The URL can be used to link to this page

540 NE 96 St (18)• • BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Village Building Department Permit Type (circle): + , \ Owner's Name (Fee Simple Titleholder) �� \Q1te.\ �1. \L.Ae (n9 re cl - # �,�5 ` °- R a Owner's Address \ qc, &■- City CArY \V S��QState �\nr \' C �-�1 Zip \ 3 Tenant/Lessee Name f \ \ _ \.,t l nq " ---t_A Phone # C 1 \ " ( ?)S , (46 , =_. Job Address (where the work is being done) 540 . P . C(Q - " ) t - City Miami Shores Village County Miami-Dade Zip ("9' Is Building Historically Designated YES NO !/ Contractor's Company Name 22 k1\�- von, C e_of p Phone # (XoB I -- (0 C Ct. Contractor's Address 1 �CC c \ C \ -C\cAr ' ( ,LS-- Zip Cit 1.A. c (_� �l \ State \Q � Zi Qualifier C)e a. • I Architect/Engineer's Name (if applicable\) l \ V-{ , t e_ Phone # ( c(n') 24 Architect/Engineer's Address C104 7.r) �C_..C� l \ 7 _ Sr\ City °4--A v C. rY\ I' State (P [-C d CA Zip l I L° $ Value of Work For this Permit v Cc:DC) Square Footage Of Work: Number of: Bays Stories D-- Families Bedrooms � Baths -- Type of Work: ❑Addition ❑ Alteration New epair /Replace ❑ Demolition Describe Work: * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** County Escrow Fee $ Permit Fee $ Notary $ Education/Training Fee $ Tech $ Scanning $ Radon $ Code Enforcement $ Bond $ Struct. $ Minus Plans Check Fee $ Total Fee Now Due $ (Continued on opposite side) Permit No. Master Permit No. Electrical Plumbing Mechanical Roofing k 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 r 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S At1F1DAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. My Commission Expires: chc7t7 /03 Signature The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of (?4X1 , 20614 by a ti'e ` QCIC► day ofPC`fl ( t2 _ , 20ap by Sh ]O. u w who is personally kn¢lp or ws pml8ged who is ersonally know me or who has produced e ? ' - IDy u : fake an oath. da �� *) ,�� c ��M +ficatio ` a'r�a w o did take an oath. tlos NOTARY PUBLI ��.;; P � � P S ? 1 8, ?009 NOTARY PUBLIC: °,� .. ';�" Co +� on # 1 ` 081 wWW. •ivNornitYc - � a! - .�. om —., , s� e: ,ire., '..-,.;1:1: Sign: 9�, /,,; n 1 Sign: ',,� -- y�yyyy ,��N Print: 40 r ( ' (2 OQ, Print: Y , \�l ` Cpl '� �)( m My Commission Expires: Contractor ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Certificate of Competency Holder) State Certificate or Registration No.. a Ch 5Certificate of Competency No. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Plans Examiner Engineer Zoning Bonding Company's Name (if applicable) Bonding Cotanpgoy ;1Addtess $ Cjty , d! , M State Zip 404 * V I Mortgage Lender's Name (if applicable) Mortgage Lender's Address E)ty f : r Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: (Revised 02/08/06) APPLICATION APPROVED BY: State Zip Sign: Print: My Commission Expires: NOTARY PUBLIC: Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced as identification and who did take an oath. Sign: Print: My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning BUILDING PERMIT APPLICATIO FBC 2004 Job Address (where the work is being done) Value of Work For this Permit $ VoteeL 5.et. Omit 5 � 5 � �� Permit No. Miami Shores Village Building Department �) 12. • 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Submittal Fee $ Permit Fee $ Permit Type (circle)! : uilding Electrical n'►t1 Owner's Name (Fee Simple Titleho . e . U.je. r- AQ # CaZ - 75 O e s' Addresst'O !� 923 ST Cit I zi 31 104 S Dke.S State �i -- 4 p ll Tenant/Lessee Nana le ! �� . Wei n C • Phone #( / 633(03 City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Nam — 12e , 1 1 0 nee CYp • Contractor's Address l Lu • C! "e City 1 ` Al1 corms l ' Sta dG Qualifier Name J C3/C R . �® State Certificate or Registration No. 0 (3000 « '55 j Architect/Engineer's Name (if applicable r 1 C • Phone # 413. coo Type of Work: ❑Addition ❑Alteration Describe Work: .r ep)ao C L qb S " County Miami -Dade ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * *F DPBR $ Master Permit No. Plumbing Mechanical Zip Phone # Certificate of Competency No. Zip , 6 Square / Linear Footage Of Work: ❑New [ Repair/Replace Notary $ Training/Education Fee $ 2 - (:)0 Technology Fee $ Scanning $ 12. CQ Radon $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 2 . • (o Roofing Phone # / 6 r5 CD s ******************************************** CCF $ CCD CO /CC Zoning $ See Reverse side -+ ❑ Demolition NOTICE OF COMMENCEMENT C.1. 2006F:0 c»48562 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTIONO6 2k 24545 F'9 1499e (1 P9 ) PERMIT NO ) — C /O STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 1. Legal description of property and street / address: •? . sib A 4. Contractor' same and address: 5. Surety: (Payment bond required Name and Address: Amount of bond $ 6. Lender's name and address: Sig Sworn to and subscribed before me this e Y POJ ail_ ' OS 4 Notary Public: : Y 4 , ,.,.n Print Notary's Name: : �:.�.'! c r�'ii� tNrt ►_ .►�. My commission expire9.'A;,� � . � 1 'si u , ' WWW.AAttur NV iARY.cuui WITNESS my hjnd coo HAN /., t,,.. Cu - 31L TAX FOLIO NO. 1\ THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. `7 2. Descriptio of improvement: c-Q n �. c n(c j 3. Owner(s) name and address: .11111 Lila& WI Interes in property: Name and address of fee simple titleholder: by owner from contractor, if any) STATE OF F ORDA, COUi\n , OF r). , Y_ /HEREBY CERTIFY that this ,s a in!? c cl a•s. original file this ort'rc on clr.y ci`` icr:IScch. l.QH :J Cc ri;i 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) ure of Owner (� Print Owner's Name E/i t t fief H 1/Ve/Y1 ! T d Prepared byk day of , 20 A , j,3( Address: 111 'ECORDED 05/19 /2006 13:50:15 HARVEY RUVIN► CLERK OF COURT IANI —DACE COUNTY? FLORIDA AST PAGE i / , Inspector Comments Passed it Failed Correction Needed Re- Inspection Fee ($ No Additional Inspections can be scheduled re- inspection fee is paid . until ............... ................ • Inspection Date: 07/10/2006 Inspector: Grande, Claudio Owner: WEINGRAD, DANIEL Job Address: 540 96 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: HI- RELIANCE CORP Building Department Comments Thursday, July 6, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)751 -8583 Parcel Number 1132060140690 Lot: Phone: (305)631 -6995 Page 2 of 2 NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE -REFER TO PRODUCTS C lint LS. • • • • • • • NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT S EONTROL NAr4. DESi 3N • • • 6 • PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER 01 ORE N& PAR aF THN, • • • PERMIT. • NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: BEAMS.COLUMNS.FRAMING.ETC) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING, NO • • • • • • • • • • • • . . • • CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQU r.Y. • . • • • NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 446 A$Oi✓ECHE FOIIGHIiD FLOO1i (SECOND FLOOR EGRESS WINDOWS SHALL NOT HAVE A SILL HEIGHT tES S6" A$OVE • • FINISHED FLOOR). cu I" X 4" X 1/8" X 40" ALUMINUM TUBE MULLION BY POT 6' i' -6' ) 2' -6' 5' -6' "D" 35" X 62 "(X) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 03- 0611.02 ZONE 4: +59.4 -64.4 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS Li • • ••• • • • ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• NOT PART OF THIS PERMIT LEFT ELEVATION M.O.40" X 82" (1) 40" X 17 "(XO)(TOP) "HR 810" MID -RISE ALUMINUM HORIZONTAL ROLLER WINDOW- IMPACT N.O.A.: 02 -0719.07 ZONE 5: +59.4 -79.5 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" H.S.GLASS .090 SENTRY GLASS PLUS INTERLAYER. INTERIOR LITE: 3/16" H.S.GLASS (1) 40 " X 65" (BOTTOM) "PW -701" ALUMINUM PICTURE WINDOW -LMI N.O.A. : 03-1105.01 ZONE 5: +59.4 -79.5 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" H.S.GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER. INTERIOR LITE: 3/16" H.S.GLASS NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING: 1" X 4" X 1/8" X 40 "ALUMINUM TUBE MULLION BY PGT N.O.A. : 04-0528.04 "LI" 35" X 62" "PW -701" ALUMINUM PICTURE WINDOW -LMI N.O.A. : 03-1105.01 ZONE 5: +59.4 -79.5 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" H.S.GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB 1NTERLAYER. INTERIOR LITE: 3/16" H.S.GLASS "Kl" 38 -1/2" X 62 "(XX) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 03-0611.02 ZONE 5: +59.4 -79.5 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER INTERIOR LITE: 3/16" H.S. GLASS 1 "X4 "X118 "X37 -12" ALUMINUM TUBE MULLION BY POT 34" X 56- 1/2 "(X) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 03-0611.02 ZONE 4: +59.4 -64.4 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS 38 -1/2" X 62 "(XX) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 03-0611.02 ZONE 4: +59.4 -64.4 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS M.O. 37 -1/2" X 79 -3/4" (1) 37 -1/2" X 63" (XX)(TOP) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 03-0611.02 ZONE 5: +59.4 -79.5 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 3/16" H.S. GLASS (1) 37 -1/2 " X 16 -3/4" (BOTTOM) "PW -701" ALUMINUM PICTURE WINDOW -LMI N.O.A. : 03-1105.01 ZONE 5: +59.4 -79.5 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER. INTERIOR LITE: 3/16" H.S.GLASS NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING: 1" X 4" X 1/8 "X 37 -1/2" ALUMINUM TUBE MULLION BY PGT. N.O.A.: 04 -0528.04. REVISION: a. a O DATE: 02/23/06 SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB #: 465 6 of 6 • ... • • • ... • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ... • ••• .. • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • .. • • • .. ••• .. • • • • • • • • .. • • • • • ••• .. JOB NAME RESIDENCE 540 NE 96TH ST MIAMI SHORES , FLORIDA LEFT PORTE COCHERE NOT PART OF THIS PERMIT FRONT FOYER NOT PART / OF THIS PERMIT DINING • • ... • • • ... .. .. • • • .. .. • • • • • • • • • • • • • • ... • • • • • • • • • • • • • ... • • • • 000 • ••• • • • . . • • • • .. • • • • • • • • • • • • • • . . • . • • • • • REAR .... .... • .... • . .. • • • .. ... .. • • • • • • .. .. • • • • • ... .. PANTRY 62' -11' NOT PART OF THIS PERMIT CL HALL LIVING NOT PART OF THIS PERMIT TERRACE ❑ ❑ ❑ u ❑ BREAKFAST CL CL SERVICE FAMILY ROOM CL STUDY BATH FIRST FLOOR NOTE: MEAN ROOF HEIGHT : 22' -2" ROOF TYPE : 3 :12 RIGHT REVISION: 1 DATE: 02/23/06 SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB #: 465 1 of 6 / 62' -11' / • • • • • • • ▪ " ' REAR • • • ••.• • • • • • ••• ••• •••• • • • • • • Li' P I LEFT FRONT BEDROOM BATH • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• •••• • • • W/C • •• ••• •• • • • •• • • • ••••••• • • HALL NOT PART OF THIS PERMIT LAUNDRY CL BEDROOM ❑ ❑ ❑ ❑ BEDROOM NOTE: MEAN ROOF HEIGHT : 22' -2" ROOF TYPE : 3 :12 SECOND FLOO RIGHT REVISION: 1 DATE: 02/23/06 SCALE: 3/16" = 1' DWG. BY: M.R JOB it: 465 2 of 6 J • • ••• •• •. • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • " 39" X•62 "(X) • • • SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A.:03- 0611.02 ZO .S: '99.4 -79.5. • • . • • • • GL AZING:•7 /164 LAMINATED IMPIC: RESISTANT GLASS : : • QCTER:041 -1 E:'3/16" 4N1q.G;,AIS • 9.090 SOL4TI'IA OR DUPONT PV9INNERLAYER INTERIOR LITE: 3/16" H.S. GLASS • ••• NOTE 1: WINDOW FRAMES/MULLION ANCHOR OWTc»M,1 N STRUCK/RE SHAILI.BE I SITUCT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -II TI P11bDQC12 C IROIS NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIF':EDWI H O1E CONTROCN.OA. DESIGN PRESSURES. AND SIZE ARE PART OF ERIS PfiRMIT. ALLCrI VERrOPIRINGSIARE NOT PART OFMIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUC URE(I.E: BEAMS,COLUM NS,FRAM I N0.ETC) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR (SECOND FLOOR EGRESS WINDOWS SHALL NOT HAVE A SILL. HEIGHT LESS THAN 36" ABOVE THE FINISHED FLOOR). /LE 5'-6' NOT PART "B" M.O. 42-3/4" X 78 -3/4" OF THIS PERMIT (1) 42-3/4" X 63" (XX)(TOP) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 03-0611.02 ZONE 4: +59.4 -64.4 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS (1) 42 -3/4 " X 15 -3/4" (BOTTOM) "PW-701" ALUMINUM PICTURE WINDOW -LMI N.O.A. : 03-1105.01 ZONE 4: +59.4 -64.4 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 DUPONT BUTACI I E OR SAFLEX KEEPSAFE MAXIMUM PVB ThflERLAYER INTERIOR LITE: 3/16" H.S.GLASS NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING: 1" X 4" X 1/8 "X 42 -3/4" ALUMINUM TUBE MULLION BY POT. N.O.A.: 04- 0528.04. "L" 35 " X 62" "PW- 701" ALUMINUM PICTURE WINDOW -LMI N.O.A. : 03-1105.01 ZONE 4: +59.4 -64.4 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 DUPONT BUTACI It OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER. INTERIOR LITE: 3/16" H.S.GLASS "Fl" 35" X 41 "(X) SERIES 0- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 03-0611.02 ZONE 5: +59.4 -79.5 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 3/16" H.S. GLASS El El El 0 0 0 1" X 4" X 1/8" X 42 -3/4" NOT PART ALUMINUM TUBE MULLION OF THIS PERMIT BY POT FRONT II! All I NI 17C "C" M.O.60" X 94" (1) 60" X 17 "(OX)(TOP) "HR 810" MID -RISE ALUMINUM HORIZONTAL ROLLER WINDOW - IMPACT N.O.A.: 02- 0719.07 ZONE 4: +59.4 -64.4 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" H.S.GLASS .090 SENTRY GLASS PLUS INTERLAYER INTERIOR LITE: 3/16" H.S.OLASS (2) 30 " X 77" (BOTTOM) "PW-701" ALUMINUM PICTURE WINDOW -LMI N.O.A. : 03-1105.01 ZONE 4: +59.4 -64.4 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 DUPONT BUTACI'1'E OR SAFLEX KEEPSAFE MAXIMUM PVB IIVTERLAYER INTERIOR LITE: 3/16" H.S.GLASS NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING: 1" X 4" X 1/8" ALUMINUM TUBE MULLIONS BY PGT N.O.A. : 04-0528.04 ( REFER TO ELEVATION FOR PLACEMENTS & LENGTHS OF MULLIONS) ELEVATION 0 x 5'-6• ) 1 "X4 " X1/8"X42 -3/4 ALUMINUM TUBE MULLION BY PGT 2' -6' x 1 "X4 "X1/8 "X77" ALUMINUM TUBE MULLION BY POT "Cl" M.0.60" X 94" (1)60" X 17 "(OX)(TOP) "HR 810" MID -RISE ALUMINUM HORIZONTAL ROLLER WINDOW- IMPACT N.O.A.: 02- 0719.07 ZONE 5: +59.4 -79.5 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" H.S.GLASS .090 SENTRY GLASS PLUS INTERLAYER INTERIOR LITE: 3/16" H.S.GLASS I" X 4" X 1/8" X 60" ALUMINUM TUBE MULLION BY POT 0 x (2) 30 " X 77" (BOTTOM) "PW -701" ALUMINUM PICTURE WINDOW -LMI N.O.A. : 03-1105.01 ZONE 5: +59.4 -79.5 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" H.S.GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER INTERIOR LITE: 3/16" H.S.GLASS NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING: 1" X 4" X 1/8" ALUMINUM TUBE MULLIONS BY PGT N.O.A. : 040528.04 ( REFER TO ELEVATION FOR PLACEMENTS & LENGTHS OF MULLIONS) "D" 35" X 62 "(X) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 03-0611.02 ZONE 4: +59.4 -64.4 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS REVISION: 1 1 DATE: 02/23/06 SCALE: 3/16" 1' DWG. BY: M.R.Z. JOB #: 465 3 of 6 1 (U N 2' -6' • • ••• • • • • •. •• •• • • • • .. •. • AI NOTE 1: WINDOW FRAMES/MIJLLIOL ANCHORM"E•TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICEUI'AtL"EPFJ - REFtRTO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ASS PART (PF THIS PERMIT ALL4LTHER OPENINGS ARE NOT PART OF THIS PERMIT. • • • • • • • • • • • • •• • • • • • • • •• NOTE 3 : THE MAIN WIND I SISTAICCS`SST1M OPTI E CTURE(LE: BEAMS,COLUMNS,FRAMING,ETC) SHALL BE DESIGNED T•WITHSTAND TIC LOADS POW BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR (SECOND FLOOR E(jRLSSSWI VTD"S .L 101' IierV'E A SILL HEIGHT LESS THAN 36" ABOVE THE FINISHED FLOOR). • • • • • • • • • • • • • • • / 5' -6' a x • • ••• •• ❑ x "C1" M.0.60" X 94" (1) 60" X 17 "(OX)(TOP) "HR 810" MID -RISE ALUMINUM HORIZONTAL ROLLER WINDOW- IMPACT N.O.A.: 02 -0719.07 ZONE 5: +59.4 -79.5 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" H.S.GLASS .090 SENTRY GLASS PLUS INTERLAYER. INTERIOR LITE: 3/16" H.S.GLASS (2) 30 " X 77" (BOTTOM) "PW -701" ALUMINUM PICTURE WINDOW -LMI N.O.A. : 03- 1105.01 ZONE 5: +59.4 -79.5 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" H.S.GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER. INTERIOR LITE: 3/16" H.S.GLASS NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING: 1" X 4" X 1/8" ALUMINUM TUBE MULLIONS BY PGT N.O.A. : 04- 0528.04 ( REFER TO ELEVATION FOR PLACEMENTS & LENGTHS OF MULLIONS) "E" 35" X 47 "(X) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 03- 0611.02 ZONE 4: +59.4 -64.4 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS 1 "X4 "X I/8 "X60" ALUMINUM TUBE MULLION BY POT I" X 4" X I/8" X77" ALUMINUM TUBE MULLION BY PGT 5' -6' / RIGHT ELEVATION 5' -6' "C" M.O.60" X 94" (1)60" X 17 "(OX)(TOP) "HR 810" MID -RISE ALUMINUM HORIZONTAL ROLLER WINDOW- IMPACT N.O.A.: 02 -0719.07 ZONE 4: +59.4 -64.4 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" H.S.GLASS .090 SENTRY GLASS PLUS INTERLAYER. INTERIOR LITE: 3/16" H.S.GLASS (2) 30 " X 77" (BOTTOM) "PW -701" ALUMINUM PICTURE WINDOW -LMI N.O.A. : 03- 1105.01 ZONE 4: +59.4 -64.4 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER. INTERIOR LITE: 3/16" H.S.GLASS NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING: 1" X 4" X 1/8" ALUMINUM TUBE MULLIONS BY PGT N.O.A. : 04 -0528.04 ( REFER TO ELEVATION FOR PLACEMENTS & LENGTHS OF MULLIONS) "D" 35" X 62 "(X) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 03- 0611.02 ZONE 4: +59.4 -64.4 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS REVISION: J 8 I DATE: 02/23/06 SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB #: 465 4 of 6 N 1" X 4" X 1/8" X65" ALUMINUM TUBE MULLION BY PCT • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• NOTE 1: WINDOW FRAMES/MULLION ANCHQR$ E TQ S:141, BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OFA(:CI TMIE -REI :O:PRODUCr 10111 iOLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IU EN 'ARE D WITH THEIR PROD&CTS CtNTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSLEI�LOYhiE E ¢.E: SHALL BE DESIGNED TO WITHSTAND,Tfr.VAZ)S3OW B G4ZING. NO CALCULATIONS HAVE BEEN PERFO14MBD FO `iEAIFI THEM ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR (SECOND FLOOR EGRESS WINDOWS SHALL NOT HAVE A SILL HEIGHT LESSTHAN 36" ABOVE THE FINISHED FLOOR). 1" X 4" X 1/8" X 71 -1/2" ALUMINUM TUBE MULLION BY PCT NOT PART OF THIS PERMIT "H" M.O.71 -1R" X 82" (1) 71 -1/2" X 17 "(OX)(TOP) "HR 810" MID -RISE ALUMINUM HORIZONTAL ROLLER WINDOW- IMPACT N.O.A.: 02 -0719.07 ZONE 5: +59.4 -79.5 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" H.S.GLASS .090 SENTRY GLASS PLUS INTERLAYER. INTERIOR LITE: 3/16" H.S.GLASS (2) 35 -3/4 " X 65" (BOTTOM) "PW -701" ALUMINUM PICTURE WINDOW -LMI N.O.A. : 03- 1105.01 ZONE 5: +59.4 -79.5 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" H.S.GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER. INTERIOR LITE: 3/16" H.S.GLASS NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING: 1" X 4" X 1/8" ALUMINUM TUBE MULLIONS BY PGT N.O.A. : 04 -0528.04 ( REFER TO ELEVATION FOR PLACEMENTS & LENGTHS OF MULLIONS) NOT PART OF THIS PERMIT / • k "D" 35" X 62 "(X) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 03-0611.02 ZONE 4: +59.4 -64.4 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS 35" X 41 "(X) SERIES C- 740 ALUMINUM CASEMENT WINDOW - IMPACT N.O.A. : 03-0611.02 ZONE 4: +59.4 -64.4 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS NOT PART OF THIS PERMIT REAR ELEVATION "J" 42" X 40 "(XX) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 03- 0611.02 ZONE 5: +59.4 -79.5 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" MNGLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 3/16" H.S. GLASS "Dl" 35" X 62 "(X) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 03-0611.02 ZONE 5: +59.4 -79.5 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 3/16" H.S. GLASS "N" 27" X 42 "(X) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 03- 0611.02 ZONE 4: +59.4 -64.4 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS REVISION: .1 O U d l DATE: 02/23/06 SCALE: 3/16" =1' DWG. BY: M.RZ. JOB #: 465 5 of 6 (TYP) PRODUCT amplying with the Mel& Mddl.• Code Aahpta•ee N. Expiration Date NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 1 x STD. WALL MULLS MAT'L: 6063 -T6 Robert L. Clark, P.E. PE #39712 Structural 1 J 1 • 3 4 � g (TYP) •••• • • • • •••• • • • • •• • • • • • • • • • - • • • TO BE USED ONLY WITH PGT IeQjRIES PROQUCTS • • Raved By: Data: CAW By: Date: Revlsfona: •••• 1 • F.K. " 5/3/04 A • W NOTATION • • • • • • Drown By: P.J.P. Descrfptlon: PROFILES Title: 1070 TECHNOLOGY DRNE P.O. BOX 1529 NOKOMIS, Fl. 34275 NOKOMIS. FL 34274 Data: 4/28/00 " STD. WALL MULLV 7f : Series /Medal: MULLS •••• •• sage: S•••• !\TS 4 a 5 • • - • •• • • • • • • •• • •• •• • Oro n416d - •..6.20 -4• • • • • •• • AeJ • _Opening_ Width Horizontal Mull F Opening Width L Length Mull Length Multiple Mulled Units Opening • Width Mull Length • • • • •• • PRODUCrREv , se Bidding Cade be Jbilde Aeceptutte ,e 620.o+ £$trig.. Date ••• • NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 1. diA°7 Robert L Clark. P.E. PE #39712 Structural • ® TO BE USED ONLY WITH PGT INDUSTRIES PRO!UCTS Date: INDUSTRIES Revsd eY F.K. Dote: 5/3/04 Drown Etr P.J.P. 1070 TECHNOLOGY ORIVE P.O. BOX 1529 NOKOMIS, FL 24275 NOKOMIS, FL J4274 Chkd Cr Dote: 4 /28/00 Revisions: A •'We NOTATION • • • • •••• •• PRESSURE CHARTS •••••• •• • • • • •• • Wise 1" STD. WALL MULCRY/r: • • • • Senes/MOda1: MULLS saae: FITS Sheet Sof5 •-. • • • • •• • Drawilb l+ . • • •..•6620 •r Ref • A• •- • ry • • • • MULL LENGTH IN INC 63 35 30 1 27 24 23 . 22 21 20 20 20 66 30 26 1 23 21 19 18 18 17 17 17 72 23 20 j 17 16 - - - - 76 20 17 15 - - - ' 78 18 15 - - - - - - - - 84 - - - - - - - - - - 90 - - - - - - - - - 96 - - - - - - - - - 108 - - - - - - - - - - 111 - - - - - - - - - - 144 - - - - - - - - - - f 1x4x.125 4 Anchors OPENING WIDTH IN INCHES 50 60 70 8 0 90 100 110 120 130 160 MULL LENGTH IN INCHES 0 42 170 170 I 170 170 170 170 170 170 170 170 48 170 170 i 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 50.625 170 170 1 54 170 170 I 170 170 162 158 157 157 157 157 60 170 170 157 143 134 127 124 122 122 122 63 170 160 141 128 119 112 108 106 106 106 66 170 145 127 115 106 100 96 93 92 92 72 142 120 105 95 87 81 77 74 72 71 76 120 102 90 81 74 69 65 63 61 59 78 111 94 83 74 68 63 60 57 55 53 84 88 75 65 59 53 49 46 44 42 40 90 72 60 53 47 43 39 37 35 33 31 96 59 50 43 38 35 32 30 28 27 24 108 41 35 30 27 24 22 20 19 18 16 111 38 32 28 24 22 20 19 17 16 - 144 17 - - - - - - - _Opening_ Width Horizontal Mull F Opening Width L Length Mull Length Multiple Mulled Units Opening • Width Mull Length • • • • •• • PRODUCrREv , se Bidding Cade be Jbilde Aeceptutte ,e 620.o+ £$trig.. Date ••• • 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 SHEET 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 1. diA°7 Robert L Clark. P.E. PE #39712 Structural • ® TO BE USED ONLY WITH PGT INDUSTRIES PRO!UCTS Date: INDUSTRIES Revsd eY F.K. Dote: 5/3/04 Drown Etr P.J.P. 1070 TECHNOLOGY ORIVE P.O. BOX 1529 NOKOMIS, FL 24275 NOKOMIS, FL J4274 Chkd Cr Dote: 4 /28/00 Revisions: A •'We NOTATION • • • • •••• •• PRESSURE CHARTS •••••• •• • • • • •• • Wise 1" STD. WALL MULCRY/r: • • • • Senes/MOda1: MULLS saae: FITS Sheet Sof5 •-. • • • • •• • Drawilb l+ . • • •..•6620 •r Ref • A• •- • ry • • • • L W =W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR W 1 +W2 MULL LENGTH = H ANCHORS: TYPE'B ; 'C• OR b' 80TH END NOTFS; 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3 AND 5 ® 2. WINDOWS MAY BE MULLED TOGETHER, TO A MAX. OF 7 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT & NON — IMPACT 4. REFERENCE TEST REPORT F7L -2902, 2903 AND 2975 I GLAZING H, PRODUCT TYP. MULLION GLAZING PRODUCT HT H • H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR HI +H2 MULL LENGTH = W BOTH ENDS Robert L. Clark, P.E. PE 939712 Structural W2H W • W1 +W2 H - H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 I.41) MAX OPENING = H OR HI +H2 MULL LENGTH = W OR WI +W2 M2) MAX OPENING = W OR WI +W2 MULL LENGTH = H1 W3 W W — W 1 +W2 +W3 H r HI +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3) MAX OPENING = H OR Hi +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 • • • • • •• • • PRODUCTRINTSED sicestabeasuitli Flom. Midi% Gale Ampoule. na Date 04 op TO BE USED ONLY WITH PGT IN 'L S PRODUCTS • FA INDUSTRIES Revsd By: Date: F.K. 5/3/04 Dare By: P.J.P. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. FL 34275 NOKOMIS. FL 34274 Chkd By: Dote: Date: 4/28/00 S.r+.e /coder. MULLS • Revisions: A — 0.30•IVOTAT10N • • • •••• ••• • ••• • Description: ARRANGEMENT DETAIL..•..• •• • • •• •• • • nu. 1" STD. WALL MULL IbN: • • • • ••••• NT' •••• • Rev. • Sheet: • 1 0 5 ♦•• Dra.1n% No. • • !Sl920 - 1 • I Dad red.tl Ykkt•t• • • • • • • • • • • v / GLAZING GLAZING PRODUCT PRODUCT WI- W2 IN L W =W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR W 1 +W2 MULL LENGTH = H ANCHORS: TYPE'B ; 'C• OR b' 80TH END NOTFS; 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3 AND 5 ® 2. WINDOWS MAY BE MULLED TOGETHER, TO A MAX. OF 7 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT & NON — IMPACT 4. REFERENCE TEST REPORT F7L -2902, 2903 AND 2975 I GLAZING H, PRODUCT TYP. MULLION GLAZING PRODUCT HT H • H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR HI +H2 MULL LENGTH = W BOTH ENDS Robert L. Clark, P.E. PE 939712 Structural W2H W • W1 +W2 H - H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 I.41) MAX OPENING = H OR HI +H2 MULL LENGTH = W OR WI +W2 M2) MAX OPENING = W OR WI +W2 MULL LENGTH = H1 W3 W W — W 1 +W2 +W3 H r HI +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3) MAX OPENING = H OR Hi +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 • • • • • •• • • PRODUCTRINTSED sicestabeasuitli Flom. Midi% Gale Ampoule. na Date 04 op TO BE USED ONLY WITH PGT IN 'L S PRODUCTS • FA INDUSTRIES Revsd By: Date: F.K. 5/3/04 Dare By: P.J.P. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. FL 34275 NOKOMIS. FL 34274 Chkd By: Dote: Date: 4/28/00 S.r+.e /coder. MULLS • Revisions: A — 0.30•IVOTAT10N • • • •••• ••• • ••• • Description: ARRANGEMENT DETAIL..•..• •• • • •• •• • • nu. 1" STD. WALL MULL IbN: • • • • ••••• NT' •••• • Rev. • Sheet: • 1 0 5 ♦•• Dra.1n% No. • • !Sl920 - 1 • I Dad red.tl Ykkt•t• • • • • • • • • • • TYPICAL MULLION TO MULLION INSTALLATION TYPE A. MIN. MOD 217 (r/P BUCK 1 r 2' OR 4'1 13 MIN. 7YP CAL MULLION TO STRUCTURE WITH WOOD BUCK TYPE B" NOTE; 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. 0 112 SM.S (199/) ALL FASTENERS MUST BE DADE COUNTY APPROVED. SEE NOTE /I /12 F.H. &M.S. STAGGERED ON OPPOSITE SIDES (SO AS NOT 70 INTERFERE WITH EACH OTHER) SEE NOTE 11 /12 FOOD SCREW (799/) MW. 17 PENETRATION 1570 WOOD BUCK ALL FASTENERS MUST BE DADE COUNTY APPROVED. SEE NOTE IT • 2 k MIN. TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. TYPE "C" r 2" OR 4 TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC, TYPE "D" ., SEE NOTE /1 MIN. g' TAPCON (245/) `'. MW. 1} PENETRATION INR1 - CONCRETE OR BLOCK STRUCTURE ALL FASTENERS MUST BE DADE COUNTY APPROVED. SEE NOTE /1 • • • • • •• • •• /12 F.N. S.M.S. STAGGERED ON OPPOSITE SIDES (SO AS NOT 7D INTERFERE WITH EACH OTHER) SEE NOTE /1 MIN. 1}' TAPCON (2461) MIN. 1 PENETRATION INTO CONCRETE OR BLOCK STRUCTURE ALL FASTENERS MUST BE 0405 COUNTY .APPROVED. SEE NOTE /1 ••• • • • •••• • ••• • • • •• • • • • •• vnrvrn I yr wvt.nvrtJ rvn MVLL — IV — I.LIt" q InC DfiMC AS THE QUANTITY OF ANCHORS FROM CLIP —TO— 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 TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. as complying vat Ge PIM& Aecep N• O4 - 052844 E: pintya 1) dte447 /2B1A (9 By MI.EI Dade hodeet Control Divbioo obert L. Clark, P.E. PE #39712 Structural • •• TO BE USED ONLY WITH PGT IIyQ�jSjf�IES PROQUCTS • •_•• • • INDUSTRIES Roved By' F.K. Dote: 5 Drown By: P.J.P. 1070 TECHNOLOGY DRI1;5 P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS. FL 34274 CMG By: Dote: •••• • • 0ot0: 4/28/00 Revisions: A - AOD•NOTA770N • • • •• •• • • Description: • • • CLIP & INSTALLATIOA D TAIL ••.••• • 1)7107 1" STD. WALL MULL:b •: •• Sertes /Model• MULLS ScsTS: NiS Sheet? 2•'5 • Oroo g No. • ••5520 -2 :.. .M • Rev: •9 • • • IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. 0 0 14 MAX 1" MULL CLIP TWO (2) ANCHOR LOCATIONS EXTRUSION DWG 1 1099 MIN. FROM ENDS (TYP) r I — 1 4 MAX. L_ �- 8 MIN. L'A'--1 1" MULL CLIP FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG 1 1099 3f 4 8 —A '—�! 8 1" MULL CLIP W/TABS REMOVED TWO (2) ANCHOR LOCATIONS EXTRUSION DWG 1 1099 3 'A 8 MIN. FROM END (TYP) 1" MULL CLIP W /TABS REMOVED FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG 1 1099 ••• • • • • MIN. FROM END (TYP) CLIP LENGTH CHART FOR 1x MULL MULL SIZE 1 x 2 x 1 x 4 x A' 1f PRODUCT REVISED coasPlYin Balding Code the PktN• Reeeptscr No04.. 2 ,04 Expels Omit Dhtd• Medea coated NOTF; Robert L. park. P.E. 1. REFERENCE TEST REPORT FTL- 2902,2903 AND 2975 PE #39712 Structural ® TO BE USED ONLY WITH PGT I!'Q J 'IES PROL UCTS • _ • INDUSTRIES Revad By. Date: F.K. 5/5/04 Drown By: P.J.P. 1070 TECHNOLOGY DRNE P.O. BOX 1529 NOKOWS. FL J4275 NOKOMIS, FL 34274 Chkd by rote: Dote: 4/28/00 • • • • ••.• • • • •• • A ADD•I.QTATION • • • •••• •e • • ••• • • • • • •• • •• • • • •• • • DaxriOtion: • • • 1" MULLION CLIP ADM I14iR LdGA7 flue: 1" STD. WALL MULLLOA • • •••• Series /MOdek MULLS Seale: c NfJ • • sheet: . 5 Dro.•,9 No. • ••• 620 •• R sv: • tV• • • 8 #6 x .375 Ph. Pn. TEK S. SO S. STL 9 1094 Weep Housing NYLON 616 70250 10 1095 Weep Flap NYLON 6/6 70251 11 4002 Flange Frame Jamb 6063 -T5 612225 12 1155 -1 #8 x 1.000 Quad Pn. SMS S. Stl. S. STL 781PQX 13 4005 Fixed Meeting Rail 6063HS -T54 612228 14 1060 Wstp.,.187 x.230, fin seal 61060G 19 4105 Sash Top and Bottom Rail 6063 -T5 612240 20 1235 Wstp.,.170 x .270 back, fin seal 67S16G 22 1092 Roller Housing & Guide NYLON 6/6 70312 23 226 Brass Roller Wheels BRASS 7BRWHL2 24 4054 Sash Meeting Rail 6063HS -T54 64054 25 1096 Sweep Latch DIE -CAST 71096 26 1016 #8 x .625 Ph. Fl. SMS STL. 7858BB 27 4007 Sash Side Rail 6063 -T5 612230 28 4119 Wstp. Bulb w /closed cell foam Ultrafab 64120 30 985 Glazing Bead 7/16 Lami w /Grill Kit 6063 -T5 6985 31 4222A Glazing Bead 7/16 Lami 6063 -T5 64222 32 1224 Vinyl Bulb Weatherstrip "Thick" VINYL TP -247 34 1014 Screen Frame 3105 H14 61011 36 1013 Screen Comer Key Polypropylene 49103 37 1073 Screen Spring S. STL 78835 38 1278 Screen Pull Tab Elastometric PVC 70409 39 1008 Screen Spline Elastometric PVC 68535 40 Screen Cloth 61816 41 Silicon Adhesive - Dow 899, Dow 995 or Dow 983 42 Setting Block (3/32x25/64x1) 71622 43 Glass 7/16 Laminated (3/16 Heat Strengthened, .090 Sentry Glass Plus, 3/16 Heat Strengthened) 1.999" NOTE: 1. REFERENCE TEST REPORT: FTL -3259 .723" —III —.062" 0 WINDLOAD ADAPTER MAIL: 6063 —T6 DWG #4125 dia 1.451" —.062" NOM. 9 f O SASH STOP MAT'L: 6063 —T5 DWG #4025 //4 Robert L Clark. P.E. PE #39712 Structural .062" NOM. 11 FRAME JAMB MAT'L: 6063 —T5 DWG #4002 2.784" FAT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Raved Ry: Raved Syr F.K. Revsd ey. /ev:e §y F.K. Orrin 1i., F.K. 2.074" 0 FRAME SILL ADAPT. MAT'L: 6063 —T5 DWG #4104 Dote: Oster 10/23/02 Date: 9 15/07 e: 7/30/02 Date: 4/22/02 Senea /ModeC Scale: NTS • Revisions* • • •• • Revisions: •,• C — CdPitt :ICM 7 ReR —FX� �TBvisona: • I OCK • • • Revisions: .••• REMOVC SM MISSILE •••tr Sheet: or• •• • •••• • • •••• • • ••• • • APP .4 fnn;:l7;ag with the • b F OW' tg od NO Nis ct Dade Product •• - elf • • • • ••• • _•• DescripOon: PARTS LIST & E SIGN PF�UFILES • • Trt e: • • MID -RISE, ALUM; KO'IZONTAE• ROLLL°R•11 Rer. • HR -810 •e•:. Dm.iny i'fi • • • .41 -� .• - -.062" NOM. O FRAME HEAD MAT'L: 6063 —T5 DWG #4102 1.363" 2.594" 1.187 "� 2.710" .062" NOM. 4O FRAME SILL MAT'L: 6063 —T5 DWG #4103A • u .062" NOM.--- 3.159" TRIM TO FIT 3.500" 0 3.50" SILL ADD ON MATL: 6063 —T5 DWG #4361 NOM. J I 13 FIXED MEET. RAIL MATL: 6063HS —T54 DWG #4005 NOM. 'f_J SASH TOP & BOTT. RAIL MATL: 6063 —T5 DWG #4105 (4) EA. JAMB (4) EA. TOP & BOTTOM RAIL SASH CORNER CONSTRUCTION (2) EA. HEAD & SILL FRAME CORNER & MEETING RAIL CONSTRUCTION NOTE: 1. REFERENCE TEST REPORT: F7L -3259 /44 /4 Robert L Clark, P.E. PE #39712 Structure! .050" NOM. .062" NOM. 1.979" 27 SASH SIDE RAIL MATL: 6063 —T5 DWG #4007 NOM. 31 7/16 LAMI BEAD MATL: 6063 —T5 DWG #4222AA INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Remi By: .050 "� Dote: 7/16 LAMI BEAD W /GRILL KIT MATT 6063 —T5 DWG #985 • Revision} • •• 24 SASH MEET. RAIL MATL: 6063HS —T54 DWG #4006C • .062" NOM. V LJ ••• • • •••• • .App ••• • • pr e+at complying rich the •F'�prid.' nit od •••••• • Date e . . 1 NOK/ �F..�'i 1L Ril Miami Dade Product ....T.. • • • • �•� ••• , Revd By: Dote: Ravision F.K. 10/23/02 C — NC f t A� r H f S SHT Raved By. Dote: Revisiony Raved K, '15/02 —ADO CORD CONST Dote: Revisions: • • F.K. 7/30/02 REMOVE J JffSS /LE Dram By Date: F.K. 4/22/02 EX TRUSION PROFTES" � COIV 7t\7UED Title: • MID -RISE, ALUIv IS O IZOIfiPlt• •• Serbs /MOde1: Sco!e: She t • Dro.inq•P•.• • • Rev: • HR - 810 NTS 4 • ..5. • . 0J 1 — 1 . a �• : • •• • • • • • • 1/4" TAPCON W/ #12 HD (SEE NOTE 1) 1/4" TAPCON W/ #12 HD (SEE NOTE 1) TYPICAL HEAD SECTION SUBSTRATE ANCHORING TYPICAL SILL SECTION SUBSTRATE ANCHORING 1/4" MAX.] SHIM 1/4" MIN. 1/4" MAX. SHIM APPROVED 2x WOOD BUCK TYPICAL HEAD SECTION WOOD ANCHORING #12 WOOD SCREW TYPICAL SILL SECTION WOOD ANCHORING 1/4" MAX.J SHIM #12 WOOD SCREW MIN. EMBEDMENT 1/4" TAPCON W/ #12 HD (SEE NOTE 1) 1/4" MAX. SHIM /0/ Robert L. Clerk. P.E. PE #39712 Structural APPROVED WOOD BUCK TYPICAL JAMB SECTION SUBSTRATE ANCHORING NOTES: 1. USE ONLY MIAMI —DADE COUNTY APPROVED ELCO OR fTW TAPCONS. 2. REFERENCE TEST REPORT: FTL -3259 INDUSTRIES 1070 TECHNOLOGY ORME NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Rend By: F.K. Raved By: Rif.Shy: F.K. Deleon By: F.K. Rend Date: O.sMeflon: ANCHORAGE Sena /Model: HR -810 #12 WOOD SCREW bole: Recisions: 10/23/02 C — NC CA SHT Dote: Revisions 34 15/02 : R —FXP } RIOCK. MOD SCR Revisions: • • • • 7/30/02 REA4OWE SM MISSILE ot •••• 4 Scots. NTS APPROVED 2x WOOD BUCK • • Rec • • •• • TYPICAL JAMB SECTION . WOOD ANCHORING • • • .• .• •••• • • •••• **Wen. •• tA • • • en complying e i I$e• • • f•rids D• olt Dots NO/0 ii'.Sii/L:eriS Miami Dade t .R •e, • • . •� • By / % !.... • •• 0 • • • •• • 17Uc ' • MID —RISE, ALUM; HORIZONTA4• ROLL•ER••• Sheet: Dromng • Rev: • • ori7• •iii1-1 • • • ••• • • M I A M IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) (A)S-0(o — i LW MIAMI -DADE COUNTY, FLORIDA, 140 WL'S'I FrAGLEIi STRrET, SUrrIL 1503: • • • .Iv1IAMI,•FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 •••• • •• •• • • ••• • • • • • • • PGT 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 1 "x Std. Wall - Aluminum Tube Clipped Mullions APPROVAL DOCUMENT: Drawing No. 6620-1, titled " 1" STD. Wall Mullion Arrangement Detail ", sheets 1 through 5 of 5, prepared, signed and sealed by Robert L.Clark, P.E., dated 5/26/04, with revision "A" on 5/3/04, 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 ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02-0701.05 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 Theodore Berman, P.E. NOA No 04- 0528.04 Expiration Date: June 28, 2006 Approval Date: July 08, 2004 Page 1 PGT Industries • • ••• • • • ••• •. .• • • • • • •• •• • • • • ••• • • • • • • • • • • • • • • • • •.. • • • • ..• •• • ••• • •••• • •• • • • .. • •• NOTICE OF ACCEPTANCE: EVIDENCE SUB1LI>CT • TI�D • • • • ' • w • 1 Manufacturer's die drawings and sections. Drawing No 6620-1, Sheets 1 through 5 of 5, titled "1 Std. Nall Mullion Arrangement Detail ", prepared by manufacturer, dated 5/26/04, with revision "A" on 5/03/04, signed and sealed by Robert L. Clark, P.E. A. DRAWINGS E -1 • • • • •• • • .. ••• • 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. FTL - 2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 00- 0912.05" 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 4x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 00- 0912.05" 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 lx 2 x 3 /4" wall vertical mullion and a 2 x 6" x 1/4" 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. "Submitted under NOA# 00- 0912.05" 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# 00- 0912.05" Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 04- 0528.04 Expiration Date: June 28, 2006 Approval Date: July 08, 2004 PGT Industries •• • ••• • • • • • • • • • .. • • •• • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • • • • • • • • • • • • • • • • • • • •• • • ••• • •• D. QUALITY ASSURANCE • •.• • • • 1. Miami Dade Building Code Compliance Office (BCCO).. • • • : • • • : • • • • • • 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# 00- 0912.05" 2. Statement letter of no financial interest, dated March 16, 2001, signed and sealed by Robert L. Clark, P.E. "Submitted under NOA# 00- 0912.05" 3. Laboratory compliance letter for Test Reports No. FTL -2902, FTL -2903 and 1~ FL -2975, issued by Fenestration Testing Laboratory, Inc., dated January 30, 2001, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 00- 0912.05" G. OTHER 1. Letter from 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 04- 0528.04 Expiration Date: June 28, 2006 Approval Date: July 08, 2004 l O UrtNINli O (SEE SHT. 3) (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. HEIGHT (SEE SHTS. 3 & 4) nee. er F.K. A..e er. F.K bars: 3/17103 new 3/1203 Anse Br F.K Om. ar. F.K. 7/10/03 m Paw 12/17/02 VERTICAL SECTION OPERABLE UNIT (b°: A a..sa.: B : c 1� er NO CHG 7141S SHEET ADD 13/16 GLAZING BEAD ITEM SHOW TOP HINGE nYi MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION FIXED UNIT 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34174 Pc �T Viribh Ben, W W w MAX. VENT a L DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X CA -740 NTS HORIZONTAL SECTION - )0( • • • • • • • • • ••.• • • •.•. SE CT IO NS • ALUMINUM CASEMENT WINDOW, IMPACT Us. e..... 9 12 7145-8 • C PRODUCT REVISED at complying with tho Florida Bidding Code Acceptance No E3 • 'radon Dote • • • • • • • • • • • • • • • . ••40 //o /o3 •:••• • • • • • • •• • • *was A. Ttonoc. P.E. • PE 058201 • • •• • Mod:on:cal 0 ir iiii iiii --I s0 MAX. WIDTH (SEE HT. 3) REFERENCE °XX° FRAME ASSEMBLY DETAIL. SHEET 10 4 L y O J • • • • • •• • • • •••• •••• • • • • • • • ar. FIG ra..a er FK "XO" & °XOX" FRAME ASSEMBLY DETAIL 3717103 32903 maw 7/10/03 w° 12/17/02 FRAME HEAD OR SILL A e C u•444 Or #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL REVISED FRAME ASSY DETAIL SCREW SPACING NO CHANGE THIS SHEET NO CHANGE THIS SHEET raga 1070 TECHNOLOGY DRIVE NOKOMAIS. FL 34275 P.O. BOX 1528 NOKOMIS. FL 34274 PST ✓/sib& Berter 1.159" 2.139" O SASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A CA -740 3.544" .062" NOM. 1 --- 2.784" • • • • • 0 FIXED FRAME HEAD, SILL, MATL: 6063 -T6 DWG# 7005A NTS1 10 d 12 • •• •• • • a..•mma EXTRUSIONS & ASSEMBLY DETAILS • • ALUMINUM CASEMENT WINDOW, T na+r 7545 -8 • • • • C PRODUCT REVISED O4 eoaplyie with the Florida B"idioe Code Accrptoote No E. ration Dote By Min Div ton • • • • •••• • • ••• • • • •• • •• • • • • •• • ,.aces A. Turner. P.E PE 058201 • Mmiwnicai •• `�• �� • i • • • •.7 /0/ '1; •• • • • • FRAME ASSEMBLY TUBE, MATL: 6063 -T6 FRAME JAMB "XX" FRAME ASSEMBLY DETAIL #12x1 PH TEK SMS 13" MAX. O.C. WI (2) SCREWS 3" APART AT MID-SPAN "0" FRAME JAMB #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH ht(AMt I OP OR BOTTOM RAIL 2.784" MATL: 6063 -T6 DWG# 7002A .434" 2.854° .062° NOM. • • • • • •• • FRAME HEAD, SILL, JAMB • • •••• •••• • • • • • • 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 30 31 32 33 40 41 43 44 45 46 50 51 52 53 54 55 67 68 69 70 •71 72 7024 7026 7014 1157 7013 7015 7028 7027 7030 7031 7032 7033 7022 7023 7036 7042 1224 1634 7006 7040 1635 331 7004A 7011 7012 7019 7018 78X78PPSMS 7858ZA 710xI2FP 6TP247 6163K 61635K 60976 78x I2PSTW/B 67004 712XIPPT 711573 7FLDHD MAXIM MULTI -POINT LOCK LOCK SUPPORT PLATE 010-24 X .562 PH. PN. TYPE F MULTI -LOCK KEEPER (R.H. & L.H.) #8 X .875 PH. PN. SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE 08 -32 X .375 PH. PN. TYPE B STUD BRACKET (LH. & R.H.) 48 X 5/8" FLT. PHL SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 12" HINGE (HEAVY DUTY) #10XSOO PH. PHL 5/16' LAMINATED (1 /8A & 1 /8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 5/16' LAMINATED (I/8HS & 1 /8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16' LAMINATED (3/I6A & 3 /16HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB • 7/16' LAMINATED (3/16HS & 3/1611S GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB GLAZING BEAD (5/16 ") GLAZING BEAD (7/16") VINYL BULB WSTP (THICK) SILICONE - DOW CORNING 899 OR 995 PARABOND SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE - SERRATED CASEMENT SCREEN CLIP 48 X .500 SQ. PN. TEK SMS CASEMENT FRAME ASSY. TUBE 412 X I" PH. PHIL. TEK. LOCK SUPPORT PLATE LOCK SPACER SNAP -ON T- HANDLE KNOB FOLDING HANDLE NO GIG THIS SHEET ADD 13/16" I.G. GLASS 6 GLAZING BEAD R wad 97 F.K R4.atl F.K. 3/17/03 32503 R4rte.[ A R./ oR 8 O P.n.s Rewd O.w: F.K 7/10103 F.K. 12/17/02 NO CHANGE THIS SHEET Daaw 1070 TECHNOLOGY ORME NOKOMIS. FL 34175 P.O. BOX 1519 NOKOMIS. FL 34274 .523 "� r - .050° — .865° 0 7/16° GLAZIBEAD MAIL: 6063 -T6 DWG# 7042 .040' 1.000° _1 .423" �+ — 50 CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 PST Visibly &rrn PARTS LIST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS I---- .569" 85 13/16' GLAZING BEAD MATL: 6063 -T6 DWG# 7047 .125° .062" 11 ° 12 CASEMENT TAME.. ASSEMBLY CUB@ • MATL: 60631t • DWG#70eA1A : •••• • • •••• 7(05 -8 • i PRODUCT REVISED os complying with toe Florida Raiding Code Acceptors- No E .I/4'14oDot / AP, 4/ By U /. Mlam1 1 .• r Plodor1 •4i • • • • ••• • • • •• • • • • • • • •• • • C • • • • — i ce• • • • ( ••• • • Sums A Tumor. P.E PE 958201 • • • • Mechanical • • •• • 8 7009 SASH CORNER KEY 86 13/16" I.G. GLASS (1/8'HS,3/8 "A1R SPACE,5 /16"LAMI) 5/16" LAMI (2 L1TES OF 1 /8 "HS GLASS WIf l AN .090 INNER LAYER - SOLUTIA OR DUPONT PVB .706° .865° .050' 0 5/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7036 -- f .172° .870" .050° • • • • • •• • 993" .289" .040" INSTALLATION HOLE COVER MAIL: 6063 -T6 DWG# 7007 • • •••• •••• • • • • • • 4.0.0K F.N. 4.'47 F.K Iten4 5r F.K 0...ar F.K. 1 114" MAX. SHIM 3/16° OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTES: 3/17/03 12 T7/77/D2 A n..sa.' B P.w: 32503 o.. 7/10/03 9199e % 1 1/4° MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE ADDED 414 SCREW OPTION NO CHANGE THIS SHEET NO CHANGE THIS SHEET Oat: AN 1 1 1/4" MAX. SHIM 3/16" OR 1/4° TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1070 TECIINOLOGYDRIVE NOKOMIS. FL 34275 P.O. BOX 149 NOKOMIS. FL 34274 FUT l isibty Better NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE • • • • • •• • 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2' OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. •••• 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE • • ENGINEERED BY OTHERS. 0 •• .• ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOM: IMPACT C..740 Sclow NTS 12 12 •••• a°-o 1045-8 • • • • C • • Mia • •1S PRODUCT REVISED n complying with the Florida Bolding Cade Acceptance No !Minn Date • ••• • • • de Ptwd•et Cwful ••• a • • IA IP 114 • •• • 7;= • • _ • • • •• • •••• ••••; 71G ... • • • • E • • • awns A. Tumatd'.• • • • • • PE 458201 • • • • Mechanical• • 1 1/2" MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK /2° OR MORE THICK I mam. tau inall amnia. 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS TH /2" THICK 1 112" 1_._ MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK •• • •••• • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) s - 040 - r(t) ••••• • ••• • ••••• ••••••• •.••• • • • • • ••••••• •. • • • • • •. • MIAMI -DADE COUNTY, FLORIDA MBirRO -#1DE FL+AGL6R BUILDING .. 140 WEST' CLAG4.ER visE • • • lvgIl1MI, f L ORE:A 331301863 • (305) 375 -2901 FAX 305) 375 -2908 • • • - -- •• • • • • • • • • • • • • • • • • PGT Industries 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 -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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW -701" Aluminum Picture Window -LMI APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14/03, with revision "A ", dated 12/15/03, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval 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 building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA 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 Theodore Berman, P.E. NOA No 03- 1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 Page PGT Industries ... • .. ... NOTICE OF ACCEPTANCE: EVIDENCE SUBM.VTtF{D; ; . • . ; ; ; ; ; • • A. DRAWINGS 1. Manufacturer's die drawings and sections. B. TESTS D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 • • • .. • • • • .• .• • • • •. • • • • • • • • • • • • ••• • • • • • • • • • • • •.. • • • • • • • • •• .. ..• • • • • • • • .. • • • • • • • • • • • • • • • • • • 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact', '§heests'1 though low. • • 10, prepared by manufacturer, dated 7/14/03, with revision "A" dated 12/15/03, signed and sealed by Robert L. Clark, P.E. 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3835, dated 07/18/03, signed and sealed by Joseph Chan, P.E. 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 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3850, dated 07/31/03, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300 -98, and structural analysis, prepared by manufacturer, dated 10/31/03, signed and sealed by Robert L. Clark, P.E. E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 0828.15 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Material" dated 11/21/02, expiring on 12/11/05. 2. Notice of Acceptance No. 01- 0205.02issued to Solutia, Inc. for "Saflex / Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. - d 11/ dC —2n✓I2 " Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 PGT Industries • • ... • • • ••. . • •. • • • •. .• • • • • • • • • • • •• • • • • • • • • • • • • • • • 000 • • • • 0 00 . ... • • • •• ... •• ••• NOTICE OF ACCEPTANCE: EVIDENCE SUBMI 1EYS • • • • • •' • ' • • • . • ••.• • • • • • F. STATEMENTS 1. Laboratory compliance letter for Test Report no. FTL- 3835,.itsucd jy. • • ; • Fenestration Testing Laboratory, Inc., dated 08/25/03, signed 'ard:sealidb}i •' • Joseph Chan, P.E. •• • • • • • 2. Laboratory compliance letter for Test Report no. FTL -3850, issued by Fenestration Testing Laboratory, Inc., dated 08/21/03, signed and sealed by Joseph Chan, P.E. G. OTHER 1. 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- 1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 ••• •. •• • • • • • ••• • • 3. FLANGED UNIT ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: (SEE SHEET 10, DETAILS C, D & E) HEAD & SILL: MAX. 8 1/2" FROM CORNERS MAX. 11" O.C. JAMBS: ® MAX. 8 1/2" FROM CORNERS MAX. 11" O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 4. INTEGRAL FIN UNIT ANCHORAGE WITH NAILS: SINGLE ROW OF .130 DIA. x 2 1/2" LG. NAILS AS FOLLOWS: (SEE SHEET 10, DETAIL A) HEAD & SILL: AT EACH CORNER MAX. 5° O.C. JAMBS: AT EACH CORNER MAX. 5" O.C. 5. INTEGRAL FIN UNIT ANCHORAGE WITH #12 SCREWS: SINGLE RC:^/ OF SCREWS AS FOLLOWS: (SEE SHEET 10, DETAIL B) HEAD & SILL: MAX. 81/2" FROM CORNERS MAX. 11" O.C. JAMBS: 0 MAX. 81/2" FROM CORNERS MAX. 11" O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 6. SHUTTER REQUIREMENT: NONE REQUIRED 7. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF TrIE FRAME. 8. REFERENCE TEST REPORTS: FTL -3835 & FTL -3850 Naw Br F.K. Dow Br F.K. REDUCE ANCHOR SPACING lisoidanw Na .4 Chd ad Br w >' bow 12/15/03 Oslo: 7/14/03 10707EChNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 P ct Visibly Better PW -701 NTS 1 + 10 • • • • • •• • • •••• • • •••• OsaipUm NOTES & TABLE OF CONTENTS •• ' • •••••• ALUMINUM PICTURE WINDOW, IMPAOT • B" .0 1159 - 4 • A •••• • •• • • • • • •. • •• • • . //• •••• / /u1 • • • • • • • • / 6 • o n #39712 •••• S ''' • • LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. utJlury r1<tbbuKC.6 rlrvrvtu SECTIONS, FLANGED CORNER ASS'Y, FLANGED SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN 8 EXTRUSION PROFILES 9 PARTS LIST ANCHORAGE • • • •• • 9 1 & 10 •••• • • • 0 7 7 • Rena Br Rower Iht F.K. m«er F.K. 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) ar: b.°: a- a..a.a e a. 12/1&A3 Dow 7/14/03 NO CHANGE THIS SHEET R 11/16" NOM GLASS BITE 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS. FL 34274 OUTSIDE Visibly Better PW.701 NTS Sheet 2 > 10 11/16" NOM GLASS BITE • • • • • •• • 1 1/16" LAMI I.G. GLAZING DETA1r: •' FLANGED OR INTEGRAL FIN FRXJVIV (INTEGRAL FIN FRAME SHOWN).. GLAZING DETAILS ALUMINUM PICTURE WINDOW, 1MPACi" • c.�+o I/ 43.59 -4 • A Apgri d.esIVIN.Me p� • IL:11 NOA• ira>llP S•7 ••• • • • ••• • • • • • •. • • • • 0? :11 L CWkP • • • • • • a//0 • • • / • • • • ••. • • 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16° HEAT STRENGTHENED GLASS 3/113" ANNEALED UR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16° HEAT STRENGTHENED GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS • • • •• • •••• • • • • NOTE: FOR ANCHORAGE INFORMATION SEE NOTE 3, SHEET 1 AND SHEET 10, DETAILS C, D & E. Road Br w+09r. wwd F.K F.K. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96' X 48" OR MAX. AREA = 25.13 SQ. FT. bm: 12/1503 o.r 7/14/73 Noislorog A Giow°"y 48" MAX. NO CHANGE THIS SHEET 0.c EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 96" MAX. 1070 TECHNOLOGYDRIVE NOKOMISS. 7L 30275 P.O. BOX 1529 NOKOMIS, R 30270 92 1/4" MAX. DLO RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. Pi GT Visibly Better ELLIPTICAL MAX. SIZE = 96" X 47° OR MAX. AREA = 31.99 S Q. FT. 44 1/4" MAX. DLO PW -701 NTS TRAPEZOTO • MAX. SIZE = 48" X 96" OR MAX. AREA = 313990LfT. •••• • • •••• FLANGED ELEVATIONS • • •• •• ALUMINUM PICTURE W INDOW, IMPAC? • • 3 + 10 yr °rm • 4249 -4 • y • •••• • ••• • • • •• • • • • •••• .• • • • • • • •• • • 9j1139712 • • • •i • • • HEXAGON MAX. SIZE = 60° BETWEEN FLATS OR MAX. AREA = 21.65 SQ. FT. FULL CIRCLE MAX. SIZE = 60" DIA. OR MAX. AREA = 19.63 SQ. FT. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. • • • •• • ARCH. MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. •••• • • • • Nmd Sr FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. O.t: m 12/15/03 m 7/14/73 N.. thedwd By EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. NOTE: FOR ANCHORAGE INFORMATION SEE NOTES 4 & 5, SHEET 1 AND SHEET 10, DETAILS A & B. NO CHANGE TH15 SHEET RECTANGLE MAX. SIZE = 48° X 96" OR MAX. AREA = 32.00 SQ. FT. 1070 TECHNOLOGY DRWE NOKG0 S, FL 34275 P. . BOX 1328 NOKOMIS. FL 34274 P ST Visibly Better ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. TRAPEZOID • MAX. SIZE = 4. Cle.• OR MAX. AREA = 34 €Q.FT. •••• • • •••• INTEGRAL FIN ELEVATIONS • • •• •. ALUMINUM PICTURE W /NDOW, IMVAtr i 4"r,"wt PW -701 NTS 4 d 10 "— .- • • 4259 -4 A • •• • • • ••• • • • • • • • • • 0 L CIek P. • •• �•••• • • . • • QE _ 91_= • structurol , HEXAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 21.65 SQ. FT. FULL CIRCLE MAX. SIZE = 60" DIA. OR MAX. AREA = 19.63 SQ. FT. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. • • • •• • ARCH. MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. •••• • • • • • 49.000 AREA SQ.FT. 54.500 60.000 65.500 71.000 76.500 82.000 87.500 93.000 96.000 NOTES A &C B &D A &C B &D AREA SQ.FT. A &C B &D AREA SQ.FT. A &C B &D AREA SQ.FT. A &C B &D AREA SQ.FT. A &C B &D AREA SQ.FT. A &C B &D AREA SQ.FT. A &C B &D AREA SQ.FT. A &C B &D AREA SQ.FT. A &C B &D AREA SQ.FT. 80.0 80.0 9.698 80.0 80.0 10.786 80.0 80.0 11.875 80.0 80.0 12.964 80.0 80.0 14.052 80.0 80.0 15.141 80.0 80.0 16.229 80.0 80.0 17.318 80.0 80.0 18.406 80.0 80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 - 80.0 -80.0 -80.0 -80.0 - 80.0 -80.0 -80.0 -80.0 -80.0 -80.0 - 80.0 -80.0 -80.0 -80.0 19.000 80.0 80.0 11.569 80.0 80.0 12.868 80.0 80.0 14.167 80.0 80.0 15.465 79.4 80.0 16.764 76.8 80.0 18.063 74.1 80.0 19.361 70.7 80.0 69.1 80.0 68.8 80.0 -80.0 -80.0 - 80.0 - 80.0 -80.0 -80.0 -80.0 -80.0 -79.4 -80.0 -76.8 -80.0 -74.1 -80.0 -70.7 -80.0 20.660 -69.1 - 80.0 21.958 - 68.8 -80.0 22.667 80.0 80.0 13.441 80.0 80.0 14.950 74.0 80.0 16.458 68.5 80.0 17.967 63.7 80.0 59.7 80.0 56.5 80.0 53.6 80.0 51.4 80.0 50.4 80.0 -80.0 -80.0 -80.0 -80.0 -74.0 -80.0 -68.5 - 80.0 -63.7 -80.0 19.476 -59.7 -80.0 20.984 -56.5 - 80.0 22.493 -53.6 -80.0 24.002 -51.4 -80.0 25.510 -50.4 -80.0 26:333 80.0 80.0 15.313 76.7 80.0 17.031 69.9 80.0 18.750 63.5 80.0 20.469 57.9 80.0 22.188 52.8 80.0 23.906 48.3 80.0 25.625 43.6 80.0 27.344 42.5 80.0 41.6 80.0 -80:0 -80.0 - 76.7 -80.0 -69.9 -80.0 -63.5 -80.0 -57.9 -80.0 -52.8 -80.0 - 48.3 - 80.0 -43.6 - 80.0 -42.5 -80.0 29.063 - 41.6 -80.0 30.000 80.0 80.0 15.823 74.0 80.0 17.599 67.2 80.0 19.375 61.3 80.0 21.151 56.1 80.0 22.927 51.9 80.0 24.703 47.6 80.0 26.479 43.4 80.0 40.7 80.0 39.4 80.0 -80.0 -80.0 -75.2 -80.0 -68.6 -80.0 -62.3 -80.0 -57.1 -80.0 -52.1 -80.0 -48.0 -80.0 -43.2 -80.0 28.255 -41.0 -80.0 30.031 -40.1 -80.0 31.000 80.0 80.0 16.333 74.0 80.0 18.167 67.2 80.0 20.000 61.3 80.0 21.833 56.1 80.0 51.9 80.0 47.6 80.0 -80.0 -80.0 - 74.0 - 80.0 -67.2 -80.0 - 61.3 -80.0 - 56.1 -80.0 23.667 -51.9 -80.0 25.500 -47.6 -80.0 27.333 43.4 80.0 40.7 79.4 39.4 76.6 -43.4 -80.0 29.167 -40.7 - 79.4 31.000 -39.4 -fees • 32.000 • RenOM 0e1.: 9..miu: 12 / 12/15/03 er 0.b: F.K. 7/ 14/03 4.- ihmknew A CHANGE NOTE 1 ANCHORING WR7.I012 SCREWS cum., er Dew 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FG 30274 Visibly Better '"`"`"'" • • •• 1. TABLE 1 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4' TAPCONS. DESIGN PRESSURESW I1ED TO +/ -60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. • • • • A 2. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. • 1r 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE tMALLEST RF NC I1 AR SI7F IN TARI F 1 WHICH THFIR OVFRAI L WIDTH Ars D HFIGHT DIMFNS DNS COMPI FTFI Y FIT WITHIN 0..40. • • •• P ___ FLANGED UNIT DESIGN PRESSURE'S ALUMINUM PICTURE WINDOW, IAVAtr . m- • • PW -701 NTS 5 • 10 4259-4 • • • • •• • Apn.d ilwldu rmly .711 rr.� • • •••• • • ••• • • • • • •• • •••• • • • • 49.000 54.500 60.000 65.500 71.000 76 500 A &C 87.500 93.000 96.000 Amer Oir Road 9r F.K. Mow, ar F.K. ma mw 17/15103 7/14/93 A &C 80.0 B &D 80.0 AREA SQ.FT. 9.698 A &C 80.0 B &D 80.0 AREA SQ.FT. 10.786 A &C 80.0 B &D 80.0 AREA SQ.FT. 11.875 A &C 80.0 B &D 80.0 AREA SQ.FT. 12.964 A &C 80.0 B &D 80.0 AREA SQ.FT. 80.0 A &C 80.0 B &D 80.0 AREA SQ.FT. 17.318 A &C 80.0 B &D 80.0 AREA SQ.FT. 18.406 A &C 80.0 B &D 80.0 A 14.052 - 80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 - 80.0 -80.0 - 80.0 -80.0 AREA SQ.FT. 19.000 80.0 80.0 11.569 13.441 80.0 80.0 CHANGE NOTE 1 ANCHORING WITH #12 SCREWS -80.0 80.0 -80.0 80.0 -80.0 78.9 -80.0 80.0 -80.0 -80.0 -78.9 - 80.0 12.868 14.950 80.0 80.0 14.167 16.458 78.9 80.0 75.3 80.0 66.4 80.0 65.0 80.0 63.9 80.0 16.764 -80.0 72.2 -80.0 80.0 -78.9 65.5 -80.0 80.0 -75.3 61.1 -80.0 80.0 72.6 -72.6 -66.4 51.0 -80.0 80.0 -65.0 48.9 -80.0 80.0 -63.9 48.0 -80.0 80.0 -72.2 -80.0 -65.5 -80.0 15.465 17.967 -61.1 -80.0 19.476 57.1 -57.1 AREA SQ.FT. 15.141 18.063 20.984 B &D 80.0 -80.0 80.0 -80.0 80.0 - 80.0 82 000 A &C 80.0 -80.0 69.4 -69.4 53.8 - 53.8 AREA SQ.FT. B &D 80.0 16.229 -80.0 80.0 -80.0 19.361 80.0 -80.0 22.493 -51.0 -80.0 20.660 24.002 - 48.9 -80.0 21.958 25.510 -48.0 -80.0 22.667 26.333 070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 80.0 80.0 15.313 74.3 80.0 17.031 67.8 80.0 18.750 61.7 80.0 56.4 80.0 42.6 80.0 41.2 80.0 40.2 80.0 -80.0 -80.0 -74.3 - 80.0 -67.8 - 80.0 -61.7 - 80.0 20.469 -56.4 -80.0 22.188 51.5 -51.5 51.0 22.927 -51.3 80.0 -80.0 23.906 47.2 -47.2 80.0 -80.0 25.625 80.0 26.479 -80.0 -42.6 - 80.0 27.344 -41.2 -80.0 29.063 - 40.2 - 80.0 30.000 T Visibly Better 79.4 80.0 15.823 71.9 80.0 17.599 65.0 80.0 19.375 59.6 80.0 21.151 54.6 -55.5 80.0 80.0 -80.0 24.703 46.6 -46.9 43.1 80.0 28.255 40.4 79.7 39.0 76.9 PW -701 -80.0 -80.0 -73.1 -80.0 -66.4 -80.0 -60.7 -80.0 -80.0 -42.7 -80.0 -40.2 -79.7 30.031 -38.9 -76.9 31.000 NTS 79.4 80.0 71.9 80.0 65.0 80.0 59.6 80.0 54.6 80.0 43.1 80.0 40.4 76.0 39.0 73.1 are 6 > 10 -79.4 - 80.0 16.333 -71.9 -80.0 18.167 -65.0 -80.0 20.000 -59.6 -80.0 21.833 -54.6 -80.0 23.667 51.0 -51.0 80.0 - 80.0 25.500 46.6 -46.6 80.0 -80.0 27.333 -43.1 -80.0 29.167 - 40.4 - 76.0 31.000 -3a.a l -7ati 32.000_ • • • •• • NOTES: 1. TABLE 2 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4° TAPCONS. DESIGN PRESSURES AR! !RATED TO + / -60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. ' ' 2. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR TA%LLteST RECTANGULAR SIa IN TABLE 2. WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. • • • • lay - Ie„o-a°._ o. INTEGRAL FIN UNIT DESIGN PRESSL! FK ALUMINUM PICTURE WINDOW, IIIAPACT • 4.169• .4 • • A • • • • •••• • RoaL L park 9.E •• ••PE1139712 • Structures ••• • •• • • • • • • • • SCREWED CORNER ASS'Y boarl ;brat Br Rundfb F.K Pam au F.X. (FLANGE FRAME) 0.ro Lbw Dab 12/15RA w7: 7/14/D9 WELDED CORNER ASS'Y (FLANGE FRAME) I Rolosbor A caawod ar ALONG ENTIRE JOINT KEYED CORNER ASS'Y 0 W ELD (FLANGE FRAME) ir 1111 0 III 1111 NO CHANGE THIS SHEET Dab ALONG ENTIRE JOINT W70 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 94274 ALONG ENTIRE JOINT PST Visibly Better MAX. WINDOW HEIGHT 0 0 0 MAX. DAYLIGHT OPENING •.exam PW-701 NTS 1 bob 7 10 INSIDE 13 • • • •• • • ••• •••0 •••• VERTICAL SECTION (FLANGE FRAY::: SECT IONS & CORNER ASS'Y, FLA! at • ALUMINUM PICTURE WINDOW, IMPACT • ...mama • • 4259 -4 • • •— • RIK A • •• • • • • • • • •• • • • •••• •••• • •, . • • .. 0/ 6 ��* • • i °' L perk, P. F • • • pE p9B712 Structural MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) O 101 • • • Ms* Or (INTEGRAL FIN FRAME) Du. listiabow 0,.e 12/1593 a 7/ 14/03 itssisber /aorabne A *odd B7: ALONG ENTIRE JOINT SCREWED CORNER ASS'Y WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) NO CHANGE THIS SHEET Due KEYED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34273 P.O. 905 1.529 NOKOMIS, FL 34274 ALONG ENTIRE JOINT PST Visibly Better PW701 NTS 0 m m 0 MAX. DAYLIGHT OPENING 8 . 10 r . 9 . � • • J •t • • VERTICAL SECTION • " "• (INTEGRAL FIN Mg) •.. • EwerPoen SECTIONS, INTEGRAL FIN _ • • ALUMINUM PICTURE WINDOW, IMPACT • • • 4299 -4 • a •• • INSIDE •••• •••• A Ada•/.., will Se avgartmlin .16:( _..., ••• • • ••• • • • • • •• • • • •• • RabdrR. Clark P E • • • • PE*39712 • •••• SWmral • •• • • • 9 •••• • OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) MAX. WINDOW HEIGHT • • • 11 12 13 14 15 17 18 20 21 22 Almelo or F.K F.K. .050° 4254 1224 4224 4262 RavIsIxtiv 12/1593 ok 7/14/03 larralenc A b..lm.9r 64254 6TP247 64262 r .970" 1 I .975" ITEM 10, 7/16 LAMI GLASS BEAD MAIL: 6063 -T5 DWG NO. 4255 1 1/16 LAMI I.G. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK) INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED ARCHITECTURAL CORNER KEY 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED .346" --I NO CHANGE THIS SHEET Dam .975° .050" I +I ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MAIL: 6063 -T5 DWG NO. 4254 1070 TECYNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1.875° PGT Visibly Better .062" --I F-- foleabee PW-701 NTS -- .077" ITEM 1, INTEGRAL FIN FRAME MAIL: 6063 -T5 DWG NO. 4256A MATL: 6063 -T5 DWG NO. 4253 9 • 10 ITEM 2, FLANGED FRAME• •••• • • •• •• EXTRUSION PROFILES & PARTS L•197 • • • ALUMINUM PICTURE W/NDOW, IMPACT ' °m..°. 4269 -4• A 2.500" Append 4• aayigeN! the Rends Owls Raid. • •Crll•TW47 • ••• • • • •• • • . • • :7 • ••• • Rabd% L Clark P.E. • • • • PE#39712 • Structural • .: • • • 1 • • • .130" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5° O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A I0+ M? A. r SHIM 1 1/2" MIN. A...49r b": 9anLer W": F.K. 12/1&0.3 F.K. 9A wr rum 7/14/03 CONCRETE FLANGED DETAIL D (SILL ONLY) NOTES: 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO TAPCONS. L 2. A - IN MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED, PROPERLY.4Yr TO TRANSFER LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL. •••• B - OUTSIDE MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY 4•i� R OR AS APPROVED BY BUILDING OFFICIAL. • • • • Rerislow CHANGE NOTE 1 AND FASTENER SPACING linteloate UNPIN/ By 1/4" TAPCON, 8 1/2" MAX. FROM CORNERS & 11° MAX. O.C. A D (SEE NOTE 1) 1/4° MAX. SHIM 1 1/4° MIN. EMBEDMENT f } 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 902 1529 NOKOMS, FL 34274 L_ 1 1/4" MIN. EMBEDMENT• • SOLID CONCRETE FOR HEAD & SILL - OR HOLLOW BLOCK FOR JAMBS FLANGED DETAIL E PST Visibly Better P56701 NTS 1/4" TAPCON, 81/2° MAX. FROM CORNERS & 11° MAX. O.C. A (SEE NOTE 1) 1/4' MAX. r SHIM 1x WOOD BUCK (SEE NOTE 2) • • • • • •• • • . OssMare ANCHORAGE - HEAD SILL AND .14/M. • • ALUMINUM PICTURE WINDOW, IMPACT • an"r 10 > 10 4241 • • A • • ••• • • • • • •. • • • • �� /, • • •/Milan L. Clerk, P.§, PE 939712 •• • • Structural • • . • • • •••• • • •• •• mss•••• 9 • 4• ' I .1`• • • EMBEDMENT 2x WOOD BUCK (SEE NOTE 2) INTEGRAL FIN DETAIL B 114 MAX. r SHIM T 1 1/2" MIN. EMBEDMENT 2x WOOD BUCK (SEE NOTE 2) FLANGED DETAIL C • • • 1/4" MAX. r SHIM T BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 (A) Pc° — •.. • .. •• • • • ••..• • • • • ••••el • MIAMI -DADE COUNTY, FLORIDA METR®•DADE F! ‘1 G.I..ER BU I • • 140 WETT j'LAGJ,LR siva SOTrE j6( • • • • • VAm1,•Fj..ORVA 3311 t563 • (305) 375 -2901 FAX (305) 375 -2908 -- • • - -- - -- -- • • • • • •• • • • • •• •• • ••• • • • • • • • • • ••• • • NOA No 02- 0719.07 Expiration Date: January 2, 2008 Approval Date: January 2, 2003 Page 1 • • 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 HR -810 Mid -Rise Aluminum Horizontal Roller Window — Large Missile Impact APPROVAL DOCUMENT: Drawing No. 4121 -1, dated 04 /22/02, with revision C dated 10/23/02, titled "Mid - Rise, Alum. Horizontal Roller ", Sheets 1 through 5, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. 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 and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. PGT Industries F. OTHER 1. None. (For File ONLY. Not part of NOA) • • E -1 • • •. • • • • •• •.. .. • • • •• •• • • • • • • • • • • • • • • • ... • • • • • • • • • • • • • • ••• • • • • •. • • • .. •. ... • ••• . . . . . 1 . . .. NOTICE OF ACCEPTANCE: EVIDENCE SUB 4T..TED ; ; ; ; • • A. DRAWINGS • • • • • • • • ••• • • 1. Manufacturer's die drawings and sections. • 2. Drawing No 4121 -1, Sheets 1 through 5 of 5, titled "Mid-Mk, A1Qm•Hotizbrftaf • • Roller ", dated 04/22/02 with revision C dated 10/23/02, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC PA 202 -94 3) Water Resistance Test, per SFBC, PA 202 -94 4) Large Missile Impact Test per SFBC, PA 201 -94 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of a series HR -810 aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3259, dated February 22, 2002, signed and sealed by Luis Antonio Figueredo, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by manufacturer, dated 04/24/02, 7/12/02 and7/30/02, , revised on 11 /26 /02signed and sealed by Robert L. Clark, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to E.I. DuPont DeNemours for "Sentry Glass Plus" dated 01/17/02, expiring on 01/14/07. E. STATEMENTS 1. Statement letter of conformance, dated May 21, 2002, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated May 21, 2002, signed and sealed by Robert L. Clark, P.E. 3. Laboratory compliance letter for Test Report no. FTL -3259, issued by Fenestration Testing Laboratory, Inc., dated March 26, 2002, signed and sealed by Luis Figueredo, P.E. Ma ueI P ' .E. Product Control "►s'z* ner NOA No 02- 0719.07 Expiration Date: January 2, 2008 Approval Date: January 2, 2003 63" MAX HEIGHT MAX. TYP. 58 1/4 LITE . FIXED LITE DAYLIGHT OPENING TYP. 1 0 8" MAX 4" MAX I I x { 8" MAX - I —4" MAX OUTSIDE MEETING RAIL CENTERLINE (SEE NOTE 4) SEE SHEET 2 FOR SECTION DETAILS ® SEE SHEET 4 FOR FRAME CORNER AND SASH CORNER CONSTRUCTION DETAIL DESIGN PRESSURE - TABLE 1. [DESIGN PRESSURE RATING (P.S.F) I NEG. -110 POS. I 90 57" MAX. OPER. UTE DAYLIGHT OPENING 12" MAX. 5 1/2" MAX. TYP. TYP. Robert L. Clark. P.E. PE #39712 Structural 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS & PER SHEET 5. HEAD & SI11; MAX. 5 3/4" FROM CORNERS. MAX. 4" & 8" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 12" SPACING. JAMBS' MAX. 5 1/2" FROM CORNERS. MAX. 12" SPACING. 5. SHUTTER REQUIREMENT: NONE REOUIRED 6. NARROW JOINT SEALANT IS USED ON ALL 4 CORNERS OF THE FRAME. 7. REFERENCE TEST REPORT: FTL -3259 3/16" HEAT STRENGTHENED GLASS SILICON: ITEM ®DOW 899 OR DOW 983 OR DOW 995 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Rend fly: GLAZING DETAIL Series /Model: HR -810 .090 SENTRY GLASS PLUS INTERLAYER 3/16" HEAT STRENGTHENED GLASS Data: • .496" NOM. GLASS BITE TYP. Reviews: . • •• • Rend By: Dote. Revisions. F.K. 10/23/02 C -*M THIS SHT Rend By: Dote: Revi�j: F.. 15/02 B -FRP ]�C K • b GIVING te: Revisionw• • • F.K. 7 /30/02 REMOVE SM• MISSIL F.K. 4 /22/02 Seale: Sent: NTS: 1.'r.5 •••• • •••• • • ••• • .V y g .ypru tempi) m with lye • •lurid aiding o+eed • • Da O 14&A • Miami Dad . • • ..)♦ • By •••• ••• Drawn By: D ote: •••• Oesenption: ELEVATION & 01.4 If\G DE'TT4?lt• API6.31_f) IP VP IV ru. • • MID -RISE, ALLSM. • 110RIZcij L *awing No.• Rev: •••• 4121 — .•.• • • • • • MAX. HEIGHT MAX. FIXED LITE DAYLIGHT OPENING VERTICAL SECTION APPROXIMATELY 25% OF SASH HEIGHT TYP. (SEE NOTE 2) SEE NOTE 2. NOTE: 1. REFERENCE TEST REPORT: FTL -3259 2. WINDOWS 42" HIGH OR LESS REQUIRE (1) ONLY, ITEM 25, SWEEP LATCH CENTERED VERTICALLY. Robert L Clark, P.E. PE 039712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BO% 1529 NOKOMIS. R 34274 HORIZONTAL SECTION • • Revs, By. Dote: Roved By Dote: F.K. 10/23/02 Revises: • • •• • Revel BY: Dote: F.K, 15/02 Rend By: to; F.K. 7/30/02 Drawn By, Dote: F.K. 4/22/02 Series /Model: HR -810 Scale: NTS Revietone: C- C1VlnR t 1M. R —FXP TB! OCK Ravieian0 • • • REMOVE SM•MISSILE• emvaaa: • • • • VERTICAL & HORIZt?NTAL S? I ONS • MID —RISE, ALL:M. 'hURIZ01t414L ROL.L_E.R. Sheet: • • • 2 •or.5 • • • ••• • • • •••• • • • Aare* et Nmpiyyllatt with tV • Dete NVA� 0 n7 • Mind Dade P • • • • • • •••• •• • • 0000 • • COI °� w • 4121 -1•••• YAK • Rai •G • EXTERIOR INTFRIOR MAX. OPER. UTE DAYLIGHT OPENING MAX. WIDTH EXTERIOR 2.784"