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WS-13-289Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 201801 Scheduled Inspection Date: April 08, 2014 Inspector: Rodriguez, Jorge Owner: BALLINGER, HOWARD Job Address: 361 NE 97 Street Miami Shores, FL 33138 -0000 Project: <NONE> Permit Number: WS -2 -13 -289 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060135760 Contractor: ALPHA WINDOWS & DOORS Phone: (954)781 -5180 comments 7 DOORS 42 WINDOWS AND 1 GARAGE DOOR INSPECTOR COMMENTS False No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 April 08, 2014 - Page 8 of 37 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 201337. CREATED AS REINSPECTION FOR INSP- 200283. CREATED AS REINSPECTION FOR INSP- 185808. PROJECT IS INCOMPLETE, MISSING WINDOWS IN CABANA, AND ON OPENINGS 12,12A, 12B AND 12 Failed ❑ No permit on siteTHE TV ROOM ON THE FIRST FLOOR AND FOR THE FRENCH DOOR AT THE 2ND FLOOR WEST BEDROOM., PLEASE NOTE Correction THAT WOOD IS NOT ALLOWED AS A Needed EXTERIOR STRUCTURAL MEMBER IN THE VILLAGE. STRUCTURAL DETAILS MUST BE APPROVED BY THE Pending approved revision Re- Inspection ❑Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 April 08, 2014 - Page 8 of 37 hNho C, Consultants Inc. Job File # 1007131 December 9, 2013 Miami Shores Village Building Department 10050 NE 26d Ave Miami Shores, FL 33138 Project: 361 NE 97 St. Miami Shores, FL 33138 Owner: Howard Ballinger Contractor: Alpha Windows & Doors Permit No.: � WS' -2-9 Subject: Wood Buck Inspection Attention: Building Official On October 7, 2013, this engineer visually inspected the connections on both sides of the openings at all windows installed by the Contractor in the first floor TV room at the above referenced property. This engineer has also prepared a signed and sealed "Structural Calculations and Details" design brief, dated October 7, 2013, which has been submitted by the Contractor to the Building Department. Based on our visual field observations, it is this engineer's opinion that the attachment of the window jambs to the wood bucks and the wood bucks to the host structure has been performed in accordance with structural calculations and details specified in the above mentioned design brief. Therefore, this engineer approves the installation works performed by the Contractor. To the best of my knowledge and ability, this report represents our opinions of the installation works performed by the Contractor. This report does not constitute a guarantee or warranty of any kind. It is specifically advised that nothing in this report should be construed, either directly or indirectly, as a guarantee of condition of any portion of the inspected structures. This report is not transferable and we do not assume third party liability whatsoever. Except as expressly provided herein, no additional certifications or affirmations are intended. ��J�},you for your attention to this matter. Should you have any questions please do not he��t��tp� Wr office. R.�.&-IjyENSF . `v 0 Crt/ Il,��i 428 N.W. 70th Avenue, #135, Plantation, FL 33317, Phone: (954) 394 -8521 Fax: (954) 583 -5197 ingconsultants @yahoo.com Miami Shores Village Permit Type: BUILDING JOB ADDRESS: 0I � City: Miami Shores Folio/Parcel #: 1 ( �[ Is the Building Historically Designated: Yes OWNER: Name (Fee Simple I�IZIZ� I��l� Miami Dade Zip: NO Flood Zone: Address: ?.A a y C--'s 11`1 *"Ig tN City: rfl tfifyi l state: Tenant/Lessee Name: Email: m i at r • • CONTRACTOR: Company Name:Ua 4t✓ va 090(2— Phone#: Q5L) q-1 Q, "c Address: cam, J_-�) City: r Qualifier Name: State Certification or Registration #: k,� ',, n I n h I d Contact Phone#: Email Address: DESIGNER: Architect(Engineer: of Competency #: Value of Work for this Permit: $ , )P!' Square/Linear Footage of Work: Type of Work: OAddition DAlt`erration Description of mirk: 2!2, i , Color thru tile: ❑! ORepair/Replace ODemolition Submittal Fee Scanning Fee $ Permit Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 1. Bond!%.Company's Name (if applicable) E Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 properly 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 O er or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of, al 0400', 20 ��, by JA � 4(a :'. Q1 )GJ@ , day of T ` , 20 , by -� w1 hhoo is personally known to me or who has produced �ispersoi0l mown ie or who has produced \_ 7. As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: 1 Print: °?�_ '►ot y� I . M yA•' y Commissi •4,1101,,.,`` Fideedd roug NOTARY PUBLIC: "r ;WAV54 • . 11 11 7' , APPROVED BY _ GCS J Plans Examiner 7� Structural Review a (Revised 3 /1=012)(Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) Zoning Clerk Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1z/lglj Permit No: wS 2'13 - 0 a Structural Critique Sheet .bra t') Page 1 of 1 1-►�s 44A v sCO M ?�V-v,s f90 L2 V ®-ti v 9 Xo v ►me- --A 9,w--c v 9A L-- cA-L, c8 9 6V T 9+fe €°ts STOPPED REVIEW Plan review is not complete, when all Items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and Include one set of voided sheets In the re- submittal drawings. Mehdi Asraf Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #:S13 2qq DATE: I l I, P'`'Q�'�1 tractor D Owner o Architect Picked up 2 sets of plans and (other) (- �—, �I�, Address: ( (� C'l l ," ` 0�1-e From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: C, PERMIT CLERK INITIAL: C.X6� Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 NOVEMBER 13, 2013 Permit No: WS13 -289 Building Critique Review REVISION FOR BUCKS 11- 13 -13. BY I. NARANJO 1. WOOD MEMBERS USE FOR CONSTRUCTION OF STRUCTURAL ELEMENTS ON STRUCTURAL EXTERIOR WALLS ARE NOT PERMITTED BY THE CODE OF ORDINANCE OF THE MIAMI SHORES VILLAGE AS NOTED UNDER SECTION 523.1 Ismael Naranjo Building Official Plan review Is not complete, when all Items above are corrected, we will do a complete plan review. If any sheets are voided, replace them with new revised sheets and place behind the most current page. "t-mi "Ia AW 6m�' It ME, Jill m 11 40 4L 4. C. 'ov Jill m 11 40 4L 0 NOV 0 6 013 py Consultants Inc. ,-Y-.= Project # 1007131 Calculations and Details Prepared For: ALPHA WINDOWS AND DOORS 590 SW 9TH TERRACE STE 1 POMPANO BEACH, FL 33069 Project: PROPERTY AT T y 361 NE 97TH STREET MIAMI SHORES, FL 33138 3 V -6, 8" Engineerow8l 'Q�2r Pa S .--ril S�iores Vid:�gge a gah --- , 9 Po APPPOVEO BY DATE ZONING DEPF[ BLDG DEPT -T t V9 SUBJCfWTCi0"CGMP;4V�WW1 WITH ALL L) ME' STATE AN,) U, iiiv f HUL -S AND RECULA-FlONJS dhg FL I ING Cert. Auth. # 2 428 NW 70TH AVENUE #135, PLANTATION, FL 33317 PHONE: 954-394-8521 FAX: 954-583-5197 INGCONSULTANTS@YAHOO.COM Consultants Inc. JOB# /O®7/,y GENERAL NOTES SHEET /_ OF 12 1. THIS DESIGN BRIEF PROVIDES CALCULATIONS AND DETAILS FOR ATTACHMENT OF FRENCH DOOR AND WINDOW JAMBS TO WOOD BUCK AND WOOD BUCK TO HOST STRUCTURE IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE AND APPLICABLE WIND LOADS PER ASCE 7 -10. 2. EMBEDMENT DEPTHS SPECIFIED HEREIN ARE DEPTHS INTO SOLID SUBSTRATE AND DO NOT INCLUDE THICKNESSES OF STUCCO OR OTHER FINISHES. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE SITE AND NOTIFY THIS ENGINEER OF ANY DISCREPANCY. 4. SCOPE OF WORK BY THIS OFFICE IS LIMITED TO ALL STRUCTURAL ITEMS SHOWN ON THIS DESIGN BRIEF. ALL STRUCTURAL AND NON - STRUCTURAL ITEMS NOT SHOWN ON THIS DESIGN BRIEF SHALL BE BY OTHERS AND ARE OUTSIDE OF THE SCOPE OF THIS STRUCTURAL CERTIFICATION. 5. THIS DESIGN BRIEF SHALL BE SUBMITTED TO BUILDING OFFICIAL FOR REVIEW AND APPROVAL. 6. THIS ENGINEER SHALL NOT BE RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR FIELD MEASUREMENTS PROVIDED TO THIS ENGINEER THIS ENGINEER SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO RE- EVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. 7. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY THE PERMIT HOLDER / CONTRACTOR, INC., ET. AL. INDEMNIFIES, DEFENDS, AND HOLDS HARMLESS THIS ENGINEER AND ING CONSULTANTS, INC. FOR ALL COSTS AND DAMAGES INCLUDING LEGAL FEES AND APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, AND CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE AND FEDERAL CODES AND FROM DEVIATIONS OF THIS PLAN. 8. EXCEPT AS EXPRESSLY PROVIDED IN THIS CERTIFICATION, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. SECOND FLOOR BEDROOM: FRENCH DOOR '1) MANUFACTURER: T.M. WINDOWS, LLC. - NOA # 12- 0208.14 JAMB ATTACHMENT PER NOA: '/4" TAPCONS AT 12" O.0 MAX. TO 2 X WOOD BUCK ACTUAL ATTACHMENT IS 7" O.0 < 12" O.C. OK FIRST FLOOR TV ROOM: WINDOWS 2) MANUFACTURER T.M. WINDOWS, LLC. — HORIZONTAL ROLLER NOA # 12- 0321.02 JAMB ATTACHMENT PER NOA: '/4" TAPCONS AT 10 -3/8" O.0 MAX. TO 2 X WOOD BUCK ACTUAL ATTACHMENT IS 10" O.0 < 10 -3/811" O.C. OK 3) MANUFACTURER T.M. WINDOWS, LLC. - FIXED WINDOW P.A. FL # 15920.1 JAMB ATTACHMENT PER P.A: '/4" TAPCONS AT 12" O.0 MAX. TO 2 X WOOD BUCK ACTUAL ATTACHMENT IS 10" O.0 < 12" O.C. OK 428 N.W. 70th Avenue, #135, Plantation, FL 33317, Phone:(954) 394 -8521 Fax: (954) 583 -5197 ingconsultants @yahoo.com INGConsultants Inc. JOB # lao J'/-3/ SHEET 2 OF i2 6° -�i og��y�,► � � �2. 2x12 ✓�«#S 3G x le'g x ()ZS;0c-)' / /3f 44S 7V;rr0q1 44, Lea /1'3�/ 60;. 7 GDs /r47'r- T-�i2 428 N.W. 70th Avenue, #135, Plantation, Fl. 33317- Phone:(954) 394 - 8521 -Fax: (954) 583 -5197 ingconsultants @yahoo.com Client: Load scenario: Single shear Load duration: 1.6 Temperature: T< = 100 °F Exposure service: Dry Conditions Moisture at fabric.: < =19% Moisture in service: < =19% Bending yield strength, Fyb: 70,000 psi &meFr 3 C�c 12 ALPHA WINDOWS & DOORS CHECKED FOR VERTICAL 2X12 BUCKS ON ONE JAMB Jcb' 1/4" 0 x3.75" Date: HOLT RESIDENCE Cale. by UCKS FRAMING FOR 2nd FLOOR DOOR SIDE MEMBER FASTENER 0.250 In Nominal diameter 0.168 in Root diameter 0.000 in Washer thickness 1.625 In Screw thread length 0.250 in Length of tapered tip 1007131 10/07/13 v CHECKED FOR VERTICAL 2X12 BUCKS ON ONE JAMB OL 1/4" 0 x3.75" Tapcons MAIN MEMBER SIDE MEMBER Concrete Wood Material N/A Sawn Lumber Wood type 2,500 psi Southern Pine Specie /Grade /Alloy N/A No.2 Wood grade N/A 2 11x12" Nominal size N/A 0.55 Specific gravity, G 11.500 in Member depth, d 6.000 in Member thickness, ts, tm 11.500 in Actual member depth if different 1.500 in Actual member thickness if different 3,031 ksi 1,600 ksi Modulus of Elasticity, E 900 00 Max. angle of load to grain 7,500 psi 6,160 psi Actual dowel Bearing strength, Fe 7,500 psi 6,160 psi Dowel Bearing strength, Fell 7,500 psi 5,127 psi Dowel Bearing strength, FeT Connection Geometry LATERAL LOADING. WITHDRAWAL ACTUAL embedment into concrete End distance, End Loaded edge distance, Edl Unloaded edge distance, Edu Number of anchors in a row Number of rows Spacing for fasteners in a row, s Spacing in between rows, Sr Bolt slenderness MAIN MEMBER SIDE MEMBER FULL VALUE MIN. FULLVALUE MIN. MIN. 6.00 In N/A - - - 6.000 In N/A N/A 1 in (40) 0.5 in (20) 1 in (40) 2.000 in - N/A - 0.38 In (1.50) 0.38 in (1.50) 5.750 In - N/A - 0.38 In (1.50) 5.750 In - - - - 9 - - - - - 1 N/A N/A 1 in (40) 0.75 in (30) 1 in (40) 9.000 In - N/A - 0.38 in (1.50) - 0.000 in Im /D= N/A Is /D= 6.00 Lateral Load Capacity D = 0.168 Root diameter, in Im = 6.000 = Main member dowel bearing length, in Is = 1.500 = Side member dowel bearing length, in )) /((Fell )*sin 0 +(FeT,,, ) *cos2 0) = Dowel bearing at an angle to Grain: ((Fell m) *(FeTm m FeOm = 7,500 psi = Dowel bearing at an angle to Grain: ((Fell s) *(FeT j) /((Fells) *sine 0 +(FeTs) *cos2 B) FeO, = 6,160 psi 2.75 Re= 1.218 = Fem /Fes Rt = 4.000 =1m /Is KO = 1.250 =1+ 01360 KD = 2.200 k1= 1.588 = 2.2 (D S 0.17) = ( SQRT( Re+ 2* Re" 2*( 1+ Rt+ Rt^ 2) +Rt ^2 *Re ^3)- Re* k2 = 1.110 = -1+ SQRT( 2 *(1 +Re) +(2 *Fyb *(1 +2 *Re) *D ^2) 1(3 *Fem *Im ^2)) k3 = 0.973 = -1+ SQRT( 2* (1 +Re) /Re +(2 *Fyb *(2 +Re) *D ^2)1(3 *Fem *Is ^2)) Yield Mode Rd Z (single shear) Z (double shear) Im 2.75 2,749 Ibs = D *Im *Fem /Rd 2,749 Ibs = D *Im *Fem /Rd IS 2.75 564 Ibs = D *Is *Fes /Rd 1,129 lbs = 2D *Is *Fes /Rd II 2.75 897 Ibs = k1 *D *Is *Fes /Rd IIIm 2.75 888 Ibs = k2 *D *Im *Fem/((1 +2 *Re) *Rd) IIIS 2.75 208 Ibs = k3 *D *Is *Fem 1((2 +Re) *Rd) 416 Ibs = 2k3 *D *Is *Fem /((2 +Re)'�Rd) *(1 ^0.5 IV 2.75 129lbs = D2/Rd *(2 *Fem *Fyb /(3 *(1 +Re)))^% 258lbs =2D^2/Rd *(2 *Fem *Fyb /(3 +Re)J) Needs to sync "Showy Yield Modes pictures" check box belowl Mode Ill 208 Ibs (Plastic hinge and crushing in side member) S Z = 129 Ibs Minimum of yield mode values above CD = 1.60 Load duration factor CM = 1.00 Wet service factor for connections Ct = 1.00 Temperature factor for connections Cg = 0.88 Group action factor Co = 1.00 Geometric factor Ce$ = 1.00 End grain factor Z = 181 Ibs Factored lateral load capacity (140%): Z'= ( Z)(CD)(CM)(Ct)(Cg)(CD)(Ceg)(Cd) THAN 466.9 LBS ZT = 1,625 Ibs Total capacity of connection for lateral loads > 84" LONG JAMB'S BUCK - ON ONE SIDE /OTHER SIDE SAME Ste- °' 5- ®p /Z Client ALPHA WINDOWS & DOORS Project: HOLT RESIDENCE Detall/member WOOD BUCKS FRAMING FOR 2nd FLOOR DOOR Load scenario: Single shear Load duration: 1.6 Temperature: T<= 100-F Exposure service: Dry Conditions Moisture at fabric.: < =19% Moisture in service: < =19% Bending yield strength, Fyb: 70,000 psi FASTENER 0.250 in Nominal diameter 0.168 in Root diameter 0.000 in Washer thickness 1.625 in Screw thread length 0.250 in Length of tapered tip CHECKED 2X12 HEADER BUCK 1/4" 0 x3.75" Tapcons MAIN MEMBER SIDE MEMBER Concrete Wood N/A 11.500 in Sawn Lumber 2,500 psi Southern Pine N/A 1.500 in No.2 N/A j 2 "x12" N/A 0.55 11.500 in 6.000 in s 1007131 10/07/13 �a Material Wood type Specie /Grade /Alloy Wood grade Nominal size Specific gravity, G Member depth, d Member thickness, ts, tm Actual member depth if different Actual member thickness if different Modulus of Elasticity, E Max. angle of load to grain Actual dowel Bearing strength, Fe Dowel Bearing strength, Fell Dowel Bearing strength, FeT embedment into concrete End distance, End Loaded edge distance, Edl Unloaded edge distance, Edu Number of anchors in a row Number of rows Spacing for fasteners in a row, s Spacing in between rows, Sr Bolt slenderness 11.500 in 1.500 in 3,031 ksi 1,600 ksi 90° 0° 7,500 psi 6,160 psi 7,500 psi 6,160 psi 7,500 psi 5,127 psi Connection Geometry LATERAL LOADING WITHDRAWAL ACTUAL MAIN MEMBER SIDE MEMBER FULL VALUE MIN. FULL VALUE MIN. MIN. 6.00 in N/A - - - 6.000 in N/A N/A 11n (40) 0.5 in (20) 1 in (40) 2.000 in - N/A - 0.38 in (1.50) 0.38 in (1.50) 5.750 In - N/A - 0.38 in (1.56) 5.750 in - - - - - 3 N/A N/A 1 in (40) 0.75 in (30) 1 In (40) 12.006 In - N/A - 0.38 In (1.516) - 0.000 in Im /D = N/A Is /D = 6.00 s 1007131 10/07/13 �a Material Wood type Specie /Grade /Alloy Wood grade Nominal size Specific gravity, G Member depth, d Member thickness, ts, tm Actual member depth if different Actual member thickness if different Modulus of Elasticity, E Max. angle of load to grain Actual dowel Bearing strength, Fe Dowel Bearing strength, Fell Dowel Bearing strength, FeT embedment into concrete End distance, End Loaded edge distance, Edl Unloaded edge distance, Edu Number of anchors in a row Number of rows Spacing for fasteners in a row, s Spacing in between rows, Sr Bolt slenderness Lateral Load Capacity 44 D = 0.168 Root diameter, in Im = 6.000 = Main member dowel bearing length, in Is= 1.500 = Side member dowel bearing length, in FeBm = 7,500 psi = Dowel bearing at an angle to Grain: ((Fell m) *(FeT m )) /((Fell m) *sine 0 +(FeT,,, ) *COS2 0) Fe9g = 6,160 psi = Dowel bearing at an angle to Grain: ((Fells) *(FeT S )) /((Fell S) *sins 0 +(FeT S) *COS2 0) Re = 1.218 = Fem /Fes Rt = 4.000 = Im /Is K9 = 1.250 =1+ 01360 KD = 2.200 = 2.2 (D 5 0.17) k1= 1.588 = ( SQRT( Re+ 2* Re^ 2*( 1+ Rt+ Rt^ 2) +Rt ^2 *Re ^3)- Re *(1 +Rt)) /(1 +Re) k2 = 1.110 = - 1 +SQRT(2 *(1 +Re) +(2 *Fyb *(1 +2 *Re) *D ^2) 1(3 *Fem *Im ^2)) k3 = 0.973 = - 1 +SQRT(2 *(1 +Re) /Re +(2 *Fyb *(2 +Re) *D ^2) 1(3 *Fem *ls ^2)) Yield Mode Rd Z (single shear) Z (double shear) 1. 2.75 2,749 1 b = D *Im*Fem /Rd 2,749 Ibs = D'*lm *Fem /Rd IS 2.75 564 Ibs = D *Is *Fes /Rd 1,129 Ibs = 2D *Is *Fes /Rd II 2.75 897 Ibs = k1 *D *Is *Fes 1Rd IIIS„ 2.75 888 Ibs = k2 *D *Im *Fem/((1 +2 *Re) *Rd) IIIS 2.75 208 Ibs = k3 *D *Is *Fem /((2 +Re) *Rd) 416 Ibs = 2k3 *D *Is *Fem /((2 +Re) *Rd) IV 2.75 129lbs = D2 /Rd *(2 *Fem *Fyb /(3 *(1 +Re)))^% 258 lbs = 2D ^2 /Rd *(2 *Fem *Fyb /(3 *(1 +Re))) ^0.5 AL Needs to sync "Show Yield Modes pictures" check box belowl 44 Mode IIIS 208 Ibs (Plastic hinge and crushing in side member) Z = 129 Ibs Minimum of yield mode values above CD = 1.60 Load duration factor CM = 1.00 Wet service factor for connections Ct = 1.00 Temperature factor for connections Cg = 0.99 Group action factor Co = 1.00 Geometric factor Ceg = 1.00 End grain factor Z = 203 Ibs Factored lateral load capacity (158%): Z'= ( Z)(CD)(CM)(Ct)(Cg)(CD)(Ceg)(Cd) ZT = 610 Ibs Total capacity of connection for lateral loads > THAN 466.9 LBS ON ONE SIDE /OTHER SIDE SAME 84" LONG JAMB'S BUCK • 1414ca Consultants Inc. JOB # /00 7/3/ SHEET OF W41j- 2Xq' W100"p—AX-0+C.�_ 7vVc �/AsT 2x4 WcOti t tti/ TH Ti`i C ,fr:�'E CwWSC7's 9A-!® ` Ir �J E'.relST. ��VC��'7� C�- C//►�itP 76.35 K S� 38l.7S e.®� f 1e �/ $;� !.✓� Guc� �S 1fz/2 428 N.W. 70th Avenue, #135, Plantation, FL 33317- Phone:(954) 394 - 8521 -Fax: (954) 583 -5197 ingconsultants @yahoo -com Client: ALPHA WINDOWS & DOORS JobV. Project Date: HOLT RESIDENCE i member. Caic. by: TV ROOM WINDOWS WOOD BUCKS TO COLUMNS 1007131 10/07/13 Load scenario: Single shear LOADING FASTENER Load duration: 1.6 0.250 in Nominal diameter I Temperature: T<= 1000F 0.168 in Root diameter Exposure service: Dry Conditions 0.000 in Washer thickness Moisture at fabric.: < =19% 1.625 in Screw thread length 4' Moisture in service: < =19% 0.250 in Length of tapered tip Bending yield strength, Fyb: 70,000 psi 0.5 In (20) 3.500 In CHECK VERTICAL JAMBS' BUCKS TO CONCRETE WALL AND TO CONCRETE COLUMN ON OTHER SIDE 1.500 in 1/4" 0 x3.25" Tapcons 2X4 TO 2X4 WEDGE WOOD BUCK WHERE REQ'D. MAIN MEMBER SIDE MEMBER 6,160 psi Wood LOADING Wood ACTUAL Material Wood type Specie /Grade /Alloy Wood grade Nominal size Specific gravity, G Member depth, d Member thickness, ts, tm Actual member depth if different Actual member thickness if different Modulus of Elasticity, E Max. angle of load to grain Actual dowel Bearing strength, Fe Dowel Bearing strength, Fell Dowel Bearing strength, FeT Sawn Lumber Sawn Lumber Southern Pine Southern Pine No.2 No.2 2 11x4" 2 1lx4" 0.55 0.55 3.500 in - 1.500 in 1 in (40) 0.5 In (20) 3.500 In 0.5 In (ltd) 1.500 in 1,400 ks) 1,400 ksi 00 00 6,160 psi 6,160 psi 6,160 psi 6,160 psi 5,127 psi 5,127 psi Connection Geometry LATERAL LOADING WITHDRAWAL ACTUAL Penetration Into main member, L > tm End distance, End Loaded edge distance, Edl Unloaded edge distance, Edu Number of anchors in a row Number of rows Spacing for fasteners in a row, s Spacing in between rows, Sr Bolt slenderness MAIN MEMBER SIDE MEMBER FULL VALUE MIN. FULL VALUE MIN. MIN. 2.5 in (100) 1.5 In (60) - - - 1.500 in 1 in (40) 0.5 In (20) 1 In (40) 0.5 In (ltd) 1 in (40) 2.000 in - 0.38 in (1.50) - 0.38 In (1.50) 0.38 in (1.56) 1.750 in - 0.38 In (1.5o) - 0.38 in (1.50) 1.750 in - _ - - - 6 _ _ - _ - 1 I In (40) 0.75 in (30) 1 In (40) 0.75 in (30) 1 In (40) 9.000 in - 0.38 In (1.50) - 0.38 In (1.50) - 0.000 in Im /D = 6.00 Is /D = 6.00 0 If Lateral Load Capacity Minimum of yield'mode values above D = 0.168 Root diameter, in Im = 1.500 = Main member dowel bearing length, in Is= 1.500 = Side member dowel bearing length, in FeOm = 6,160 psi = Dowel bearing at an angle to Grain: ((Fell m) *(FeT m )) /((Fell m ) *sin2 0 +(FeT m) *cost 0) Fe0s = 6,160 psi = Dowel bearing at an angle to Grain: ((Fell,) *(FeTj) /((Fell j *sins 0 +(FeTS) *cos2 0) Re = 1.000 = Fem /Fes Rt = 1.000 = IM/IS K8 = 1.000 =1+ 01360 KD =2.200 = 2.2(DS0.17) k1= 0.414 = ( SQRT( Re+ 2* Re^ 2*( 1+ Rt+ Rt^ 2)+Rt ^2 *Re ^3)- Re *(1 +Rt)) /(1 +Re) k2 = 1.070 = - 1 +SQRT(2 *(1 +Re) +(2 *Fyb *(1 +2 *Re) *D ^2) 1(3 *Fem *Im ^2)) B = 1.070 = - 1 +SQRT(2 *(1 +Re) /Re +(2 *Fyb *(2 +Re) *D ^2)1(3 *Fem *Is ^2)) Yield Mode Rd Z (single shear) Z (double shear) I", 2.20 7061bs = D *Im *Fem /Rd 706 lbs = D *lm *Fem /Rd I3 2.20 706 Ibs = D *Is *Fes /Rd 1,411 Ibs = 2D *ls *Fes /Rd II 2.20 292 Ibs = k1 *D *1s *Fes 1Rd IIIm 2.20 252 Ibs = k2 *D *lm *Fem /((1 +2 *Re) *Rd) ills 2.20 252 Ibs =k3 *D *ls *Fem /((2 +Re) *Rd) 503 Ibs =2k3 *D *Is *Fem /((2 +Re) *Rd) IV 2.20 154 Ibs = D21Rd *(2 *Fem *Fyb 1(3 *(1 +Re))) ^Y 308 Ibs = 2D ^2 /Rd *(2 *Fem *Fyb /(3 *(1 +Re))) ^0.5 Needs to sync "Show Yield Modes pictures" check box belowl Mode III, 252 Ibs (Plastic hinge and crushing in side member) Z = 154 Ibs Minimum of yield'mode values above CD = 1.60 Load duration factor CM = 1.00 Wet service factor for connections Ct = 1.00 Temperature factor for connections Cg = 0.85 Group action factor Ca = 1.00 Geometric factor Ce8 = 1.00 End grain factor Z = 210 Ibs Factored lateral load capacity (136%): Z'= ( Z)(CD)(CM)(Ct)(Cg)(CD)(Ceg)(Cd) ZT = 1,259 Ibs Total capacity of connection for lateral loads > THAN 381.75 LBS ON ONE SIDE /OTHER SIDE SAME 60" LONG JAMB'S BUCKS r SdEZAEf5 IIVFf2 i Client: Jobs: ALPHA WINDOWS & DOORS 1007131 Project Date: HOLT RESIDENCE 10/07/13 RaiUmember. Calm by. Wd by. TV ROOM WINDOWS WOOD BUCKS TO COLUMNS WOOCOI�INE'�'IOIN;DES�GID a x ,`.. _.07r NDASD Load scenario: Single shear FASTENER Wood Load duration: 1.6 0.250 in Nominal diameter r 2,500 psi Southern Pine N/A Temperature: T< =100 °F 0.168 in Root diameter Exposure service: Dry Conditions 0.000 in Washer thickness Moisture at fabric.: < =19% 1.625 in Screw thread length' Moisture in service: < =19% 0.250 in Length of tapered tip Bending yield strength, Fyb: 70,000 psi 3,031 ksi 1,400 ksi CHECK VERTICAL JAMBS' BUCKS TO CONCRETE WALL AND TO CONCRETE COLUMN ON OTHER SIDE 00 7,500 psi FIRST 2X4 WOOD BUCK 7,500 psi 1/4" {6 x3.25" Tapcons 7,500 psi -W, Connection Geometry TO EXIST WALL OR COL. MAIN MEMBER SIDE MEMBER LOADING Concrete Wood Material Wood type Specie /Grade /Alloy Wood grade Nominal size Specific gravity, G Member depth, d Member thickness, ts, tm Actual member depth if different Actual member thickness if different Modulus of Elasticity, E Max. angle of load to grain Actual dowel Bearing strength, Fe Dowel Bearing strength, Fell Dowel Bearing strength, FeT N/A Sawn Lumber 2,500 psi Southern Pine N/A No.2 N/A 2 11x4" N/A 0.55 8.000 in 6.000 in 3.500 in 1.500 in 3,031 ksi 1,400 ksi 00 00 7,500 psi 6,160 psi 7,500 psi 6,160 psi 7,500 psi 5,127 psi Connection Geometry LATERAL LOADING WITHDRAWAL ACTUAL embedment into concrete End distance, End Loaded edge distance, Edl Unloaded edge distance, Edu Number of anchors in a row Number of rows Spacing for fasteners in a row, s Spacing in between rows, Sr Bolt slenderness MAIN MEMBER SIDE MEMBER FULL VALUE MIN. FULL VALUE MIN. MIN. 6.00 In N/A - - - 6.000 In N/A N/A 1 in (40) 0.5 in (20) 1 in (40) 2.000 in - N/A - 0.38 In (1.50) 0.38 in (1.50) 1.750 In - N/A - 0.38 In (1.50) 1.750 In 6 _ _ - 1 N/A N/A 1 In (40) 0.75 in (30) 1 in (40) 9.000 in - N/A - 0.38 in (1.50) - 0.000 In Im /D= N/A Is /D= 6.00 s L-ateral Load Capacity D = 0.168 Root diameter, in Im = 6.000 = Main member dowel bearing length, in Is = 1.500 = Side member dowel bearing length, in FeBm = 7,500 psi = Dowel bearing at an angle to Grain: ((Fell , ) *(FeT, &((Fe1l , )*Sine 0 +(FeT m ) *cos2 0) Feb$ = 6,160 psi = Dowel bearing at an angle to Grain: ((Fells) *(FeTS)) /((Fell S) *sine 0 +(FeTs) *cos2 0) Re = 1.218 = Fem /Fes Rt = 4.000 = IM/Is K8 = 1.000 =1+ 01360 KD = 2.200 = 2.2 (D -10.17) k1= 1.588 = ( SQRT( Re+ 2 *Re ^ 2*( 1+ Rt+ Rt^ 2) +Rt ^2 *Re ^3)- Re *(1 +Rt))/(1+Re) k2 = 1.110 = - 1 +SQRT(2 *(1 +Re) +(2 *Fyb *(1 +2 *Re) *D ^2) 1(3 *Fem *Im ^2)) k3 = 0.973 =- 1 +SQRT(2 *(1 +Re) /Re +(2 *Fyb *(2 +Re) *D ^2) /(3 *Fem *Is ^2)) Yield Mode Rd Z (single shear) Z (double shear) Im 2.20 3,436 Ibs = D *Im *Fem/Rd 3,436 1 b = D *lm *Fem /Rd' Is 2.20 706 Ibs = D *Is *Fes /Rd 1,411 Ibs = 2D *Is *Fes /Rd II 2.20 1,121lbs = k1 *D *Is *Fes /Rd III, 2.20 1,110 Ibs = k2 *D *Im *Fem /((1 +2 *Re) *Rd) III, 2.20 260 Ibs = k3 *D *Is *Fem 1((2+Re) *Rd) 520 Ibs = 2k3 *D *Is *Fem 1((2 +Re) *Rd) IV 2.20 161 Ibs = D2 /Rd *(2 *Fem *Fyb /(3 *(1 +Re)))^% 322 Ibs = 2D ^2 /Rd *(2 *Fem *Fyb /(3 *(1 +Re))) ^0.5 Needs to sync "Shove Yield Modes pictures" check box below! Mode Ills 260 Ibs (Plastic hinge and crushing in side member) Z = 161 Ibs Minimum of yield mode values above CD = 1.60 Load duration factor CM = 1.00 Wet service factor for connections Ct = 1.00 Temperature factor for connections C8 = 0.82 Group action factor CA= 1.00 Geometric factor Ceg = 1.00 End grain factor Z = 210 Ibs Factored lateral load capacity (130%): Z'= ( Z)(CD)(CM)(Ct)(Cg)(CD)(Ceg)(Cd) ZT = 1,262 Ibs Total capacity of connection for lateral loads > THAN 381.75 LBS ON ONE SIDE /OTHER SIDE SAME 60" LONG JAMB'S BUCKS s `` Miami Shores Village Building Department FE 73 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING FBC 20 L Permit No. Master Permit No. ROOFING JOB ADDRESS: 2�p City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: I I - 'jQ O (e - 40/ - 4Y:2 C. O Is the Building Historically Designated: Yes NO Flood Zone: Tenant/Lessee Name: Email: State: /I e_ Zip: C2 2&0 / CONTRACTOR: Company Name: �J'i Aq 10_0 � ,j ddA�a n1-- Phone#: 9.� tlo;oR 47/4 Cp Address: _ : '_90 _"� CJ '? / -24-1-/ City: N -State: 1!5z: Zip: 33� Cfly Qualifier Name: "V-4c 14 zo.' � Phone #: State Certification or Registration #: SC Z-t 3 11 (2 Certificate of Competency #: Contact Phone#: !RS`t = Ea r1- J!/cco, Email Address: DESIGNER: Architect/Engineer: Ca4"_gC1"y S" Value of Work for this Permit: $ -19, 9D-a Square/Linear Footage of Work: QsxI 7 3 Y- (o Y'F/ Type of Work: ❑Addition OAlteration ONew Miepair/Replace ' ❑Demolition Description of Work: % - Ct k - o q c �d e- , 1 - T.-) c O 0 r� T Z- - W r h jeuw- Y'.1 - C7Lif✓L�K.S�� Color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $� • Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address city State zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature - - -- Owner or Agent Contractor The foregoing instrument was acknowledged before this I_ The foregoing instrument was acknowledged before me this !' {� day of t5 , 20 13, by J aO•u`, �- /� day of lcy , 20 P > by !/l/U'Lke Ft/Ift0 a , s ersonally kno t me or who has produced w � is person kn wn to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: (✓ �' ' Print: 0J. 14 %4044r$ NOTARY PUBLIC -STATE OF FLORIDA My Commission Expires: .��. William R. Thomas °Commission #DD865129 '.,.,..,.,.�� Expires: MAR. 23, 2013 APPROVED BY —/?—/7 Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10/20 (009, . ),(R evised 3/15/09,) t ovi Sign: Print: Cat../► (lt v..., /L 7- 0✓LLCJ My Commission E PUBLIC -STATE OF FLORIDA William R. Thomas :Commission #DD865129 >.` Expires: MAR. 23, 201? Zoning Clerk CERTIFICATE OF LIABILITY INSURANCE 1/2/2o13 Producer: Lion insurance Company This Certificate Is Issued as a matter of information only and oslfas no rights 2739 U.S. Highway 19 N. Holiday, FL .34691 upon the Certificate Homer. This Certificate does not amend, admid or alter the coverage afforded by the policies Flow. Insurers Affording Coverage NAIC $ (727) 938 -5562 Insured: South East Personnel Leasing, Inc. & Subsidiaries 2739 U.S.. Highway 19 N. Holiday, FL 34691 Insurer A: Lon Insurance Company 11075 Insurer B: Insurer C: Insurer D: Insurer E: Coverages The policies ofinsurance listed below have been Issued to the insured named above for the pollcyperiod I Bleated. Notwifttandirg airy requirement tens oreondition of ary contract orotier doeun®dtultiu respfltx to which this certificate may be Issued or may pertain, the insurance afbrded by the policies described herein is subject to all fire tams, viol slons, and conditions ofsuch policies. Aggregate Imb shore mayhave bear reduced 4 paid calms. MR LiR ADDL gsRD Type of Insurance Policy Number Policy Effective Date Policy Expiration Data Limits (MWDDNY) (MM/DDNY) GENERAL LIABILITY Each Occurrence G Commercial General Liability Claims Made [:] Occur Damage to rented promises (EA occurrence) G Med Exp Personal Adv injury eral aggregate limit applies per. General A99ne9ale Policy Project LOC Products- Compf0pAgg P TOMOBILE LIABILITY Combined Single Unit AnyAutD Ali Owned Autos Scieduled Autos (FA Accident) G Bodily Injury (Per Person) Bodily UnJury Hired Autos Non-Owned Autos (Per Acciderd) Property Damage (per Accident) EXCESSIUMBRELLA LIABILITY Each Occurrence Occur Claims Made Aggregate Deductible A Workers Compensation and WC 71949 01/01/2013 01/01/1014 x wC Statu- OTH- Employers' Liability tDry Limits ER E.L. Each Accident $1.W,000 Any propdetoripartner /executive officer/member E.L. Disease - Ea Employee $1,000,000 excluded? NO If Yes, describe under special provisions below. E.L. Disease - Policy Limits $1.000,000 Other Lion Insurance Company Is A.M. Best Company rated A- (Excellent). AMB # 12616 Desornptnon. c rOp. r. tro ns/LocatuonoNshrcres /E:erusrona added by End *room ant/Special Provisions: (31entID• 22- 57-029 Coverage only applies to active employee(s) of South East Employee Leasing Services, Inc. that are leased to the following "Client Company": Ocean View Windows & Doors, Inc. dba Alpha Windows & Doors Coverage only applies to injuries incurred by South East Personnel Leasing, Inc. & Subsidiaries acute employee(s) , while working in Florida. Coverage does not apply to statutory employee(s) or Independent contactor(s) of the Client Company or any other entity. A list of the active employee(s) leased to the Client Company can be obtained by faxing a request to (727) 937 -2138 or by calling (727) 938 -5562. Project Name: FAX:954 -781 -5181 / ISSUE 01 -17 -12 (SS)Relssued 12/10/12 (SH) Begin Date: 12 16 2009 CERTIFICATE HOLDER CANCELLATION CITY OF MIAMI SHORES Should arty ofthe above described policies be cancelled before to enpiration datelhereof, the issufig Irsurerwl0 endeawr to mail 30 days written notice to the ceAiNcate holder named to the ieft but failure to do so shag impose no obligation or liability ofarry kind upon the Ire", Its agents ormpreserdaWes. 10050 N.E. 2ND AVENUE MIAMI SHORES, FL 33138 rI NOTICE OF COMMENCEMENT CFN 2 0 13R O 1152 0 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION OR EC s%4E5 F's 4632; t 11-- ) RECORDED 0211212£r13 11 �2+3a56 HARVEY RUVINP CLERK OF COURT { I -DADE COUNTYP FLORIDA PERMIT N0. TAX FOLIO NO. I (- 390& -013 '`�'�� sT PAGE STATE OF FLORIDA COUNTY OF MIAMI -DADE: ®g ?6 4 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 2. Description of improvement: � r,j //�j 3. Owner(s) name and address: Interest In property: ' Name and address of fee simple titleholder. 4. Contractor's name and address: _ 5. Surety: (Payment bond required by owner froth contractor, if any) Name and Address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners designates the in Section 713.13(1)(b), Florida Statutes. Name and Address: MY 9. Expiration date of this Notice of different date is specified) Sphature of Own�)C? Print Owner's Name We> � r � Prepared by Sworn to and subscribed before me this day of f G' G , 20 Address: r `- Notary Public: Print Notary's Name: 2 A-ro My commission expires: a. - C,.CQ:< a /31« TAo'L't C., 50% y n& A, _-1 4--ce Cc7C.d2v�- C ✓eeK 373073 WRIJam R. Thomas Commission #DD865129 Expires: MAR. 23, 2013 THRU ATLANTIC BONDING CO., INC. 1 Property_Infarmatior -i.,. Folio 11- 3206 - 013 -5760 Property Address 361 NE 97 ST Owner Name(s) JAMES E HOLT MARIA PAZ GARCIA HOLT Mailing Address 2425 N CENTER ST #348 HICKORV NC 28601 Primary Zone 1000 SGL FAMILY - 2101 -2300 SQ Use Code 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths /Half 3/3/0 Floors, 2 Living Units 1 Adj. Sq. Footage 3,160 Lot Size 11,500 SQ FT Year Built 1927 Legal Description 1 5341 6 53 42 MIAMI SHORES SEC 1 AMD PB 10 -70 LOT.19 & 20 BLK 42 LOT SIZE 100.000 X 115 OR 16939 -4069 0995 1 OR 28281 -3268 0912 01 Assessment lrif ©rmatlon; .R. - .,. ,_._. Current Previous Year 2012 2011 Land Value $164,836 $143,336 Building Value $223,759 $223,777 Market Value $388,595 $367,113 Assessed Value $179,142 $173,925 Exemption j1nformat on „ Current Previous Year 2012 2011 Homestead $25,000 $25,000 2nd Homestead $25,000 $25,000 Senior $0 $0 Veteran Disability $0 Civilian Disability $0 $0 VNidow(er) $0 $0 Disclaimer: MIAMI -DAIX COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Honorable Carlos Lopez- Cantera Properly Appraiser A Aerial Photography 2012 N The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at http: / /www.miamidade.gov /info /disclaimer.asp. Property information inquiries, comments, and suggestions email: pawebmail @miamidade.gov GIS inquiries, comments, and suggestions email: gis @miamidade.gov Generated on: Friday, February 01, 2013 Current Previous Year 2012 2011 Exemption/Taxable Exemption/Taxable County $50,000 / $129,142 $50,000 / $123,925 School Board $25,0001$154,142 $25,000 / $148,925 City $50,000 / $129,142 $50,000 / $123,925 Regional $50,000 / $129,142 $50,000 / $123,925 Sale thformation .R. - .,. ,_._. Date Amount Recording Qualification Code Book -Page 9/2012 $667,000 28281 -3268 Sales qualified as a result of examination of the deed 9/1995 $197,500 16939 -4069 Sales which are qualified 6/1987 $126,000 13319 -2734 Sales which are qualified The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at http: / /www.miamidade.gov /info /disclaimer.asp. Property information inquiries, comments, and suggestions email: pawebmail @miamidade.gov GIS inquiries, comments, and suggestions email: gis @miamidade.gov Generated on: Friday, February 01, 2013 Ip 6 soon 10 IL AM Ile 31 Jul 2010 FLORIDA BUILDING CODE /ASCE 7 -10 WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING For Buildings with a Mean Roof Height of 60 Feet or Less DESIGN PRESSURES FOR INTERIOR ZONES ('Zone 41 Mean Roof Tributary Area (sq. it) Height (it) 10 IS 20 25 30 35 40 45 50 15 48.6 47.3 46.4 45.7 45.1 44.6 44.2 43.9 43.5 -52.7 -51.4 -50.5 - 49.8 49.3 48.8 - 48.3 48.0 47.6 16 .2 47.9 46.9 46.2 45.6 45.2 44.7 44.4 44.0 -53.3 -52.0 -51.1 -50.4 -49.8 - 49.3 48.9 48.5 48.2 17 49.7 48.4 47.4 46.7 46.1 45.6 45.2 44.8 44.5 -53.9 -52.6 -51.6 -50.9 -50.3 - 49.8 - 49.4 - 49.0 48.7 18 50.2 48.9 47.9 47.2 46.6 46.1 45.7 45.3 44.9 -54.4 -53.1 -52.2 -51.4 -50.8 -50.3 - 49.9 - 49.5 -49.2 19 50.6 49.3 48.4 47.6 47.0 46.5 46.1 45.7 45.3 -54.9 -53.6 -52.7 -51.9 -51.3 -50.8 -50.4 -50.0 -49.6 20 51.1 49.8 48.8 48.1 47.5 46.9 46.5 46.1 45.8 -55.4 -54.1 -53.1 -52.4 -51.8 -51.3 -50.8 -50.4 -50.1 22 52.0 50.6 49.6 48.9 48.2 47.7 47.3 46.9 46.5 -56.4 -55.0 -54.0 -53.3 -52.6 -52.1 -51.7 -51.3 -50.9 24 52.7 51.4 50.4 49.6 49.0 48.5 48.0 47.6 47.2 -57.2 -55.8 -54.8 -54.1 -53.5 -52.9 -52.5 -52.1 -51.7 26 .5 52.1 51.1 50.3 49.7 49.1 48.7 48.3 47.9 -58.0 -56.6 -55.6 -54.8 -54.2 -53.7 -53.2 -52.8 -52.4 28 54.2 52.8 51.7 51.0 50.3 49.8 49.3 48.9 48.5 -58.8 -57.3 -56.3 -55.5 -54.9 -54.4 -53.9 -53.5 -53.1 30 54.8 53.4 52.4 51.6 50.9 50.4 49.9 49.5 49.1 -59.5 -58.0 -57.0 -56.2 -55.6 -55.0 -54.5 -54.1 -53.7 32 55.5 54.0 53.0 52.2 51.5 50.9 50.5 50.0 49.7 -74.3 -58.7 -57.7 -56.9 -56.2 -55.6 -55.2 -54.7 -54.4 34 56.0 54.6 53.5 52.7 52.0 51.5 51.0 50.6 50.2 [56.6 -59.3 -58.3 -57.5 -56.8 -56.2 -55.7 -55.3 -54.9 36 56.6 55.1 54.1 53.2 52.6 52.0 51.5 51.1 50.7 -75.8 -59.9 -58.8 -58.0 -57.4 -56.8 -56.3 -55.9 -55.5 38 57.1 55.6 54.6 53.7 53.1 52.5 52.0 51.6 51.2 - 62.0 -60.5 -59.4 -58.6 -57.9 -57.3 -56.8 -56.4 -56.0 40 57.6 56.1 55.1 54.2 53.5 53.0 52.5 52.0 51.6 - 62.5 -61.0 -59.9 -59.1 -58.4 -57.8 -57.3 -56.9 -56.5 44 58.6 57.1 56.0 55.1 54.4 53.8 53.3 52.9 52.5 - 63.6 - 62.0 - 60.9 -60.1 -59.4 -58.8 -58.3 -57.8 -57.4 48 59.5 57.9 56.8 56.0 55.3 54.7 54.1 53.7 53.3 -64.3 -63.0 - 61.9 - 61.0 -60.3 -59.7 -59.2 -58.7 -58.3 52 60.3 58.7 57.6 56.7 56.0 55.4 54.9 54.4 54.0 -65.5 - 63.9 - 62.7 - 61.9 - 61.1 -60.5 -60.0 -59.6 -59.1 56 61.1 59.5 58.4 57.5 56.8 56.1 55.6 55.1 54.7 - 66.3 -64.7 - 63.5 - 62.7 - 61.9 - 61.3 - 60.8 -60.3 -59.9 60 61.9 60.2 59.1 58.2 57.4 56.8 56.3 55.8 55.4 67.1 -65.5 -64.3 -63.4 - 62.7 - 62.1 - 61.5 -61.1 -60.6 DESIGN PRESSURES FOR EXTERIOR ZONES ( "Zone Y) Mean Root Tributary Area (sq. it) Height (it) 10 13 20 25 30 35 401 45 50 15 48.6 47.3 46.4 45.7 45.1 44.6 442 43.9 43.5 65.1 62.5 60. 59.3 -58.1 -57.2 -56.3 -55. -54.9 16 4.2 4.9 46.9 46.2 45.6 44.7 44.4 .0 -65.8 - 63.2 - 61.4 -60.0 -58.8 -57.8 -57.0 -56.2 -55.5 17 49.7 48.4 47.4 46.7 46.1 45.6 45.2 44.8 44.5 - 66.5 - 63.9 - 62.0 -60.6 -59.4 -58.4 -57.6 -56.8 -56.1 18 50.2 48.9 47.9 47.2 46.6 46.1 45.7 45.3 44.9 - 67.2 -64.5 - 62.7 - 61.2 -60.0 -59.0 -58.1 -57.4 -56.7 19 50.6 49.3 48.4 47.6 47.0 46.5 46.1 45.7 45.3 67.8 - 65.1 -63.3 - 61.8 -60.6 -59.6 -58.7 -57.9 -57.2 51.1 49.8 48.: 47.5 46.9 46.5 46.1 45.8 - 68.4 - 65.7 - 63.8 - 623 - 61.1 -60.1 -59.2 -58.4 -57.7 22 52.0 50.6 49.6 48.9 48.2 47.7 473 46.9 46.5 66.8 -64.9 - 63.4 - 62.1 -61.1 -60.2 -59.4 -58.7 24 52.7 51.4 50.4 49.6 49.0 48.5 48.0 47.6 47.2 -70.6 -67.8 - 65.9 - 64.3 - 63.1 - 62.0 - 61.1 -60.3 -59.6 26 S 52.1 51.1 50.3 49.7 49.1 48.7 48.3 47.9 -71.6 - 68.8 - 66.8 - 65.2 -64.0 -62.9 - 62.0 - 61.2 -60.4 28 54.2 52.8 51.7 51.0 50.3 49.8 49.3 48.9 48.5 -72.5 -69.7 -67.7 - 66.1 - 64.8 - 63.7 - 62.8 - 62.0 -61.2 30 54.8 53.4 52.4 51.6 50.9 50.4 49.9 49.5 49.1 -73.4 -70.5 -68.5 - 66.9 - 65.6 -64.5 - 63.5 - 62.7 -62.0 32 55.5 54.0 53.0 52.2 51.5 50.9 50.5 50.0 49.7 -74.3 -71.3 -69.3 - 67.6 - 66.3 -65.2 - 64.3 - 63.4 -62.6 34 56.0 54.6 53.5 52.7 52.0 51.5 51.0 50.6 50.2 -75.0 -72.1 -70.0 - 68.4 - 67.0 - 65.9 - 64.9 - 64.1 -63.3 36 56.6 55.1 54.1 53.2 52.6 52.0 51.5 51.1 50.7 -75.8 -72.8 -70.7 - 69.0 - 67.7 - 66.6 - 65.6 -64.7 -63.9 38 57.1 55.6 54.6 53.7 53.1 52.5 52.0 51.6 51.2 -76.5 -73.5 -71.4 - 69.7 - 68.3 - 67.2 - 66.2 - 65.3 -64.6 40 57.6 56.1 55.1 54.2 53.5 53.0 52.5 52.0 51.6 -77.2 -74.2 -72.0 -70.3 - 69.0 - 67.8 - 66.8 - 65.9 -65.1 44 58.6 57.1 56.0 55.1 54.4 53.8 53.3 52.9 52.5 -78.5 -75.4 -73.2 -71.5 -70.1 -68.9 - 67.9 - 67.0 -66.2 48 59.5 57.9 56.8 $6.0 55.3 54.7 54.1 53.7 53.3 -79.7 -76.5 -74.3 -72.6 -71.2 -70.0 - 69.0 - 68.0 -67.2 52 60.3 58.7 57.6 56.7 56.0 55.4 54.9 54.4 54.0 -80.8 -77.6 -75.4 -73.6 -72.2 -71.0 - 69.9 - 69.0 -68.2 56 61.1 59.5 58.4 57.5 56.8 56.1 55.6 55.1 54.7 -81.8 -78.6 -76.3 -74.6 -73.1 -71.9 -70.8 - 69.9 -69.1 60 61.9 60.2 59.1 58.2 57.4 56.8 56.31 55.8 55.4 -82.8 -79.6 -77.3 -75.5 -74.0 -72.8 -71.7 -70.7 -69.9 General Notes 1 These tables list allowable pressures (W.Jgiven as 0.6•Wwb where W,a is the wind pressure calculated in accordance with Chapters 26 and 30 of ASCE 7 -10 using the ultimate design wind speed (Volt) and the variables given herein. 2 These tables are not valid as a site - specific drawing 3 These tables apply to walls and vertical surfaces only 4 Use of these tables, and the vidues mid coefficients listed herein is to be dictated and verified by the governing building department and permit holder. 5 These tables are intended solely to illustrate design wind pressures as listed. No other warranty or certification is intended or applicable. 6 This document is the work and property of Emma T. Mellinger, P.E., and shall not be reproduced in whole or in part withont her express written consent. ULTIMATE WIND SPEED Imoh) = 175 EXPOSURE CATEGORY = D Tables are valid for the tollonAna eomMons orrM 1 Wind Speed, (V,s. 3- second gust) = 175 mph 2 Risk Category: II (General Residential and Commercial Contraction), 3 Exposure Category D 4 Topographic Factor (Ka): 1.0 (Flat Terrain) 5 DiractionaliV Factor (Kd): 0.85 6 For situations requiring Kd =1.0, multiply the values in these tables by 1.18. V%* Kd requirements with local building official and product approvals before use 7 Enclosed Building: Gcpi = 0.18 Consult an eealnoer for amr Oliver eortd8loru InstruOtlams 1 Tables show the •worst case design pressures, with any unknown variable at its critical condition. 2 Tables are valid for any roof slope. For reductions for roof slopes less than 10 degrees, consult Engineer for site specifiC analyale. 3 Calculate the average roof height If average cannot be determined, use the peak roof height. Round up the roof height to the next highest table value 4 Calculate the tributary area (length x height) ofthe opening in question. Round the tributary area down to the next smallest table value. Ifthe tributary area is unknown, use the most critical value (10 square fast} 5 Area between structural mullions shall be used as tributary area 6 Ietmmine the Zone (Interior 4, or Exterior 5) ofthe opening. An opening with any portion closer than distance 'a' to a building comer shall be considered in an Fancrior Zone (5), otherwise ifall ofthe opening falls more than distance's' from a building career. the opening Wind be considered in an Interior Zone (4). 7 Distance 'a," as refined to above, shall be calculated as the smaller of 100/6 ofthe minimum building width or 40% of the beight, but not less than 3 feet 8 Read the worst case positive and negative design pressures for use as required by governing building department r r' .. _ �. _ .. _ &'. ... _.. irvs; _. '�_ �.e. ..' ... -e.. ♦ : -.. . .sic• . «�.:. 7' 3 " T Holt 361 residence ti c� T ti N N r` P_ 44 i� zo .1� - 48' 5" - -- E:3' All First floor (14/. co (.. X5.13 2 Fix 37 314 x 76 3/4 Mark 12 Courtyard Fix 20 x 48 Fix 20 •x 48 Mark 12B • Mark 12A _52."1 - 52.7 Fix 20 x 48 HR 62 1/4 x 60 112 XO Mark 12C HC 62 1/4 x 31 118 ". Mark 14 qq C. / - S Z ]V Room _ - ' . .iV. Room File 28 1/2 x 60 1/4 K-- 6'8"-A K-- 6' 6" 2 HR 621/4 x 60 1/2 2 HC 62 1/4 x 31 1/8 Marks 17, 176 N Room �— 10' 3" 71'81! TM Fix NOA FL15920.1 TM HR NOA 12- 0321.02 Glass A TM Casement NOA 12- 0309.04 Glass E SIW Mull NOA 12- 0221.08 1 x 4 x.126 TM FD 249 serlea NOA 12- 0208.14 Glass A Fix 35 3/8 x 53 5/8 Mark 5 t((O.q Kitchen 5' 9"--j r2' 6,1 oc0. Casement 31 3/4 x 59 3/4 cV —COS',1 Kitchen Fix 35 3/8 x 53 5/8 Mark 4 Kitchen FD 541/2 x 89 3/4 RH Mark 7 qzS , 1 %- �fY. 3 Kitchen FD 35 x 82 1 /4�H Mark 10 q-7.13 f(. y Casement 313/4 x 41 112 RH Courtyard Mark 8 �{�, (O l SZ: I 2 Fix 37 3/4 x 76.3/4 Mark 11 Co urtyard qq. -'48.8 Kitchen 2 Fix 37 3/4 x 76-3/4 Mark 9 'Courtyard Fix 35 3/4 x 89 3/4 Mark 3 Dining room Fix 35 3/4 x 89 3/4 Mark 2 Dining rofj m 70., ` (O, T. [ �' S ' Fiberglass door 37 1/2 x 80 3 Fix 35 3/4 x 89 3/4 Mark i 3. / Marks 19,20,21 Entry q(o. Y( -50. > co in c•- '� qo =r �r 0 N I - W� `(q. col - 57.2* HR 62 1/4 x 60 1/2 XO HC 621/4 x 31 1/8 HR 62 1/4 x 60 112 XO Mark 13 HC 62 1/4 x 31 118 ". Mark 14 qq C. / - S Z ]V Room _ - ' . .iV. Room File 28 1/2 x 60 1/4 ------------------ Mark Mark 16 ,to� -52.7 N Room HR 62 1/4 x 60 1/2 XO HC 62 114 x 31 1/8` Mark 16 Yq% Co (- S7. Z N Room HR 73 x 63 XOX Mark 18 0($_(� K-- 6'8"-A K-- 6' 6" 2 HR 621/4 x 60 1/2 2 HC 62 1/4 x 31 1/8 Marks 17, 176 N Room �— 10' 3" 71'81! TM Fix NOA FL15920.1 TM HR NOA 12- 0321.02 Glass A TM Casement NOA 12- 0309.04 Glass E SIW Mull NOA 12- 0221.08 1 x 4 x.126 TM FD 249 serlea NOA 12- 0208.14 Glass A Fix 35 3/8 x 53 5/8 Mark 5 t((O.q Kitchen 5' 9"--j r2' 6,1 oc0. Casement 31 3/4 x 59 3/4 cV —COS',1 Kitchen Fix 35 3/8 x 53 5/8 Mark 4 Kitchen FD 541/2 x 89 3/4 RH Mark 7 qzS , 1 %- �fY. 3 Kitchen FD 35 x 82 1 /4�H Mark 10 q-7.13 f(. y Casement 313/4 x 41 112 RH Courtyard Mark 8 �{�, (O l SZ: I 2 Fix 37 3/4 x 76.3/4 Mark 11 Co urtyard qq. -'48.8 Kitchen 2 Fix 37 3/4 x 76-3/4 Mark 9 'Courtyard Fix 35 3/4 x 89 3/4 Mark 3 Dining room Fix 35 3/4 x 89 3/4 Mark 2 Dining rofj m 70., ` (O, T. [ �' S ' Fiberglass door 37 1/2 x 80 3 Fix 35 3/4 x 89 3/4 Mark i 3. / Marks 19,20,21 Entry q(o. Y( -50. > co in c•- '� qo =r �r 0 N I - W� Holt 361 re'sid e*nc'e i. 221211 161 Ott 51 10 "A 011 K— 61 O"� --------- Second floor ji it It it IL__� Fix 17 314 x 41 112 -/TV co 7;7 -Mark 30 Casement 33.314 x 5312 RH o Casement 33 3/4 x 63 1/2 RH -10.(0 Mark 29 52- Mark 31 Bedroom Bedroom 2 44 Casement 33 3/4 x *53 112 LH -Mark 28 -7/ -S7.. 7- 52 in Fl) 36 1/2 x 84 L - T, I Bedroom Mark 33 57b _5i.8 Bedroom 52.-7/- 01.1,111-I"j it 5-7.2- SH 20 1/2 x 45 cO Fix 36 3/4 x 84 Mark 27 BO LO Mark 34 So. Y(-_SN%8 Bedroom Case[ ffient 33 3/4 x 53 1/2 RH Mark 32 *92 Casement 33 3/4,x 63 1/2 LH Closet ST L_ Fix 37 x Mark 36 S2:7 S 7. 2 Mark 26- fiBath Stairwell fi -Casement 33 3/4 x 63 112 lh T_ Mark 22 SZ.: I Fix 22 x 37 3/4 C) Bedroom' Mark *25 5' 1 W-1 p 41, K 12' 411 7'011 52.1 Fix 33.3/4 x 63\112 lh Mark 23 :52.77 51 7 Bedroom Casement 33 3/4 x 53 1/2 lh Mark 24 52.-7/ - 5 7.7 -Bedroom. .Cabana 20'0" I it 11 'It If it ji- 11 11 11 Roof 12- o Garage door 04 Mark 36 q.3. s.-/- SY Fix I8x30 C:) C\I Mark 40 Bath _ -I 2 04 FD 30 x 81 LH Mark 41 FD-30 x 80 LH Cabana bath - Mark 38 -Side Entry FD 36 x 80 RH C> Mark 42 Cabana ath J 61 511- 41 0111 �2l It oil Casement 24 x 451/2 RH 6, 6" 42"1 Mark 37 Cas elment 24 x*45 1/2 LH Cabana. Co a 1 Mark 36 A Cabana 52,'1 i. C Code Version 2010 FL; • 15920 Application Type ALL Product Manufacturer ALL Category ALL Subcategory . ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL . Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design.Pressure ALL Other ALL S ch Results - A licatibns � T M nufacturer Validated By Status Ll 2 Ne Windows LLC ;Subcategory: Keith E. Lorinos, PE Approved egory: Windows (561) 247 -0135 Fixed *Aooroved by DAM Aro.rv. '. —.7— u necessary. Contact U e :: 1940 North Monroe Stmt Tailahassee Fi 373g9 ' Phone: 850 - 487 -18 4 The State of Florida is an AA/EEO employer. CoyriQht 2007 -2010 State of rich :: Pdvacy Statement :: Accesslbllity Statement:: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public- records request, do not semi electronic man to this entity. Instead, contact the office by phone or by traditional map. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, FS. must provide the Department with an email address if they have one. The em80s provkied•may be used for offkial communication with the licensee. However email addresses are public record. If you do not wish to supply a Personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here.,. Product Approval Accepts: Pq MINNIE VMVIA01, (Zi .f2�4, 2o, -30 F I / I )" 12- d3, �Z Q- ��+; (7 6, YO. Product Manufacturer T M Windows LLC Address /Phone /Email 601 nw 12 ave pompano beach, FL 33069 (954) 281 -4430 smetzger@tmwindow.com Authorized Signature Frank Bennardo frank @engexp.com Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Frank Bennardo the Evaluation Report Florida License PE- 0046549 Quality Assurance Entity National Accreditation & 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 FL15920 RO COI Cert Indeo odf Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 Product Approval Method Method 1 Option D . Date Submitted 08/24/2012 Date Validated 10/10/2012 Date Pending FBC Approval 09/05/2012 Date Approved 10/16/2012 ma o o illy • FL # • Model, Number or Name Description 15920.1 eries "300" Aluminum Fixed Series "300" Aluminum Fixed Window - LMI/SMI 74" x Window 122" Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15920 RO II DWG re-submit-10-10, pdf Approved for use outside HVHZ: Yes Verified By: Frank Bennardo P.E. 46549 Impact Resistant: Yes - Created by Independent Third Party: Yes Design Pressure: +70/ -70 Evaluation Reports Other: FL15920 Rb 'AE Eval pddf Created by Independent Third Party: Yes Back Next ContaCt a ;; 19AG North Monroe Street, Taff h- ar ^2aoo phone• 850- 487 -IB 4 The State of Florida is an AA/EEO employer. So_pyzight 2007 -7010 State of orlda: ;: Prtvary Statement ;; AccescWW statement ;; Refund Statement Under Florida law, email addresses are public records. If you do not want your a -map address released in response to a publk- records request, do not send electronic mad to this entity. Instead, contact the office by phone or by traditional mad. If you have arty 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 air email address if they have one. The emads provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can• be made available to the public. To determine if you are a Ikensee under Chapter 455, F.S., please click hem. Product Approval Accepts: si=ri Att~" raxc v TM HIV INDOW'& DOOR. SERIES 300 ALUMINUM FIXED WINDOW LARGE AND SMALL MISSILE IMPACT RESISTANT GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2010 FLORIDA DING CODE, F9 I USE N AND OUTSIDE THE HIGH VELOCITY HURRICANE'ZONE, PER TAS 201 RI%EV ST 04 �JTAN 2021 A ME130 2. NO 33•1/39/a INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND' LOAD DURATION FACTOR Cid BEEN USED ANCHOR DESIGN AND NEGATIVE E% 3. POSITIVE DESIGN P RX�Z=. FOR USE WITH THIS sysrEm SHALL BE DETERMINED BY OTHERS ON A JOB•SPECIRC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE SPECIFIC LOAD WIND LOAD REQUIREMENTS BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE 2DIO FLORIDA BUILDING _ CODE By SEPARATE F N=r4G CERTIFICATION AND SHALL BE LESS THAN 0 AL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS STATED HEREIN. 41 THE ;Y DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A spEcrRc SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. S. PERMIT HOLDMSHALL VERIFY THE ADEQUACY OFTHE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS To THE EXISTING STRUCTURE. 6, MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS. APPROVED BY OTHERS OR UNDER SEPARATE CERTIFICATION. T. ALL EXTRUSIONS SHALL BE 6063-TS ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. 0. 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 PVS. INTERLAYER N.OA* 11-1119.03 12: E.I. DUPONT DE NEMCURS & Co., INC- SENTRYGLAS INTERLAYER N.O.A.# 11- 0624.02 13. APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. SEE GLASS TYPES FOR ANY RESTRICTIONS FL #i5920.1 tqo. Ail B9. wl ul 0: U C) ol S. JJ < 03R 0 t. I POSSIBLE ARCHITECTURAL SHAPES. SHAPE. SHAPE MAYEXCEEDSIZEOFTESTEDRECTANGLErRANSCRIBEDAROUND CLIPPED - CORNER TRIANGLE HALF -ROUND QUARTER ELLIPSE EXTENDED QUARTER SEGMENT TRAPEZOID '*�� 11 . ( : - -'.An EXTENDED RADIUS Yo' PENTAGON EXTENDED HALF -ROUND EXTENDED FULL ELLIPSE GOTHIC QUARTER SEGMENT QUARTER ROUND FULL ROUND OCTAGON OPEN BOTTOM OVAL QUARTER ROUND EQUAL LEG CIRCLE SEGMENT TRIANGLE ALLOWABLE SIZES & LOADS MAY BE DETERMINED BY INSCRIBING ARCHITECTURAL OCTAGON SHAPES IN SQUARES OR RECTANGLES THAT DO NOT EXCEED SIZES ON PAGES 4/8 & 5/8. ARCHITECTURAL SHAPES ARE IMITED TO * 70.PSf..MA74 , SURFACE APPLIED FALSE MUNTINS' OPTIONAL JOINT WELD P,O]NTS]YB. -- -- (MAY VARY) 12' MAX. FOR ANCHORS TYPEA &C OR 'Y - 3- MAX FROM 6' MAX. FOR ANCHORS ANY IOINT OR 1 CORNER E r—, = o 7lag i 19 V $.tea 6 m_ QwoLLp N. m =_::,l •: -- 1L -: =: s . FRAME WIDTNr —� TYPICAL ELEVATION D-LO. WIDTH= WINDOW WIDTH -4. D.L.O. LENGTH - WINDOW LENGTH -4' FL #15920.1 J T 3 NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY AS SHOWN ABOVE. a N9 $ wwr.gg ow °Ul J J O 8 Z4,511 Q � a 0 R J I F— .a i. EXISTING HOST EDGE DIST STRUCTURE METAL STRUCTURE$(STEEL OR t \_ •• ALUM. 1/8' MIN. THICK) STEEL: Fy= 36 KSI MIN. ANCHORS PER ANCHOR ALUMINUM: 6063 -TS MIN. SCHEDULE. SEE TYPICAL SEE MULLION APPROVALS FOR 267 WOOD SUCK ¢ EDG DI £ ELEVATION FOR SPACING MULLION TYPE AND SIZE. ' 1 V $ W E DIST EDGE DIST 1, Ix OR 2x WOOD O�O �P I %Q 4,10 BUCK (QPTIONAL)NOT 9Y T.M1 14104 MAX SHIM ' 14 1/4° MAX SHIM 1 14 114° MAX SHIM 1 4 . ANCHQRS.PER =. _ _ _. , ... _. _ 1/4• MAX SHIM 7 �r ANCHOR SCHEDULE. .. .... , - - ..... ._.. ..... _ _ .. Z y •- PER >��a 4 SEE ELEVATION ON 4 q ANCHORS PER 4 ANCHOR SLNEDULE. Q SHEET 218 FOR ANCIIOA SCHEDULE. w m�I-.7 ffi SEE TYPICAL SEE TYPICAL $$¢ $p� .3 $ 13 SPACING ELEVATION ON ELEVATION ON '7 SHEET 2A FOR SHEE 8 FOR N 8 iiiii Ii ' .SPACING G 'U OPTIONAL ko O }° SURFACE. APPLIED. . MUNTIN5 - 2 TYPICAL PICAL ANCHOR'S.. SEEELEV. ONPAGE2/84ANCHOR � ,�, tj WOOD SUCKS AND METAL STRUCTURE NOT BY TM WINDOWS. - CHARTS FOR $PAC'BdG:& QUANTITY 0 y jp MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND 0 - W TRANSFER THEM TO THE BUILDING STRUCTURE µ�� J G C ' TYPE'A'. 1/4° DM ULTRACON BY'ELCO' (Fu =177 KSI, _ Z gg 0 m G i Fy =155 KSn THRU IBY INTO CONCRETE (2846 PSI MIN) OR GROUT FILLED BLOCK (ASTM C90) 0 c S p' 1°•F O BLOC MIN. EMBED INTO CONCRETE OR GROUT FILLED Q a , BLOCK. m TYPE'S'- 1/4° DM ULTRACON.BY'ELCO' (FUa177 KSI, ►"� INTO 2BY WOOD BUCKS OR WOOD STRUCTURES F BED OF ANCHORS PER ANCHOR 1-1/ MIN. PENETRATION TION IMO WOOD 6 SEALANT SC"EOULE. SEE TYPICAL, . ELEVATION SPACING SHEET 2/8 2 4 FOR SP TYPE'C- 1/4-20 DM SHEET METAL SCREW (GRADE .5 MIN) (Fu =120 KS1� Fya90 KSI)" g8 1 da. . E N .) PINCHES 5 THE THREAD PLAN M .STEEL: Y TKM N . 4 1/4° MAX SHIM. (Fya36.KSI MIN) :• . 1 Ix OR 2x WOOD BUCK ALUMINUM: 1/8• THK. MIN. (6063-75 MIN) k .... - (OPTIONAL): NOT BY T.M. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED gggg OR PAINTED) •1 TYPICAL EDGE DISTANCE _ p s INTO CONCRETE/GROLrF FILLED BLOCIC= 2 -1/2° MIN. j F INTO WOOD STRUCTURE = 1• MIN. INTO METAL STRUCTURE = 314' MIN. ' i • 003 EXISTING HOST J STRUCTURE 12-TM, seater 01 vase nescuvrsoNr COVER gNEET T 1 TYPICAL SECTION FL *15920.1 3 61 ° 1' OT VERT SECT _n tn 0 s_A ry rn "n Mide Ap" W REV AFTER MWcNM Rao O2 (A EDGE DIST 24 X, V x Vz o :� �' +a 0 z 8 rn M (n r o 00, $hip ig v VVV I gig -1-1, v 1. 18111. 1. 1- Is " -1-1-1 Isla 1 1 all 1 ago list 1 18,11all 2199 I glas's lal a as al VV V 812181818181818111 a a 18181 SAS 1i I a a I a a it a.v 0 cials a I a IsIslo a Islol a Sol a a I so. a a I E gi as 1 111-! 121 Ego V V ditis ; I a 91 a a .1vIsla, a a v 2181318181813 a a gas 88138 ago I gI at IfIgH I- I- I- I IgI;'I 1, a . 21 a "s I an s s *I.H. as H. • Bass t� a • I. I s ell goal Ilig �' 9 _n tn 0 s_A ry rn "n Mide Ap" W REV AFTER MWcNM Rao O2 (A EDGE DIST TM WINDOW AND DOOR, LLC ENI 601 NW 12TH AVE. EX POMPANO WACH, FL 4 fp. . 100 Sw 12th (954) 781-4430 DEERFIEW B A_+S 7-� SERIES 300 P1CrURE'wIND0w*- TEST PROTOCOL www.EA LARGE AND SMALL MISSILE IMPACT' 'M*0 A FRANK L BENNARD .. .. ..... ... 24 X, V x Vz o :� �' +a 0 z 8 rn M (n r o 00, $hip TM WINDOW AND DOOR, LLC ENI 601 NW 12TH AVE. EX POMPANO WACH, FL 4 fp. . 100 Sw 12th (954) 781-4430 DEERFIEW B A_+S 7-� SERIES 300 P1CrURE'wIND0w*- TEST PROTOCOL www.EA LARGE AND SMALL MISSILE IMPACT' 'M*0 A FRANK L BENNARD .. .. ..... ... 24 X, A., x Vz o :� �' +a 0 z 8 rn M TM WINDOW AND DOOR, LLC ENI 601 NW 12TH AVE. EX POMPANO WACH, FL 4 fp. . 100 Sw 12th (954) 781-4430 DEERFIEW B A_+S 7-� SERIES 300 P1CrURE'wIND0w*- TEST PROTOCOL www.EA LARGE AND SMALL MISSILE IMPACT' 'M*0 A FRANK L BENNARD .. .. ..... ... i ...... _.. _. ........ _.....:.. _.... .. ...._...._ .. 'x,l. a•a'ooavNNas �>tNwa d ;.. � �...; tcue•umaoawo JJtldN23•iISS2W 77VWS ONV.3JW1 :c � �L o� axa�nra mnnnR �1COOLLO a ISRL `a MR, f6S8f �b48C•43E (9591 wF _ s- -. MOON2M:311R1.9IdlM S31N3^,s• ^• •;t';� �- ^•mi +mmm�_ °` vow. T C, Id 'NOV39 CMW -1334 06b1T9L (6S6) 61m biinN9AV 472t MS 09T .W'MV39 ONVdWGd sC JVI IA arvior is 2i00a S]NV MOCINIM DU also y SLVq m1MJ NAWC BMHNRM 4 �, , t ri N m Ln .. al LL a sole as R 0 u g stages ' R o; '. m:_ W' U • -:' �P'Lw8(IS tl31.NA3L R^° �veDWete18• IiaLO •VO'MVlt�dlY�tlevl�lel5- eA!o13 R!wAZW��YP�,pwd �Me+�ld N1 pPMN11-Lt1t10EVMR1)+�(18�', 7LLWNi 1�eWd {ON! �erP,a um558•ZfOL7tlOt E saga, I.j. .I: .I. I,I• •E 1 I �'� I' I ..�. ,i. .�. AR$$1$ 8822828 RR�R$ l$$$$$ �$ RRR$i$ a $$$1$1RRR$$$'$$I$j$IgRRRRRRRR�R �RR 44 $ $ Is gig $ R RIR alleges $ R R R $I$ R!R R R R iii ��;.$$$ �$$ �$$ RRR$ I$$$$$$ R, RR$ �$$$$$$ �RR ;R$j$$$$$$1R�RIRRiRRRRR'RRgR. 4 I i { $$I${�$$$RgR$$.I$$$$$RR�R $I$�$ lei $$RRiR RRRIR RRRRR I s I ( �{iRRR�RR ,�• R�RRRR r? I I i ' ,�, k �o RRR I & I' �I�k�k��.�'n�'��9�,�0. ........., JAL...._ ...a.... _.�._� � _. _..1� +l. �d RRRRRJR RRRRRB •f•�' RRR RRR •�•i•�• RRR :I, • RRR , •f, R�RIRr°. RRRR RRR .,�• RRR •'•l•': ,I• RRR •i•f•I• RRR ,1, RRR ��• r R,. 111 w I i 4 {`{{{ , � I 4 y��$I$�$$$�$�$9$$$ $$$$a$oI$�$$$ �$$$I$RRR $$I$L)$$$.iRRR$ RR I r i RRRlR1RRRRRR�RR�RRRRR�RRRRR lRRI' .1 - 41'a RRI• •RR RR�' •{' •RRRRR 1 +RR£IRi1?IRRRRRRRRRRRIRRRRRRRRR •I• ±' •RR�RRR •RRjRRR.• .R: RRR', ,.,1 i•I• , WVRI°r. RIR RIP. °ORR RRR, •I •�•!• °RR R�R '•i •�, RRR •I•• RRR •I• •�� 111 iii 3i +RRIRIRRtQ�RRRRRRR �I RRR i. RRR •1'� RRR r `RRR I ANT SEALANT SEALANT SEALANT D. r P, DEPTH MIN,(rM) DEPTH MIN. DE PTH MIN "V P. SETTING BLOCK SETTING BLOCK SETTING BLOC( SETTING LOCK AT 1 AT'/4 POINTS AT V4 POINTS z=.Ts ATV4 PO NTS TM G IG. MATERIAL SCHEDULE ITEM PART GLASS TYPES MATERIAL MANUF./SUPPUER/R.EMARKS 1 U3001 .090 BUTACITE PVB INTERLAYER INTERLAYER 6083-16 090 BUTACTTE PVB Ell iNTERLAYER. D90 BLITACITE PVB INTERLAYER INTERLAYER TM-326 .090 SGP INTERLAYER SOU-Ts I ANN. ANN ANN, V, ANA )w ANN. I' 3W ANN H*S, V4x H.S. K' HS. H.S. K �*4 H.S. 'LS' H.S. H*"S,' use sw Covar SEALANT Ye SEALANT W 0,370" HIGH 0 VINM KU AND 0.197" T-SLOT TPE POLYPROPYLENE rok spe mAss V. "a �5 . SEALANT%" VOM RULE - 0.173"0 INSUATED OLASS•OLAZING READ AMMIRY 70 OEM MIN. (IMP.) VINYL Guts - 0.270"0 DEPTH MIN. (TYP,) AUESOM DEPTH MIN. P) (2) #8 2 1 $US SCREWS AT EACH FRAME COMER SAE OR 2 1404 DEPTH MIN. (TYP.) go SEAM SEALER SETTING BLOCK AT Y4 POINTS SCHNEE-MOREW-AD SETTING BLOCK AT X POINTS *ANII'6*'711 SETTING BLOCK AT K POINTS :TINTS mw Down RUBBER SETTING BLOCK AT POINTS 'K 'I-Ts *<6�4 6063-T$ M7700 STRUCTURAL SILICONE ELASTOMETW ADHESIVE BY MOMENTNE PERFORMANCE MATERIALS *V CIUMNEI. 2* LONG AT EVERY ANCHOR LOCATION (TYP-) 5052 H32 ALUMGM 8/16- XL EDGE GLASS SPACER STAINLESS STEEL ALL METAL 7 /16 ^ 'XL EDGE QLASS SPACER syAw-Ess sfm ALL METAL PRIMARY SEAL <@> SECONDARY SEAL SILICONE <@> 090 Bum= PVB' S.ANN. INTERLAYER 3W AIR.SPACE .090 BU AtTE 8 IT A Z. Xe H.S. AIR SPACE '.090 SGP INTERLAYER TEMP .600 SGP INTERLAVER. U-1 TEMP %A . NN. V4' ANN. H.I. rY4 H.S. I ANT SEALANT SEALANT SEALANT D. r P, DEPTH MIN,(rM) DEPTH MIN. DE PTH MIN "V P. SETTING BLOCK SETTING BLOCK SETTING BLOC( SETTING LOCK AT 1 AT'/4 POINTS AT V4 POINTS z=.Ts ATV4 PO NTS TM G IG. MATERIAL SCHEDULE ITEM PART DESCRIPTION MATERIAL MANUF./SUPPUER/R.EMARKS 1 U3001 0.063" SU/4410/11EADO EXTRUSION 6083-16 2 TM-326 I/Ir CLAW STOP FOR I* MASS SOU-Ts 30 TM-327 t/0' GLASS STOP FOR VIC GLASS SoLl-Ts 4` use sw Covar 6063-T6 0,370" HIGH 0 VINM KU AND 0.197" T-SLOT TPE POLYPROPYLENE rok spe mAss UITWAB �5 . 32601 VOM RULE - 0.173"0 INSUATED OLASS•OLAZING READ AMMIRY 70 32011 VINYL Guts - 0.270"0 7/16 AND 0/16 CLASS CLA24NO DEAD AUESOM ij (2) #8 2 1 $US SCREWS AT EACH FRAME COMER SAE OR 2 1404 FOR REcYAmwuR wmw SHAPES ONLY go SEAM SEALER ACRYLIC SCHNEE-MOREW-AD SETTING BLOCK I- LONG AT 1/4 POINTS mw Down RUBBER MM14AL SURFACE APPLIED MUNTINS 6063-T$ M7700 STRUCTURAL SILICONE ELASTOMETW ADHESIVE BY MOMENTNE PERFORMANCE MATERIALS *V CIUMNEI. 2* LONG AT EVERY ANCHOR LOCATION (TYP-) 5052 H32 ALUMGM 8/16- XL EDGE GLASS SPACER STAINLESS STEEL ALL METAL 7 /16 ^ 'XL EDGE QLASS SPACER syAw-Ess sfm ALL METAL PRIMARY SEAL SECONDARY SEAL SILICONE ONLY APPROVED FOR LARGE MISSILE IMPACT FL #15920.1 13 :v ry MIX z. z a! 0$2 1 a �v z 0,370 O 0 w O Z .= H Z;.,. Ln p .0 O 0,250� p mz I �o p En 0 V) z O .0 En Fn W 0.500-1 bD ko N o 1 0 o� —0.367 0.923 th p p En vi w 172 0.096 .193 0.312 1.300. p p in . o 0082 M WINDOW AND DOOR, LLC 601 NW IZM AVL t 1* POMPANO SEACtit FL (954)781 -4430 TEST PROTOCOL, LARGE AND SMALL MISSILE IMPACT H O m m g..z X ENGNEEF' ' 601 NW:IM AVE. n om POMPANO BEACH, R 160 SW 12th. AVENUE, $7 (954) 781 -4430 DEERFIELb BEACH, FL 33s F„'�.:' shy' m". �'�SEfiIES3p0^MGNRE'WWDOWH?�'4 �.. �m .cb, PROTOCOL, N A FRM 4 BLVURWI P.B., AY: Dmu N• .. z Ln t N O QQ g s ¢ BCiIAA(t8 CM I QAre ►.� @IIBSIB JEIA FLB y%.Af,�Jl�fl eS'lo,ONV MOO N33h11ga INDtldS MOd ' n antld 335 �mmArn� W0 m tn rN600 - tn�C'n • ?�O p 0 GltnZ.. �A mN ZN S A r r v TM WINDOW AND DOOR, LL,C I ENGNEEF' ' 601 NW:IM AVE. POMPANO BEACH, R 160 SW 12th. AVENUE, $7 (954) 781 -4430 DEERFIELb BEACH, FL 33s F„'�.:' shy' m". �'�SEfiIES3p0^MGNRE'WWDOWH?�'4 �.. '�'RG,(_9„54.J 3Si-066b •Pat�(954)j 41WYW.EIQGEXI?.COP7.• .cb, PROTOCOL, LARGE AND SMALL MISSILE IMPACT A FRM 4 BLVURWI P.B., AY: Dmu Application Number: FLB Project Number: Product Manufacturer: Manufacturer Address: Product Name & Description: Scope of Evaluation: FL# 12 >TMW -04 TM Windows, LLC 601 N.W. 12th Ave- Pompano Beach, Florida 33069 Series 300 Aluminum Fixed Window Large & Smalf Missile.. Impact Resistant This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Flodda.$uilding Commission) Rule Chapter 9N= 3.005, F.A.C., for statewide acceptance per Method 1'(d). Ttto. product noted. above has been tested and/or evaluated as summarized herein to showcompliancewith the W6 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 -04 titled 'Series 300 Aluminum. Fixed 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(s) #0611.01 -12 by American Test Lab of South Florida (ATL). Large missile impact resistance and cyclic loading, performance. have. been tested in accordance with TAS 201,202 & 203 test standards per test reports) #0611.01 -12: by American Test Lab of South Florida .(ATL). • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations.liave been prepared which evaluate the product based on comparative and /or rational: analysis to qualify the following design crite : 1. Anchor Spacing 2. Maximum Allowable Size/Pressure Combinations 3. Architectural Shape Options 4. Glass Capacity 5. Anchor Capacity No 33% increase in allowable stress has been used in the design of each 160 SW 12TH AVENUE #106 DEERFTELD BEACH, FL 33442 PHONE :.954 -354 -0660 TAxi 954 -354 -0443 WWW.ENGEXP.COM 1 t v t I�� EI�I�CII�IEERING "` ` August 23, 2012 TM Window, LLC. — Series 300 Aluminum Fixed Window (LMD • - - Page 2 of 2 The following are approved for use in the HVHZ as specified in their corresponding NOAs: • DuPont SG tnterlayer (NOA# 11- 0624.02) DuPont PVB Interlayer.(NOA. #11- 1118.03) .. _,:..;:.. Impact Resistance: 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 schedules) on its f 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 products 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 33447 PHONE: 954- 354 -0660 FAX: 954- 354 -0443 WWW.ENGEXP.00M 1 3 Fr -,,-( � f q Z_ MIAMI•DADE �1 ( ` ,J 3 ,.`r,�� ESEC'T40N 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 �Yl AzIT { + TANCE (NOA) .miamidade.�oviuera! T. M. Windows, L 601 N.W.12'. ve. Pompano Aeach, FL 33069 This NOA is emg 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••matedal 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, Series -249 Aluminum Outswing Doors w /wo Sidelites- L.M.I.� rawmg o. Wi 1 -03 Rev B, titled "Series- um Out -swing Door w/ Sidelites (L.M.I.) ", sheets 1 through 16 of 16, prepared by AL- Farooq Corporation, dated 02/10/11 and last revised on APR 18, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with #, wNotice of Accentance number and aonroval_date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. See sheet 5 for single or double Door Design Pressure (DP) rating Vs glass type and/ or threshold type (Exterior ( +) water limit) 2. See sheet 6 for Stationary unit or doors w/ sidelite DP rating Vs glass type and/ or threshold type. Lower DP rating of Doors or Sidelites shall control when combined together. 3. See sheet 4 for Single Door w/ SHW design pressure rating Vs glass type and/ or threshold type, limited to single door application only. . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "MiamWade 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, their 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 # 11- 0218.05 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. NOA No 12- 0208.14 I aM Expiration Date: April 21, 2016 Firlim Approval Date: May 03, 2012 Pagel i T. M. Windows. LLC. .�M - NOTr C E QF AMMANC9: E DF �/y7 d�ti: {y.�• r�,,�e �'-;. ,";, =Y- t,,.. R:.' ear' T;,' ...e°r;' .. �. ksy:a_ :ai'3. 7 .L'' �71JD1�lA 1 1 E A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 11 -0218.05) 2. Drawing No. WII -03 Rev B, titled "Series- 249 Alum Out -swing Door w/ Sidelites (L.M.I.) ", sheets 1 through 16 of 16, prepared by AL- Farooq Corporation, dated 02/10/11 and last revised on APR 18, 2012, signed and sealed by Javad Ahmad, P.E. Note: This revision consists of FBC 2010 notes only. 13. TESTS (transferred £prom file #'11= 0218.05) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing doors w/ wo Sidelites (samples A -1 thru F =1), prepared by Fenestration Testing lab, Inc., Test Report No. FTL -6168, dated 12/14/2010, witnessed by Jorge A. Causo, P. E. and signed and sealed by reviewing engineer Marlin D. Brinson, P. E. Note: This test report has an addendum letter dated March 28, 2011, issued by Fenestration Testing lab, Inc., signed and sealed by reviewing engineer Marlin D. Brinson, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural. analysis, complying with FBC -2007, prepared by Al Farooq Corporation, dated 02/17/11 and last revised on 04 /01/11, signed and sealed by'Javad Ahmad, P.E. (submitted under file# 11- 0218.05) 2. 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. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass interlayer ® ", expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conform <teeiBC2010awnd I of no financial interest, prepared by Al- Farooq Corporation, 01! an seated by Javad Ahmad, P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest, prepared by Al- Farooq Corporation, 02/17/11, signed and sealed by Javad Ahmad, P.E. (submitted under file # 11- 0218.05) 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA # 11- 021 &05, expiring on April 21, 2016. 2. Test proposal # 10 -0017, dated 01/06/10 and e-mail test revision dated Oct 06, 2010 approved by BCCO. Vl,� 1 Ishaq I. Chands, P.E. Product Control Examiner NOA No 12- 0208.14 Expiration Date: April 21, 2016 Approval Date: May 03, 2012 E -1 L� _CLASS D.L.O. DIMS. D.L.O. HEIGHT (DOOR & SIDELITE) - FRAME HEIGHT - 14.878° D.L.O. WIDTH (X DOORS & 0 PANELS) - FRAME WIDTH - 11.878 - D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 201/2 SERIES-249 ALUMINUM: FRENCH DOOR W/ SEDELUES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SDELITES. SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 8 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). IBY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALT. 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 INCLUDWO BUT NOT UNITED TO STEEL"AL SCREWS. THAT CAM£ INTO CONTACT WITH OTHER DIS5 &R MATTE£RRII SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003. &4. 41 \' u\ tl II U u / n II ii 38 3/8. LEAF WIDTH SURFACE APPLIED FALSE MUNTINS MAY BE USED HEAD /SILL ANCHORS AT STILE ENDS (8) AT 3. O.C. _ So. e- MAX 3• HEAD /SILL CORNERS §14 FRA6JE WIDTH IYP: 11 wx slu. 1 DOOR OPTIONS -30- 7 /8 DOORS /SIDELITES ARE RATED FOR LARGE AND S MI MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. D.L. p. On. L : D.L OPG ,, a 355/8- / E WIDTH 38 8/8= , LEAF WIDTH 11. \LOCK OPTIONS \SEE SHEETS II / • 6 \ � / ii AC71YE INACTIVE a • a F w` MG. y@ »m $ h a- Z o,. i� ( X ) ( x x ) 0 SINGLE LEAF DOOR DUAL LEAF DOOR DOOR OPTIONS -30- 7 /8 DOORS /SIDELITES ARE RATED FOR LARGE AND S MI MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. D.L. p. On. L : D.L OPG ,, a 355/8- WIDTH 38 8/8= LEAF WIDTH i� ( X ) ( x x ) 0 SINGLE LEAF DOOR DUAL LEAF DOOR DOOR OPTIONS A DOORS /SIDELITES ARE RATED FOR LARGE AND S MI MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. On FlutfiL WW 1 —w w ANCHORS AT MULLION FROM END OF AND SIDELITES LL : APPLIED UNTINS USED V All Pte- Al t. f. mi - amwoomm- E ANCHORS 46 8/16" •MAX. 3° OOR X% D FRAME H ANCHORS AT MULLION AT 4 ", 7" & 10° FROM END OF FRAME AT DDOR AND SIDELRES TYP. AT HEAD/SILL Dl OPG. DL OPG. D.L. OPG. 46 3/8" 38 S 18° SWEILITE WIDTH LEAF WIDTH 3a 5/8• LEAF WIDTH TYPICAL ELEVATION ( OXXO ) PATH DIRECT SEC S'IDELITES SIDELITE OPTION SURFACE APPLIED FALSE MUNTINS MAY BE USED s: • � FWAN�d 7089§ ; `.1 . W .,. 3839 . 1 • 1� x r; ILK a z 8� P_ O a� i L 3Nm Z�FO nigh a�I W11 =03 IN,— I l I / \ If / I 1 • 1 \ 11 I I HINGE OPTIOFJS j \ ii i� . SEE S . g I= OPTIONS \ SEE SHEET s I Ll " II \ }1 ' It UiAGTA/E ll ACTNE Dl OPG. DL OPG. D.L. OPG. 46 3/8" 38 S 18° SWEILITE WIDTH LEAF WIDTH 3a 5/8• LEAF WIDTH TYPICAL ELEVATION ( OXXO ) PATH DIRECT SEC S'IDELITES SIDELITE OPTION SURFACE APPLIED FALSE MUNTINS MAY BE USED s: • � FWAN�d 7089§ ; `.1 . W .,. 3839 . 1 • 1� x r; ILK a z 8� P_ O a� i L 3Nm Z�FO nigh a�I W11 =03 41 718" NOTE: SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. Dp ffi +65 • —80 PSF • EXT.(+) Dp WITH HIGH THRESHOLD, LIMITED TO.+58 PSF WITH STD. THRESHOLD VWRC=gxvlm is e6gFrgWg wta the Fbd& nwdl"Ceft Z-04 gall La--n�; F 1 V61 ZCL gflPfll� W11 FC LOCKS: OPTION #11 STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 48° FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXm OR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 39 -1/2` FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (4) AT DOUBLE(XX) DOORS. (2) AT SINGLE(X) DOORS OPTION #2 MULTI -POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED AT 40 -1/2` FROM BOTTOM OF ACTIVE LEAF LOCK STILE FASTENED WITH (2) #12 -28 X 2 -1/4' ON MS METALLIC STRIKE PLATE AT 40' FROM BOTTOM OF INACTIVE LEAF I= STILE FASTENED WITH (3) #10 X 1/2` FH SMS MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE OPERATORS AT 10-1/2- & 7$ -1/2° FROM BOTTOM FASTENED WITH (2) 32 X 1/2' FH MS (FLUSH BOLTS AT TOP & BOTTOM OF ACTIVE AND INACTIVE LEAFS TO BE ENGAGED DURING PERXX)B OF HURRICANE WAFMQ) H. : OFMON &1 7 -S /$` LONG ALUM BUTT HINGES, AT 12' FROM EACH END AND ONE AT MIDSPAN OF LEAF. OPTION B2 3 -1/4` LONG ALUM' PIVOT HINGES, AT 12` FROM EACH END AND ONE AT MIDSPAN OF LEAF. FASTENED TO FRAME WITH 2 i/4 -20 X 1 -1/2` MS FASTENED TO PANEL WITH 2 5/1$-1$ X 1 -1/2' MS SEAi.ANTS: FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. 1! ME ACTME SINGLE LEAP (X) DOOR$ WT'H B.H. INSERT DESIGN LOAD CAPACITY PSF GLASS TYPES 0 DOOR FRAME WIDTH FRAME HEIGHT A', %V. D' OR 'D1' INCHES INCHES EXT.(+) TNT.(-) 42 108 88:0 80.0 GLASS TYPE 'F' 0 S.H. WDW W.(+) LOADS SHOWN ROVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT W.( +) LOADS TO 58.0 PSF Mw11P1v� -�� .IY Rte. 'l /I INaA A NOTE: GLASS .CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 i T � O s Via o X2 � Za Y ��(^1��. 1... V' r W11 STATIONARY PANEL (0) OR DOORS WITH SIDNATES DESIGN LOAD CAPACITY - PSF , PANEL /pRECT SET GLASS TYPES FRAME HEIGHT DOOR MOTH SIDELITE WIDTH 'A'. 'Al'. 'R' OR 'Bl' EXT. ( +) INT. ( -) INCHES INCHES INCHES 81 41 7/8 X) 48 80.0 88.7 85 41 7/8 (X) 48 80.0 89.7 91 41 s /mo 48 80.0 08.7 97 41 7/8 (1I) 80 (=) 42 80.0 79.8 tOS 41 7/8 (X) 80 (>X) 42 80.0 79.8 109 4 W /�:) 41 7/8 80.0 80.0 EXT.( +) LOADS SHOWN ABOVE ARE WITH HtOH THRESHOLD FOR STD. THRESHOLD LIMIT EXT.( +) LOADS TO 5811 PSF NOTE: FOR DOORS CAPACITIES SEE SHEET 5. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05 —DEC -218 I 4 i e k E DOOR W. SIDEURE W. (xox o) SIDEUTE W. DOOR W. / , / 1 j \ Al (xox o) SIDEUTE W. DOOR W. ( Oxx ) ( Xxo ) SIDELIT W. STATIONARY ( 0 ) / i \ Al ILL] 11 L�J\41 L-1 1� ( Oxx ) ( Xxo ) SIDELIT W. STATIONARY ( 0 ) ( Ox0 ) ( OXXOT, "woucT[te" �'•w •.I1A,� Wo rrte�(+L. >�. >; `• Z- 0 a O 41 3 z a� s W11 / Al ILL] 11 L�J\41 L-1 1� ( Ox0 ) ( OXXOT, "woucT[te" �'•w •.I1A,� Wo rrte�(+L. >�. >; `• Z- 0 a O 41 3 z a� s W11 HEAT STFW) GLASS \ 1 INTERLAYER LEX PVB 1TY 'SOLUTW' •3/18° HEAT STREN'0 GLASS SILICONE OE RCS7701 CE W. GLASS TYPE 'A' 0 TYPES B' (ABOVE) HEAT STREN'0 CUSS 1/4° AIR SPACE 3118' HEAT STREWD GLASS 3118° HEAT STREN'D GLASS .090 INTERLAYER 094 INERLAYER SAFLFX PVB BY 'SOLITTW SENTRYG AS SY 'DUPONi 3/19° HEAT STWO CLASS 3/19" HEAT STREN'D GLASS SILICONE SILICONE GE RGS7701 GE RCS"01 cE lzoo � � 0 SMS AT 4-1/2° FROM ENDS AND 10 -1/2° 0.0; EPOM SETTING BLM 1/8` X 3/4° X 4' LONG 2 PER LIM AT 8` FROM ENDS GLASS TYPE 'Al GLASS TYPE 'H' GLAZING OPTIONS GLAZING DETAILS AT SIDELITE -3/18° HEAT STREND CLASS 1/4` AIR SPACE ka Mi+IM MIeR11a c 3/18° HEAT STREN'0 CLASS h' z 090 INTERLAYER 'DUPONT' SENTRYGUS BY 1/8" HEAT STREN'0 CLASS 4L 3/18° HEAT STREN'D CLASS .090,JNTERLAYER A f SILICONE OE ROS7701 SENTRYGLAS BY *DUPONT' GY. e JAVAD AHMAD •. �• • �Pj 9 70159 '.36J8 L;. CE 1200 b •v ' g Y •. ��. 1 /8' HEAT STREN'0 GLASS it LL n i, A SlUODNE GEE 7701 �8 y ' • X i� GE taco a a i Ii f 0 ZN-r a '�' SPAMWUId K Ai4 sms --1/2' FROM ENDS AND 10 -1 /2' D.C. YY EFOU SETTING BLOCK 1/8° X 3/4' X 4' LONG 1/8- 1 ' 2 PER LITE. AT e' FROM ENDS GLASS TYPE '131' GLASS TYPE ,F,•�- (S.W WINDOW WITH SINGLE DOOR APPLICATION ONLY) . 2a ka Mi+IM MIeR11a h' 61�rg1� Brie 4L �mz e JAVAD AHMAD •. �• • �Pj 9 70159 '.36J8 L;. .. b •v ' g Y •. ��. A Sheet 7 Mll 5 • X i� 11 TYPICAL ANCHORS SEE ELEVATIONS toy WOOD 8= EDGE Ow. FOR SPACING EDGE DIST. 6(�SEEE NOTE SHEET 1) ALTERNATE 0 9 - 0 OR PENEMY" us ff OR R = Zi FOR EDGE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 0 Engtt JAVW AHMAD X 5 is us ff OR R = Zi FOR EDGE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 0 6*fmam Deft Milli I Wrof w-1 OPERATING UNI S .A *- , , , . :. , ' Engtt JAVW AHMAD X z is 0 EDGE OW. ELEVATIONS DIST. EDGE OW. SEE ELEVATIONS FOR SPACING ED, FOR a FOR SPACtNG OZ. STANDARD THRESHOLD LOW THRESH WOOD SUCKS AND METAL STRUCTURE NOT BY TM WINDOWS 0 HIGH THRESHOLD APP" FOR WATER RESISTANCE APWO FOR WATER REMIANCE NOT APPfrD FOR WATER RESMANCIE MUST SUSTAIN LOADS IMPOSED BY GLAZING 'SYSTEM LIMIT MAX. E)CT LIMIT MAX. EXT(+) LOADS TO 58.0 PSF LOADS TO 100.0 PSF (SINGLE DOOR) AND TRANSFER THEM TO THE BUILDING STRUCTURE. LUT MAX. EXT� LOADS TO 50.0 PSF (DOUBLE DOOR) + j • ANCHORS: TYPICAL ANCHORS SEE ay. FOR SPACING OPEWING LJ= Ajk+ la* DIA, LILTRACON BY 'ELCO (F-177 K% Fy#155 KSQ INTO 2BY WOOD BUCKS OR WOW STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU I BY BUCKS CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY -1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4' DIA, SELF DRILLING SC (GRADE 5 Cos INTO MIAMI -DARE COUNTY APPROVED MULLIONS (MIN. THK. 1/8-) I ZaO INTO METAL STRUCTURES STEEL : 1/8. THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2" MIN. INTO WOOD STRUCTURE - I" MIN. INTO METAL STRUCTURE . 3/4 MIN. CONCRETE AT HEAD, SILL OR JAMBS f*c - 3000 PSI MIN. 2 C-90 HOLLOW /FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. 6*fmam Deft Milli I Wrof w-1 OPERATING UNI S .A *- , , , . :. , ' Engtt JAVW AHMAD ig FROM ANCHORS ENDS TYPICAL ANCHORS ANCHORS TYPICAL VSM ��SEE 'Clm FIA. EDGE OW. ELEVATIONS DIST. EDGE OW. SEE ELEVATIONS FOR SPACING ED, FOR a FOR SPACtNG OZ. STANDARD THRESHOLD LOW THRESH HIGH THRESHOLD APP" FOR WATER RESISTANCE APWO FOR WATER REMIANCE NOT APPfrD FOR WATER RESMANCIE LIMIT MAX. E)CT LIMIT MAX. EXT(+) LOADS TO 58.0 PSF LOADS TO 100.0 PSF (SINGLE DOOR) LUT MAX. EXT� LOADS TO 50.0 PSF (DOUBLE DOOR) + j • sheet 8 -46 OPEWING LJ= Ajk+ 6,7k LA.7a ANCHOR rj"wrRrAm 70-7: OPERATING UNITS 2 z z ,1191 - F- 3/8* 14, PANEL SIVELITE INSTALLATION DETAILS ANEL SID PANEL SIDELITE UNIT (HIGH THRESHOW) I z 0 P ramowcrngvmb 5 loft, PANEL 'E UNITS I C-1 Vi M L4 9 O SERBS -248 AUM OUr-WM MOR V/ SMM AL-FAROOQ CORPORATION a T.M. WINDOWS LLC. ENQlNEEM&PR00V"UeMoPMMrr 601 N.W. 12TH AVE. 1235 S.W. W AVF MLAMLFLOFUDA33174 'POMPAN01 TEL t9U) let -4430 FAX. (954) 781-50 d' 6 •A 4=0 .aeo 1.750 2.375 oes 1.7$0 li .825 .�0 4.000 --y 1.790 5 - an •:i 0 ;: 1 1.843 'F 1.843 .146 $ � FRAME HEAD O TM -099 8.250 .080 PANEL GLAZING BEAD Q TM-155A 3.485 +` O SIDEUTE HEAD/SILL 7 9 GW -3O789 � �• A: G p k jo (� 3 N. cyl F-- 2,375 �37M8�WOJIO 1,4129 4.000 CENTE 0.872 F !_3111 �I O DOOR 19 TM 1182 BOTTOM RAIL -29236 2.12$ 12$ 0.248 0x72 qly 37889 -A ® OUTER HINGE HINGE Pw SIDEUTE GLAZING BEAD (INSUL LAM. GLASS) - O PIVOT HINGE 1900 4.000 1800 2.oe2 .125 �5 .082 .125 _� 1.379.' ® STD. 1145798 .500 .188 1.000 MID RAIL CORNEW'CHANNEL _ i � �+ , O 1.760 DOOR JAMS /SIDELITE FRAME OA9499 A82 .828 1.750 .093 .828 1.750 jI 3.881 LOW THRESHOLD .-.- -� 8970KS .052 1.030 L _ I r-- •- 3A75• --- -1 .835 1.27$ I I a ro m g �* 0 y � 4.090�b- 83 MNOE CAP I Z �• -Li 4.000 f 0 X 1/2° H. SMS 1.829 -�•1 mr HIGH SILL: ADAPTER t ® TM -193 gr� FN a .882 L - -f DOOR HINGE STILE ® TM -32995 II 0 2.000 0 -__�. INSUL GLASS PANEL ADAPTER 2.187 4. .12$ TM -194 4.889 .093 © DOOR TOP OTTOM RAIL /B TM -32994 � o II 3.800 0 II 7.889 L 00• I I 1.896. .930 .828 A82 .187 .854 �I .080 4.000 - - --- kt�kk c 75 g . 2040 1.780 jet.574''{ .9� �, It a I2. FRAME SILL (STD.) 'H' MULLION. SILL .O X797 f5 TM -121A A78 675 4.000 O ACTIVE LEAF 172 OCK STILE 2.1281 O BUR HINGE 1826 74iQD11Cj 1t"was a d ° A 4.899 .078 M3 3.790 1.654 O WEATHER STRI ADAPTER .�0MN111MPb14lA co& a000 .999 ... th •6 / Lngr•• 1 AF9JAD�* •.. �i .asz '-'-�. dV;•70981•'t.• S44 1.9ffi •186 .938' ..`1� _ 1tigN ..• b ' S, n. ^. fi 1.287 2.040 1.780 .718 •� 1.799 .825 .t t f�a $ 4 .000 W11 SIDEUTE GLAZING BEAD (LAM. GLASS TM -157 INACTIVE LEAF LOCK STILE TM -38048 REINFORCING BAR 3t .TM -182 ALT. DOOR JAMB /SIDEUTE FRAME ALT. FRAME COVER e BA EiA eh0ei 1 of RM WAI� I x _. • t3 O O � z ►3 :E 3 W02-10-11 rw °' "e esc on - 249 - UM Wf- MM W/ SSE M W) A -- FAROOQ CW. A 024.11 rav aQt t6Vt cau Erns T.M. WINDOWS LLC. EMNEERS& PROM=oEVELOAIMENr t e 01.1&1 fro talVM tlts slW 601 N.W. 12TH AVE. =W SW. 87 AYE r IMIAIM4 FLO1MDA 33174 - t C) POMPANO BEACH, FL. 33068 , - raR�-- -_ omr P- m"4�'°' ". m m p 1 [ ]Y1 ^' 1 MINI-. gI V o Y o � � G y y fig{ yp g +� SIM t� 222��pI m a s mmQ- m. m W w~ m m w~ w a a ill 1 I S S!1 1`I 4619 1 1 . 1 1 8 Q� 7� g g�`i t2ji 52 1 ham° g v 1 x V 1 x 1 �1 1 $ o 1 I 1 1 I I I [ I \ _a i to Ow v I :E 3 W02-10-11 rw °' "e esc on - 249 - UM Wf- MM W/ SSE M W) A -- FAROOQ CW. A 024.11 rav aQt t6Vt cau Erns T.M. WINDOWS LLC. EMNEERS& PROM=oEVELOAIMENr t e 01.1&1 fro talVM tlts slW 601 N.W. 12TH AVE. =W SW. 87 AYE r IMIAIM4 FLO1MDA 33174 - t C) POMPANO BEACH, FL. 33068 , - raR�-- -_ w - O ............ (A C O=Mtion rMpmemoomkon — T.M. WINDOWS LLC. NO CK4NW THS SHM 601 N.W. 12TH AVE. [P _OMPANO,W.XH M-20069, AL--FAROOQ CORPORATION eamNom &MOM= DEVMOPNIO" ==,S.W. SU AVE M"L FLM" 33174 TM PiM W"WAM 1, - I-FAt dO6 1. I :AL ANCMM ELM - SPACWG 3m ,YPIt SINGLE (X) OPERATING UNITS W/ S.H. WDW, ro I z 0 h 3t {� ONO � Zz� as ./ 6+aquw►B�Ie.. � S 4• I i .,JAVpAVbLL..yFJdRO F.We •PE 70$6Z'. I '� CAK 38 • drawing nno. ,t` 1.937 082 .887 .825 1.875 —� FRAME HEAD 7 1.000 —.05-0- 49 FOMO MEETING RAIL. 1.750 1.1zs 6 1.882 750 STD. VENT TOP RAIL .787 .882 .oe2 .874 .8f 7 SASH LATCH 1.36a .GSo IL 2725 .780k- VENT BOTTOM RAIL 746r�.,30 .836 T FIXED RAIL KINK F .088 2.84 I�.140 DOOR STILE RENF. .658 .750 .062 1.045 SASH SIDE RAIL �— an 1.875 X43 .o5s t.a69 FRAME JAMB x.050 2.826 .062 .682 1 937 FRAME SILL .062 J �75 GLASS STOP ANGLE rm g PART 8 1". DESCRIMON MAT=" MANF. /SUPPLIER/RBMARM 1.1 OW -31798 1 FRAME HEAD 5083-76 •- 2.1 TM -117 2 FRAME JAMB 6083 -TB - 3.1 - 1 FRAME SILL 8083 -T8 - 4.1 OW-36123 1 FUSED MTO. RAIL 8083 -TB - 5.1 TM -113 1 STD. VENT TOP RAIL 8083 -TB - 8.1 TM -112 1 1 VENT BOTTOM RAIL 8083 -TB - 7.1 GW -3,802 2 VENT JAMB 80&146 - &t TM-1 15 2/VENT SPRING LOAM EGRESS LOCK ®.8' FROM ENDS 8083 -TB - BA.1 - 2/VENT LATCH LOCK 0 6' FROM ENDS CAST - 9.1 - AS REOD. GLAZING STOP ANGLE ALIJWNUM - 10.1 - 2 VENT STOP (3 -1/4' LONG) PLASTIC -• ... ' 11.1 - 2 SPIRAL BALANCE - CALDWELL 12.1 - 4 VENT WADE PLASTIC - 13. 1 ,RV -3043 AS RECO. BULB WEATHERSTRIP Vm _ 14.1 1 AS G FIN SERI. WEATHERSTRIP trooa. - 15.1 AS READ. FIN SEAL WEATHERSTRIP WOOL - 1 &1 �W74=1 1 FRAME/VENT ASSEMBLY SEWS CAS 010•x 1' P.H. SUS 17.1 - FINED RAG. REINFORCING AlA INUM - 18.1 DOOR STILE REINFORCING ALUMINUM - 4" z 8� GGG 4T� S.11. WIN60W COMPONENTS o, �f4z gam vio z a. o. 8. Poll Am gr�,.rAV • ;c g aro' :rng W1.1 —I sheet 18 a -a¢m .,...r.a''£•�'. -'wtt� «� p � .1 .:. v-:. r,, -:. ._Fp,.` - .:.1 -;_ z.- .v s .. a.. . _ -.., �. ,.. ,. .,:r r ., q,. _ -3 MIAMI, DADEz- DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION PTANCE (NOA) MIAMI -DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 gfte4 Room 208 Miami, Florida 33175-2474 T (786) 315 -2590 F (786) 315 -2599 www.mfamidAdV6V /nora T.N11._Windows a.L 601 N.W._ ve: Pompanq Beach, FL 33609 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 including the High Veloci Hurricane Zone. ESCRIPTION: Series "515" Outswing Aluminum Casement Window -- L.M.I P l� AL DOCUMENT: Drawing No. W06 -30, titled "Series 515 Aluminum Casement Window (L.M.I.) ", sheets 1 through 6 of 6, dated 04/14/06, with revision D dated 02/23/12, 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 _MISSILE IMPACT RATING: Large and lmall Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and €ollowing statement:. "Miami -Dade County Product Control Approved ", unless otherwise rioted 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- 1015.02 and consists of this page 1 and evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. u4Ma Ivry NOA No.1Z**,04 Expiration Date; May 01, 2013 Approval Date: May 174012 5%f1� Page 1 - 1.K'Windows-LLIi NOTICE OF..ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W06 -30, Sheets 1 through 6 of 6, titled "Series 515 Aluminum Casement Window {L.M.I: } "; "dated 04/14/06, with revision D dated 02/23/12; prep`ared'by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS I. 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 w 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 a series 515 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5404, dated 11/16/07, signed and sealed by Carlos S. Rionda, P,E. (Submitted grader NOA# 0 8-0506.11) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 . 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 515 outswing aluminum casement window, prepared by Fenestration Testing, Laboratory, Inc., Test Report No. FTL -4891, dated 04/13/06, signed and sealed by Edmundo Largaespada, P.E: (Submitted under NOA# 06- 0614.04 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 515* outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI. -4890, dated 04/13/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0614.03) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 2) Largo Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Test Report No. ATL 0806.01 -02 dated 09/24/02, signed and sealed by William R. Mehner, P.E. (Submitted under NOA# 01- 1129.03) Mauu a P.E. Product Cont miner NOA No. 12-0309.04 Expiration Date: May.01, 2013 Approval Date: May 17, 2012 E -1 T.M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared ared b Al -Al Corporation, dated 8/26/09` signed and sealed b Ars)ad P p Y q.� � � � a �Yr Vigar, P.E. (Submitted under previous NOA #091015.02) 2. Glazing complies with ASTM El 300-04 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 and Vanceva clear and color interlayers" dated 0510511 1, expiring on 05/21/16 2. Notice of Acceptance No. 07- 1116.11 issued to Saf -Glas, LLC for their "SAF -GLAS Polycarbonate Laminate", dated 12/27/07, expiring on 12/16/12. 3. Notice of Acceptance No. 10-0331.02 issued to Cytee Industries, Inc. for their "Uvekol S Laminated Glass Interlayer ", dated 05105110, expiring on 02/08/14. F. STATEMENTS 1. Statement letter of conformance, complying ' FBC -2010, and no financial interest, dated. February 22, 2012, signed ands ad, P.E. . 2. Laboratory compliance letter for Test Report no. FTL -4891, issued by Fenestration Testing Laboratory, Inc., dated April 17, 2006, signed and sealed by Edniundo Largaespada, P.E. (Submitted under previous NOA #09101 5.02) 3. Laboratory compliance letter for Test Report no. FTL -5404, issued by Fenestration Testing Laboratory, Inc., dated. December 19, 2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA #09- 1015.02) G. OTHERS 1. Notice of Acceptance No. 09-- 1015.02, issued to T.M. Window & Door LLC for their Series 515 Outswing Aluminum Casement Window — L.M.I., approved on 01/27/10 and expiring on 05/01/13. Manuel Pe P.E. Product Control &Aminer NOA Na 1240309.04 Expiration Date: May 01, 2013 Approval Date: May 17, 2012 E -2 -- 37" 72 1/4° WINDOW WIDTH WINDOW WIDTH SURFACE APPLIED 35' 35' 35' - Z- FALSE MUNTINS VENT WIDTH CONCEALED HINCE VENT WIDTH VENT WIDTH - 0 SUIT HINGES AT SASH '7j• 30° 30° 30° ((2)) FDR Wow. Hr. UPTO 48' _ d SNUBBERS D.L. OPG. WIDTH D.L. OPG. WIDTH DA.. OPG. WIDTH (3) FOR WOW HT. UPTO 72' �QJ (a) FOR WOW. HT. uPTO 48° A A Mme' 9 FOR WDW. HT. UPTO 72' TTgg11 it 0 TII TII 11� •/ H � / 11 11 \ y, af� � \•\ ii \ \ J L4 8l a 4' MA%. MAX. 8" L(0))CNB AT BASH FOR WDW. HT. UPTO 48" z 0 CORNERS S4D L CORNERS SILL (3) FOR WOW. HT. UPTO 72' vii Fr SINGLE VENT WOW. DUAL VENT WOW. z M .. THESE WINDOWS ARE RATED FOR LARGE 81 SMALL MISSILE IMPACT. 1 '� SHUTTERS ARE NOT REQUIRED. SERIES 515 ALUMINUM CASEMENT WINDOW � DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. D.L. HINT. O3 DLO HT. =WOW. HT - 7.5° ... � APPROVAL APPLIES TO SINGLE CASEMENT WINDOWS, DLO W. SINGLE VENT) . WOW. W - 7' o ALSO COMBINATIONS OF CASMT /CASMT OR CASMT WITH OTHER DLO W. DUAL VENT) = WDW. W/2 - 8.125' R WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEN DESIGNED AND TESTED TO COMPLY WITH THE $ a g HURRICANE ONE OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LAMINATED GLASS c WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LARGE. MISSIES IMPACT LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS ; + ' L PROM=RBVNSBD MATERIAL TO BASE MATER. SHALL BE BEYOND WALL DRESSING OR STUCCO. ;'y�"PE, 2; as complying With am plodds ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CAlI.S28 ;; ' •• NOT PART OF THIS APPROVAL° - A LOAD DURATION INCREASE IM USED IN DESIGN OF ANCHORS INTO WOOD ONLY drowlrtQ -..rw. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREW$ THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE - REQUIREMENTS OF THE FLORIDA ISM. CODE SECTION 2003.6.4. 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".i..:,:' {s 0•. �(d.5 dot_. bp.T MgMm 0 uw. rm. is an m 0 o� ° iL Q -i 6• w TIP. v i n on � O� m A m P A � A � • A •� A � v A � v e c iamtlm tart 2020 . - 0 CM114 p`� .`q 'a "i I�.t i Y• b Z i 0\iZ m N� y� O Oe m- mpLpAbb'— ,•�wobbb b b bbb bbb bb bbobbb obbEbbbbbbbbbbbbbbbbb.. y a ton tp UA b oJ�.b b b b b b b b b b g b b b b b b o b b b b b v o 0 o b b b b b b b b b o 0 o b b b b A iabbbbb 0 o m b b b b b b b b o b b b b b b b b o v o b o b �ab> E1 b.bbbbb000b0000eoobb'V Baal; &a Ab iobb000000 P00 PC 0000b — ti 0 :1 02 z EXTERIOR �AZQ cl; §m c c 0 is 4 Q m mznI A Drn N_ C j y^ .. w O 1/2• a 1• N 0) :r ? . ".i..:,:' {s 0•. �(d.5 dot_. bp.T MgMm 0 uw. rm. is an m 0 o� ° iL Q -i 6• w TIP. ci g I r.� 7 16- Y9J. TYR g r c m SERIES 515 ALUMINUM CASE4W WDM (t ►a L) AL- FAROOQ CORPORATION a T.M. WINDOWS LLC. EM14EEM& PRODUCT DEVELOPMErArr 1=3 S.W. 87 AVE 601 N. W. 12TH AVE. muua4 FLOMDA39174 POMPANO BEACH, .%L ::33069 :t...w. Td.:4Wi;)2944110q: FAX.7(iM26E46678 :Z -C TEL. (954) 781 -4490 FAX (954) 761 -5076 .w...e_..n.�,..e.....�.. 4 jp e n on A 10.11. atv. m ecco C01non 6 01.11 OIA53 & XNAYRPf omxm lm. c iamtlm tart 2020 . - 0 CM114 FWM= m2010r8C ci g I r.� 7 16- Y9J. TYR g r c m SERIES 515 ALUMINUM CASE4W WDM (t ►a L) AL- FAROOQ CORPORATION a T.M. WINDOWS LLC. EM14EEM& PRODUCT DEVELOPMErArr 1=3 S.W. 87 AVE 601 N. W. 12TH AVE. muua4 FLOMDA39174 POMPANO BEACH, .%L ::33069 :t...w. Td.:4Wi;)2944110q: FAX.7(iM26E46678 :Z -C TEL. (954) 781 -4490 FAX (954) 761 -5076 .w...e_..n.�,..e.....�.. 4 jp CONCEALED HINGE OPTION MPM -LADE COUNTY APPROVED MUWON & MULUON ANCHORS $EE SEPARATE NOA WOOD BUCKS AND METAL STRUCTURE NOT BY ' 'TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SSTEM AND TRANSFER THEM .TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV FOR Sp-NO 1/4" DI& ULTRACON BY 'ELCO' (Fu -177 KSi, F?-i1155 KSI) INTO 2BY WOOD BUCKS OR W000 STRUCTURES. 1 -3/8" 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 -1/4" MIN. EMBED INTO CONC. OR MASONRY . 314 SEE OR SELF DRILLING gCffM (GRADE 2. CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS:(MIN. THK. _ .090-) INTO METAL STRUCTURES STEEL : 12 GA MIN. (Fy = 36 KSI MIN.) ~ ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1 -1/2- MIN, . INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. CONCRETE AT HEAD, SILL OR JAMBS fe = 3000 PSI MW. C -90 HOLLOW/FILLED BLOCK AT JAMBS fm a 2000 PSI MIN. SEALANTS: ALL JOINTS AND FRAME.CONNECTIONS SEALED WITH SILICONE OR ACRYUG, JAM ` PROW&Ravi39B wm 1 Dwhunscwto AP3 TS 2012 z C 4 r!7i jw� is $� Z 11 • a ;. 1 �, I w( SINGLE VENT WINDOWS (am KNGE -nON) SINGLE VENT WINDOWS (ODNCEMM "N" MON) 9. z 0 cr 0 Ogg '4 10 0) ull 0 0 No —30 L W06 qq ^g� N N °0Ng .M C p � 8 10 y� Z i; 9L£'I SAWN H3NHW tX}0't L owe woe tzt•z tzl L . stet OOO't MIT tLCC 'AM 3MX•ml 11¢. 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WINDOWS LLC. 601 NA IM AVE. 'PCMPANO,BECH, lL-*;3.3M�-,4,,*,,.,,A- TEL (954) 781-4430 FAX. (954) 781-5078 AL-FAROOQ CORPOEM'nONa ENQffiMEM & PROD= DEVELOPMENT I 2=5 &W. 87 AVE f ®MM MIAMI -DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11845 SW 26 Shvc4 Room 208 AFFAIRS (PERA) Miami, Florida33175 -2474 BOAR TRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 O PIiCs E OF A/Ct CEP NCE OA www.miamidade 01=1 601 .IP -Ave. Pompano Beach, FL 33069 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 staked 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. 1\ DESCRIPTION: Series "805" Aluminum Horizontal Rolling Window — L.M.I. DOCUMENT: Drawing No. W08 -$1, titled "Series 805 Alum. Horizontal Rolling Wdw. (L.M.1.) ", 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 P Control Section. ' MISSILE IMPACT RATING: Large and Small Missile Impact Resistant c 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. NO7No. - 0321.02 xpirati on Da 13, 2014 ,� Approval Da 03, 2012 Page 1 0 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°revsionC dated= 02/29/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Abmad, 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 20394 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 07/31109, 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 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 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 75459, 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 20194 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. F77-3995, dated 11/13/03, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No. 04- 0120.01) i 99 A 414 z5h-e Manuel Pe . Product Control Exa i NOA No. 12-0321-02 Expiration Date: May 13, 2014 Approval Date: May034012 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-P.ressure --Test Loadingper~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 Envy 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 Largaw*4, 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 El 300-04 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 08125/11, 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 0510511.1, expiring on 05/21116 3. Notice of Acceptance No. 104331.02 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, complyin with FBC -2010, =mad, f no financial interest, dated February 27, 2012, signed an avad P.E. 2. Laboratory compliance letter for Test Report No. FTL- -5945, issued by Fenestration Testing Laboratory, Inc., dated 07/31109, signed and sealed by Julio E. Gonzalez, P.E (Submitted under previous NOA #09- 1110.02) Manu P .E. Product Control xa er NOA No. IZ- 1.02 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 LaboratoryA Iris: dated 03/13/08; signe4- Vidicaled by Carlos S:- Ikiotf FEE:; (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 0¢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' or NOA No. 12- 1.02 Explradon Date: May 13, 2014 Approval Date: May 03, 2012 E -3 M 5 9 7 /18' OVERALL GLASS \ TYPE A 3/18° NEAT STREWD MASS 120' INTERIAYER UVEKOL —UO RESIN BY 'SURFACE SPECIALTIES INC.' SILICON � 3/18' HEAT STREWD CLASS E RGS7700 DOW CORNING 995 1 Ii 1 1/2. OVERALL GLASS TYPE 'C' HEAT STREN'D GLASS —.080* INTER AVER SENTRYGIAS BY DUPONT 3/19" HEAT STREN'D GLASS SIUCONE `%E RG57700 WW CORNING 995 7/18° OVERALL CLASS TYPE In —3/18" ANN. CLASS 20' INTERIAYER S.IQ RESIN CE SPECIALTIES INC.' 8' ANN. GLASS SILICoNE E ROS7700 DOW CORNING 995 z' .III• � SERIES 808 *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 MWMI -DARE COUNTY APPR'D WINDOWS USING MIAMI -DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 1/8° TEMP. CLASS 1/4' AIR SPACE 1/8" ANN. GLASS .090" INTERLAYER SAFLEX RIG PVB BY 'SOLITIA' 1/8° ANN. GLASS I DOW SILICONE rGE CORNING 999 llc�� / 11/10" OVERALL Il!U - GI— TYPE 'E' u� I II ILJ\ II 11 I, __�� == =ice == uFc 6 iwS 'B' VSQ a MASS TYR 'D'''' h n AWL ANCHOR REDO. w.(+) 1NT.(r)Y EXL( +) TNT.(—) FOR MISTALLATWNS INTO �1 11 90.0 90.0 55.0 95.0 ,` 79.0 79.0 WOW STRUCTURES OR THRU WOW BUCKS INTO MASONRY g* AND FLORIDA BUILDING COMMISSION . d 32 7/8 - - DECLARATORY STATEMENT DCA05 -DEC -219 DI CPC. WINDOW WIDTH", • 9 3/8' Oz SHUTTERS AkE N07IREOUIRfD. MAX. 8' MAX. ;r I FALSE MUNTINS 8' HEAD F? HEAD SILL i • (SURFACE MPUL UFJ)L fi CORNERS C;or � MAr 8E A s HWO. I I - W08 aae 'A0`f2 -8t; u� I II ILJ\ II 11 I, __�� == =ice == II J 11 II u - 6 iwS 'B' VSQ a MASS TYR 'D'''' GLASS TYPE 'E' n , n w.(+) 1NT.(r)Y EXL( +) TNT.(—) 80.0 90.0 �1 11 90.0 90.0 55.0 95.0 ,` 79.0 79.0 ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUMINUM BATCHES, FOR METALLIC SWEEP LATCHES UJAT MAX. LOADS TO t80.0 PSF. AND FLORIDA BUILDING COMMISSION . d 32 7/8 - - DECLARATORY STATEMENT DCA05 -DEC -219 DI CPC. D.L. OPG. THESE WINDOW$. ARE RATI;Q FOR LARGE & SMALL MISSILE IMPACT. Q = 37 1/2- SHUTTERS AkE N07IREOUIRfD. Jul VENT WIDTH ;r TYPICAL ELEVATION Q Z 3 o za XO OR OX SIZES C;or � m g ppP pp 4 s HWO. MAXIMUM DESIGN LOAD RATING PSF ' FOR SITES SHOWN ABOVE OR SMALLER , GI6B9 TYPE 'A' 6 iwS 'B' GIA89 TYPE 'C MASS TYR 'D'''' GLASS TYPE 'E' INT.( —) w.(+) 1NT.(r)Y EXL( +) TNT.(—) 80.0 90.0 0.0 130.0 90.0 90.0 55.0 95.0 ,` 79.0 79.0 ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUMINUM BATCHES, FOR METALLIC SWEEP LATCHES UJAT MAX. LOADS TO t80.0 PSF. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REGIULREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LDAOS 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 THEM 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 STEE�AL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMLLAR MA SHALL MEET THE REQUIREMENTS OF THE FLORIDA SM. CODE SECTION 2003.8.4. NOTE: z GLASS CAPACITIES ON THIS SHEET ARE^ BASED ON ASTM E1300 -04 (3 SEC: GUSTS) AND FLORIDA BUILDING COMMISSION . d - - DECLARATORY STATEMENT DCA05 -DEC -219 d THESE WINDOW$. ARE RATI;Q FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS AkE N07IREOUIRfD. ;r OVA.. , PRODUCT Rwilm =r*yIiS Q C;or - W08 aae 'A0`f2 -8t; etme of 7t .i 4 ADDL ANCHOR READ. FOR INSTALLATIONS INTO WOOD STRUCTURES OR THRU WOOD SUCKS INTO MASONRY III' ueY FALSE MUNTINS (SURFusEO � G � SS WINDOW WIDTH 10 1/4' 8' MAX. 3, HEAD \SILL MAX. AT FI LITE MEAD \50.L A AT VENT 1 1 II I, II 3' 3' �� JJJppp ' II 11 D. L. Om It II W.( +) 1NT.( -) 37 5/8• 90.0 37 5/8" 80.0 90.0 1 79.0 ' 78.0 VENT WIDTH VENT WIDTH TYPICAL ELEVATIONS II �I; 11 ✓ j� 11 II ;I 11 11 II 11 II II II 11 I3 I' i� II II 'I IL 8' MAX. HEAD /SILL CORNERS d ADOL'ANCHOR REDO. FOR INSTALLATIONS INTO WOOD STRUCTURES OR THRU WOOD BUCKS INTO MASONRY FALSE MUNMLS)) (SURFACE MAY USED WINDOW WIDTH 1 33 1/2• 14 7/8' Q HEZ 3' 3' �� JJJppp ' O.L. oPC. �1 z 8• MAX. {Q� HEAD /SILL ly CORNERS SW � o 1 32 7/8' 1 33 1/2• 32 7118' � JJJppp ' O.L. oPC. DL OPG. D. L. Om . W.( +) 1NT.( -) 37 5/8• 90.0 37 5/8" 80.0 90.0 1 79.0 ' 78.0 VENT WIDTH VENT WIDTH TYPICAL ELEVATIONS XOX SIZES DESIGN LOAD RATING - PSF SHOWN ABOVE OR SWIM GIABS A' GiAd TYPB 'B' Guw TYPB 'C' am TYFB 'B' 1NT.(-j +) 1NT.( -) EXL( +) INT.(-) W.( +) 1NT.( -) 80.0 80.0 90.0 1 130.0 80.0 90.0 1 79.0 ' 78.0 OVE ARE FOR WINDOW VENTS WITH SPRUNG LOADED ALUM LATCHES. FOR METALLIC SWEEP LAIC UMR MAX. LOADS TO *80.0 PSF. xOX SIZES dAXn= DRSIG O G - P FOR H OR MALLER Q= TM 'A' MOCTM '8' EXT.( +) 1RT.(-) .( +) I INT.( -) 4. 80.0 50.0 1 130.0 .- 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 CAPACRIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. OUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCACS —DEC -219 Acceptegim :c c! M v �T �N� 910 X 3/8. PH SMS 'L PER CLIP 14 4° LONG WIND LOAD CUP 6JD_Mi9f TYPICAL ANCHORS SEE ELEV. FOR SPACING ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED SILICONE OR ACRYLIC SEALANT. WREPHOLES: 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 0 1" LONG WEEP NOTCH AT 32" FROM EACH END CHORE IG r� --------- --- - i �IMIAMI —DARE COUNTY APPROVED t 11MULIdON & MULLION ANCHORS t 1j SEE SEPARATE NOA 11 it t i 1 WOOD BUCKS AND METAL STRUCTURE NOT -,W TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE IAING STRUCTURE. TYPICAL ANCHORb9; SEE 0". FOR SPAM ,1/4" DIX ULM&CON BY 'ELCO' (F. -177 K4, Fy-155 K51) INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1 -1/2° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONIC. 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 (WADE 5 CRS) INTO METAL STRUCTURES STEEL : 0.105" MIN, (Fy = 38 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (8083 —T5 MIN.); (STEEL W CONTACT WITH ALUMINUM TO BE'PI.ATED OR PAINTED) ,014 SMS OR SELF RILLING SCREWS (GRADE to CRS) INTO MIAMI— DADE.000NTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) LOCAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MINy INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4° MIN. CONCRETE AT HEAD, SILL OR JAMES f'o . 3000 PSI MIN. C -90 HOLLOW/FILLED BLOCK AT JAMBS Pm a 2004 PSI MIN.• •- L'W, Vr AMUy L -' .' FU4�1�70882•; I• •� PROD=RBVTSM BdM° �tsN6iheF�9 DA IS 401-ill 17 f ao Cf _�N C'- m 33 za i �. s 8 TYPICAL i sl FOR TYPICAL Au LAIUVI OX OPPOSITE VENT YAM 1/4' SHIN VEW WIM WOW BUCK 0". DICI *' H HF-1 EXTERIOR WhImm wom xOX LAYOUT NOA SCREENS TYPICAL ANCHORS SEE.ZV. FOR SPACXI VENTS WITH SPRM.R,..LOADED LATCHES SEE M, FOR SPAC" I "nu 'AWM PRODUCrRUVISM =Yhmwa Fk" caft NAO -91 012 EXTERIOR v L/ W08-8 wwopw wtm I sheet A of z 0 8 z all 1/4• MAX sms IBY WOW SUCKS o. z .0 Z aZ TYPICAL ANCHORS FOR SPACING a TYPICAL ANCHORS SEE.ZV. FOR SPACXI VENTS WITH SPRM.R,..LOADED LATCHES SEE M, FOR SPAC" I "nu 'AWM PRODUCrRUVISM =Yhmwa Fk" caft NAO -91 012 EXTERIOR v L/ W08-8 wwopw wtm I sheet A of 1/4' SHIM nc nD nE " LAYUU OX OPPOSITE VENT VIUM @ VENT WIDTH Wr WOOD BUCK 1FL6, J L a CFrr. a EXTERIOR WINDOW WIDTH Xox LAYOUT M z ol 0 02 Hill eil W, .�. 2! VENTS WITH SWEEP..:�ATCHES PRODucrRsvmD a MnA vp�hOWFAWIft kA OW2 PE 7 Ista CAK, am 1 8 Z- Dap :'Ag 2Q12 W08= [sheet $ of,I 1/4- MAX. SHIMS -toy WOOD SUCKS 7rypr-AL ANCHORS . .E SEE ELEV. SPACPG M z ol 0 02 Hill eil W, .�. 2! VENTS WITH SWEEP..:�ATCHES PRODucrRsvmD a MnA vp�hOWFAWIft kA OW2 PE 7 Ista CAK, am 1 8 Z- Dap :'Ag 2Q12 W08= [sheet $ of,I FRAME HEAD 1.480 .077 .313 1.420 SILL TRACK 1.O7i A82 1259 TYP. .929 SILL CLIP ADAPTER FRAME SILL TOP 1.375 1.000 j-- .062 .750 1.250 I .1281 1 WO to WIND LOAD CUP O TOP & BOTTOM RAIL 1.000 kl,7507' .054 .125 2201 7.375 15 MTG. STLE REINF. 1 000 SOO LOW O JAMB STILE .128 2.312 tfi FDL STILE REINF. 1298 2.373 ll� 1.546 .849 1.230 1.750 .082 0 ITEM PART 0 quANT1TT DESCRIPTION MATERIAL MAN!. /SUPPUWt /RSMARBS i TM -130 1 FRAME HEAD 6063 -T6 - 2 TM -1338 1 FRAME SILL BASE 6083 -78 - 3 TM -134 1 FRAME SILL TOP 6083 -76 - 4 TM -132 AS REOD. FRAME JAMB - VENT 6083 -TS S TM- I31A AS REOD. FRAME JAMB - FIXE 6083 -TB - 6 TM -138 2/ VENT TOP AND BOTTOM RAIL 6063 -T8 - 7 TM -130 1/ VENT' JAMB STYE 6083 -76 - 8 TM -140 1/ VENT MEETING STILE 6083 -T8 - 9 TM -137 1/ VENT FIXED STILE (SPRING LOADED LATCH) 8083 -T6 - SA TM -137A 1/ VENT FIXED STILE (SWEEP LATCH) 8083 -TB - 10 TM -136 1 SILL TRACK INSERT 8063 -1`8 - -. 11 TM -135 1 SU CLIP ADAPTER. 12' LONG 6D63 -T5 AT MTG. STILE LOCATION 12 TM -118 1/ VENT SPRNG LOADED VENT LATCH. 3 -1/8' LONG 8°83 -TB AT MID SPAN ' 12A - 1/ VENT METALLIC SWEEP LATCH - AT MID SPAN 128 88 X 3/4' ?,/LATCH sWEEP LATCH MouNRNG MEWS - FN SMS. 13 TM -141A AS REDD. GLAZING BEAD (WMTED GLASS) 6063 -78 - 13A TM -181 AS REOD. GLAZING BEAD (O WL. LAM. GLASS) 6083 -T6 - 14 TM -154 AS REQO. • WPM LOAD CLIP, 44 LONG 8063 -78 - 15 1/ STILE MEETING STILE WNFORCING 8083 -T6 - 18 - 27 ME I= STILE REINFORCING 6063 -TS - 17 W31223 AS REOD. FIN SEAL. N"STRIPPING (.270" X .220' RWi) WOOL 18 W43371 AS REQD. nN SEAL WWRIPPINO (.187° X .370' HIGH) WOOL 19 W43201 AS READ. FIN SEAL W%TWPM (.187' X .200' HIND WOOL 20 Pam •• ADHESIVE BACK CLOSED CELL FOAM - 71W X 1'/2' )F1-71i0' LONG 21 - 2/ VENT VENT ROLLER HOUSING & WADE PLASTIC AT EACH -END 22 - - VENT ROLLER/WHEEL BRASS - 23 012 X 1' 2/ CORNER FRAME ASSEMBLY SCREWS - P.H. PHILIPS SMS 24 010 X 1' Z/ CORNER VENT ASSEMBLY SCRETIS - PJL Pmjvs sMs 2S - 1/ LATCH VENT LATCH SPRING ST. STEEL - 25 W31178 AS READ. RN •SEAL W'STWPPWG (.187' X .176' HIGH) WOOL - - 27 1 TM -151 1 SELL RISER I 8083 -TB (� MEETING STILE ,2 VENT LATCH 2.312 2.312 . .055 455 .040 .so0 1.437 7.000,•237 7.375 1.000,•237 •040 .840 I_� '.923 .023• -E 7.750 ,.ISO 13 GLAZING BEAD GLAZING BEAD �9 FIXED STILE (SPRING LATCH) O FIXED STILE (SWEEP LATCH) (LAM. GLASS) (LNSLIL LAM. GLASS) 3. .062 1.9119 1.709 9 . .163 FRAME SILL BASE 1 (4) FRAME JAMB - VENT 1 Qs) FRAME JAMS - FIXED I 27 SILL RISER 4AV p AHMAD • •. PRODUCT] as cm4dy1m Exk P6 ?47GZi9z �' G pdkFusco, D a, •t F ' ( q 3N� Z ZOZ �zy m row Tlg flo1. WO$ -81. I A O d.t. 09-19-48 SWTM J/r . 1; d, br- R4mm FIO r ra ions. sm as— -W 8m &W HOMM". FMW WIN. =wLL) nrz�"CXM CORPORATION a T.M. WINDOWS LLC. ENGINEEM & PROM= DW.MWPMMT. Z-0 NO CKVM nm mm 601 N.W. 12TH AVE. 1235aW.87AVE f R-12 M CKQM TM SHM POMPANO BEACH, FL,34069 MIAMtFLOFtIDA33174 c �(30M2"�4KW .._FAY-�202-SWW J. TeLOW m144so MIAMa t MIAMI -DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, •ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami F1orlda33175-2474 "UAK1J- A- "-e0DF,AD NISTRATION DIVISION NQTIC - CE U) .. SIW iipaet Windows, LLC , 975 S. Congress Avenue, # 102. Delray Beach, FL 33445 DT. T(786)315-2590 F (786) 315 -2599 - wwwminwidade.gov/pera This NOA is bet 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 r 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 materiel 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 _Zede, mcluding the High Velocity Hurricane Zone. Clipped, Extruded Aluminum Tube Mullion — I- XrrKVVA,L IuUCUMENT: Drawing No. M0744, titled "Aluminum 'Tube Mullions ", sheets 1 through 7 of 7, dated 10/01/07, with revision C dated 12/06/11, 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 Section. _ - - - -- - r -- - - - - -- __ . _- .. _w. a._ ,.......,..w. -- - ...� _ or logo, pity, 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 0 10- 1004.01 and consists of this page 1 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. MIAMbDADE OUN7Y NOA No. 12-0221.09 VI • • • , !� Expiration Date: November 21, 2017 4'1 Approval Date: Apr1126, 2012 Page 1 SIW Imbact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS' 1. Manufacturer's die drawings and sections. 2: Drawing No. W07 -04; titled "Aluminum Tube Mullions "; sheets =l °throughtfiof i'= ,t': dated 10/01/07, with revision C dated- 12/06/11, prepared by Al- Farooq.Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per ,FBC, TAS .203 -94 ' along with marked -up drawings and installation diagram of series 100 mulled single hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -07 -4107, dated 03/26/07, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA #07- 1016.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2)-Unifonn Static Air Pressure Test-,,Loading per FBC TAS 202 -94' 3) Water Resistance Test, per•FBC,.TAS 202 -94 4) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram of series 100 mulled single hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -07 -4108, dated 03/26/07, signed and sealed by'Rafael E. Droz -Seda, P.E. (Submitted under previous NOA #0 7-1016.06) 3. Test reports on: .1) Large Missile Impact. Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of series 100 mulled fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -07 -4115, dated 04/09/07, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA #071016 06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al -Farooq Corporation, dated 08/13/09 and revised on 09/14/10, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA #10-1004. 01) D. QUALITY ASSURANCE I. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) MftnuelytY4 P.E. Product Contr 1 Ex iner NOA No. - 221.09 Expiration Date: November 21, 2017 Approval Date: April 26, 2012 E -1 I ..SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying 4by h FBC -2010, and o financial interest, dated December 05, 2011, prepared oration, signed and sealed by Javad Ahmad, P.E. G. OTHER . 1. Notice of Acceptance No. 10-1004.01, issued to SIW Impact Windows, LLC for their Clipped Aluminum Tube Mullion — L.M.I., approved on 11/11/10 and expiring on 11/21/12. E -2 Manuel PeEJ.09 Product Control NOA Na. i2 Expiration Date: November 21, 2019 Approval Date: April 26, 2012 MULUONS CONTAINING TYPICAL GAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WIDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING ' MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI -DADE COUNTY APPROVED IMPACT AND NON - IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE M 110NS USING MULLION PROPERTIES ONLY NOTES: . THIS PRODUCT HAS DEEM DESIGNED AND TESTED TO COMPLY WON THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING HIGH VEtACRY HURRICANE ZONE (NY HZ). INSTRUCTIONS: ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING OODE REOUIREMENTS I.E. WIND LOAD, WATER USE CHARTS AND GRAPHS AS FOLLOWS. INFILTRATION, FORCED ENTRY RE.4IETT ANCE, SAFEGUARDS ETC. 1 OEfEPodNE DESIGN LEAD REQUIRED PER ASCE 7 WOOD SUCKS BY OTTTM MUST BE ANCHORED PROPERLY TO TRANSFER FOR RMNE DESIGN OPENING. LOAD LOADS TO THE STRUCRRE �i 2 USE MIAMI —MADE COUNTY APPROVED GLAZING PR?DUCTS ANCHORS SHALL DE AS LISTED, SPAM AS SHOWN ON DETAILS, EMBEDMENT MEETING ABOVE LOAD REQUIREMENTS. TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (SNCCO, TILE ETC. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS APPROVAL USING CHARS ON SHEET J SELECT MULLION WITH ARE NOT PART OF THIS APPROVAL, STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPEgf A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS KID WOOD ONLY. IN STEP 1 ABOVE. MATFIIIALS BRYLDING BUf NOT EMOTED TO SCREWS. THAT OMM KID USING ANCHOR TYPES ON SHEET 5 TIM 7 AND!ANCHOR CHARTS CONTACT WITH OTHER 56ffiM MATERIALS MEET THE REQUIRUOM TFP 5 ON .SHEEP 4. SaFM ANCHOR TYPE WITH �� RATING OF 2DTO FLORIDA BIUD. CODE sEDRON 21)0:1 4. MORE TOM THE DESIGN LOADS SPECIFIED SAP 1 ABOVE � W. MA I n 0 Z P� aclA cl g a� p0 Ofa$ 0: kIit � I • N m {T) O O �N :1 _O 0< �z Z af$m N �0 ;�1 - � G 4 lip i a i C<{0 U •� '• 7 • �L-3838°692 •'•. POIDUCT'Rrmw 84dB,sft ueF1W'1Ae Qi1 BTyY�q{ G»r�� drawing 'no. �� • MO7 -04 sheet of 7 • � � •� •• ,� yy' ;�1 1.000 1.000 .375 1.000 125 TfP. A25 4.000 4.000 - 3.000 .125 TIP. L L 1 x 3 1 X 4 1 X 4 STD. MULLIONk STD. MULLIONA CUSTOM MULLION 8063 -TB 6063-76 6063-TS ' —2.000— 125 Typ. 4.000 L I 2 X 4 S7D. MULLION 6 .250 Typ. 4.000 Ll 2 X 4 HEAVY MULLION 6063-Ts --A .250 .125 4.500 1-1/4 X 4-1/2 CUSTOM MULLION 6063-TS 2 X 6 SID, MULLION SM-76 2 X-6 - HEAVY MULLION 6063-TO NOTCH OPTIONAL MULLION CLIP •(ALT.* TO ANGLES) CUP LENGTHS MUST BE CUT TO FIT SNIXG INTO 2ErY TUBE MULUOW NOTCH OPTIONAL -.125 2.000 -------------- - 2.000—J ANGLE CU 6063-To Z °a 9 0 0 O 411-1 z 3 0; 0 3 -c W0 0 O ZE z (L 8 EMn . - CIVIL PRODt=RBVISED 9 =W.tM= No pkadw Dat 17 TIO A�lend phsdal dravrL M0, h no. NOLLvmodmoo boomv i-'Iv •fO ri 4000nm -_ g 4 m m o m m m a n m a4 n m m a ZSM -14Z (02) _xvi Un-eca (19S) -ray. 9fiti££ -u 'Hov38 AvLma wwr::6'roilt•SM�OONSIM l3V'Ml INS sNOmnw 3eru wnNlWn -w i I l 1 ri H Q 1 1 1 1 al a a m m p o� R � v s ^n aa�js$n\\ a$ 33fl ^t 7 :i a$X N ^ N O C m� R Q R g 4 q q q o o q o g o 0 0 0 0 0 o g q q o q q N e m � n ,• N p7 ✓7 3 H� H N�� _ p n� e4i ��g�sn ��S3�N,at�yngnm$omq ,,t ., a.q a!m lM ZM � g t]INVH �9 �P :!?u0lBlA01 LO -tD-01 atop �to 6 �I.51 7d z a Ellin t N O O m q .• m- n v ��Mn rf ��yS Swe RR i!"tM1 c odm R R °M1HIR H atn 4o�R n,na000a e aP ti �i 4 � m id � � � � � �� Ip � � � � � I n � � � ✓� 1 I 1 1 I 4,01 1 1 1 t 1 t 1 yg a I y S N 's k\� ne�S k b k 'H' mT 44444RgR44 o,eq q q FS ge000•�o 000 N _ m � PIP PIP q e e IRMO q q o o e e o o q o 0 . a g o 0 o N { "N 0 �ggR9R g 9 0 o q q 9 q q q o o e q o PIP o n � aR ,q 62 Olil V� \e g O e 0 0 0 0 0 O q O O• O 4 ' pl 4 4 4 4 g 4 4 4 0 o q nd � o o q39 a s R PIP R i il-; #�g 3 e om o m m c o m .mi _ ;10lp ;10l.. _ _ ^ 3. -;1; .....t- _i m _ ..i. .- x �' ✓/ R 9, N i 9 m O (a. n g N F hd N a +3 R n n m a Pi i3 I I I I I xx\i ��R�a�3S�'�'�I��n ��'R'��3 �iv�S��'f;' • W a 0 m D O U W w ty Z F N W Z m o = �z Z o O 0 3�� M Z a �1 •. - ,...DESIGN LOAD CAPACITY - _PSF__ WINDOW DW. ' ANCHORS *TYPE ' WIDTH (W) MULL SPAN A B C I D 19 -1/8° 26 -1/2" 30° 37° 42 48° 54' 88' 72° 38 -3/8, 130.0 150.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 120.5 130.0 130.0 130.0 106.1 130.0 12 8.7 130.0 92.9 130.0 112.6 130.0 82.8 130.0 100.1 130.0 74.3. 120.1 - - 90.1 130.0 87.5 109.2 81.9 130.0 81.9 100.1 75.0 130.0 19 -1/8' 28 -1/2` 30° 37° 42°5/8,,. 48° 54° GO° 86° 130.0 130.0 130.0 130.0 127.5 130.0 130.0 1 130.0 112.6 130.0 130.0 130.0 91.3 130.0 110.7 130.0 80.5 130.0 97.5 130.0 70.4 113.8 88.3 130.0 628 101.1 75.9 130.0 68.3 91.0 68.3 130.0 812 82.7 621• 124.1- 48.9 75.9 58.9 113.8 18 -1/8° 25 -1/2° 30° 4 54" 60' 88° 72' 98, 130.0 130.0 130.o t3o.0 102.8 13010 124.2 130.0 90.5 130.0 109.7 130.0 73.4 t 18.6 89.0 1 64.7 104.5 7 &4 130.0 56.6 91.4 88.8 90.0 50.3 81.3 61.0 121.9 45.3 73.1 54.9 109.7 41.1 86.5 49.9 99.7 37.7 61.0 45.7 91.4 19 -1 1Bt 28 -1/2" 30' 37' 42° 48' 54" 80' 88' 72° 74 -1/4° 120.5 130.0 130.0 130.0 86.9 130.0 105.4 130.0 76.8 124.1 1 93.1 130.0 62.3 100.6 75.5 130.0 54.9 6&7 66.5 130.0 48.0 77.6 582 115.4 42.7 89.0 51.7 103.4 38.4 62.1 46,5 93.1 34.9 • 5&4 42.3 84.6 32.0 51.7 38.8 77.6 - DESIGN. LOAD CAPACITY, - PSF_:__._ r.+. ' WINDOW DIETS: • ' ANCHORS- TYPS WIDTH (W) MULL SPAN A B C D 19 -1/8° 26 -1/2" 30" 37" (@ 48" 54° 80° 88' 72' • 78° 414.7 130.0 130.0 130.0 828: 130.0 looz 130.0 73.1 118.2 88.6 130.0 59.3 95.8 71.9 130.0 52.2 84.4 63.3 12 &8 45.7 73.8 55.4 110.8 40.8 • G&S 49.2 98.5 36.6 - $9.1 44.3 - -68.6. 33.2 83.7 40.3 80.6 30.5 49.2 36.9 733 19 -1/8" 26 -1/2" 30° 37" 42' 48' 54° 80° 68° 72° 84" 106.5 130.0 129.1 130.0 76.9 124.2 93.2 130.0 67.9 109.7 82.3 130.0 55.0 89.0 1 88.7 130.0 48.5 78.4 58.8 117.6 42.4 88.6 51.4 102.9 37.7 81.0 45.7 91A 33.9 54.9 41.1 82.3 30.9 49.9 37.4 74.8 28.3 - 45.7 34.3 ' 88.8 19 -1/8" 26-1 /2° 30" 37" 42° 48' S0.• 60.' 66" 72° 98, 932 130.0 112.9 ' 13MO 672 108.7 81.5 130.0 59.4 96.0 720 130.0 482 77.8 WA 118.8 42.4 88.8 81.4 '10" 37.1 60.0 45.0 90.0 33.0 53.3 40.0 80.8 29.7 48.0 36.0 72.0.. 27.0 43.6. 32.7 65.5 24.8 40.0 30.0 80.0 19 -1/8' 26 -1/2" 30' 37° 42' 48" 64° p° 88" 72" 108, 82.8 ' 133.9 ' 100.4 130.0 59.8 ' 96.6 72.5 130.0 52.8. 85.3 54.0 12&0• 42.8 692 51.9 103A 37.7 61.0 45.7 91.4 33.0 53.3 40.0 80.0 29.3 47.4 35.6 71.1 26.4 42.7 32.0 84 .8. 24.0 38.8 29.1 582 •22.0 35.8 26.7 83.3 ALL LOADS ARE EXT.( +) /INT.( -). NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7.' (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) .:�+•: „^ _..• -DESIGN- LOAD CAPACITY: - .PSF -.' 'WINDOW DIMS. ANCHORS TYPE WDDt (W) MULL SPAN A B C D 19 -1/8° 26 -1/2" 30" 37' 42" 48" 54" 60° 86° 72° 120" 74.5 120.5 90.4 130.0 53.8 86.9 65.2 130.0 47.5 78.8 57.8 115.2 ' 38.5 62.3 46.7 93.4 33.9 84.9 41.1 82.3 29.7 4 &0 36.0 72.0 26.4 42.7 32.0 64.0' 23,8 38.4 2&8 57x8 21.6 34.9 26.2 52.4 - 320 24.0 48.0 19 -1/8" 28 -:1/2° 30" 37" 42° 48' 64° GO° 68° 72° 1 32" 67:8 109.5 82.1 130.0 4&9 79.0 59.3 118.8 43.A 69.8 62.4. 104.7 35.0 56.6 42.5 84.9 30.9 49.9 37.4 74.8 27.0 43.6 32.7 65.5 24.0 ' 38.8 29.1 582 21.8. 34.9 2 6.2 524 - 31.7 23.8 47.8 - 29.1 21.8 43.6 19 -1 /8' 25 -1/2° 30' 37° 42° 46° 54' 144' 821 190.4 75.3 130.0 44.8 72.5 54.3 108.7 39.8 64.0 4&0 86.0 321 51.9 38.9 77.8 28.3 45.7 30..3 68.6 24.8 40.0 30.0 60.0 22.0 35.6 26.7 53.3 TYPE A,9ANCCOORR 0 ANCHORS 0.6,0 OR D Wt FL W2 ANCHORS TYPE A.9.0 OR 0 HOPoZONTAL MULLION ARCHES TO BE INSCR9E0 INSIDE RECTANGULAR SHAPE PRODUCT ANCHOR ETA9 #1 GLAZING . MULLION GLAZING • O PRODUCT PRODUCT ANCHORS 0.6,0 OR D Wt FL W2 ANCHORS TYPE A.9.0 OR 0 HOPoZONTAL MULLION ARCHES TO BE INSCR9E0 INSIDE RECTANGULAR SHAPE PRODUCT ANCHOR ETA9 #1 GLAZING GLAZING PRODUCT PRODUCT MULLION SPAN 3 ANCHORS • A &c ore D TYPICAL MULLION ARRANGEMENTS Wi + W2' JAYRq wiMAD• JAi WIDTH (W) = z FIA PE�7N392 Br ANCHORS V 0 0 Ile F O g jo 066` D r•Y. z 7 J W bQ LL 1� 3w= z a4 d 4; draaliig no. .z< .Y + i • Ile Ow. ULTRWdNS 2 PgR CLIP (1 ON EACH WING) ' I By WOO. BUCK 2 PER 4 T. CLIF 1/4• Olk LICTRACOiSIS 1 PER ANGLE #14 SMS 1-3/w X 2 X 1/8 II O.C. MIN. 2 PER ANGLE I ALUM ANGLE Ile w. ULTRACONS 1 PER ANG::A 14Q Z P 0 '33 0 0 7q -�: x a g , lot 0 0 0[§ 0'a ix ffi Z m ZV . 2 BYJ SUBSTRATE WOOD Elm �"2.X OR WOOD STRUCTURE YW CLIP BLOCK 2-1/2• i L 4L 1/4" Olk ULTPACONS BY 'ELCd YLTRACONS WAY BE HEX OR FLAT HEAD SUBSTRATE Ed. -' MIN. EDGE GIST. MIN. EMBEDMENT WOOD 1. 1-3/8. BLOCK 2-1/2• 1-1/4• CONCRETE 2-1/2* 1-1/2" ALL CLIPS AND ANGLES TO FIT SNUG IMO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DUMMY TO MASONRY TO BE PROTECTED WITH ALKALI - RESISTANT CQNTINGS, SUCH AS BITUMINOUS PAINT OR 0 WATER -wmiTE mETKAcRnATE LACQUER. ErWj K WD PRODUCrREVISED MAN = cbmplying Wm 60 FLA. pcl� Aldwn= :N./2-02 ot CAAL X, I- drowIn no. M01-04 --t7 ' 1/4' OGi. ULTRACONS 1/4" CIA. ULTRACONS 4 PER CLIP (i ON EACH "No) MIN. EMBEDMENT WOOD 1" "ANOMLE SOCK 2 -1/2' 1 's . �•o 1� 1 11� 2 % 2 % WOOD BUCK Ik v f FLOATING CLIP II ALUM ANGLE 1 I I 1 1 O14 I I 1 WN. 1 -5/B' O.C. MIN. 1 1 I 1 I I 2 PER ANGLE 1/4' DIA. ULTR i CLIP (1 ON EACH WOOD SUCK 1/4" DIAL ULTI 2 PER 2CLIP D.C. j III III LALU2NCI.EB814 sMS IU LII PER ANGM 1 I I 1/4' DIA UUTRACONS 1/4' CIA ULTRACONS BY 'ELCO' ULTRM=S MAY BE HEX OR FlAT HEAD SUBSTRATE U a MR EDGE DIST• MIN. EMBEDMENT WOOD 1" 1 -3/B' SOCK 2 -1/2' 1 CONCRETE 1 -1/2' Ed. DtA 1/4' ULTRACONS 2 PER-CLIP (1 ON EACH WOKS) . �Va IG'LE {k� r c Z is 0o n2 UM2 XN r Cr ' patio i (J] a j 7 m g W o< .m V' U Q�1M N Z a;c1m ALL CLIPS AND ANGLES TO FlT SNUG IMO TUBE MUI.UOw t 1 Eallr dAVAD AH 0 PRODUCTRIMSED am, as complying Will d a Fudh d �_ CLIPS OR ANGLES CONwcrED DIRECTLY TO NASONRY TO BE PROTECTED 1 1 WITH ALKAU— RESISTANT COATINGS, SUCH AS BRUWNOUS PAINT OR 1 1 L 7o8A2 BOu WATER —WHITE MEI'HACRYIATE IACOUER.1 • Munn dmW no. ANCHORS TYPE 'C' M07T -04 ehe61 at • , 4a 14 PEF 1/0 OW ULTRACnNS• 1/4- Dlk ULTRA .2 PER J II 11 #14 SMS 1-1 4�j LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT INTO TUBE MULLIONS. 7ANCHORS TYPE EV 2 X 2% 118" ALUM ANGLE 14 S.E.S. TUBE MULLION 2/ CHANNEL-: ------ -------- #14 F.H. S.M.S. 2/ -SIDE 1/8- THICK ALUM CHANNEL I LENGTH TO FIT SNUG • INTO MIRLWN I TI TUBE MULLION TUBES MAY BE'NOTCHED AS SHOWN TO AlJ.0W INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY 1/4* Olk ULTRACONS BY 'ELCO' UL7RACM MAY BE HEX OR FIAT HEAD SUBSTRATE Ed. - MIN. EDGE Disr, mim. EMBEDMENT WOOD . 1. 1-31e BLOCK 2-1/2- 1-1/4* CONCRETE 2-1/2- 1-1/2, ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIP$ OR ANGLES CONNECTED DIRECTLY TO WWNir( TO BE PROTECTED WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR "AQER-WHITE MEM40MATE LACCUM . I14 PH SMS, PER CLIP FOR CHARTS A, 8 OR C r3 PER CLIP FOR CHART 0 A0113S HOLE /2' O.C.IMIN 'A THIS SCREW CAN BE INSTALLED w EITHER- r I \,I 14 FH SINS DIRECTION PER CLIP I V O.C.'MIN. 1-3� X 2" X I/S* (FOR 29Y 3 44. X r X 1/8* FORM AN= CUT TO FIT SNUG INSIDE 7USe ANCHORS DETAIL #1 • METAL TO IWIX CONNECTION In Z 0 z 0 fr. to z 0 3 ,0 C> z z M7 LL z co Inco ay. olkoloucrmLsw FLA. PE CNL J-70591. 09 complft whb do vbdb 13undingeDde aj.oq fi AccaltmoNo -4 B Wing 00. pT M0j,'L,04 Fa ME J� MIAMI- DADE•COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY u 11805 SW U Street, I oom 208 AFFAIRS (PERA) . Miami, Florida 33195 -2494 BOARD AND CODE ADMINISTRATION DIVISION T (786) 31Miami, F (9833 315.2474 N Z3F� + PTANCE '(NOA) wAx. nismidade.eovloral TI— Window-9, N 601 �N.W.12'h Ave Pompano Beach,1 33069 \ lY• This • e' r the applicable rules and regulations governing the use of construotion materials: The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be'u*sed in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This s NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (W; 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 m ' t 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, : Series 11605 11 Single Hung Aluminum Window rrcu r Drawing No. 06 -34 Rev E., titled "Series 605 Aluminum Single Hung ►W.(LMI) ", sheets 1 through 7 of 7, prepared by AI- Farooq Corp., dated 04 -24 -06 and Iast revised on APR 25, 2, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp l th ade County Product Control Section. :SSILE IMPACT RATING: Large and Small Missile Impact Resistant .:.,.� _. '� 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, RICNEWAL of this NOA shall be considered after a renewal application has beenfiled and there has been no change 'in the applicable building code negatively affecting the performance of this prod uot. ' 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, fon ;'sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any seotlon of this NOA shall be cause for termination and removal of NOA. "'VERTISEMENT: 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 # 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. Chailda, P.E. .: r+vArli.aaDa couly NOA No 12 -02113.05 Expiration Date: July 05, 2017 Approval Date: May 03, 2012 Page 1 T. M. Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED RAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09- 0604.24) 2.- Drawing No. W06-134 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 Ahmad, 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 20194 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. hifltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 a 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- 2505, 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. (file #09 - 0604.24). 3. Glazing complies w/ ASTMS- 1300 -02 & -04. r. 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. w F. STATEMENTS 1. Statement letter of conform ee FBC 2010 and le r of no.financial interest, prepared by Al- Farooq Corporation, 01/13/1 , ed by Javad Abmad, 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 Vigar, 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 # 0773765 approved by BCCO dated Feb: 0 , 2 07. 19finq I. Chanda, P.R. a Product Control Examiner NOA No 12- 0213.05 Expiration Date: July 05, 2017 Approval Date: May 03, 2012 FALSE MUNTINS (SURFACE MAY SEW T_ n h\ t2 y THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 605 ALUMINUM SINGLE HUNG WINDOW - 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 -DADE COUNTY APPROVED MULLIONS IN BETWEEN, LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). IBY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL. MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003. &4. 53 1/8" WINDOW WIDTH 48 1/4- D.L. OPG. W. (FIXED) 21- MAX WINDOW WIDTH Z - n 48 1/4- D.L. OPG. W. (FIXED) 21- MAX. Al — — HEAD /SILL II �! � .. 11 t it �� 11 m } 6 3U . II - a u ' FALSE MUNTWS (SURFACE APPLIED) NAY BE USED I I � O1 L 1 I .. II II II 11 IX - I II it I VENT WIDTH WINDOW WIDTH Z - n 48 1/4- D.L. OPG. W. (FIXED) 21- MAX. Al — — HEAD /SILL II �! � .. 11 t it �� 11 6 L II - a u ' n u n u , 8 1 I .. II II II 11 IX - I II it C1 II •�� tl II II VENT WIDTH (/p� Ml M 4 LAMINATED GLASS I � - VENT WIDTH reM1 ' I 11 11 �/14= T V � TYPICAL ELEVATION vN6laYCV T�ev' • . Owe 0�fRe�Yk •JAV LARGE . MISSILE IMPACT II II L1/2" MAX yyy�� 3 Z D• v `- 1 5 1/2- MAX. (SEE DESIGN CAPACITY CHART) 47 3/4- HEW/SILL c CORNERS WINDOW WIDTH Z - n 48 1/4- D.L. OPG. W. (FIXED) 21- MAX. Al — — HEAD /SILL II �! � .. 11 t it �� 11 6 L II - a u ' n u n u , 8 1 I .. II 11 II . 11 II 11 IX - I II it C1 II •�� tl II II VENT WIDTH 47 3/4- �v ti a; 5 2 6 L V 1. toy 8 a° .. ,- I aa` VENT WIDTH 1/8- LAMINATED GLASS I � - VENT WIDTH reM1 ' � ' �/14= T V TYPICAL ELEVATION TYPICAL ELEVATION vN6laYCV T�ev' • . Owe 0�fRe�Yk •JAV LARGE . MISSILE IMPACT O L1/2" MAX yyy�� 3 Z D• v `- HEAD /SILL CORNERS �v ti a; D.L. OPG. (VENT) D.L.O. WIDTH (FIXED) = WINDOW WIDTH - 4.875 - 1. toy 0 _ 50 1/8. .. ,- VENT WIDTH 1/8- LAMINATED GLASS - VENT WIDTH ' � ' " TYPICAL ELEVATION TYPICAL ELEVATION vN6laYCV T�ev' • . Owe 0�fRe�Yk •JAV LARGE . MISSILE IMPACT EQUAL LSSES WITH OPTIONAL FIN '. Enitr AHMAD o (SEE DESIGN CAPACITY CHART) EQUAL LSSE5=: Mylragyp,Kt c (LIMIT DESIGN CAPACITY TO' f61.0 PSF MAX.) At R �v ti a; D.L.O. WIDTH (FIXED) = WINDOW WIDTH - 4.875 - D.L.O. WIDTH' (VENT) = WINDOW WIDTH - 5.375" D.L.O. HEIGHT = WINDOW HEIGHT /2 - 4.5- LAMINATED GLASS - 8 ' INSUL. LAM. GLASS o. " ° W vN6laYCV T�ev' • . Owe 0�fRe�Yk •JAV LARGE . MISSILE IMPACT 11� �"� �� '. Enitr AHMAD o , Mylragyp,Kt FIA. E WM • 'Nowingy: no. WO634 AP b 2012 t deel Y of 7 �v ti a; ' DESIGN LOAD CAPACITY _ PSF - (WITH UMINUM REINFORCING) WINDOW DIMS. LASS 'C' CLASS TYPES D. k 'E' C TYPE 'F' GLASS TYPE 'C' LESS TYPE 'H' G(A89 TYPE 7' GLASS TYPE 'J' WIDTH HEGHT D0.(+) 1 -) EXT.( +) 1NT.( -) .( +) ANT.( -) EXL( +) INT.( -) EXL( +) ANT.( -) EXT.( +) 1NL( -) W.( +) INT.( -) IS-1/8" " (5) 70.0 70.0 80.0 .0 8010 80.9 80.0 SO4 80.0 80.0 su 80.0 80.0 80.0 26 -1/2- 26" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 Isom 80.0 smo 80.0 80.0 80.0 80.0 37' (4) 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 SO.0 80.o 53 -1 /8° 115.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 SO.O -80.0 80.0 80.0 80.0 19 -1/8- 115.0 70r70.0 0 70.0 614 61.0 50.0 80.0 80.0 80.0 '80.0 80.0 104 80.0 80.0 80.0 28 -1/2' x_3/8" 80.0 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" (4) 70.0 B1.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 804 80.0 80.0 80.0 70A 61.0 81.0 aO.0 80.0 SMO 80.0 80.0 80.0 80.0 80.0 80.0 wa 19 -1/8" 70.0 70.0 81.0 61.0 834 SD.O 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 26 -1/2' - so -6/6. 70.0 70.0 .81.0 81.0 80.0 80.0 80.0 - 80.0 80.o Sao aoo 80.0 80.0 80.0 (S) 7o.Q 70.0 81. 1.0 80.0 80.0 Sao 80.0 80.0 80.0 80.0 80.0 80.0 80.0 53 -1 /B' 70.0 70.0 81.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 ' S&O 80.0 80.0 80.0 19 -1/8" 70.0 704 61.0 81.0 60.0 80.0 80.0 80.0 80.0 80.0 . 80.0 60:0 80.0 80.0 26 -1/2" X5 /8" 70.0 70.0 61.0 6190 80.0 80.0 80.0 80.0 80.0 80.0 BOA 80.0 80.0 80.0 37 - - (6)• 70.0 '70.0 61.0 81.0 80.0 80.0 80.0 80.0 80.0 80.o. 80.0 -80.0 •80.0 80.0 53 -1 /B' 70.0 1 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 19 -1/8" 70.0 70.0 614+ 61.0 80.0 80.0 80.0 80.0 80.0 80.0 Sao 80.0 sob 80.0 28 -t /2" 70.0 70.0 61.0 61.0 80.0 80.0 amo 80.0 80.0 80.0 - • 80.0 80.0 80.0 80.0 37' 6) 70.0 70.0 61.0 61.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 B0.0 50.0 60.0 83 -1/8- 10.0 70.0 81.0 61.0 80.0 80.0 SOLO 80.0 80.0 80.0 80.0 80.0 80.0 Sao 19 -1/8' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 804 80.0 80.0 46 -1/2- 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 60:0 80.0 80.0 80.0 80.0 37' (7) 70.0 70.0 51.0 61.0 60.0 80.0 80.0 80.0 80.0' 80.0 80.0 80.0 80.0 80.0 53 -1/8" - - 61.0 61.0 - - 80.0 80.0 80.0 80.0 7 &2 7 &2 50.0 80.0 19 -1 /8" 70.0 70.0 81.0 61.0 80.0 80.0 80.0 80.0 1 80.0 80.0 80.0 80.0 80.0 80.0 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 8MO . 80.0. 80.0 80.0 37- (� 70.0 70.0 61.0 61.0 80.0 SO.0 • 804 80.0 804 80.0 80.0 80.0 80.0 80.0 53 -1/8' - 61.0 61.0 - 77.6 77.6 804 60.0 74.5 74-5 60.0 80.0 24' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 60.0 804 60.0 80.0 60.0 60.0 80.0 M. 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 60.0 BOA 8o o 80.0 80.0 80.0 36" 48" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 -80.0 50.0 80.0 80.0 42" 15). 70.0 70.0 61.0 614 80.0 80.0 804 80.0 80.0 80.0 80.0 80.0 804 80.0 48' 704 70.0 61.0 1 61.0 1 80.0 80.0 1 50.0 80.0 80.0 1 80:0 ammo amo 80.0 80.0 1- 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 804 80.0 804 50.0 80.0 24" 70.0 70.0 61.0 61.0 SD.O 60.0 804 80.0 80.0 80.0 804 80.0 80.0 • 60.0 30° 70.0 70.0 61.0 61.0 80.0 80.0 .80.0 80.0 Sao 80.0 80.0 80.0 80.0 ' 80.0 38" SO" 704 70.0 614 61.0 80.0 80.0 804 80.0 80.0 S0.0 80.0 80.0 80.0 80.0 42- (6) 70.0 70.0 61.0' 61.0 80.0 80.0 80.0 ' SOLO 80.0 804 Ma 8a0 SOLO BO.D 48' 704 704 81.0 61.0 80.0 80.0 80m 80.0 80.0 Sao 80.0 1 80.0 804 804 54" 70.0 70.0 SI.O 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24' 70.0 70.0 61.0 614 80.0 804 80.0 60.0 50.0 80.0 SW 80.0 SMO 80.0 30" 704 704 61.0 81.0 80.0 80.0 80,0 80.0 83.0 80.0 BOA 80.0. BOLD 80.0 36" 72" 70.0 70.0 81.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 804 80.0 42" (7) 1 70.0 61.0 61.0 80.0 804 804 80.0 80.0 80.0 80.0 80.0 Isom 80.0 48" - 614 61.0 - - 80.0 804 804 80.0 80.0 80.0 80.0 80.0 S4' - - 01.0 61.0 - - 79.1 79.1 79.1 1 79.1 769 76.8 71L4 7&4 24" 70.0 704 81.0 614 BOLO S6.0 80.0 130.0 80.0 80.0 SU 80.0 80.0 80.0 30' 70.0 1 70.0 614 81.0 80m 80.0 80.0 aOm 80.0 80.0 80.0 80.0 80.0 80.0 36' - - 61.0 61.0 - - 80.0 80.0 81.0 80.0 804 BOA 80.0 Boa 42• (6) - - 61.0 61.0 - - 80.0 80.0 804 80.0 BOA 80.0 60.0 80.0 48' 61.0 81.0 83.0 80.0 80.0 80.0 77S 779 I 804 804 I NO. IN PAFVUHFS18 DIWCATE NO. OF ANCHOfS PER JAMB r sloysaw Daft 1 'DESIGN LOAD CAPACITY - PSF (WITH STEEL VMNFORCING) WINDOW DIMS. GLASS TYPE 'F' MOTH HEIGHT EXT.( +) ANT.( -) 19 -1/8- 26 -1/2' 37' 53 -1/8° 28" (4) 80.0 115.0 80.0 115.0 amo 115.0 80.0 115.0 19 -f/8' 26 -1/2' 37- 53 -1/8- 38 -3/8" (4} 80.0 11 &0 80.0 115.0 80.0 80.0 115.0 115.0 19 -1 /8- 25 -1/2' 37' 53 -1/8• " (5) 80.0 115.0 80.0 115.0 80.0 11 &0 80.0 115.0 19 -1 /8- 26 -1/2" 37" 53 -1/B° �S /W° (6) 80.0 115.0 8a0 115.0 80.0 115.0 80.0 115.0 19 -1/8' 28 -1/2" 37" 53 -1 /8- a" (6) 80.0 115.0 80.0 115.0 80.0 11 &0 80.0 115.0 19 -1 /8' 26 -1/2- 37' 72' (� 80.0 11s.0 80.0 115.0 60.0 115.0 19 -1 /8- 26 -1/2" -37' 78 -3/4° (7) 80.0 115.0 80.0 115.0 80.0 115.0 24'' 30' 36' 42' 48• 54" fig) 90.0• 115.0 60.0 115.0 80.0 115.0 80.0 11 S.0 80.0 115.0 80.0 115.0 24" 30' 36° 42' 48" 54' 60" (6) 80.0 115.0 80.0 115.0 80.0 115.0 80.0 115.0 80.0 115.0 80.0 116.0 24' 30' 38' 42' 72° (7) 80.0 114.0 80.0 11&0 80.0 115.0 80.0 1154 za° 30• 84- a eoo t1s.o eo.o nso 1 i Z S6 Z -g1�- t0 Z,p z <a ],I iHi'Ei -, 14-4 drow4n0 no. �i ' () NO. IN P- RFWn3WSIS INDICATE NO. OF ANCHORS PER JAMB ngr.JAV�AAIYAp • RA PE B 70592 3838 NOTE: GLASS CAPACITIES ON THIS SHEET ARE '5201 BASED ON ASTM E1300 -04 (3 SEC. GUSTS) �. AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Al 2 i Z S6 Z -g1�- t0 Z,p z <a ],I iHi'Ei -, 14-4 drow4n0 no. �i 1/8' ANN. GLASS 3/16° ANN. GLASS 3/18" ANN. GLASS 3/18° HEAT STREN °0 GLASS iiiiGGGG 120' L- UQLAYER 120° INTERLAYER SAFLEX 120" L- LERLAYER 0 tNEKOL -UO RESIN LNEKOL -UO RESIN SAFLEX WG PVB BY SOLUTIA t1VEKOL -UO RESIN i /$' ANN. CLASS 3/16° ANN. .GLASS 3/18 °, ANN., GLASS 3/16' HEAT STREN'D GLASS O. E1n',. S_,ONE " •SILICONE �' SILICONE SILICONE `.Qypy DOW CORNING 995 3 DOW CORNING 995 = °D DOW CORNING 99$ DOW CORNING 995 O tiO. df S 0 m �QSg±:.lyG RA ; ^ 9 i n I i° I ; !i ^ ^ .; It {� z ii I Ii ii i! i. ii .i � �... ��:: GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' GLASS TYPE 'F' 1 /8" ANN. GLASS 1/8' TEMP. GLASS �Q 1/8° ANN. CLASS 1 /8° HEAT STREWD GLASS 1/4' AIR SPACE 1/4' AIR SPACE 090' INTERLAYER INTERLAYER 1/8' ANN, GLASS. 1 /8' HEAT STREN'D GLASS z N . SAFLEX @G PYB BY SOLUTI i SAFLEX 19G PVB BY SOLUTLA .090' INTERLAYER .090' INTERLAYER Z SAFliX 91G PVB BY 'SOLUTIA' SAFLIX I9G PVB BY 'SOLUTIA' O O 1 /8° ANN. GLASS 1 /8° HEAT STREN'D CLASS 1 /8' ANN. GLASS 1/8° HEAT STREN'D GLASS F IO O. SILICONE • SILICONE SILICONE SILICONE aI YUFi RRYISiO 's GE RGS7700 9 . GE RGS7700 9 GE ROS7700 ,GE RGS7700 C b wlM ite 61ed0r. LyhrrtiM Wb � / 4 6 � G; [ a 0 F F o a 2§ z o 0 m G d m _GLASS TYPE 'G' GLASS TYPE 'Ii' " GLASS TYPE 'I' GLASS TYPE 'J' m 9 o9 o • THIS GLASS TYPE ONLY FOR LARGE MISSILE IMPACT USE. NOT OUAUFIED FOR SMALL ' MISSILE IMPACT AREAS. • • nom: dAYATt MA AD pVIL A � GLAZING OPTIONS CAa.IIOS9z drbwing .tto. W06— 4 PR 2 6 2Ut sheet 3.0 1 . __ ..:.. 11PICAL ANCHORS ., ~ ..: ... ILLUSTRATIVE OTLS. ONLY • SEE ELEV. FOR SPACWG W. OR INT. FMISHES NOT W TM WINDOW .CONCRETE - IBY ° '. WOOD' SUCK .. . +EOGE DI$IIp, y 1 °4- �T Al If OPTIONAL TO SPRING LATCH U,I�mRm �i is FlTi, © Yn-. Ill II 11 11 a e EDGE DIST • ° e . .'4• . .' g•' • TYPICAL ANCHORS' CONCTOiTE SEE EIEV. FOR SPACWG ,. ..� 11=J '1 i6 OPTIONAL TO SPRING LATCH SEE SHEET 2 .METAL MIAMI -BADE COUNTY APPROVED STRUCTURE MULLION k MULLION ANCHORS SEE SEPARATE NOA 8 1 E Dpi. v EDGE DIST. a F.' � �• I 1� TYPICAL. ANCHORS TYPICAL ANCHORS a O S SEE EIEV. FOR SPACING SEE ELEV. FOR SPACING O <g�� C WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS 04 �gaNO9 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Q fi AND TRANSFER THEM TO THE BUILDING STRUCTURE. b `� g TYPICAL ANCHORS: SEE ELEY. FOR SPACING 1/4" DIAL TAPCON BY 'LTW' (Fu -120 K9. Fy-92 KSI) C� 1/4° D n erON BY ' CO (F-177 X56 Fy"155 K9) ' •Ai . INTO 2BY WOOD BUCKS OR WOOD STRUCTURES .. g 1 -1/2" MIN. PENETRATION INTO WOOD A. $ 1 - ' w. THRU W BUCKS INTO CONC. OR MASONRY, 1 -1/4' MIN..EMBED INTO CONC. OR MASONRY : p DIRECTLY INTO CONC. OR MASONRY -1/4" MIN. EMBED INTO CONC. OR MASONRY c3 U.''� #14 SMS GRADE 2 CRS) Q i INTO METAL STRUCTURES 3 STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) 0 � m ! ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED-OR PAINTED) 33000 Y 41 SM - OR SELF DRILLING-SCR Eti° (GRADE 2 CRS) o� F IVY INTO MIAMI -DADE COUNTY APPROVED MULLIONS (1/8' THK. MIN.) �M'!a F (NO SHIM SPACE) O TVPI�1 DISTANCE INTO CONCRETE AND MASONRY - 2" MIN. INTO WOOD STRUCTURE - 1' MW. INTO METAL STRUCTURE - 1/2' MIN. Aa CONCRETE AT HEAD. SILL OR JAMBS PC - 3600 PSI MM. m & C -90 HOLLOW /FELLED BLOCK AT JAMBS Pm 2000 PSI MM. C Cc SEALANTS: Ail JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT, WEEPHOLES: • � C m u u W1 = 1/2" LONG NOTCH AT EACH END OF INTERIOR LEG I W2 = 7/8° LONG NOTCH AT EACH END "OF EXTERIOR LEG g FLA. PE CNN• °33 CAN• 4 OSB2 JL.4JB C —SEE ELEV. I M SPACING �..; .I drovuirq_iy no. FRAME WITH�OP�ON W06+ -34 (LIMIT DESIGN CAPACITY TO *81.0 PSF MAX.) ,APR 2 5 201 pt I I II r Ijg�1�J'� m O U,I�mRm �i is FlTi, © Yn-. Ill II 11 11 a e EDGE DIST • ° e . .'4• . .' g•' • TYPICAL ANCHORS' CONCTOiTE SEE EIEV. FOR SPACWG ,. ..� 11=J '1 i6 OPTIONAL TO SPRING LATCH SEE SHEET 2 .METAL MIAMI -BADE COUNTY APPROVED STRUCTURE MULLION k MULLION ANCHORS SEE SEPARATE NOA 8 1 E Dpi. v EDGE DIST. a F.' � �• I 1� TYPICAL. ANCHORS TYPICAL ANCHORS a O S SEE EIEV. FOR SPACING SEE ELEV. FOR SPACING O <g�� C WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS 04 �gaNO9 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Q fi AND TRANSFER THEM TO THE BUILDING STRUCTURE. b `� g TYPICAL ANCHORS: SEE ELEY. FOR SPACING 1/4" DIAL TAPCON BY 'LTW' (Fu -120 K9. Fy-92 KSI) C� 1/4° D n erON BY ' CO (F-177 X56 Fy"155 K9) ' •Ai . INTO 2BY WOOD BUCKS OR WOOD STRUCTURES .. g 1 -1/2" MIN. PENETRATION INTO WOOD A. $ 1 - ' w. THRU W BUCKS INTO CONC. OR MASONRY, 1 -1/4' MIN..EMBED INTO CONC. OR MASONRY : p DIRECTLY INTO CONC. OR MASONRY -1/4" MIN. EMBED INTO CONC. OR MASONRY c3 U.''� #14 SMS GRADE 2 CRS) Q i INTO METAL STRUCTURES 3 STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) 0 � m ! ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED-OR PAINTED) 33000 Y 41 SM - OR SELF DRILLING-SCR Eti° (GRADE 2 CRS) o� F IVY INTO MIAMI -DADE COUNTY APPROVED MULLIONS (1/8' THK. MIN.) �M'!a F (NO SHIM SPACE) O TVPI�1 DISTANCE INTO CONCRETE AND MASONRY - 2" MIN. INTO WOOD STRUCTURE - 1' MW. INTO METAL STRUCTURE - 1/2' MIN. Aa CONCRETE AT HEAD. SILL OR JAMBS PC - 3600 PSI MM. m & C -90 HOLLOW /FELLED BLOCK AT JAMBS Pm 2000 PSI MM. C Cc SEALANTS: Ail JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT, WEEPHOLES: • � C m u u W1 = 1/2" LONG NOTCH AT EACH END OF INTERIOR LEG I W2 = 7/8° LONG NOTCH AT EACH END "OF EXTERIOR LEG g FLA. PE CNN• °33 CAN• 4 OSB2 JL.4JB C —SEE ELEV. I M SPACING �..; .I drovuirq_iy no. FRAME WITH�OP�ON W06+ -34 (LIMIT DESIGN CAPACITY TO *81.0 PSF MAX.) ,APR 2 5 201 pt I I 1/4' MAX. O SEEM 18 B 13 STRUGMTU E1 TYPICAL. ANCHORS SEE ELEV. FOR SPACING CAL ANCHORS ELEV. FOR SPACING 1/4' NAX SHim 'ITEM 3 WINDOW WIDTH DpaCRIMON FRAME WIM FIN OPTION 1 OW -38783 1 'ITEM PART $ QTY. DpaCRIMON MATERIAL '.MANP. /SUPPLIER /REXAM 1 OW -38783 1 FRAME HEAD 8063 —TB — 2 GW -37731 1 FRAME SILL (4° HIGH) 6083 —T6 — 2A RA -3608• 1 FRAME SILL (3' HIGH) 6063 —T6 r 3 GW -31445 2 a 6083 —TS — 4 ' GW -36706 1 MEETING RAIL 6063 —TB — 3 GW -36685 1 VENT TOP RAIL 8083 -78 .- 6 GW -37730 1 VENT BOTTOM RAE. (4• SILL) r� — 6A GW- 37859- 1 VENT BOTTOM RAIL (3' SILL) 8083 —TB — 7 OW -31134 2 VENT JAMB STILE 8083 —TB — 8 OW -31470 2 VENT STOP 6063 —TS — 9 t9 -86 4/VENT GLAZING BEAD ANGLE 6083 —TS — 9A TM -123 4/VENT GRAZING BEAD 6063 -75 — 96 TM -170 4/VENT. (LAZING BEAD 8063 —T6 — 1 TM -181 , 'ITEM PART $ QTY. DpaCRIMON MATERIAL '.MANP. /SUPPLIER /REXAM 1 OW -38783 1 FRAME HEAD 8063 —TB — 2 GW -37731 1 FRAME SILL (4° HIGH) 6083 —T6 — 2A RA -3608• 1 FRAME SILL (3' HIGH) 6063 —T6 r 3 GW -31445 2 FRAME JAMS 6083 —TS — 4 ' GW -36706 1 MEETING RAIL 6063 —TB — 3 GW -36685 1 VENT TOP RAIL 8083 -78 .- 6 GW -37730 1 VENT BOTTOM RAE. (4• SILL) 6083 —TB — 6A GW- 37859- 1 VENT BOTTOM RAIL (3' SILL) 8083 —TB — 7 OW -31134 2 VENT JAMB STILE 8083 —TB — 8 OW -31470 2 VENT STOP 6063 —TS — 9 t9 -86 4/VENT GLAZING BEAD ANGLE 6083 —TS — 9A TM -123 4/VENT GRAZING BEAD 6063 -75 — 96 TM -170 4/VENT. (LAZING BEAD 8063 —T6 — 9C TM -181 , 4/VENT GLAZING BEAD (INSUL LAM. CLASS) 6063 —T8' — 10 #8 X 1/2' 12/VENT GLAZING ANGLE SCREWS STEEL PH SMS 11 4037 (1) STRIP FIN SEAL WEATHERSTRIP — MTCJML/FRAME SILL 12 2240 . (1) STRIP FN SEAL WEATHERSR6P — VENT TOP 13 3722 (2) STRIP FN SEAL WEATHERSTRIP — VENT JAMB STILES • 14 — 2 1 1 /2°97 /8"x3/4' FINSEAL PAD — FRAME SILL CORNERS 16 $/VENT• LATCH LOCK AT 3- FROM ENDS CAST VENT TOP 15A TM -118A Z/VENT SPRING LOADED EGRESS LOCK 6063 —T6 VENT BOTTOM RAIL 18 — 4/VENT VENT GUIDE NYLON VENT INT. CORNERS 17 — 2/VENT CALDWELL SPIRAL BALANCES — 'AT FRAME JAMBS 1B WVR -9302' 2/VENT BALANCE COVER VINYL FRAME HEAD /JAMBS 19 N89. 2/VENT CALOWELL BALANCE CLIP — .VENT 807T. CORNERS 20 — 2 ®12 x 3/4' P.H. SMS STEEL (1) AT EACH BALANCE 21 — 8 $12 x t' P.H. SMS STEEL FRAME CORNERS 22 — 8 #10 x 1' P.H. SMS STEEL VENT CORNERS 23 — 4 #8 x 3/4' F.H. SMS. STEEL (2) AT EACH LATCH 24 — 4 16 x 318' F.H. SMS. STEEL'. AT EA. PLASTIC GUIDE 25 — 1 1x1 311&314x1/8' CHANNEL STEEL AT VENT TOP 26 — 2 1x1 /4 THKx4' LONG BAR ALUM. (1) AT EA. MTG. WAIL END 27 — 1 1 /2xlxl /2x1 /8' CHANNEL STEEL AT MEETING RAIL 26 TM -181 2 FN TRIM FOR JAMS 8063 —TB — 29 TM -163 1 FN TRIM FOR HEAD 8083 —T6. '- 30 TM -164 1 FIN 7M FOR SILL 8083 -11 — 31 TM -179 1 MTG. RAIL REINFORCING CHANNEL 8083 —T5 'AT MEETING RAE. 32 TM -178' 1 TOP RAIL. REINFORCING CHANNEL 6083 —TS AT VENT TOP inr. JAYAO AHMAD FIX PE 35362 A 2 5.2012 w l O < d o � a �o C$ R o of O oaao 0 4 iR M2 Z ^ 4� X00 � 17i r Lo,a 9 J;. k . 3.042 --ry.- I4t 1.550 .062 .647 1 (� .082 1.50D 3.069 ....128•_- 27 � O -^I 1.000 F- .. .438 -�--{ 062 9 •�0 -T O T_ 1•� t. �TI !'� eyl 2.500 .062 3.719 Q �. o 1gy`� ,p� 11 ,.092 -�i &166 Q FRAME HEAD 1.030 1.408 &097 ® NAIL FIN (HEAD) l�7 1. 000 " I� 28 •»{ �-.zso MTG. RAIL REINFORCINGS STEEL .125 -^i .622 j� I � 'T' 9O- .• _� MTG. RAIL REINFORCINGS Oa5 4os ALUMINUM kp 0 a3a�. 0 4 - I I1k--- ,.925 k- -2.375 Q FRAME JAMB 1•0w &340 .938•^1 .082 - 1.888 2.188 .052 .082 2.190 1.000 -1.250- .385 .040 .BBB .602 ,582 LL III�QQQ Z W ,•t �• 1.375 - 2.500 O 32 Q FIXED MEETING RAIL O VENT STOP O NAIL FIN (JAMB) TOP RAIL REINFORCING STEEL TOP RAIL REINFORCING ALUMINUM c+ tooO 1.375 1.188 'yfI- 1.374 .-2 • .199 1.324 1.399• 9C .AW 540 •� - 50( 0 -.9231 V o 330 } Q F vU M - ms QI .osz 3.277 1.75 0 2.250 �7 .688 k 3 2 t.zta GLAZING BEADS Z� w 0 ® VENT TOP RAIL O SASH SIDE RAIL LATCH LOCK #wow I1iy��yp� �11iM ii►:441io ® NAIL FIN (SILL) 2.202 .997 -M I 2.202 - a245 _ 3.245 =41br �ik1r?C �• le. {H a 6 .997 p :$ .062 2.630 3.927 4.347 3.439 1 .062 2.939 4.312 3.812 3.330 • : Engr. JAYaO • ; & m u a 3.359 ;, ° i. . A62 ee 6a .� I 70 92 g $Y b L 4 f �6 1.375 VENT BOTTOM RAILS O wm. EffKM FRAME SILL Caw BE USED O OR 15, 201 1.375 Q dr°°A^11 �jn°• W06 -,34 dleet 8 oT 7 V, z q CD i. 7 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE O MIAMI, FLORIDA 33174 FAX . dotes *,-24-" revislona: sscrivtlon A.., UM SINE E HUNO YA)W. REV. PER 8= coumem 11 T.M. WINDOWS LLc. QAn & RMW. OPYRM JOCLA 1 1 N.W. - 12TH AVE. bw H"o 'D 05.4 UP3qED.FM 2D07 F=-,-.,�i kPA146 BEACH H,*Ff--' -4 1�1 P d*: br. E 01.W2 ND CKO= THS SHM :4 TEL (9U) 781—' 4430 FAX. (954) 781-5078 i. 7 is AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 FAX is t� (4Rt< '✓ �P IM® DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) ISISTRATION DIVISION CE OF ACCE� IeTCE O1 MIAMI -DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street Room 208 Miami, Florida 33175 2474 'T(786)315-2590 F (786) 315 -2599 www.miamldadeeov / "era/ 165 Carriage Court Winston - Salem, NC 27105 SCOPE: This NOA is bein ' ued under the applicable rules and regulations governing the use of construction la� ntatIon 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 Mimi 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, DESCRIPTION: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door u-P,,-, i to ing No. IRC - 9509 - 1$9-21 =I, titled "Model 950 Heritage and Model 655 Oak Summit (24ga) 1000, 2000 Short, Long, Flush and Oak Summit Panels ", Sheets 1 through 3 of 3, dated 04/09/2007, with revision C dated 12/05/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, 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. YIISSILE IMPACT HATING: Large and Small Missile Impact Resistant LABEL permanetrt a el with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence, Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the. applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is*to be located on the door's side track, bottom angle, or inner surface of a panel. 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 # 07- 0619.02 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos X Utrera, P.E. NOA No. M0228.01 Expiration Date: September 6.2017 .. 0�� Approval Date: May 3, 2012 �'f Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS L. . Drawing No. IRC- 9509 - 189 -21 -I, titled "Model 950 Heritage and Model 655.Oak 4 : Summit (24ga) 1000, 2000 Short, Long, Flush and Oak Summit Panels ", Sheets 1 through 3 of 3, dated 04/09/2007, with revision C dated 12/05/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS L Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D 1654 & ASTM B 117, prepared by Architectural Testing, Inc., Test Report # A7420.01- 106 -18, dated 04 /12/2011, signed and sealed by Joseph A. Reed, P.E. 2. Test report on Forced Entry Test per FBC, TAS 202 -94, prepared by American Test Lab, Inc., Test Report # ATLNC 0912.01 -11, dated 10/13/2011, signed and sealed by David W. Johnson, P.E. � "Submitted under NOA. # 12- 0228.09" "Submitted under NOA # 07- 0619.02" 3. Test report on Large Missile Impact Test per FBC TAS 201 -94, Uniform Static Air Pressure Test per FBC TAS 202 -94 and Cyclic Wind Pressure Test per FBC TAS 203- 94 for a 9' x 7' Sectional Steel Garage Door, prepared by American Test Lab, Inc., Report # ATLNC 0326.01 -07, dated 05/08/2007, signed and sealed by David W. Johnson, P.E. 4. Test report on Tensile Test for 3 Samples per ASTM E 8, prepared by Hurricane Engineering & Testing Inc., Report # HETI- 07 -T682, dated 04/19/2007, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, signed. and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS , 1. Statement letter of code wonformanc a to 2010 FBC and financial interest issued by Structural Solutions, PA., dated 04 and sealed by Tomas L. Shelmerdine, P.E. )5#40*1 Folo?, Carlos M. Utrera, P.E. Product Control Examiner NOA No. 12- 0228.01 Expiration Date: September 6, 2017 Approval Date: May 3, 2012 E-1 % A gCC�F� jgaryg� ®l 0 F— W Q V) V� W w r CD �- ry C) QQ s Id O p ^ a INTERMEDIATE SEL7ION GI.A20R0 nPnoN ran. aLazi�B a v I&V.V STEEL, Rf"mB IMPACT WIRM MME {1•�a71Aly.Ev pSTTpEgEL. EXcJnmm vwm wvaw nm (V ED 6XfERlRitlr DDV i1�E 94 QA SM ODOR re • °awsaLED IR.aas ""84• X 1/B' SCREW - UD'm °ASTEN necaQATTVE PLfSTIC !Q•.DED MOW FRAME TO THE ASSEMBLY SECTION D-B IMPACT WINDOW DETAIL N.T.8. IRAQ( COIAK URATKB( FOR 6'6' UP TO 14' TALL D=RS ■ 1 -aAr TO %A= ER MICTURE a6X- 3• LAWG RM ES THEN ID' O.C.'1 1/2' EMBED)ENT) 11 COMMEM HILTI KWIK BOLT 3/B' X 4• STARTRa • FR ENDS THEN 24•�DC. (2 1/2' EMBEDMENT) HB.TI SLEEVE ANCHOR 8/B' XB -3/4' STARTING 6• FROM ENDS THEN 16' at tl 1/4• EMBIDNENT) ' ITV /RAMSET REDHEAD (TRU -BOLT) 3/8' X 4' STARTING 6• FROM ENDS THEN 84• = (8 1/2• EMSEDYOM P, Y a VE4Ti�� 1dT aYYACMMK_MT YO NOLLOV [ -M SLTY'K SSMP.SmR L4' X 3• TITQR SfYtEHS STARTING 6' FROtl ENDS, USE PAIRS OF FASTENERS Cr APART)' AT S' O.C. tl I/2' EMHEDMFNT) ma.TI 1/4' X 2 -3/4• KWIK -CON II+ SCREWS STARTING 6• FROM ENDS, USE PAIRS O' FASTENERS Cr APART) AT Ir MQ a 1/4• EMBEDMENT) RMENT To GRIM n TI SLEEVE tm 34"W119 +L^3/4' STARTIM 6 FROM ENDS THEN 20• tl 1/4• EMBEDMENT) MR. USE FASTENERS FOR HOLLOW C-" BLWO ■LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. Mf•RMWMTION OF WOOD JAMBS BY OTHERS CONCRETE NOLLOV BLOCK STRUCTURE STRUCTURE STRUCTIO S L�31V 1 -L2• MOON F - fo. JAMB rr &Y 030 U OF ROM am M A AMMM ME BIOpI TO PATE 1 l?Aw O frE5131160Ii B 10/06 COT O n"W W 2MO 1A! 1 RB AIBnxX� ............ h< ,9Q�y ; .-ON LOAD +aT.o PSF s° �; • m ti� Ito nUass/9S gib: MODEL 980 HERITAGE 1000, 2000 MODEL, 068 OAK SUMMIT {24& 1000. B00b ' SHORT, LONG, FLUSH, & OAK SUMMIT PANELS J