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WS-14-2650Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 �ingED Inspection Number: INSP-224553 Permit Number: WS -12-14-2650 Scheduled Inspection Date: December 12, 2014 Inspector: Rodriguez, Jorge Owner: SEPE, SUSAN Job Address: 1050 NE 91 Terrace Miami Shores, FL Project: <NONE> Contractor: CONCEPTS CONSTRUCTION INC Building Department Comments Permit Type: Windows/Shutters Inspection Type: Window Door Attachment Work Classification: Window/Door Replacement Phone Number (786)326-8164 Parcel Number 1132050010340 Phone: (954)274-7465 REPLACE 18 WINDOWS WITH IMPACT.. mrractio rassea t:omments INSPECTOR COMMENTS False l���eili;LtZe18�1��:7ul���iT���fdikY�►a Inspector Comments Passed tvA_ Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. December 11, 2014 For Inspections please call: (305)762-4949 Page 11 of 30 ,a2z30,0 h �s Village Ila Miami Shore g BUILDING PERMIT APPLICATION Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 `§RUiLDING ❑ ELECTRIC ❑ ROOFING DEC 0 5 2014 Y., FBCtt 2'01 O Master Permit Noes ) '"2.6 Sub Permit No. ❑ REVISION ❑ EXTENSION ORENEWAL []PLUMBING O MECHANICAL OPU-BUC WORKS O CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: _Is the Building Historically Designated: Yes NO a. Occupancy Type: Wad: Construction Type: Flood Zone: _ BFE: FFE: OWNER: Name (Fee Simple Titleholder): �. - , I -Si. City: P�� I �v�a�� � � 1 �Ri � ���� State: Zip: Tenant/Lessee Name: , Phone#: `® Email: cow Address: v RZ - city: State.• zip: rr Qualifier Name: �U //�l� d Phone#: State Certification or Registration #: O 1 i Jig Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address:oz,City: State: value of Work for this Permit: $ S ` o c� ® Square/Unear Footage of Work: Type of Work: ❑ Addition Alteration New ❑ Repair/Repl�ce Description of work: C (V s-cr,-41 e Zip: ❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ _ CCF "t co/cc $ Scanning Fee $ Radon Fie $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $Bond $ / — TOTAL FEE NOW DUE $ (Rwbed02/24/2014) £'d LLEF-6b9S9SZ:01 1=2.26-bL£-tG6 :WOW L0�9t tZOZ-S2-(10N Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if Mortgage City State State 0 Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will t be approved and a reinspection fee will be charged. Signature \'� Signatur OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this day of20 by jcrrtd',. Sy,�R;, rga who is personally known to me or who has produced FL Jlj %°ed` 0 u int se as The foregoing instrument was acknowledged before me this .- day of 0ec�177b r , 20 / Y. by 4ML, e% S' ""A-? who is personally known to me or who has produced S C-fZ 7 5""1 s identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign:g Si n: Print: d e, (� e r i Print: ` i mq Seal: ANNABERRy"ILL , Oy Ab® Notary Public State of Florida Seal: a° r: Joanna M Feliciano COMMISSION;t EE 8833 7 ' �" v My Commission FF 082753 0 op 01/1212018 • EXPIRES: March 13, Bonded Thru Nfltary Public 04 Expires Un erwrbrs APPROVED BY - Plans Examiner Zoning M N N 01 i N " M LA 0) RICK SCOTT, GOVT RNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION fit"" mar CONSTRUCTION_INDUSTRY LICENSING BOARD . CQW15M- The GENERAL CONTRACTOR Named below IS CERTIFIED"447 Under the provimons of Chapter 489 FS. - Expirabon date: AUG 31, 2016 SIMMONS, SAMUEL D •� • CONCEPTS CONSTRUCTION INC • 3200 N OCEAN DRIVE SUITE 102 •� HOLLYWOOD FL 33019 ISSUED. os CM14- DISPLAY AS REQUIRED BY LAW -Sr.-O# L140604MI729 • I DEC -5-2014 10:53 FROM: 954-374-9223 TO:13057568972 P.2 CERTIFICATE 4F LIABILITY INSURANCE 2/5/2014''"' 12/5/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND NO RIGHTS UPON THE CERTIFICATE .CONFERS HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR, ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(8). AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.' IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be andorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an sndorsOmeflt. A statement on this certificate does not confer rights to the certificate holder in lieu of such endoreeme s . PRODUCER CONTACTLaura Pomeroy Comegys Insurance AgencyE (727) 521-2100(AjCNal! (727) 528-0626 laurap®comogys.cc= One Beach Drive S. E. Ste. 230 /12/2014 Saint Petersburg FL 33701 INSURE S AFFORDING COVERAGE NAIL M INSURER A :Seneca Special Ins. Co. INSURED Concepts Construction, Inc, INSURER a :Old Dominion Insurance Co 0231 g c- o2=ARD Insurance Co 1470 3200 North Ocean Drive IMR&R]?: Suits 102 INSURER E., ,Hollywood FL 33019 INSURER F: 1 COVERAGES 0%0nr1e1^A--....... ,. . ••-�------ t�evlawro roumesL:rt: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWI'T'HSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES. DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OF INSURANCEINSR GENERAL L IABUTY ADOL DOOR J= POLICY NUMBERC O LIMITS A X COMMERCIAL GENERAL LIABILITYS CLAIM&MADE a] OCCUR 10244441 /12/2014 /12/2915 EACH OCCURRENCE $ 11000,000 100, 000 MEDIsXP An one arson S 5,000 PERSONAL& ADV INAMY S 1,000,000 GENERAL AGGREGATE a 2 000,000 GENI.AGGREGATELIMITAPPUESPER; X POLICY M PRO' Loc -ipms AUTOMOBILE LIABILITY PRODUCTS -COMPIOPAGO $ 2,000,000 D SINGL JLejg aIx ANY AUTO A 0 D X SCuHED LED tlNT HIRED AUTO$ X AAUTOSD IT0709bt 2/3/2014 2/3/2018 BODILY INJURY (Pet pmeon) s BODILY INJURY (Per ec�dent) b Jftmcddom $ FloltdeAsseasmeM $ EACH OCCURRENCE S c UMBRELLA UAB OCCUR 'EXCESS UAB CLAIMS -MADE NIA .. OWC5851S4 /12/2014 /12/2015 A bREGATE S D DI RETENTIONS WORKERS COMPENSATION AND EMPLOYERS' UABIUTY ANY PROPRIETORIPARTNERM(ECUTIVE YINER OFFICERAIAEMSER EXCLUDED? (Usrtdatory In NH) N e,dbwrlbourider DESCRIPTION OF OPERATIONS below $ 7 . H E.L EACH ACCIDENT S 1,000,000 E.LDISEASE -EAEMPLOYE $ 1 000 000 E.L. DISEASE- POLICY WMIT s 110001-000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Anaeh ACORD 101, Addldonal Raaibft Schedulti If mora apses Is ragWrtd) General Contractor #CGCO11584 CERTIFICATE NnI neo _ Miami Shores Village Building' Dept 10050 248 2nd Ave Wami Shores, FL 33138 ACORD 25 (2010/05) INL413256 tminm m ISHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Paul Soret/LMM" ®1888-2010 ACI Tho rwnlafordwl marls ref Ar`nQn v a cu r - u) 0 Ie) 2 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VAUD OCTOBER 1, 2014 THROUGH SEPTEMBER 30, 2015 DBA: CONCEPTS CONSTRUCTION INC Receipt #:GWERSA4L27CONTRACIOR (GMWAL Business Name: " Business 7ype:cONTRAcTOR) Owner Name: SAMUEL D SIMMONS Businew.0pened:03/29/1993 Business Location: 3200„ NORTH OCEAN DRIVE #102. State/County/Certift.CGC011584 HOLLYWOOD Exemption Code: Business Phone: 954-920-2115 ROOM Saab BmployM machlnss Pt af�aslan�s 30 For V*ndhV BueMm 0s ° Number of WahhMS! , VandI m twos! Tex Amount I Transfer Fee NSF Fen Penalty Prior Yews I Collecft Cost Total Paid 27.00 1 0.00 0.00 0=.00 0.90 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and Is non -regulatory In nature. You must meet 90 County and/or Municipality planning MEN VALIDATED and zoning requirements. This Business Tax Receipt must be Vanskmad.when the business is sold, business name has changed or you have moved the business location. This recelpt does not indicate that the business Is legal or that it is in compliance with State or local laws and regulations. Malling Address: SAMgEt D- SIMMONS Receipt: #ICF -13-00005710 3200 NORTH OCEAN DRIVE #102 Paid 07/15/2019 27.00 HOLLYWOOD, FL 33019 2014 -2015 K 11-15-13 Miami Shores Village Building Dept. 1st Floor 1050 91 Terrace NE Miami Shores Village, Fl - 73 L 73 3/4x50 X Opening 2 Opening 3 73 3/4x38 DEC 0 5 2094 ATT: Buildin Roof Height Opening � 36x251/4 C � � 9 q I T' • 1 �i� �lming 9 Miami Shores Villa a 36 3 4x50 3/8 APPROVED ByDA'iE Opening5 ZONING DEPT - 361/4x375% BLDG DEPT SUBJECT TO CCMPUANCE WrrH ALL FEDERAL Opening 6 STATE AND CCUNTY RULES AND REGULATIONS Opening 8 73 3/4x38 471/2 x 39 Opening7 74 3/8x38 Zone 5=10% of the least horizontal dimension or 40% of the mean roof height, whichever is smaller, but not less than 4% of the least horizontal dimension or 3 feet. Zane 4.Al"hewArea3 ••• . ......... . •• ••• •• • • • •• . ... . . ...... .. . . ...... . . .. . . • . • •• .... ....... . . ..... . ... . ...... . .... ..... . . .... . 11-15-13 Miami Shores Village Building Dept. 2"d Floor 1050 91 Terrace NE Miami Shores Village, FL Opening 12 18 3/8x38 106x501/4 Opening 11 ATT: Building Dept. 523/4x253/4 Zone 5=10% of the least horizontal dimension or 40% of the mean roof height, whichever is smaller, but not less than 4% of the least horizontal dimension or 3 feet. Zone 4 - All Other Areas . ......... . • • • • •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 10 ./4 S /8 4 4 11-15-13 Miami Shores Village Building Dept. Cabana/Gym 1050 91 Terrace NE Miami Shores Village, FL Roof Height loft 18 1/2x38 ing 18 ATT: Building Dept. 363/4x38 Ooenine V Opening 16 363/4x38 Zone 5=10% of the least horizontal dimension or 40% of the mean roof height, whichever is smaller, but not less than 4% of the least horizontal dimension or 3 feet. Zone 4 - All Other Areas .. ... . . . . . . . . . • . . ...... • ... .00 ... .... ...... . . . . . . . ....• •... .. .. WIN -Dow & DOOR OPENING INFORMATION A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Corner Zone - 10% of least horizontal dimension or 40% of the mean roof height. whichever is smaller. but not lass than 401. of Isast hnrizonfai dimension nr 3 ft OPENING LOCATION NUMBER (Location) Comer Zone or Interior IS THIS A WINDOW OR DOOR GLAZING TYPE PRODUCT ACCEPTANCE NUMBER PRODUCT APPROVAL APPROVED PRESSURE RATING REQUIRED OPENING DESIGN PRESSURE MAXIMU M TESTED SIZE ROUGH OPENING DIMENSIONS MULTIPLE WINDOW ARE SHUTTERS REQ Y/N (+) PSF (-y PSF (+) PSF (-) PSF MULLION REQ Y/NINA Ob 13� LO- 3 5 Y) Y-\ \ — �l.c^h3 35 l�f x�3 L, �\ 5 kn 4-©ka-I.'b u ®. 5 '1 3l5 _ i -M LAD A 3.5 `1 xl"3 nNX56 i W- o yo. 35 b3 144 x3 �� »-A.M �1,D 3® fl._ 3.5 Ni 3 41%/z-959 M66 vw L\ Za.\ y'D. `-i3-5 z -51--lyll 3. l� 4Z .b ��-L '1`ix63 j3 AY581y 2 °, Ov A 12ACUb.bb tot 42 4- 2- 53 A � 3`b s92Z) A 2- `-1 2.(. q LA(, 3 3� 1 W OL -1 I l - IDl`�$ 30 D_IL4 3.5 (®3 I O 3 43-5 53L& I n HAFORMS. NOTICES. PROCEDURESiSTRUCTURAUWindow-Door Opening Info Form.xis FLORIDA BUILDING CODE 2010 ED. to c„ r DESIGN WIND LOADS FOR COMPONENTS & CLADDING BUILDINGS s 60 Fr. o o 1 o WALLS AND VERTICAL SURFACES Fac 2010 ED. o o 0 vi 3 r COMPONENTS & CLADDING Q Z 0 I: } m O EXPOSURE "C" U 's N Z m p Z BUILDINGS WITH A MEAN ROOF HEIGHT _< 60 FEET r z ULTIMATE DESIGN WIND SPEED = 175 MPH - EXPOSURE V - Kd 0.85 175 M.P.H., Kd�o.a5, CAT II eu O w w N 0 U N m MAXIM DESIGN RIND LOADS (PSF) GENERAL NOTES: 1. THESE WIND LOADS ARE FOR USE ON GENERAL RESIDENTIAL & m COMMERCIAL CONSTRUCTION AND ARE NOT APPLICABLE TO q 0 ESSENTIAL FACILITIES OR.PLACES OF ASSEMBLY. �c p z 2. TABULATED DESIGN WIND LOADS ARE BASED ON ASCE 7-10 3 SPECIFICATIONS FOR COMPONENTS AND CLADDINGS. N THE FOLLOWING DESIGN CRITERIA ARE USED: x A. PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET. O B. EXPOSURE CATEGORY, AS NOTED. O w C7 O C. ULTIMATE DESIGN WIND SPEED (3 SECOND GUST) AS NOTED. V- H ii 3 p D. RISK CATEGORY II STRUCTURES. NOT VALID FOR ASSEMBLY c N N OCCUPANCIES OR ESSENTIAL FACILITIES. In Q w E. ANY EFFECTIVE WIND AREA IS ACCEPTABLE. Q w rn m O F. ANY ROOF SLOPES. O w = v G. ENCLOSURE CLASSIFICATION: W Z to GCPI = ±0.18: FOR USE ON "ENCLOSED BUILDINGS" p p ONLY. IMPACT RESISTANCE IS REQUIRED FOR ALL Z N m GLAZED OPENINGS AND THE BUILDING IS DETERMINED O U TO BE AN "ENCLOSED BUILDING" BY THE BUILDING OFFICIAL, ARCHITECT, OR ENGINEER. 3. POSITIVE AND NEGATIVE DESIGN LOADS FOR EXTERIOR WALLS ARE N BASED UPON THE MEAN ROOF HEIGHT OF THE BUILDING OR N rn STRUCTURE. ' R (5 1 I 4. DESIGN LOADS ARE BASED ON THE EXPOSURE NOTED AND ARE v7 Z ^ r- NOT VALID FOR OTHER EXPOSURES. EXPOSURE CATEGORY SHALL L BE AS DETERMINED BY THE BUILDING OFFICIAL OR A SITE W \� SPECIFIC EVALUATION BY AN ARCHITECT OR ENGINEER. '� z 5. LINEAR INTERPOLATION MAY BE USED FOR ALL VALUES BETWEEN • •w• () m TABULATED ELEVATIONS. O 7 W c o P� 6. THESE SCHEDULES REPRESENT AN ACCURATE CALCULATION OF Z z 0 HEIGHT (P) WIND LOADS IN ACCORDANCE WITH THE GENERAL NOTES. � r R a. EAVE h a z 0 +. HEIGHT I ® � m r (t) a I M h= MEAN ROOF HEIGHT= (E+P)/2 06 c END ZONE :10% OF MIN. BUILDING J a ® ®I WIDTH OR 40% OF MEAN ROOF HEIGHT (h), WHICHEVER IS SMALLER, U q a BUT NOT LESS THAN EITHER 4% Z *' a OF MINIMUM WIDTH OR S FEEL �`" �) On, q N GCpf = ±0.18 (SFE NOTE 2G) MEAN ROOF POSITIVE ZONE NEGATIVE NEGATIVE HEIGHT (FT.) (4) & (5) ZONE (4) ZONE (5) >0.15 40.1 -43.5 -53.6 >15.20 42.6 -46.2 -57.0 -59.T >20-25 44.6 -48.4 >2530 46.4 -50.3 -62.1 >30.35 47.9 -51.9 -64.1 >35.40 49.3 -53.4 -65.9 >40.50 51.6 -56.0 -69.1 >50.60 53,6 -58.2 -71.8 12 TM WINDOW & DOOR SERIES 300 ALUMINUM FIXED WINDOW LARGE AND SMALL MISSILE IMPACT RESISTANT ...�..r,•°� ,g •••• •• • • s GENERAL NOTES "• I. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201 / 202/203 02/203 & ASTM E1300-04 STANDARDS. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd -1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE SPECIFIC LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE 2010 FLORIDA BUDDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS STATED HEREIN. 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. SI FOR TE 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 HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER (DADS TO THE EXISTING STRUCTURE. 6. MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER SEPARATE CERTIFICATION. 7. ALL EXTRUSIONS SHALL BE 6063 -TS ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. S. EXTERIOR SEAM OF FRAME CORNERS, INSTALLATION SCREWS, AND GLAZING BEAD ENDS SHALL BE SEALED WITH SILICONE. 9. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. 10. ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING CODE. 11. E.I. DUPONT DE NEMOURS & CO., INC. - BUTACITE PVB INTERLAYER N.O.A.& 11-1118.03 12. E3. DUPONT DE NEMOURS & 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 12-TMI 6RAt8t PAGE Dpi COVER SHEET FL #15920.1 SNO EMAYEXCEEDSIZEOFTESTEDREQiANGLETRANSCRIBEDAROUND POSSIBLE ARCHITECTURAL SHAPES. CLIPPED -CORNER TRIANGLE HALF -ROUND EXTENDED RADIUS EXTENDED HALF -ROUND GOTHIC Y� q QUARTER ELLIPSE EXTENDED TRAPEZOID QUARTER SEGMENT EXTENDED FULL PENTAGON ELLIPSE QUARTER SEGMENT QUARTER ROUND FULL ROUND OCTAGON OPEN BOTTOM OVAL QUARTER ROUND EQUALLEG CIRCLE SEGMENT TRIANGLE ALLOWBLE ASIZES & 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 LIMITED TO t 70 PsP. MAX. 12° MAX. FOR ANCHORS . • • {.�:Q TYPE A&C . • • ;• OR Ptp3°M FROM • 6° MAX. FOR ANCHORS • •� 7Q1�7' OR • 1 TYPE 8 A(J�R E L .VALID Im ILA -1.00 �•• ,• Eito 0 • m Ig10 c d 0 HL���� •6 .mi ; » 10 �_ og }—FRAME WIDTHN TYPICAL ELEVATION D.LO. WIDTH = WINDOW WIDTH -4° D.LO. LENGTH - WINDOW LENGTH 4°Alm 1 I hl ---TU-#15920.1 T hLJ 3 12-TMW-04 ti caueneHeer NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE rC�j ORIENTED VERTICALLY AS SHOWN ABOVE. �! i EXISTING HOST EDGE DISI • • i.Y• i STRUCTURE METAL STRUCTURES (STEEL OR • • $ '. ALUM. 1/8' MIN. THICK) STEEL: Fy= 36 KSI MIN. ANCHORS PER ANCHOR ALUMINUM: 6063 -TS N. SCHEDULE. SEE TYPICAL SEE MULLION APPROVALS FO4VO • • • 2PYCK • ?s• D ELEVATION FOR SPACING MULLION TYPE AND SIZE.• • • • • • • ' .p V E DIST EDGE DISE• • • • • Ix OR 2x D • . BUCK (OPTI ). 0008 • •� 1 NOT BY T.M. 1 1 14 1/4° MAX SHIM 1 1/4° MAX SHIM 4 1/4° MAX SHIM I �f1 • : ' • ANCHORS PERANCHOR SCHEDULE. • 4 SEE TYPICALM ELEVATION ON 4 4 ANCHORS PER ANCHOR SCWEDULE. • m SHEET 2/8 FOR SCHEDULE. SEE � • 3 SPACING EL�EYAn ON ELEVATION ON 0008 .i 5 T 3 NO SHEET FOR�� fMEffr 2A R • • SPACINGS • • • It° OPTIONAL *000 SURFACE APPLIED MUNTINS V TYPICAL ANCHORS: SEE GEE/ING &ANCCHOR EELECHARTSV.ONFOR + WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS. O MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND 0 TRANSFER THEM TO THE BUILDING STRUCTURE. 1 ,.� Q J TYPE 'A'- 1/4^ DIA. ULTRACON BY'ELOW (Fu -177 KSI, 2 p c FY -155 KSI) O ++ �i THRU ISY INTO CONCRETE (2846 PSI MIN) OR GROUTFILLED m BLOCK STM C90) .. 1-3/4° MIN. EMBED INTO CONCRETE OR GROUT FILLED 0 OCK Z TYPE'B' - 1/4^ DIA. ULTRACON BY'ELCO' (FU -177 KSI, IN Fy=155 KSI INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2' BED OF ANCHORS PER AN OR MIN. PENETRATION INTO WOOD 6 SEALANT SCHEDULE SEE ICAL ELEVATION ON SH 2/8 TYPE 'V - 1/4-20 DIA. SHEET METAL SCREW (GRADE 5 oil . , 2 4 FOR SPACING MIN) (FU -120 KSI, Fy=90 KSI) 1 INTO METAL STRUCTURES (5 PINCHES PASS THE of PLANES MIN.) STEEL-%' THK. MIN. 14 1/4° MAX SHIM (THREAD 1 lx OR 2x W D BUCK ALUMINUM: 1/8° THK. MIN. (6063 -TS MIN) . (OPTIONAL NOT BY T.M. (STEEL IM CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) m TYPICALEDGE DISTANCE INTO CONCRETWGROUT FILLED BLOCK= 2-1/2° MIN. INTO WOOD STRUCTURE =1° MIN. INTO METAL STRUCTURE = 3/4° MIN. -•7P(l001IfF7�f88 EXISTING HOST 12-TMW-04 STRUCTURE ereuu JUA PA® •) lP170Nt COVER SHEET i TYPICAL SECTION FL #15920.1 VERT SECT f 1, n T1 7 T, r .1 J � I of oD 02NmA2 r N'A y r_ m (00N IFK goo A — A m ko N •• ••• •• • • • •• O N 1 TM WINDOW AND DOOR, LLC 1 ���E911V�I��E�E9911E�9E� 601 NW 12TH AVE. - - - POMPANO BEA0i, R. MK 781-9430 160 SW 12th AVENUE; ¢� WR LC68 59UES 300 PICTURE WINDOW t: 3 FM 9 G a� TmPROTOCOL WWWENGE".C®D! 1► .•�• • cs*wEmogm • `i • :• TARGE AND SMALL MDSSILE IMPACT' A FRAIMf D, Pl.R�. • fll IIIIIIIN mn000�oono�oo�om�m� . I�Im��G��G�IGG�OC�C�IOVL �oo��o�u000�uo��n���oo o���m�m�uc000u�= n T1 7 T, r .1 J � I of oD 02NmA2 r N'A y r_ m (00N IFK goo A — A m Agy X r goo • . •• 0. ko N •• ••• •• • • • •• O N 1 TM WINDOW AND DOOR, LLC 1 601 NW 12TH AVE. - - - POMPANO BEA0i, R. MK 781-9430 160 SW 12th AVENUE; ¢� WR LC68 59UES 300 PICTURE WINDOW t: 3 FM 9 G a� TmPROTOCOL WWWENGE".C®D! 1► .•�• • cs*wEmogm • `i • :• TARGE AND SMALL MDSSILE IMPACT' A FRAIMf D, Pl.R�. • fll IIIIIIIN �1 00� G0 00 OG 0 �IUIDE� I��UIIIDDEEDE�EE�E�E�= nu000vo�ouoo�onu�o�om�mm�;. iiiiiY�liilii,ii■iiniRiYi�Ei��� onvnvo�0o,�o�nnn00000�v�0000�o�o o■�m�mmmnn0000vnooc���B ow�oo�m�oomuou�oomo�0000000000 . o��non��ev�umm�o�nn000000. 0�000a00000� �nnvoo�o�u00000�mo�c0000�c��cm ,,. o000000�0�� ���00�000000000000000����� �wwmovu�o�oonn���v�o�000��00000���. �. B oo�oo���000�o�00000000�o�� 000coo�oo�o�oo�oo�00000000000� m�omonuoo�oo��nv��oo �: ��o�o��0000��o��m��coo��o�mc�0000 �neonoo�nnnun,nwonn��doda������� B o��o�oo�o���0000w0000: nve0000�nnnv��onn�s�oe���: on000�oeeu0000���onu00000■�mccm , ■no��onn�000n�oo�����c000��oo�o nno�ovmouoo on��a�a����� ouvu0000��oo��nuo�oo���0000���� �v��o��o�o��o�o�0000000 ■N�oO��iniiiG�0lAii��O,i��000G��GGGO���� �mm,�nunonnomoou�u0000 ou�o�o�nun�o�oonnvnn■moo nu000vo�ouoo�onu�o�om�mm�;. iiiiiY�liilii,ii■iiniRiYi�Ei��� o■�m�mmmnn0000vnooc���B . o��non��ev�umm�o�nn000000. 0�000a00000� ,,. o000000�0�� ���00�000000000000000����� �. m�omonuoo�oo��nv��oo �: �neonoo�nnnun,nwonn��doda������� nve0000�nnnv��onn�s�oe���: on000�oeeu0000���onu00000■�mccm nno�ovmouoo on��a�a����� Ye° SETTING BLOCK AT Y4 POINTS V4° SEALANT K"C31 DEPTH MIN. (7YP.) SETTING BLOCK AT Y4 POINTS .090 BUTACITE PVB MATERIAL SCHEDULE INTERLAYER 090 BUTACITE PVB Yg° ANN &" ANN. ANN Yo° H.S. SEALANT YB° SEALANT W MIN. (IVP.) �% \ 1.0OEM WW G� SETTING BLOCK -\ ATYa POINTS GLASS TYPES MATERIAL SCHEDULE i BUTACITE PVB 090 BUTACITE PVB mum INTERLAYER ANN Yo° H.S. Y4" H.S. SEALANT W .090 SGP INTERLAYER Y" ANN. DEPTH MIN. (TVP.) Ys H.S. Ye TEMP Ya TEMP SETTING BLOCK • • 3 YM -327 uN �o AT Y4 POINTS • SEALANT YB° c g 6063 -TB AT Y4 POINTSm <@> DEPTH MIN. (fYP.) ' MATERIAL SCHEDULE .090 BUINTERLTAC[TE PVB %" ANN. ITEM PART I DESCRIPTION AYER he° AIR SPACE .090 SGP INTERLAYER .090 SGP INTERLAYER Y" ANN. Ya' ANN. Ys H.S. Ye TEMP Ya TEMP 6067 -TB • • 3 YM -327 I 1/8" GLASS STOP FOR 9/te" GLASS SEALANT Ya' • SEALANT YB° 0.050" SNAP COVER 6063 -TB AT Y4 POINTSm DEPTH MIN. (TYPJ DEPTH MIN. (fYP.) TPE POLYPROPYLENE FOR 5/16" GLASS ULTRAFAS 6 32001 VINYL BULB - 0.175°0 INSULATED GLASS GLAZING BEAD AMESBURY 7 32011 6 7/16 AND 6/16 MASS GLAZING READ AMESBURY SETTING BLOCK AT X POINTS (2) B8 K T SMS SCREM AT EACH FRAME CORNER SAE GR 2 MIN FOR RECTANGULAR WWDOW SHAPES ONLY SETTING BLOCK AT V. POINTS 9 �{ Qi ACRYLIC SCHNEE-MOREHEAD Tu - o ((©77 .090 B11T 11 - o Q HIGH DENSITY RUBBER %e�ATR SPACE 1 - OPTIONAL SURFACE APPLIED MUNIVE e083 -T6 • • • 1 - .090 SGP INTERLAYER MATERIAL SCHEDULE / ITEM PART I DESCRIPTION MATERIAL MANUF./SUPPLIER/REMARKS 1 NMI 0.063" SILL/JAMS/HEAADER MIRISI IN 3063 -Te SEALANT �° 3 2 TM -386 1/3° OIASS STOP FOR 1" GLASS 6067 -TB • • 3 YM -327 I 1/8" GLASS STOP FOR 9/te" GLASS 6063 -Te • 4 - 0.050" SNAP COVER 6063 -TB AT Y4 POINTSm 5 - 0.370" HIGH D VINYLS BULB AND 0.167" T -SLOT TPE POLYPROPYLENE FOR 5/16" GLASS ULTRAFAS 6 32001 VINYL BULB - 0.175°0 INSULATED GLASS GLAZING BEAD AMESBURY 7 32011 VINYL BULB - 0.470°0 7/16 AND 6/16 MASS GLAZING READ AMESBURY B (2) B8 K T SMS SCREM AT EACH FRAME CORNER SAE GR 2 MIN FOR RECTANGULAR WWDOW SHAPES ONLY 9 SEAN SEALER ACRYLIC SCHNEE-MOREHEAD 10 - - .090 B11T 11 - BE, IMG BLOCK 1" LONG AT 1/4 POINTS HIGH DENSITY RUBBER %e�ATR SPACE 1 - OPTIONAL SURFACE APPLIED MUNIVE e083 -T6 • • • 1 - RAPID STRENOTH RGS7700 STRUCIURAL SILICONE EIASIOMETRIC ADHESIVE BY MOMENTLVE PERFORMANCE MATERIALS 1 - ALUMINUM "U" CHANNEL Y LONG AT EVERY ANCHOR LOCATION (TYP.) 5082 H32 ALUMINUM 15 - 8/18" XL EDGE GLASS SPACER STAINLESS STEEL ALL METAL 1 - 7/1V 8L EDOE MASS SPACER STAINLESS STEEL ALL METAL 1 - PRIMARY SEAL Pte 18 - SECONDARY SEAL SWCONE .090 SGP INTERLAYER / t� L ""'. %R" H.S. %e H.S. • • • SEALANT �° 3 ..Sr. (IVP. ) • • • • • • • • SETTING BIXLO f µµt� • • • • • AT Y4 POINTSm •�•• CQQ3 • • • • s 4 •••••• .090 B11T H.S. • • INTERLAYEt %e�ATR SPACE • • Y., H.S. z€ • • • V.° H.S. • • • SEALANT DEPTH MIN. (IYP.) 6 SETTING BLOCK AT Y4 POINTS * ONLY APPROVED FOR LARGE MISSILE IMPACT 112-TMW-04 FL #15920.1 I t� L ""'. • • w • J z€ a o„ o� _ R 112-TMW-04 FL #15920.1 I I 0 g N 3.033 0.420 O 1.269 1.269 3.033 NOTE: 1A PART #14 IS NOT REQUIRED WHEN USING THIS EXTRUSION 0.420 0.025 0.07 ,-0.030 .lb 78 O P. 17 O � 00 N 0.02# 7- 0.080 o.l S S 0.27 00 0p00 tin 0.02* 0.080 .18 O 0.080 0.031 m 0 n .. N o 0 0.095 10.050 �o O 0.570 0.)50 O H 1.139 0.050 O .a 4 1.000 0.125 1z NOTE: EXTRUSIONS NOT TO SCALE. • .iuouo �� m 0 0 •.• • z3y �ge� 9 0000•• 0 • 6 • • 0• •• • • •• .+ • 0•.• • • 0004 0000 g b 0 � Z o 31, log 0 Z FL #15920.1 112-TMW-04 I 0 FRAMES OF NON RECTANGULAR SHAPES SHALL BE WELDED TOGETHER IN LIEU OF SCREW SPLINE ASSEMBLY (TYP.). SEAM SEAL MAY HAVE TO BE REAPPLIED IN THE FIELD BEFORE INSTALLATION OF WINDOW, INSPECT ALL JOINTS TO ENSURE A PROPER SEAL 12-TMW-04 FL #15920.1 0�• K� Coven SHEET #8x V GRADE 2 SMS (FOR 90° CORNERS ONLY) 01 ,?. • aV, SI • E ••••• • • O $ 6 N goy 0.11 z 12-TMW-04 FL #15920.1 0�• K� Coven SHEET #8x V GRADE 2 SMS (FOR 90° CORNERS ONLY) 01 MIAMI- MIAhu-DADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SN 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ww_.miAmidsde.sov/economy T. M. Windows LLC 601 NW 12'6 Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein a ee comply with the Florida Building Code, including the i urricane Zone. : Series 1180511 Aluminum Horizontal Rolling Window — L.M.I. APPROVA ^� 'tFNT• l�rawinaNa W08-81 iii 4Pr c R(IS Ahem Nnri�nntwiBnliarr�r Wd%v, (L.M.I.)", sheets 1 through 7 of 7, dated 09/19/08, with revision D dated 11/15/13, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided toothe user by the ananufwturer or its distributors and shall be available for inspection at the job site at tho Wque$jot 4 $u:ld��j dfficial. This NOA revises and renews NOA# 12-0321.02 and consists of tws'paw.*l Oaf eVjderj+ce pgges E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 8 .00 . O • . • . .. .... ' Nl71,/t NQK4-0107.08 MlAhll pADE COUNTY Expiration Date: May 13, 2019 Aprprov al Da te: February 20, 2014 Page 1 . . . . . . . . . . . .. .. . . *%.. .. .... . . . . T. M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08-81, titled "Series 805 Alum Horizontal Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 09/19/08, with revision D dated 11/15/13, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBG, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 24113.2.1 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. FTI -5945, dated 07/31/09, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under 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 i 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. PTL -5457, dated 01/22/08, signed and sealed by Carlos S. Rionda, P.E. (Submitted under 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. FT1r5459, dated 01/17/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NDA No. 09-0105.02) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window (XO), prepared by Fenestration TWiqg jAbgratgryjqc., Test Report No. FTL-3995, dated 11/13/03, signed and sealed by Efrrtwdds Cafg&s� ada, P.E. . ......... . (Submitted under NOA No. 04-0120. 01) .. .. • • .; ; . •.. 1�aue1.$e .E. :. • : : ' tr&uct cOntrdl m er :. : : INOA.No:l4-0107.08 'E�spiration Date: • A4ay 13, 2019 Approval Date: February 20, 2014 E-1 ••• • • • .•. . • •• •. • • . •• •. . .•• . • • .•• . . T. M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) S. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum horizontal rolling window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT1,3946, dated 11/04/03, signed and sealed by Edmundo Largaespada, P.E. (Submitted under 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. (Submitted under NOA#091110.02) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/28/13, expiring on 05/21/16. 3. Notice of Acceptance No. 13-1126.20 issued to Allnex USA, Inc. for their "Uvekol@ S Laminated Glass Interlayer", dated 02/20/14, expiring on 02/08119. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated November 18, 2013, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated February 27, 2012, issued by Al-Farpoq rorppra4on. si gng4 and sealed by Javad Ahmad, P.E. • • • (Submitted underpreviousNOA02-0321.02) •.; •.• ; • • r / r? Wxam •.'.l:raductQdhtr¢1er • ' ': : : TiOA, No:108 ' Vxpirltion Date: May 13, 2019 Approval Date: February 20, 2014 E-2 ••• . • • . ••• • • T. M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. STATEMENTS 3. Laboratory compliance letter for Test Report No. FTL-5945, issued by Fenestration Testing Laboratory, Inc., dated 07/31/09, signed and sealed by Julio E. Gonzalez, P.E (Submitted under NOA#09 1110.02) 4. Laboratory compliance letter for Test Report No. FTL-5457, issued by Fenestration Testing Laboratory, Inc., dated 03/13/08, signed and sealed by Carlos S. Rionda, P.E. (Subfnided under 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 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 11/04 -13/03, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No 04-0120. 01) G. OTHERS 1. Notice of Acceptance No. 12-0321.02, issued to T. M. Window, LLC, for their Series "805" Aluminum Horizontal Rolling Window L.M.I., approved on 05/13/14 and expiring on 05/13/14. . ......... •• . • • • 0 00 60, rs •.. + • N�O�pugl�Per�z; i� E. ;.. ; ; • $rcluet C,p1h - E ' er ' : • ' : : ; 'NOA.No;14-0107.08 ' Mirdhon Date: May 13, 2019 Approval Date: February 20, 2014 E-3 ... • .. ••. • • • • • • • • • • • ••• • • • ••• • • 6" ANN. GLASS 090" Interlayer � So ex Ctear And Color Glace By 'Eostmon Chemical Co.' —3/16' ANN. GLASS 7/16' OVERALL GLASS TYPE 'A' HEAT STREWD GLASS By 'Cytec Industries, Inc.' 3/16° HEAT STREN'D GLASS SILICONE /-GE RGS7700 s DOW CORNING 995 a 1 HEAT STREN'D GLASS 090' Interlayer —OuPont SentryGlas By 'E.1. DuPont De Nemoure & Co., Inc.' 3/16' HEAT STREWO GLASS SILICONE rGE RGS7700 f DOW CORNING 995 O 7/16' OVERALL GLASS _TYPE .1 6' ANN. GLASS 120' Interlayer Uvekol S By 'Cytec Industries, Inc.' b3116' ANN. GLASS SILICONE GE RGS7700 DOW CORNING 995 i a 1/2' OVERALk ZM 1/2" OVERALL GLASS • • T� • •• • • TYPE 'D' • •••• • • •••• •�•••� • GLAZING OPTIONS • •••• • e• •• •• SFRWS 80i • • • • • 1Q #1NUM HORIZONTAL ROLLING TEMP. GLASS 1/4" AIR SPACE �-1/8' ANN' GLASS .090' Interloyer r SaOex Clear Arid Color Gloss CBy 'Eastman Chemical Co.' 11 r 1/8" ANN. GLASS DOW CORNING 995 VI�J Lyll/ 11/t6' OVERALL INSUL. GLASS TYPE 'E Au un VA OIZFA' AIAIIIDIUAI DESIGN LOAD RATING - PSF FOR SCZq SHOWN ABOVE OR SMALLER CLAS4 TYPE 'A' GLASS TYPE 'IP I GU TYPE 'C CLASS TYPE 'D' GLASS TYPE 'li REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY I tKT.(— I EXL(+) 1M.(—} EXT.(+) 1M.(—} EM.{+) INT.(—) EXT.(+) 1M.(—) 80.0 1 90.0 90.0 130.0 01 90.0 1 90.0 1 55.0 1 55.0 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES, FOR METAWC SWEEP LATCHES LIMIT MAX. LOADS TO *80.0 PSF. DESIGN LOAD R#TINGS FOR THESEINANDOWS•TO BE AS PER THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE SHOWN Q 4#IETS 1 & 2. • • • • REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY CAN. 7678 HURRICANE ZONE (HVHZ). • T"'"`"'`— • M Acceptenca No APPROVAL APPUES 7D SINGLE UNfl• �2 BY SIDE WOW BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER • 1WEIMATIONS QF•A../F . OR HR"MWOROLLING WITH OTHER LOADS TO THE STRUCTURE. j1M-DARE %TYD WINDQWS L4SWG MIAMI -DADS COUNTY ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS APPROVED MULLIONS 1 ETWEEN.• •• EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • t0l" DESIGN PRESSURD FROM WINDOWS LHR MULLION APPROVAL WILL APPLY TO•�R VISTEM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 THESE -WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTER ARE NOT REQUIRED. . CBAI. PRODUCT REVISED FLA: hE/ 70592 os aamptyingwilh Lho Mod& CAN. 7678 Baildmg Cbde Acceptenca No q R E IST a BMism sdePradmtCoefrol�- ' o drawing no. W08-81 ADDL. ANCHOR READ. V FOR INSTALLATIONS INTO WOOD STRUCTURES OR AWL. ANCHOR REOD. THRU WOOD BUCKS INTO MASONRY 111' MAX. FORINSTALLATIONS ST�RUCTURRES INTO m WINDOW WIDTH THRU WOOD BUCKS INTO MASONRY 111• MAX. Q f0 1/4' z FALSE MUNDNS 3. B' HEAO\SILL MAX • 8' MAX. FALSE MUNTWS 8• MAX. 6 (SURFACE APPLIED) AT FIX. LITE HEAD\SILL HEAD/SB.L (SURFACE APPLIEDi HEAD/SILL v MAY BE USED A AT VENT CORNERS MAY BE USE6 CORNERS It 1 1 ryO <LL ! F a cy Ar LL 3 MZ � O� � M�2 O �We1�F g� �o�� �oXd 0 v I n CD y 32 7/8' 33 1/2' 32 7/8' 6 m 245/8' 50" MAX, 24 5/8' O.L. OPG. D.L. OPG. O.L. OPG. S D.L. OPG. O.L OPG. O.L. OPG. $ Q 37 5/e' 37 5/8" iO 29 1/4• 29 1/4• '^ z yQj, VENT WIDTH VENT WIDTH VENT WIDTH VENT WIDTH Z a m m �z0 _ TYPICAL ELEVATIONS XOX SIZES XOX SIZES F � a AfA=UM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER O GLASS TYPE 'A' GLASS TYPE 'B' EXT.(+) MT.(—) EXT.(+) INT.(—) 80.0 90.0 90.0 130.0 LOADS SHOWN ABOVE ARE FOR WIINOW VENTS € WITH SPRING LOADED ALUM LATCHES, 4 • • FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS • TO *80.0 PSF. • • •••••• W�8�' 1 •••• • •• •• •• ��am • • • • • 0 •••• ••• • •••••• 1 • •••• •••• •••• 1 • • • • Erlgr. JAVAD AFIMAD PRODUCT RBYI9BD 1 • • • • • • • • • aw/. Livlld�irBvf9Tthe @lo(i� 1 • • • •-CA.N.:3530 1 • • • • • • • • PAccePtmm°�` 'd �� y � �' • NOTE: 3 • • • GLASS CAPACITIES ON THIS SHEET ARE BT j hhDY -� • • • • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) 994 `4T 1811`Mkun Pmdnct CtwiryY drowfng no. • • • AND FLORIDA BUILDING COMMISSION 8-811 1 • • • • • • • • • • DECLARATORY STATEMENT DCA05—DEC-219 y. �aheet Q of 7 • • AIAXIbiUAt DESIGN LOAD RATING -PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' GIA93 TYPE 'B' GTA TYPE 'C' GIAS6 TYPE 'E' EXI'.(+) II III '1 II 80.0 II I) 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO t80A PSF. I I� u'_M II II m X11 J I' __--3r---' II u 'I n 'n 11 II d11 I' t , it II 1 11 II I II �I 11 II � 11 II I; B 1• ,I �� II AIAXIbiUAt DESIGN LOAD RATING -PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' GIA93 TYPE 'B' GTA TYPE 'C' GIAS6 TYPE 'E' EXI'.(+) 1Ni.(—) EXf.(+) 1NT.(—) 80.0 90.0 90.0 130.0 90.0 90.0 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO t80A PSF. WINDOW WIDTH 14 7/8' 3' A 1 1 I SILL 1 � 1 i ,i II �I it I I� u'_M II II m X11 J I' __--3r---' II u 'I n 'n 11 II d11 I' t IBY I FOR SPACING WOOD DUCK .t d en a <. A a� de O a 0 F"a SS W 10X3 PER C8 PH SMS ,Q 38 LONG LOAD CUP U LTYPICAL ANCHORS SEE ELEV. FOR SPACING i T1P7CAL ANCHORS G SEALANTS: ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. WEEPH0LES: W1 = 1-1/4" X 1/4" WEEPHOLES WITH PLASTIC BAFFLE AT 4-7/8" FROM EACH ENO AND AT MtDSPAN 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 ENO W4 = i" LONG WEEP NOTCH AT 32" FROM EACH ENO LONG CUP ADAPTER TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEv. FOR SPACING 1/4" OIA. ULTRACON BY 'ELCO' (Fw177 KSI. FY -155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO W00D THRU 113Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-5/8" MIN. EMBED INTO GONG. OR MASONRY Ile TESS OR SELF MILLING SCREWS (GRADE 5 CRs) INTO METAL STRUCTURES STEEL : 0.105" MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ,#14 SMS OR SELF DRILLINO SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/81) (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. IMO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS Yo = 3000 PSI MIN. C-90 FOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. Fngr:f PRODUCT REVISED .I g CML ea wmpl)dn9 uW0 Ore mmida S FLA PE f70592 Building Code $ CA.H. 3938 Accapt mce No ' U10 p�9 gpgg ih : inn Date 17 ,5a 3T3 SU -'r f617f Mimn Product dfoWi Jt tt W08-81 shoot 3 of 7 __ __ MVJ,O—OADE COUNTY APPROVED II e MULLION & MULUON ANCHORS I� SEE SEPARATE NOA ...�J11 1�g• p MIN. ------ _ _ 1 Q n! ______ _11 IY a r • • • • cy 26 • B • W4 O • • • •.. •• 10 g •••• ••• • ­ as • ...•"'. ••e;fi... •t• ' - • ' '� ' d •. A • • l } "' c G a a TYPICAL ANCHORS - 0 SEE ELEV. A *a, 0 40 FOR SPACING • • • n WI • TYPICAL ANCHORS • • • • • • 3 PER CUA TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEv. FOR SPACING 1/4" OIA. ULTRACON BY 'ELCO' (Fw177 KSI. FY -155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO W00D THRU 113Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-5/8" MIN. EMBED INTO GONG. OR MASONRY Ile TESS OR SELF MILLING SCREWS (GRADE 5 CRs) INTO METAL STRUCTURES STEEL : 0.105" MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ,#14 SMS OR SELF DRILLINO SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/81) (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. IMO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS Yo = 3000 PSI MIN. C-90 FOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. Fngr:f PRODUCT REVISED .I g CML ea wmpl)dn9 uW0 Ore mmida S FLA PE f70592 Building Code $ CA.H. 3938 Accapt mce No ' U10 p�9 gpgg ih : inn Date 17 ,5a 3T3 SU -'r f617f Mimn Product dfoWi Jt tt W08-81 shoot 3 of 7 __ __ MVJ,O—OADE COUNTY APPROVED II MULLION & MULUON ANCHORS I� SEE SEPARATE NOA ...�J11 1�g• p MIN. ------ _ _ 1 Q n! ______ _11 IY a r cy TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEv. FOR SPACING 1/4" OIA. ULTRACON BY 'ELCO' (Fw177 KSI. FY -155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO W00D THRU 113Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-5/8" MIN. EMBED INTO GONG. OR MASONRY Ile TESS OR SELF MILLING SCREWS (GRADE 5 CRs) INTO METAL STRUCTURES STEEL : 0.105" MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ,#14 SMS OR SELF DRILLINO SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/81) (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. IMO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS Yo = 3000 PSI MIN. C-90 FOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. Fngr:f PRODUCT REVISED .I g CML ea wmpl)dn9 uW0 Ore mmida S FLA PE f70592 Building Code $ CA.H. 3938 Accapt mce No ' U10 p�9 gpgg ih : inn Date 17 ,5a 3T3 SU -'r f617f Mimn Product dfoWi Jt tt W08-81 shoot 3 of 7 TYPII �-"� XO LAYOUT OX OPPOSITE 1/4' SHIM O VENT WIDTH O VENT WIDTH IQ1 spy WOOD B= / OPT. a _. _ ELEV. EXTERIOR FGR XACING 01000 i VENTS WITH SPRING LOADED LATCHES--- • WMOG19 WIDTH ' 0••i i 0000 : 0000 XOX LAYOUT Engr. TIC -- m PRODUCT REVLS13D ascanplyms�vilhftMlmld6 • • • • • • • • MUVd! FIA PE /70602 CalegLC.AA. • • 0000•• SEE • 0800 • •• •• •• Lwl PT. 10/1/1llp .. •8•• ••• • 0000•• O8 1 l 649}✓!rW08-81 EXTERIOR WMDOW WIDTH 600 0 0000 0000 • • • • • • 0000 6600 • 0000 • 0 • •0.000 • 0008 •• • •000•• ----- :0-0 0 • a ANCHORS V. CING m MAX 1BY j WOOD BUCKS o.o o . o�TYPICAI. AN S AB FOR SPCCF SEE A R' ING 0 b v i VENTS WITH SPRING LOADED LATCHES--- ' --" - �- Engr. TIC -- m PRODUCT REVLS13D ascanplyms�vilhftMlmld6 3 I I FIA PE /70602 CalegLC.AA. M: m DOWfiS--SG 2BYW Lwl PT. 10/1/1llp .. O8 1 l 649}✓!rW08-81 EXTERIOR WMDOW WIDTH 1/4" SHIM MAX.. VENT 'MOTH I 1/4• MAX. a ,e Z METALSHIMS TYPICAL ANCHORS SEE ELEV. 0 STRUCTURE 1 4 15 B . FOR SPACING I 19 o H _- �__ = - - - LA=A:, .°'Ww BUCKSTYPIANCHORS O.L.G._I Q CAL ELEV. 4 REXTERIQR $ a o VAN= WIDTH XO LAYOUT - OX OPPOSITE C d 1/4- MAX W m 1/4' SHIM O VENT WIDTH O VENT WIDTH SHIMS MAIL 'ef WOOD BUCKS O �� WOOD BUCK OR - - --_ ❑ - N El HLoa ---scREENs orn. TYPICAL ANCHORS o ------ ___ SEE ELEV. Lh-1. FOR SPACING - o �I D.L.O. o G3 TYPICAL ELE�V. EX'T'ERIOR '0 0 FOR SPACING 4000 WINDOW WIDTH g . • • • • • • • • %OX LAYOUT � a • • • • • • • • s TYPICAL ANCHORS • 0000 • SEE ELEV. FOR SPACING • 0000 • • • • MIAMI-DARE COUNTY bi • • • APPR,D MULLION � o n n SEE SEPARATE NOA m g • • 0000•• • • • .000• • • • • •. F===T VENTS WITH g < m o • • • SWEEP LATCHES Poe*: ••• • 0000•• ii • • • • •.. • - _ - - • Engr. tWB AN MAD PRODUCT REVISED _ • • • 0000 • 0 0 • . I I 11 FLA PES WM.SB 7Q59Y IS HaloamplyinD wilh ow Fhxlda I ,� • 0 0 0 0 I I I I i:ASn@ Coft • • • 90.006 _ _ ii ii A0"I'•"mNo y D • 0000 •• • ••:•e. - - ------ ii ii --was OPT.ZP3ralbnDa,a $ - - L---� f imni n Con oI I(drowi�m� no. • :000 • • • 0 : - - - - - W EXTERIOR W' o$—$ 0000•• • • WINDDY! WtOTH WINDOW wmTH Sheet 5of 7 FRAME HEAD 7.480 .077 .513 .983 1.420 -{ SILL TRACK 1.071 062 1.255 7yp, 929 F� SILL CUP ADAPTER • • FRAMC SILL 1dP 1 •e•• • •• 1 QUANTITY • • • ••• ••• • 1 • 1 ••• 0010 �{ 1 • ? •••.1n2 1 • • A82 6083-T8 - TV 1J�sa _ 1 1 .� • 4 TM -132 • • •• 1 • • • 3.069-•- TM -131A •••••• O2 FRAME MILL BASE 1.375 j 1.000 .092 I i -q 750 .688 __( 1.250 1251 1.000 14 WINO LOAD CLIP TOP & BOTTOM RAIL 1 1.000 r 1.790 .054 . _p 6125 2.201 1.375 fs MTG. STILE REINF. .065 1.000 fj`'�''��'.500 2.312 �+ T f07� 000 JAMB STILE •125 2.312 tfi FIX. STILE REINF. r.055 1.298 F2.373 1.375 FW E 2 li -:�1'S� .849 1.235 .N=- l 1.750 .062 J MEETING STILE 12 VENT LATCH 2.312 2.312 055 OSS .435 1.4371237 1.3I 1.000 1.237 .802 11 • • 1.750 1.750 p• O•FIXED STILE (SPRING LATCH) O FIXED STILE (SWEEP LATCH) 13 (LAM. GLASS) • • 1.764 •• ••• i • .062 • • • '__ d-2 • • • 191.799 �8 3.283 • •i.042 3.188 3.042 . .. -LE-7 AS READ. �• • .878 .875 a0 FRAME JAM3 - VENT O FRAME JAMB -FIXED z7 SILL RISER LTBM PART / 1 QUANTITY DBSCIKFMN MATEIM MANP./SUPPLUIR/RBHARRB 1 TM -130 1 FRAME HIM 6083 -TB - 2 TM -1338 1 FRAME SILL RASE 6083-T8 - 3 TM -134 _ 1 FRAME SRL TOP 8083 -TB - 4 TM -132 AS REOD. - - FRAME JAMB - VENT 6083-T8 - S TM -131A AS REDD. FRAME JAMB - FIXED 6083-T8 - 6 TM -138 2/ VENT TOP AND BOTTOM RAIL _ 8083 -TB - 7 TM -139 1/ VENT JAMB STILE -- 8083-T6 ---� 8 TM -140 I/ VENT MEETING SOLE 8083-T8 - 9 TM -137 1/ VENT FIXED STILE (SPRING LOADED LATCH) 8083-T6 - SA TM -137A I/ VENT FIXED STILE (SWEEP LATCH) 5083-T6 - 10 TM -136 1 SILL TRACK INSERT 8083 -TB - 11 TM -135 1 SILL CLIP ADAPTER, 12' LONG 6083-T8 AT MTC. STILE LOCATION 12 7M-118 1/ VENT SPRING LOADED VENT LATCH, 3-1/8' LONG 6083 -TB AT MID SPAN 12A _.-�. .. 1/ VENT METALLIC SWEEP LATCH - AT 00 SPAN 120 /8 X 3/4' 2/LATCH SWEEP LATCH MOUNTING SCREWS - FH SMS 13 TM7jiA AS REDD. GLAZING BEAD (LAMINATED CLASS) 5083-T8 - 13A TM -181._- AS REDD. GLAZING BEAD (MUM. 1AIL GLASS) 6083 -TB - 14 TM -154 AS REOD. WIND LOAD CLIP, 4' LONG 8083 -TB - 15 _ - 1/ SOLE LIFE MG STILE REINFORCING 8083 -TB - 18---�- -- 2/ STILE FOXED STILE REINFORCING 6083-T6 - W31225 AS READ. FIN SEAL W'STRIPPING (.270' X .220' HIGH) WOOL - -17 "I W43371_ AS REQD. FIN SEAL W°STRIPPMG (.187' X .370' HIGII) WOOL - 19 _ _ W43201 AS READ. FIN SEAL W WRIPPING (.187' X .200' HIGH) WOOL. - 20 PSO43 - ADHESIVE BACK CLOSED CELL FOAM - 7/8' X 1/2' X 1-7/18' LONG 21 - 2/ VENT VERT ROLLER HOMING & GBDEPLASTIC AT EACH END - - VENT ROLLER/WHEEL BRASS _ _ 23 112 X 1' 2/ CORNER FRAME A55£MBLY SCREWS P.H. PHILLIPS SMS 24 110 X 1 2/ CORNER VENT ASSEMBLY SCREWS - P.H. PHILLIPS SMS 2S - 1/ LATCH YENT LATCH SPRING .._-._�..-�-------- Sr STEEL - 28 W31175 AS REOD. F N SEAL W'STRIPPING (.187' X .175' HIGH) WOOL _ - 27 TM -151 1 SILL RISER 8083-T8 - .183-^{ .540 1040 .500 -.923-00-) GLAZING BEAD (MSUL LAM. GLASS) FLA PE REVISED 01h the dc NoQ T o drawing no. W08=81 • 2 1 LY 1,"4' PFI. SMS. (42�) X10 x 1' PH. SMS. (2 B10YSCREWS l� V RJJEMBLY SCREWS " Z Q ! 128 FRAME TOP CORNER n FIXED MIG, RAIL TOP CORNER o (4) #12 1 Ile PH. SMS. VENT TOP CORNASSER n Q 0 3z�BLY SCREWS ELY SCREWS • • ••• • •• • • �c6 a1UO • • • • FIXED MTG. RAIL BOTTOM CORN •ER �—^-----� ell000 • ••• •••• •• • •� O • • • JAADANIMO PRODUCT REVISED • • • • • • • • • FLA. PE d 70892 as camplyiag with the Florida j •see: FRAME BOTTOM CORNER '(2) f10 x 1' PN. SMS. F:Jiiding Cade g • • • : • • • ASSEMBLY SCREWS CAN. 3838 A. C= trio i"" 1 C`2 ryy �8 Expimltaa Date 0006 • • • • • • • • • VENT BOTTOM CORNER �G 1�}DH� • • • • BY • • • • • • -' Mi edal!roduM Hawing no. • • • • ••••• ease*• - t W08-8 sheat 7 of 711 MIAM�E MIAMI-DADE COUNTY V�V PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/sera/ T. M. Windows, LLC. 601 N.W. 12* Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dads 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, Series 11605 " Single Hung Aluminum Window /�M� rRwina No WOb-34 Rev E., titled "Series 605 Alumuuun-"le 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., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Exception: Glass type I (sheet 4) is not approved for Small Missile Impact Rating & shall not be installed above 30' above the grade. 2. See Design Pressure Ratings size VS glass type and reinforcement type in sheet 2. All United installed with optional Fin -mount are limited to max Dp = +/- 61.0 psi. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the mandacui rer or its distributors end shall be available for inspection at the job site at the request of the Building Official; � • • This NOA. revises & renews NOA 0 09-0604.24 and consists of thise 1 and evi • tic i N411 sem• �g s�si @ •• 3�Z�S• �- . 8s 3 approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. ••• . . . . • • . • • •• • CWML ADE COUNTY :•NO�M1Sio•1e-021S95 � • Expiration Date: July 05, 2017 �1 Approval Date:Ma 011,101; • JRagp 1 • . ..... . ... . ...... . .... .... . . .... . T. M. Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09-0604.24) 2. Drawing No. W06-34 Rev E., titled "Series 605 Aluminum Single Hung WDW.(LMI) ", sheets 1 through 7 of 7, prepared by Al-Farooq Corp., dated 04-24-06 and last revised on APR 25, 2012, signed and sealed by Javad 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 201-94 4) Cyclic Loading Test, per TAS 203-94 along with installation diagram of an aluminum Single Hung window, prepared by Fenestration Testing Laboratory Inc., Test Report No. FTL-5439 dated 12-10-07 and FTL-5742 dated 01- 22-09, both signed and sealed by Michael S. Wenzel, P.E. 2. Test report on (Transferred from file # 07-0404.04) 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94 4) Large Missile Impact Test, TAS 201-94 5) Cyclic Loading Test, per TAS 203-94 along with installation diagram of an alum Single Hung window, prepared by Fenestration Testing Lab Inc., Test Report No. FTL-3975 dated 10-22-03, FTL-3755 dated 03-24-03 and FTL-4514 dated 01-25-05, all signed and sealed by Edmundo Largaespada, P.E. 3. Additional test report No. CTLA-416W dated 04-11-00 issued by Certified Testing lab w/ addendum. letter Jan 22, 2002, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor Verification calculations complying w/ FBC 2010, prepared by AL-Farooq Corp., dated JAN 18, 2012, signed &sealed by Javad Ahmad, P.E. 2. Anchor Verification Calculations & comparative analysis complying w/ FBC 2007, prepared by AL-Farooq Corp. , dtd 05-15-09, signed &sealed by Arshad Viqar, P.E. (file#09-0604.24). 3. Glazing complies w/ ASTM&1300-02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/16. 2. Notice of Acceptance No. 12-0130.01, issued to Cytec Industries Inc. for "Uvekol S laminated glass interlayer ", expiring on 02/08/2014- F. STATEMENTS 1. Statement letter of conformance FBC 2010 and letter of no, financial interest, prepared by Al- Farooq Corporation, 01/13/12, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest, prepared by Al- Farooq Corporation, dated 05/28/9, signed and sealed by P.L. (&l! /1:09-0604.24) 3. Lab compliance as part of the above referenced test report. ' . -: - * : : : - - - - G. OTHER "' ': :: 00 1. This NOA revises & renews NOA # 09-0604.24, expiring on April 21, 2016. 608 2. Test proposal # 07-3765 approved by BCCO dated Feb. 0 Z 07.' _ ' Ad f , I g4 L•VltandA„P.E:• Product Control Examiner NOA No 12-0213.05 Lhprdtion 3)" JWOS, 201J Aptroilal.Dlitit-14a 01:2042: • .• .• . • A. •. •. E-1 ..• 0 0 • ... . • THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 605 ALUMINUM SINGLE HUNG WINDOV9 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 001111L/S.H. OR SINGLES HUNG WITH OTHER WINDOW • �IaA/l-D OEJID OAPPROVEI MMDULES OE * Q MORINE WL'I WEE WS USING LOWER DESIGN PRESSURE FROM.WINDOWS OR MULLION APPROVAL • WILL APPLY SYSTE%- • THIS PRODUCT H►S BEEN DESIGNM OMOTESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDINO CODE INCLUDING HIGH VELOCITY OHURRICANE MNE Pmz). • • • • •I6 OR 28Y SUCKS BY O"Wb tl118T BE ANCHORED PROPERLY .TO•TRANSFE'R''""''�LLOADS TO THE STRUCTURE. *WHORS SFW l llf LISTED. $POAGES • SHOWN ON DETAILS, ANCHORS E==ME!EDMENT TTq�W" TERIAL 94" Ore BEYOND WALL DRESSING OR STUCCO. •wvy�NORING OR 111ADRIG CONDRI" L S1iOWN IN THESE DETAILS ARE NOTT PART OF 'M APPROVAL • 90 SOAD MJ%TIDR jNC"E IS M& M 4*SIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCHUDINGIIIBUT NOT LR UM110 STEEL/METAL SCREWS; THAT COME IWO CONTACT WITH •REdUIREMENTS OF THE•FLORIDA BLEGG.MATERIALS E . COOS SECTION 2003.8.4. SHALL MEET THE 000000 WE i so IA" VENT WIDTH TYPICAL ELEVATION EQUAL LITES (SEE DESIGN CAPACITY CHART) u. ur tveni� so 1/B" VENT 'MOTH TYPICAL ELEVATION WITH OPTIONAL FIN EQUAL LITES (LIMIT DESIGN CAPACITY TO +61.0 PSF MAX.) G.L.O. WIDTH (FIXED) = WINDOW WIDTH - 4.$75' D.L.O. WIDTH (VENT) WINDOW WIDTH - 5.375" m I I D.L.O. HEIGHT = WINDOW HEIGHT/2 - 4.5" o l - 1n m LAMINATED GLASS = s INSUL. LAM. GLASS �wlrweas�eo LARGE MISSILE IMPACT . • Iqr. JAV Q AHbIAaw � o 17 Fu`cn VSs C drawing no. APk5 2012 W06-34 ��,v Z 31 28 6 O r aryry 0031& ;z 53-1/8- O q� 3 o�o M �ic W SN Z O rtZa Its lr�ifelb/flll o ���d Cmttlnl c m 8 is Cm u o () NO. IN PAKW71HOMS BIDICAIF NO. OF ANCHORS PER JAMB n9r.' %VAD AMMAD •t 9 OVIL moi. ® 70882 NOTE: 3838 GLASS CAPACITIES ON THIS SHEET ARE o III) NO. W PARENTHM INDICATE NO, OF ANCHORS PER JAMB BASED ON ASTM E1300-04 (3 SEC. GUSTS) drOvnng no. AND FLORIDA BUILDING COMMISSION W06-34 DECLARATORY STATEMENT DCA05-DEC-219 (fA2 2D12 • sheet 2 of 7 DESIGN LOAD CAPACITY -PSF (WITH ALUMINUM REDVF9RCDYG) CLASS TYPES WINDOW DIMS. GLASS TYPE C. D' & 'H' GLASS TYPE 'F' G1.A� TYPE 'G' CLAN TYPE 'H' GLA; TYPE '1' GLA83 TYPE 'J' WIDTH HflGM IXf.(+) 1M.(-) IXT.(+) 1M.(-) IXf.(+) iM.(-) IXT.(+) 1M.(-) EXT.(+) IM.(-) fOfT.(+) 'NT.(-) IXT.(+) 1M.(-) i9-t/8° 70.0 70.0 81.0 81.0 80.0 80.0 ��0 84A 80.0 8a0 80.0 80.0 80.0 80.0 28-1/2" 28, 70.0 70.0 81.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 37' (a) 74.4 70.0 81.0 81 A 80A 80.0 80.0 8DA 80.0 80.0 80.0 80.0 80.0 80.0 53-1/8' 70.0 70.0 81.0 81 A 80.0 80.0 84.0 80.0 86.0 80.0 80.0 80.0 80.0 80.0 19-i/8' 70.0 70.0 81.0 81.0 80.0 80.0 80.D 80.0 80.0 80.0 89.0 80.0 80.0 80.0 28-1/2• �-S/8" 70.0 70.0 61.0 81.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 37° (q) 70.0 70.0 81.0 81.0 80.0 80.0 80.0 80A 80.0 80.0 80.0 Bao BOA 80.0 7 95-1/8' 70.0 70.0 81.0 81.0 80.0 60.0 80.0 80.0 80.0 80.0 84.0 80.0 80.0 80.0 19-i/8' 70.0 70.0 81.0 61.0 80.0 80.0 80.0 84.0 80.0 80.0 84.0 80It Ic ldg .0 80.0 80.0 ae-t/z• �s/6° 70.0 70.0 e1.o $l.o eo.o eo.o eo.o s6A eo.o eo.o eo.o eao eo.o eo.o 37° (5) 70A 70.0 81.0 81.0 80.0 80.0 80.4 B0.0 80.0 80.0 80.4 80.0 86.0 53-1/8' 70.0 70.0 81.0 81.0 80.0 80.0 BOA 80.0 80.0 80.0 80,0 80.0 80.0 19^7/8' 70A 70.0 81.0 61.0 80.0 80.0 89.D 80.0 84.0 80.0 80.0 84.0 28-1/2° 70.0 70.0 81.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 80.0 SB-5/8" 37° (8) 70.0 70.0 81.0 81.0 80.0 80.0 80.0 8D.0 BOA B0.0 80.0 80.0 80.0 80.0 53-1/8' 70A 70.0 81.0 81.0 �.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 84.0 80.0 i8-1/8' 70.0 70.0 81.0 81.0 80.0 �.0 84.0 80.0 80.0 80.0 B0.0 B0.0 80.0 80.0 28-1/2° �, 70.0 70.0 81.0 81.0 80.0 B0.0 80.0 80.0 80.0 80.0 89.0 80.0 BOA 80.0 37° (8) 70.0 70.0 81.0 B1A 80.0 86.0 B0.0 Bao 80.0 80.0 80.0 80.0 80.0 80A 83-i/8' 70A 70.0 Bt.O 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 BD.D 80.0 18-1/8• 70.0 70.0 81.0 81.0 80.0 80.0 80.0 80.0 �.0 Bob 80A 80.0 80.0 80.0 28-1/2° 72• 70.0 70.0 81.0 81.0 80.0 80.0 84.0 80.0 80.0 80.0 80A 80.0 80.0 �A S7' (7) 70.0 70.0 81.0 81,0 80.0 80.0 80.0 80.0 80.0 80.0 86.0 80.0 80.0 80A 81.0 81.0 - - 80.0 80.0 80.0 �A 782 78.2 80A �A t9-t/B° 7a0 70.0 81.0 81.0 �.0 80A 80.0 �.0 80.0 �A 80A 80.0 Bao 80.0 28-1/2° 70.0 70.0 81.0 61.0 BOA 80.0 80.0 �.0 80.0 �A 80.0 80.0 80.0 80.0 78-5/4' 37• (7) Tao 70.0 st.o s1.o 69.0 w.o eo.o 69.0 B9.o �.o B4.o �.o e9.o eo.o ss-1/s° s1.o 61.0 n.e n.6 eD.o eo.o 7a.4 las sa.o eo.4 za" 70.0 7oA s1.o 61.0 Bo.o �.a eo.o Bo.o Bo.o soA 64.0 BOA so.o BOA 30' 70.0 70.0 81.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 38• 70.0 70.0 81.0 B1.0 80.0 80.0 80.0 80.0 84.0 BOA 80.0 80.0 80.0 80.0 42• (5) 70.0 70.0 81.0 81.0 80.0 80.0 B0.0 80.0 80.0 80.0 89.0 80.0 80.0 80.0 48" 70.0 70.0 81.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 b4' 70.0 7Q0 81.0 81.0 80.0 �.0 80.0 80.0 80.0 Bp.O 80A BOA B0.0 8a0 z4• 70.0 0. el.o Bt.o eo.o so.o eo.o Bo.o 1w.o B6.o BOA e6.o so.o B4.o 3D' • •O1D• TO.D 81.0 • 81 A • 80.0 80.0 80.0 89.0 80.0 80.0 80.0 80.0 80.0 80.0 •�'• • 70.0 7 B1A .0 80.0 80.0 80.0 89.0 80.0 80.0 80.0 80.0 80.0 80.0 42• • �� fOq• i00 81.0 81.0 80.0 80.0 80.0 �.4 80.0 80.9 80.0 80.0 80.0 80.4 �4�s • • (e) .0 7 . 81.0 .0 80.0 Bao 84A 80.0 80.0 eoA Bo.D eD.O 80.0 eao s•° To.o• 76.0 sf.o••Blf." ao.o �.o Bo.o ao.o s9.o Bro.o �A il0.o 89.0 •a� � • • ao o.o Bt.o 1ao.o Bo.o eo.o Boo eo.o aao BOA Bo.o eo.o 30' 10.0• TOp 81.0 • 81 80.0 80.0 80.0 80.0 80.0 84.0 80.0 80.0 80.0 •'.{� � • • �• .0 X0.0 81.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 •q•: • {7) 7010• 80.0 81.0 •mo80.0 BOA BOA 80.0 80.0 80.0 80.0 B0.0 80A 48' • - � 61.0 • i 80.0 �.0 80.0 80.0 80.0 80.0 80.0 80.081.0 81-78.1 78.1 79.1 79.1 7d878.8T8.4 78.470.70.0 al.o eo.o B4.o �.o Bo.o Boo Bao �.o ao.o BD.o •3•i • • 70,0. lap 61.0• •w� •eo.o eo.o eD.o eoo w.o Bao Boo B9.o tlo.6 e9.o •3�° �'° - 81.0 81.t�.0 80.0 80.0 80.0 80.0 80.0 80.0 •aa" Bi.o• B�.o • - - Bo.o �.o eo.o Bo.o eD.o 69.D eo.o eo.o •a�'' • • B1.o B1.o • Bo.o so.D Bo.o e4.a 77s n.s Bo.o e4.o DESIGN LOAD CAPACITY -PSF (WITH STEEL REINFORCING) WINDOTP DINS. GLA89 TYPE `F• WIDTH HEIOM IXf.(+) 1M.(-) i9-1/8' 80.0 f19.0 28-1/2° 28, 80.0 119.0 37' (a) 80.0 119.0 93-1/8" 80.0 118A 19-1/8" 80.0 119A 28-1/T° �-3 80.0 1ib.0 37' (a) 80.0 119.0 93-1/B' 80.0 115.0 19-1/8° 60.0 119.0 TB-t/z• eo.o f1so 90-9/8• 3Y' (8) 80.4 115A 53-1/8° 80,0 119A 19-1/6" 80.0 itSA 28-i/Z° 88-9/B, 80.0 f 19.0 37• (8) 80.0 118.0 93-1/B° 80.0 119.0 19-1/8' BOA 118.0 28-1/2` 80A 119.0 37" (8) BOA 119.0 93-1/8° 80.0 119.0 19-1/8' 80.0 i1S.0 28-1/2° 72° �.O f 15.0 37" �) 80A 115.0 18-i/8° BOA 119.0 ZB-1/2. 7804° 80.0 ila0 37" 80A 119.0 aa• Bo.o i 19.0 3D• Bo.o us.o 38" 80A 119.0 42" 48' 48' 84" 80A 119.0 80A 119.0 80A 115.0 24` 30• 38' 42° 4B• S4° �) 80.0 115.0 80.0 118.0 80.0 119.0 80.0 115,0 BOA 11b.0 80.0 11x0 24' 30' 38' 42' 72` (7) 80.0 118.0 80.0 115.0 80.0 118.0 80.0 119.0 24° 30° Bq• B 80.0 115.0 B0.0 119.0 I/8' ANN. CLASS INTERLAYER SNFLEX nIG PVB By SOLUTLA \ �*090" r1/8" ANN. CLASS 3/18' ANN. GLASS 1/8' ANN. GLASS UVEKOL—UQ RESIN 120` INTERLAYER UVEKOL—UQ RESIN DOW CORNING 995 1/8' AN CLASS 9 pr SILICONE r 3 a DOW CORNING 995 z3 a m I/8' ANN. CLASS INTERLAYER SNFLEX nIG PVB By SOLUTLA \ �*090" r1/8" ANN. CLASS 3/18' ANN. GLASS 120' INTERLAYER UVEKOL—UQ RESIN 3/16' ANN. GLASS SILICONE DOW CORNING 995 9 GLASS TYPE 'D' HEAT STREN'D CLASS 090' INTERLAYEI SAFL.EX DIG PVB BY SOLUTIA r1/8' HEAT STREN'D CLASS ANN. GLASS —.090" INTERLAYER SAFLEX RIG PVB By SOLUTIA 3/16' ANN. GLASS STUCONE %DOW CORNING 995 9 GLASS TYPE 'E' ANN. GLASS 1/4' AIR SPACE 1/8' ANN. GLASS 090' INTERLAYER (I�SAFLEX IIIG PVD BY 'SOLUTIA' ` I-1/8' ANN. GLASS 0 p F . • )00.0. 0000 • Yu • •�• • • •00..••. • S GLASS TYPE '$' n GLASS TYPE 'I••THIS CLASS TYPE ONLY FOR •.• LARGE MISSILE IMPACT USE. NOT QUALIFIED FOR SMALL ••0000• • .. • M159LE RdPACT ARFAS. :.0..*: . • . 0 .. • • • • ..:00. GLAZING OPTIONS •. • • • • •• • .• 0.0000 • . • 0000•• • • HEAT STREN'D GLASS —.120' INTERLAYER UVEKOL—UO RESIN 3/18" HEAT STREWD GLASS SILICONE (-DOW CORNING 995 I/8' TEMP. GLASS 1/4' AIR SPACE 1/8' HEAT ST7EN'0 GLASS .090' INTERLAYER SfIAAI'm IIIG PVB Lir 'SOLUTIA' 1/8- HEAT STRE j AGE RGS7700 N'D GLASS SILICONE s GLASS TYPE 'd' CW FLA PE 9 70582 CAN. b638 4PR 5 91l� L>gtr41M• �4ftu 0 h lilts 0 x M •• En - Zia �za � 3 drawing no. W06-34 iheet 3 of 7 TYPICAL ANCHORS SEE ELEV. FOR SPACING'[4� CONCRETE ,. a EDGE D131I•p.. e a.° .a. ° E SEE SHEET 22 O C a O E"a k W • ILLUSTRATIVE DTLS. ONLY • 0000 EXT. OR INT. FINISHES • • OT SY TM WINDOW 1Sy 0000••• �. WOOD•BUCK • i • • °46 A i ©• ••••• 0000 wj I • 0000 LlAl i • • •ease 0,4e • * • 0 • • 0000 • J O 15 oPnDNAI TO .: -• I L I SPRING LATCH DIST. •.. ase ° d .2 • REINFORCING e00e OPTIONS a • SEE SHEET 2 5 REINFORCING 4 OPTIONS SEE SHEET 2 �i n J • • 0000•• • 0000 0000•••• • • 0000••• 6 0000•••• • i • • • I 0000 0000• i ©• ••••• 0000 wj I • 0000 • i • • •ease 0,4e • * • • • • 0000 • ••s• .: -• °EOG a. .ice DIST. •.. ase ° d .2 • e00e a • 0 APPROVED ANCHORS a[G [LCY. 1'Vrt JYAW1Vtr _'&L LLLY. WK SAGNii TYPICAL ANCHORS SEE FOR SWOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TMCAL ANCHORS: SEE ntv. FOR sPAomp Ifo" DIA, TAPCON 13Y 'ITW' (Fw120 KSI, FY -92 KSI) 174— DIA. Oulummu4 ye SS KSI) OPTIONAL TO INTO 29Y WOOD BUCKS OR WOOD STRUCTURES SPRY LATCH 1-1/2" MIN. PENETRATION INTO WOOD RU iBY BUCKS INTO CONIC. OR MASONRY 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY DIRECTLY INTO CONIC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY REINFORCING ,814 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) OPTIONS SEE SHEET 2 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) p - 412 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) o IMO MIAMI—DADE COUNTY APPROVED MULLIONS (1/8° THK. MIN.) (NO SHIM SPACE) !! !I TYPICAL EDGE DISTANCE j! INTO CONCRETE AND MASONRY m 2" MIN. IMO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. CONCRETE AT HEAD, SU OR JAMBS 1'e - 3000 PSI MIN. C-80 HOLLOW/FILLED BLOCK Al JAMBS Pm - 2000 PSI MN. -0z SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. a WEEPHOLES: �6 W1 1/2" LONG NOTCH AT EACH ENO OF INTERIOR LEG W2 - 7/8" LONG NOTCH AT EACH END OF EXTERIOR LEG 77- ALTERNATE IBM 31LL EDGE 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING FRAME TPITH FIN OPTION (LIMIT DESIGN CAPACITY TO t81.0 PSF MAX.) 3: o ONm W - 2 z aza' m SPO ria k ffi L C drawing no. W06-34 VENT K1DTH ITEM PART g QTY. DESCRIPTION MATERIAL MANF./9UPPLIER/RFdSARX3 V 1/4' MAX 1 GW -38783 t FRAME HEAD 8083-T8 - (a O D.L OPG. SHIMS 2 CW -37731 1 FRAME SILL (4` HIGH) 8083-T8 - Z ///./4" MAX ?A BA -3808 1 FRAME S81 (3' HIGH) 8083-T9 - 18 SHIM 18 8 13 17 TYPICAL ANCH SEE EIEV. s OW -31445 z FRAME JAMB 8983 -re - k F r<1 FOR SPACRIC 4 OW -38708 1 MEETING RAIL x083 -TB - �� � 7 STRUCTURE 19 S GW -38885 1 VENT TOP RAR 8Q63 -TB - a vo 8 GW -37730 1 VENT BOTTOM RAR {4' SILL) 8083 -TB - 8A GW -37899 1 VENT BOTTOM RAIL (3' SILL) 8083-T8 - d LL 7 OW -31134 2 PENT JAMB STILE 8083 -TB - D 8 GW -31470 2 VENT STOP 8083-T9 - ANCHORSg{�a� TYPICALSEE ELEV. B 18-98 4/VENT GLAZING BEAD ANGLE 8063-T8 - FOR SPACING Cf ------- --- ---- - --_=_--- fi ----- ----------- -- ' 9A TM -t23 4/VENT mA2W6 BEAD 8083 -Ta - 9B T11-170 4/VENT GLAZING BEAD 8983 -TB - 9C TM -tat 4/VENT a.Azwo BEAD pNsw.. LAM. cLAss) 8063 -TO - 10 �8 X 1/2" 12/VENT GUIZWG ANiR.E SCREWS STEEL PH SA1S EXTERIOR �1 3 WOOD auk it aosr (1) STRIP FIN SEAL WEATHERSTRIP - MrG.RAiL/FRAME SILL :1 D.L. OPO. (FIXED) 'Q 12 2244 (1) STRIP FIN SEAL WEATHERSTRIP - VENT TOP WNDOW WITH 13 3722 (2) STRIP FIN SEAL 1rFATIiQtSi18P - VENT .IAMB STILES 14 - 2 1 1/2°x7/8°x3/4" FWSEAI. PAD - FRAME SILL CORNERS 8083-T9 AT VENT TOP T ANCHORS 1S - 2/VENT LATCH LOCK A7 5° FROM ENDS CAST VENT TOP 1 SEE FOR SPACING 19A 7M-11 BA 2/VENT SPRING LOADED EGRESS LOCK 8063 -TB VENT BOTTO!! RAIL SEE TYPIcn�LR sl2t 18 - 4/VENT VENT GUIDE VENT IM. COf8VET8 M D1 1/4' MAX. 17 - 2/VENT CALDYIELL SPIRAL BALANCES BALANCES AT FRAME JAMBS SHIM 18 1/4' SHR! 1B YNR -9302 2/VENT BALANCE COVER FRAME HEAD/JAMB.R a, (,) J li 8 13�_ MAX 19 N89 2/VENT CAL,MATELL BALANCE CUP qN VEM BOTT. CORNEASZO2 (?f2 x 3/4' P.N, SMS (i) AT EACH BALANCE (Uqq] 7 218 It12 : 1' P.H. SMS FRAME CORNERS228 $^m 1 g10 : 1' P.H. SMS VENT CORNERS Ko Z 2S - 4 B8 x 3/4° F.N. SMS. STEEL (2) AT EACH LATCH ZZ --------Za 24 - 4 88 x 3/8' F.H. SMS. STEEL AT EA PLASTIC GUIDE w fro 28 - 1 1x1 J/18x3/4x1/8° CHANNEL STEEL AT VENT TOP 28 - 2 1x1/4 THXx4` LONG BAR ALUM. (1) AT EA MTD. fL1R END 27 - 1 1/2x1x1/2x1/8" CHANNEL STEEL AT MEETING RAR 28 TM -181 2 FIN TRIM FOR JAMBS 8083 -TB - 29 TM -183 1 FIN TRIM FOR HEAD 808J -TB - . - ••• 30 TN -t84 1 FIN TRIM FOR SRL 8083 -TB - • 3 WWDOYP WIDTH • • • • • • 3f TN -179 1 MTC. RAIL REINFORCING CHANNEL 6083-T$ AT MEETING RAIL c C - • • • • i FIAT e0PT:ON MOM -BADE DADS MULLION APPR D CLIPPED MULLION 32 TM -178 1 TOP RAR REINFORCING C 'g FRAME e�ITH • • • • • • SEE SEPARATE NOA TYPICAL ANCHORS EIV FOR 11i�{ttf(.°% NEY19F� 1p as Ptal/� yy2� $� $ • • • • • • • • • • SEE SPACING � Wilk g �` AM*PMM Me • •e•i•• • •• •• f• �{OIIs9 f ffi /JT�� n 9 • • • • • e•i•• ••• • e••••• f C �gm�aW ^ O • g 6 • • �.••.: nW. JAWO' Ir . •..••• • FUL ,0992 • • • • e • • • • • • • • • • _._._._._._._._. _._._._._._._._. CAA ss droving no. W06-34 • • • • • • EXTERIOR • • WINDOW WIDTH WINDOW WIDTH 2 5,2092 sheet 5 of 7 CHANNEL 8083-T9 AT VENT TOP �3.042-7 .082 .847 r-1,425-1 .082 1.500 .128 599 a71 1.000 Imo- F 438 L�.082 f �ZY 1 � Q 2.50e .082 3.719 1.000 � I 1.092 3.188 Q FRAME HEAD 3.0� � 307•Li jr, I I 3.097 � 28 MTG. RAI. REINFORCINGS 31 MTG. RAIL REINFORCINGS O oa5 .495 � 6 9 Q 9 a I IIJLL I� '.>�25�1 Ik---- 1.000 Q FRAME JAMB O NAIL FIN (HEAD) STEEL AWMINUM C) Ile 1.888 2.188 .052 3140 .082 2.190 1.000 1.187 _� 1.250 .aao 1.188Fv A 9B .802 .882 LL z �a .938 .082 1.500 }I- .125 y 1.378 2.500 O 32 4 FIXED 0 MEETING RAIL B Q VENT STOP O NAIL FIN (JAMB) TOP RAIL REINFORCING STEEL TOP RAIL REINFORCING ALUMINUM __�. �-( .923 �p o M ,vt � Lj d tL •�, N a 41 Z] 1.375- 1.188 1,374 082 �.9" I 3.199 I .082 3.277 1.324 7.388 .052 1.750 2.250 1.214 e� Z Q lo- 2.500 GLAZING BEADS W a 1.000 1= 0 ® VENT TOP RAIL O SASH SIDE RAIL ® LATCH LOCK MJ "WrI �*. O NAIL FIN (SILL) • • • 2.202 • i • • • • 3.245 °ORE • • 997 • • 2.202 3.248 / / P $ • i • • •• • •• •• • • •• i•i •• • •• • • • • • •Intl! 600:0 • • • • • • .927 • •••• •••• 3.388 3.439 4.312 .082 3.812 3• .082 2.30 c 0 0 m v �'i 0 • • • • • • .0% 2.938 • • • • • • .082 E7,WCAM atW! Y 70592 a • •• •• • • •• •• ••• •• .884 .884 ' CA�N.Mf • ` • • •• • 1.376--I • • • • • • t.37S • 3.141-�1I 3.141 qAPR'%s,201 Browing no. UB VENT BOTTOM RAILS O 0 FRAME SILLS NOTE. EMiER SILL CAN BE USM ® W06-34 9haflt g o} 7 •• •• • • • •• •• • so •• • • • • • •• a' ' 00 0 •• • • •••• • • • • •• • •• • •• • • • ••• •• • • • • ••• • • •• • • • • • • • • • 0 Z z y 0 so '17 z 7-%N � T . 0 N 1 S� o z o m+d orza os '�$1On� ARIES boy ALUNUVUM SINGLE HUNG WN. (LiL AL-FAROOQ CORPORATION a .•m. O a n0 a eecn On ENctNEExs & PRODUCT DEVELOPMENT r a ++.oaoe atv. PER exo con+a+rs T.M. WINDOWS LLC. 1235 SM. 87 AVE r o+.+ooe awls s Raw o+mm nno. 601 N.W. 12TH AVE. MUM. FLORIDA 33174 C y °r ""°°° o aa.+zos uvwTEo FOR 2007 cac POMPANO BEACH, FL. 33069 rFy �3pgl�q ffioo pAx g•Z$grg o+.+n+a rco a+nsaE ix+s sxcer O TEL (.%) let-. FAIL 1115.1 .1-1o111 COMP-ANL\aro6-3a'fA1ar I_ , t %V,