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WS-05-1255Issue Date: 12/22/2005 Owner's Name: ROBERTA BRITTO Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 33 93 Street NE Additional Information Miami Shores Village, FL 33138- Comments: REPLACEMENT EXISTING WINDOWS AND DOORS Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 12/16/2006 Contractor(s) Phone PETERBILT CONSTRUCTION 305 - 538 - 6727 Primary Contractor Yes Type of Work: WINDOWS AND DOORS No of Openings: 16 Additional Info: IMPACT In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: 1 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. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount CCF $4.80 Education Surcharge $1.60 Notary Fee $5.00 Permit Fee $260.00 Scanning Fee $30.00 Technology Fee $6.50 Total: $307.90 Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -12-05 -1255 Phone: 1132060130380 Lot: PB: Total Square Feet: 0 Total Valuation: $ 7,436.64 Required Inspections Window Door Attachment Shutter Attachment Final Shutters Final Invoice Number WS -12 -05 -23208 Total: C.r(L ZI C=7 Amt Due $307.90 Amt Paid O NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address niseL i A City N1 I f-a State Tenant/Lessee Name $ Value of Work For this Permit Total Fee Now Due $ (Continued on opposite side) 01.gD Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shor _u orida 33138 Tel: (30 7 - 2204 - *5 ' 8972 w F Z ''s1-1 DEC 6 Electrical ' lumbing Mechanical Roofing 13f-ii tr'0 PC_ Phone # 3 3 j Zip Phone # 39 We Ci3izA) T Job Address (where the work is being done) City Miami Shores Village County Miami Dade Is Building Historically Designated YES NO **************************** F * * * * * * * * ** * ** * * * * *** ** * ** * * *** Submittal Fee $ 175 Permit Fee $ C90 ! CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Permit No. A4 5 0 5 - 1255 Zip - 305- 773-707a Contractor's Company Name t Et lb 1 i< 1 Coo Sf Phone # Contractor's Address \ � 4 5 t L- eA4 1 0 V #L) f City ti 1 till 1 16 Ci I State -F- (,.- • Zip 33 r3 6 Qualifier 't� 1 ‘ jr. Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: Type of Work: DAddition ['Alteration ['New Er El Demolition Describe Work *—€.) L A c g° : 1 0( t kiLYS '4" '84-' 1 ti ) / Ce syzeA J 7 s CO /CC V Mari$anda • My CaTIM1831oq1 DD228650 a w Expkes October 24, 2007 • 305 -436 -1966 MARIANA Passed Inspector Comments IA 1 , ' --- g hfrj ° -------' cj 1r Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 03/02/2006 Inspector: Grande, Claudio Owner: BRITTO, ROBERTA Job Address: 33 93 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: PETERBILT CONSTRUCTION Building Department Comments Wednesday, March 1, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phon (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132060130380 Lot: Phone: 305 - 538 -6727 Page 2 of 2 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NOrWbO5 ; FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED nereoy gives notice that improvements will oe mace to certain real property, and in accordance with Chapter 713, Fioriaa Statutes, the followine information is provided in this Notice of Commencement. 1. Legal description of property and sttreeet address: 33 C 6 2. Description of improvement: i' L c. k-t AY EAtvi , 11/4.14 Lt) t N £ 4ikLT ' Arr -- � wner(s) name and address: / 0 h -P f' 4tk 0 r 1 interest in property: Name and address of fee simple titleholder. ontractors name and address: ‘ 11‘,Vqc, 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond$ 43&t • 6. Lenders 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 following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) j'1 s Signature of Owner Print Owner's Nam ©�>��� � iltrZ Sworn to anc suoscrioed oefore me tnis ° d aav o Notary Prim Notar's Nam IVn: cornmiss:on exo!re, 4 -"c:revz_. xea Art It M OOr2eew lkh ExpliasOdoeer$. ►. 2 tiL -- 2 49Q'1 . 20 0 h. STATE OF FLORIDA, COUI J ° OF ©ADE the 1 HEREBY CERTIFY that this is a true copy �y of original file n this office on �_.. — iAd , A D 2 -- dil WITN f r y my hand and Official Seal. NpR % 1 �I-`y+ of Circut n County Courts Nil:, � - - D.C. 11111111 C FN 2006R0065878 OR Bk 24161 Ps 21111 Ups MOOED 1 11(2211(ZO() 07; i0 i HARVEY RUVIW, CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE' a a ) k P Preoared DV Acores::: 105 2PO l r 4 -t + L- 33 I Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for F F.CTRICAL 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. The foregoing instrument was acknowledged before me this Jt(=:• The foregoing instrument was acknowledged before me this 1 G day of 20 . J /& ti j day o , 20 (Sy P--O C 4 who is personally known to me or who has produced who is personally known to me or who has produced 11• NOT Sign: Chc 12/15/03 ssion spires: As identification and who did take an oath. NO SST RIDA Z 119 Adent(e h en d ing co., Inc. * * ** ********************************************************* Sign: Print: My Co as identification and who did take an oath. **** *** NOTARY PUBLIC: u�Te�. NOTARY PTJRLI OF FLORID .—� TA=I 1'u h t�y �Rn a ► A � t ^ ', 411""A lnRr , ff�7 q�, q�7 ni r 1 a� En 2 / �.��j � � � i SSlon Th4*t _ . tie nal 4I • ; 1 * (Certificate of Competency Ho Slate Certificate or Registration No. Certificate of Competency No. .: **+ k ************ ************************* ******* ******+ * ** ******************* ********k************** APPLIC ?.TION APPROVED BY: / / Plans Examiner Engineer Zoning • MIA M4DADE BUILDING CODE COMPLIANCE OFFICE.(BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA PGT Industries P.O. Box 1529 Nokomis, FL 34274 0/ NIIAMI DADE COUNTY, FLORIDA •: tRO-p DE I .AGLES BURRING 148 WE&FLAGLEM F I, SIJII'E 1603 • • • Rn3A 3/30�1563 • � (305) 375 -2901 FAX (3)5) 315 -2908 •• • • : .��d i'' try �- ���� ••• SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construed • P The documentation submitted has been reviewed by Miami -Dade County Product Control ' 'vision : • accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other . -> , a allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The ATami -Dade County Product Control Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Sales "511 Alwninnm Single Hung Window APPROVAL DOCUMENT: Drawing No.4040, titled "Aluminum Single Hung Window", sheets 1 through 5 of 5, prepared by manufacturer, dated 2/9198 with revision on 6/3/03, signed and sealed by Robert L. Clark, PE., bearing the Mlanii Dade County Product. Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dace County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 matpxials, 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. AD : 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 # 02 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03- 0514.01 Expiration Date: November 01, 2006 Approval Date: November 06, 2003 Page 1 PGT Industries E -1 • • • •• • • •• • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • ••• •• • • • . •• • . • NOTICE OF ACCEPTANCE: EVIDENCE SZIBMi IT • • • • • • • ••• ••• • • • • • • • ... • • A. DRAWINGS 1. Manufacturer's die drawings and sections. • • • • • • . •• • • • • . • 2. Drawing No.4040, titled "Aluminum Single Hung Window 3 si a tsl thtough 5 of 5, prepared by manufacturer, dated 219/98 with refiliort on &3A0l, kited and sealed by Robert L. Clark, P .E. •• B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 03036, dated 3/1403, signed and sealed by Joseph Chan, P.E. Submitted under NOA# 01- 0629.08 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 and TAS 202 -94 along with marked-up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1889, dated. January 14,1998, signed and sealed by Gilbert Diamond, P.E. 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1852, dated December 29,1997, signed and sealed by Gilbert Diamond, P.E. Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0514.01 Expiration Date: November 01, 2006 Approval Date: November 06, 2003 PGT Industries • • ... . . • • • • • • . . • • • • • • • ••. • • • • • • • • • • • .•. • • • . . . • . ; •• • ••• • • NOTICE OF ACCEPTANCE: EVIDENCE SI;Bh frI ED: : •; ••• • C. CALCULATIONS • •• • • • • • •• ••• •• ••••••• • ... • • • • /x/03, •. • 1. Anchor Calculations, ASTM- E130(? -98, and structural s ;dated. • 5 prepared, signed and sealed by Robert L. Clark, P.E. ' • • • • • • • • • .' D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 0828.15 issued to E.I. Dupont DeNemours for "Dupont Butacite" dated 11/21/02, expiring on 12/11/05. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia for "Saflex HP", dated 5/22/03, expiring on 12111/05. E. QUALITY ASSURANCE 1. Miami Dade County Building Code Compliance Office. F. STATEMENTS 1. Laboratory compliance letter for Test Report no. FTL-03036, issued by Fenestration Testing Laboratory, Inc., dated 4/1/03, signed and sealed by Joseph Chan, P.E. G. OTHER 1. Notice of Acceptance No. 02- 0702.04, issued to PGT Industries Corp., Aluminum Single Hung Window, approved on 07/16/02 and expiring on 11/1106. 2. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0514.01 Expiration Date: November 01, 2006 Approval Date: November 06, 2003 76 MAX. WINDOW HEIGHT • , I I /. VEIN 52E 50 1/2" x 38 1/4 5 3/ ° X, 13 ° +I MAX. ON CENTER TYP. HEAD & SILL 53 1/8 MAX. WINDOW WIDTH ELEVATION NOTES CONTINUED 4.) ANCHORS:MAX 5 3/4 FROM EACH CORNER r & SILL) MAX. SPACING AT HEAD & SILL: 13. MAX. 6 FROM EACH CORNER (JAMBS) MAX. SPACING AT MEETING RAIL: 8.000 MAX. SPACING AT JAMBS OTHERWISE 13.125 5.) SHUTTER REQUIREMENT: NO SHUIIExS REQUIRED 6.) REFERENCE TEST REPORTS: F L -1889 & F1L -3739 6° MAX. 8 MAX. AT MTG. RAIL L • • •• • • • •• • •• • • • • • • . •. • • • • • • • • • • •• • • • • • • •• • • • • • • •• • • 0• • • • • • • • • • • .0• • •• • .• .. • •.• • • • • •• • • • • • • • • • • • • • • • • • • • • • • •0 • • .• •• o . • . • • ... • • • . . . . • ; • • • • • • • •• •• • • LARGE MISSILE IMPACT WINDOWS NOTES; 1.) GLAZING OPTIONS: A. 5/16 (.350) LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER ® BETWEEN (2) L OF 1/8 ANNEALED GLASS. 16 ° B. 5 350) LAMINATED GLASS CONSISTING OF AN .090 NB INNER LAYER (2) LITES OF 1/8 HEAT STRENGTHENED GLASS. C. 13/16 (.840) LAMI I.G GLASS CONSISTING OF 1/8 HEAT STRENGTHENED GLASS, 3/8 AIR SPACE AND 5/16 LAMINATED GLASS (.090 FOB INNER LAYER BETWEEN (1) LITE OF 1/8 ANNEALED GLASS AND (1) UTE OF HEAT STRENGTHENED GLASS). D. 13/16" (.840) LIM1 LG. GLASS CONSISTING OF 1/8 HEAT STRENGTHENED GLASS, 3/8 AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (2) LIES OF 1/8 HEAT STRENGTHENED GLASS. 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DARE COUNTY) B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE (FTL-1889) AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) WI WIDTH 28.600 • NNE:, WI= ‘'11111E.Z.J111 •11111111111/CLAIMI L1 ETF_ , _>Ir:1W'3ll NEXII1 Kai 1111:Y/1112:1111E1511 lIDal Iran ..ta imam mc.r. MIEN CIA 1.0:11 IlEYEA HEM 410.0 -80.0 40.0 -800 E 8 MEIJI 11:0111 CE / ) El NILE" ELME Iran IIENSIINE2/611 EMI ME:111 80.0 80.0 • 86.7 88.7 -80.0 v AL GLASS 4"1.1t a /03 /O3 FR 10 /TT /0T Vi8 /98 R i as 7/9/98 11 9.S 1mE & 73/18 LO. g088C1' 13 /8 MAX. O.C. COMP L Oak PE PE 08712 sS400212 ANALYSIS TARLE 6 LAMINATED " LAMINAT (1 A..090,1/8°A) 5M: TED (VSHS „0!ffi,1/rHS) 3H • G., 1/VHS. 318' SPACE, 6/16° LAME (1AYA,.090,118»H8) 3H8” L 1/8"H6. 318 SPACE, 5718 LAME 118918,.096,1 A -G. IsAvbtz) , G /� 1070 TECHNOLOGY OWE MUM FL P.O. 42* 1828 MOM FL 34274 FTL-1 ELEVATION & NOTES 7me ALUMINUM SINGLE HUNG WINDOW 50144/I4045 Sri SLau6 SH-701 NTS 1 d 5 4040 • A. ITEM DESCRIPTION III w Q � - r;1111,1111 - lid ,: x : T+ FLT. N0. I4C' 1"F REM E i o• 1 . :,u- [!" IM11)•[JY LIF/L l"'+E_0MIL `_ C 1 • WIT 11 l 1 Ir• :1�La�l1 i1,1 DTI( RILsT2W1F[ iY1..12 "� Rill q i`I .;I.SCI!&IMGEL=M1 G.LZ'[allE., '"""11.rl )�LL" L l I , .� fv= = F31iC EI - "" LTi I ICi 7•i 1.11 El(i 2"'$S „ i�tIIrC.n - .I�� .Al I.Fi2.'ai't3 ∎1 1i • [YE'c1.6i(.I" "I E 1 1 1 1 •1 Lic3L 127 - ".r,"" -. i'aI:i7F3(1C3' Y '"a)•4 -, %1., 1• El w l »� p er °701L , "'f1♦b _ ,i..._31. >?! [I . IN EF. F 71. CMCZT »•�".r� i�r -�ti . CM J . .. ' E'-' I`�L 1C3L , -... , :1 C.J ,is'8[TFiS>• ;c3i <-^=^ - � ° .! a� -,<. A z..izY ri 1 : ir .+ URN NMI , 212 I v.T. QTY. A.iir'^ IL...:4. =YIENC b) LICI 1 GCr.! GAY - T� .. I !!- >7 .....� 11[11' " -•1 �.i.. !:� G im x... "L , ' 1 " 1 C - �f_.Yt )1c • :' 1 .�fiY -�F� 1l-. s 1C :I.a : -- w . ac. '11 u: - '.. [ � KM L _ .4 . . :%. ': ' — IJ _[iY_x7 !"m ram •=;1 ._3. __�... �11>! FTIE '' r. - ': 1<1_ Km 110111C TCri Eure Ti(f_- 71.TRP 7, -.Gi fiv371=111 Q =F7lI.-iiE'7Lclil�iI allriir� !::V � AIN [�I 6•.N i)L7G! i i i 'ririri r 1 E SAW 1.10C34 � L1cfl�iii'-^rrrr^ - aT'T.Jl i 7�i;,e'1 is lot F.Ir .d. 8/3/03 LOCATION l 0488 BLISS DIE MN JB C-400 130 -.134 1rTABU» EX)R VENDOR VENDOR 1/8 ANNEALED OR HEAT SIRENTHENED GLASS .090 6415%1 YER SAFl.EX BY SOLUIIA OR DUPONT PVB 1/8 ANNEALED OR HEAT STRENGTHENED GLOSS 1/B HEAT STRENGTHENED GLASS 3/8 AIR SPAN 13/16 NOM. 1 /2° NOM. GLASS BITE REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 5/16" LAMINATED GLAZING DETAILS 1/2 NOM. GLASS BITE 13/16" LAMI I.G. GLAZING DETAILS 1/8° HEAT STRENGTHENED GLASS .090 SOLUTTA OR DUPONT PVB INNER LAYER 1/8 ANNEALED OR HEAT STRENGTHENED GLASS 5/16 LAMINATED fic/ Rffi 2I.*WsP.S PEid712 SWNQrti1 1070 TECHNOLOGY DRVE NOKOMIS. FL 34275 PA. BOX 1679 NlcOtl1S FL 342Y4 • • •• • • • • '• • • •• • • • • • • • • • • • • • • • • • • • .1 • • • • • • • • • • • ..• • • • • • •• • • •• •• • ••• • •. • . • •• • • • •• • • • • • • • • • • • •• 0 • .• . • •• . . . • • .... . • • . . . . . . . • • •• • • • • • .0, • • Ao.D1aIANINIED 8 18/98 Wrom P• 8 2/9/98 PARTS LIST & GLAZING OPTIONS ALUMINUM SINGLE HUNG WINDOW SsiorAl *2 I Sow Ste* Th4*g Me. 91 -701 I NTS 2 d 5 4040 • . • • • ... • • • ... 00 00 •• • • • .. • • • • • 0•0 • • • • • • • • • • • •. • • • • • • • • • • • • • • • • • • ..• 0041 •.• • ' • • • • • • .. • • • .. ... .. • . . . • . .. • • • • • • • • • • • •• • • • • • ... .. 76.000 MAx HF]OHT VERTICAL SECTION REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 meawa I HORIZONTAL. SECTION F.K. 6/ /O5 the; aASS mI- rml .TO sommc 05/26/0.7 c LJ0 -.05 to rr/Oi TB, rABL& Ent RIP a 8/u8 D & z/9 /3B SECTIONS Nafarne ' 3075 ALUMINUM SINGLE HUNG WINDOW PA BOX 1528 NO WA% FL 34 Z/4 SM4A dat lOwit SW& &m ks tb. poe SH-701 I NTS 3 5 4040 D • • • •.. • • • ••• •••• • • • • •• •• • • • • • • • • • • • • • ••• • • • • • ••• • • • • ••• • • •• • • •• • •• • • ••s • • • • • • • • • • •• • • • •• ••• ••• ••• • ••• • • • •• • • • •• ••• •• • • • • • • • •• • • • • • ••• •• • 062 .737 ALUM. 6063 - 2.274 O ALUM. 6063HS - T54 .705 J -� 1.35O— ALUM. 6063 -T5 REFERENCE TEST REPORTS: FTL-1889 & F1L -3739 1.019 i - -x.791 L- ® ALUM. 6063 -T5 670 RcbEL OSY.PE PE408112 BCULPW 1.523 -� 11.023 - 1070 1Eq$IDi0Oa ORM 80101113. FL 34270 P.O. BOX 1848 NO2021S, R 34274 2.710 -►I 1.123 1-.- O ALUM. 6063 - T5 o � 4/98 as0. t. 2/9/98 p.8. EXTRUSIONS 1.187 I+- 2.029 062 w J____ 1 Q ALUM. 6063HS -T54 1 165 1 ,! 1.057 . 1.348 .678 .683 � .413 -1 --:1 1.097 ® ALUM. 6063 -T5 ® ALUM. 6063 -T5 ALUM. 6063 -T5 C-ADD 410.31 as 145 lamisimer 78, TAME. EXIR. ALUMINUM SINGLE HUNG WINDOW a.rdrark Sato s DR141 SH -701 NTS 4 d 5 l 4040 • •••• • • •••. •• .• • • • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••••••• •••• • • • •• •• • • •. • • 41 • • • •• • • • • • • • •.• ••41 • • . • 4141. • • ••• • • • • • •• • • • • • • • • •1 • • • •• ••• .• • • • • • • • • 4110 • • • • • 10•• •• TYP. HEAD TYP. S(LL REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 TYP, HEAD TYP. SILL RebertL OM PE. PE109712 E&eagd TYP. JAMB 1070 =NNW= OAK Nall., R. 34270 P.0. 002 1570 NO110115. R. 34274 +YEWLT1101111111 W afi t e. V F.K. 6/3/03 0-NO arc THIS SHT '12 e p 03 / 26 / 03 C-NO aHO THIS SHr. F.K a f0 11/09 7B, T fl ° It tf TYP. JAMS as 2/9/93 ANCHORAGE ALUMINUM SINGLE HUNG WINDOW S� JYmM: 55eat>< Stook 6u.bg ttu S H -701 NTS 5 d 5 4040 l MIA DAt>E • • • • • • • •• • • • • • • • • • ••• BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 PRODUCT CONTROL DIVISION •• • • • NOTICE OF ACCEPTANCE OA . ••• • • • • • • • • • ••• • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • • • •• • • •• • ••• • • • • MI31IU -11A1lE COMITY, FLORIDA • • SAE1Ttp!DADE fEAGi BUILDING WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 • • (302)•315110011 • IiAX (305) 375 -2908 • • • • • • • • •• • • • • • ••• • PCT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series SWD -I01 Outswing Aluminum French Door - Impact APPROVAL DOCUMENT: Drawing No. 971, titled "French Door X, XX ", sheets 1 through 4 of 4, prepared, signed and sealed by Robert L.Clark, P.E., dated 4/13/01, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ;'Lnless 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 tennination 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 # 01- 0417.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02 -0701.12 Expiration Date: November 22, 2006 Approval Date: July 12.2002 Page 1 WS - 05 -1255 7.1/2" i • •• • • ••• • ••• • ••• • •• • • ••• • •• • • • • • • • '93911, Mx, 7 1/2" .37.500 ttur, • •• • • • ••• • 13" MAX. ON CENTER TYP. HEAD & SILL • 1 • ••• • ••• •••• • •••• •• • • • 7 1/2" • 13.5" TYP. MAX. 5 1/2" SEALANT ON FRAME CORNERS at PANEL. CORNERS 7 1/2" - 95.750 WUL / 2 . OPTION s 7 1/2 -- LEj: "_i X. ON CENTER TYP. HEAD & SILL 71.750 ' Robert L Clark, P.E. P.E.#39712 Structural \I n✓ ' • 7 1/2 -- � — 5 1/2" Revisions: D) added 2p1. lock info LARGE MISSLE IMPACT DOORS 1.) CLAI/NC..401 /464 IAN/HATED W/INTERLAYER {MONSANTO OR DUPONT) 2.) C0lFIGURAT7OkS: X, XX 3.) DESSGH PRESSURE RATING: 3a) 484 LAM.: +75 P.S.F. -7$ P.S.F. 3b) 401 LAM.: +60 P.S.F. -60 P.S.F. 4.) ANCHORS: MAX. 7 1/2 FROM CORNERS (HEAD & 51LL) MAX, 5 1/2 FROM CORNERS (JAMB) MAX. SPACING AT HEAD & SILL: 13.000 MAX. SPACING AT JAMB: 13.500 5.) NO SHUTTERS REQUIRE() 6.) REFERENCE TEST REPORT: FTL -2241 7.) FOR LOCKING ASSEMBLY OPTION - SEE SHEET 3 OF 4 MAX. SEALANT ON FRAME CORNERS & PANEL CORNERS Tetarennn thew . d Nntet r 1070 Technology Dr. Nokomis, Fl. 34275 PRODUCT k$VP4E0 as Dakfap Cod Se Maids pN Alumna No 0 Dare 11 gal• a 0. Como, PRODUCT RENEWED ACCrr'tMrecjra. a %— G4 Al .fl4 MIN ATtO$DATE Mo Iy I54�� 1 , t_l:Awla rmuutic-rcoprnia.amtax duRDINtr CODECVMPth.* CE OVMCC Soler /"eat" INDUSTRIES SWD -101 memo 0 scrfpNen: Raid chm Eis French Door — X, XX D.O. I V 17 / 00 par Na VENDOR 140: &gas: Shea: cen, p Ro Rog Ororn By: D.B. 2/16/96 1 X 1o'4 971 0 • •• ROUGH • • • • •• • ' • CIMINO • • • • • •••• • • • • • • • • • SEE SHEET 3 • FOR 11NOHOR6 •• • • • • • • • ••• • .' 95.750 93,625 • .489 EXTERIOR • •• • • • •••• ROUGH ••••4P NING • • • • • • • ••• .250 MAX. SPACE •3.000 MAX .250 S A 1.479 r 84 3/4" DA YLIGH T OPENING VERTICAL SECTION INTERIOR 1.489 r .250 H M `� \ ''f"'�j MACEI 1-+— 3.000 —"I � -- ROUGH OPENING 34.625 T. BOTH PANELS ACTIVE PANEL. D OPENING HORIZONTAL SECTION INTERIOR 71.750 EXTE4IQR 1.750 INACTIVE PANEL A CM ROUGH OPENING 1.480 ISOODUCt REVISED n PWRII with 4e Flak% Del Cabe At•aaheeeNs r 2 2 bate PRODUCT RENEWED ACCErrhscaNn C. I- b4t by L'aiAATtos wt Nw6KFEE 2 Z1 10156 , St■O° ` moot OtPOTIIPWWW0t DURDMC coat QOMi4JI* CLOfliCC D odd 2 pt. lock info t ` � `"' 1070 Technology Dr. oad ex Nokomis, f7. Ir . h . I' 34275 S°''°'/tede` INDUSTRIES SWD -101 Material: Description: RD rt P.E. � Clark, R•Yae, Per ray, dot.: French Door — Elevations P.E. #39712 D.a 111/17/00 I POI na KNOOR NO: scale: sheet: we eny rte. Row Structural °' "" B r 0.8. Dot 2 /16/98 2 971 0 t • • • • •• • • • • • ••• • • • •• • ••• ••• • • • • • • 4 • • • • • • 9 3 POINT LOCK ASSY, 2 POINT LOCK ASSY, \dir' 1/8 ANN. .090 Mauna 3/78 ANN 0) added 2 pt. lock info 1.489 3/18 ANN. .090 — Mp110 3/18 ANN. I S L MAX. SHIM 3.000 NA7f SHIM 3,000 —� SPACE SPACE 1.489 .401' UM- W/MONSANTO SSrLEX PYR 7N7ERLAY0 .484' LAM w/MONW4TO smflFX pYeimmune Og .101' 1.40. j/' OUPONT PUwilt INr a 4Y O 0_R .,184' mM. w1O PONT A lrMJ f rrRI AY[R SEC MLA ON ,SNrcr 7 SCE NOW J ON SHEEL( Dt'SION PRESSURF RA71NO: 8'80 set- QESIGN PRESSUPT RATING: ea pal. Iekortra. t .0 Nelot Rw64w 3 7/04 Dicind Ingykr 1 r a Svl,si lodsI: SWD -101 1070 Technology Dr. Nokomis, P1. 34275 PRODUCT REVISED O rftelltrftr afh the Plaids Btdd4R Oft Aftercare Ma 02 901. EiPLdlaaDWe1j/ 211429. Mir Padres Croat Dhaka faltODUCT RENEWED Ak:cErrtga7. N.. 41 -C 411 -4 LaIRAZU t7Afl N046 ude1U,290i, ty I't Ag . Dula tT Xit* 0074 E LSL1ICS Atotedat aesa 146.44 Rered OWE add 99: (Dale: French Door — Exploded /Glazing 0.0. 7 7/17/00 POT NO: VENDOR N0: Sada: Mesa 9,099n4 N. Pr X D.B. oec2/16/98 3 , 04 971 ITT INDUSTRIES SCH _ G CORP. FASTEC INDUSTRIAL AST. IND STRIAE Mal IlL711/1111111111/1111/111111111111111WAYIN=11= i•Ir c rIii llVve4mti ,>irk aCDtAmoicarar1TrY )1 - 117.'r 1 il.8 *1wMItn ItF ltri1•f5tILMI •ialiP IIMIIIMIGIET1aLWE -71 ) : . EilLaft_4 Iglig6 III WORM liZefilliZALMIL*311111111101F7PL - 114w!,'i19E1•fr P7: IainiT0il -1ri 1ET.JL :a4IFTOMIIIIIII[Yl•Z37T "TA Ill t :IZ•T{•7: IFE.M■1 rsity iT;7T]F'1r'1 •.- ,. 1•Eta:I +IX�T��•Ll ammi [i<M 111-1* X1 3 0 iititf&M.... � W..€' fr 11111 1 1111 77)� laillZiffi/WIKAINNW - 0141 WRAEL.11174 F1v. z IICZL3M"i'L•11 t T?C± E[•,• 1t71R 4lift07.TR lAf.;'• 11 .[A'1<FT>7•:'., 7T,..0 CZP *Tiff EMI InilltE MIN= IIINIMIERNOININIMI WI II 14111I IMPS MI F •21 Liar t P11i1t[Z luarir3i■ Eirl,� . ': n% 1_friiiin ITE DESCRIPTION V.T. QTY. DESCRIPTION VENDOR VENDOR MN 2• • - HEAD SILL S WAX -10 75 INN , • MIIIIIIIIIIL3RZIIIIII t • 6 MIK ol.-IIIILPX.Yi4111111 Vir !LK GT;agI1FY O dittillUalli R•Z1YZ;E:1 tlt �'f''L�>� G C [I ©- � MN PR* uscummirome rACIPAtt Will Cli=iffill [1421111111 IMITr.a1•1111111111111111111111111 IIIa, E'i.IY" r GUM' • ifs 1. s1:. i + .. 3 � f.i Di' 1 63><:T71•?lit?•l:TOMMII E7 -N•i [3T%I T.11 Vrrl' Q 7FiF EIIF?At 11 •i1'd:T e - t•' 1 11;K•_'�131 IfiAiffelETigkreltnillIN MN it;/11.1 1141271111 Cle7 r• • •r•rd•ca_ •r•I 411.1 AF- 11E11PATIIIIMATE=1111M/AMIIIIEWOr MI'W TIi ffiZ . F2.7,'L.FZ7 KEN Ei7713 f~ a ' • fIiE3731.7*7►_liiiD; :iiUM11• GT•iiRL:(VFiG71 - 1•11111111LIp,,i fil [L" F'M - ' _17.tWiL1411,'Il• 87 • • l • • S • •sW 41141 • • •• • • • • • 1 • • • •••• • TYP. HEAD, yi. • • • • • TYP. JAMB • • • TYP. SIL(. •• •• • • ••• • • •••• • •• • • • • • r JAMB 1 r ? t Robert L. Clark, P.E. P.E.#39712 Structural R srl,dand : 0) added 2 pt. lock info Roved Date: 0.R. rate: Drown er D.B. Mee O r �o.m Dale: 2/16/98 rredh+e 1 cease e Sve,/YOeeh SWD -101 DsmtptIon: French Door — Anchorage 8.0.M. POr NO: PRI)a11CTREVH,itso PRODUCT REN .*P-D Atmpbete AC'Cr.ITMICt N,.4 0 '04 Et 0 Rttr 6 ClaIx DAM Neoew110_47212004 t�1��•!rL .E�e„�n tq k SL a • 4-1, J<m nwol Oteldee tt 4. I KiAK i. „ 'E4 ICE 1 tz •rm the florid. e VENDOR N0. 1070 Technology Dr. Nokomis, Pl. 34275 Scow INDUSTRIES Sheet: 0 ,,wM 0 N0. 40 971 m,11 M 1A M FDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • • •• • • • • •• . • • • • • •• ••• . • - • • • • • • • • • • • • • • • •• • • • • • • • • • . • • • ••• • • • • NIIAM1 DADS COUNTY, FLORIDA • • • •. • • METRO -DADB FL J LER BUILDING • • • • 140 T: LAGLika ET, Sum: 1603 • •• • • • • : M 4C1 ,OOIDA 33130 -1563 ••• • . . 6 (303) (305) 375 -2901 MX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) PGT Inlustrles 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dale County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in 1VTiami 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 1Vfiiami Dade County Product Control Division (In Miami Dade County) and/or the AHI (m areas other than Kart Dade County) reserve the right to have this product or material tested for . quality assurance purposes. If this product or material fads to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 1"x Heavy Wall - Alummimmn Tube Clipped Mullion APPROVAL DOCUMENT: Drawing No. 6621, titled "1" Heavy Wall Mullion ", sheets 1 through 6 of 6, dated 04/28/00, with revision "A" dated 05/03104, prepared by fir, signed and sealed by Robert L Clark, P.E., bearing the Miami Dade County Product Control Revision Stamp with the Notes of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 budding code negatively affecting the performance of this pocket. 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 prod. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically tery ninate 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 # 02- 0701.09 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. • • • • • •• • • • •. • ••• •• .• e • • • • • • • • • • • •• •• NOA No 04.0528.05 Expiration Dane: June 28, 2006 Approval Date: July 15, 2004 Page 1 W SoS I755 PGT Industries A. DRAWINGS • • • . • • • • •• • • • • • •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • ... • • • • ••• • • . • • • .•. .. • • • • • • NOTICE OF ACCEPTANCE: Evn '1 icestJnMi n :: • •. • • - . . • • • • • •• • • • •• • •• • • 1. Manufacturer's die drawings and sections. • . • • 2, Drawing No 6621, titled "1" Heavy Wall Mul ion "; Sleet; 1 Ligh2of 6, dated -05/26/04, with revision "A" dated 05/03/04, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203-94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a lx 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FI'L - 2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA d 01- 032302" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a lx 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F1'L -2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.L. "Submitted under NOA 1 01- 032302" • 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0 /00 configuration) mulled together with a ix 2 x 3 /" wall vertical mullion and a 2 x 6" x U4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submi under NOA 1 01-0323. 02" C. CALCULATIONS 1. Engineering Structural & Anchor Calculations, prepared by manufacturer, dated 08/20 /00, revised on 5/24 /01, signed and sealed by Robert L Clark, P.E: "Submitted under NOA 1 01- 0323.02" E -1 Memel Product Control I' NOA No 08 Expiration Date: June 28, 2006 Approval Date: July 15, 2004 s c PGT Industries E -2 • • • • • ••• .• • • •• • . • • . NOTICE OF ACCEPTANCE: EVID4KE II'Ct'EH 1 • • • ••• ••• ••• • • • • D. QUALITY ASSURANCE • • • • • • • • • .. .. 1. Miami Dade Building Code Compliance Offibe COCC;O . ;. • ; • • • .. • • • • • ••• •• E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated March 16, 2001, signed and sealed by Robert L. Clark, P.E. "Submitted under NOA # 01-0323.02" 2. Statement letter of no financial interest, dated Much 16, 2001, signed and sealed by Robert L. Clark, P.E. "Submitted under NOA # 01- 0323.02" 3. Laboratory compliance letter for Test Reports No. PTL -2902, FM-2903 and FfL -2975, issued by Fenestration Testing Laboratory, Inc., dated January 30, 2001, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 01- 0323.02" G. OTHER 1. Notice of Acceptance No. 02 - 0701.09, issued to PGT Industries for their 1" x Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/12/2002 and expiring on 06/28/06. 2. Letter from consultant stating that the product is in compliance with the Florida Building Code (FBC). Manuel Product Control NOA No Expiration Date: June 20, 2006 Approval Date: July 15, 2004 • • • •• • • • •.• .. • • • • • .• . • • • • • 0 • • • . • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • ••• • • .• • • • • • • • • • ••• ••• • . • • • • • • • •• •• • • •• • • • • • • • ••• • • ••• • • • • ..• • • • • • • • • • • • •• • • • • • .• • • • • • • •• •• • W W Wi4W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = W OR W1 +W2 MULL LENGTH = H ,, r —w aa ROM ENDS H ME : 7. FOR ANCHORAGE 1YPE, guANnir AND LOCATION REFER TO SHE£1S 2, 3, 5 AND 6 A 2. WINDOWS NAY BE MULLED TO A MAX. OF 7 UN/1S 3. MULLIONS ARE APPROVED FOR IMPACT AND NON— IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 CUOMO PST H a HI +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = H OR H1 +H2 MULL LENGTH = W 1VPE !i: OR tr BM ENDS W =WI +W2 H = HI +H2 (2) WINDOWS MULLED WANE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 Ml) MAX OPENING = H OR H1 +H2 MULL - LENGTH = W OR WI #W2 M2) MAX OPENING = W OR WI +W2 MULL LENGTH = H1 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Rowel C FX arm * P.J.P W D Wfp9YW36r > PJ •r2 tsar 00ee IMO= R. 31273 NpNplOS, R 34274 MULLS cum stir. Ov0t /28/00 W a W1+024W3 H m Hi4H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DE1ERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TAR ES DPI PAGE 5 & 6 M3) MAX OPENING = H 01? H1 +112 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 r r w..t b•rrhw •. Nmedo= A — Alm N TABON 1 " HEAVY WALL MULLION ARRANGEMENT DETAIL Sale 1 •mry w 1X 1d6 6621 • A • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • AL, . . 112 ki• DELCALAIULUCIKMAIRIMBIENE 1/J231D_Ritr&1fflE...217, 16He 1. FOR MULL SIZE AM QUANTITY OF ANCHORS REQUIRED SEE SHEETS 5 & 6. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL—TO—CUP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP—T0--OPENING. 2. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER 70 CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ FOR YOUR SPECIFIC APPUCATION. PP Rawl. P.B. PE 1E19712 Stsuassal 4 TIOL ARA IJON LD:LOME 161 WOOD BLICILIMICIYIXENALSOP.-DTE:= D.ELS9LMULL102112SIBUCIIIKIMI marlmaLmas tr, rx I 0/4/04 Dom 14p P.J.P. r -2 OR 4'1 124941,111Aor Oahe 4/2811:93 A TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS lbstsbos A — ODD 1407312711 0440145444 1 HEAVY WALL MULJJON & CLIP INSTALLATION DETAIL £10441/114414 1070 =mom mair P.O. Kix 1928 wan FL 34205 70( n. 34274 MILLS 10... 10.6.0hb. Ix 12061 6621 A • • • • • •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • •• •• • • •• • • • • • •• • • • • • • • • • • ••• ••• ••• • • • • • • • • • • • • • • • • • • • •• • • • • • •• • • • • • ••• •• • • • •• • •• • • • • ANCHORS SHOWN ARE A PiCT0l8AL ONLY. FOR CORRECT QLW TIYY OF PLEASE ANCHORS REFE9 70 CHARTS AND FiN11 711E CORRECT PRESSURE SIZE AND REO'D FOR YOUR SPECIFIC APPLICATION. CLIP LENGTH CHART FOR 7x MULL MULL SIZE 1 x 2 x 1 x 4 x J 1 x x $ 1 x4x>1 MAV. FROM ENDS (TYP) i)' 1}� Jai 1 MULL CUP iliCL-alaira2a1CIC411215 EWWRUSVN Des 1 7099 M1N. FROM ENDS (TYP) ' r` 1" AIM 7W0 .2 AN �UP CHO JIABS REMOVED R LOCAAT/ON5 EXR,67MN 0•s 1 1099 T MAX. 1. REFERENCE TEST REPORT F7L -2902, 2503 AND 2975 1" MULL CUP ( OR LO< Ec R1m09r aec 1 100 MIN. FROM ENDS (TYP) — 10 0 o1 1" MULL CUP W/T 1 ' � '1; i -L�;t 211121151011 Des 1 1099 MIN_ FROM ENDS (TYP) MIN. 1-.—A•� MIN. " MULL FOUR (y)) ANCHI LOCATIONS SIX (6) ANCHORiOCARON$ EXAMS= MS / 1099 i° MUII CUP MIN. FROM ENDS (TYP) 8 �A VER 1" MUII CLIP W/TABS REMOVED FOIR (4) ANCHOR LCrArDN5 E0%ISON wog 1 1099 Rand XPft /04 Assam eu,5 JJ.P. A TO BE USED QQ_Y WITH PGT INDUSTRIES PRODUCTS Cad rhe • 5/ 21 / 01 A INGWION ANCHOR LOCATIONS 1" MULLION CLIP 7a1D iE$/tl1ADY 04I PA. Dar MO FL 34275 1x94210$ R 34274 MULLS MIN. FROM ENDS CIYP) Drumm roc 1 1099 6000Crmnxa• as znatOth BMWs kgagIssa firr %ri g MIN. r ENDS (TYP) 1 J I- -A' I 1 MULL CLIP (TABS REMOVE? SIX (6) ANCHOR L OCATIONS 02010150N DWG 1 1029 1o. 3 -' I 6621 A • • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • ••• . . • ••• • • ••• • • • • • •• • • • •• • • • • • • • • • • • • • • • • • • • ••• ••• ••• • • • •• • • • •• ••• •• • • ••• • • • • •• • • • • •• • • • • • ••• •• t 3 1 -1- 1 23 .111111-1110. i - 2 3 y NOTE. 1. REFERENCE TEST REPORT F7L- 2902, 2903 AND 2975 8 21 32 1 1 x HEAVY WALL MULLS MAT'L: 6063 —T6 4 � Om! 6), I5/W/04 ON= ttp P. OM IT, re a ''''1/22/OO 3 4 107) 1EaMmL00Y Oak P.Q. BOX no. worn R. 31719 N7Wb5. R. 30741 MULLS I atria .* 1 x a .46 3 4 � PRODUCTIREVORD ; .- -r, ; gab ® TO BE USED ONLY WITH PGT 1NDUS7RIES PRODUCTS 4 - MD MOW= 1" HEAVY WALL MULLION PROFILES °collo No. 6621 A • . r 1x23c375 I 0Pa4IN6 WIDTH 04 INCHES Anch 50 60 70 ' 80 90 100 110 120 1 130 42 1 _ 155 142 134 130 130 130 130 130 130 1 _ 48 128 116 107 102 tOD 98 99 _ma 115 100 91 85 82 80 80 80 84 81 73 68 64 63 62 62 62 60 87 58 51 47 44 42 41 41 _ 58 49 44 40 37 35 34 34 50 43 38 f 34 l 32 30 29 28 38 32 29 I 26 24 22 21 20 /ti 27 I 24 22 20 18 17 17 16 84 78 30 25 22 20 H 8 17 18 15 16 24 20 17 I 18 g r 19 18 I - X 96 18 - t_ 1C1411 1441 1x2751075 I OPENING WIDTH IN wta9w 3/4 Anchors 50 60 70 80 90 100 110 120 130 1607 1701170 170'170 170 170;170 17 7 170 170 170 170170 170170 170170 ® 48 1701170 17011701611170 154 1501970 1491170 1491170 149,170 1491170 1491170 50.625 170'170 161 148170 140 138 134170 134 134'170134170 134 �— �t __ I— $4 1861170 447,170 13511�i 1�It53 1211148 T /19 118:141 1181141 918' 1181141 50 1451152 1271131 1161116 101 1001100 96196 93 93 92 192 92 192 92192 'T -- - f T rt 1 1 a 83 131 13 112,192 N 99 9D � 90 84 .8 — 80 � 77 , 77 76.78 76 , 78 78 , 78 3 ( 131113 8 8518577177 72.72 6148 65 1 8 5 64 164 83 ; 63 83.83 8 8 1 � T 3 @5 CO 58 ! 58 5 1 54 48. 48148 45 45 44 76 73 1 7 3 628 54 49 49 45 j 4b :V: 0 4 '1 40 3B 11 38 37137 3801 79 67 87 57 ' 8T 50 1 50 48 45 41 ' 41 38 36 35 35 33 '33 32 ' I. 8454 1 54 45 ; 45 40 140 35 1 35 32 ; 32 30 1 30 2826 27 27 26 1 26 24 j 24 20.43 43 37 137 32.32 28 128 28125 24124 22122 21.21 20 120 19119; a 96I 30 30 26, — 23 1 23 21'21 19 1818 17' 17 18 5 15 � 2112118118 16116 - I - - 1 - -1- - 1 - - 1 111 23 23 19!19 17 17 15'i - 1 - 1 - - 1 - _ 144(- - - -- 1 _ - - - _ — 1 - 1 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHL t 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 41 28 20 160 130 99 80 62 41 34 28 96I1 • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••••••• •••• • • •• • • • • • • • • ••• ••• • • • •• • ••• •• • 2 • • • • •• • • •• • • • • • • • • • • • • • • • ••• • • • •• • • • •• ••• •• • • • • • • •• • • • • • ••• •• [ Vertical Mull — fi 1Dg -I Muu Length Horizontal Mull F T Multiple Mulled Unit. TO BE USED ONLY WI711 POT INDUSTRIES PRODUCTS NINO x 15/3/04 P H4 P.J.P. ribalw `4/28/00 Decisions — A — ADD NOTATION PRESSURE CHARTS 791 1" HEAVY WALL MULLION 1075 7 '/ D P. X 1828 9 a 34273 74» a sera MILS 5.w/um* &ulr sh.* llwLp Rb. 191'` I NTS 5 d 6 I 6621 I A • • 170 170 141,181 129'148 116 133 991113 92105 88.97 1 58 44'44 38138 29 29 20121 18 170,170 1381158 1251143 112 128 941107 87 , 99 81190 6767 5 ,58 170 137 157 123'141 109 80 1103 83 95 77 ,85 63 63 1701 137157 123'141 108124 88 1101 81 93 75182 90 49 49 4545 35 35 28 23 23 15115 -t- -1- 170 170 1701157 154!141 108 124 881100 80 91 73 , 79 5658 1 50 50 70 1 59 92 82 70 170 159 60 70 170 1 ' 70 170'170 21 170,170 170.170 1 1'170 1. 1170 1''170 1-x170 1170 0 1128 1 118 92 170 170 170 170 70 182 170 138170 1701170 1704170 158 170 1311170 121 170 112156 98 !127 90 108 87 99 77 ,77 82162 50 50 • 70 170170 170 170 170 170 170 154 170 144 170 1601170 13511 134.170190165 1251160112-140 170 121'148 108 '138 111'117 98 102 90 21112 95 185 92 78 78 54,54 50 ' 50 27 22 82.82 87187 47 , 47 43 43 19 1 741 90 OPENING WIDTH IN INCHES 80 90 100 110 51 48.48 40 40 37137 32132 30 130 -1 —� 24 24 18 ' 18 17117 17 17 15115 OPENING W07tH IN INCHES 80 90 100 110 120 128;170 1171168 103 138 851118 92 1 106 83 83 87167 54 64 37.37 1, 1 34 42 , 38 7 1 11.• 15 52 52 34134 31 1 31 120 1 70.170 137 157 123 141 108,124 881100 80 , 91 73 ' 80 5858 47 47 43143 33 33 26128 21 21 1 70170170:170 170.170 170,170 170 170 157 170 157,170 128 :1 117;189 118 1081150 1081145 94 .121 88 102 8393 73 173 58158 47 47 32132 29 29 91 115 83190 80 1 89 69 69 54154 44144 30 30 27 130 3232 25 26 20 20 130 160 170'170 1701157 123 108 881190 80 81 73179 56 • 58 45145 40 1 40 30 23 1 23: 23 818 - I - 160 170 170 157 170 12711701 118;1851 105144 9011111 78193 7s +84 62 621 48148 38 38 251 2312 nVer6cal Mull F 1 ff �� Horizonlal Mull 1 °Pen 1 r � Multiple Mulled units A Length TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS ten+ 0' 9m, or• 0 lee a � F.IG B/S/O4 A — Atm =WON Rama r W PAP. 1" 4/28/00 PRESSURE CHARTS PRODUCT *WISED ,.,tk• 1s itaRte?4,2 : 1x2.75x.650 3,4 60 42 170 170 170'170 49 1701170 ' 1481169 150.625 1 166117o ! 138 156 54 152,170 135 1 124'142 60 1331152 1171134 106'122 12 z I 63 1 110 99 114 N 66 118•135 1031118 9311 72190 81 1 81 5 _ 77619191 Tr 7790'88 78 84'84 71 63'63 5 87 67 57 50 1 50 �Q 54 54 48 48 40'40 2 I 98 44 44 38130 23 1081 31 ,31 28128 23123 11 11 29 24 24 _ h144, - • - -; - 1X4x.375 — 7 410 Anchors 2 170 ® 48 170.170 6 25 I 1701170 54 60 1701 .3 03170 Z 66 170 ,! 721 761 •! F 108 111 r 144 NOTES: • 1. MAXIMUM ALLO ABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 Ro6ML PE • • • • 0• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • , • •• • •.. ,•. ••• • • • •• • • • •• • • • • • • ••• ••• •1• ••• • • • •• o o oo • • • • • • ••• • • • • • • • : : • i .• • • • • • • • • • •• • • • • • ••• •• 187U 7F0m88Y ORE P.O __ 1929 N•f81114 R. 34278 NOKCal FL 84274 KILLS [NTS • • • • • • 1" HEAVY WALL MULLION 6461 6621 Inspection Date: 03/13/2006 Inspector: Grande, Claudio Owner: BRITTO, ROBERTA Job Address: 33 93 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: PETERBILT CONSTRUCTION Building Department Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, March 10, 2006 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone': (305)795-2204 Fax: (305)756 -8972 Inspector Comments F ,Ott4e1C_.j 1 kaA4Z/a4) 0. pazzaJ A 1 s -o - . _ k /, ,L td . z �� ge,14,kcizeiu P4 61-c tile ,4(latitza: iv feleg0 aef2-C e- 04- Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132060130380 Lot: Phone: 305 - 538 -6727 t Page 1 of 2