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WS-13-1718Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 .�MT� ` i By: oe�®o®e� i PERMITPermit No. 6 1 aster, r ermit No. Permit Type: BUILDING ROOFING JOB ADDRESS: 2 0 6 ff-e-5/ r— City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): Skilt,b 0 Address: 9q6 6 WC q -Z 30S`Z 0 S'ZZ- f City: State: Zip: TenanVIessee Name: Phone#: Email: CONTRACTOR: Company Name: Phone#: Address: City: State: Zip: Qualifier Name: State Certification or Registration #: Certificate of Competency #: Contact Phone#: Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Addition DAlteration ONew ORepair/Replace Description of Work: Submittal Fee $ Scanning Fee $ MMI 1®r\ t�0 A. Color thru d1e: Permit Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF CO/CC $ DBPR $ Bond $ Technology Fee $ ODemolition TOTAL FEE NOW DUE $ d Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address zip City State zip. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 Signature Omer or Agenf) Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 0701 , 20q by ,S 4tQ-t day of , 20 by , who is personally known to me or who has produced D who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: 111I111111/��/h �Uj4P �> ° �OA •�e �o> 1 J //i1�RID//;1A1110�� as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY �� ✓ S Plans Examiner Zoning t Structural Review Clerk (Revised 5/2/2012XRevised 3/12/2012) )(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) 3 f7K 50 ! 519 ,4,t -M, 'ep)'�r I it, qLA!j!S I q,< 35 -3/1 shy g L rAloel 7, 4.2 No A - Fw_d - FI NOA - C4iewQ— WOA- > eNc Rod nj "Z_ NE T%Ave 'Ifti Shovef i FL AWS pt,A) &.1 q L� 1AE -- �)— MIAMI-DADE COUNTY 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 (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.m;amidade. ov/nera Gopi Glass Sales & Services Corp. 7450 NW 418' Street Miami, PL 33166 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: Clipped, Extruded Aluminum Tube Mullion — L.M.I. APPROVAL, DOCUMENT: Drawing No. M95-16, titled "Aluminum Tube Mullions", sheets 1 through 4 of 4, dated 12/05/95, with revision F dated 02/17/12, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami --Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. 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, 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 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 and renews NOA 410-0107.03 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMCOUNTY N NOA No. 12-0222.07 • • • E • Expiration Date, March 28, 2017 Approval Date: April 26, 2012 e11 �'J Page 1 Govi Glass Sales & Services Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M95-16, titled "Aluminum Tube Mullions", sheets 1 through 4, dated 12/05/95, with revision F dated 02/17/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum fixed windows mulled together, prepared by Fenestration Testing Laboratory, Inc., verification Test .Report No. FTL-5378, dated 10/04/07, signed and sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA No. 06-0210.07) 2. Test reports on: 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94 4.) Large Missile Impact Test, FBC TAS 201-94 5.) Cyclic Loading Test, per FBC TAS 203-94 along with marked -up drawings and installation diagram of two mulled side--by-side series 510 aluminum fixed window, prepared by Hurricane Engineering & Testing Lab, Inc.; Test Report No. HETI-02-1145B dated 04/30/02, signed and sealed by Hector M. Medina, P.E. (For reference only) (Submitted under previous NOA No. 02-0826.03) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per PA 202-94 along with installation diagram of window prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-96-512, dated 02/02/96 signed and sealed by Hector M. Medina, P.E. (Submitted under previous NOA No. 99-0331.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 02/15/12, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) Manuel Per Product Control Ex •er NOA No.12-0222.07 Expiration Date: March 28, 2017 Approval Date: April 26, 2012 E-1 Gooi Glass Sales & Services Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and no financial interest, dated February 16, 2012, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letter for Test Report No. FTL-5378, issued by Fenestration Testing Laboratory, Inc., dated 10/04/07, signed and sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA No. 06-02-10.07) 3. Laboratory for Test Reports No. HETI-96-512 and HETI-02-1145B issued by Hurricane Test Laboratory, Inc., dated 02/02/96 and 04/30/02,respectively, both signed and sealed by Hector M. Medina, P. E. (Submitted under previous NOA No. 99-0331.02 and 02-0826.03 respectively) G. OTHERS 1. Notice of Acceptance No. 104107.03, issued to Gopi Glass Corporation for their Series Clipped Aluminum Tube Mullions - L.M.I.", approved on 03/10/10 and expiring on 03/28/12. --'q ej�' 0. 10, Manuel Per .E. Product Control E a er NOA No. l .07 Expiration Date: March 28, 2017 Approval Date: April 26, 2012 E-2 R MULLION LOAD CHART a a0 0 J z 0 H N w O m MULLION LOAD CHART N EL 0 J z 0 H N D m MULLION LOAD CHART 1 20 30 40 50 60 70 80 20 30 40 s0 60 70 80 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES w IA IL 0 0 J z 0 H N w 0 MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONT?{ LY. (INTERPOLATION BET {�J,�WIOTHS ALLOWED) ..... g g VERTICALII I I I II I I MUI.LwN II i II MAZINO GLAZING ; z n tee. a+RQ L • PROI),UCTRHVISBU 'I PRODUCT I I PRODUCT li e 3 g I II I I I 1 it I I II II C 17 II II I I II NO Browing no. ARCHES TO BE IA6 INSIDE RECTANGULAR SHAPE aI O a. ❑ a0 HORIZONTAL MUWDN a R it%'GLAZING Zz �W�gF r -------I r --------T; I ISI 1 I III II V gJ 1 O a jI OIAZUifl 'j' C,.0 Ij II PRODUCT Iil PWWCT II J F- I III II a. W Ir MUWON SPAN W W � m U TYPICAL MULLION ARRANGEMENTS ztj iL WIDTH (W) a wI + wz 2 __ C9 ,�. MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONT?{ LY. (INTERPOLATION BET {�J,�WIOTHS ALLOWED) ..... g g tee. a+RQ L • PROI),UCTRHVISBU �\^' ° g RAC.AP�E, Q_704iS , 'z B 000iplyins v4169re Vial&Two NO Browing no. TRIBUTARY WIDTH - INCHES M95-16 MULLIONS ` 2 X 2 X ALUM , ® 14 S.M.S 2/ ANGLE 2X2XZ_ ALUM 2-8/8° LONG I 1 I I I I 2 1 I I Illy OR 2BY WOOD 8a1SXt a G 1/4" DIA. ULTRACONS BY 'ELCO' ULTPACONS MAY B HEX OR FLAT HEAD SUBSTRATE MIN. EDDE DIST. MIN. EMBEDMENT WOOD 1° 1-3/8° BLOCK CONCRETE 2-1/2' 1-1/4` 2 X 2 X 1/8 ALUM AN 2 x 2 x ALUM . ANCHORS TYPE '82' d..1/4" DA ULTRACONS 2/ ANGLE e n 'BY OR 2BY WOOD BUCK ANGLE " LONG e N _ a =�1 e IAIt. G ANCHORS TYPE 'B1' I 1 i 1 i i 2/ 1ANGLE S.M.S. i 1.500 _ i e d/4' DIA, ULTRACONS ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBEMULLIONS.CLIPS ANGLE OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED "9 a° 2x2x1/8° ° ALUM ANGLE y_ 8 14 S.M.S. n 2/ ANGLE 1/ ANGLE I Illy OR 2BY WOOD 8a1SXt a G 1/4" DIA. ULTRACONS BY 'ELCO' ULTPACONS MAY B HEX OR FLAT HEAD SUBSTRATE MIN. EDDE DIST. MIN. EMBEDMENT WOOD 1° 1-3/8° BLOCK CONCRETE 2-1/2' 1-1/4` 2 X 2 X 1/8 ALUM AN 2 x 2 x ALUM . ANCHORS TYPE '82' d..1/4" DA ULTRACONS 2/ ANGLE e n 'BY OR 2BY WOOD BUCK ANGLE " LONG e N _ a =�1 e IAIt. G ANCHORS TYPE 'B1' I 1 i 1 i i 2/ 1ANGLE S.M.S. i 1.500 _ i ANCHORS TYPE 'C' S I4 S.M.S. 61fiTCH vDDD BUCK QTY. Al PER TYPE tl ,TD ACCOM13DATE A 81, 82 OR C -CLIP,ANGLE TO MASONRY - Z 4 2 ALUMANGLEM 9 14 S.M.S. 3/ ANGLErl/4 . ULTRACONS .R 2/ ANGLE V ..rn�4Tl MUwON t/2° MAX. Q' yil pl Q _ ONE PIECE CLIP �q5} MULLIONa ° ALTERNATE TO ANGLES ALL CASES �Q, � Z; l ° CONCRETE OR W MASONRY BLOCKS AGLE MULLION 2 X 2 X 1/a' 2 X 3//4 X I/8" Z Z F ALUM ANGLE1-8/8" LONG {FOR 2" TUBE} O O <' 3^5/8° LONG 2" LONG FOR 3' 7UBE) F 3-8JB° LONG fFOR CL o i - �- - ACCESS HOLE m O I�I- I �14 S.M.S. 5 U VI 2/ AN (CHART A & 81) F- I 3/ ANGLE (CHART B2 & C) M O.a'e i5 TUBE MULLION 2 Z ^ 1 d (Ong I THIS SCREW CAN BE 1 MAX. INSTALLED IN EITHER 1 DIRECTION t I . i g W o 014 F.H. S.M.S. I 2/ ANGLE (CHART A & 8 1 I I TUBE MI 3/ ANGLE (CHART 82 I 4/ ANGLE (CHART C I 1 ANCHOR DETAiL11 „ 1, WOOD BUCKS NOT BY GOP[ GLASS 9" SAD AHMAD t PRODU Ism q MUST SUSTAIN LOADS IMPOSED. I =92: a" tdcFtwlda ! � B>1Lo11 u /2.OZ 1 k 7 g BY pm" drawing no. F` M95-16 I ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBEMULLIONS.CLIPS /Bo MIN e.. e!^1/2° MIN a OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED a° WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER 1/4" DIA ULTRACONS 1/ ANGLE ANCHORS TYPE 'C' S I4 S.M.S. 61fiTCH vDDD BUCK QTY. Al PER TYPE tl ,TD ACCOM13DATE A 81, 82 OR C -CLIP,ANGLE TO MASONRY - Z 4 2 ALUMANGLEM 9 14 S.M.S. 3/ ANGLErl/4 . ULTRACONS .R 2/ ANGLE V ..rn�4Tl MUwON t/2° MAX. Q' yil pl Q _ ONE PIECE CLIP �q5} MULLIONa ° ALTERNATE TO ANGLES ALL CASES �Q, � Z; l ° CONCRETE OR W MASONRY BLOCKS AGLE MULLION 2 X 2 X 1/a' 2 X 3//4 X I/8" Z Z F ALUM ANGLE1-8/8" LONG {FOR 2" TUBE} O O <' 3^5/8° LONG 2" LONG FOR 3' 7UBE) F 3-8JB° LONG fFOR CL o i - �- - ACCESS HOLE m O I�I- I �14 S.M.S. 5 U VI 2/ AN (CHART A & 81) F- I 3/ ANGLE (CHART B2 & C) M O.a'e i5 TUBE MULLION 2 Z ^ 1 d (Ong I THIS SCREW CAN BE 1 MAX. INSTALLED IN EITHER 1 DIRECTION t I . i g W o 014 F.H. S.M.S. I 2/ ANGLE (CHART A & 8 1 I I TUBE MI 3/ ANGLE (CHART 82 I 4/ ANGLE (CHART C I 1 ANCHOR DETAiL11 „ 1, WOOD BUCKS NOT BY GOP[ GLASS 9" SAD AHMAD t PRODU Ism q MUST SUSTAIN LOADS IMPOSED. I =92: a" tdcFtwlda ! � B>1Lo11 u /2.OZ 1 k 7 g BY pm" drawing no. F` M95-16 ANCHOR LOAD CHART N IL 0 J Z H N W O TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES 20 30 40 59 60 70 80 TRIBUTARY WIDTH - INCHES RI IL Z 0 H N W O to o� 8"Qpa h�m{ LLWW i O i (n O O < 3 w �w g� Uu�fIwo R TRIBUTARY WIDTH - INCHES g a pMj a Z si ppa (gni S TYPE ANCNoRs TYPE rlaTlzorrral uuluoN c A. SI,ARCNEs ro BE wscweEo ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER al oR c INSIDE RECTANGULAR SWPE LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEET 4. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) OLAMG I PRODUCT I GIAMG PRODUCT II �I ISI ANCNOR III �1 I I I II I II II II III II jl GLAZING ISI CLAMS PRODUCT PRODUCT I II 82 OR C MULLION SPAN wl W2 TYPICAL ENTSULLION��NGEM ENTS WIDTH (W) = wI 2 2 1 S TYPE C ANCHORS I I. 1„8n.1N ''ssa0'. •I x •o g 259AK droving no. swmel M95-16 sNesi 3 of 4 6 Goo aas Li TYR 1^---2.000---=I E MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND. SPACING ALL MULLIONS 6063 -TS MIN INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE MIAMI -RADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP US£ CONNECTION TO MULLION AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 2 SELECT MULLION SIZE WITH 51TEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP T ABOVE. USING ANCHOR TYPES ON SHEET 4 AND ANCHOR CHARTS STEPS ON SHEET 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP T ABOVE. LOWER VALUES FROM GLAZING PRODUCTS. MULLION CHARTS 1 OR ANCHOR CHARTS WILL APPLY TO ENTIRE SYSTEM. MULLION CLIP (6063-T6) I MULLION CLIP (6063-T6) (ALT. TO ANGLES) (ALT. TO ANGLES) CLIP LENGTHS MUST.BE CUT TO FIT SNUG CLIP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MULLIONS. INTO TUBE MULLIONS. ANGLE CUP (6083 -TB) RECTANGULAR ALUMINUM TUBE MULLIONS IONS USING MULLION PROPERTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAOS. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED N DESIGN OF ANCHORS INTO WOOD ONLY. MMERNLS INCLUDING BUT NOT IN= TO STEEL/METAL StSLERS. THAT COME INTO. CONTACT WITH OTHER DISSIMMAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CGDE,AqM _2003.0.4, Vi Gn p p a 73 Q 7CL K CO 0o 1.1 tn— g c� 2i - 0- 8n •e Q drawing no. M95-16 HM I M „ y KdP..85 2100 W 76 Street, .Hialeah,: Florida 33016 FLORIDA BUILDING CODE, 20-10. Robert S. Monsour, P.E. FI # 11955 / 0006024. ASCE 7-10 WIND CODE DESIGN VVIND LOADS IN PSF. MIAMI DADE 176 MPH WIND ZONE Interior & Exterior Zones (4&5 - Walls). Positive Pressures Exposure C For the :175 mph Wind Zone j CATEGORY 2 Height • Maximum Height Maximum Effective Wind Area or, Tri utary Are in Square Feet in Square- Feet 10* 20 .30L 40 50. 60 1.00 0.95 0.92 0.89. 0.88 0.86 15 40.4 .38.5 37.5 36.7 36.1 35.7 20 42.7' `40.8' 39.7 38.9 38.3 37.8 ' 25 . •44.6 42.6 41.5 40.6 40.0 39.4. 30 46.5. 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 441.8 .44.2 43.6 50 51.8 1 49.4 48.1 47.1 46.4 45.7 60 53.7 1 51.2' 49.8 48.8 48.1 47.4 Interior Zone (4 = Walls) Negative Pressures Ex osure.0 For the 175 mph Wind Zone CATEGORY 2 Height • Maximum Height Maximum in Square Feet 50 -1.15 Effective Wind Area (or, Tri utary Area in Square- Feet -1.13 10' 20 30 40. 50 60 -1.10 .-1.05 -1.02 -0,99 -0.98 -0.96 15. -43.8 -42.0 -40:9 -40.2 -39.6 -39.1 . 20 46.4 -44.4 .-43.3. ' -42.5 -41.9 -41.4'.- 41.4'.25 25 -48.4 -46.4 -45.2 .-44.4 43.8 -4332 30 -50.5 -48.4 -47.2 -46.3 45.6 -45.1. 40 -53.6 -51.4 -50,1.. -49.1 48.4 -47.8- 50 -56.2 1 -53.8 -52.5 -51,5 -50.7 -50.1 60 -58.2 1 -55.8 -54.4 -53.4• -52.6 -52.0 Exterior Zones (5' Walls) Negative Pressures Exposure C Forthe 175 mph Wind Zone CATEGORY2 Height • Maximum Effective Wind Area or, Tribute Are 10 20 30- 40 =1:40 -1:29 -1.23 . -1.19 in Square Feet 50 -1.15 60 -1.13 1-5. -54.1. -50'.4 -48.3 -46.8 -45;6 -44.7. 20 -57.2 =53:4" . -51.1 -49.5 -48.3 47.3 ' 25 -59.8 -55:8 '-53.. -51.7 -50.4 30 -62.3. -58.1 -55.7 `-53.9 -52.6 40 -66.1 -61.7 -59.1 -57.2 •-55.8 [�6-49.4- 50 -69.3 -64.7 -61.9 -6,0.0 '-58.5 60 -71.9 -67.0 -6.4.2 -62.2 .-60.6 r2i Length of End Zone (a): 10% of least horizontal dimension or .4 ., whichever is s but not less.than 46/o* of least horizontal dimension or 3 ft. (h = mi an roof height In NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE AKEN FOR FLAT. RO FS: 3?� sog�g C,AsEM er,i' �tit, 9LAss �,NNejLL,AYeF 71 3q S°s/� 31 y So - lg 1%6 W Nel h* Z"d Flo &r,24 5 ___------___�-loo ff l4w LY Z661A A �77� So ` �lGRss SQII� R.Od;Ave- Mimi Lr 9+io6 Of Shoves , FL 3313$ DOPA A),>-,A- EIA—IC ot E.s/C444- d actl Cp Pw e,,s tA NOA- NK- N o. 12 - 6 32,1 . 02, NOA- Fi=J - FL 15920 NOA - Cac w► J _ F t,-. I(o 132. tjok s — Q: 2 •OZl3•o5 ()jrZA& less l 7y,� So �/ 's 4�3F'�►c�,c7� 19X -3ssw ,q y,�h. 711e. 5z,/,gsc _ 7-A4 _a c ATE ?jxSos� ncr R' -DC �ut'��ECT �� CC;�,I�'I.If`P10E WI Fh ,411 FEUFRAL MMADAIDiE MIAMI-DADE COUNTY • 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 (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miajnidade.gmbera T. M. Windows LLC 601 NW le Ave. Pompano Beach, FL 33069 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 aepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and o er 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 "805" Aluminum horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W08-81, titled "Series 805 Alum. Horizontal Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 09/19/08, with revision C dated 02/29/12, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. 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, 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 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 # 09-1110.02 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. Mu►Ma oe c Nnr NOA No. 12-0321.02 Expiration Date: May 13, 2014 Approval Date: May 03, 2012 I Page 1 T.1VL Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08-81, Sheets 1 through 7 of 7, dated 09/19/08, with revision C dated 02/29/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5945, dated 07/31/09, signed & sealed by Julio E. Gonzalez, P.E. (Submitted under previous NOA No. 09-1110.02) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202--94 2) Uniform Static Air Pressure Test, Loading per FBG 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 24113.2.1, TAS 202-94 along with marked up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5457, dated 01/22/08, signed & sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 09-0105.02) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5459, dated 01/17/08, signed & sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA No. 09-0105.02) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201=94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an aluminum horizontal rolling window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI -3995, dated 11/13/03, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No. 04-0120.01) /V1 Ilion Manuel Per Product Control Exa i NOA No. 12-0321.02 Expiration Date: May 13, 2014 Approval Date: May 03, 2012 E-1 T. M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. 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 an aluminum horizontal rolling window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3946, dated 11/04/03, signed & sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No. 04-0120.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, revised and updated to FBC-2010 on 02/27/12, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Partially submitted under previous NOA#09-1110.02) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05105/11, expiring on 05/21/16 3. Notice of Acceptance No. 10-0331.02 issued to Cytec Industries, Inc. for their "Uvekol S Laminate Glass Interlayer", dated 05105110, expiring on 02/08/14. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated February 27, 2012, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. FTL-5945, issued by Fenestration Testing Laboratory, Inc., dated 07/31/09, signed and sealed by Julio E. Gonzalez, P.E (Submitted under previous NOA#09 1110.02) 41 Manue P17; .E. Product Control NOA No. 12-.02 Expiration Date: May 13, 2014 Approval Date: May 03, 2012 E-2 T. M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Laboratory compliance letter for Test Report No. FTL-5457, issued by Fenestration Testing Laboratory, Inc., dated 03/13/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 09-0105.02) 4. Laboratory compliance letter for Test Report No. FTL-5459, issued by Fenestration Testing Laboratory, Inc., dated 02/21/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA No. 09-0105.02) 5. Laboratory compliance letter for Test Report No.'s FTL-3946 and FTL-3995, issued by Fenestration Testing Laboratory, Inc., dated 11/047 13/03, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No 04-0120.01) G. OTHER 1. Notice of Acceptance No. 09-1110.02, issued to T. M. Window, LLC, for their Series 805 Aluminum Horizontal Rolling Window - L.M.I., approved on 03/17/10 and expiring on 05/13/14. Manuel Per E. Product Control E am er NOA No. 12-03 1.02 Expiration Date: May 13, 2014 Approval Date: May 03, 2012 E-3 1/2' OVERALL GLASS TYPE 'G' HEAT STREN'D GLASS -.090" IMERL-AYER SENTRYGLAS BY DUPONT —3/16' HEAT STREN'D GLASS DOW CORNING 995 7/16' OVERALL GLASS TYPE 'H' —3/18• ANN. GLASS 120• INTERLAYER LNQ(OL-LIQ RESIN BY 'SURFACE SPECIALTIES INC.' 3/18• ANN. GLASS + SILICONE s GE RCS7700 DOW CORNING 995 1/2. OVERALL GLASS TUE I GLAZING OPTIONS SERIES 805 'ALUMINUM HORIZONTAL ROLLING WDw. DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. TEMP. GLASS 1/4' AIR SPACE 118" ANN. GLASS .090' INTERLAYER SAFLEX IDG Pe BY 'SOIUTIA' F--1/8" ANN. CLASS 995 17-v 11/16' OVERALL INSUL GLASS TYPE 'E' ADDL. ANCHOR RECD. FOR INSTALLATIONS INTO WOOD STRUCTURES OR THRU WOOD BUCKS INTO MASONRY �n• uev FALSE MUNTINS (SURFACE APPIV MAY M US \ WINDOW WIDTH MA)L 6' HFAD SILL A + 3/1V ANN. GLASS I. II II 090• INTERLAYER INT.(-) EM.(+) 1NT.(-) EXT.(+) INT.(-) SAFLE% DIG BY SOLUTIA 130.0 90.0 3/16' ANN. GLASS LOADS SHOWN ABOVE ARE FOR WWDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES. FOR METAWC SWEEP LATCHES Lltil'T !AA%. LOADS TO 180.0 FSI, SILICONE 11 II 11_J\ II GE RGS7700 J G DOW CORNING 995 jl II ====TI -_ 11 II B i' n 13 I� I 7/18. OVERALL GLASS TYPE A 'HEAT STRFND MASS 120' L -UO RESINRFACE SPECIALTIES INC: 3/18" HEAT STREN'0 GLASS X,INTERLAYER SIUCGNE GE 00 SI DOW CO RN7 LNG 9951 1/2' OVERALL GLASS TYPE 'G' HEAT STREN'D GLASS -.090" IMERL-AYER SENTRYGLAS BY DUPONT —3/16' HEAT STREN'D GLASS DOW CORNING 995 7/16' OVERALL GLASS TYPE 'H' —3/18• ANN. GLASS 120• INTERLAYER LNQ(OL-LIQ RESIN BY 'SURFACE SPECIALTIES INC.' 3/18• ANN. GLASS + SILICONE s GE RCS7700 DOW CORNING 995 1/2. OVERALL GLASS TUE I GLAZING OPTIONS SERIES 805 'ALUMINUM HORIZONTAL ROLLING WDw. DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. TEMP. GLASS 1/4' AIR SPACE 118" ANN. GLASS .090' INTERLAYER SAFLEX IDG Pe BY 'SOIUTIA' F--1/8" ANN. CLASS 995 17-v 11/16' OVERALL INSUL GLASS TYPE 'E' ADDL. ANCHOR RECD. FOR INSTALLATIONS INTO WOOD STRUCTURES OR THRU WOOD BUCKS INTO MASONRY �n• uev FALSE MUNTINS (SURFACE APPIV MAY M US \ WINDOW WIDTH MA)L 6' HFAD SILL A + I. 1� 11 I. II II INT.(-) EXT.(+) INT.(-) EM.(+) 1NT.(-) EXT.(+) INT.(-) 80.0 90.0 90.0 130.0 90.0 90.0 88.0 85.0 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WWDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES. FOR METAWC SWEEP LATCHES Lltil'T !AA%. LOADS TO 180.0 FSI, 11 II 11_J\ II II m II J G 1 jl II jl II ====TI -_ 11 II B i' It 11 I� 11 11 co G p 6• LAAX. F illf HLE� EAD/SILL CORNERS it it Q R c °o o a, M 7/8' M 1/2' D.L. OPG. D.L. OPG. 37 1/2" n AU Ux VA TZ15t; MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' I GLOB TYPE '9' GLM TYPE 'C' GUM TYPE 'D' GLASS TYPE 'S' EXT.(+) 1NT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EM.(+) 1NT.(-) EXT.(+) INT.(-) 80.0 90.0 90.0 130.0 90.0 90.0 88.0 85.0 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WWDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES. FOR METAWC SWEEP LATCHES Lltil'T !AA%. LOADS TO 180.0 FSI, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (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 W THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED W DESIGN OF ANCHORS INTO WOOD ONLY. MATERWLS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT CAME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG, CODE SECTION 2003.8.4. A 96 in S F Z r 0] +� 3z f wa v � gBg NOTE: o S GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION c m DECLARATORY STATEMENT DCAOS-DEC-219 �amci THESE WINDOWS ARE• RATE() FOR LARGE & SMALL ABSSILE IMPACT. SHUTTERS ARE NOT• �REOUIRf:D. c E4. (.J,4%%D PRODUCT •. Fta P g �7o392 A • •p �P1Y Fi°rlAis Rt 'fir CAt{.'333a 3u8dinBCodo ( d Dw BY drawing no. W(18-8111 APR8.4.112 sFsa1 t °r 7 ADDL ANCHOR REOD. FOR INSTALLATIONS INTO WOOD STRUCTURES OR� THRU WOOD BUCKS INTO MASONRY FALSE MUNTINS (SU -MAY 'mm NDOW WOTH to t/4• 8' MAX, HEAD\SILL MAY - AT FIX. LTTE HEAD\SILL A AT VENT \FW' 1 1 li ii If If INT.(-) EXT.(+) 1NT.(-) EXT.(+) �I O.L. OPG. 90.0 90.0 130.0 90.0 90.0 79.0 1 79.0 37 5/8' D 37 5/e` 'n it VENT WIDTH I I ' 29 1/4' TYPICAL ELEVATIONS 1A 4:1 N 4 n I' a`g c ii it �I, ii �i ii II n I If n B r 1; II II n II •I II ADDL. ANCHOR REDD. FOR INSTALUITIONS INTO WOOD STRUCTURES OR THRU WOOD BUCKS INTO WAS94RY 111' MAX 8' MAX. FALSE MUNTWS HEAD/SLLL (SURFACEAPPLIED) MAY BE USED S4 1 32 7/8' 1 33 1/2' 32 7/8' INT.(-) EXT.(+) 1NT.(-) EXT.(+) D.L. DPD. O.L. OPG. 90.0 90.0 130.0 90.0 90.0 79.0 1 79.0 37 5/8' D 37 5/e` 'n VENT WIDTH VENT WIDTH I I ' 29 1/4' TYPICAL ELEVATIONS xox slzrs MAMIUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GLM TYPE 'A' OLM TYPE '9' GLASS TYPE 'C' GIA99 TYN 'B' EXT.(+) INT.(-) EXT.(+) 1NT.(-) EXT.(+) I-(-) EXT.(+) 80.0 90.0 90.0 130.0 90.0 90.0 79.0 1 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO &80.0 PSF, WINDOW WIDTH 14 7/8' 3' MAX. A e 1 1 1 1 1 1 SO° MAX, 1 , II II II II I, D �•{�j}�� I I ' 29 1/4' °1 1A 4:1 N II II p leli m z' a 6' MAX. HEAD/SILL CORNERS a� h a e n � $ 1 24 5/8' SO° MAX, 24 5/8' mCI I:I D.L. OPG. 29 1/4° 29 1/4' °1 N VENT WIDTH p leli m XOx SIZES FA��UUDEBIGN LOAD RATINGOSIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' CLASS TYPE '8' LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO &80.0 PSF. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-218 Z O Z0. X 6a I_1 PRODI=R.MW 1 ,FTA• t 7458'[ ffi 4�+NYT�B v" ft FlodQa ,L 2Ac-p;mg�X.6fio : drawing no. W08-81 1 sheet 2 oT 7 10 X 3/8' PH SMS PER CLW 14 WUiODLOAD CLW SEALANTS: TYPICAL ANCHORS IG ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. WEEPHOLES: W1 = 1-1/4' X 1/4" WEEPHOLES WITH PLASTIC BAFFLE AT 4-7/8" FROM EACH END AND AT MIDSPAN W2 = 1-1/4" X 1/4' WEEPHOLES AT 4-7/8" FROM EACH END AND AT MIDSPAN W3 = 2' LONG WEEP NOTCH AT EACH END W4 = 1" LONG WEEP NOTCH AT 32' FROM EACH END --------------------- IMIAMI-DARE COUNTY APPROVED i I I MULLION & MULLION ANCHORS I SEE SEPARATE NOA II 1/8" I II i II TYPICAL ANCHORS FOR SPACRtlG WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEv. FOR 8PAcm IIA' DIA. ULTRACON BY 'ELCO' (Fu -m KSt. Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-5/8" MIN. EMBED INTO CONC. OR MASONRY 1/4" TEKS OR SELF DRILLING SCREWS (ORADE 5 CRS) INTO METAL STRUCTURES STEEL : 0.105" MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" T}IK. MIN. (6083-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ,014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MW. THK. = 1/8' (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE= 1' MIN. INTO METAL STRUCTURE = 3/4" MW. CONCRETE AT HEAD. SRL OR JAMBS Pc =3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Fm = 2000 PSI MIN. ^FSP PRODUCTRBVRW � ;I• Blt9d�tngOoodoai4fIwF10BQa aocaPree'°Dato Q uowing no. W08-81 1/4• © 12 O O l MAX. VENT WIDTH (Q I 25 1/4' MAX. 18 SHIMS TYPICAL ANCHORS0 METAL 1 24 8SEE J STRUCTURE 15 . FOR SPAAEINa 9 0 r 19 , a -------SCREENS OPT, ---- - - - vw SUCKS 4 TYPICAL ANCHORS S 18 lh Z SEES 4 D.L.O. FOR SPACING EXTERIOR v wINDow WnorH XO LAYOUT OX OPPOSITE R I 1/4• MAXrn •. 1/4' SHIER C VENT WIDTH O VENT WIDTH SHIMS M .�.' MAX. Illy WOOD OR BUCKS xs yah = Q $TRU N g 1 --- --_-- o z - ZIN x SCREENS oPT. -- :-:=----.:-:. •----. --. --- SCREENS OPT.--JEJ ° _ TYPICAL ANCHORS -------- ---- - SEE E", FOR SPACING ° T`fPrAL ANCHORS D.LO. FOR EXTERIOR ° slop WWDOW WIDTH XOX LAYOUT TYPICAL. ANCHOR MIAMI-110E COUNTY SEE ELEV. FOR SPACING APPRD MULLION b1 SEE SEPARATE NOA� — --I VENTS WITH o� g I SPRINJR LOADED LATCHES 1 f I PRODUCF[iBV M •E CML •, `� P g 7O89P es ODniPlyjpg V+ttl111mFloTIBNtAt Ii II CA 3538 1 ATWWiIgCoN AP DaW _-_ _ - = 1 I 1 I ----- Sawn OPT. �. • • • : C� L---' By DR&F tlrow ng no. EXTERIOR-81 WINDOW WIDTH WINDOW WIDTH �'1 sheet 4 of 7 ,/a' SHIM © O O 1111, MAX. VENT WIDTH ,8 ,/a' MAX. STRUCMEIALTURE'a 1S B SIA SEE E ANCHORSFOR SPACINGroz- ❑ z _ g .....::... �o Oo,9 o O 17 7 -----SCREENS OPT. A,.'WWD SUCKS O 4c Ln TYPICAL ANCHORS ,B p ILj SEE ELEV. 4 D.L.O. FOR SPACING EXTERIOR WINDOW WIDTH Ju O XO LAYOUT OX OPPOSITE 1 C D ,/a• Max. '0 Y ,/a• SHIM O VENT WIDTHO VENT VAOTH SHIMS M M IM% M lay o WOOD BUCK WOOD SUCKSQ OR STRUCTIlR � v.. x '$H x --- 3z D i�(0a --SCREEPIS OPT. _-_-�� .._ _ _ _ - - �_-- SCIffEN9 OPT_ o .9 TYPICAL ANCHORS O Ya SEE ELEV. ° FOR SPACING OA.O. TYPICAL ANCHORS FOR Sm M. EXTERIOR SPACING WINDOW WIDTH XOX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-GAGE COUNTY SEES T�ENMCN� VENTS WITH << m SWEEP..CHES knYr.•JI �rMLAHLLAD p aCF12BV�p g PE eT 70SB'L. 1• aww.8 QOQ��/n�t� AcVaD�aCNb %4' !]ate i i i------- SCREENS OPT. \'• BY O Pradleot drawing no. �WINDOW WIDTH EXTERIOR WINDOW WIDTH ' •.' ;AR WD8—$1 - afieel $ of 7 FRAME HEAD 1.480 .on 313 .563 1.420 SILL TRACK 1.071 .082 12SS M. .929 SILL CLIP ADAPTER FRAME SILL TOP 1.3751.000 BBB 750 1.250 II 125-� 1A00 to WIND LOAD CUP O TOP & BOTTOM RAIL 1.000 1.750 ❑ .054 II .125•�I 2.20,1.379 1S MTG. STILE REINF. .OBS 1.000 .500 107 O JAMB STILE .t2S 2.312 18 FU(. STILE REINF. o 1288 2373 1.375 LaDO U40 949 1236 --1.75D� 482 MEETING STILE 1 (12) VENT LATCH LTEM PART B QUANTrry D89CRTPTION MATSIM UMV./SUPPWER/RBMUM 1 TM -130 1 FRAME HEAD 8083-T8 - 2 TM -1338 1 FRAME SILL 80.4E 8083-T6 - 3 TM -134 1 FRAME SILL TDP 6083-T6 - 4 TM -132 AS REQD. FRAME JAMB - VENT 8083 -TB - 5 TM -131A AS RECD. FRAME JAMB - FIXED 8083 -TB - 8 7M-138 2/ VENT TOP AND BOTTOM RAIL 8093-T8 - 7 TM -139 1/ VENT JAMB STILE 6063-78 - 8 TM -140 1/ VENT MEMNG STILE 8093-T8 - 9 TM -137 1/ VENT FUZED SIRE (SPRING LOADED LATCH) 8083 -TB - 9A TM -137A 1/ VENT FUIED STILE (SWEEP LATCH) 8083-T8 - 10 TM -138 1 SILL TRACK 045M 6093 -TSI - 11 TM -135 1 SILL CLIP ADAPTER. 12" LONG 6083 -TS AT MTG. STILE LOCATION 12 TM -118 1/ VENT SWIG LOADED VENT LATCH. 3-1/8' LONG 6063 -TSI AT MID SPAN 12A - 1/ VENT METALLIC SWEEP LATCH - AT MID SPAN 128 ®e X 3/4' 2/LATCH SWEEP LATCH MC== SCREWS - FH SMS 13 TM -141A AS READ. GLAZWC BEAD (LAMINATED MASS) 6063 -TB - 13A TM -181 AS READ. GLPZM BEAD (WSW- LAM. GLASS) 8083-76 - 14 TM -154 AS READ. WMD LOAD QIP. 4' LONG 6083-70 - 18 - 1/ STILE MEETMG STILE RE WORCING 6M-76 - 18 - 2/ STILE nKEO STME RERWORCMIT 6083 -TSI - 17 W31225 AS REOD. FM SEAL WSIRIPPMG (.270' X HWH) WOOL /B W43371 AS RECD. F1N SEAL W'STRIPPU61 (.187- X.370• MO WOOL 19 W43201 AS REQD. FIN SEAL WSTRIPP= (.18r X .200• HIGH) WOOL 20 PW43 . AOHESLVE BACK CLOSED CELL FOAM 7/8' X 1/r X 1-7/18' LONG 21 2/ VENT VENT ROLLER HOUSNO & GUIDE PLASTIC AT EACH END 22 VENT ROLLER//WHEEL BRASS 23E#121' R FRAME ASSUIBLY SCRLTNS P.H. PHLLIPS SMS 241' VET ASSEMBLY SCRLT9S P.H. PHUIPS SINS 25 �CORNER VET LATCH SPRMC ST. STEEL265 . FM SEAL WSIPoPPWG (.1Br X .175• HIGH) WOOL - 27 TM -151 1 SILL RISER 8083 -TSI - 2312 2.312 .183 .OSS .OSS .435 42 A 1.437 1.0001237 1375 1.0001.237 .802 .0� Y I T .923 .9231 1.780 1.750 FIXED STILE (SPRING LATCH) 3. 13 GLAZING BEAD O GLAZING BEAD FOXED STILE (SWEEP LATCH) I(LAM. GLASS) I (INSUL LAM. CLAS 462 1419 1.799 FRAME SILL BASE FRAME JAMB - VENT I O FRAME JAMB - FIXED I 27 SILL RISER I drawing no. W08-81 sheet 6 of 7 (2) 010 Y V PHH,, SMS. SCRE m SHS. :m (2) 810 1 ASSE .IS. AfR, .92pt2' drawing no. W08-81 r • Florida Building 'Code- dnline �usst es Pro ) Frcduc"pproval j JO.R. Pum user Regulatlon l�Ubm -' #ri919itiGi or Ai 8pot,� Appitcattim List Search criteria Page, 1 of 1 b f)l3�JP,1164.4w467DDE'1; �)ff �l� t7()!ISION r FL!)IfTALT ¢D"P., ..re ;Code Version 2414 FL# 'Appltcatlon Type ALL Product Manufacturer ;Category ALL Subcategory. Application Status ALL Complianm Method AuaUtir Assurance Entity ALL Quality Assurance Entity Contract Expired SCIS' Hone tag ttt UM ReytUMUM Not Topics Submit fi11MtX,,Stats & Facts �usst es Pro ) Frcduc"pproval j JO.R. Pum user Regulatlon l�Ubm -' #ri919itiGi or Ai 8pot,� Appitcattim List Search criteria Page, 1 of 1 b f)l3�JP,1164.4w467DDE'1; �)ff �l� t7()!ISION r FL!)IfTALT ¢D"P., ..re ;Code Version 2414 FL# 'Appltcatlon Type ALL Product Manufacturer ;Category ALL Subcategory. Application Status ALL Complianm Method AuaUtir Assurance Entity ALL Quality Assurance Entity Contract Expired "uct;Model, Number' or Name ALL Product Description Appraved, for ulie In HVHZ ALL Approved Far use.outside HVHg impact. Resistant ALL Resign Pressure .Other ALL Re .ALL T M Windows LLC ALL ALL ALL ALL ALL ALL .Camatt.Us ::;940 North Monroe 9tree4 J@IkW ssee.FL jM Mona: -850487-1824 The SRO pi Palle is 9n AA/8Eq @mp10yer• CQ$Yfjypj,{'�QT'a0��6tate tlf�FlorMa. -,:.&Lt -Statement ;:. Agoess)hllity Statement -Refund Statement pfadutlt-Apprp,Mil Amptst fa im mo 0 FedTe iF 11 I 4 http //www.foridabuilding.org/pr/pr app lst.aspx 10117/2012 Florida Building code Online Page 1 of 2 Product Manufacturer T M Windows LLC Address/Phone/Emall 601 nw 12 ave pompano beach, FL 33069 (934) 781-4430 smetzgerotmwlndow.com Authorized Signature Frank Bennardo frank0engexp.com Technical Representative AddreWPhone/Emall rntuua ws ROM Ceg tit user pegletre" HO TOPke ' SYbA* kUrg SSOr.6 ft ds PubhOtiOnS FOC Raft "SUOUP U*6 Search Bus`n . Proes t ._ ! a roducrApproval : L 'on �,: ER: PUM User MR 8M6jajMMWa a > Applleadon DetaU FL # FL1S920 Appiication Type New Code Version $010 Application Status Approved Comments Archived Product Manufacturer T M Windows LLC Address/Phone/Emall 601 nw 12 ave pompano beach, FL 33069 (934) 781-4430 smetzgerotmwlndow.com Authorized Signature Frank Bennardo frank0engexp.com Technical Representative AddreWPhone/Emall Quality Assurance Representative AddreWPhone/Email Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect. or a Licensed Florida Professional Engineer 9! Evaluation Report - Hardcopy. Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Frank Bennardo PE -0046549 National Accreditation & Management Institute, 12/21/2015 Keith E. Lorinos, PE P' Validation Checklist Hardeopy Received &IWO IOCOCadIndmad Referenced Standard and Year (of Standard) ,Standard TAS 201 TAS 202 TAS: 203 Equivalence of PrsductStandards C-ertifled By . Sections from the Code Year 1994 1994 1994 http:l/www.floridabuildinlg.orglprlpr app_dtl.aspx?param=wGEVKQwtDgsDdFYerPIw... 10117/2012 Florida Building Code Online Product Approval Method Date Submitted (late validated Date Pending FSC Approval Date Approved I$ummary of Products Method 1 Option D 08/24/2012 10/10/2012 09/05/2012 10/16/2012 Page 2 of 2 FL # Model Number or Name [Description IS920.1 es "300" Aluminum Fixed Series 1300" Aluminum Fixed Window - LMI%SMI 74" x window 122" Inits amuse Installation Instructions Approved for use in HVHZ: Yes F-LI52?j IIP libmlt 0.'odf Approved for use outside HVHZ: Yes Verified $yY Frank 8ennfirdo P.L 45549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other: F115920 RO Ar Bvalxdf Sack fleet Contact ug n 1440 North Manrae Streat. Tallahassee ft 323% Phone: 550.487-1624 The State of Ftortdo Is on AN6E0 aMptayer..Ce@yrinfy(1 7.2010 Slate.of flnrMa. :: Accessibility Statement :: Refund Statemaat Under FWWa law, emoU Wdresses ara.wAftrecom6r. If you 00 nPt want ypur a -mad address released 1n response. W_a publtc-reCQr#$M0eS, , dp not sand electronic mad totMs entity. Instead, contact Gte office by phone or by traditional mall. If you have any questions, pleaw=nted MOA87.1325. •Pur6aant to. Seaton 455.275(1), Florida Statutes, 8ffdctive-October 1, 2012, ikensees licensed under Chapter 455, F.S. must ptovda tits Oapamnent with an omaq address -9 they have orfs. The amalls provided maybe used rat d Wal communkatunt with the lismse0. tiowavar 8ttmu eddrassea am Public m Wd. If you do not wish to supply a per4anai.address, please, the PagsrWiant with an amad address which tan be made avallatda to the pub) . To determine d you are a under CMpter 455, FS., please Nick ltala.., Product Approval Acceptst QUEEN seen ttmttrs a r :$ httpJ/www.floridabuilding.org/pr/pr app_dtl.aspx?pamm=wGEVXQwtDasDdFYerPiw... 10/17/2012 �N�GiNEERllelG EXPpE8S A FRANK L. BENNARDO, P.E,, INC. INNOVATIODJ -product Evaluation Report August23, 2012 Application Number. FL# FLS Project Number: 12-TMW 04 Product Manufacturer. TM Windows, LLC Manufacturer Address: 601 N.W. 12th Ave. Pompano Beach, Florida 3,3069 Product Name & Description: Series 300 Aluminum Fixed Window Large & Small Missile Impact resistant Scope Of. EvaIuaddrn; This Product Evaluation Deport is being Issued In accordance with the requirements of the Florida Department of Suslness-And Professional regulation (Florida Building Commission) Rule Chapter ON- 3.gdOS, .P.A.s., for statewide acosptance per Method 1(d). The product noted above to been tested and/or evaluated as summarized herein to show compliance with the 2010 Florida Building Code and Is, for the purpose Intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiadng► Date. - PRODUCT EVALUATION ata:PRODUCT€VALUATION DOCUMENTS FLB drafting #12-TMW-04 titled "Sodas 300 Aluminum Fixed Window", sheets 1-8, prepared by Engineering Express, signed & seated by. Frank L- Bennardo, P.E. is an integral part of this Evaluation report. * JKSTT REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test report(s) #0611.0142 by American Test Lab of South Florida (ATL). Large missile impact resistance and cyclic loading performance have been tested. in aocordance with TABS 201,202 & 203 test standards per test report(s) #0614.01-12 by American Test Lab of South Florida (ATL). • STRUCTURAL ENGINEERINGCALCULATIO Structural engineaing calculations have been. prepared which evaluate the product ]based on comparative andlor rational analysis to qualify the following design criteria: 1, Anchor Spacing 2. Maximum Allowable Size/Pressure Combinations 8. Architectural Shape Options 4. Qlass Capacity 5. Anchor Capacity No 334fa Increase In allowable stress has been used In the deal 160 5W 127" AveNuE #106 DEERFIELD BEACH, Ft 33442 PHoae, 954-354-0660 Fax: 954-354-0443 WWW.ENGEXP-COM 1 ENGINEERING TM Window, LLC. Series 300 Aluminum F,xxeli Window (LMI) The following are approved for use in the HVHZ as specified In their corresponding NOAs: • DuPont SG Interlayer (NOA # 11-0624.02). • DuPont PVB Interlayer (NOA#11-1118.03) impact Resistance: ist 23; 2012 Page 2 of 2 Large and Small Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports, and Is accounted for in the engineering design of this product. Wind Load Resistance Each product has been designed to resist wind loads as indicated in the design schedule(s) on its respective Product Evaluation Document (i.e. engineering drawing). Installation Each .product listed above shall be installed in strict compliance with its respective Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. Each product component shall be of the material specified in that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of each product shall be in strict accordance with its respective Product Evaluation Document (i.e. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in each product's respective anchor schedule. Host structure conditions which are not accounted for in each product's respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. Each product has been designed for use within the High Velocity Hurricane Zone (HVHZ). 160 SW 12" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM TM WINDOW & DOOR rr,� SERIES 300 ALUMINUM FIXED WINDOW �o. LARGE AND SMALL MISSILE IMPACT RESISTANT -o_ i In 0 GENERAL NOTES r 1. THE SYSTEM DESUIiBED HiEREtN LHAs sEEgn T>ESIGHJED AND TLxiTED>ro AmDRDAnue VITHI THLE ILDo FLORIDA BUILDING CODE, FOR USE WITHIN AND OUPSIDETHE HIGH VELOCITY HUIRIANE ZONE, PERTAS 201 I �o 202 / 303 & ASTM E3300-04 STA=ARDS. - (� L NO 33-1!3% INOREASE IN ALLOWABLE STRESS HAS BEEN USED IN ME DESIGN OF THIS SYSTIM W= ..I. LOAD DURATION FACTOR C4 1.5 HAS BEEN USM FOR WOW ANCHOR OESTG AL J 3. POSITIVE AND NEGATIVE DESIGN PRESSURS CALCULATED FCt USE WITH TWS SYSTEM OWL BE t OETum*D BY OTHERS ON A JOB-SPECKPlC BASIS IN A7COROANCE WITH THE GOVERNING CODE. SITE SPECIFIC ` LOAD ww LOAD ReQumemENT5 SHALL BE DEfERMIIIED In A000ROANCE W1TM ASCF 7 AND THE 3010 FLORIDA BUILI)ING CODE BY SEPARATE ENGINEERING CMIFICATtON AND SHALL BE LISS TKPA OR EQUAL TO THE MUM g OR GHJ PRESSURE CAPACITY VALUE LISTED WON FOR ANY ASSEIMY WITHIN TICE LhIINTATIOS 4. THE SYSTEM OETARM HEREIN iEIN Li G NOW AND DDS NOT PROVIDE N WRMATION FORASPECWX SITE, b FOR SDE ODN DrYMM DB:MW T FROM THE CONDITIONS DETAILED MOM, A LICENSED ENGINEER OR REGMEAW AP430TSU SHALL PREPARE SITE SPECIFIC ODC MISS FOR USE IN C DAIRWTON WITH THIS T DOCUNW. - qqq S. PERHIT HOLDER SHALL VMY THHE AOIQUACY OF THE EXIFFI G STRUCTURE TO WiTH6TAND IMPOSEDLOADS. WOW MOM (BY OTHERS) SHAU.BEANDIOR® PAOPERLYTO TRANSFER LOADS TO THE DE TNSYAU.ED UMNG STRUCMRALMULLTONS APPAOV®&Y OTHM (RUNDER g SEP6. ARATECi TIDN. Q 7. ALL EXTRUSIONS SHALL BE 6053-15 ALUMINAS ALLOY. UNLESS NOTED OTHERWISE Z E. F)ITERIDRSFAM OF PRAMS CORNERS, INSTALLATION SCREWS, AND GLAZING BEAD ENDS SHALLBE SFALW � WITH SIIIODNE. 9. ALL BOLTS & WASHM SHALL SEZTMC COATED STEEL, GALVANIZ®STSL, OR STAINLESS MM. WTTM A FQNDW TENSILE VI" STRENGTH OF 60 RS. 4 - 10. ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR RAT® AS PRESCRIBED IN THE FLORIDA BUILDING CODE. - U. EI. DUPONT DE NHIDURS & Coy INC. - SUTACITE PUB PFTERLAVER N.0.A.1P 11-111&93 13. E]. DUPDNT DE N94OUR5 &CQ, WC-SMWGLAS VnMAYI R ICDA.@ 11.BWA3 13. APPROVED FOR SMALL AND LARGE VMME VVALT APPLICATIONS. SEE GLASS TYPES FOR ANY RH3iRLC110NS - FL *15920.1 9 AV FULL ROtIND OCFAGON OPEN BOTTOM OVA' QUARTER ROUND CIRCLE SEGMENT ALLOWABLE SIZES & LOADS MAY BE DETERMINED BY I1USCRIBING AROCTECRIRAL OCTAGON SHAPES IN SQUARES OR RECTANGLES THAT DO NOT EXCEED SIZES ON PAGES 4/8 & 5/8. ARCHITECTURAL. SHAPES ARE LIMITED TO f 70 ftt MAX OPTPDYa u• Max. Fm A 7YPE A & C OR r -r 8" MAK FOR ANCMDA4 ANY. Tym 6 T-rT TYPICAL ELEVATION r DLO. WWM a WMDOW VOM -C DLD. tmom . WllmDOW LOW" -V FL #15920.1 1 12-a7M t—w---t }—L--! Noce: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY AS SHOWN ABOVE. i0SS HOST STRUTRU CTURE METAL STRUCTURES (STEEL OR ALUM. 3/B' MIN. THICK) r mm-- Fy. 36 KSI MIN. ALUM": 6D63 -T5 MIN. WOOD BUCK r j 9.x OR 2x WOOD ,.3 SLICK (OPTIONAL} '+,s�� NOT BY T.M. l 1 I/4" MAX SHIM A4ICIOR3 PER P•: �� ANCHOR SCHEDULE, SEE TYPICAL 4 o"NIZON ON T- SHAT 2/e PDR U O C SUHRFAHFAE LE APPLIED 7", a } O BED OF II MAX SHIM lx OR 2x WOOD SUCK -(OPTIONAL). NOT BY T.M. 1 TYPICAL SECTION "IVW - 1'-D" VERY SECT ANCHORS PER ANCHOR SCHEDULE SEE TYPICAL ELEVATION FOR SPACING WOOD BUCKS AND METAL SFRUCNRE NOT BYHM WINDOWS MUST SUSTAIN LOADS IMPOSED DY GLAZING SYSTEM AND TARNSPER THEM TOYME BUILDING STRUCTURE. TYPICAL ANCHORS: sEEH3EV.ONPAGE9J8aANCtOR 0 CHARTS FOR SPACING & QUAHTTIW 4' ^O La Y d R I 7YPE'A' -114" DTA. ULTRAODR Of UW Fy.39.5I5l) g j 7HRU UIY INTO CONORETE (2846 PSI MIN) OR GROUT r 0 ^ ! 13 I -w P TiSLOWm IMO )BETE oR m=ff PI m BLOC(. cl 11 7YPE'B'- 114' DIA. ULTRACON BY'ELCW O'U=377 LLSL � HW355KS0 F ry INTO MY WOOD SUCKS OR VMOD STRUCTURES (SW*2 G=ass MIN) 1d/2' MLN. PEA)ETRATTOP! WTO HWOOD i TYPE'C' -114-20 DIA. 0mw ""m mw (GRADE S MI9h (IawuD RSI. FY -90 H63). 8 f INTO METALSTRUCIURES (S PINCHES PASS HIE . . THREAD PLANE MINJ STEEL: W THK. M. - tl (:y-36 KSI H" MAMM- Iff TTHK. MHN. (6063-75 MIN) (STEEL IN CONTACTwITH ALUMINUM TO BE PLATED t . OP. PAIN=) - p am—"CE gg p j. MONCREWGRDUT FRIED BLOCK- 2-12" MIN. INTO WOOD STRUCTURE . 3" MOV. i INMETAL STRUCTURE . 3/4" MDL. 12-TMW-04 01 wleasxsr FL #15920.1 EDGE DST r SEE MULLION APPROVALS FOR20V WOOD BUCK r MULLION TYPE AND SCIS '+,s�� EINE OI6T P•: �� IN MAK SHIM l -IW MAX SHIM a ANCLORS PER �w Q�9d r ANCHOR SCHEDULE. ANCROAS PERANCHOR 4 /q f �� N ON SEETYPICAL ELLWATiDN ON •+ W . SHffT FOR �� FOR , J G SPACING • w0� s ' J l TYPICAL ANCHORS: sEEH3EV.ONPAGE9J8aANCtOR 0 CHARTS FOR SPACING & QUAHTTIW 4' ^O La Y d R I 7YPE'A' -114" DTA. ULTRAODR Of UW Fy.39.5I5l) g j 7HRU UIY INTO CONORETE (2846 PSI MIN) OR GROUT r 0 ^ ! 13 I -w P TiSLOWm IMO )BETE oR m=ff PI m BLOC(. cl 11 7YPE'B'- 114' DIA. ULTRACON BY'ELCW O'U=377 LLSL � HW355KS0 F ry INTO MY WOOD SUCKS OR VMOD STRUCTURES (SW*2 G=ass MIN) 1d/2' MLN. PEA)ETRATTOP! WTO HWOOD i TYPE'C' -114-20 DIA. 0mw ""m mw (GRADE S MI9h (IawuD RSI. FY -90 H63). 8 f INTO METALSTRUCIURES (S PINCHES PASS HIE . . THREAD PLANE MINJ STEEL: W THK. M. - tl (:y-36 KSI H" MAMM- Iff TTHK. MHN. (6063-75 MIN) (STEEL IN CONTACTwITH ALUMINUM TO BE PLATED t . OP. PAIN=) - p am—"CE gg p j. MONCREWGRDUT FRIED BLOCK- 2-12" MIN. INTO WOOD STRUCTURE . 3" MOV. i INMETAL STRUCTURE . 3/4" MDL. 12-TMW-04 01 wleasxsr FL #15920.1 s,. METAL STRUCTURES (STM OR ` Atm. 30. MIN -,ng STEEL ft- 36 KSI AUIMINU14: 606375 MIN. C •�---- L/9' MAIC SHIM 30Y OR �Y - 1/* MAIL SHIM - %FOOD M_!c ll4• MA% SHD9 "from 1x OA 7x WOOD OUCIt (OPTIONAL) � +O ''•., 9 r; -Q�L R�►: (7� I- .�.©oov>oo.0000.Q�Ioo�� 1— away ow Of SEALANT SPALW �t1 UUI ANpipAS PER I Him gg € pppLOlg pgs App _ ANCHOR HEDULLMAC= ANCHORS PER ANCHOR m l7 p SCHIDLLF. SEETYPA34L - LEVATM ON SHEETT:/0 SEE TYPICAL ELEVATION ON SHEET - SgiEME. SEE TMICAL MMMON ON SHEET z/6 - FOA SPAQIAG F R ?JB FOR SDAQNG O fL7A 5PAm1fG WL w I 3 g e 6 2GHOST . EMH{IOR 8 STRUCTURE $L— sag s � 1. D.40. 1 v —FRAME WIDTH -4 f§tAME �asssasAoo��vise�as �sa�ssssora�o�c�vAsas TYPICAL SECTION t' O 4 6.01' o• Halla SECT `� O d SCHEDULE "A">mewonr�mmcwr-ot�ts�ow�,u�wTo.,ova�ePr�al �Ao�noQov��vo�oo s,. ,<-11! 11 O$�$ Z 12–TM-04 m tW.VR:H No FL #15920.1 .�.©oov>oo.0000.Q�Ioo�� o Qo�oo�o �Q�000 �asssasAoo��vise�as �sa�ssssora�o�c�vAsas �Ao�noQov��vo�oo ©�� rsvv®vv cai:�o©ov �aso�©ao�orzc>.ossa� maso�rzoovo©�e�rssQ ��ssaswe�sor�rci c�aasas ��sasasovrs�"io�dsoQ ��Q si�i�asQsroroa�ssQsss s�asassso�Qc��ssasss � �osos�sovou�■�sasos �400Qorra�o Qor�r��orsQ �� :�QorA�v�A�oQc�r:��Qcya ��sas srv�ra�as�sss. ©issas�sovovssasss >�asses� sovo�alre�r�aas ��ssa�a■��iisovAMEimmm sas m.�o.oso��3�QQava�II�d masasassavo�sew�ssas ��asasi>QvovQsssaQ m sasasAsosasssas �e��ssaso�Qvos�sss mao�rsieso�ci��sa��ss, ossa(sasov(a�ssss�■s�, moQs�a.��io{v�sos�vQv� �a�vv ,<-11! 11 O$�$ Z 12–TM-04 m tW.VR:H No FL #15920.1 GLASS TYPES 646 SIRA= pita MATERIAL SCHEDULE A96 BUTACM PM REM PART .046 BUTAC M PO MATERIAL MANUF./SUPMJM/REMAW igTERIAYER O.WS• OU/AW/NfAM UTRUM t sm-TB varl AVER 2 U-928 twn'3U M - An so DTTERWYER %" AM WAN 3k*ANN, IW ANN Y: N.S. V: H.S. 3a*". %or H.S. SEAUN'T K• SEALANT W DEpTN MIN. CM; DEPTH NIH. (TVP.) 5065-U SEALANTW DEPM MIN. (TVP.) S 0.570- SAM 0 901ND SND AND O.t6T- r -SAT SeU.ANr36 DEPTH MDV. i+rrF ) ULTWAB SETTING BUCK �g $ }u AT%PODPIS C'4F� SErIm M= AT V4 POINTS RONAATE0 OLM 01ARM WAD J� }n �qm SETTWG BLM AT VA POAWS VINYL SND - 0.27QY gi SETRNG BLOCK -. AT%POINTS S (2) A N I on icRm AT DWN TRN4 OORME2. SAE co Z SIM FOR 2ECTAN61 m w mR swu ONLY s SENT SEALER ACRYLIC S HM-14MMMEAO 1 - - 1 A90 BUfAC�TepUB V: ANN. .DW BDTAME PVB 33s". NS. r OMIDNLL 6tl8iXCE AM= MINIM 6065-T6 DTTERIAYEIi )S° ANN. X: ADI SPACE U ERLAY6t 3ie' Hs. � AIR SPACE AMD SGP DOTERIAYER M A160o1 Ir DIBOINfl 2' WN0 AT MAY ANC1162 UMM (TTP.) Sl32 M At MMM M SGP Dno"YER 5/10° XL E= MAW SAWN °ANN. ATL SIM iG` N.S. Y.• Hs. Y.• N.S. W TEND M- TEMP FORM DEAL Pre 31 - SMMM{M SAL 8mm Iff DEPTH 1 OEpTH i SFJMAVr o DEPT" MAY (NPP. sEALANrjji- DEPTH MIN. (TVP.) SETTING SLDCK. ATV/pDIMS SETTING SLOW ATPOlNiS� ro pu SETTWG BLI�IC AT Y. pDWiTim pptt semi, SLOCIC ATI. PDRDS m .® <@>� • ONLY APPROVED FOR LARGE MISSILE IMPACT FL #15920.1 MATERIAL SCHEDULE REM PART Drsc; PTION MATERIAL MANUF./SUPMJM/REMAW t NMI O.WS• OU/AW/NfAM UTRUM t sm-TB 2 U-928 I/C 01A55 ow M I- OLM 6065 -TB $ TM -377 I/6- M.M MW ION P/IN- 6k56 6a65 -T6 4 - OAW SUP C9PER 5065-U S 0.570- SAM 0 901ND SND AND O.t6T- r -SAT TPE PMVWnM IN 6/I8- 91A65 ULTWAB B =m lwm a" - 0.1 -o RONAATE0 OLM 01ARM WAD AME6DU2T T S20II VINYL SND - 0.27QY T/Is ANO 9/16 SAM DIAZW MO ANUM M S (2) A N I on icRm AT DWN TRN4 OORME2. SAE co Z SIM FOR 2ECTAN61 m w mR swu ONLY s SENT SEALER ACRYLIC S HM-14MMMEAO 1 - - 1 SUTM SOCIt I- Low AT 1/4 Fam NISI one" 911M 7 - OMIDNLL 6tl8iXCE AM= MINIM 6065-T6 T RAPID SIMM" Stm, DTRDCRIRLL SLCM MASTOMEW AMMSNE W VZMFMIYE PUMMMIM WIEWKS 1 - M A160o1 Ir DIBOINfl 2' WN0 AT MAY ANC1162 UMM (TTP.) Sl32 M At MMM 5/10° XL E= MAW SAWN SEA*a= SIM ATL SIM 11/30-70. WK GLASS WACQI SYADIIE66 51M ALL MEAL FORM DEAL Pre 31 - SMMM{M SAL 8mm • ONLY APPROVED FOR LARGE MISSILE IMPACT FL #15920.1 9 3 -9A33�� lA vn�ar sites Worm WHEN "THIS EXFMOON s 0.420 - D 270 171 0.025o O� o 10 0;60eyn 0.07 T 0.0300.0,* T- 0.0 J— b 187 0080 0.080 v 1Ntr 0 0 0 0.129 1 1.139 o.osaT O 4 1.000 12 NOTE: EXTRUSIONS NOT TO SCALE. e FL *15920.1 I 1.2 -TM -04 I 9 I � 0.031 Lc' a a ~ o 0 o.oss Q 0.095 .;3.050 n a m —fry O 1 1.139 o.osaT O 4 1.000 12 NOTE: EXTRUSIONS NOT TO SCALE. e FL *15920.1 I 1.2 -TM -04 I 9 d.Va�N�On SEAM SEAL MAY HAVE TO BE REAPPLIED IN THE FIEIA BEFORE INSTALLATION OF WMMM, INSPEQALLJOWn TO ENSURE A PROPER SEAL FL #15920.1 M 1" GRADE 2 SP19 (FOR 90" CORKERS ONLY) WN i Aluminum Picture Window/Fixed Lite Architectural WfinGUardo Series PW701/AR701 sk, > NOTES AND ADDITIONAL -PRICING Frame 1. Nail fin - add $2 per square foot 2. Premium frame colors are clear anodize and Etema® Finish Glass 3. H/H option - add HITMP price 4. Laminated insulating glass make-up is 3116" HS/air/3/16• ann -.090 - 3/16° HS • Outboard lite is monolithic / Lam is always inboard •Argon gas - add $7 list per lite • All lites HS option- add HS1rMP price • Safety glazing requires tempered outboard lite - specify when ordering - at no additional charge • Double tints are NIA on LIG • Low -E options below: - Only available with LIG • LWE (hard coat) - add Low -E up charge to LIG option price • LEH (soft coat) - add Low -E up charge to LIG option price -124 (soft coat with grayish appearance) - add Low -E plus LIG plus tinted base price column • Meets turtle code specifications Colonial Muntfns 5. Double applied ogee muntins: ogee outside/flat bar inside • use the double applied colonial price plus 10% • for premium finish, use the premium finish muntin column plus 10% • see colonial configurations for pricing on applicable shapes 6. Premium frame color with CIG, use colonial insulating glass column Miscellaneous 7. Stainless steel package - add $7 list ■ Only required on Half Circles, Quarter Circles, Geometric Series, Full Circle, and Fans STERNA® Finish 8. Finishes available: Acacia, Cherry, Light Oak, Dark Oak, Dark Walnut 9. Muntin options are double applied ogee: ogee outside/flatbar inside and colonial insulating 10. Plastic parts and colonial insulating muntins will be in bronze to compliment wood coloring 11. Color restoration system is available. Two paint shade pens per stain color 4-2 august soon • 1 MIAMI•QADE MIAMI -DADS COUNTY 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 (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.iiamidade.tiov/pera/ T. M. Windows, LLC. 601 N.W.12'' Ave. Pompano Beach, FL 33069 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 "605 " Single Hung Aluminum Window (reinforced) APPROVAL DOCUMENT: Drawing No. W06-34 Rev E., titled "Series 605 Aluminum Single Hung WDW.(LMI) ", sheets 1 through 7 of 7, prepared by Al Farooq Corp., dated 04-24-06 and Iast revised on APR 25, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Exception: Glass type I (sheet 4) is not approved for Small Missile Impact Rating & shall not be installed above 30' above the grade. 2. See Design Pressure Ratings size VS glass type and reinforcement type in sheet 2. All United installed with optional Fin -mount are limited to max Dp = +/- 61.0 psf. LABELING: Each unit shall'bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein, RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA.revises & renews NOA 0 09-0604.24 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. r IAMI-DADS Oufvrr NOA No 12-0213.05 . , Expiration Date: July 05, 2017 411 1/Approval Date: May 03, 2012 %i t Page 1 T. M. Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer"s die drawings and sections (transferred from file # 09-0604.24) 2. Drawing No. W06-34 Rev E., titled "Series 605 Aluminum Single Hung WDW.(LMI) ", sheets 1 through 7 of 7, prepared by Al-Farooq Corp., dated 04-24-06 and last revised on APR 25, 2012, signed and sealed by Javad Ahm4d, P.E. B. TESTS (transferred from file # 09-0604.24) 1. Test report on 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Large Missile Impact Test, TAS 201-94 4) Cyclic Loading Test, per TAS 203-94 along with installation diagram of an aluminum Single Hung window, prepared by Fenestration Testing Laboratory Inc., Test Report No. FTL-5439 dated 12-10-07 and FTL-5742 dated 01- 22-09, both signed and sealed by Michael S. Wenzel, P.E. 2. Test report on (Transferred from file # 07-0404.04) 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94 4) Large Missile Impact Test, TAS 201-94 5) Cyclic Loading Test, per TAS 203-94 along with installation diagram of an alum Single Hung window, prepared by Fenestration Testing Lab Inc., Test Report No. FTL-3975 dated 10-22-03, FTL-3755 dated 03-24-03 and FTL-4514 dated 01-25-05, all signed and sealed by Edmundo Largaespada, P.E. 3. Additional test report No. CTLA-416W dated 04-11-00 issued by Certified Testing lab w/ addendum. letter Jan 22, 2002, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor Verification calculations complying w/ FBC 2010, prepared by AL-Farooq Corp., dated JAN 18, 2012, signed &sealed by Javad Ahmad, P.E. 2. Anchor Verification Calculations & comparative analysis complying w/ FBC 2007, prepared by AL-Farooq Corp. , dtd 05-15-09, signed &sealed by Arshad Viqar, P.E. (filc#09-0604.24). 3. Glazing complies w/ ASTME-1300-02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/16. 2. Notice of Acceptance No.12-0130.01, issued to Cytec Industries Inc. for "Uvekol S laminated glass interlayer ", expiring on 02/08/2014. F. STATEMENTS 1. Statement letter of conformance FBC 2010 and letter of no. financial interest, prepared by Al- Farooq Corporation, 01/13/12, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest, prepared by Al- Farooq Corporation, dated 05/28/9, signed and sealed by Arshad Viqar, P.E. (file # 09-0604.24) 3. Lab compliance as part of the above referenced test report G. OTHER 1. This NOA revises & renews NOA # 09-0604.24, expiring on April 21, 2016. 2. Test proposal # 07-3765 approved by BCCO dated Feb. 020 2 07. I ifs aq L Chanda, P.E. Product Control Examiner NOA No 12-0213.05 Expiration Date: July 05, 2017 Approval Date: May 03, 2012 E-1 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 605 ALUMINUM SINGLE HUNG WINDQIV DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DARE 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 ZONE (HVHZ). TBY OR 20Y 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. Y.L W V. \YLIY I/ 50 1/8' VEM WIDTH TYPICAL ELEVATION EQUAL LITES (SEE DESIGN CAPACITY CHART) 53 1/8' TYPICAL ELEVATION WITH OPTIONAL FIN EQUAL LITES (LIMIT DESIGN CAPACITY TO 161.0 PSF MAX.) O.L.O. WIDTH (FIXED) WINDOW WIDTH - 4.875" D.L.Q. WIDTH (VENT) WINDOW WIDTH - 5.375" D.L.O. HEIGHT = WINDOW HEIGHT/2 - 4.5" LAMINATED GLASS INSUL. LAM. GLASS LARGE MISSILE IMPACT Mae Engr: JAV R AHE ffi � o CA.. t57jr92 drawing W069 34 AP 5 2012 ( ) NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB t se eNSOeI4b11Rt. Awk%Cmm -off' Cemt� DESIGN LOAD CAPACITY - PSF (WITH STEEL REINFORCING) WINDOW DIMS. GLAW TYPE 'F' WM HEIGHT EXT.(+) I 1NT.(-) DESIGN LOAD CAPACITY - PSP (WITH ALUMINUM REWFORCING) 28" (4) 80.0 115.0 80,0 115.0 80.0 115.0 80.0 115.0 19-1/8' 26-1/2'-3 37" 53-1/8" WINDOW DIMS. LASS TYPE 'C' GLASS TYPES D' & 'E" GLASS TYPE 'F'GLASS TYPE 'G' LASS TYPE 'H GLASS TYPE '1' GLASS TYPE 'J' VADTH HEIGHT EXT.(+) INT.(-) EXT.(+) 1NT.(-) EXT.(+) IM.(-) EXT.(+) INT.(-) EXT.(+) IW.(-) EXT.(+) 1NT.(-) EXT.(+) 1NL(-) 19-1/8' 80.0 115.0 70.0 70.0 61.0 61A 50.0 80.0 80.0 80-0 80.0 80.0 80.0 80.0 80.0 80.0 26-1/2• �„ 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80A 80.0 80.0 80.0 80.0 80.0 80.0 37' (4) 70.0 70.0 61.0 61A 80.0 80.0 80.0 110.0 80.0 80.0 80.0 80.0 80.0 80.0 53-1/8' 84- 8 70.0 70.0 61.0 aim 80.0 60.0 80.0 80.0 80.0 80.0 no 60.0 60.0 80.0 19-1/8' 70.0 70.0 81.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 26-1/Z• 38-3/8" 70.0 70.0 B1A 81.0 80.0 80.0 80.0 &1A 110.0 80.0 80.0 80.0 804 80.0 37' (4) 70.0 70.0 61.0 614 80.0 80.0 80.0 60-0 80.0 80.0 80.0 80.0 80.0 80.0 53-1/8'1 70.0 70.0 61.0 1 61.0 80.0 80.0 80.0 80.0 BOA I 80.0 F Boo 80.0 s0A 80.0 19-1/8' 70.0 70.0 81.0 61.0 80.0 80.0 80.0 80.0 SOA B0.0 60.0 80.0 80.0 80.0 26-1/2° 50-5/8` 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80A 80.0 80.0 80.0 80.0 804 80.0 70.0 70.0 61.0 61-0 80.0 80.0 80.0 s0.0 80.0 80.0 80.0 80.0 804 so 53-1/8" 70.0 70.0 61.0 61.0 80.0 80.0 60.0 8o o 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8" 70.0 70.0 61.0 61.0 80.0 50.0 80.0 no Boo 80.0 89.0 80.0 80.0 60.0 26-1/2' S6-5/6. 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 37° (6) 70.0 70.0 61.0 61.0 B0.0 80.0 Sox ao o s0A 80.0 s0A 80.0 80.0 80.0 6.1'-1/8' 70.0 70.0 61.0 61.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 SOA 80.0 19-1/8' 70.0 70.0 61.0 61.0 80A 80.0 80.0 80.0 80.0 80.0 80.0 80.0 S0.0 Bob 26-1/2° 63. 70.0 70.0 61.0 61.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80-0 80.0 37' (6) 1 70.0 61.0 61.0 no 80.0 80.0 BOA 80A 80.0 80.0 80.0 80.0 80A 53-1/8' 70.0 70-0 61.0 61.0 80.0 60.0 80.0 110-0 80.0 80.0 80.0 80.0 8D.0 80.0 19-1/11° 70.0 70.0 61.0 61.0 804 80.0 So.O s0.0 80.0 BOA 80.0 80.0 110.0 80.0 26-1/2° 72. 7o.0 70.0 61.0 et.o eo.o BO.o 80.0 80.0 110.0 e0.0 no 80.0 80.080.0 37° (7) 70.0 70.0 51.0 61.0 80.0 60.0 SO.o Sao 80.0 BOA 80.0 80.0 80.0 80.0 53-1/8' - - 61.0 61.0 - - 80.0 80.0 80.0 80.0 782 78.2 80.0 Bob 19-1/8" 70.0 70A 61.0 61.0 80.0 80.0 89.0 110.0 80.0 80.0 110.0 80.0 no SOA 26-1/2' 76-3/4' 70'0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 110.0 80.0 37' (7) 70.0 70.0 61.0 614 80.0 80.0 80.0 80.0 60.0 s0.0 80.0 80.0 80.0 80.0 53-1/8" - - 61.9 61.0 - - 1 77.6 1 77.6 80.0 60.0 748 745 80.0 80.0 24• 70.0 70.0 61.0 61.0 80.0 80.0 1 80.0 1 80.0 80.0 80.0 804 80.0 80.0 80.0 .1" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 SILO 80.0 80.0 80.0 80.0 no 1' �, 70.0 X. o- 61.0- 61.0 80.0 80.0 80.0 80.0 89.0 80.0 80.0 80.0 no 60.0 42' (S) .0 61.0 61.0 80.0 50-0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48" .0 61 A 61.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 80.0 80.0 80.0 54" .0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 24' .0 61.0 61-0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 Bao 60.0 30' C70.O7 0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 Sao 36'1. .0 81.0 61.0 80.0 So.() 80.0 Bo.O 80.0 80.0 80.0 80.0 BO.o BOA 42' .0 81.0 61.0 80.0 60.0 80.0 804 80.0 80.0 80.0 80.0 80A 80.0 48° .0 51.0 61.0 80.0 Bao 80.0 80.0 80.0 BOA 80.0 1A.0 no 80.0 54" 0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 24" 70.0 70.0 61.0 61.0 80.0 80.0 110.0 80.0 80.0 80.0 no 80.0 80.0 80.0 M. 70.0 70.0 61.0 81.0 80.0 80.0 80.0 80.0 60.0 8a0 80.0 ✓ 0.0 80.0 60.0 38' 1. 70.0 70.0 61.0 61A 80.0 80.0 80.0 BO.o 80.0 80.0 80.0 80.0 1 80.0 80.0 42•(7 70.0 70.0 61-0 61A 80.0 69.0 BOA 80.0 80.0 80.0 80.0 80.0 1 80.0 80.0 48' - - 61.0 61.0 - - 80.0 1 80.0 80.0 80.0 80.0 804 80.0 80.0 64" - - 81.0 61.0 79.1 79.1 79.1 79.1 76.8 76.8 78.4 78.4 24' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 50.0 80.0 80.0 80.0 80.0 30' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 8D.0 80.0 80.0 80.0 80.0 s0A eo.0 JB° - 61.0 514 - - 80.0 80.0 80.0 80.0 so. 0 80.0 so .0 80.0 42' (11) - - 61.0 61.0 - - 80.0 80A 80.0 80.0 80.0 80.0 80.0 B0.0 48° - - 61.0 61.0 - - 80.0 80.0 80.0 80.0 1 77.5 77.5 1 80.0 80.0 ( ) NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB t se eNSOeI4b11Rt. Awk%Cmm -off' Cemt� DESIGN LOAD CAPACITY - PSF (WITH STEEL REINFORCING) WINDOW DIMS. GLAW TYPE 'F' WM HEIGHT EXT.(+) I 1NT.(-) 19-1/B` 26-1/2• 37• 53-1/8' 28" (4) 80.0 115.0 80,0 115.0 80.0 115.0 80.0 115.0 19-1/8' 26-1/2'-3 37" 53-1/8" JB" (4} 60.0 115.0 80.0 115.0 80.0 115.0 80.0 115,0 19-1/8' 26-1/2" S7°(6) 53-1/8' 50-5/8. 80.0 115.0 80.0 115.0 60.0 115.0 60.0 115.0 19-1/8° 28-1/2'56-s/8• .1. 53-1/8° (6) 80.0 115.0 80.0 115.0 80.0 113.0 80.0 115.0 19-1/8' 28-1/2' 37" 53-1/8° 83" (6) 804 115.0 80.0 115.0 80.0 115.0 80.0 115.0 19-1/8' 26-1/2" 37" 72° m 80.0 115.0 80.0 115.0 80.0 115.0 19-1/8` 26-1/2'6-3/4° 37' 7 (7) 804 115.0 BOA 115.0 804 115.0 24• 30" 36' 42' 46' 54" 80.0 115.0 80.0 115.0 80.0 115.0 80.0 113.0 80.0 115.0 80-0 115.0 24' 30" i 1" (6) 80.0 115.0 80.0 115.0 80.0 11S.O 80-0 115.0 804150 50.0 115.0 24° 30' 36" 42' 72' (7) 80.0 115.0 80.0 115.0 80.0 113.0 80.0 115.0 24' 30` 84- 8 FSOJO 115.0 80.0 11 so ( ) NO. IN PARENTHESIS ION ' $ NO. OF ANCHORS PER JAMB NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASEO ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 25 2012 �v z 9£ Q G OS � oao 0,6NE �; 41 (I.Zq- 6 r k� M Vl a � � 3 4 ON I C3, - X30ko z� I�-0a r- arawing no. W06-34 1/8" ANN, GLASS 120" INTERLAYER ANN. CLASS UVEKOL-UQ RESIN 1/4' AIR SPACE """ANNGLASS MNE 1/$' ANN. GLASS SILICONE SILICONE t CORNING 995 i00W CORNING 995 GLASS TYPE 'C' ANN. GLASS 3/18' ANN. CLASS -.120" WTERLAYER 090" INTERLAYER UVEKOL-UQ RESIN SAFLEX DIG PVB BY SOLUTIA ANN. GLASS 3/16" ANN. GLASS ANN. CLASS 1/8" HEAT STREN'D GLASS 1/4' AIR SPACE .090" INTERLAYER MNE 1/$' ANN. GLASS SAFLEX RIG PVB BY SDuma SILICONE t CORNING 995 2E DOW CORNING 995 GLASS END GLASS rt/S* SILICONE rl/8"T AE � 7o n )'GE RGS7700 is ! io n I! is P i. GLASS TYPE 'D' GLASS TYPE 'E' ' 1/8" ANN. GLASS ANN. CLASS 1/8" HEAT STREN'D GLASS 1/4' AIR SPACE .090" INTERLAYER .090" INTERLAYER 1/$' ANN. GLASS SAFLEX RIG PVB BY SDuma SAFLEX DIG PVB BY SOLUM 090" INTERLAYER SAFLEX mG PVB BY 'SDLU`rW GLASS END GLASS rt/S* SILICONE rl/8"T AE � SILICONE )'GE RGS7700 SRGS7700 wo \\\`IJ'III�% \\\�� \\\`1IIVj'I� r m GLASS TYPE 'GGLASS RSS T E 'H' " GLASS TYPE 'I' THIS CLASS TYPE ONLY FOR LARGE MISSR.E IMPACT USE. NOT OUAUFTEO FOR SMALL MISSILE IMPACT AREAS, GLAZING OPTIONS HEAT SrREN'D GLASS —.120' INTERLAYER UVEKOL—LIO RESIN 3/16" HEAT STREWD GLASS SILICONE FDOW CORNING 99S g\t F GLASS TYPE 1/0' TEMP. GLASS 1/4' ADR SPACE 1/8' HEAT STREN'D GLASS .090" INTERLAYER SAFLEX RIG PVB BY 'SOLUTIA' I/a- HEAT 1 SILICONE AGE RG57700 N'D GLASS 5 GLASS TYPE 'd' PR 2 5 llama �4 Ow M4. m z 01 � I Q � � a O „1 Q 03 g'3 WIN n to � aUa 0NW 1 ppm � Z p $za W �ma v r droving no. W06-34 sheet 3 of 7 TYPICAL ANCHORS SEE ELEV. FOR SPACINC ILLUSTRATIVE DTLS. ONLY EXT. OR WT. FINISHES NOT IiY TM WINDOW SEE SHEET 2 Ee 9 R SPACING d. METAL MUtMI-DADE COUNTY APPROVED �1 STRUCTURE MULUON & MULLION ANCHORS tD SEE SEPARATE NOA Z EDGE NST. E I r DIST. 0 EDGE DIST. N I Q d, TYPICAL. ANCHORS TYPICAL ANCHORS a \ TYPICAL ANCHORS - SEE ELEV. FOR SPACING SEE ELEV. FORSEE ELEV. SPACWO v Q Q O WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWSFOR SPACING fl p°T� ago MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM a L4 3 AND TRANSFER THEM TO THE BUILDING STRUCTURE. LL03.r TYPICAL ANCHORS: SEE a". FDR sPACNo R b 1/4" DIA_ TAPCON BY 'RW' (F"120 KSI. Fy-92 KSI) 0 1/4" DIA. ULTRACON BY 'ELCO' (Fw177 IM F).155 KSI) ep OPTIONAL TO INTO 20Y WOOD BUCKS OR WOOD STRUCTURES SPRING LATCH I T ICAL ELEv. roR SEEsSPACING --� r dr ew n0. FRAME WITH FIN OPTION W06-34 (LIMIT DESIGN CAPACITY TO 161.0 PSF MAX.) PR 2 6 P012 sheat 4 of 7 1-1/2 MIN. PENETRATION INTO WOOD THRU 1 B BUCKS INTO CONC. OR MASONRY rn y 1-1/4' MIN. EMBED INTO CONC. OR MASONRY M DIRECTLY INTO CONC. OR MASONRY „ M 1-1/4' MIN. EMBED INTO CONC. OR MASONRY 1 �p�y{yam 2 pyioew6i>tiMi111111c 014 SMS OR c__LFDRI I IN SCREWS (GRADE z CRS) INTO METAL STRUCTURES�v a & YB , STEEL� : 12 GA.1/ MIN. (Fy a 36 KSI MW.) Z m P J3— Z ALUMINUM ALUMWUM 1/8" THK. MIN. (6063-T5 MIN.) Z n (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) + 3, a5 0. 4912 SMS OR (GRADE 2 CRS) �? ... a INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8' THK. MW.) 1- (NO SHIM SPACE) O 11 TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE =1" M. W/2" INTO METAL STRUCTURE - 1 MW. c CONCRETE AT HEAD. SILL OR JAMBS Nc a 3000 PSI MIN, C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MW. hill SEALANTS' 11 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. c m WEEPHOLES: C m ' g U O w W1 = 1/2" LONG NOTCH AT EACH END OF INTERIOR LEG o 8 W2 = 7/8' LONG NOTCH AT EACH END OF EXTERIOR LEG g EW. JAVAD AHM D a ALTERNATE FRAME 3ILT IVIL - FLA. PE U70592 c.A.N. 3I35 T ICAL ELEv. roR SEEsSPACING --� r dr ew n0. FRAME WITH FIN OPTION W06-34 (LIMIT DESIGN CAPACITY TO 161.0 PSF MAX.) PR 2 6 P012 sheat 4 of 7 VENT WIDTH [4'Bdf PART B QT°Y. D&8CRIPTION MATERIAL MANF./SOPPI9RR/REMARXS O 1/4' MAX I 6W-38783 1 FRAME HERO 8083 -TB - D.L. OPG. ��S 2 GW -37731 1 FRAME SRL (4` HIGH) 8083-T8 - mo 1/4' MAX. ?A BA -3608 1 FRAME SILL (3' HXRQ 6063 -TB - z ap 3 SHIM 18 8 13 18 1 TYPICAL ANCHORS 3 GW -31448 2 FRMS JAMB 6083 -TB - O zd METAL 7 STRUCTURE 18 SEE ELEV. FDR SPACING 4 S GW -38708 GW -38885 1 1 MEETING RAIL VENT TOP RAIL 8069-T8 8083-78 - - v > 6 GW -37730 t VENT BottoN RAIL (a• SILL) 8063 -TB - $ _._.__._._._._._._._._._. _._._._._._._._._._._._._, _________ _ _________ o•. 84 GW -97959 1 VENT 80ttON RAIL {3` SiiJa 6083-T6 - OCo a 7 GW -31194 2 VENT JAMB STO.E 8089 -TB - P 8 GW -31470 2 VENT 5roP 8083 -TS - �qqq TYPICAL ANCHORS W SEE ELEV. _____-___� 3.042 i IJj �1.a2s 1.425 800 438 L �.OBz O �'lell 1 S80 .0827 I .062 2.800 .062- 082 27 1.000 1 Z 0 P 3.089 3.718 wt aaa a 1.092 3.168 Q FRAME HEADTT I.. 1.406 3.097 0 NAIL FIN (HEAD) MTG RAILei REIN ORCINt STEEL .622 .5m .500 ao MTG. RAIL REINFORCINGS .045 5 ALUMINUM a a 0.3 It g 26--I Q FRAME JAMB L000 3.340 .ora 2.,90 750 ,.-�. ql 1.688 2.188 trio .365 68a .040 ,.,88 9B .802 .56,.5100 LL zz � J a lu .938 .062 - O FIXED 1.375 MEETING RAIL Q VENT STOP ® 2.800 NAIL FIN (JAMB) O TOP RAIL REINFORCING STEEL O TOP RAIL REINFORCING ALUMINUM .183 9C .940 '040 � I .923 •di n y, +aj _. Q O 1.188-^] 082 .082 3.277 y1324 1 �e9 41.375-3.199 .082 1.750 2.:501.374 2.soo 1.214 GLAZING BEADS 40 O QQ�gg �a Os VENT TOP RAIL Ui SASH SIDE PAIL ® LATCH LOCK Amkwjwp�q� l+iMsils}4�p O NAIL FIN (SILL) 2.202 3.245 r =�! �� .�) p C .9971 2.202 3.248 887 .062 c Wad ppqq 3.927 4.347 3.439 3.812 4.312 F3.E70 •062 2.830 m o m o 'o o w 062z.9sa .062 tfwaD F 7 _0682 d -U- .684 I .684lid I C F--3.141 I --3.141 -i 1.375 drawing no. F -1.375 O VENT BOTTOM RAILS O FRAME SILLS NATE. EITKR Stu CAN 8E USED ® APR '2 b, 201 W06-34 sheat 6 of 7 27 4% m Z J �////V�l"y\ E g a goo J OO. U It 04 < vo a I cy Me 8 aO VENT TOP CORNER V fe FRAME TOP CORNER 5c a ® $ m tt: C; l=Lod ==-, € p N d! C 0 0 0 W O � I VENT BOTTOM CORNE" .AV 1 .,FIAPE. 70992 zt cue. �9ie k droving no. FRAME BOTTOM CORNR X106-34 APR 22012 sheet 7 of 7 Florida Departmentq Busines(), Professi I Regulation tlWJ1www 7,d,.a Wppr/gr W +ddA*9?pw=fm wGEWQ . i A 4 1 . W Rig pdPp��ipr aaouTgp o�A�ao,lwl�Rar{5 G35rnCT4e - «� Approvaill Product Approval Menu > Prod4xt or Aop&atmn Search > App=ipn Ust > AppOcadw DeW FL # FL16132 Application Type New Code Version 2010 Application Status Approved Comments Archived Product Manufacturer T M Windows LLC Address/Phone/Email 601 nw 12 ave pompano beach, FL 33069 (954)781-4430 smeUger@UnwindOW. om Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Address/Phone/Emali Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Casement Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Florida Ucense PE -0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Keith E. Lorinos, PE Validation Checklist - Hardcopy Received Certificate of independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL16132 RO COI Finandal.pdf Standard YAW TAS 201 1994 TAS 202 1994 TAS 203 1944 of 2 7/29/2013 1:22 PM lori& Build ng Code Offline Product Approval Method ht1p://www.floridabuilding.flrg/pr/pr_appdtl.aspx?pararIr=wGEVXQ... Method 1 Option D Date Submitted 12/21/2012 Date Validated 12/21/2012 Date Pending FBC Approval 12/26/2012 Date Approved 02/04/2013 Summary of Products 1 FL # I Model, Number or Name Description 16132.1 Series 525 Casement Window Aluminum Casement Window Large and Small Missile Impact Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16132 RO II Dwcl.pdf Approved for use outside HVHZ: Yes Verifled By: Frank L. Bennardo P.E. PE -0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/-75 Evaluation Reports Other: FL16132 RO AE Eval.pdf Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street. Tallahassee Fl- 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Under Florida law, email addresses are public records. If you do not want your e -man address released in response to a public-reaords request. do not serve electronic man to this entity. Ltslead, contact the office by phone or by traditional mail. S you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address 8 they have one. The ema(Is provided may be used for official communication with the licensee. However eman addresses are public record. N you do not wish to supply a personal address prase provide the Department with an email address which an be made available to the pubes. To determine 6 you are a licensee under Chapter 455, F.S., plem click )fir _. Product Approval Accepts: MI a®" credNz"'V E of 2 7/29/2013 1:22 FM TM WINDOW & DOOR SERIES 525 ALUMINUM CASEMENT WINDOW LARGE AND SMALL MISSILE IMPACT RESISTANT L. * : - No. GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201 / t e 202 1203 & ASTM E1300-09 STANDARDS. (� 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND J LOAD DURATION FACTOR Cd -1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. J 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A TOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE SPECIFIC LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE 2010 FLORIDA O ; d BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL TO THE POSITIVE O O a OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS SEATED H Q d 4. THE SYSTEM DETAILED HEREIN 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. Q FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER DR D REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS Z j R DOCUMENT. S. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND Q SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. �y i ... 4 6. MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER j;(� < SEPARATE CERTIFICATION. I q (� 7. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. Ir 8. EXTERIOR SEAM OF FRAME CORNERS, INSTALLATION SCREWS, AND GLAZING BEAD ENDS SHALL BE SEALED WITH SILICONE. 9. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL.., OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. 10. ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING CODE 11. E.I. DUPONT DE NEMOURS & CO., INC. - BUTACITE PVB INTERLAYER N.OA.# 11-1118.03 12. SOLUTIA, INC. - SAFLEX PVB INTERLAYER N.OA.# 11-1102.11 13. APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. SEE GLASS TYPES FOR ANY a RESTRICTIONS g �q AMERICAN TEST LAS OF SOUTH FLORIDA REPORT NUMBER 1213.01-12 12-TMW-07 COVER 81�T FL #16132.1 8 1/4' MAX. FOR ANCHORS TYPE w 16 1/2" MAX. 6" MAX FROM FOR ANCHORS ANY JOINT OR TYPE 'A",'C,'0' CORNER (M.) f—� 6' MAX FROM ANY JOINT OR CORNER M?.) SURFACE APPS tFn f/ FALSE MUNTINS �j `- - r I OPTIONAL ::..�� OamO� I ii I, {—FRAME WIDTH—f TYPICAL ELEVATION O.LO. WIDTH -WINDOW WIDTH -4 )e' D.LO. LENGTH - W . LENGTH -4%- 8 1/4' MAX. FOR ANCHORS TYPE'S" 16 1/2' MAX. 6' MAX FROM FOR ANCHORS ANY JOINT OR 6" MAX FROM TYPE -A!, -C, 'O" CORNER (TYP.) ANY JOINT OR CORNER (TYP.) SURFACE APPLIED FALSE MUNTINS OPTIONAL 4 � 77}j}j SEE SEPARATE APPROVAL ALUMINUM p ___ MULLION ! CONTIGUOUS IDDOWS ALLOW �r1iHlgt Ww111� AYYI(UV— '--i ALUMINUM MULLION IS USED * NO 4,, 4, ',•,Fs` �ORIDA s�� LEO TYPICAL ELEVATION - MULTIPLE WINDOW INSTALLATION D.L.O. WIDTH - WINDOW WIDTH -4 W D.LO. LENGTH - WINDOW LENGTH -4 %' FL #16132.1 4aox 9 12-TMW-U% A EXISTING HOST METAL STRUCTURES (STEEL.. OR ALUM. 1/8' MIN. THICK) STEEL: Ty= 36 KSI MIN. ALUMINUM: 6063 -TS MIN. E I. OR 2x WOOD BUCK (OPTIONAL). NOT BY T.M. 1/4' MAX SHIM ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2(8 FOR SPACING IEW HEADS ALANT (TYP.) )OD BUCK NOT BY T.M. -EWSTING HOST STRUCTURE 1 TYPICAL SECTION 3 6'-1'-0' VERT SECT DIST ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION FOR SPACING MAX SHIM WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEE MULLION APPROVALS FOR 1MULLION TYPE AND SIZE. +EDGE DIST 4' MAX SHIM ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING WOOD BUCi P MAX SHIM ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING TYPICAL ANCHORS: SEE ELEV. ON PAGE 2/8&ANCHOR CHARTS FOR SPACING & QUANTITY TYPE 'A'- 11/4" DIA. ULTRACON BY'ELCO' (Fu=177 KSI, Fy=155 KSI) THRU IBY INTO CONCRETE (2846 PSI MIDI) OR GROUT FILLED BLOCK (ASTM C90) 1-3/4' MIN. EMBED INTO CONCRETE OR GROUT FILLED BLOCK. TYPE 'B' - 1/4^ DIA. ULTRACON BY'ELCO' (FU -177 KSI, FY -155 KSI) INTO 20Y WOOD BUCKS OR WOOD STRUCTURES (SYP*2 G=0.55 MIN) 1-112' MIN. PENETRATION IMO WOOD TYPE 'C - 1/4-20 DIA. SHEET METAL SCREW (GRADE 5 MIN) (FU=120 KSI, Fy=90 KSI) INTO METAL STRUCTURES (S PINCHES PASS THE THREAD PLANE MIN.) STEEL: %' THK. MIN. (FY -36 KSI MIN) ALUMINUM: 1/8' THK. MIN. (6063 -TS MIN) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE 'D' S/16- DIA. ULTRACON BY'ELCO' (Fu -177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (SYPS2 G=0.55 MIN) 1-1/2' MIN. PENETRATION INTO WOOD TYPICAL EDGE DISTANCE INTO CONCRMWGROUT FILLED BLOCK= 2-1/2' MIN. INTO WOOD STRUCTURE - 1' MIN. (FOR TYPE 'B ) INTO WOOD STRUCTURE - 1 Y,' MIN. (FOR TYPE "DI) INTO METAL STRUCTURE - 3/a' MIN. FL #16132.1 12-TMW-07 SEE MULLION APPROVALS FOR MULLION TYPE AND SIZE. ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING BED OF k OPTIONAL ]AMB CONDITION 4 6'-1'-0' HORIZ SECT �1 TYPICAL SECTION 6'.1.-0. KOM SECT SCHEDULE "A" DESIGN LOAD CAPACITY METAL STRUCTURES (STEEL OR (ASOMETMD) pal ALUM. 11V MIN. THICK) FRAME WIDTH GLA88TYPEM7 GLAMTYPE 1A GLASSTYPEIG •) .8F (-J P.SF..) P.6F (-) .S.F () P.S.F (_ STEEL' FY= 36 KSI MIN. 70 76 70 ALUMINUM: 6063 -TS MIN. 76 71 3r 70 0 70 76 70 1/4° MAX SHIM 18Y OR 2BY 1/4° MAX SHIM 30• 70 76 WOOD BUCK INTERIOR r 78 70 76 8 I STRUCTURSTING E a I� 26 V2° 3 76 70 76 70 76 3r 70 ANCHORS PER ANCHORS PER ANCHOR 76 70 76 ANCHOR SCHEDULE.y 6 SCHEDULE. SEE TYPICAL 70 76 SEE TYPICAL 1 ELEVATION ON SHEET 2/8 76 ELEVATION ON SHEET T FOR SPACING D 2/8 FOR SPACING 28 1Q• 3 e 76 70 76 TO L_ x00000 37" 1 z S 1 70 76 70 FRAME WIDTH FRAME WIDT 3r 7O 75 EXTERIOR SEE MULLION APPROVALS FOR MULLION TYPE AND SIZE. ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING BED OF k OPTIONAL ]AMB CONDITION 4 6'-1'-0' HORIZ SECT �1 TYPICAL SECTION 6'.1.-0. KOM SECT SCHEDULE "A" Q.AN^ 1.. DESIGN LOAD CAPACITY (ASOMETMD) pal FRAME I off FRAME WIDTH GLA88TYPEM7 GLAMTYPE 1A GLASSTYPEIG •) .8F (-J P.SF..) P.6F (-) .S.F () P.S.F (_ 26 V2• 70 76 70 76 70 76 71 3r 70 76 70 76 70 76 2r 30• 70 76 70 78 70 76 8 I STRUCTURSTING E a 26 V2° 70 76 70 76 70 76 3r 70 76 70 76 70 76 3038' _ 30• 70 76 70 76 70 76 D 0�000�0 28 1Q• 70 1 76 70 76 TO 76 x00000 37" 70 1 76 70 76 70 76 w 3r 7O 75 m 76 70 76 � 000000 201? 70 76 70 76 70 76 3r 70 76 70 76 70 76 fir 30° 70 75 70 76 70 76 28 IW 70 76 70 76 70 76 3r 70 76 70 7S 70 76 74174• 30' 70 76 70 78 70 76 0�00�00 28 W 70 76 70 76 70 76 er io 76 70 78 70 7S 3r >b 76 7a 76 70 76 OWN Q.AN^ 1.. aFN•.. pal �00�0�0 z 5- -1/4° 1/4' MAX SHIM Ix OR 2x WOOD �� '• zo, BUCK(OPTIONAL) �yDb4t• �$^ Ell BED ��NOw. ® 71 W W�t� -W ',_y ANCHORS PER ANCHOR n SCHEDULE. SEE TYPICAL I7 W ELEVATION ON SHEET 2/8 111• Z n q oFOR SPACING W •{ D,,.f a 3: ggg�� 8 I STRUCTURSTING E a SCHEDULE "B" FL #16132.1 112-TMW-07 I 4 �00�0�0 0�0�000 0�0�000 0�0�0�0 �DDDOdO ODDDD�c D 0�000�0 O x00000 � 000000 I�0�00000 0000000 0�0�00� 0000©OO 000000 0�00�00 0000000 OWN 0 00000 FL #16132.1 112-TMW-07 I 4 ATTACHMENT ANCHORS: FRAME SILL ATTACHED WITH (2) #10x 5/8' PHILLIPS FH, SS, UNDERCUT, SMS. ARM OPERATOR TRACK ATTACHED WITH (3) #8x 3/4' PHILLIPS FH, SS, SMS SCREWS. PIVOT ARM ATTACHED WITH (3) #8x 3/4' PHILLIPS PH, SS, SMS SCREWS. O N 0.098 c i-----2.989 -i �-1.(194�1.094 �� OO � ICS II�rM "1 0 a 19 ITS DUAL ARM OPERATOR PARTS DESCRIPTION OP -106036 LA DUALARM OPERATOR W L SHAPE STUD BRACKET PART * DESCRIPTION OP-1Or16 LSHAPE STUD BRACKET LH OP -1079 LSHAPESMSPACKERH OPS -1Q726 LSHAPESTUDBRACKEISNAPONLH OPS -10777 LSHAPESTUDBRACKEISNAPONRH ATTACHMENT ANCHORS: INSTALLED AS PER MANUFACTURER SPECIFFICATIONS. 20 1.663 R 0 .--1_ APPLIED GASKET AROUND SLOT 0.867 MULTIPOINT LOCKING HANDLE - PART # DESCRIPTION PO -2301 I LTSMULIIP0 UDCMGHANDIE ATTACHMENT ANCHORS:• LOC7C HANDLE ATTACHED WITH (2) #10-24 x' PFi PHILLIPS ZINC, B -POINT, MS SCREW. LOCK BAR ATTACHED WITH (2) #ex V4' PH PHILLIPS, TEKS SCREW. LOCKPIN STRIKER ATTACHED WITH #10 x )_' PH, UNDERCUT PHILLIPS HEAD, B -POINT, SS SCREWS. 21 MAK�1uM HINGES 3000 SERIES, OFFSET 4 -BAR PROTECTION HINGE ATTACHMENT ANCHORS: 3) #LOX 3/8- PHILLIPS PH, SS, SMS ATTACHED TO THE TOP OF THE VENT HEAD AND (5) #10 x %' PHILLIPS PH, SS, SMS SCREWS }-0.6001 I --r 0 { OA35 22 #1549-3 SNUBBER ATTACHMENT ANCHORS FRAME SNUBBER RECEIVER ATTACHED WITH (2) #100 LONG FH, PHILLIPS, UNDERCUT, B -POINT, SMS SCREWS. FRAME SNUBBER DRIVEL ATTACHED WITH (2) *lox %' LONG FH, PHILLIPS, UNDERCUT, B -POINT, SMS SCREWS. FL #16132.1 ll�ViAz I 7r,!I(Q Z:6- M Neo W ow J W Nwk O 112-TMW-07 I 5 T o V N N O � 0 0 32001 Qezd250 SASH FLANGE SASH CENTER M O O 0 0 12298 32011 FRAME SASH FLANGE NOTE: EXTRUSIONS NOT TO SCALE, S 0 OSASH CORNER KEY (2 PER CORNER) .060 ALUMINUM SHEET 5 EXPOSED SURFACES ITw N 3 EXPOS® SURFACES 0.130 m m N b M 0 0 CORNER) .060 ALUMINUM SHEET 12-TMW-07 FL #16132.1 1 T SEAM SEAL MAY HA\ REAPPLIED IN THE FII BEFOREINSTALLATIC WINDOW, INSPECT) TO ENSURE A PROPE U J J 12-TMW-07 COVERSHM FL #16132.1 J o ENGINEERING EXPRESS�`yh December 21, 2012 Application Number: FLB Project Number: Product Manufacturer: Manufacturer Address: Product Name & Description: Scope of Evaluation: FL# 15132.1 12-TMW-07 TM Windows, LLC 601 N.W. 12th Ave. Pompano Beach, Florida 33069 Series 625 Casement Window Large & Small Missile Impact Resistant This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 9N- 3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the 2010 Florida Building Code and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS FLB drawing #12-TMW-07 titled "Series 525 Casement Window", sheets 1-8, prepared by Engineering Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test report #1213.01-12 by American Test Lab of South Florida (ATL). Large missile impact resistance and cyclic loading performance have been tested in accordance with TAS 201 & 203 test standards per test report(s) #1213.01-12 by American Test Lab of South Florida (ATL). e STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Anchor Spacing 2. Maximum Allowable Size/Pressure Combinations 3. Glass Capacity 4. Anchor Capacity No 33% increase in allowable stress has been used in the design of each product. The following are approved for use in the HVHZ as specified in their corresponding N'OAs: 160 SW 12T" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM Miami Shores Village �\ \� Building Department 10050 NX -2nd Avenue, Miami Shores, Florida 33138 Td: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762A%9 �a FS ?A1-0 BUILDING Permit No. PERMIT APPLICATION Maw Permit NawS ► 3 - n i r Permit Tnw: BUILDING ROOFING JOB ADDRESS: 1406 A V City. L�.�muni 5har County: Mami Dade Tap: 3 3 ►,.38 Folio/Parcel#: 11—sub 06Z 0030 Is the Building HistorlcaUy Deignated: Yes ,(NO) flood Zone; OWNER: Name (Ree Simple Titleholder): A_ �$r►1N�?tlM$t�Z phone#; 36S ?-()523? l Address: 9VO 6 &6 4V - City: SAA ✓V C State: Zip• 331,3' Tenant Email: CONTRACTOR: Company Name: Phone#: Address: City: State' ._.zip: QnaliSer Now. Phone* State Certification or Registration #: Certificate of Competency: a Contact Phonek Email Address: DNSIGNE h Arch)tectMagineel: Phone#: Value of Work for this Pan*.. $, A 00 0 Square/Linear Footage of Work: Type of Work: DAddition UAlteralion ONew ORepair/Rep �� aDemolition Description of Work: _ .f&Udg:�_W w (A I*10-A j,Z rl oUS'�.., Color Mm We: Submittal Fee $ S Permit Fee $ CCF $ COICC $ Fee $ Radon Fee $ DBPR $ Bond $ Notary $ 7iainiWOucadon Fee $ Technology Fee $ Doable Fee $ Stractural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City - state 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 ELECTRICAL WORK, PLumlNG, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 cert{fied 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 uiMing permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will bged. Signature J� Signature Owner Agent Contractor The fore o' instruent o ledged fore The foregoing instrument was acknowledged before me this day of t"I01 ✓ byof 20 by who is onawn to me or who produced who is personally known to me or who has`praduced identific01 ation an oath, as identification and who did take an oath. NOT Y LIC: 0s ��aa NOTARY PUBLIC: `J �p� 2p15 to pf ' 10 Sign:o ,, n y psso• Sign: _=:•, ��°, •= Gomj��ghNa Print. Pratt: My Commission t5LO My Commission Expires: ; APPROVED BY V Plans Examiner-, Zoning Structural Review Clerk (Revised 3/12 012)(ReAsed 07110/o7J( xvf9A OM20090---sed 3/15/09) A NAME: Miami! Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT DATE: ADDRESS: M X 9' Avenue Miami 5hoyes If FL. Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entities me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.CA and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph, 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility._ Initial 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instgad of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial ME 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. • Initial,` 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. �%�% Initial_ <�U V 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial . 4 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. c Initial�{� 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or httol/www.myfloddalicense.com/dbor/oro/cilbfindex.html Initial-20- 1. nitial 1. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: 94o 6 Ke 9 Ave. 12. 1 agree to notify Miami Shote Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. O►Ic Initial O�� Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while worsting on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage, Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this _day of , 201-5 By! v� • _was personally known to me or who has Produced there License or as identification. dWN E R _NOTARY CLAUDIA v. CUBILLOS Notary Public - State of Florida ' My comm Expi es Sep 23. 2015 Commission # EE 128810 Bonded Through National Notary Assn. 1111111111111111111111111111 Ill 11111IN 1111 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE. 400 SITE AT TlMk,OF FJW INSPECTION PERMIT NOIAW -ij t.v,TAx FOLIO No. STATE OF FLORIDA, COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives rtqVcefh*,lmpr9vements will be made to certainreal property,In and accordance withI dhap%lr'715,' Florida Statutes, the following information Is provided In this Notice of Commencement CHIN 2013RO630830 OR Bk 28767 Og 0473; (lpg) RECORDED 08/12/2013 09:05244 HARVEY RUVINt CLERK OF COURT HIAMI-DADS COUNTYP FLORIDA LAST PAGE Spa" above reserved for use of recording office 1. Legal description of property and streeVaddras: P1 of- js-�add -6 moylbwv, _44 -,(p C) - 9)110 11-32c>6 -0107- -0636 0 j 2. Description of Improvement 1 A0 rMMC4- AMV-t tridow th Or i'a h Th+ .14) S 1!31 1 0 rAS. Rcd_ 3. Owner(s) nam;, and Addi 1%11_ A h. r11QkJZ 14 Y -PE. S61 Interest In property. Name and address of fee simple titleholder' 4. Contractor's name, address and phone number. N [A! KIA f) %J %R, jr77 5., Surety. (Payment bond required by owner from contractor, N any) Name, address and phone number. Amount of bond $1 STATE OF FLORIDA, Cowry OF RADE 6. Lender's name and address: ID C01 7. Persons within the State of Florida designated by dX"rF F 'SO? by er kc' t may Section 713.13(1)(a)7., Florida Statutes, ofigi dint is WIN Name,address and phone number. AD 20 WITNESS f5ihand and official Seal. 8. In addition to himself, Owners designates the folio Au PAIN W V&QlftNotl Ion 713.13(1)(6), Florida Statutes. 9V D.C. C', �-qa "M -op Name, address and phone number, V 9. Expiration 'date Of thilsi'Notics of Commencement MIS exp 0on date Is 1 yw*=46 date of;;;odhv ;;less a different date Is speGffled) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF I THE N011 I CE OF COMMENCEMPNTARE CONSIDERED IMPROPER 'PAYMENTS UNDER CHAPTER 113, PART 1, SECTION 713.13. FLORIDA -ft S. AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR, PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND'POSTED ON THE 'JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT. WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK r e Authorized Officer/Director/Partner/Manager wo own 4s) � - , V Prepared By Print Name_ Tltle/Offics ORIDA MIAMI - E MD I 'dayof,_ P"a T "pkoVaq Pplftme this d ]a Individually, r U as for 4 -Peri6hally 14ioWn, or M produced the foflowln typeptiderrilf! 9 cation: Signature of. Notary Public: Print Name: (SEAL) OS U "L Notary Public -State of Florida ywhiagA S 015 VERIFICATION PuawAbm To, srz=oN 9"25 FLOR IDA STAR=S - I " , i, of rJUM my Comm. Expires Sep 23.2015 Under penalties pe I I declare that I have read the foregoing and # t I ? 88 Commission # EE 128810 that the facts°stated 16 It are true",,' to the best of r�y knowledge and belief. National Notar ssn SIgnature(s) of Oveyl qs).s Officeri'Direct• Bonded Through Nilational Notary Assn.. Ely V4 ;K I = = - By 123AI.52 PAM$ 3M