Third Party:Yes Instructions. (Note-ASTM E1300-98 utilized for areas inside the HVHZ) 10975.6 f. "FiberClasslc", "SmoothStar", 6'8'Impact"Glazed Fiberglass Single Door utilizing Hoppe Multi "ClassicCraft"or"Class[cCraft Rustic" Point lock- Inswing or Outswing configuration(X) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10975 R5 II Inst 10975.6.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes THERMANTRU" THERMA TRU DOORS 1 18 INDUSTRIAL DR., EDGERTON, OH 43517 3775'MAX.UMMAX SMOOTH STAR".. FIBER CLASSIC", PAlaWM 8 n "CLASSIC CRAFT"& "CLASSIC CRAFT RUSTIC" �N a 4� FIBERGLASS GLAZED DOOR d �� INSWING/OUTSWING 'IMPAC" 0 GIDEM N00 MR i. ft product has beer)evaWded and k in wtih the 51h Edif m(2014)ftMa Code )FBC)shuchxal Mqftmm*irk the Wo Vdocity Rxioune ZoW(IiVttZ). 2. Product onuduars ShaO be as bled and spaced os slrowm an detaik.Anchor embedment t0 base � X � maul shall be beyond wag draft or stucco d 3 When used In the WW thk product comes will Section 167A of the Rmlido kWm Code and does ® I not requhe an impact imWo d coveft 4. When used in areas outsde of the IMW requiring wird bonen debrkpmtecthn iffirpRduct wN+Section 1609.12 of the FBC and does not requ ke an tmpad resistwd cowing.Alk product masts miss0a Wd Vand buludes Wind Zone 4 as defined in ASPM E1996 and SecQm11609.122 of bre FBC. Farb(SW trarrlb conshucHM anctmft of Phase unit;shag be the sarw as that down for N buck / a masonry Construction. 13 6. We=Kftrns that deviate from the detags of ttds drawing requke further w0 eft arroiysk by 8 0 IA engi ow or regktered arctdtect. 7. Q&AVcordW0fionsuftcooddsMftm#3I order active doorsmeet water Niffration regidrerrrerlts far'HVft2'°. �� 8. trswing and Cukwfig corifturalloris using sill time 018.014,@1S.@16.#348,037 order tiro doordo not meet thewooferkftotion mgdmmeft fortite'N W and stro0 be irMaW ordy io non4mtilaMe ares or of habitable locatives protected by an oveMmV or cortopy such tirot tiro m arm between the mdse of cotropy wovenharng to�k km than 45 degrees. �� TMEOFCOINEIIRS • • • • • • • • "'a^z 8 STtW# DESCWWN piEET@• • ••• • OVEAAlL DOON PJtMNE IPSP) 1 etevafars, & notes $9V/NG FRAINE 6125108 3 2 Door detaD& detalls #u Start 8 Buds and frame buck m�rvy conshxtlwl POSITIVE NEGATIVE SCALL N.T.S. 4 3 Door panel detalk)tomer Classic) 9 Frame crchoft 1X buck masonry eonsftictimu am up JK INSWING 37.78x8200 +5$,Q -5$,Q 4 Dow panel tletaTk Classic Crag) 10 Cwllpwuerufs a«.W. LFS a • d S Door panic detaD Clash Crag Rusk) mmol W_.' OUMMNG 37.78'x 80.62' +55,0 -55.0 FL-10975.1 u 6 Itorkordal crosssectiws • • • • • • • • • • •• • 000 • • sir 1 of 11 • d • • • • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 24—W MAX. 47 39 4 3 2 Sy `��.�••.•.... , ,V$��,'� DLO.o. INTERIr2 N OR44 w ••. a35 9°��U 49 EXTERIOR GI 1 46 49 N 4. °a a 39 0 4 1 NOMOMAL CROSS SEC110N g a �a.ltrUrOlt � DETAIL12 Smooth Star c � � zc G1 OI g K SRlF RA1 /1 nnrrnu•em y RLl ) �= EXTERIORUJTERJOR m UL $ 1 GLASS BITE N a i'TFpC. y CELLULAR GLASS o GLAZING TAPE 1/..TEMPERED m N EXTERIOR G� 00 00 0 AIR SPACE 49 5nr ANNEALED a i-GLASS rt 7 DIA.MAX. OWSAFLEX PVB INTERLAYER 46 fv O1 a INTERIORIt 0 ..O 10'. •L ••• •p�5 Z IM ANNEALS Z • •• • • • • • OR GLASS M!N-z a° O V i i i i•i S •�+`�2 SW OGLE(,LAZIN(, 6125108 i •• •• EN• • • •• SPACER WALE: N.T.S. F WrG JK m DETAB A•A GI M cm er: LFS 3 Portal UAIL A ement ••• •:• ••• ••i ••• • • r2 VERTICAL CROSS SECTION cww+c NO.: • • • • • • • • • \11/ FL-10975.1 °c •• • • •• • • • • • � s+FEr 2 OF 11 � ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • 24–V MAX. \``. DLO. 39 3 4 2 ;p ,: !7 INTERIOR 36 \ J O r`` V N•; ��gj 51 EXTERIOR46 35 m'a 2 ' 4 O 35 GI t 2 2 A J0. HORIZONTAL CROSS SECTION 3 a-, a.fm L DEfAq A-AN ° ao r K & 0 I y, SRIE EXTERIOR INTERIOR a I a a_ R _I N 4 W o �N U O OF FO U 7 DIA.MAX. �J _°z fc-4 F IF 39 • • • AM+X i i ••• 8 25 08 i �$ scuF; ME& � r DETAIL A-A IM.w. JK m Paid tefitwcemenf CHK.IV: LFS • • • • • • • • • • [21 VERiXM CROS$SCCDOH •• • • •• • • • • • 3 FL-10975.1 °c • •• • • • • • • • sorer 3 a t f •• • ••• — — ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -4c :0.4. ....... 24-W MAX 3 4 2 D.LO. INTERIOR 62 . - - - - - - - Coll % IILA EXTERIOR 39 ......... fill, Hzj 35 4635 N 61 IN GI 1 2 �1 HORIZONTAL CRM SECTION 3 Mr LDUAL A-A J LI!pm KK Top ttAu ttomo>rt trAn EXTERIOR INTERIOR jIlryp 1.44' 4.1(r 4 V) z 31 Re HINGESmE ED ww fit61 TDWMAX 0000 "Oil so 000 0 0 35 0 0 m C4 0 z 60 so• 6125108 ............. AMOAPXM* N.T.S. DETAA-A JK IL Panel mhftmmTterd s 90 cm BY, US 0 o VERMAL CRM=RON DFAWM NO.: 0 9FL-10975.1 a :. * a 0*0 0*0 sHmr 4 --LL Iz 0:6 0:0 0.0 24.W MAK 39 2 4 3 `9.' .. �+ D.L.O. 2 INTERIOR 39 5 SCO I * d cm 39 10 d EXTERIOR 46 N 4• ' o T 35 1 VI 35 2 ui 717 1 HORROWU CROSS SEMON 5 a 3 �y 0 r � m Wo f m 'U L DETAIL A--A � � gassk a�nnNc K .I �1.49' EXTERIOR INTERIORI � 4� 39 Foo 2"DIA.� MAX. 4.10° [00O O ^N n jn/�� O M •.J• • • • •• 35 -N M 39 • • •• OP • • L nN^a •• i • • ••r •s ate: 6/25 08 i Tl 5 N.T.S. 10 Parercement 5DUAILA.A •• WAr, W. JK m • •• ••• aa.•r: LFS • 3 • • • ••• • ••• •c• 2 VERTKAL CROSS SECTION �rvx so.: m • • • • • • • • • 5 FL-10975.t o •• • •• • • • • • SHM 5 or 11 • ••• • • • s ••• • • • • • • • • • • • • • •• •• • • • •• •• Ab In 7 7 INTERIOR -� m SO 60 40 70 goo s i EZu 21 m 4 °• 2 6 6 ° �4 S 7 17 / 6 EXTERIOR zipv j 20 rr N A C & W � ° K 7 7 7 WNW. LI EMB.(IYP.I & ° a ° C 50 60 r3 HORIZONTAL CROSS SECTION 27 40 70 6 Mam w/IXMb-buck INTERIOR INTERIOR L 10 • Q v ° o Cpf � e O to h N U �p��p ° 7 U B EXTERIOR EXTERIOR 7 °• �� to ° so 60 •• • • • • • • •• 40 70 ° o �ipi • • • • • • • • 415° C (1YY( •i i•i i i i•e ••• csm o 6/25/08(TYPz •• ••• •• • • • •• '( C WA N.T.S. I-1/4MIN B B On.BY: JK m' EMB.(IYP.) 1 wc 3 HORRONTAL CROSS SECTION �HORf10NlAL CROSS SECTION E cBY.. LFS 6 sj • ••• • • 6 � rnm I 1-1/4MM. QPAVIM NO.: • i • i i • •• i i i i C�ako approved EMs'OYP'1 FL-10975.1 0 •• • • •• • • • • • m(w 6 or 11 • ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • .O . E e v �Ws * +Z G! ° Vza •$4 C i A 50 60 € z ki 40 70 50 60 £a L T 40 70 ty 0 0 EXTERIOR 8 INTERIOR EXTERIOR 14 18 8W 50 60 INTERIOR 15 34 INTERIOR EXTERIOR " m � VERTICAL CROSS SECTION 40 70 16 37 rVWCAL CROSS SECTIONtown Mom wAx wN� =aW ed & R INTERIOR EXTERIOR 40 70 I N 33 EXTERIOR INTERIOR ti 4o� o 36 36 K-4 \VERTICAL CROSS SWRON 50 60 31 N of of E 7 � tt _ 40 70 00 e fa?1VFff watef kH"w in mq*em-s E agaq H F ^^ 0 ° t o • • •• • • s • • e " N ^Z n° • •• • • • • ••• • w�: 6/25 08 i •• ••• •• • • • •• �: N.T.S. g t? 3�VWCAL CROSS SECTION 1 VERTICAL CROSS SECAON cm.er: JK m 7 Oulsvtng Con ation caa BY.. VS 3 7 gs n t 1 • ••• • ••• • • kr 1 dorm r*: g mgUmni wate�kdetrotbn • • • • • • • • • • • requ�emanis • • • • • • • • • FL-10975.1 c° ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • If bpi RIG ci TYP.HEAD "a Ea$z� &JAMBS L TY; gL `K n 71 s MASONRY � MASONRY OPENING OPENING S K a a t3 — — XN �o FRAME • _ 27 Wo 2X BUCK 2X BUCK LATCH&DEADBW DETAIL a o F �o TYP.SILL � 10 � mm a L � > 10 L41 g a I L •' 10 8 a . a •'• I I � 1� N 1�yY y L 85 o C V N BIRJCANCHBRIHG HINGEJAMB PRAMEANCHORING SIRB(EJAMB Masomy 2X Wa coroiructbn HINGE DEWL CONCRE-WANCHORNOiES: I(LryUg ki ki 1.Concrete arochwbcalim at the camera may be adjusted to matntah the mfi. C edge d Mmm to marlorjoints. 9 a o 2 Concrete anchmbcofim noted as%MX ON CBJTH nxW be adjusted to 10 In cm = mointdn the mh edge dftnce to n rftwlokta addoonat concrete ondars m may be required to mmm Hw'h"ON CEN W dmxwWon are not mceeded. L 3. Concrete anchartable: L n N qn ANCHOR ANCHOR MIN. MIN.CLEARANCE MM.CLEARANCE ••• ••i i ••• i ••• •• o Z TO MASONRY TO ADJACENT • • •• • • • • • 1 "�` "z n° TYPE Sa EMBEDMENT 10 onto s/zs—1 = EDGE ANCHOR • •• • • • • ••• • a TAPCON® 1/4• i•1/4• 7 4' •• ••• •• • • • •• L Sca.c: N.T.S. ° DVM By. JK m ~ ULTRACON 1/d' T•i/4 P a«.By'. LFS 3 WOOD SCREW B'6TAUML N NOTES: • ••• • ••• • • a�xurc Na. rc I.Mok*M a n*mum S/8'edge distance,f end ,&1•o a spo ft of i i i i • •• i i i i HINGE WAR. FL-10975.1 c woad sarews to prevent the spff g of wood outwkv •• • • •• • • • • • sNEcr 8 or 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • o �``S�.•• •.' '�IIIII�I�I\\\♦♦ �°D� td Y 1YP.HEAD& JAMBS ud MASONRY — — o Q 26 ; G v n FRAME •® G O all a 1X BUCK LAT0f&DEAD$WDETAIL z F d I TYP.SILL 9 I H o. 93 ]Q — 10 10 10 N 18NGEJAAAB FRAIYIEANCHORING STRUCEJAMB W o Masmuy lX Wak caairoction HAdGEDM Q CONCRETEANCHOR NOTf3 Umvfig 1.Concrete anctm locations at the comers may be odj aW to nx*darrn the min. 9 edge dMance to motar joM 2.Concrete anch rlocaflors noted as MAX.ON CBWW must be adjusted to mabntaln the mh edge di tance to mortar Wnh addiftnal concrete anchor; 10 may be required to ensure fire WAX.ON C04W dimension are not exceeded. 3.Concrete anchor toble. •• ••• • • • • • •• :::a': c:;s•-::a;:.ii:'•::c:::::::::::::::::::::err::::::::::.:::•:• .. .,,,,�,.,•,,../.�� 1�i�tC��11111;' :i iss::;F:>:a;;S......:�..y:.:�..�.:.....:....q../..:..:•:.�.�..:...;,�..•.�..,�.�...:............:::. H � 10 :':;,�iT :.:�.....�,................ '..... ':,::>'.;iip,ri :::::::::::::i::::;:1:;: sc>):>:: • •• • • • • ••• • Z tl .......... :....:.:......:.. . .........•i .........................�......... • • • • • • • • • 10 L oaE 6 25 OS x TAPCON• 1/P 1-1/�P ? p •• ••• •• • • • •• 9MB N.T.S. 9 few.err. JK m D� 1/4' 1-1/c 1' 4' aec W. LFS 3 WOOD SCREW INSTALLATION NOTES • ••• ••• •••• • • H►NGE DETAIL No- 1. c 1.Maintain a mum 5/8"edge distance.I"end distance.&1"o c.spacing of • • • • • • • • • • • • • • • • Ouhwk g FL-10975.1 n wtlodscrews toprevernt fhespQfflrng of woad. •• • • •• • • • • • • •• • • • • • • • saw,,,9 or 11 e ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SAY 583. .� Sir 4 168"23T� Sll; . om ul 18 WOhfF�emalfxeaksTr � �BSHQLO two LU fu0 wbstrate Si*bMd suhsd W. N r a lV u ' z° 4.56" SAY 5.83• '4 2.3G� 1.68° W �- r 1 OUISYYIHG THR�11dLD �ZOUISNMPG THRr�IOLO �1 W3WQJG THAESHOID �S c 583 583' a a 'M L o _ z Z WOU O 37 WI G TF1 4HOlD O8lSWING IfRFSIlO1D �ZWSN9HG iHRE�fO1D c c ' Camp d.Ao StmxJard•shale Starbord Subshate ��y 5.75° »�z' i F► 4.W 1_ •• �N^Z •• • • • A •• WE: 6125108 c •• •••I •ate, } •• sic: - N.T.S. I �ZOUTSWWG TNI�fOID HEp oxa.er: JK m �g 19 ZO Jany aac BY: LFS 3 oanww rro. • • • • • • • e • • : e • • • • • • • • • FL-10975.1 °o •• • • •• • e • ••• • : sCcrj_pa 11 • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • BILL OF MATERIALS BILL OF MATERIALS •........... REM DESCRIPTION MATERIAL REM DESCRIPRON MATERIAL ,• A 1 X BUCK SG x 0.55 WOOD 50 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT FIBER CLASSIC FIBERGLASS >=OAS WOOD 51 FIBER CLASSIC DOOR SKIN DW MINIMUM THK.FIBERGLASS FIBERGLASS = # ci C MAX.1/4 SHIM SPACE - 52 TOP RAIL COMP. �••�• o o D 1/4 X 2-3/4'PFH ELCO CONCRETE SCREW STEEL 54 HINGE STILE LVL/WOOD E MASONRY-3.000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 55 BOTTOM RAIL COMP. �i�i� ••' `�:`� ~i 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 57 LOCK STILE LVL/WOOD ryr* tt F 1114*X 1-3/4 PFH ITW CONCRETE SCREW STEEL 60 FIBERGLASS DOOR PANEL W/STEEL.REINFORCEMENT CLASSIC C FIBERGLASS G 3/1 G X 3-1/4 PFH ITW CONCRETE SCREW STEEL 61 CLASSIC CRAFT DOOR SKIN.090"MINIMUM THL FIBERGLASS FIBERGLASS c $ H 114'x 3-1/4 PFH ITW CONCRETE SCREW STEEL 62 TOP RAIL COMP. R 1 1/4 X 2-1/4"PFH ITW CONCRETE SCREW STEEL 64 HINGE STILE WOOD R d J 1/4 X 3-3/4 PFH ITW CONCRETE SCREW STEEL. 65 BOTTOM RAIL COMP. �`d K #8 X 2-1/2 PFH WOOD SCREW STEEL 67 LOCK STILE LVL/WOOD z L #10 X 2-1 PFH WOOD SCREW STEEL 70 FIBERGLASS DOOR PANE.WATER REINFORCEMENT CLASSIC CRAFT RUSTIC FIBERGLASS 4 1 EXTERIOR LITE FRAME ALUM. 71 CLASSIC CRAFT RUSTIC DOOR SKIN.09(F MINIMUM THK.FIBERGLASS FIBERGLASS 2 INTERIOR LTTE FRAME ALUM. 72 TOP RAIL COMP. 3 UTE FRAME TRIM PVC 75 BOTTOM RAIL COMP. 4 #10 X 1-1/2"PFH SM SCREW STEEL 77 HINGE AND LOCK STILE WOOD 7 MEDIUM REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM > 9 4X 4 HINGE.097°THK. STEEL 10 #10 X 3/4 PFH WOOD SCREW(HINGE TO FRAM STEEL "bd! 14 THRESHOLD OUTSWING-SELF ADJUST ALUM./COMP. 15 THRESHOLD OUTSWING-5-3/4"COMPOSITE SILL ALUM./COMP. $I o 16 THRESHOLD OUTSWING-5-3/4 COMPOSITE SILL ALUM./COMP. 17 PASSAGE LOCK-KWIKSEI SIGNATURE SERIES STEEL 18 THRESHOLD-OUISWNG5-3/4THERMALBREAK SILL ALUMJWOOO 19 HEADER JAMB SG>=OA2 WOOD 20 SIDE JAMB SG-0.42 WOOD 1 Q o g LT PLA a 31 COASTAL OUTSWING THRESHOLD ALUM./WOOD W o n 32 DOOR BOTTOM SWEEP PVC $u 33 INSWING ADJUSTABLE THRESHOLD-STANDARD SUBSTRATE ALUM./COMP. 34 OUTSWING THRESHOLD-5-3/4HARDWOOD SILL ALUM./WOOD 35 7/16"X 1/2"STAPLE STEEL 36 INSWING THRESHOLD-11XED STANDARD SUBSTRATE ALUM./COMP. R Q 37 OUTSWING THRESHOLD ALUM./COMP. N 38 INSWING ADJUSTABLE THRESHOLD-FULL SUBSTRATE ALUM./COMP. 39 PANEL REINFORCEMENT 0.023"THK • • • • • •• a 44 HINGE STILE LASS DOOR P REN OOD • ••i i i i i i ro a z 45 BOTTOM RAIL COMP • • • • ••• • • • • • • • • • owe 6125108 °z 46 INSULATING FOAM CORE POL R •• • • • •• N.T.S.m 9 47 LOCK STILE LVL/WOOD am e+r. JK m 48 TOP RAIL COMP, aac W. LFS 3 49 ISMOOTHSTAR DOOR SKIN.070"MINIMUM THK.FIBERGLASS ••• ••i• •• ••• DRV ' - o • • • • • • • • • FL-IO975.1 n NOTE WOOD DOOR COMPONENTS: PINE OR OAK(SG>=0.42) •• • • •• • • • • • a • •• • • • • • s • SHW 11 OF 11 ••• • • • • ••• • • • • • • • • • • • • • •• ••• ••• •••• ••• •• ••• • •