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WS-14-2080BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC Miami.Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 DEC 2 � 2014 FBC 20 )0 Master Permit No. L'QI S) 4 , ?-C, ao ❑ ROOFING �% REVISION Sub Permit No. ❑ PLUMBING ❑ MECHANICAL [:]PUBLIC WORKS ❑ CHANGE OF CONTRACTOR ❑ EXTENSION ❑ RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS JOB ADDRESS: ,33 1O•E. 101a ST City: Miami Shores County: Miami Dade Zip: 316 Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): By- Y 0) Phone#: Address: 30 �-'s- k® -% -5, City: KA A11-3 S �- yl� State: _1�_j 33 1 (0 ( Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: y r Phone#: 3 �'� 0 Address: � City: ` G. ��.. ��; - :�„ State: Qualifier Name: UPhone#: State Certification or Registration #: 6�-� �' '-Certificate of Competency #: _ DESIGNER: Architect/Engineer: Phone#: S' ( Address: City: State: Zip: Value of Work for this Permit: Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Re place I ❑ Demolition Description of Work: -4- ti., , ,� `� �•` .. ,�,,� �; I �� T�. J r1 na " "j Specify color of color thru tile: Submittal Fee $ Permit Fee $ —1 . Scanning Fee $ Radon Fee $ Technology Fee $ r ��Training/Education Fee $ Structural Reviews $ �,r� � • Q ` 0 • _ (Revised02/24/2014) CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 2 V Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature or The foregoing instrument was acknowledged before m this day of �i�,G ►,�+�:, . 20 . by Y i0- Kt ' '� e . who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Signature CONTRACTOR The foregoing instrument was acknowledged before (me this day of �-�^^�" , 20 �� by r `c �,4 b pp {�roj^-(e,n— who is personally known to as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Print: Lt - '�'(ISStON#EE85fb19 Seal: - EXPIRES mad Thru N� a as j s APPROVED BY Plans Examiner Zoning i i 13 LS Structural Review (Revised02/24/2014) Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 FTIt LM i2-3® -ly F 111111F Y MMOL Permit No: W �t _ 10 S 0 Structural Critique Sheet Page 1 of 1 y-,- 4 � d XA,-, ` it • 4, " 46(iit, Ae' l.tN I V2 STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and Include one set of voided sheets in the re -submittal drawings. Mehdl Asraf .0000. MIAMI -DARE COUNTY MIAMa __ - Department of Regulatory and Economic Resources (RER) 1=01— BOARD AND CODE ADMINISTRATION DIVISION PRODUCT CONTROL SECTION DEC 2 i 2014 11865 S.W. 26 Street • Room 208 #� (� Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315=2599 www.miamidade.gov/economy December 10, 2014 Mr. Emil Rosado American Impact 900 Biscayne Boulev Miami, FL 33132 Miami Shores Vi 70NING DEPT >� 1 Re: One Time Approv ation No. 14-1634.;,,PJ'1"- COMPL--a , LCT TOInstaller: American Impact Windows 8 Doorsnln • • »i iitn .' H n7fA71T411 • • • � iroducis :• CGI's Series "Sentinel 120" Al to be i>psta4ed at: Brian Wiborg Residence 0:004: 38 NE 108 Street, Miami Shores, FL 33161 .. Deer` Rosgde••• • • 0900•• ALL DATE Wq •ice to recgtp? of your request dated November 24, 2014, for an expedited review of a one-time appfovaf to ruse •the installation of the above mentioned product and to allow the deviation of ancb.vr details.41:d, Sill and Jamb (Details A, B, D, E and G as shown on sheets 5 and 6 of 11 of drawing -*No. IV1®•18 for the Series "Sentinel" Aluminum Horizontal Sliding Window — L.M.I. in NCW# 11-1'031 b4, to the revised corresponding Details A/2, B/2 and C/2 on Sheet 2 of 2 of the approved Drawing No. AFC14-1689. Your request is hereby granted provided: 1. Maximum wind pressure does not exceed pressures listed in table below for the above mentioned products. CGI's Series "Sentinel 120" Aluminum Horizontal Sliding Window — L.M.I. Window Mark Size Maximum Design Pressure A 53-1/8" x 50-5/8" +40.4 PSF, -43.8 PSF B 26" x 37-1/4" +40.4 PSE, -54.1 PSF C 111" x 50-5/8" +39.4 PSF, -42.9 PSF D 53-1/8" x 50-5/8" +40.4 PSF, -54.1 PSF E 37" x 38-3/8" +40.4 PSF, -43.8 PSF F 71-1/2" x 60" +39.4 PSF, -42.9 PSF H 71-1/2" x 60" +39.4 PSF, -42.9 PSF I 37" x 63" +40.4 PSF, -54.1 PSF J 37" x 26" N0.4 PSF; -43.8 PSF ' K 53-1/8" x 50-5/8" +40.4 PSF, -43.8 PST L 74" x 38-3/8" +40.4 PSF, -54.1 PSF M 74" x 38-3/8" +40.4 PSF, -54.1 PSF 2. The building official having jurisdiction accepts this approval. N.\SPECPROASPEC i4\14-1636_AmericanlmpactW indows&Doors-OTA-38NE108St,Miamishores.doe Internet mail address: mo04 Amiamidade.gov Homepages rvww.miamidade.eov/economy 0000.. 0000.. 0000.. 0000. 0000. 0000.. .0000. 0 0 000000 One -Time Approval #14-1636 American Impact Windows & Doors December 10, 2014 Page 2 The following data was reviewed in the process of issuing this letter: 1. Drawines Drawing Number Drawing Title Date Revision date Pages Prepared, Sign6d and Sealed by: CCI Windows & Owner: Brian Wiborg • 38 NE 108 ST 2 10/27/14 Al-Farooq Corporation AFC14-1689 38 NE 108 Street 09/22/15 Signed and sealed by: %" Excessive Shimming Calculations L.M.I. No Miami Shores, FL 33161 10/06/14 None 1 of 1 Yuris Ojeda, P.E. Number Folio #11-2136-011-0050 10/06/14 Yuris Ojeda, P.E. 38 NE 108 St. "" Permit #WS -9-14-2080 Miami Shores, FL 33161 *see see •F OR PLAN "' OA= Bn��Viborg Residence Prepared by: AF. 4- .3&NE 108 Street 11/19/14 None 1 and 2 of Al-Farooq Corporation 1689 Ahm t shores, FL 33161 2 Signed and sealed by: so . *so* Javad Ahmad, P.E. 2. CalculaUdd§ •. CiLlcUlation Title Pages Date Sealed Prepared, Signed and Sealed by: Ame Mean Ir acgWindows & Doors CCI Windows & Prepared by: • 38 NE 108 ST 2 10/27/14 Al-Farooq Corporation AFC14-1689 01/12/12 09/22/15 Signed and sealed by: %" Excessive Shimming Calculations L.M.I. Javad Ahmad, P.E. Wind Design Calculations For Owner: Brian Wiborg 1 10/06/14 Yuris Ojeda, P.E. 38 NE 108 St. Miami Shores, FL 33161 3. Notice of Acceutance Notice of Acceptance No. Manufacturer Description Approved: Expiring: CCI Windows & Series "Sentinel 120" Aluminum 11-1031.04 Horizontal Sliding Window— 01/12/12 09/22/15 Doors L.M.I. 4. Statements 4.1 Stated nt letter of . conformance, complying with. FBC-2010, and .of no Merest, dated. December 9, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. N:\SPECPROJ\SPEC14\14-1636 AmericanImpactWindows&Doors-OTA-38NE108St,MiamiShores.doc Internet mail address: Homepage: mp045(@miamidade.eov www.miamidade.Rov/economy One -Time Approval #14-1636 American Impact Windows & Doors December 10, 2014 Page 3 This approval consists of the following documents: 1. This letter. 2. Drawings: Drawing Number Drawing Title Date Revision date Pages Prepared, Signed and Sealed by: Owner: Brian Wiborg 38 NE 108 Street ljo• Miami Shores, FL 33161 10/06/14 None 1 of 1 Yuris Ojeda, P.E. Nttffiber F UO%11-2136-011-0050 • s • • •: P•ermi{ #WS -9-14-2080 . :.:.FLOOR PLAN 7DT4,' $>ia"n eWiborg Residence Prepared by: F� 41�- • •38•NE 108 Street 11/19/14 None 1 and 2 of A1-Farooq Corporation 1687 • 1V1 AMi Shores, FL 33161 2 Signed and sealed by: • • • • • • • Javad Ahmad, P.E. .. o gooses • • AlS1S41'Mon for building permit shall be accompanied by copies of the following: 1. This complete approval document, as outlined above. 2. Any other documents required by the Building Official or the Florida Building Code (FBC) in order to properly evaluate the installation of this product. Wind-borne debris protection (shutters) are not required for the installation of this system. If you have any questions concerning the above approval, please contact this office. Sincerely, nuel•Perez, P.E. uct Control Ex e N:\SPECPROJASPEC 14\ 14-1636_AmericanImpactW indows&Doors-OTA-38NE 108St,MiamiShores. doc Internet mail address: Homepage: mo045 a,miamidade.tov www.miamidade.aov/economy October 27, 2014 To: Mr. Emil Rosado, 900 Biscayne Blvd # 1704 Miami FL 33132 Re: 38 NE 108 ST Miami Shores, FL 33161. Subjaat:3/4" Excessive Shimming 0000 0 .. 0.00•• DegMr Leor�• • • • • • • ; • • • Flood dAr,.Wper our review of the project documents, please see below our findings: ..... . . ...... ..... .. . .... •1. ' McessM Shimming • a. o&;c•p/4" Elco Ultracons with 10" spacing at jambs & 6" from ends with 3/4" .•.. non- •• . 0000•• • compressive rigid shimming (grout). See attached calculations. .;,... •• •, b. 4V§e 174" elco ultrac®ns cluster of (3) at meeting stiles, 10" on center & 6" from ends • • • • `• with 3/4" non -compressive rigid shimming (grout). See attached calculations. 2. Conclusion a. Base on the above, we believe that the installation is structurally adequate. b. Water proofing was not part of this scope. t Very TrL# Yours, �S7 M4 Java ad P.E. 1235 SW 871h Avenue I Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooa@afceng.com PROJECT: 38 NE 108 ST MI tU=RES, FLORIDA 33161 FOLIO NO. 11-2136-011-0050 OWNER: BRIAN WIBORG PERMIT No. WS -9-14-2080 CODES: ASCE 7-10 FBC 2010 BLDG ENCLOSURE CLASS]F : ENCLOSED Yuris O'eda, P.B. 14 NB First i�ve. Suite 200 Miami, Florida 33132 P:(305} 345-3335 R:(305} 351-$854 e; yurisojednpe@aol.com �vtv►v.oj ape.com BUILDING RISK CATEGORY: H EXPOSURE CATEGORY: C V(ultimate)=175 mph V(asd)- CO.60 x 175 mph- 0.775 x 175 mph - 136 mph Kd- 0.85 Kzt-1.00 MEAN ROOF HEIGHT: 13'-0" ROOF SLOPE: (4:12 HIPPED/GABLED ROO VELOC. PRBSSURE COBF: K(h®13'-O')-0 8, BLDG "w" ® NARROWEST DIM: 50'-0" CORNER DISTANCE FOR ZONE -5: a- 0.l0xLmin=0.10x50'-0--Y-0" (CONTROLS) or a=0.4xh-0.4xl3'=5'-3" ,WHICHEVER IS SMALLER ,BUT NOT LESS THAN 0.04 x (50'-0') OR 31 -0 - WIND VELOCITY PRESSURE CALCULATION gh=0.00256 x Kd x Kzt x Kh x (V)2 qh-0.00256 x 0.85 x ].O x 0.85 x (136 mph)2 qh-X34.21 lb/SQF DESIGN WIND LOAD CALCULATION FOR DOORS / WINDOWS (COMPONENTS AND CLADDING) DESIGN POSITIVE PRESSURE ZONES 4 AND 5: p-lh[(GCp)-(GCpI)] (IWSQF) 44 DESIGN NEGATIVE PRESSURE ZONES 4: ,. P�gh[(GCP) (GCPI)] (IWSQF) DESIGN NEGATIVE PRESSURE ZONES 5: I I P9gh[(GCP)-(GCpI)] (MQF) SI 4 15 hel3' 0" GCpl-+/- 0.18 (TABLE 26.11-1 PAGE 258 ASCB 7-10) j� { GCp(+) , OCp(-) (FIGURE 30.4-1 PAGE 335 ASCE 7-10) FINAL PRESSURE RESULTS ARE SHOWN ON TABLE BELOW: FALL ZONES Vry SHEET I OF 0 . . ... . . . ... .. .• . . . .. .. • . . . • . . . . . . . . ... . . . . ... ELEVATION "A" AREA -9.33 SQF ELEVATION "B" AREA- 3.36 SQF ELEVATION "C" AREA- 13.00 SQF ELEVATION "D" AREA- 9.33 SQF ZONE4 ZONE ZONE4 ZONEI 20N64. +0.97 %6N)i5 +0.97 ZONE4 ZONES GCp (+) +1.00 +1.00 +1.00 +1.00 +1.00 +1.00 GCp (-) -1.10 -1.40 ' -1.10 -1.4p -1:37 -!15 +39.4 PSF -1.10 -1.40 PRBSSURB (+) +40.4 PSF +40.4 PSF +40.4 PSF +40.4 PSF +39.4 PSF +40.4 PSF +40.4 PSF SUCTION (-) -13.8 PSF -54.1 PSF -43.8 PSF -54.1 PSF- -02.9 PO? '-52:2 PS° -43.8 PSR 34.1 PSF Vry SHEET I OF 0 . . ... . . . ... .. .• . . . .. .. • . . . • . . . . . . . . ... . . . . ... AL-FAROOQ CORPORATION CLIENT: PROJECT: ENGINEERS & PRODUCT DEVELOPMENT AMERICAN IMPACT 1235 S.W. AVE TEL. (305) 264-8100WINDOWS & DOORS 38 NE 108 ST MIAMI, FLORIDA 33174 FAX. (305) 262-697697 LLC. 10-27-14 BY: C.M. AFC14-1.689 3/4" EXCESSIVE SHIMMING CALCULATIONS SCALE 112»=1'-0' 74" ••••• lic" • • • 18" 2,qa ..•• • MIaD • ••••• •• •• •• O • • • �I� • CO • •MAX 10" MARK WORSTCASE MAX. 'SENTINEL 120' -LMI CLUSTER NOA # 11-1031.04 OF (3) REQUIRED DESIGN LOAD ZONE 5 (E.O.R.) P+40.4 PSF P-54.1 PSF JAMBS DESIGN Pd = —54.1 PSF(BY EOR) A = ((10 x 18.5)" / 144) = 1.28 SQ. FT R = TRIB. AREA x Pd = 54.1 x 1.28 = 69.24 LBS SO (1/4 ULTRACON) = 74.7 LBS. (S-1) O.K.// MTG STILES DESIGN Pd = —54.1 PSF(BY EOR) A = 2.55 SQ. FT R = TRIB. AREA x Pd = 54.1 x 2.55 = a .(1/4"ULTRACON)-''= 74.7 LBS.* (S=1) Sa(3)> R//74.7X3=224.1 LBS> 137.95 LBS 137.95 LBS O.K.// *WORST CASE LOADS & SIZES USED. *ANCHOR SPACING FOR GAPS 3/4" MAX AT JAMBS: ANCHOR AS PER NOA #11-1031.04 WITH 10" O.C. MAX. AT JAMBS, & 6" MAX. FROM CORNERS. *ANCHOR SPACING FOR GAPS 3/4" MAX AT HEADERS & SILL: ANCHOR AS PER NOA #11-1031.04 WITH CLUSTER OF (5) AT MTG STILES & 6" MAX. FROM CORNERS & BALANCE AT 10" ON CENTER. Engr. JAVAD AHMAD CIVIL FLA. PE # 70592 38 ROOT20114110 AL-FAROOQ CORPORATION --------------------- CAN (EB) #3538 SCREW TYPE = 1/4 ITW TAPCON LOCATION : ALL SCREWS ARE CANTILEVERED 0-3/4 in. FLAT SURFACE EFFECTIVE CANTILEVER = CANTILEVER/2 = 0.375 in. ( PER BCCO ) •••. MAX. tO�D.DUE TO CANTILEVE = 74.7 LBS. �. . FY{� = :MWO PSI ••.... .. .•F"' =7SFQ = 69000 PSI ( BENDING • Pu ) . .•••s . .= �5PSI •��;�� Fv = .J?FSU = 26400 PSI ( SHEAR ) .•.••• • •Diameter 0.168 in. ROOT DIA. = .0�j"DA3 = 0.000465 inA3 AREA "IM222 i nA2 looT20'T.11AS 10-24-2014 •. . .. • BENDING ON ANCHOR PL 74.7 x 0.375 fb = -- =------------- = 60210.1 PSI <= Fb OK// S 0.000465 SHEAR ON ANCHOR P 74.7 fv = - = ------ = 3363.1 PSI <= FV OK// A 0.0222 COMBINED BENDING & SHEAR 60210.1 3363.1 +------- = 1.0 = 1.0 OK// 69000 26400 No-v=r, 19`Z Pd9 ,1- . Page 1 114 MARK: M SIZE: 74" x 38-3/8" WIND PRESSURES: +40.4 PSF-54.1 PSF j NOA Nod `r 101-1.0.4.0' ZONE: 5 RR (OX) CLOSET BEDROOM I a REAR SIDE I 8' MARK: G SIZE: 37"x 76" WIND PRESSURES: t 38.7 PSF -42.1 PSF NOA No. 12-0402-03 ZONE: 4 F.D (X) TERRACE FAMILY ROOM LIVING ROOM MARK: F SIZE: 71-1/2"x 6011 WIND PRESSURES: +39.4 PSF -42.9 PSF NOA No. I I l V -"C*! +AU -1 GARAGE rUN'll? P ZONE: 4 _H.R �(C�*- ./77NOT PART OF THIS PERMIT cn GARAGE II KITCHEN 11EM1 EXISTING ENTRY DOOR NOT PART OF THIS PERF MIAMI SHORES, FLORIDA 33161 FOLIO NO. 11-2136-011-0050 OWNER: BRIAN WIBORG PERMIT No. WS -9-14-2080 BUILDING CONDITIONS ROOF TYPE: HIPPED/GABLED ROOF (4:12) WAN ROOF HEIGHT (h): 13'-0" EXT. WALL CONSTRUCTION MATERIALS: REINF. CONC./ CONC. BLOCK MASONRY OcTa mvumlmm V —201-011 .ZE: qND PRESSURES: 40.4 PSF -43.8 PSF Miami Shores Village OA NoaJ40-3IX :)NE: 4 H.R. (OX) APPROVED By DATE ZONING DEPT I G, MARK: H SIZE: 71-1/2"x 60" WIND PRESSURES: + 39A PSF -42.9 PSF NOA No" 11`=1031,04? 1ZONE: 4 H.R (XO) �Mq MARK: J b MARK: I IZE: 37"x 26" -1 SIZE: 37" x 63" Amia P,PS SURES: C14 WIND PRESSURES: 40.4 W- -43.8 PSF + 40.4 PSF -54.1 PSF OA rte. 11„1031.0# NOA N& 114011.04 z ONbo. A .. JI.R (OX)- IZONE: 5 H.R (OX) :0.0 :K Mix 00 SIZE:, x 50-5/8" �&URES: 0 0 :00**: 4 40A f9t*743-8 ]P$F FO�A 5'-7" 0 N 0 1 031-047 0 ONE,. N. R (XO) — a NNUC: L C" SIZE: 74" x 38-3/8" WIND PRESSURES:0 + 40A PSF -54,1 PSF NOA No.4140t.0, BEDROOM IZONE: 5 H.R (XO) Im MARK: M SIZE: 74" x 38-3/8" WIND PRESSURES: +40.4 PSF-54.1 PSF j NOA Nod `r 101-1.0.4.0' ZONE: 5 RR (OX) CLOSET BEDROOM I a REAR SIDE I 8' MARK: G SIZE: 37"x 76" WIND PRESSURES: t 38.7 PSF -42.1 PSF NOA No. 12-0402-03 ZONE: 4 F.D (X) TERRACE FAMILY ROOM LIVING ROOM MARK: F SIZE: 71-1/2"x 6011 WIND PRESSURES: +39.4 PSF -42.9 PSF NOA No. I I l V -"C*! +AU -1 GARAGE rUN'll? P ZONE: 4 _H.R �(C�*- ./77NOT PART OF THIS PERMIT cn GARAGE II KITCHEN 11EM1 EXISTING ENTRY DOOR NOT PART OF THIS PERF MIAMI SHORES, FLORIDA 33161 FOLIO NO. 11-2136-011-0050 OWNER: BRIAN WIBORG PERMIT No. WS -9-14-2080 BUILDING CONDITIONS ROOF TYPE: HIPPED/GABLED ROOF (4:12) WAN ROOF HEIGHT (h): 13'-0" EXT. WALL CONSTRUCTION MATERIALS: REINF. CONC./ CONC. BLOCK MASONRY OcTa mvumlmm • lvtimK. D NIA -RK: A MARK: B NARK—:C -/8r� S 26" x 37-1/4" x 50-5/8" -7-F. 5�,-118" $ 50-5 -5/8" SL I&,., SIZE: I I I" x 50 Aw- FAMSUREI-�` ZIJAWO PRESSURES: WIND PRESSURES. -4 SSURES: + 40A PSF -41.3 PSE A*PSF -54.1 PSF + 39.4 PSF -42.9 PSF +40 . --PgF, v!54.1 PSF NOA No.4140t.04i NOA No -114031-04 NOA No: -11-1031.04-, ZONE: 4 (OX) ONE ZONE: 4 H.R 14.R (OX) ZONE: H.R. (OX) (xo2)j FLOOR PLAN SCALE: 1/8"---1'4' L3LDG DEPT to If',' If IFOT TO COMPLIANCE WITH ALL FEDERAL t'r.1 ry I N1 r,9 AMD t1j,; P PATIM'Iq 4ppre'ved 13 comp9?4ug with jbg Flond dd ng 8�1 4 I NC. ,A4� 'I":- z, Miami undo 114,0and c twi H, Q/v 5", L`4"M w —2©jv V MARK: E 37" x38-3/8" .ZE: qND PRESSURES: 40.4 PSF -43.8 PSF Miami Shores Village OA NoaJ40-3IX :)NE: 4 H.R. (OX) APPROVED By DATE ZONING DEPT I • lvtimK. D NIA -RK: A MARK: B NARK—:C -/8r� S 26" x 37-1/4" x 50-5/8" -7-F. 5�,-118" $ 50-5 -5/8" SL I&,., SIZE: I I I" x 50 Aw- FAMSUREI-�` ZIJAWO PRESSURES: WIND PRESSURES. -4 SSURES: + 40A PSF -41.3 PSE A*PSF -54.1 PSF + 39.4 PSF -42.9 PSF +40 . --PgF, v!54.1 PSF NOA No.4140t.04i NOA No -114031-04 NOA No: -11-1031.04-, ZONE: 4 (OX) ONE ZONE: 4 H.R 14.R (OX) ZONE: H.R. (OX) (xo2)j FLOOR PLAN SCALE: 1/8"---1'4' L3LDG DEPT to If',' If IFOT TO COMPLIANCE WITH ALL FEDERAL t'r.1 ry I N1 r,9 AMD t1j,; P PATIM'Iq 4ppre'ved 13 comp9?4ug with jbg Flond dd ng 8�1 4 I NC. ,A4� 'I":- z, Miami undo 114,0and c twi H, Q/v 5", L`4"M w —2©jv SCOPE OF WORK: • CONNECTION ONE TIME APPROVAL TABLE OF CONTENT: 1. SCOPE OF WORK & SITE INFORMATION 2. WORST CASE ELEVATION & DETAILS BRIAN WIBORG RESIDENCE 38 NE 148 STREET MIAMI SHORES, FL 33161 NOA SCHEDULE: 1. WINDOWS NOA #11-1031.04 "SENTINEL 120" ALUMINUM HORIZONTAL SLIDING WINDOW 1.1. GLASS: 5/16" LAMINATED 1.2. IMPACT: L.M.I. GENERAL NOTES: 1. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. 2. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. 3. ANY DISCRERANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINE€R-ARIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. V" T't1E STR.VUWE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER 0:00THE BUIL-DINQIS C(:MgLW. 5„ • IT IS THE lEONTRACTORV RESPONSIBILITY TO DETERMINE ERECTION *'PROCESS AND SFQtMES TO INSURE SAFETY OF THE BUILDING AND ITS ***XbMPOMENTt DURIMWkTION. 6*••MSTIN,dNOAD & Cs(3N�VM STRUCTURE BY OTHERS AND MUST BE :•••R6EQUAkT*0 SUSTQj4.TJJE SUPPER IMPOSED LOADS. :a••OLL STEEL+I1V CQNTACj•VJV"ALUMINUM IS TO BE PAINTED WITH A COATING OF A •� HEAVY BOpIfQ-.BITUnNO•L�S PAINT, OR APPLY A NON-ABSORPTIVE TAPE OR GASKET, •;��Q� 1/8" NEOPUNE LA'YM, CIt APPROVED EQUIVALENT LAYER TO PREVENT GALVAN",ReACTION BETWEEN DIS -SIMILAR METALS. 8. WATER PROOFING IS NOT PART OF THIS SCOPE 9. WIND LOADS AS PER EOR. 1 SATELLITE VIEW Q-1) SCALE: N.T.S. 2 FRONT ELEVATION NORTH 1 SCALE: N.T.S. Apapmv.N-1 as with &P rb)lidz pkik'%tr� ccu- Date - Ex ISSUED FOR ONE TIME APPROVAL Engr. JAVAD AHMAD CNIL FLA.FSE # 70592 C. . 3538 I—T Z �- z O w gm F- co Q o �W iL o ir.� 0 w�oao (�o>�ot- o CY'am ° 0 O00ccow cy O N N Q w N O� 00 L� zw-zs JZNQw< Qw�I��LL Lu U Z w 0 0, Lu iL �Ww mcoo w u=i o azo a- m M � 06 o 0 z 0 ^� w M z J Q V U LL w W O m 0 U QOooi� 4) I � � 1 � a m C Y m 9 O a YVi a U drawiin no. OT AFC14-1689 SHEET 1 of 2 74" FLANGE WIDTH 00 10" MAX. 10" MAX. w 6" MAX. MTG. STILES HEAD/SILL o HEAD/SILL U r = O (D z w -! Z Z C] g > r=1ao V- I�Ico M M M • n co m 192 r I •:.... •... MARKM •• WORST CASE REQUIRED DESIGN LOAD • . . --rte ••••• • • •••••• ZONE 5 (E.O.R.) •••:•• •• • "SENT1120"-LMI NOA# 11-1031.04 P+40.4 PSF • •• •••• P- 54.1 PSF w •'•�•(1 WMST q,3F,.ELEVATION '— NOA # 11-1031.04 "SENTINEL 120". ALUMINUM HORIZONTAL - SLING WINDOW ' t 5000 PSI NON -SHRINK GROUT APPLIED WITH A GROUT BAG CONTINUOUS SILICONE AS PER NOA. EXISTING PRE -CAST OPENING 3/4" STUCCO EXTERIOR 1� ' B 1 Q_ I U) 07 J J CONTINUOUS SILICONE W o W ®:- 04 m Yo m n C Q U iA 1 2 2 • . • n co m 192 r I •:.... •... MARKM •• WORST CASE REQUIRED DESIGN LOAD • . . --rte ••••• • • •••••• ZONE 5 (E.O.R.) •••:•• •• • "SENT1120"-LMI NOA# 11-1031.04 P+40.4 PSF • •• •••• P- 54.1 PSF w •'•�•(1 WMST q,3F,.ELEVATION '— NOA # 11-1031.04 "SENTINEL 120". ALUMINUM HORIZONTAL - SLING WINDOW ' t 5000 PSI NON -SHRINK GROUT APPLIED WITH A GROUT BAG CONTINUOUS SILICONE AS PER NOA. EXISTING PRE -CAST OPENING 3/4" STUCCO EXTERIOR S" . • _ 1n 3/4" STUCCO 5: d a W d EXISTING PRE -CAST OPENING 1/4"0 X 3-1/4" ELCO ULTRACON CONTINUOUS SILICONE AS PER NOA. 5000 PSI NON -SHRINK GROUT APPLIED WITH A GROUT BAG NOA # 11-1031.04 "SENTINEL 120" ALUMINUM HORIZONTAL SLIDING WINDOW NOA # 11-1031.04 "SENTINEL 120" ALUMINUM HORIZONTAL SLIDING WINDOW 1/4"0 X 3-1/4" ELCO ULTRACON c4l,d w O w W Z 1� ' Q_ I U) 07 J J CONTINUOUS SILICONE W o W ®:- 04 m Yo m n U Q U iA 2 2 S" . • _ 1n 3/4" STUCCO 5: d a W d EXISTING PRE -CAST OPENING 1/4"0 X 3-1/4" ELCO ULTRACON CONTINUOUS SILICONE AS PER NOA. 5000 PSI NON -SHRINK GROUT APPLIED WITH A GROUT BAG NOA # 11-1031.04 "SENTINEL 120" ALUMINUM HORIZONTAL SLIDING WINDOW NOA # 11-1031.04 "SENTINEL 120" ALUMINUM HORIZONTAL SLIDING WINDOW 1/4"0 X 3-1/4" ELCO ULTRACON c4l,d w O w W Z �,2, O W IL of � w O `- U CL o OnW*0Go U o>�or oaM�w 0 00 4 m O 0 C4 C4 W0 00 a W �J. Z1SI�CvIM :Io�aJX aWviE Al Lu U Z ❑ co m uJ�LL a�w mCO= CCo O 0 azo 0- m M 2 W W O m 0 U Orn ' 5000 PSI NON -SHRINK GROUT I APPLIED WITH A GROUT BAG CONTINUOUS SILICONE AS PER NOA. 1" EXISTING PRE -CAST OPENING 3/4" STUCCO gib: •. .:16Y .• 0 Lu •' Aco •• •' a ,• T•7 W d ' ' 2" $" -L �,2, O W IL of � w O `- U CL o OnW*0Go U o>�or oaM�w 0 00 4 m O 0 C4 C4 W0 00 a W �J. Z1SI�CvIM :Io�aJX aWviE Al Lu U Z ❑ co m uJ�LL a�w mCO= CCo O 0 azo 0- m M 2 W W O m 0 U Orn Engr. JAVAD AHMAD d CML i Tapp '®ved w." c€Dmgs mg with tW 70592 Fgarlda Buld;na Code CAN. 38 Date vv� c.2 3:P3 mi Dade PmducC•ntmi dro i no. NOV2014 OT n AFC 14-1689 ISSUED FOR ONE TIME A OVAL SHEET 2 of 2 ni 0 Engr. JAVAD AHMAD d CML i Tapp '®ved w." c€Dmgs mg with tW 70592 Fgarlda Buld;na Code CAN. 38 Date vv� c.2 3:P3 mi Dade PmducC•ntmi dro i no. NOV2014 OT n AFC 14-1689 ISSUED FOR ONE TIME A OVAL SHEET 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 inspection Number. INSP-220213 Permit Number: WS -9-14-2080 Inspection Date: January 15, 2015 Permit Type: WindowslShutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: WIBORG, BRAIN Work Classification: Window/Door Replacement Job Address: 38 NE 108 Street Miami Shores, FL 33161-7036 Phone Number Parcel Number 1121360110050 Project: <NONE> Contractor: MARGO G.C. INC Phone: (305)965-5055 Buildina Denartment Comments 1 DOOR AND 12 WINDOWS Infractio Passed Comments INSPECTOR COMMENTS True Passed Inspector Comments Failed EJ Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. For Inspections please call: (305)762-4949 January 15, 2015 Page 1 of 1 BUILDING PERMIT APPLICATION Miami Shores Village 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 BUILDING ❑ ELECTRIC ❑ ROOFING _�, SEP Z 4 a 94 Ell -7 FBC 20 Master Permit No. l pi's f 16 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL F-1 PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: _ 3 L, N , C 10 !�JT 1 City: Miami ShoresCounty: Miami Dade Zip: Folio/Parcel#: 11 "-2, 32� � ` 0 k, —00 ca 0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): w bo!21 Phone#: Address: �^�- R V City: �,� Ali �noc'S , —State: �•" (�-- Zip:. _t>42J, Tenant/Lessee Name: Email: �� i 0lV%. W 1 O e �, c® CONTRACTOR: Company Name: I� a Y�-c� G') V -c Phone#: Address: 0,VJ CS ST 3o5 --3%1-1g46 City: Kk i (AfM i State: 1 Zip: Qualifier Name: i L k '� 1 6 OY �`Phone#: Vl -q6 State Certification or Registration #: C G C, 9 66Q\Ot- Certificate of Competency #: DESIGNER: Architect/Engineer: [A Phone#: Address: City: State: Value of Work for this Permit: $ "�' Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace Description of Work: c� �(, 4 � .r OLD -of i rd -11tt 1J Zip: ❑ Demolition Specify color of color thru tile: Submittal Fee $ ' Permit Fee $ �� .�J CCF $ G CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ °� Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ 5� Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) 4J. Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) N Mortgage Lender's Address City ;ul State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 0 Signature ` Signature OWNER The foregoing instrument was ackno ledged before me t is '7 day of e L� % �r . 20 _ , by �A i' in�i . who is personally known to me or who has produced L as identification and who did take an oath. 0AItiNOTARY PUBUC�•` �F4'!!�'''••,Olatunde Ogunjulugbe s COMMISSION#EE090610 `E IRES: MAY 04, 2015 •''•.,�F;.�`�� WWW. Sign: ONNOTARYwin Print: 11AFF U AG� U Seal: CONTRACTOR The foregoing instrument was acknowledged before me this day ofSf ,/,it'c-2` �1 i,2 , 20 by Ma K who is personally known to m or w o as pro uced as identification and who did take an oath. NOTARY PUBLIC: a.� Olatunde Ogunjul*0 a`+:-COMMISSION#EE090610 9� 4, MAY 04,2015 Sign: �0 OTPRtccm Print: �� '6 �` )� - �� cw-jt fd_Li LCs' Seal: APPROVED BY Plans Examiner Zoning (RevisedO2/24/2014) Structural Review Clerk RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY T.At -OF.,F.LORID BUSMAESSANDrPilk tSIQNAI. RlEPuLA'10N WARD T. J%7UCTIjqj4,jN STRY CONSSING ",CONTRACTOR- 1ni the d4l, 489FS MidHELL -E fV1AtG013 I -7288 N%�R7�'- MIAMI -FE -3 3, - T�l ISSUED: 0=3/2014 DISPLAY AS REQUIRED BY LAW SEQ# L14ON30003624 SEC. owNe" TAX hallimm 11.. Rc`� CERTIFICATE OF LIABILITY INSURANCE DATE/30/2D,YY,rY) --�''� 9130/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. if SUBROGATION IS WAIVED, Isubject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endomement(s). PRODUCER THE INS DISCOUNT SHOPS NOAMNTA: `T LUCIA M RODRIGUEZ 2450 SW 137TH AVE #219 PHONE E-MAA IL EACH OCCURRENCEAII 11 PREMISES Ea M") ctduisoee $ no PERSONAL & ADV INJURY $ INSUR $ FFORDINGCOVERAGE NAICO INSURERA: UA MIAMI FL 33175 INSURED MARGO G C INC INSURER e i INSURERC:.. _ 13415 NW 8TH STREET INSURER D i, MIAMI FL 33182 MIS SINGLE LIMIT a �� INSURER E: ........ . INSURER F; FEIN: 8205426811 COVERAGES CERTIFICATE NUMBER: 1409300013 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO :ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, LTR TYPE OF INSURANCE POLICY NUMBER _ MfiDY EFF LIM" . GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS -MADE ❑ OCCUR EACH OCCURRENCEAII 11 PREMISES Ea M") ctduisoee $ MED EXP (Any one person), PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: POLICY LOC PRODUCTS - COMPIOP AGG $ S AUTOMOBILE LIABILITY ANY AUTO AZO. VED SCHEDULED HIRED AUTOS p OEI QED MIS SINGLE LIMIT a �� BODILY INJURY (Per penton) BODILY INJURY (Per aa�erd) ,,$,, . MOP $ $ UMBRELLA UA13OCCUR EXCESS CLAIMS -MADE ext EACH OCCURRENCE $ AGGREGATE DED 1 1 RETE -noN A WOkKWIPOMIPENSATION j ANDEMPLOYERS'LUBILITY YIN EOARTNEU�OMEBER EXCLUDED? Y (Mandaw K yes, darlbe_urger NIA 2837C92A 9/26/2014 9/26/2015 WCSTATU-- �~ EACH ACCIDENT II EL _ EA EMPLOYE $.100,000.00 E.L DISEASE -. POLICY LIMIT I .$ 5(10,000.00....... . . Ell DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, AdGMonM Remarks SelredWe, H more apace Is -mred) State License: CCC1327917 & CGC1504102 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 N E 2 AvE. MIAMI, FL. 33138 SHOULD ANY OF THE ABOVE DESCRIBED PQLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED W1,14, 401988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD ALoFAROOQ CORPORATION us CONSULTING ENGINEERS & PRODUCT DEVELOPMENT October 27, 2014 To: Mr. Emil Rosado, 900 Biscayne Blvd # 1704 Miami FL 33132 Re: 38 NE 108 ST Miami Shores, FL 33161. Subject: 3/4" Excessive Shimming Dear Mr. Leon, Good day, as per our review of the project documents, please see below our findings: 1. Excessive Shimming a. Use 1/4" Elco Ultracons with 10" spacing at jambs & 6" from ends with 3/4" non- compressive rigid shimming (grout). See attached calculations. b. Use 1/4" elco ultracons cluster of (3) at meeting stiles, 10" on center & 6" from ends with 3/4" non -compressive rigid shimming (grout). See attached calculations. 2. Conclusion a. Base on the above, we believe that the installation is structurally adequate. b. Water proofing was not part of this scope. Very Trul Yours, CT 2 7 2014 d, P.E. Chief ' er 'LC 1 A:= I0 1 1 5T � �r,w1l�ry ;i'11,3 ijl, t 2I�'sy.�r.c 1235 SW 8r Avenue I Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com ( alfar000@afcena.com PROJECT: 38 NE 108 ST MMUSMRES, FLORIDA 33161 FOLIO NO. 11-2136-011-0050 OWNER: BRIAN WIBORG PERMIT No. WS -9-14-2080 CODES: ASCE 7-10 PBC 2010 BLDG ENCLOSURE CLASSIF : ENCLOSED Yuris O'eda, PA 14 NE First rve. Suite 200 Miami, Florida 33132 P:(305) 345-3335 F:(305) 351-8854 W. yw7soJedape@aol.com WWW.OJ Pecom BUILDING RISK CATEGORY: 11 EXPOSURE CATEGORY: C V(uldmatep-175 mph V(asd) - fiO.60 x 175 mph- 0.775 x 175 mph =136 mph Kd- 0.85 Kzt- I AO MEAN ROOF MONT. 13.0" ROOF SLOPE: (4:12 HIPPED/OABLED ROOF) VELOC. PRESSURE CORM K(hm13'-0")=0.85 BLDG "w- ® NARROWEST DIM: 50'4" CORNER DISTANCE FOR ZONE -5: w-0J0xLm1n=0.I0x50'-0-=5'-0" (CONTROLS) or a-0Axh=0.4x13'=5 =3" ,WHICHEVBR IS SMALLER .BUT NOT LESS THAN 0.04 x (50'-0") OR 31.0 - WIND VELOCITY PRESSURE CALCULATION gh-0.00256 x Kd x Kzt x Kh x (V)2 gh=0.00256 x 0.85 x 1.0 x 0.85 x (136 mph)2 qh-34.21 1h/SQF DESIGN WAND LOAD CALCULATION FOR DOORS / WINDOWS (COMPONENTS AND CLADDING) DESIGN POSITIVE PRESSURE ZONES 4 AND 5: PNhr(GCP)-(GCPI)l (Ibl9QF) ELEVATION "A" AREA -9.33 SQF DESIGN NEGATIVE PRESSURE ZONES 4 1�4 p=gh[(GCFMGCp►)l ONSQF) ZONE4 ZONE DESIGN NEGATIVE PRESSURE ZONES 5: ZONES I I It=1f3•0, p=gb[(GCpMGCpQI (MIsQF) ZONE i 4 i5 +1.00 +1.00 GCpl=+/- 0.18 (TABLE 26.11-I PAGE 258 ASCII 7-10) +1.00 r +1.00 GCpO OCp(+) , GCp(-) (FIOURE 30.4-1 PAGE 335 ASCII 7-10) a �5' a �S-0• -1.10 FINAL PRESSURE RESULTS ARE SHOWN ON TABLE BELOW: WALL ZONES u)(Ajb cis ELEVATION "A" AREA -9.33 SQF ELEVATION "B" AREA -3.36 SQP ELEVATION "C" AREA -13.00 SQF ELEVATION "D - AREA -9.33 SQF ZONE4 ZONE ZONB4 ZONES ZONV4: +0.97 I.6NH5 +0.97 ZONE4 ZONE GCp (+) +1.00 +1.00 +1.00 +1.00 +1.00 +1.00 GCpO -1.10 -1.40 -1.10 .1.4.0 -137. x..15 +39.4 PSF -1.10 -IAO PRESSURE (+) +40.4 PSF +40A PSF +40.4 PSP +40A PSF +39.4 PSF +40A PSF -43.8 PSF 440A PSV 54.1 PSF SUCTION (-) -43.8 PSP -54.1 PSF -43.8 PSF -54.1 PSF -42.9 P6? -52:2 PSP u)(Ajb cis AL-FAROOQ CORPORATION CLIENT: PROJECT: ENGINEERS & PRODUCT DEVELOPMENT AMERICAN IMPACT 1235 MIAMI. LORIDA 3 AVE FAX. (305) 262.69; WINDOWS & DOORS 38 NE 108 ST LLC. 10-27-14 BY: C.M. AFC14-1689 __� L J, 3/4" EXCESSIVE SHIMMING CALCULATIONS SCALE: 1/2'=1'-0' 74" 181= o 2 � M� I co x � g 3 MAX. 0" MARK M WORST CASE MAX. 'SENTINEL 120° -LMI CLUSTER NOA # 11-1031.04 OF (3) REQUIRED DESIGN LOAD ZONE 5 (E.O.R.) P+40.4 PSF P- 54.1 PSF JAMBS DESIGN Pd = —54.1 PSF (BY EOR) A = ((10 x 18.5)" / 144) = 1.28 SQ. FT R = TRIB. AREA x Pd = 54.1 x 1.28 = 69.24 LBS Sa (1/4 ULTRACON) = 74.7 LBS. (S-1) O.K.// MTG STILES DESIGN Pd = —54.1 PSF(BY EOR) A = 2.55 SQ. FT R = TRIB. AREA x Pd = 54.1 x 2.55 = 137.95 LBS Sa (1/4 ULTRACON) = 74.7 LBS. (S-1) Sa(3) > R // 74.7 X 3 = 224.1 LBS > 137.95 LBS O.K.// *WORST CASE LOADS & SIZES USED. *ANCHOR SPACING FOR GAPS 3/4" MAX AT JAMBS: ANCHOR AS PER NOA #11-1031.04 WITH 10" O.C. MAX. AT JAMBS, & 6" MAX. FROM CORNERS. *ANCHOR SPACING FOR GAPS 3/4" MAX AT HEADERS & SILL: ANCHOR AS PER NOA #11-1031.04 WITH CLUSTER OF (5) AT MTG STILES & 6" MAX. FROM CORNERS & BALANCE AT 10" ON CENTER. Engr: JAVAD AHMAD CML FLA. PE # 70592 C.A.N. 3538 14.1 ROOT20114110 AL-FAROOQ CORPORATION --------------------- CAN (EB) #3538 SCREW TYPE = 1/4 ITW TAPCON LOCATION : ALL SCREWS ARE CANTILEVERED 0-3/4 in. FLAT SURFACE EFFECTIVE CANTILEVER = CANTILEVER/2 = 0.375 in. ( PER BCCO ) MAX. LOAD DUE TO CANTILEVE = 74.7 LBS. Fy = 92000 PSI FU = 120000 Psi PSI ( BENDING ) FV = .22FU = 26400 PSI ( SHEAR ) Diameter = 0.168 in. ROOT DIA. S = .098 DA3 = 0.000465 inA3 AREA = 0.0222 inA2 ROOT2011.BAS 10-24-2014 BENDING ON ANCHOR PL 74.7 x 0.375 fb = -- =------------- = 60210.1 PSI <= Fb OK// S 0.000465 SHEAR ON ANCHOR P 74.7 fv = - = ------ = 3363.1 PSI <= Fv OK// A 0.0222 COMBINED BENDING & SHEAR 60210.1 3363.1 ------- +------- = 1.0 = 1.0 OK// 69000 26400 fall" IAJ (> svArl- Page 1 WIND DESIGN CALCULATIONS PROJECT: 50 NE 109 ST MIAMI SHORES, FLORIDA 33161 FOLIO NO. 11-2136-011-0360 OWNER: AMY M WIBORG PERMIT No. WS -9-14-2079 Yuris Ojeda, P.E. 14 NE First Ave. Suite 200 Miami, Florida 33132 P:(305) 345-3335 F:(305) 351-8854 e: yurlsojedape@aol.com www.ojedape.com CODES: ASCE 7-10 FBC-2010 BLDG ENCLOSURE CLASSIF : ENCLOSED BUILDING RISK CATEGORY: II EXPOSURE CATEGORY:C V(ultimate)=175 mph V(asd)= 0.60 x 175 mph= 0.775 x 175 mph =136 mph Kd= 0.85 Kzt=1.00 MEAN ROOF HEIGHT: 13'-0" ROOF SLOPE: (4:12 HIPPED ROOF) VELOC. PRESSURE COEF: K(h=13'-0")-0.85 BLDG "w" @ NARROWEST DIM: 46'-6" CORNER DISTANCE FOR ZONE -5: a=0.10xLmin=0.10x46'-6"=4'-8" (CONTROLS) or Yuris Ojeda, P.E. FLA. PE # 72071 0000.. 0000.. 0000 0000 a=0.4xh=0.4x13'=5'-3" ,WHICHEVER IS SMALLER ,BUT NOT LESS THAN 0.04 x (46-6") ORT- O: WIND VELOCITY PRESSURE CALCULATION gh=0.00256 x Kd x Kzt x Kh x (V)2 gh�.00256 x 0.85 x 1.0 x 0.85 x (136 mph) 2 gh=34.21lb/SQF " • DESIGN WIND LOAD CALCULATION FOR DOORS / WINDOWS (COMPONENTS AND CLADDING) DESIGN POSITIVE PRESSURE ZONES 4 AND 5: l=lh[(GCp)-(GCpi)] (lb/SQF) DESIGN NEGATIVE PRESSURE ZONES 4: p=,qh[(GCp)-(GCpi)] (lb/SQF) DESIGN NEGATIVE PRESSURE ZONES 5: P=9.h[(GCP)-(GCPi)] (1b/SQF) GCpi=+/- 0.18 (TABLE 26.11-1 PAGE 258 ASCE 7-10) GCp(+) , GCp(-) (FIGURE 30.41 PAGE 335 ASCE 7-10) FINAL PRESSURE RESULTS ARE SHOWN ON TABLE BELOW: .000.0 12 I j5h�=13'-0" 51 4 - Imo- a=4'-8" a=4'4" 0000.. ELEVATION "B" AREA= 3.49 SQF ELEVATION "C" AREA= 13.00 SQF 0000 ZONE 4 ZONE 5 ZONE 4 0000 0000.. ZONE 5 ZONE 4 ZONE 5 0000.. 0000 +0.97 +1.00 +1.00 0000 0000. +1.00 +1.00 0000 0000. -1.35 -1.10 .. 0000.. -1.35 -1.10 -1.40 PRESSURE (+) +39.4 PSF +39.4 PSF +40.4 PSF 0000.. 0000.. +39.4 PSF +40.4 PSF +40.4 PSF SUCTION (-) 0000.. 0000 -43.8 PSF -54.1 PSF -42.9 PSF 0000 -43.8 PSF 12 I j5h�=13'-0" 51 4 - Imo- a=4'-8" a=4'4" PREPARED BY: YURIS OJEDA, P.E. SHEET 1 OF 3 ELEVATION "A" AREA=13.00 SQF ELEVATION "B" AREA= 3.49 SQF ELEVATION "C" AREA= 13.00 SQF ELEVATION "D" AREA= 9.33 SQF ZONE 4 ZONE 5 ZONE 4 ZONE 5 ZONE 4 ZONE 5 ZONE 4 ZONE 5 GCp (+) +0.97 +0.97 +1.00 +1.00 +0.97 +0.97 +1.00 +1.00 GCp (-) -1.07 -1.35 -1.10 -1.40 -1.07 -1.35 -1.10 -1.40 PRESSURE (+) +39.4 PSF +39.4 PSF +40.4 PSF +40.4 PSF +39.4 PSF +39.4 PSF +40.4 PSF +40.4 PSF SUCTION (-) -42.9 PSF -52.2 PSF -43.8 PSF -54.1 PSF -42.9 PSF -52.2 PSF -43.8 PSF -54.1 PSF PREPARED BY: YURIS OJEDA, P.E. SHEET 1 OF 3 WIND DESIGN CALCULATIONS PROJECT: 50 NE 109 ST MIAMI SHORES, FLORIDA 33161 FOLIO NO. 11-2136-011-0360 OWNER: AMY M WIBORG PERMIT No. WS -9-14-2079 Yuris Ojeda, P.E. 14 NE First Ave. Suite 200 Miami, Florida. 33132 P:(305) 345-3335 F:(305) 351-8854 e: yurisojedape@aol.com www.ojedape.com FINAL PRESSURE RESULTS ARE SHOWN ON TABLE BELOW: PREPARED BY: YURIS OJEDA, P.E. SHEET 2 OF 3 ELEVATION "E" ELEVATION "F" ELEVATION "G" EL�VAJION "H" ZONE 4 AREA= 9.33 SQF AREA=4.93 SQF AREA --8.10 SQF • ARV32 SQf. . . • ZONE 5 ZONE 4 ZONE 5 . .. . e 0000 +0.93 ZONE 4 ZONE 5 ZONE 4 ZONE 5 ZONE 4 0.00 ZONES..:. 0 0000 ZONE 4. sees.. ZONE 5 . -1.25 -1.07 -1.35 -1.10 -1.40 -1.10 -1.40 PRESSURE (+) .0000. GCp (+) +1.00 +1.00 +1.00 +1.00 +1.00 +1.00 0008 • +0.9-t 000 +0•. s . s -49.0 PSF -42.9 PSF -52.2 PSF -43.8 PSF -54.1 PSF -43.8 PSF 008000 0000 sees. ee . .s a 00000. GCp (-) -1.10 -1.40 -1.10 -1.40 -1.10 -1.40• • • • • -1.03 • -1.25 • e PRESSURE (+) +40.4 PSF +40.4 PSF +40.4 PSF +40.4 PSF +40.4 PSF +40.4 PLF • 8888. +38.0 ASF +38.4P6&: .. 0 800 . 0 .888 SUCTION (-) -43.8 PSF -54.1 PSF -43.8 PSF -54.1 PSF -43.8 PSF -54.1 PSF -41.4 PSF -49.0 PSF PREPARED BY: YURIS OJEDA, P.E. SHEET 2 OF 3 ELEVATION "P' AREA=26.32 SQF ELEVATION "J" AREA=15.95 SQF ELEVATION "K" AREA= 9.86 SQF ELEVATION "L" AREA= 9.33 SQF ZONE 4 ZONE 5 ZONE 4 ZONE 5 ZONE 4 ZONE 5 ZONE 4 ZONE 5 GCp (+) +0.93 +0.93 +0.97 +0.97 +1.00 +1.00 +1.00 +1.00 GCp (-) -1.03 -1.25 -1.07 -1.35 -1.10 -1.40 -1.10 -1.40 PRESSURE (+) +38.0 PSF +38.0 PSF +39.4 PSF +39.4 PSF +40.4 PSF +40.4 PSF +40.4 PSF +40.4 PSF SUCTION (-) -41.4 PSF -49.0 PSF -42.9 PSF -52.2 PSF -43.8 PSF -54.1 PSF -43.8 PSF -54.1 PSF PREPARED BY: YURIS OJEDA, P.E. SHEET 2 OF 3 WIND DESIGN CALCULATIONS PROJECT: 50 NE 109 ST MAW SHORES, FLORIDA 33161 FOLIO NO. 11-2136-011-0360 OWNER: AMY M WIBORG PERMIT No. WS -9-14-2079 Yuris Ojeda, P.E. 14 NE First Ave. Suite 200 Miami, Florida. 33132 P:(305) 345-3335 F:(305) 351-8854 e: yurisojedape@aol.com www.ojedape.com FINAL PRESSURE RESULTS ARE SHOWN ON TABLE BELOW: Yuris Ojeda, P.E. PREPARED BY: YURIS OJEDA, P.E. C C/ SHEET 3 OF 3 ELEVATION "M" ELEVATION "N" ELEVATION "O" s AREA= 9.86 SQF AREA=3.34 SQF •.. • AREA= 9.86 SQF09 ZONE 4 ZONE 5 ZONE 4 ZONE 5 ZONE 4 ZONE S.. GCp (+} +1.00 +1.00 +1.00 +1.00 +1.00 +1.0a*: GCp (-) -1.10 -1.40 -1.10 -1.40 -1.10 -1.40* PRESSURE (+) +40.4 PSF +40.4 PSF +40.4 PSF +40.4 PSF +40.4 PSF +40.4 PSV SUCTION {-) -43.8 PSF -54.1 PSF -43.8 PSF -54.1 PSF -43.8 PSF -54.1 PSF PREPARED BY: YURIS OJEDA, P.E. C C/ SHEET 3 OF 3 7 MI ML• M1AM1--DADE COUNTY, FLOR11M. 1�'iT�11L1 PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (780 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOM www.mlamlda&ggftera/ CGI Windows & Doors 10100 N.W. 25 Street 4� 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 PERA—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 product or material within their jurisdiction. PERA 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 120" Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W1048, titled Series "120 Sentinel Alum. Horl& Sliding Wdw. (S.M.L) (L rVLL)", sheets 1 through 11 of 11, dated 03/29/2010, with the latest revision "B", dated 10/10/11, prepared by Al Farooq Corporation, signed, sealed and dated 1/13/2012 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 Resistant LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state, model/ series and following statement: "Miami—Dade County Product Control Approved" unless otherwise 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 aifeefing 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 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 1s -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 No. 104510.12 and consists of this page 1, evidence.pages E-1. and E--2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaseous P. E. - MtAMi t)ADNOA No. 11-1031.04 WYE gt Expiration Date: September 22, 2015 Approval Dates January, 12, 2012 12 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS_ 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.10 0510.12) 2. = Drawing No. W10-18, titled Series "120 Sentinel Alum. Horiz. ;!ding Wdw. (S.M.L) (L.M.L)", sheets 1 through 11 of 11, dated 03/29/2010, with the latest revision no. "B", dated' 10/10/2011, prepared by Al-Farooq Corporation, signed, sealed and dated 1!13/2012 by Javad Ahmad, P. E. B. TESTS 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 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forcer! Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of horizontal sliding window, prepared by Hurricane Test -Laboratory, LLC, Test Report No. BTL -0080-0102-10, dated 06/04/2010, signed and sealed by Vinu L Abraham, P. E. (Submitted under previous NOA No. .10-0516.12) C. CALCULATIONS L Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by A1-Farooq Corporation, dated05/05/2010, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 10-0510.12) 2. Glazing complies with ASTM E130044 D. QUALITY ASSURANCE 1. Muni -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) ..E, MATERIAL CERTMCATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated OSil6/10, expiring on 01/14/17. 2. Notice of Acceptance No. 119325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05!2011, expiring on 0512112016. 3. Notice of Acceptance No. 084520.08 issued to Solutia. Inc. for their "Vanceva Composites aced for lamination of glass" dated 7/17/2008, a p rin on tZ 1/2013.. alto; D. Gamh, P. E. Product Control Section Supervisor: NOA No. 11-1031.04 Expiration Date: September 22, 2015 Approval Date: January; 12, 2012 E..1 ' r CGI Windows !& Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statemenletter of conformance and compliance with the FBC2010, dated October 06,2011 , . signed and sealed by Javad Ahmad, P. E. 2: Statement letter -of conformance, no fi neial interest and compliance with the FBC 2007, dated May 05, 2010, signed.and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 10-0510. 12) 3. Laboratory compliance letter for Test Report No. ITL mo -o 02-10, issued by Hurricane Test Laboratory, LLC, dated June 04, 2010, signed and sealed by Vinu L Abraham, P. E. (SubmBlled under previous NOA No. 10-0510. 12) 4. Proposal No. 09-0032 issued by Product Control, dated October 22, 2009, signed by Manuel Perez, P. E. (Submitted under previous NDA No. 10-05,10.12) G. OTHERS I. Notice of Acceptance No. 16-0510.12, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window.- L.M.I.", approved on 09/22/2010 and expiring on 09/22/2015. MIAMI -DARE MIAMI -DADS COUNTY, FLORIDA 6 U91 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) sv%mmiamidade.gay/economy CGI Windows and Doors, Inc. 10100 NW 25 Street Miami, FL 33172 .43 SCOPE: This NOTA 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 -]Jade 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, modlfy, 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 "Sentinel 150" Aluminum Sliding Glass Door w/ wo Reinforcements -- L.M.I. APPROVAL DOCUMENT: Drawing No. W10-31, titled "Series 150 Sentinel Ahem. Sliding Glass Door &M.I./ S.M.I.)", sheets 01 through 16 of 23 including 6.1, 62, 9A, IIA, 12.1, 12.2 and 15.1, dated 05/20/10 with revision "H" dated 01/16/14, prepared by Al-Farooq Corporation, signed and scaled by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Section 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 Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, and following statement: °Miami -Dade County Product Control Approved", unless otherwise noted herein. Confidential 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 Official. This NOA revises NOA No. 12-0821.16 and consists of this page 1 and evidence pages FI, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. hltAtrtt oan1= c NOA No. 13-1121.08 jig . s Expiration Datet September 22, 2015 - : • i .'�` AHRMvn1 Bate: Rabruary 13.2tttd CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. submitted under previous NOA No.1"821.16) 2. Drawing No. W10-31, titled "Series 150 Sentinel Alum. Sliding Glass Door (L.M.I./ S.M.I.)", sheets 1 through 16 of 23 including 6.1, 6.2, 9A, 11A, 12.1, 12.2 and 15.1, dated 05/20/10 with revision "H" dated 01/16/14, prepared by Al-Faro©q Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 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 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type `°C" sliding door, Grade 10, per ASTM F 842-04 and per FBC 24113.2. 1, TAS 202--94 along with marked, -up drawings and installation diagram of Alum. SGD 2 -Track prepared by Architectural Testing, Inc., Test Report No. ATI -00733.03450-18, dated. 08/09/12, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NDA No. 12-0821.16) 2. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of Alum. SOD 2 -Track prepared by Hurricane Test Laboratory, LLC, Test Report No. HTIr0080-1208-09R, dated 02/09/11, signed and sealed by Vinu J. Abraham, P. E. (Subinitted under previous NOA No. 11-0303.02) 3. 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 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, and TAS 202-94 along with marked -up drawings and installation diagram of Alum. SOD 3: Track prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL4080-1208-09, dated 07/30/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 10-0510.15) Jaime D. Gascon; P. E. Product Control.Sectlon Supervisor - NOA Nom 13-1121.08 Expiration Date: September 22, 2015 Approval Date: February 13, 2014 p.-1 i .: . CGI Windows and Doors Inc. C. I� NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, dated ,11/141 13, prepared by Al-Farooq t yporation, signed, scaled. and. dated 02/04/14 by Javad Ahmad, P. E. 2. Glazing complies with ASTM E130044 QUALITY ASSURANCE I. 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 SentryGlasd Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/28/13, expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 03/28/13, expiring on 12111/18. F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with FBC 2010, issued by Al-Farooq Corporation, dated 11/14/13, signed and sealed by Javad Ahmad, P. E. 2. Proposal No. 11-1225 issued by Product Control, dated 1112111, signed by Ishaq Chanda, P. E. (Sub»titled under previous NOA No. 12-0821.16) 3. Laboratory compliance letter for Test Report No. ATI -C0733.03450-18 (2 Track), issued by Architectural Testing, Inc.; dated 08109/12, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NDA No. 12-0821.16) 4. Laboratory compliance letter for Test Report No. HT"080 1208-09 (2 -Track), issued by Hurricane Test Laboratory, LLC, dated 02/09/11, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 11-0303.02) 5. Proposal No. 09-1073 issued by Product Control, dated 07/19/10, signed by Ishaq Chanda, P. E. (Submitted under prepious NOA No. 10-010.15) Jaime D. Gascoii;' P. E. Product Control Section Supervisor NOA No. 13r-1121.08 Explratlon Date: September 22, 2015 Approval Date: February 13, 2014 E-2 CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Report No. HTL4080-1208-09 (3 -Track), _ issued by Hucane Test Laboratory, LLC, dated 07/30/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 10-0510.15) G. OTHERS 1. Notice of Acceptance No. 12-0821.16, issued to CGI Windows and Doors, Inc. for their Series "'Sentinel 150 Aluminum Sliding. Glass Door w/ wo Reinforcements - L.M.L ", approved on 12/20/12 and expiring on 09122/15. Jaime D. Gascon, P. X. Product Control Section Supervisor NOA No.13-1121.0$ . Expiration Date: September 22, 2415 Approval Date: February 13, 2014 E-3 I MARK:M SIZE: 74" x 38-3/8" WIND PRESSURES: + 40.4 PSF -54.1 PSF NOA No. 11-1031.04 ONE: 5 H.R (XO) MARK:N SIZE: 37" x 26" WIND PRESSURES: + 40.4 PSF -43.8 PSF NOA No. 11-1031.04 ZONE: 4 H.R (XO) MARK:O SIZE: 74" x 38-3/8" WIND PRESSURES: + 40.4 PSF -54.1 PSF NOA No. 11-1031.04 ZONE: 5 H.R. (XO) MARK: L SIZE: 53-1/8"x 50-5/8" WIND PRESSURES: + 40.4 PSF -54.1 PSF NOA No. 11-1031.04 ZONE: 5 H.R. (XO) Y-10" r- BEDROOM 1 MASTER BEDROOM REAR SIDE MARK: J ZE: 73-1/2" x 62-1/2" 'IND PRESSURES: 39.4 PSF -52.2 PSF DA No. 11-1031.04 )NE: 5 H.R (OX) MARK:K SIZE: 74" x 38-3/8" WIND PRESSURES: + 40A PSF -43.8 PSF NOA No. 11-1031.04 ZONE: 4 H.R (OX) MASTER MARK: A SIZE: 74" x 50-5/8" WIND PRESSURES: + 39.4 PSF 42.9 PSF NOA No. 11-1031.04 ZONE: 4 H.R (OX) EGRESS BEDROOM 2 WALK-IN CLOSET MARK:H LZE: 96" x 79-1/2" BIND PRESSURES: 38.0 PSF -49.0 PSF OA No. 13-1121.08 CINE: 5 S.G.D (3O{ MARK: I SIZE: 191" x 79-3/8" WIND PRESSURES: + 38.0 PSF -49.0 PSF NOA No. 13-1121.08 ZONE: 5 S.G.D (OXXO) T FAMILY ROOM LIVING ROOM ENTRY DOOR NOT PART OF THIS PERMIT MARK:B IZE: 26-1/2" x 38" BIND PRESSURE: 40.4 PSF 43.8 PSF OA No. 11-1031.04 :)NE: 4 H.R (OX FRONT SIDE `-0 FLOOR PLAN SCALE: 1/8"=1'-0" MARK: C SIZE: 110-1/4"x 50-1/4" WIND PRESSURES: + 39.4 PSF -42.9 PSF NOA No. 11-1031.04 ZONE: 4 H.R (XOX) 6 M RECREATION ROOM MARK:G SIZE: 59-1/4" x 34-3/8" WIND PRESSURES: + 40.4 PSF -54.1 PSF NOA No. 11-1031.04 ZONE: 5 H.R (OX) LAUNDRY x _ MARK: F SIZE: 37" x 38-3/8" WIND PRESSURES: KITCHEN + 40.4 PSF 43.8 PSF NOA No. 11-1031.04 ZONE: 4 H.R (OX DINING ROOM PROJECT: 50 NE 109 ST • MIAMI SHORES9. FLORIDA 3-5161 FOLIO NO. 11-2f-1061;-0360 ..••.. OWNER: AMY M -V WRG •'"" PERMIT No. W"!M-2679 • •„ 0 BUILDING iTDIi WS ROOF TYPE: HIPVFD.XQOF (4:12) MEAN ROOF HEIVHT (1): 13'-0" • • • • EXT. WALL CONSTRUCTION%MATERIALS' . REINF. CONCJ CNN. BLOCK MASONRY* OCT0 4 2014 MARK:E I SIZE: 53-1/8"x 50-5/8" V� WIND PRESSURES: + 40.4 PSF -54.1 PSF coa NOA No. 11-1031.04 ZONE: 5 H.R (OX) o � � cn Miami Shores Village 10 BY DATE = p,PPR®VED Z0�11�1G DEPT ®LLO DEPT ;UF�.I _CT TO COMPLIANCE WITH ALL FEDERAL STC M!n COUNTY Ft "I FS AND Hf GULATIONS MARK: D SIZE: 53-1/8"x 50-5/8" WIND PRESSURES: + 40.4 PSF -54.1 PSF NOA No. 11-1031.04 ZONE: 5 H.R (OX) TYPICAL EL AJ ION t t t g FLANGE WIDTH 6" 26 MAX. 10" MAX. I HEAD/BILI. MTG. STILES HEA LIN 2% is S 110" BUCK WIDTH 10" MAX. 5" 26 S/8" MAX. 4 r U as COMP1*9 with the Florki % bolding Code E u ii F 11 it F I F oI o x• _ ___ i. o 4 1 li ii • O II — II it •a 00.0•• ii 4 e Il II II II n II 11 it B p n n LIN 2% is S 110" BUCK WIDTH 10" MAX. 5" 26 S/8" MAX. FALSE MUNTINS FALSE MUNTINS (SURFACE APPLIED) 32 7/8" 32 7/8" /ADDL ANCHORS (SURFACE APPLIED) OPTIONAL D.L. OPGD.L OPG, CENTER OF UTES & MTG. STILES OPTIONAL AT HEAD/SILL 36 3/8" SEE NOTE (•) ON SHEET 2 VENT WIDTH FLANGE 8c FLANGE ADAPTOR FRAME iin" FIN FRAME 32 7/8" 1 1 32 7/8" D.L. OPG. D.L OPG 36 3/8" EQUAL LEG FRAME o SERIES 120 SENTINEL ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBIINA71ONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MKMi—DADS COUNTY APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE tt-?'1�1E (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, 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 WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 4 r U as COMP1*9 with the Florki % bolding Code i F u ii F Accepommuee iso 11-10 .a q oI o V zP0 4 1 li ii • II — II •a 00.0•• ii 4 e Il • • • • B1 II n FALSE MUNTINS FALSE MUNTINS (SURFACE APPLIED) 32 7/8" 32 7/8" /ADDL ANCHORS (SURFACE APPLIED) OPTIONAL D.L. OPGD.L OPG, CENTER OF UTES & MTG. STILES OPTIONAL AT HEAD/SILL 36 3/8" SEE NOTE (•) ON SHEET 2 VENT WIDTH FLANGE 8c FLANGE ADAPTOR FRAME iin" FIN FRAME 32 7/8" 1 1 32 7/8" D.L. OPG. D.L OPG 36 3/8" EQUAL LEG FRAME o SERIES 120 SENTINEL ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBIINA71ONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MKMi—DADS COUNTY APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE tt-?'1�1E (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, 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 WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. T an ADDL ANCHORS N u AT CENTER OF CITES & MTO. STILES 5 AT HEAD/SILL O ul SEE NOTE (*) ON SHEET 2 p s � �Cr*,, N `— p ZL-.J� 3a ]PRO DUC f RL?VISF D 4 r U as COMP1*9 with the Florki % bolding Code Accepommuee iso 11-10 .a q oI Date V zP0 �i1 de Prod et Conten o • ' •a 00.0•• LL • a • 4 e • • • • a �! 8 008.9• O N T an ADDL ANCHORS N u AT CENTER OF CITES & MTO. STILES 5 AT HEAD/SILL O ul SEE NOTE (*) ON SHEET 2 p s � �Cr*,, N `— p ZL-.J� 3a ]PRO DUC f RL?VISF D as COMP1*9 with the Florki % bolding Code Accepommuee iso 11-10 .a q Date �i1 de Prod et Conten o W LAMINATED GLASS N INSULATING LAM. GLASS 2Lo o a SMALL MISSILE . JMP,ACT 0 LARGE, 'Mf*SI1-9,—W ACT c Et►gr. JAVAD AH I fl ��E! t 059238 t C.Ip.N357 drawing no. ,TAN 012 W10-18 sheet 1 of 11 I X" WP - (1/2W) (1/2W) DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) 1 Hi FLANGE DIMS. BUCK DIMS. Gums TYPES 'A'&'Al' GLw TYPES `B'&'Bl' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 28-1/2" 37'r 53--7/8 74" 26" 25--1/2" 36' g 52-1/8 73" 25" 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 6f.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 26--1/2" 37"0 53-1/8" 74" 38-3/8 25-1/2" 36" 52-1/8" 73" 37-3/8 65.0 65.0 80.0: 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 - 80.0 90.0 26-1/2" "65.0 53--1/8" 74" 25-1/2" 5261/8" 73" 49-5/8" 65.0 65.0 80.0 90.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 26-1/2" 37" 53-1/8" 74" 63° 1 25-1/2" 38" 52-1/8" 73" 1 62" 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 85.0 80.0 90.0 60.2 60.2 74.3: 74.3 74" 83" 1 73" 1 62" - I - 80.0 90.0 * I X" WP - (1/2W) (1/2W) DESIGN LOAD CAPACITY - PSF (XOX SIZES) 1 Hi FLANGE DIMS. BUCK DIMS. *ADDL ANCHORS REQUIRED AT CENTER OF UTES AND MTG. STILE ENDS. LJ OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' FLANGE FRAME AIG. RAIL: F MAX. LOAD TO ±65.0 PSF (1/3W) (1/3W} (1/3W) DESIGN LOAD CAPACITY - PSF (XOX SIZES) J Hi FLANGE DIMS. BUCK DIMS. GLW TYPES 'A'&'Al' GLASS TYPES 'B'&'BV WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) IM.(-) 74" 106-1/4" 11f" 25" 73" 105-1/4" 110° 25" 65.0 85.0 80.0 90.0 85.0 65.0 80.0 90.0 65.0 65.0 60.0 90.0 74" 106-1/4" 111" 38-3/8" 73" 105-1/4" 110° 37-3/8" 65.0 65.0 80.0 90.0 _ 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 74" 106-1/4" ill" 50-5/8" 73" 105-1/4" 110" 49-5/8" 65.0 65.0 80.0 90.0 68.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 74" 106-1/4" 111" 63" 1 73" 105-1/4" 110" 62" 65.0 65.0 80.0 90.0 61.6 61.6 78.2 78.2 60.0 60.0 76.4 76.4 106-1/4" 111" 83" 105-1/4" 110" 62" - - 80.0 90.0 - - 80.0 90.0 *ADDL ANCHORS REQUIRED AT CENTER OF UTES AND MTG. STILE ENDS. LJ OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' FLANGE FRAME AIG. RAIL: F MAX. LOAD TO ±65.0 PSF (1/3W) (1/3W} (1/3W) A �� J Hi (1/4W) FLANGE DIMS., OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' nrp. Bucs< DIMS 4:2 - EQUAL LEG FRAME aG. RAIL: MAX. LOAD TO +80.0 -90.0 PSF OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' oQ FLANGE DESIGN LOAD CAPACITY - (X0X SIZES) PSP (1/2 (1/4W) FLANGE DIMS., BUCK DIMS. GLASS TYPES 'A'&'Ai° GLASS TYPES 11'01' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) IM.(-) EXT.(+) INT.(-) 74" 106-1/4" 911 ° 26" 73" 1.05-1/4" 110" 25" 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 74" 106-1/4" 111" 38-3/8" 73" 105-1/4" 110" 37-3/8" 1 65.0 65.0 80.0 go.0. 65.0 65.0 80.0 �� 65.0 65.0 80.0 840% 74" 50-5/8" 739 49-5/8" 65.0 65.0 80.0 Sao.. 74" 1 65" 73' 62" 65.0 65.0 80.0 90.8 • - OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' oQ FLANGE ADAPTO RRRANE (1/4W) (1/2 (1/4W) Engh JAG MAQ a -All 11 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' oQ FLANGE ADAPTO RRRANE EQUAL LEG 1 Engh JAG MAQ a P .FLA. 4I1$ 17058$ - • NOTE: • .0 �„ 4000 W 538 t. i .LC § O •ti y GLASS CAPACITIES ON THIS SHEET ARE !L • 66•g • N 0 uj Fn tc N r $ R zzE� 3 C' �a PRODUCYREVISED � M BUCK DIMS ¢w complying with the I+lorlda Kuhung Code c Acceptance NO i- 03.Oti{ o W Eap# Date � FLANGE ADAPTOR FRAME IL M16mi ode Product control z FLANGE DIMS I FLANGE. 8c FLANGE ADAPTO RRRANE EQUAL LEG FRAME Engh JAG MAQ .FLA. 4I1$ 17058$ - NOTE: 538 t. i .LC § y GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) drawing no. DA BUILDING ON CLARAT01 �� N � ��' 8 D Y STATEMENT �0� DCA05! DC -219 sheet 2 of 11 ' DESIGN LOAD CAPACITY - PSF (X0 OR OX S (1/0) BUCK DIMS. GLASS TYPES 'A'&'A1' GUS TYPES `B'&`B1' WIDTH HEIGHT DCT.(+) INT.(-) EXT.(+) INT.(-). 25-1/2" 38'" 52-1/8" 73' 25" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 25-112" 36" 52-1/8" 73" 37-3/8" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 25-1/2" 36" 52-1/8" 73" 0 49-5/8 65.0 65.0 80.0 80.0 65.0 85.0. 80.0 80.0 65.0 85.0 80.0 80.0 65.0 65.0 80.0 80.0 25-1/2' 36" 52-1/8" 73" 62" 65.0 68.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 60.2 60.2 80.0 80.0 (1/2W) (1/2W) OPERATING VENTS TO BE 1/2 .OF THE WINDOW WIDTH 'XO OR OX' 0 MTG. RAIL; f MAX. LOAD TO ±65.0 PSF OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'X0X' BUCK DIMS FIN FRAME ATG, RAIL: MAX. LOAD TO ±80.0 PSF DESIGN LOAD CAPACITY - PSF (X0x Si 1w) (1/0) BUCK DIMS. GIASS TYPES '9&A1' GLA88 TYPES 'B'&`6t' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 73" 105-1/4" 110" 25" 65.0 65.0 80.0 80.0 65.0 65.0. 80.0 80.0. 65.0 65.0 80.0 80.0 73" 105--1/4" 110" 37-3/8" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73" 105--1/4" 110" 49-5/8" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73" 105-1/4" 110" 62" 65.0 60.0 80.0 80.0 61.8 1 61.8 80.0 80.0 60.0 1 60.0 80.0 80.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'X0X' BUCK DIMS FIN FRAME ATG, RAIL: MAX. LOAD TO ±80.0 PSF OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' PRODUC T REVISED as complying with the Modd& holdCode Acceelamo IVo �• (u31 •c��i o vo E 1effCQ4A:1v2-01jC Ca 1ade 1' 11Ct a t FIN FRA1E url<I®III a i a En .1.t�. AO• °AH u F111, `ISE' 90592 CAN. 638 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300--04 (3 SEC. GUSTS) drawing no. AND FLORIDA BUILDING COMMISSION Jr�� O_18 DECLARATORY STATEMENT DCA05--DEC---219 • sheet 3 of 11 DESIGN LOAD CAPACITY - PSF (XOX SIZES) (1/0) BUCX DIMS. GIASS TYPES 'A!&'AI' GLASS TYPES 'B'WBI' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 73" 105-1/4" 110" 25" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 .80.0 65.0 65.0 80.0 80.0 73" 105-1/4" 110" 37-3/8" 1 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73" 49-5/8" 65.0 65.0 80.0 80.0 73" 62" 66.0 65.0 80.0 80.0 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' PRODUC T REVISED as complying with the Modd& holdCode Acceelamo IVo �• (u31 •c��i o vo E 1effCQ4A:1v2-01jC Ca 1ade 1' 11Ct a t FIN FRA1E url<I®III a i a En .1.t�. AO• °AH u F111, `ISE' 90592 CAN. 638 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300--04 (3 SEC. GUSTS) drawing no. AND FLORIDA BUILDING COMMISSION Jr�� O_18 DECLARATORY STATEMENT DCA05--DEC---219 • sheet 3 of 11 (1/? (1/0) 1 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' PRODUC T REVISED as complying with the Modd& holdCode Acceelamo IVo �• (u31 •c��i o vo E 1effCQ4A:1v2-01jC Ca 1ade 1' 11Ct a t FIN FRA1E url<I®III a i a En .1.t�. AO• °AH u F111, `ISE' 90592 CAN. 638 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300--04 (3 SEC. GUSTS) drawing no. AND FLORIDA BUILDING COMMISSION Jr�� O_18 DECLARATORY STATEMENT DCA05--DEC---219 • sheet 3 of 11 V 3 a P* 3 1/8" ANN. GLASS 1/8' HEAT STREN'D GLASS P I r 075": P/9 INTERLAYER .075" PVB INTERLAYER o •• a y VANCEVA COMPOSITE BY 'SOLUTW VANCEVA COMPOSITE BY 'SOLUTWOR OR : • • • .090° PNB INTERLAYER .090" PVB INTERLAYER •• • • •••~ SAf mo BY 'soLurw SAEm [UG BY 'SOLUTw ' OR OR ...•.. Q j. rl .090" SGP INTERLAYERrl 0900 SGP INTERLAYER • • • • • •�• • • BY 'DUPONT' BY 'DUPONT' • • • •.&. • • • 1/e" ANN. GLASS 1/8° HEAT STREN'D GLASS 3 a • SIIJCONE SIUCONE ' • ' . . • • GE 1200GE 1200 . , �_� p- DOW CORNING 899 DOW CORNING 899 •..• : • N M1 DOW CORNING 995 ,� M1 DOW CORNING 995 . •. jr 0 0 a E8 EB0 is rr � G1vAss. TYPE `A' GLASS TYPE 'B' ow 5/16" NOMINAL LAM. GLASS 5/16" NOMINAL LAM. GLASSjj cn rn n M 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS Q M .075" PVB INTERLAYER .075" PVB INTERLAYER Z 1/4" AIR SPACE VA CEVA COMPOSITE BY 'SOLUTW' 1/4" AIR SPACE VA CEVA COMPOSITE BY 'SOLUTW' ` $ O .090" PVB INTERLAYER .090" PV8 INTERLAYER U O 1/8" ANN. GLASS OSAELEX IIIG BY 'SOLUTIA' 1/8" HEAT STREN'D GLASS OR IIIG BY 'SOLUTW .090" SGP INTERLAYER 090" SGP INTERLAYER BY 'DUPONT' BY 'DUPONT' 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS SILICONE SILICONE c ` $ GE 1200 °D GE 1200 PRODUC s DEVISED a DOW CORNING 899 DOW CORNING 899 09 eornplYID9 With the Floridlb N Mi 7 �� DOW CORNING 995 \ M1 7 DOW CORNING 995 Aemeep ade i ` 10 1.Ot{ b !�_Y___1_�� g g 04O E9 0.70" OVERALL INSUL. LAM. GLASS 04 Z/ O E9 . M7�. GIA.SS TYPE 'B1' 0.70" OVERALL INSUL. LAM. GLASS NOTE: IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'A1' & '131' MUST BE TEMPERED. &r. JAVAD AIi CML, 5,38 i n �A 8 j �S. drawing no. W10-18 sheet 4 of 11 1BY WOOD BUCK sa -� e 4 as J. ed v6 li L �C W t • J-.' v 1BY WOOD BUCK TYPICAL ANCHORS. SEE ELEV. FOR SPACING a ci WMA 14 0 W H STRUCTURE FLANGE & FLANGE ADAPTOR FRAME :1 TYPICAL ANCHORSSEE ELEV. o_ R SPACING----------------- Z r----------------- -� O A I I MIAMI -DARE COUNTY APPROVED 11 °d 1 MULLION & MULLION. ANCHORS I P \ c I 1I SEE SEPARATE NOA I1 • o$••• c73 11 II • • � � • 1 000000 o4•--� • • • 0000 � ••a • 0000•: Q.045 OQOle TYPICAL ANCHORS TYPICAL ANCHORS• '' L `0� If • SEE ELEV. so**** O SEE ELEV. FOR SPACING : • ; I FOR SPACING �1 If i • LO to v i • ..• • • Aad' ,.• s . �, v .I 44 e-0 4 a. _ e • n• N..' a o. d. a' 4 a d O \ TYPICAL ANCHORS d I TYPICAL ANCHORS - SEE ELEV. a SEE ELEV. FOR SPACING , FOR SPACING n 2 3/8" MIN. , 2-3/8" MIN. N � WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2W. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. PROIDUC P RCViSCUErt r. A�D 1,uI I u ps complying with die Florida C#VIL kuidiag Code FLA. PE �ti92 CAN. AcceptAsiee too — �3 • R� CN. r ! � v IC'.rapi DA � P tContro N 12 drawing no. woo-1� Iceheet 5 of 11 TYPICAL, ANCHORS: SEE ELEV. FOR -SPACING DIA. TAPCON BY 'nW' Fy--92 KSI) ' ,],/4" (Fu -120 KSI, � I& DIA. ULTRACON BY '=' (FU -177 KSI, Fy-155 KSI) O INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" INTO WOOD MIN. PENETRATION THRU 1 BY BUCKS INTO CONC. OR MASONRY �N o (6,01- 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 0 - � DIRECTLY INTO CONC. OR MASONRY 2212 1-1/4" MIN. EMBED INTO CONC. OR MASONRY = SMS OR SELF DRILLING SCREWS _� o J14 (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK.=.0900) INTO METAL STRUCTURES 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) I(PICAL EDGE DISTANCE ° N INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. o INTO METAL STRUCTURE - 3/4" MIN. Z CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. c o C-90 HOLLOW/FILLED BLOCK. AY -..JA, f'm 2000 PSI MIN. a o ,MBS * L yam O PROIDUC P RCViSCUErt r. A�D 1,uI I u ps complying with die Florida C#VIL kuidiag Code FLA. PE �ti92 CAN. AcceptAsiee too — �3 • R� CN. r ! � v IC'.rapi DA � P tContro N 12 drawing no. woo-1� Iceheet 5 of 11 1 �o wl r ;w" XOX LAY -OUT MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING — I — SCREENS OPTIONAL I I— - • — EXTERIOR Es EXTERIOR XO LAYOUT D.L. OPG. FLANGE 8 1/4' MAX SHIMS A - 2 WOOD B K WOOD STRUCTUR TYPICAL ANCHORS SEE ELEV. FOR SPACING (F ] ALTERNATE �.-- ACK TO LOCK c FLANGE ADAPTOR 1/4" MAX. SHIMS O TYPICAL ANCHORS SEE 0". V v FOR SPACING FLANGE ADAPTOR FRAME O II 1/2' TYP. d • E23 70 .1 BY $ WOOD BUCKS 2 Q c FLANGE ADAPTOR FRAMEV 3 FLANGE ADAPTOR FRAME O 1/2' TYP. • E23 70 $ 2 Q n • INTALtAMN. DETAILS SHOWN ON PAGES 5 0 >AND'.b- APPLY! -TO. BOTH. FLANGE FRAME AND m FtA 6E',) i ?fiCiR FRAMES. o Epgr. JAVAD AHlAAD 2 i r% �\ 16 GLAN711612 C 33313 1'RODUCI'IiEV1REU co complying with the Florida Codel 0� u li CONO t l —i 0 3j � 0 � �xh jjori NM a� e . to drawing no. 't� ct �t►nf W10-18 sheet 6 of 1 l UQ� nen O� E23 70 $ 2 Q INTALtAMN. DETAILS SHOWN ON PAGES 5 0 >AND'.b- APPLY! -TO. BOTH. FLANGE FRAME AND m FtA 6E',) i ?fiCiR FRAMES. o Epgr. JAVAD AHlAAD 2 i r% u 16 GLAN711612 C 33313 1'RODUCI'IiEV1REU complying with the Florida Codel u li CONO t l —i 0 3j � e . to drawing no. 't� ct �t►nf W10-18 sheet 6 of 1 l im_ TYPICAL ANCHORS MSTRUCTURE QUAL LEG FRAME TYPICAL ANCHORS _ -------------- of FOR ELEV SPACING 11= MIAMI-DADE COUNTY APPROVED I MULLION & MULLION ANCHORS I 0 �S SEE. SEPARATE NOA � 1 •\ �� i _ �a • a o r I I • \ • • •••• o TYPICAL ANCHORS TYPICAL ANOi SORBS SEE ELEV. • •. SEE SPEY. FOR SPACIRI� SQ 1 2 FOR SPACING • • • • • • {�r�1 TYPICAL ANCHORS I o_ d a 44 o o� d 0 4 TYPICAL ANCHORS d I SEE ELEV. a FOR SPACING EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/8° MIN. to w� M 9 2-3/8" MIN. Q U) Lc N o ♦` to�� ---- `a 1d 0 p�i'j 0� WHEN USED THE MIN. WOOD BUCK Z_ 2� DEPTH SHALL BE 2W. THE USE OF MIAMI-DADE COUNTY Ste` a DEEPER OR BEVELED WOODBUCKS IS APPROVED MULLION a PERMITTED. & MULLION ANCHORS C9 p_ SEE SEPARATE NOA U .- � BUCK WIDTH BUCK WIDTH _.-,•�-,•-„tet.=. .�._„ � � �,. _.._.._..-- - -. �. _.. .. I c m ° c CAS. m O a m • £E� X11 ?RSPACING L G 0 Engr:•4AVAD MM.. L 14 iv FIA PE 0 704926�i PRODUC r REVISED r 1 • its COMPIYIug with the Florids 1 9 futrJing Cade i�CcVtauce No 1- t 0N.0 lcx a' drawing no. JAN 012 1N10--18 con sheet 7 of 11 3 MIGAL ANCHORS 'ILLUSTRA;;VI_ DTLS. ONLY SEE ELEV. EXr. OR W. FINISHES FOR SPACING NOT BY CGI E1 N a HOUSE WRAP TYPICAL ANCHORS: SEE ELEv. FOR SPACING NOT BY CGI SMS (GRADE 2 CRS) 1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD HOUSE M NOT BY FOR SPACING fOOD STRUCTURE 1/4° MAX. OT BY CG! GAP 1/2" MIN. E2 HOUSE WRAP NOT BY CGI SCREENS OPT.I BUCK WI EXTERIOR FIN FRAME m7 :. $' z .0 *led :104 0000 •Q•• s • ppy� 0000 Vi�•� 8 • e .... •. x.'14 g ... • • • • • • _ 1 • lee •Irw ED w — OE 1/4' MAX. GAP o 1/20 MIN.3t CA Pj o A o_� U � BACKBED CAULKWG Ij II I IL p F r- 3=0 Ig EMU o � z E ..- Akldwvfib'M1 pU ptttiAUC C 1tCViSCD AX ' P9 *#' 70882 complying with the Florida CAN, adding Code 1 A ptaneeNo 1^i0 0�( 21: isLi drawing no. W10--18 JAN 13 2012 [sheet s of 11 ITEM PART QUANTITY DESCRIPTION MATEIM. MANK/SUPPLIER/itEMARKS : E1 CGI -100 -- FRAME JAMB 0 FD(ED GLASS 6063—T6 CGI EXTRUDER E2 A G1-113 — : FRAME SILL 6083-T8 CGI EXTRUDER E3 CGI -102 -- FRAME HEAD 6063 -TG CGI EXTRUDER E4 CGI -103 -- MEOW RAIL. 608376 CGI EXTRUDER ES CGI -104 -- LOCK RAIL. 6063-T6 CGI EXTRUDER E8 CGt-105 -- HANDLE RAIL 6063-T6 CGI EXTRUDER E7 CGI -106 — SASH RAD 6083—T8 CGI EXTRUDER E8 CGI -107 -- 5/16" GLAZING BEAD 6063-75 CGI EXTRUDER E9 CGI -108 — O.7Q0" GLAZING BEAD 6063—T5 CGI EXTRUDER E10 CGI -909 -- FRONT FLANGE ADAPTOR 6063--T6 COI EXTRUDER E11 CGI -110 - NAIL FIN ADAPTOR 6063—T8 CGI EXTRUDER E12 CGI -135 — TF FRAME JAMB 0 FIXED GLASS 6063—T8 CGI EXTRUDER E13 CGI -136 — TF FRAME HEAD 6063-T6 CGI EXTRUDER E14 CGI -139 — TF FRAME JAMB 606346 CGI EXTRUDER E15 CGI -140 -- 1" MUNTIN 6063—T5 CGI EXTRUDER E16 CGI -141 - 2.5" MULLION 6063-T8 CGI EXTRUDER E17 COI -605 - SCREEN FRAME 6063 -TS CGI EXTRUDER E18 CGI -114 - SILL SNAP IN 8063-T8 CGI EXTRUDER E19 cot- 115 - SILL FILLER 6063-T6 CGI EXTRUDER E20 CGI -116 - FRAME JAMB 6063-T8 CGI EXTRUDER E21 CGI -117 - HD LOCK RAIL 6083 T8 CGI EXTRUDER E22 CGI -138 TF FRAME SILL 6083-T6 CGI EXTRUDER E23 CGI -109 - FROM FLANGE ADAPTOR 6063-T6 CGI EXTRUDER M1 CGI. --382V - GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - M2 CGI -111 - SCREW COVER (OPTIONAL) PVC - M3 CGI -112 3" 0 ANCHORS EQUAL LEG COVER/SHIM PVC - M4 - 0.700" X 0.040" BEAD GE1200 SILICONE SILICONE GE M5 - 0.700" X 0.040" BEAD DOW 995 SILICONE DOW M6 - 0.700" X 0.040" BEAD DOW 899 SILICONE DOW M7 - 2/ LITE SETTING BLOCK EPDM - MS - - PROTECTO WRAP WATERPROOFING OR EQUIV. -- - M9 684 ROLLER TRACK I'VC - M1O CGI -128 2 PER SASH ROLLER HOUSING NYLON - M11 W23201 NG - PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. M12 CGI -129 1 PER SASH EGRESS LOCK ALUM. SULLIVAN M13 CG1-131 2 PER SASH HANDLE RAIL END CAP NYLON MAW M14 391-N 1 PER SASH ANTILIFT BLOCK NYLON M&M M15 - OPTIONAL RETICULATED FOAM 30 PPI - - M16 CGI -134 - JAMB SPACER PVC PROTOTYPE OR EQUIV. M17 A30730401-32 1 PER WD. CAM LOCK ZINC TRUTH OR EQUIV. MIS CGI -132, 2PER WD. 20 SASH STOP PVC PROTOTYPE M99 CGI -111 0 M HEAD SCREW COVER PVC PROTOTYPE M20 CGI -925 2PER SASH SASH CAM (S/T BALANCE NYLON M&M M22 - VARIER HI-FLO WEEP COVERS PVC AMESBURY OR EQUIV S2 - 2 OR 3 PER CORNER # 10 X 1 1 /4" LG. PHL PH. SMS. ST/ST. ASSEMBLY : SCREW - - S3 - 1 1/4" EMBED., 8 X 1 1/2" I.G. PHL PH. SMS. h7h ANCHOR SCREW S4 - 4 PER WD. 8 X 1/20PH. SMS. SI/ST BALANCE BRACKET SCREW S5 2PER WD. # 8 X 1- LG. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY S6 - _ - 8 X 1/2- LO. FH. SMS. 0 CGI -133 & CAM LACK - - - SS - 4 OM. RAIL 10 X 4- I.G. PHL PH. SMS. ST/ST. ASSEMBLY MEETING RAIL - S9 - 2 PER ANTILIFT 10 X 5/8" LG. PHL PH. SMS. ST/ST. ANTIIIFT SCREW - - Engr. JA AAD AHMAD CIVU. FLA. ,'�38 92. A, .y. z 0 PRODUC P REVISED N � piying with the mond& ASceptaanceNvl 1- t o31 far y drawing no. xGtt► dgt W10-18. (Sheet g of � 1 2.440 I F1.013 2.440 2.113 065 .490 ,705 .060 TYP. .120 .705 .050 TYP.' V 40 M Q 2101 1.301 2.848 •T 1.601ai01 A 1.220 1.007 1.650 1.680 .864 .864 0 Q 1 - 2. 8 .050 L:1.395-1---L O 5/16' GLAZING BEAD .700" GLAZING BEAD a+ O 0 .ae5 d 1.155 1.155. E11 NAIL FIN ADAPTER 1.395 1.449 a W 04 ig 1.015 Eta FLANGE FRAME HEAD 1.015 E3 FLUSH FRAME HEAD E4 1.388 .745 MEETING RAIL 1.498 '.1803 Q Q 1.015 1.016 1.788 0651.413 0 b N -1.140-1.140 �- .065 rn'• 2.264 1.255 M3 FLUSH FRAME COVER O SCREW cov�R u3 .. a 6 1 � 1.015 1.220 Lt 080 TMP .0853.930 4.430 TYP. 22.885 .065 3'TYP. 1� 1. 043 � 3.685 2.885 OO LOCK RAIL Ete SILL FILLER at tn a O w 1.788 E- 1.450 ,180 • • • • jEc W 2.440 2440 550 .050 " ' O 2.310 FLANGE FRAME SILL FLUSH FRAME SILL 1.015 065 a 1.043 E21 E23 FLANGE ADAPTOR • • • • 00.000. 0..0 • •••••• • • 0 _ U M 2737 2.737 065 •IYP. 065 TYp.. ALT. LOCK RAIL 1.892 065 2.505 2.613 2.505 2.613 • • i • C i TYP. OR 41 1.000 .991 .500 .991 2.189 3237 2.737 1.015v2 $ E74 FLANGE FRAME JAMB (MOVING) E20 FLUSH FRAME JAMB (MOVING) 1.043 •�• C o c b r r r 811 .611 E8 HANDLE RAIL N o a o m 1.025 2.505 .065 lYP. 25x5 .065 �I �� TYP. Fngr., JA AO AHMAO E �- F4q., PE 1�` X0692Cbdv PROIIUC P RRVISF.II =PI9fl8'VJth the Nodda c3 .t `CAN. 38 S, 1.015 1.015 1.396 .745 1 ptotC8 &� 1`IL u` .065 drawing no. 1.000 .500 I .. 1.745 1.2-05 1.015 h- t7 z�l�C _ Co'W1 woo -"is E12 FLANGE FRAME JAMB (FIXED) 8 FLUSH FRAME JAMB (FIXED) O SASH RAIL sheet 10 of JDJ . 1 • dotes d'.1 -29-1d CD 0 1/2': = 1. • • Q •• 0 O d•, bY: . 1 m • dotes d'.1 -29-1d CD 0 1/2': = 1. • • Q •• 0 ! d•, bY: •• 3 t— 00 p chk. by � 4 O !z ® its m • dotes d'.1 -29-1d CD 0 1/2': = 1. • • Q •• 0 ! d•, bY: •• 3 t— 00 p chk. by (revisions: no -date -P)L aescription • A 08.04.10 NO CHANGE THIS • B 10.10.11 NO CHANGE THIS • ... WE 12D MEL &W= MiG WDW. (S.MdJ.XUL) AL-FAROOQ CORPORATION -a • • . ENGINEERS & PRODUCT DEVELOPMENT J e�f: *NDb�IS •& DOORS 123s S.W. 87 AVE •1'0106 N.W. •25T�i STREET MIANI, FLORIDA 33174 MIAMI, FL 33172 TEL (305) 2e4-0=0 FAX MM262-6978 �` JE . 93gN.59,3-6540 FAX (305) 593--092 c0up-ANL\Wl0-03CG1 • • • • • • • • • • • •• •• • • • •• •• I= 282 13/16' SERIES 150 SENTINEL ALUMINUM SLIDING GLASS DOOR APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, 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 WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL. MEET THE REQUIREMENTS OF THE FLORIDA SLOG. CODE SECTION 2003.8.4. .TYPICAL ELEVATION REFER TO PAGES 9, 9A, 11 & 11A FOR WEEP SIZE. PRODUCT Rrvisei) i's complyfils wilh the Florida -Buildhig Cade � INSTRUCTIONS Aecr��tdatcgl�ro BY�e�TS(ei1.� 1Qtt�i USE CHARTS AS FOLLOWS. STEP I DETERMINE DESIGN WIND LOAD REQUIREMENT BASElCOntr ON WIND VELOCITY, BLDG. HEIGHT, MND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 7 FOR THE GLASS TYPE AND REINFORCING TO USE. STEP 3 USING CHARTS ON SHEEP 8 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP T ABOVE. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. yaV 99 m ii cy a Sol 04 a' to OW a • o •"•R • ° 0' • z3�� • • ? Q •_• a • • "0 v- U�g • • • (2) WEEP CLUSTIR (1) %W CLUSTER o �§ g c oa 0 a D.L. OPENING 20 D.L.O HEIGHT DOOR HEIGHT — 9 11/16" D.L.O. WIDTH PANEL WIDTH - 6° x z z oaa •o�m LAMINATEDGLASS AND. a s - LAMINATEDINSULATING INSULATING GI A.SS ' LARGE/SMALL MISSILE IMPACT Engr..1AVAt194MAD CmL o 6 FlA FE 70552 22 204 Li IU -6 N-5 drawing no. W10--31 sheet 1 of 16 FALSE MUNTIN OPTIONAL (1) MEP C NITER 0 190 9/16' I FRMS WIDTH ADMPARR OF AN04ORS 17 r�:# (2) M? CLUSTER (2) w CLUSTER TYPICAL ELEVATION (TESTED UNIT REFER TO PAGES 9, 9A, 11 & 11A FOR WEEP SIZE. (2) SEEP QUBTER PRODUCT REVISED as conVIying «dlh the Florida Bul1dln8 Code AcceptfsmeNo-i:6 -- - O Ex Pl inn ua0 Mimig j3ade Product Control 8" (1) mm CLUSTER D.L. OPENING D.1..0 HEIGHT DOOR HEIGHT — 9 11/16" D.L.O. WIDTH a PANEL WIDTH - 6" Engr. JAVAD AHMAD CML FIA. PE 70592 CAN, 3538 2 2014 -e4i ' a 81M 4 a • • •rte � pN •••• •yam tttt 2is1@12121.1 C drawing no. W1 0--31 sheet 2 of 16 REINFORCING AT INTERLOCKS ifl, OPTIONAL w SEE SHEET 7 FOR CAPACITY m r 6 r r 42 1/8"l ' 42 1/8" (2) M? CLUSTER (2) w CLUSTER TYPICAL ELEVATION (TESTED UNIT REFER TO PAGES 9, 9A, 11 & 11A FOR WEEP SIZE. (2) SEEP QUBTER PRODUCT REVISED as conVIying «dlh the Florida Bul1dln8 Code AcceptfsmeNo-i:6 -- - O Ex Pl inn ua0 Mimig j3ade Product Control 8" (1) mm CLUSTER D.L. OPENING D.1..0 HEIGHT DOOR HEIGHT — 9 11/16" D.L.O. WIDTH a PANEL WIDTH - 6" Engr. JAVAD AHMAD CML FIA. PE 70592 CAN, 3538 2 2014 -e4i ' a 81M 4 a • • •rte � pN •••• •yam tttt 2is1@12121.1 C drawing no. W1 0--31 sheet 2 of 16 XXX (SHOWN) EXTERIOR ,, •Y/ OXX XXO O XXX (REVERSE) FRAME WIDTH XXXXXX (SHOWN) EXTERIOR PANEL WIDTH O0 t5 OXXXXO FRAME WIDTH PANEL WIDTH : . N ...... • I XXXXXX (SHOWN): • • • • - - OXXXXO EXTERIOR • APPROVED CONFIGURATIONS NON --POCKETS DOORS (NON—REINFORCED SHOWN) THREE (3) TRACKS PRomwf I; mfi; w w Complying vtilh dw PIff III Aecei3Mwim N0 Ewlreftnv ffltu ` By Miami Ekxio product Contro Er gn JANAD AHMM CML FLA. PE V0582 CAN. 38 AN;-�41 x22 drawing no. W10-31 j •r _ � all I XXXXXX (SHOWN): • • • • - - OXXXXO EXTERIOR • APPROVED CONFIGURATIONS NON --POCKETS DOORS (NON—REINFORCED SHOWN) THREE (3) TRACKS PRomwf I; mfi; w w Complying vtilh dw PIff III Aecei3Mwim N0 Ewlreftnv ffltu ` By Miami Ekxio product Contro Er gn JANAD AHMM CML FLA. PE V0582 CAN. 38 AN;-�41 x22 drawing no. W10-31 PXXX(SHOWN) XXXP J H I 1 � M 1 t _j L_ . PXXXXXXP (SHOWN) I 1 L PXXXXXX(SHOWN) PXXXXXO XXXXXXP OXXXXXP Pc Nt APPROVED CONFIGURATIONS POCKETED DOQRS (NON—REINFORCEO SHOWN) THREE ( 3) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. ,ET CAVITY NOT BY CGl PART OF THIS NOA CA 1 CIC{ V R DOOR FRAME WIDTH CAI UI'[IUM PANEL r • o Engr. JAYAO k*Ao CIVyttL FM CJLNN. X538 92 a PRODUCTREIVISBU as complying %vith the Florida Li [Ij oS Bulldhig Code -31 lixpirAcccui�tionlhuo ° drawing no. > �-�-.� y sheet 4 of 16 m6n,i Merle 1 roduct Contin J H K I 1 L PXXXXXX(SHOWN) PXXXXXO XXXXXXP OXXXXXP Pc Nt APPROVED CONFIGURATIONS POCKETED DOQRS (NON—REINFORCEO SHOWN) THREE ( 3) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. ,ET CAVITY NOT BY CGl PART OF THIS NOA CA 1 CIC{ V R DOOR FRAME WIDTH CAI UI'[IUM PANEL r • o Engr. JAYAO k*Ao CIVyttL FM CJLNN. X538 92 a PRODUCTREIVISBU as complying %vith the Florida Li [Ij oS Bulldhig Code -31 lixpirAcccui�tionlhuo ° drawing no. > �-�-.� y sheet 4 of 16 m6n,i Merle 1 roduct Contin , xo (SHOWN) ox xx Oxo (SHOWN) OXO (REVERSE) oxxo XXxx(SIMIAR) [APPROVED !CONFIGURATIONS NON -POCKETED DOORS INFORM SHOWN) TWO (2) TRACES I-/\ 1 1..1' %I W 1\ PRonucr)zavlsj3a m con plyftt3 with the PLOT eta Bttlldlag Cedo � --% AecQp�c9 ho Mlt►lo Prcrdust Uro u 0- a O a. 4 0 v •••• • Z 2E•j tl� • 0 0 Engr. JAYWW RMA FLA Ccim AU838592 p� t drawing no. a� X14 W1 0--31 sheet 5 of 9 6 Px (SHOWN) XP PXXP ___ _---- Pxx (SHOyM) 1 � 1�a I �lcj; - ----I I 1 M i o- i.i i Ci l PXXP ___ _---- Pxx (SHOyM) @1 - ----I I xxP o- Jt i Ci l M IA 1 1 i � O H VI 1 i aD ai 1 1 M EXTERIOR PXXXX (SHOWN) PXXXO APPROVED 1 XXXXP POCKETED DOORS (NON-REINFORCEO SHOWN) OxxxP 1 PXXP ___ _---- @1 - ----I I o- Jt i Ci l M IA 1 1 t PXXXXP POCKU CAMITY MOT BY CGI NOT PART OF THIS NDA 4 L.T%l VTC I 1 1 �t 1 POCKETS ARE NOT PART OF THIS APPROVAL ANO TO BE RMEM BY AHJ. cn l r`rckvn P la EXTERIOR PXXXX (SHOWN) PXXXO APPROVED CONFIGURATIONS XXXXP POCKETED DOORS (NON-REINFORCEO SHOWN) OxxxP TWO (2) TRACKS Engr. JAVAD AIiM CNIL FM PE � 70592 G.A.N. 538 f,, • rod JAN 2 Z X011 drawing no. W10-31 sheet 6 of 16 FRAME WIDTH �@7H XXXX (SHowN) I. I 1 11 11 11 1 � I OXXx xxxo XXXX (REMM XXXXXXXX (SHM) OXXXXXXO x XXXXXXXX (SHOVIN) LA OXXXXXX0 APPROVED CONFIGURATION NON -POCKETED DOORS (NON—WMORCEO SHOWN) FOUR (_4_) TRAAC{ 0 PRODUCT MVISBD 13 complylug with tho PlorWs Dulung Code 2Ll A08ccepttmco Na a Hxpn Dnt3 By h4iunii D.Ade Product Contra EXTERIOR o Engr: JAVAD"M cfa nX PE Q 70592 C.n.N. 35538 i3 drovring no. W10 sheet 6.1 of 16 �L XXXXXXXX (SHM) OXXXXXXO x XXXXXXXX (SHOVIN) LA OXXXXXX0 APPROVED CONFIGURATION NON -POCKETED DOORS (NON—WMORCEO SHOWN) FOUR (_4_) TRAAC{ 0 PRODUCT MVISBD 13 complylug with tho PlorWs Dulung Code 2Ll A08ccepttmco Na a Hxpn Dnt3 By h4iunii D.Ade Product Contra EXTERIOR o Engr: JAVAD"M cfa nX PE Q 70592 C.n.N. 35538 i3 drovring no. W10 sheet 6.1 of 16 L -- PXXX)PHOWN) XXXXP r—_ ! 1 1 I I �� Lj L ... _ PXXXXXXXXP (SHOWN) r-- 1 � tLl 11 I I a. Liu L _ . POCKET CAVITY NOT BY Cts NOT PART OF THIS NOA WIDTH PXXXXXXXX (SHOWN) PXXXXXXXO XXXXXXXXP OXXXXXXXP APPROVED cowtGURATIONS ROCKETED {?ftf. (t REiNFORt:E(3 SHOWN) FOUR (4) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. PRODUCT RI VISED m comoying with the Florida Building Code Accept =Ido � " Pritaut D oFca uctCadvol WIDTH QM EXTERIOR Erigr: JMAO A FWG— I CML IctA. PE C AX 3858 92 1 m Z $I V h 04 t 1 O O Cal• 0000 Q to •laM,+� ••i 31:• 0000 1< � 0 °a drovAng no. W10-31 sheet 6.2of 16 0000.. • 0000•• •••••• • • 0000• 0.000 •••••• 0000.. 0000.. 3/16" ANN. GLASS .075- 'Softex €P--Saflex and Soflex HP !Cam Class Interiayers With PET Core' �l��/�� by leastmon Chen low C i' J' /8�' AIR "IF t1lrL' ' .0906 'Sofiex Clear and Color Glass Inetrlayere' 1Sy, 'Eastman Chemkd Cm.' Or 3/18' TEMP. GLASS AE't�UCA}9LE l=sc EG3tE55 .'00" 'iit#t rani aerttryaGlas InlerJmyer' RE$UMEMENT9 TO BE by EJ: DuPont DsNermoure do Co. REVIEWED BY AHJ. 3/18" HEAT STRENV GLASS SlILIC GL: S 1200 DOW CORNING 899 w DOW CORNING 9+95 INTEREACKS INTERLOCKS W/o REINP. WM REINF. 0 AT ii/4 POINT'S OIN BLOCKS 11TES o 1 WIDER THAN 36- ' EPOM DUROMETER 85±5 GLASS TYPE 7/16' OVERALL LAM. GLASS 3/16' HEAT STREN'D GLASS -3/16- ANN. (LASS GLASS CAPACITY CHART .075" %oftex CP -hex and Softax HP Composites am ktt$erl rers M PET Cora' by 'Llostman CI'tSrr*W Co.' or AW 'Saflex fir€ MW color Class Inabloyere' b `Eastitman Cherrd+ca4 Co.' tr fl9L1' 'DuPont Sentryr 00 tom'. by E.L DuPont DeNem ears & Co. 3/16' HLAT Sift WD GLASS SILICON `GE SCS 12M rJ DOW COFMM 8" CORNING 9 SETTING BLOCIGS AT 1/4 POINTS ALL SIZES 1 EM DUROMETER 8535 GLASS TYPE 'At AIR SPACE CONSISTING OW• 1. OVERALL INSUL. LAM. GLASS SPS .0045" THK. ST. STEEL SPACER AROUND THE PERIMETER OF THE GLASS. 3/1e HEAT STREWO GLASS .076° 'Soflax CP-Saflex and Saffex HP DEMON WAD CAPACITY - PSY (OLAS9) fm em MOO om MW W= CLAW °A' & 'Al' t1LAS8 TYPES 'A° & *at, INTERIACKS RNTERIAIm 9/0MNF. v=R9w. 24-1/8 30-1/8 38-1/a 42-1/3 48-1/8 54 -SA so 60A 60A 00.0 WIA 60.0 604 a" $0.0 60.q $0.0 8oA me fte 60.0 a0.o "A s0:0 60A mo amo 604 60A 80:0 80A 24-1/8 30-1/8 3e -1/a 42-i/a 48--1/8 e4-1/8 84 6" 611A "a 80.0 60.0 60.0 80.0 80.0 60.0 CoA $0.0 80.0 Cao 60.0 a" 80A 60A 60.0 00.0 solo WA 600 80.0 e0.o 24-1/8 30-1/8 38-1/8 42-1/8 48-1/8 s0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60A 80.0 80.0 80.0 60.0 80.0 80.0 60.0 60.0 1 80.0 80.0 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 s8 1 60.0 604 604 80.0 60.0 604 80.0 80.0 60.0 60A 80A 80A 60.0 60.0 80A e0.0 60.0 60.0 80.0 80.0 3/16" ANN. GLASS .075- 'Softex €P--Saflex and Soflex HP !Cam Class Interiayers With PET Core' �l��/�� by leastmon Chen low C i' J' /8�' AIR "IF t1lrL' ' .0906 'Sofiex Clear and Color Glass Inetrlayere' 1Sy, 'Eastman Chemkd Cm.' Or 3/18' TEMP. GLASS AE't�UCA}9LE l=sc EG3tE55 .'00" 'iit#t rani aerttryaGlas InlerJmyer' RE$UMEMENT9 TO BE by EJ: DuPont DsNermoure do Co. REVIEWED BY AHJ. 3/18" HEAT STRENV GLASS SlILIC GL: S 1200 DOW CORNING 899 w DOW CORNING 9+95 INTEREACKS INTERLOCKS W/o REINP. WM REINF. 0 AT ii/4 POINT'S OIN BLOCKS 11TES o 1 WIDER THAN 36- ' EPOM DUROMETER 85±5 GLASS TYPE 7/16' OVERALL LAM. GLASS 3/16' HEAT STREN'D GLASS -3/16- ANN. (LASS GLASS CAPACITY CHART .075" %oftex CP -hex and Softax HP Composites am ktt$erl rers M PET Cora' by 'Llostman CI'tSrr*W Co.' or AW 'Saflex fir€ MW color Class Inabloyere' b `Eastitman Cherrd+ca4 Co.' tr fl9L1' 'DuPont Sentryr 00 tom'. by E.L DuPont DeNem ears & Co. 3/16' HLAT Sift WD GLASS SILICON `GE SCS 12M rJ DOW COFMM 8" CORNING 9 SETTING BLOCIGS AT 1/4 POINTS ALL SIZES 1 EM DUROMETER 8535 GLASS TYPE 'At AIR SPACE CONSISTING OW• 1. OVERALL INSUL. LAM. GLASS SPS .0045" THK. ST. STEEL SPACER AROUND THE PERIMETER OF THE GLASS. 3/1e HEAT STREWO GLASS .076° 'Soflax CP-Saflex and Saffex HP .075" 'Saftex CP-Saftax and Saftex HP "•.' Composites Glass Intedayers VM PET Core Composites Glass ltttedayers Nlith PET Core' by 'Eastman Chemical Co.' by 'Eastman Chemical Co. + • (o 3/8- AIR SPACE • • .090' 'Soflex Clear and Color Glass Inetrlayers .090- 'Saflex pear and Color Gkrss Inetdayers s 6 • by 'Eastman Cheracol Co.' by 'Eastman Chemical Co.' � • • • Or 3/16- TEMP. GLASS or • • • • 090' `DuPont SentryGlas Interlayer .09G' 'DuPont SentryGlas Interlayer' • by E f. DuPont QeNemours & Co. by E.1. DuPont tleAlemotus & Co. .••• 3/16" HEAT STREN D GLASS 3/16- HEAT STREI4'D GLASS • SILICONE GE SCS 1200 SILICONE GE SCS 1200 • • • LI Y CORNING 899 DOW CORNING 899 DOW CORNING 995 � DOW CORNING 995 SETTING BLOCKS AT 1/4 POINTS ON LITES WIDER THAN 36' DUROMETER 85*5 13 GLASS TYPE 1111 7/16- OVERALL LAM. GLASS SETTING BLOCKS AT 1/4 POINTS ALL SIZES O 1 EPDlA. DUROMETER 85t5 w � 1 MOTE: G - CAPACITIES ON THIS SHEET ARE BASIS ON ASTM E13011-09 (3 SEC. 'GUSTS) ANIS FLORIDA BU tDING COMMISSION GLASS TYPE 'H1' DECLAMATORY STATEMENT DCA05-OEC-219 V OVERALL. INSUL. LAM. CLASS Engr CML _GLAZING OPTIONS PRWlJCTtTBVL9W s3 complyf as 4dih tho Ftrrrlaia . Baildiry, 0etts FOR STD. SILL WITHOUT RESER LIMIT EXT. (+) LOADS TO 60.0 PSF FOR SILL WITH RISER MAX. EXT. (+) LOADS ARE 80 PSF ACceplvnea 140 Es�pErr�t t,�.D�tef . . ;.� tiac 6radtio �-'la2Ltutti Contra! ,WV o N �ttL .4 vat z�12� r •u� •e•• 6 o ° r A 11 ML drawing no. W10-31 sheet 6666•• • • • ••6.6• •6000• 6•••• • • • •066•• •00.6• • • ml I R EDGE DIST. TYPICAL ANCHORS IN CLUSTERS AT WO. STILE INTERI= ENDS -N SEE, CKART FOROumms 9.1 u z ANCHOR TYPE A ANCHOR TYPE A ANCHOR TYPE 8 ANCHOR TYPE C INTO 28Y WOOD BUCKS THRU 1 B WOOD BUCKS DIRECTLY INTO 3 KSI CONCRETE INTO METAL STRUCTURES uj OR WOOD STRUCTURES INTO 3 KSI CONCRETE OR APPROVED MULLIONS WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS UllqT SUSTAIN LOADS tuanwn BY GLAZ04G SYSTEM AM TYPICAL -ANCHORS: SEE aw. FOR SPACING TRANSFER THEM TO THE BUILDING STRUCTURE. cn F;;)E AT HUD --I F; AT JAHB9-- 'A!- 1/4"ULTRACON BY !ELCO' (Fu -177 KSL "155 XSQ PE OK_ DIA LT9AC0N BY 'ELCO' (FU -177 XV. FY -155 XM) 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 54-1/8 THRU IBY BUCKS INTO CONCRETE INTO 2BY WOOD BUCKS OR WOW STRUCTURES 1-1/4" MIN. EMBED INTO CONCRETE 11-3/8" MIN. PENETRATION INTO WOOD 804 80.0 THRU 2BY BUCKS INTO CONCRETE THRU IBY BUCKS INTO CONC. OR MASONRY 1/2" MIN. EMBED INTO CONCRETE 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'B'- I X DIA, ULTUCON BY (Fu -11" X% fry-iW KM) TYPE W- I JX DIA. ULTRACON BY 9 EI.CO' (Fu -177 KSS. Fy=155 KSS) DIRECTLY INTO CONCRETE DIRECTLY INTO CONC. OR MASONRY 80.0 2" MIN. EMBED I 1-1/4- MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'- J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) TYPE 'C'- J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 60.0 - 80.0 INTO MIAMI-OADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) INTO MIAMI -DARE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) • INTO METAL STRUCTURES NM METAL STRUCTURES 8G.0 80.0 STEEL : 1/80 THK. MIN. (Fy = 36 KSI MIN.) STEEL : 118" THK. MIN. (Fy = 36 KSI MIN.) so 1 ALUMINUM : 1/8" THIP. MIN. (6063-T5 MIN.) I ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 80.0 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) (STEEL IN CONTACT WITH ALUMtNtJM)ITOCaWRW0 OR PAWED) 80.0 80.0 _mxomplylas math thovwda- rTYPE AT SRI 'EtC0 13tuldinS Code AffaM EDGE DISTANCES Accepterre No B*- LTRACOIJ BY (FU -177 KSI, FY -155 KSI) SAM, L DIRECTLY INTO CONCRETE 1-1/4" MIN. EMBED I R EDGE DIST. TYPICAL ANCHORS IN CLUSTERS AT WO. STILE INTERI= ENDS -N SEE, CKART FOROumms 9.1 u z ANCHOR TYPE A ANCHOR TYPE A ANCHOR TYPE 8 ANCHOR TYPE C INTO 28Y WOOD BUCKS THRU 1 B WOOD BUCKS DIRECTLY INTO 3 KSI CONCRETE INTO METAL STRUCTURES uj OR WOOD STRUCTURES INTO 3 KSI CONCRETE OR APPROVED MULLIONS WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS UllqT SUSTAIN LOADS tuanwn BY GLAZ04G SYSTEM AM TYPICAL -ANCHORS: SEE aw. FOR SPACING TRANSFER THEM TO THE BUILDING STRUCTURE. cn F;;)E AT HUD --I F; AT JAHB9-- 'A!- 1/4"ULTRACON BY !ELCO' (Fu -177 KSL "155 XSQ PE OK_ DIA LT9AC0N BY 'ELCO' (FU -177 XV. FY -155 XM) 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 54-1/8 THRU IBY BUCKS INTO CONCRETE INTO 2BY WOOD BUCKS OR WOW STRUCTURES 1-1/4" MIN. EMBED INTO CONCRETE 11-3/8" MIN. PENETRATION INTO WOOD 804 80.0 THRU 2BY BUCKS INTO CONCRETE THRU IBY BUCKS INTO CONC. OR MASONRY 1/2" MIN. EMBED INTO CONCRETE 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'B'- I X DIA, ULTUCON BY (Fu -11" X% fry-iW KM) TYPE W- I JX DIA. ULTRACON BY 9 EI.CO' (Fu -177 KSS. Fy=155 KSS) DIRECTLY INTO CONCRETE DIRECTLY INTO CONC. OR MASONRY 80.0 2" MIN. EMBED I 1-1/4- MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'- J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) TYPE 'C'- J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 60.0 - 80.0 INTO MIAMI-OADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) INTO MIAMI -DARE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) • INTO METAL STRUCTURES NM METAL STRUCTURES 8G.0 80.0 STEEL : 1/80 THK. MIN. (Fy = 36 KSI MIN.) STEEL : 118" THK. MIN. (Fy = 36 KSI MIN.) so 1 ALUMINUM : 1/8" THIP. MIN. (6063-T5 MIN.) I ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 80.0 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) (STEEL IN CONTACT WITH ALUMtNtJM)ITOCaWRW0 OR PAWED) 80.0 80.0 _mxomplylas math thovwda- rTYPE AT SRI 'EtC0 13tuldinS Code AffaM EDGE DISTANCES Accepterre No B*- LTRACOIJ BY (FU -177 KSI, FY -155 KSI) INTO CONCRETE OR MAWNRY = I" MIN. L DIRECTLY INTO CONCRETE 1-1/4" MIN. EMBED INTO WOOD STRUCTURE IIS - 3/4- - 11" MIN. MIN. TO METAL STRUC 0 Cord CONCRETE AT READ, SILL OR JAMBS ire 3 80.0 solo C-20 HOLLOW/FILLED BLOCK AT JAMBS em = 2000 PSI MR 80.0 t SILL RISERS 74.1 80.0 SEE SHEETS 9. 9A. 11 & I I A FOR DETAILS AND SHEET 7 FOR CAPACITY ANCHOR TYPE 8 ANCHOR TYPE 8 INSTALLATION CONDITIONS SHOWN APPLY TO DEMON LOAD CAPACITY - PSP (ANCHORS) cn PANEL WIDTH PCHM DOOR HEIGHT tNCHES ANCHORS TYPE A, ANCHORS TYPE In, & 'C' CLUSTER OF CLUSTER OF 4 8 4 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 54-1/8 so 80.0 a" 0 804 80.0 C3 80.0 $0.0 80.0 8G.0 • 80.0 80.0 0 mo - mo 24-1/8 3o-1/8 36-1/8 42-1/8 48-1/8 54-1/8 84 80.0 - 80.0 Soo 60.0 - 80.0 a 4141 60.0 - 80.0 --- 80.0 - 80.0 • 80. 80*0 r7o5*'09 8G.0 80.0 24-1/8 30-1/8 36-1/8 42-1/8 48-1/S so 1 aoo 80.0 • 80.0 80.0 80.0 80.0 $0.0 80.0 73.7 80.0 80.0 24-1/8 30-1/8 36-1/8 42-1/8 148-1/8 as 80.0 - 80.0 80.0 solo 80.0 t 74.1 80.0 67.5 80.0 80.0 DIRECTLY INTO 3 KSI COMM DIRECTLY INTO 3 KSI CONCRETE BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH INTERPOLATION BETWEEN WIDTHS AND HEIGMTS ACCEPTABLE Q: STD•. OR ALTERNATE FRAME HEAD AND SILL. 0 0 - THIS SIZE ONLY NOTE: USE CLUSTER OF 6 ANCHOR CAPACITIES LISTED ON THIS FOR ANCHOR TYPE 8 SHEET TO BE USED IN CONJUNCflONL.-.-,----',-.-. .... ........ .. ....... .. ...... Eagr AVAD AWARD ............. 4 A : ........ WITH GLASS CHARTS ON SHEET 7 ............ 2 LOWER APPLICABLE VALUESRA CONTROL. . PE 59 3 TRACK SYSTEM SHOWN ALSO APPLICABLE C.A.N. '35"3"8 TYPICAL. ANCHORS (n TYPICAL ANCHORS TO 2 AND 4 TRACK FRAMES. POURED AMARDENED IN CLUSTERS IN CLUSTERS NO-METALLIC/NGN-LSHRINKAGE AT UTG. STILE AT MTG. STILE PLEASE SEE FOLLOWING SHEETS FOR DETAILS. drawing no. HIGH STRENGTH GROUT & INTERLOCK ENDS INTERLOCK ENDS 5000 PSI MIN.- NOT BY C.G.I. SEE CHART SEE CHART -4A 2014. Wl 0-31 MUST TRANSFER SHEAR FOR QUANTITIES FOR QUANTITIES LOADS TO STRUCTURE sheet $ of 00*0:0 0 cn 0 C3 0 DIRECTLY INTO 3 KSI COMM DIRECTLY INTO 3 KSI CONCRETE BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH INTERPOLATION BETWEEN WIDTHS AND HEIGMTS ACCEPTABLE Q: STD•. OR ALTERNATE FRAME HEAD AND SILL. 0 0 - THIS SIZE ONLY NOTE: USE CLUSTER OF 6 ANCHOR CAPACITIES LISTED ON THIS FOR ANCHOR TYPE 8 SHEET TO BE USED IN CONJUNCflONL.-.-,----',-.-. .... ........ .. ....... .. ...... Eagr AVAD AWARD ............. 4 A : ........ WITH GLASS CHARTS ON SHEET 7 ............ 2 LOWER APPLICABLE VALUESRA CONTROL. . PE 59 3 TRACK SYSTEM SHOWN ALSO APPLICABLE C.A.N. '35"3"8 TYPICAL. ANCHORS (n TYPICAL ANCHORS TO 2 AND 4 TRACK FRAMES. POURED AMARDENED IN CLUSTERS IN CLUSTERS NO-METALLIC/NGN-LSHRINKAGE AT UTG. STILE AT MTG. STILE PLEASE SEE FOLLOWING SHEETS FOR DETAILS. drawing no. HIGH STRENGTH GROUT & INTERLOCK ENDS INTERLOCK ENDS 5000 PSI MIN.- NOT BY C.G.I. SEE CHART SEE CHART -4A 2014. Wl 0-31 MUST TRANSFER SHEAR FOR QUANTITIES FOR QUANTITIES LOADS TO STRUCTURE sheet $ of 00*0:0 0 e WEEP SIZE 1/4- X 1/8° n REFER TO SHEET 8 FOR VARIOUS � 0 a INSTAUATIGN CONI MONS. ! ORMONAL SLANT SILL ADAPTORS REVISED - awith dwFi0rida SILL RISER READ. FOR LOADS ABOVE x-60 PSF En9r, JAMAD AHMAU CML RA RA PE 70592 C,A.M. -3338 - .. , KSI CONC. m i 22 2014 THREE TRACK DOOR DETAILS DECORATIVE 4SILL COvM .. • OPTK?N .age cv 0 ...C,Z L b SILL RESER READ. FOR LOADS w - ABOVE +60 PSF � - -t; �' i - - _ et vult,v ' lui N � re w drowing no. W10-31 sheet 9 of 16 SIE SHEET g FOR ANCHORS 17 1 s�4• . 4 ♦.. da • 1 1 .•, 1 • a a a © tt+ WEEP SIZE 3/4" X 3/16" E13.REFER TO -SHEET 8 FOR VARIOUS T QWINSTALLATIONCON t 1 1 Al ODI I - m a) ® OPTIONAL SLANT SILL ADAPTORS IMI tl l dtill: ti I t II I 1Rl cccrrr��i N II i II tI II II'I � •� I 111 11' I` ; Ii l 11 I rq I I'I f 0 II l I II t I 0 - II 1 J I DEC MTK© • [ : t SILL COVER L - 4 • O • Ill iiQ I . Ill - — — t f (\ •••• j� • a- � III t' I I I b • • • • a• .�`'.�• t{^t�� 1 tt !II 't II I' � 0000• � �•O v [ i I I 1� • pptt��• 1 _ +••� 1 It;III 7 t � 0000• V r•� �IIj I Ilr I � • • • II Ii PROI UCT RRVISED r I I t as cot plyInS with dw Flodds : . • II tI I I Build 4g rctcl� • • • • C >a�t�.� I, II II a tl `1 SILL RISER 8 t I # I -•.. - e ,, Y� €8.1 REOD. FOR LOADS I I t lS, 8173 1d IlaL�il w -� ABOVE +60 PSF 03- I'' II 1 - tl I t _ Irk � r SILL RISER ' w � i `� Y3 €8 REOD. FOR LOADS t ® ABOVE +60 PSF lu +° E7 A 1 n .► Et 1. a J Lq mu ADMM 1- .. F' 1 1 1 AVCA hHi acO . Engt: J •. ° ° FLA, PE f 7.0592 M a .�• a' _ .w "• a. .•a.'de •' .i = • a•••' a.. Y .. �b • ••a f a. Y • a.'. •.3 KS1 CONC. a .Y •• a• a ~4 KS1 CONC. 47 3 a `: .r't O 1 a t ED .(119 E[H3E D}9F' . % � GE T. . .. 1• EOE'. DIST' MtN.. ' • • • • �+ �>�r� SEE SHEET 8 FOR ANCHORS drariing no. e ' &Q 4 :. W10 31 ALTERNATE THREE 3 TRACK DOOR DETAILS Ifsheet 9A of 163 0000•• • • • .0000. 0000• 0000• 0000•• s • • 0000•• • s 0000•• TYP€ L ANCHORS SEEFOR ELEV ACING 1/2" MAX. LOW BEARING Sm H-,- 1. TYPICAL FOF 1 X6 OR LARGER WOOD BUCKS 1K1 EXTERIOR WOOD STRUCTURE EXTERIOR _1/2' WX. LOAD BEARI SHIM O #10 X 1-1/4° SS PH SMS 1@Q 0000 ' •' �•y�•o 60 �'d• - 60 1 PER CUP l,�v 1/4e 0000 _.�• MJ'�I�. e �M2.1 GOOD ••0 ��•� #8 X 3/4 SS FH SMS L©AD BEARING • • • . • I PER CUP M2: SHM• • _ TYPICAL ANCHORS ; e • TYPICAL ANCHORS E SEE ELEV. • • FOR SPACING • 00 ' • S- ELEV. NQ cs� �,z Qz 4a • • U METAL --_ STRUCTURE -- — _ •� ir'►• • • D • . C'S' _ W` 4 O tat- t� C9 yr �! EXTERIOR :- n. ' - � Enc9r. JAS'AQ AHtrW£1 o CIVIL RAA. PE f 30592 up PR DUCT REIVISED ; C.A.N. 3&38 as &mplyJn3 with the PkWa Building Code?HIJuJ Accel1lnnes T1D e i. droving no. Wl 0-31 >a.tpi,►Iolm `� By Waml DOOR THREE (3� TRACK DETAILS sheet 10 of 16 0000•• • • • •••••• .0000 0000• 00000• • • •••••- SEE SHEEt 8 FOR ANCHORS SEE ,SHEET B FOR ANCHORS EDGE 41iSJ. 1 3�4" EDGEOW. b I ,e rzcr FntUr_ ae ice rAnntr. INC. — — iT Z7 FOR LOADS +60 PSF Z WEEP SIZE 1/4' x 1/8" ti REFER TO SHEET 8 FOR VARIOUS INSTALLATION CONDITIONS] o • • r • • e OPTIONAL SLANT SILL ADAPTORS DECORATIVE D4 SILL COVER OPTIONAL 41 d 9R SIU. ONAt E8.1 RISER FOR LOADS OVE +60 PSF 1� u al. a p q J PRODIXT RIMSEI) Eac}r. dAMO AMD as complying with the morlda �,4 PEI 7oi92 a Building Ccde CAN. 3538 Acceplanc9leo • • " %.i�},I�fii{E?Ul'�At© res 3 KSI CONC. By�,. cL� ,a ,� IY,ld�l %!€,r3v 1 �iFM11 -SEE SHEET 8 FOR ANCHORS TWO (2) TRACK DOOR DETAILS JW Z o i j drawing no. W10-31 street 11 of 16 INC. M FOR ANCHORS FOR LOQ +60 FK. WEEP WE 3/4" X 3/18" REFER TO SHEET 8 FOR VAMOUS INSTALLATION CDNDITIONS. OPTIONAL SLANT SILL ADAPTORS OECORATNE SILL COVER OPTIONAL SILL RISER OPTIONAL. FOR LOADS ,ABOVE +60 PSF • ° PRODUCTRIMSED Wor %lAYAU AMM I. sq plyln NJ1th lba I.1011da rtA4 PE.t a 70552 • ° DuclUing Colo CAM. KSI CONC. SEE SHEET 8 FOR ANCHORS Ptttdu14Contcol J �p ALTERNATE TWO (2) TRACK DOOR DETAILS g; �� vIUUJUJ drovring no. Wl 0_31 sheetl lAof 10 TYPICAL ANCHORS TYPICAL FQF SEE NOTE SHEET 1 1/2' MAX. SEE NOTE SHEEF 1 M �. 114" MAX. 1/2" MAX LOAD BEARING TYPICAL ANCHORS SHIM 'FOR ELEV. t FOR SPACING 4 .. e • • D 4� .. _ �•. l.Q'�7' a: MERIOROOOR w1DTH ` ' 6w—. JAVAD• "W C%VL PRODUCT RUVISED FlA. PE # 70592 as complying nith dia nlarlda C.A.N. 3533 Butwilacade Acceptiutce lqo .08 f Exriirr�iOu i.'�tte �� . / ' • _ ,• A i 22 2 €�1 TWO 2 TRACK DOOR DETAILS w l Lc luu: � drowing no. W10-31 sheet t 2 of 16 jai '.�Q. �� • •-a• e� •. " e c REFER f0 SHEET 8 FOR VARKAIS V tNSmI.f.AT m OONDmoNs. Z o ll WEEP SIZE 1/4" x 1/8• p °, O �aa D'ROD MVISM es mmlfts, tvi!}� tim FI©tislu IDufddiaa a�, AccVwi No ' 3� Afr=0 tvi aml D144 s c ct Coratso �; OPTIOI �,I pO SLANT SILL. ADAPTORS I. �... • • SILL COVER 3z N —91 OPTIO*t• •• - •••. o 31,016 , .... rI • SILL RISER E8.1 READ. FOR LOADS ABOVE +60 PSF Slit. RISER ES READ. FOR LOADS ABOVE +60 PSF 0 fi 1 1 p O 4.. 14. LP © s E:.1AV 0 AAHWD � .. .... f ... CIVIL .... M 'I FM PE 17QW2 e e :.... CAN. PSLl EDG>: DIST.. ANI droving no. ,�P-- W10-31 FOUR 4 TRACK DOOR DETAILS sheet 12.10fi-611 TYPICAL AtCHORS L- N I I v. o Li 8 WW v �l �pp M v 1sMs ct ... CLAP 1/4- MAX. • • • • o.::• t° d2.1 LOAD BEARING • • • : • Q �• y42 SHIM • • • • �.�. TYPICAL ANCHORS ""®•'. �' SEE ELEV. ••••• �•• q FOR SPACING . •' • • (_• �' It • • METAL' STRUCTURE il_ o 101=1 EXTFRIOR G r Engrt tAVAD A i%M CML 'o FLA. PE t 70592 M C.A.R. 338 ' L rawing no. W10-31 sheet12.2 ofl 6 POKEM SA H TYPE A. B OR C [� AT a MU ENDS AND V MC. MAX t -i/2" WL WOOD EMaED—\ 1-t/4" MIN. W=KEMFtEO EDGE DIST. t-4/4" MIN. CONC. EMBED t je MIX METAL THICKNESS eLOCK At POCKET CANNY NOT BY CGI NOT PART Of 714S MM TO BE REVIEWED BY AHJ TIPICAL PAD FILE INSULATION LOCAM TYPICAL AT PANEL 4 CORISIMS EXTERIOR r1i � 1 drawing no. W10-31 sheet 13 of 16 •••••9 • • 0000.. .0000• 00.0• 0000. 0000•• • • 0090.. •••9.9 -- 4;735 .4711 --S 921-- .070 1«3411 _ 1.340 .875 .12(1 i ' t r E 1.230 , ,995 ..050 .975 ."S .030 .975 Z 4.28€1 #.184: t d 84 4.230 FRAME H (2 Tek) � FRAME HEAD (3 TRACK) .0719 � � 070 GLA�LNG 6EA1't GLAZ1i�G �EA9 LAM. GLASS WSUL UM. CLASS f - 4.738 6.921 p a ,� .ala :a7fl 1.�ae 1.ts� t3 860 ' 915 1.25(9 913 1.230 TOP/BOTTOM HORIZ TOP/BOTTOM HM (OPTIONAL)CIL Q d! 3.000 � X60 i 3.000 .725 A6:i .684 '.501, 1.831; 470 070 00-1 0t3, _ _� .128 .15 �ALT. � �{ FRAI41!~ WAD {2 TACK)ALT. BRAE HEAD (3 TRACK) 1.490 t.418 2.005 FIX. PANEL CLIP 1.499 1.415 .1211 ' 2.005- 2.095 INTERLOCK (OPTIONAL) .475 t .075- 7-SW 2.600 S6 MAIN STILE 070 � 1.366 .695 3.750 MAI�1'+t STILE (0PT1L?d+ &) ► .6411 .753 3:Ott0 2.753 .265 .125 3.009 4.739 .09 u 11 fit tz 5.921 .095 E8• �• Et FRAtdE SILL (2 TRACK) � FRAME SILL (3 TRACK)� 1.770 1.415 • • SILL RISER (OPTIONAL) 1.610 1.870 i .770.1.415.... 3.572' 06fl ••: (A � � • t , M 3: f2ij� L.0&a 3.iA8 ,. .075 .075 2.005 .070 .070 2.005 • • •. 1.525 v ." en 2.6110 2.600 agn i 6 INTERIOR INTERLOCK .. • . .582 INTERIOR INTERLOCK {O�PTI(1y�1L4 V � : • .640 .920 1.255 4.735 5.921 -5.921- 1.186 2.005 • 2.120-2.005- ? .572 ' • • • • . POCKET HOOK ASTRAGAL OPTION&) .741 agi.1 ALT. FRAME SILL (2 TRACK) 1 t ALT. FRAME SILL (3 TRACK) 1.5 .060 1.831 .625Aq 2.591 11'' 3.341 F 3.750 3.750 .156 � 3.750 1.920 .952 i 1 .158 2.785 3a1t30 2.674 .155 .1Z5 fi28 .070 -1.87.0 �4 EXTERIOR INTERLOCK;-, �. .079. - 1.6Ta .52$ .�_:_�.s _ 3.510 3. 72 3.510 SILL GflUEL {OPT' _ fiT#t 3�1AL) S.t SILL RISE (OPTIONAL) p t 1.600 1.870 .070 1.870 EnSirs JAYI�D {ttitUlD 1.600 CML. ROJAXT REVISED Worltladlt;� � � .125 1.310 6tA PE 0 70592 complying vVith Elto Code �JLtt.x 38 Iii& tl lies Rn 2- ' { h 1-2.005-1�rr � �_ .• 2.005 ift E23 +'` Z ara ci Control ' drawing no. W10-31 €14 OUTER TRACK ASTRAGAL STILE Es ASTRAGAL STILE INTERLOCK REINFORCING OUTER TRACK ASTRAGAL (OPTIONAL) sheet 14 of 1 t:' C1I-1413: FRAME Skil: 3 ?RAW 698346. CGI ODER «, 81.1 CGt-130 ALT. FRAME SILL 2 TRACK 6063-16 Om EXTRUDER •• E2 cc -tat FRAME JUM 2 TRACK 6063 -TS CGI wRUDEIR - E3 tGf--'lidM WEM 2 TRA .3-•76 003 0 num €3.1 • ' ALT. FRAMEHM 2 111ACK M3 -Ts cm EXTI ID -� E4 cm -153 EXTERIOR RRERLOCK OOOS-716 iii EXTRUDER _ 95 CM -•154 INTERIOR WERLM 8863-T8 Cf EXTIMCER E6 Col-t5s tai STILE $063 -TO CGI EXn, WOER _ E7 OEC -•1516 TOL' & 00TI00M 130812 W63 -'T6 C01 VMUDER_ ca Cot -157 Su IRISER 6063 -Ts CGI EXTRUDER -- FA 03-181 ALT. SU RMWOPTIOW 6fl8:1-T8 CGI l t ER - Es CCI --1;18 AS1RROAL 6083--T-8 CGI EXTRUDER •» , CIO CCI --159 111TH ocK !I~i]AiFOml s (7.ENt3T13 - F"K MT. - 8") 6063-T6 CGI EXTRUDER - E11 CG --18$ FRAME SILL 3 T ACK 6063-T6 CM, EXTRUDER -- E11.1 €d-tw Att FRAME SILL 3 TRACK G}63—Ts Col EXMUDER - IZ12 Ca 164 (RAMC MW 3 TRACK W63-76 C01 EXTRUDER - 913 CGI -183r FRAME NEW 3 TRACK $Q83 -To CGI EXTRUDER _ EI&I CW --f62 ALT. FRAME HEAD 3 TRACK 6063-76 001 EXTl 11DER .. E14 Cq--168 OUTER -TRACK ASTRAGAL 680-T8 CGI EXTRUDER EIS W-170 POCKET HOOK 61183 --TCR CGI EXTRUDER - CIO 001-•121 7/16- GLASS GLAZING WM 6063 -TS CGI EXTRUDER .• C17 CGI -123 1" GLASS Q.A21NG WAD 6063 -TS CGI EXTRUDER -- CIO CGI -153A EXTERIOR INTERIM (OPTIONAL) am -16 CGI EXTRUDER - CIO 001-15" INTERIOR INTERLOCK (OPTIONAL) 6063-T6 OGI EXTRUDER - C20 COI -155A MAIN STILE (,PTIONAL) em, -T8 CO EXTRUDER - E21 col -160A TOP & BOTTOM HORIZ (OPTIONAL) 6083-T6 CGI EXTRUDER - E22 E22 CGI -1s1 ASTRAGAL. (OPTIONAL) 6963-T6 CGI EXTRUDER - E23 CGI -168A OUTER -TRACK ASTRAGAL (OPTIONAL.) 6063-T6 001 EXTRUDER _ C24 C%- ISO DECORATIVE SILL COVER (OPTIONAL.) 6063-T6 CGI EXTRUDER - E25 CGI -184 2 & 3 TRACK FRAME SILL SCREIN COVER 6063-T8 CGI EXTRUDER - E26 CGI -187 2 & 3 TRACK FRAME HEAD SCREW COVER 6063-T3 CGI EXTRUDER - E27 CGt 188 FRAME JAMS SCREW COVER (OPTIONAL) 6063 --TS CGI EXTRUDE - C28 CGI-iM FRAME WAD 4 TRACK 6063-T6 CGI EXTRUDER - E29 CIX -1026 FRAME SILL 4 TRACK 6963--T6 CGI EXTRUDER - E30 CGI` -10W FRAME JAMS 4 TRACK 6063-T6 CGI EXTRUDER - Mf CGI -382V GLITZ D BUI.11 VINYL. (DUROMETER 75-89 SHORE A) PVC - _ M2 CGI -1710 FIXER PANEL CLIP (2-1/2- LONG) 6063-T5 - 2 ® I= PANEL WJ CGI --171 ALT. FIXED , PACE. Ems' (2-1/2- LONG) 6063-T5 -- 2 0 FIXED PANEL M3 CG# -173 FIS PANEL SHIM NYLON - 2 PER FIXED PANEL MLO CGI -176 FRAME HERB ANIRIFT & PAD PILE WOOL/NYI.ON SULUVAN 1 PER INITERLOCK/A'STfL MI W2320ING PILE YIITH CENTER FIN WOOF. ULTRAFAS OR EQWV. - Mist CLX -177 PANEL TOP & BOTTOM DUST PILE WOOL/PVC SUuNm - M13 ?A-51 STM ROLLER 61'/sT AMESWRY 0R EQUJY 2 PER PANEL M14 SGO-500 MORTISE LACK ST/ST SUI LNANi ATTACHED TO SOD -503 M14A PSfl1-0036-117 MORTISE LOCK ST/ST 1NOE OCKS.., ATTACHEO TO M16A M15 SW -507 KEEPER ZINC AN tN13Y. W/ 2 #10X3/4- PH M15A SCD -507N KEEPER ZINC INTERLOCKS INST.. W/ 2 #10X3/4- PH 1416 SGD-503 RECESSED, ADAPTOR ZINC SULLMi INST. W/ 2 #103/4° Ft1 M18A PSfl1-0038-ff7 RECESSED ADAPTOR ZINC INTERLOCKS INST. W/ 2 #1OX3/4 113kt3iU M17 mia SGIfi-W5500 SM230M HANDLE SET HANDLE SET OPTIONAL ZINC ZINC S-U=AN/1UTERL0CKSb�� SIAL NAN - WAN /� Mfg SCS2000 SILPRUF SEM ANT S ONE GE -Ewm M20 CGI -177 PANEL. TOP & BOTTOM DUST PILE WOOL. SULLIVAN OR EOW. 4 PER PANEL M21 CGI -174 HEAD AND SILL SMALL PILE PAD WOOL ULTRAFAB OR EQUIV. 1 PER INTERLOCK/AS � U22 CGI -175 SIU. INTERLOCK PILE PAD WOOL ULTRAFAS OR EQUIV. S2 - #10 X 1 1/4" LG. PHL PH. SMS. ST/ST. ASSEMBLY SCREW - - 2 OR -3 PER CORNER I = LiFS MY, -A k--.623 L"s2 FRAME JAMB (2 TRACK) FRAME JAMB OPTIONAL i 1-1.750 .00 . [ -.340 .080 T -_q ALT. FIX. PANEL CLIP .060 .2819 .64d z , FRAME HEAD COVER ' .8411 d .344 FRAME SILL WVM .243 .fl60 FRAME .IAMB COVER . 0 • 4 N• rA • • • • • , 'moi •Q•yrNit • Is so 70 �.••n.T . LQ LOCK SYSTEM BY 'SULLIVAN' OR 41NTERLOCK' LOCATED AT •• MAIN STILE AT 40" FROM BOTTOM o Q SS MORTISE LOCK (PART #SGD-5;; o) (PS01 00.36=-117) q ZINC f�ECESSEO ADAPTOR (PART GO -503) (PSO1-00I 6-117): ZINC HANDLE SET (PART SM5500) & (PART #SM2300WH) ZINC KEEPER (PART #SGL? -507) ' (PART #SGQ-507N) REVISE0 EaSr. JAYAU *QM 8 • s fba Florida ctvlt � ' oa *I, Wk PE, 170592 ► 0 CAA 3530 - h a �{ drawing no. 2 20ta W1 0-31 •••see • • • -AWL yz li FRAME SILL (4 4 TRA FRAME JAMB {4 ••••• I • i �l�tNJUC'i' j��S D3 CeWWIViug milia 1W 14101 1 BUJI i Cacao.,� ACcerilri]u79 Rn ., Eagr. JAV�AN04 A* HAMAR ti A. f� ,� •'0592 CA% $8 o drawing nv. IN 10--31� tl i I • 'a. Gee • en CC7y � • i1 his 1 . • s • ••••• I • i �l�tNJUC'i' j��S D3 CeWWIViug milia 1W 14101 1 BUJI i Cacao.,� ACcerilri]u79 Rn ., Eagr. JAV�AN04 A* HAMAR ti A. f� ,� •'0592 CA% $8 o drawing nv. IN 10--31� 09TV"TIM "T S2 02 Z!ATMM s.A� oe •o� •a�a_C S2 PANEL M/BOMM 1,V } MITERED BEAB CORNER (TYPICAL) � YYY^`777 ".PANEL -TQPf8QT3QM GOfil�iE.R SQUARE eEW CORNER (OPTIGNM) rrAgr. dr AD AHMAD C -ML FL��Ij VOM ERAME BDMM Ci7f2Ni=€ PRODUCTRHVI5BU s5�s as eompipina witia tii®PiGrida 2 TRACK SHOWN S�itdin� Codd /{cmp macs Na rx�—asians } Ily, < >4v'i� r� u'Camto S2 we • •• •$•nip ••• C3see: z 2E ^ A••• • . 000 \++ see• •• • �•0• • ie•• � • • til U6 drawing no. W10-31 sheet 16 of 16