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1290 NE 101 St (13)Address MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buildi Inspection Request Date Type Insp'n 4i nQ \ W iv- lOcj Permit No. B J P. -� I� Name � I r O/ 'C aCa 0 r-FF l o l s"L � NJ C , Company Phone # , Inspection Date Approved Correction Re- Insp'n Fee II I.0 14 S c / +✓ AI � . Uti 6%i/doCU' E 4c1KI MIAMI SHORES VILLAGE BUILDING DEPARTMET 305- 795 -2204 Buildi g Inspection Request Date Type Insp' n 7l /!L!M tC , Permit No. _ erP ® .1.--/.55 - 5 Name Address Company Phgne # Inspection Date Approved Correction Re- Insp'n Fee RECEIvED OCT 1 4 2004 BUI IIING___ PE ' APPLI FBC 2001 Permit Type (circle): Type of Work: ['Addition Describe Work: r Code Enforcement $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ATION Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple ' - . i er) 2 \ 1 n �' fer21& C h ne # Owner's Address ‘ I \(Q \ \C- . , City _ _ - � State G \ \ Zip 3) t 35 Tenant/Lessee Name Phone # Job Address (where the work is being done) )2 910 N t o ( City Miami Shores Village County Miami-pade Is Building Historically Designated YES NO Contractor's Company Name ) @OI��'12(/l &l Cb Phone # C C. 0 0 - 1 - 1 01 Contractor's Address (_Q ,Q C( IQ 14-s4- city 41( tk -ecto 1 State 4 . Zip C) tO Qualifier s l e I Q V r t (Lan LQC) 305 -gap • `5 Lf Architect/Engineer's Name (if applicable) pott/)')YS c(n1i'l aln- Phone # — S - LS 3Sy $ Value of Work For this Permit t COO Square Footage Of Work: �� ❑ pp Alteration (� Training/Education Fee $ Notary $ Scanning $ 3 9-'' Radon $ Total Fee Now Due $ ❑New � epair/Replace i !L ov -357 — Submittal Fee $ Permit Fee $ Structural Plan Review. $ Permit No. BP — )355 Master Permit No. Zip Technology Fee $ ( . ❑ Demolition 90 CCF "(WK CO /CC S Zoning ^ Bond $ onding 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 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 issue- n the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. . owledged befo - me this Signature The for day of who is personally NOTARY Sign: Pri My Commission Expires: APPLICATION APPROVED BY: Chc 12/15/03 Owner or Agent A Y P1 S� y .2S -6 Z� ng instrument was acknowl dged before me this 20 0" , by i ) %q w Se N l -A'✓'O , s identr cation and who did take an oath. -5 ' „„�� : on #CC 988457 • :: Dec. 17, 2004 Bo ibrn • tlantic II ()P Signature Co The foregoing nstrument was ac day of tt ` " , 20 ° to me owho has produced who is personally known to m or who has produced as i . tiff tion and who did take an oath. NOTARY PUB IC: uus, Sign: o .�, Print: 3 ?� "` ' ded "4H 1.0 Atlantic Bonding Co., I e My •onunission Expires: s Arrieta on # ('t'. 91;57 � 04 (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** OCT 1 4 2004 Plans Examiner Engineer Zoning DEC 13,2004 10:04 CTN CONSULTING NOTICE OF COMMENCEMENT A RECORDED COPY MUST DE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. Z3/ �AX FOLIO NO._ , STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 3. Owner(s) name and address: owner Interest in property:_, 1-e0 7 Name and address of feo simple titleholder: Print Owner's Name��'P" su 4ori ed r' Notary Print Noy ry's Name_, My commission e:.pires; 123.71 -52 PAf9F Arro 3057584338 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. 1 . Legal description of property and street/address: 1 9 . C 1 0 10 e- - -- — - O trY1 ( 2. Description of improvement:_Ot U 12 &0 Ne, trot sF 4. Contractor's name and address: it213 Oen - 1 ( 2_U1c (�yy1 LCV2G1 14-k- 5. Surety: (Payment bond required by owner from contractor, if any) Name and address:__ _= Amount of bond $_. C. Lender's name and address: NiillllilBl NUI HIIIIlflllllll IP err 2004-R1102597 OR Bk 22895 Ps 2317; (1ps) RECORDED 12 /10 /2004 10;52 :50 HARVEY RUVIIIr CLERK OF COURT MIAMI -DADE COUNTYr FLORIDA LAST PAGE °in.T�: OF FLORIDA, COUNTY O r., t'IAroE r -� - �_ --- iP1- `W; ;:v ,• F-nbi r Iri •, of D \ vi I +i.4a i„ f:7i S T1/ X C L .../.07,......(4.... + / • •. t .. e I ! ....... Cer . A L.: , Q ' + - . . HARVEY UVI Fr'tK. u/ C! r t 6, C, ,r;y coo ` \>.::. • , ..i�,. / ey . ✓!► D.C. . 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 Llenor'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 dat: i specified) _ Sworn to and b b eforer o this 2 r day of Artideqg imrt r. 'Ctt., lna ., 2001 �j 1 } �' l Prepared by ( i Ind ( I�J� • AddCess:5 1 Ski t nte Page 2 DEC 13,2004 10:06 CTN CONSULTING NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME or FIRST INSPECTION PEHMIT NO. / —,1. TAX FOLIO NO._. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 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, 1. Legal description of property and street/address: 1 i2ctO Na I o t 2. Description of improvement:? l( CfrOc • • 3. Owner(s) name and address: �4e &V a2.1-2_04,-)c) i29t0 NE. tot s- . Interest In property_ LAO (' n Name and address of foe simple titleholder: 4. Contractor's name and address: Ds3 CbO(\ -1 u- Ion Q1 - $1 U3QS+ 14 S- i7 OF FLORIDA, COUNTY OP GAGE 5. Surety; +'t' c; +5r+ ��'� , • cv;.yorIli y: bond required by owner from contractor, it any) hri., ^I fr;.a:1 i,: taus off;', Name and address:_ = . ' !!•? - ... _.: A c "... P.. Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(47., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Llenor's Notice as provided in Section 713,13(1)(b), Florida Statutes, Name and address: ` -- Si • •_ o' owner Print Owner's Name__ 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different dat: i specified) Sworn to and su / b cfibed before this 1 / day of _ f ! f ip�OUNr t � , 1115 ut +E Notary P1 -- a PAY Fy n �� {I CC 9884'57 le: :7,2004 Print Nory's Name - .� `:`, ., Inc - My commission expires: t:".n1 -52 PAG.1 ar 3057584338 3057584338 By HARVEY - VI ERK, c;I Ciiaj.; a: ?d Cuur,;y Cewi CFN 20048 J_ 1.:)2597 OR Bk 22895 Ps 231 (1 p s ) RECORDED 12/10/2004 10:52:50 HARVEY RUVIFJ, CLERK OF COURT MIAMI - 4)ADE COUNTY► FLORIDA LAST FAGE Page 1 IIIIIIIIIIIIIIIIIIIIfIIIIIIIIIUM Prepared by Ehb en-e-4 W fnd Addtess: 5q I 3ti - 11 f e �afi. L t*j D.C. DEC 13,2004 10:03 CTN CONSULTING Fax Ginny Gonell - Miami Shorts Frum: Christine _......... . . . Fax: 305 795 2209 flaw: December 13, 2004 Phone; 305-756-8972 Re: El Urgent -Comments: Ginny, Please forgive me'"" Have great holidays. Sincerely, Christine 3057584338 3057584338 Notice of Commencement CC: CTN Consulting, Inc. Pages: 2 0 For Review 0 Please Comment 0 Please Reply 0 Please Recycle P.O. Box 530812, Miami Shores, Florida 33153 Phone (305) 986-4854 Page 1 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 10/26/2004 Contractor DN CONSTRUCTION CO. Local Phone: 305/986 -4854 Parcel # 1132050140010 Building Permit Permit Number: BP2004 -1355 Applicant: JULIO & GLORIA SERRANO Owner: SERRANO JULIO & GLORIA JOB ADDRESS: 1290 NE 101 ST Contractor's Address: 669 WEST 14 ST Legal Description: 5 53 42 GORDON TRACTS PB 55 -20 TRACT A LOT SIZE SITE VALUE OR Fees: Description Amount FEE2004 -10504 Building Fee $390.00 FEE2004 -10505 CCF $10.80 FEE2004 -10506 CO /CC $50.00 FEE2004 -10507 Training and Education Fee $3.60 FEE2004 -10508 Technology Fee $9.75 FEE2004 -10509 Scanning Fee $39.00 Total Fees: $503.15 Total Fees: $503.15 Total Receipts: $0.00 < °) —1 7 4 5 - 757 4 Permit Status: APPROVED Permit Expiration: 4/12/2005 Construction Value: $18,000.00 Work: REPLACE WINDOWS USING EXISTING OPENINGS WITH IMPACT RESISTANCE GLASS Signed: (INSPECTOR) Page 1 of 1 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: M IA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive 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 (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. ; oTrLOn*afiSiaing WiTr = ow wifh�srin eeting Rail APPROVAL DOCUMENT: Drawing No. 268-1, titled "Alum. Horiz. Roller (STD. MTG. Rail) ", sheets 1 through 9, prepared, signed and sealed by Robert Clark, P.E. dated 5/10/02, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval datc by the Miami -Dade County Product Control Division. - MISSILE IMPACT RATING:•Nonc LABELING: Each unit shall bear a permanent label with the manufacturer's name o r logo city, d b .,, c ;, 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 NO and shall be available for inspection at th o the user by the manufacturer or its distributors st of the Building Official. The submitted documentation was rcvic ul �s�cz i1IIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -290S NOA No 02- 0313.10 Expiration Date: June 27, 2007 Approval Date: June 27, 2002 Page 1 PlitIndnefrfee- 1070 Technology Drive Nokomis ,FL 34275 Your application for Notice of Acceptance (NOA) of: !"X Wale• Aluminum T CBipped lf011oo under Crtapter 8 of the Code of Miami Dade County governin &the use of Alternate Materials and Types of and-completely rein for acceptant; bythe Miami -Opde anmt3cIttalirsog.Code Compliance Office (BCCO)under thersamlitioas specified -4 in. be valid after the a we std below: BCCO reserves the -right to-secure -this. pocket Of at any time finest a-jobeite-or ms's -plant fox quality cones* testing. If tla + prechset-ormatecial fails to perLrm apprvved ; BeCO may revoke, mod*, at SINIMId the use-peal:Mot or material = r. BCCO -reserves- right to revoke- this-approval, if iLis WM'g BCCO that this product- err- material- fads to- meet the requirements -of the - South Florida- TTie expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: O1-1023.01 EXPlRE& OQW2O0 :I . I: 1 : :i It ' - APPROVED:: .9M2991 D =WW II BERREMISztrzeThaammarssmiaasr MIAMI-DADE COUNTY, FLORIDA MBTRO -DADB FLAGLER BUA.DD O 1 40 WBST FLAOLBR S'1RB8T. 1 603 MIAMI. FLORIDA 3311563 (304325 901 FAX4303}337 -3905 � R LI CCION 3 CONTRA C'0 (303) 373 373-2900 I PRODUCT CON1ROL Z ON (303)375:2902 oamos) 39 Raul Redviguax Chief PrOatriContuoLDivision Thi8-appUt ation- fC- Product Approval has-been reviewed-by. the BCCG and- moved by-t. Codeand-Prodeat Review Committee to-he-used in Mie ade- County, Fioridevnder-therconditionsset forth above. FranciscoJ.Quastana Director Naml*Dade -Co_ ounty Building Code Compliance Office EGI ltndtw dU ACCEPTANT.: 0 APPROVED : JUN - 20F . EXPIRES : . NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves a clipped mullion systmn, u described in Section 2 of this Notice of Accegance, desiped_ta_comply with_thnSouth.Flmida Building-Code (SFBC), 1994 Edition fbr Miami Dade Cow, -for -the locations_ determinedly_SFBC.Chaptez$, do aetexeeed -the Desi reesuae- ed dmejngs. 2. PRODUCT DESCRIMON 2.1 The 1"z Heavy Wall - Aluminum Tube Clipped Mullion and its components shall be constgicted in strict compliance with the fiollowing_documents: Drawing;No 6621, Sheets 1 through 6 of 6,,titlod "L" Heavy Wall M Detar7 .prepared by ,.dated 4/28/00. Biped and sealed.by- Robert L. C 1ark,.P.B. iu iir ng N„+ M iunL t with the Notice of ice number and approval date r - the Dadc -duct Control Division. These documents shall hereinafter be referred to as the approved drawings. 3— MUTATIONS 3 applies-to - slipped stn a1. be- installed-vertically or. horizontally, as shown in the approved drawings. 3.2 For Design Pressure Rating vs. Mullion Length and Opening Width, for enter tx2x.3751Z fl hors) mullion Iz2.75a.375 (3/4 anchors) mullion, 1x2.75x.650 (3/4 anchors) mullion or lx4x375 (4/.6 anchonOinullion, see corresponding-table in approved drawings. 3.3- Arzudowsizes and design pressur are to belimitod only to those swearingly' chartaieferenced above and also listed in the individual window's Notice of Acceptance. 4. INSTALLATION 4.1 The cfppedmullion system andfi's components sane installed in strict compliance whit the approved drawings. 4.2 This mullion gp be installed as part of an impact resistanj unit. 5- LAMING- 51 Each unit shall bear a permanent label with the manulbet ra's name or logo, city, state and following " Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS.. 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance, with mullion option Matted. 6.1.2 The Notice of Acceptance of each door and/or fixed lite attached to mullion. 6.1.3 Duplicate copies of the approved drawings, as r, entx"Bed in Section Zeta Notice of Acceptance, clearly ft -show the components- selected fo .propos t i'stallafon.. other doc_.q bPtiie. Building- (RSc3al or the 3anthCode (SFBC) in order to-properly °velvet. the • ........ of this system. az/ Pate , P.& Examiner tro1 Division 2 PGTJadastries ACCEPTANCE No.: 01- 0323,02 3 APPROVED JUN- H`. EXPIRES - Z'8 NOOTI6$01r- ♦ rcKpT N.•R_ SZAND 83) CONDIXONS A of this coosi s a and-the-original g boertfilod are no okra than eight ( years. °°�+ Any anctalt approvectproducendmitberparmanendriabetect with the manufeetureiteamereity, atataraad-the following , "MismiaadeComity Product Control A ovedn specifically stated in the specific conditions of this Acceptance. ` or as 3. dAcceptance-w rwt.he cone erad3l s: � � .Swt�I�lerisla_ -� � � �. changes._ The-product is samc E }ae-the one o & H the- Acceptance - not.. m all the including the correct iaattltation-ol'�. -s c0, d' Whe-etigiail3yE s d +mod -aadod the r+equined_ ly submitted, is no Ringer practtpng the 'eog bseu�rg prop on, 4. Any revision or change in the materials, use., and/or maw of the product or process shall automatically be cause lbr twat of prior written been - rcquested (ibrough the Mg oft revision applitation with appropriate fee)�aad g��- y, of ce. by th ref Unsatieflictory following aha1Ialsabc groundefor .aemovaxallis Acceptance: pale/name aftl i prodrnct or process. k- Mouse of this Acceptance other as-an of any- pact, gz- sake, advartising: or any ides. d 1'ReNtrdce of Acceptance fbfoi�by the c cpiraden- dat�.be literature. gthe Notice of Acceptance fa crapfayK thin it ahalfhtc done in its entirety. 7 keepy-efthis Acceptaneeas -well as-approved drawingessitother dock, whereaappEes, sambagavvidod to the user by-domanufbourer eellecratsibutors and ehaltheevailwe for mat the job site wall -moo. The engineer needs-not. reseal the comes. & Pallurete-comply with- any-seetien of this-Acceptance sialibe cause for of Ate. 9. Thia Notice of Acceptance consists ofpages I, Zand this hist page 3. END OF THIS ACCEPT Industrlea ACCEPTANCE.: OT032342 B-I APPROVED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For Flli ONE1 N kpart ofI'04.) A. DRAWINGS 1. Mmmilicturee's die drawings and sections. 2. Drawing No 4621, Sheets 1 throngs 6 of 6, titled "1" Heavy Wall Mullion Arranggment Detail ", prepared by maniultetarer, dated signed and sealedbg - Robot -L. Eljrk, P.B. TENS- 1. Test reports on 1) trairirm Load Statfo Air Pressure Test, per SFBC; PA 202 -94 2) Large Missile Impact Test, SFBC PA 201-94 • 3)cysIIF4 per 3113CTA 203=9 along with ins aIstioa-dia e(a^peirOf .b' r Z 54" mulled togetherwii#ra-lx2 a abd prepared byF Tea ing Laboratory, Ina, Te t-Re oltNO -01/05/01, signetandsearfcrby Antonio Acevedo, P.B. 2. Test reports on-.1) LoadStatie-Aie Pressure Test, per SFBt, PAZQ2 --94 2) Large MIssfe Iapact Test, SPEC PA 201 -94' 3 )-CyclieTes4per-SRPA 203 -94 along with -dig ofa:pe °Med alum windows- (QQcon io4W' x 76" mulled lx 4 x M wall mullior4 prepared by-Fenes an-T-esking Laboratory, Inc., Test-Report No. F 03, dated, 01/05/01, signedandseatgdby Antonio Acevedo, P.B. 3 . Teat reports en 1) U Air Pie Test, per -94 2) Large Merle Test, SFBC PA 201-94 3) Cyclic Loading Teat, per SPEC PA 203-94 of &pairetilast alum. window som x hr 2 x'Y" wall vertical ewe -a a; x 6" x-114" wall , by Fenestration Testing I abomoozy, ,,'Pert Report No FrL.»m 01/23/0I, signed-and-sealed by Ar nia .Aoenett' 7 C. CALCULATIONS 1. wing Sintehiral .& Anchor by manufacturer, dated'0847/00, revised on 584/01, signedand seated by It2bertL. Clark, P.B. D. MATERIAL CERTIFICATIONS 1. None. t 24_200k IL OMR- 1. None. (For Fie ONLY. Not part ofNOA.) B-2 ACCEPTANCE- APPROVED Ato,: O1 23 : . AL2I EXPIRES E. STATEMENTS lets ot 16, 2001, signed and seated by Robert L. Clark, P.B. and scud by Mort 2. Statement letter of no financial interest, dated , signed L. Clads, PE—. IPTL -2902, FT'L -2903 and FTL -2975, Laboratory caletteFtos-'Teat o� lr dated January 30 ;sawed by F alien- � Ina by Antonio Acevedo; P.B. MIA M I-DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) �h MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLACLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (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 F -6000 Aluminum Fixed Window APPROVAL DOCUMENT: Drawing No. 550, titled "Aluminum Fixed Window ", sheets 1 through 9 of 9, prepared, signed and sealed by Robert L.Clark, P.E., dated 8/20/01, bearing the Miami -Dade County Product h Notice of L J date b h tvlam D a e County a- .vuiwi i�c "risii�u Stamp with the ivuiicc O� AiAcceptance number arid expiration u�il' by t i: the wuai� �,vuuiy Product Control Division. MISSILE IMPACT RATING: None 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" finless otherwisc 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 becn 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 thc user by the manufacturer or its distributors and shall be available for inspection at the job site at thc request of the Building Official. This NOA revises NOA # 01- 0102.03 and, consists of this page 1 as well as approval documcnt mentioned above. The submitted documentation was reviewed. by Theodore Berman, P.E. NOA No 02 -0701 -08 Expiration Date: September 13, 2006 Approval Date: July 11, 2002 Page 1 HEXAGON 60" BETWEEN FLATS Maximum Area 21.65 sq. ft. FAN 120" x 55" Maximum Area 35.20 sq. ft. NON- IMPACT WINDOWS 1.) GLAZING: 3/16" TEMPERED 2.) CONFIGURATIONS: 0 3.) FOR DESIGN PRESSURE RATING SEE COMPARATIVE ANALYSIS ON SHEET 8 OF 8 4.) ANC10R MAXIMIM SPACING: 15.000" 5.) SHUTTERS REOUIREO AT ALL INSTAL,.ATIONS 6.) ALL FRAME JOINTS TO BE SEAM WELDED 7.) REFERENCE TEST REPORTS: FTL -2818, 2819 et 2820 FULL CIRCLE 060" Maximum Area 19.64 sq. ft. ELLIPTICAL 120" x 48" Maximum Areo 31.46 sq. ft. BY Mio Robert L. Clark. '.E. PE 034712 Structural 1070 TECHNOLOGY DRIVE NOKOMIS. a 34275 PRODUCT RCVLSED con PMeE •LD (k ilorlde Budding Cods Aanryta.oe no 0 .o eivy"o Dot Dlvt.Foo Product C•d ly rue: J.J. 1 i IA ARCH. 60" x 120" Maximum Areo 47.32 sq. ft. Re.sd By: F. K. Date: 8/15/01 Dal e: 10/24/00 REDRAWN ELEVATIONS, 3/16 TEMPERED CLASS ALUMINUM FIXED WINDOW Senes/P*4k stole: sneer P.O. BOX 1529 NOKOMS. R 34274 F -6000 NTS 1 or 9 DETAIL C SEE SI-IT. 7 APPROVE() AS COMPLYING MI I I FIE G THS�Q ID i B3III 1 0 ee Dl: DY 1111 3 .. u PI10 DU T CO /TROL DIVISION BUILDING CODE C OFFICE ACCEPTANCE NOS t, ' C (' Z •()1 Growing No. 550 e 13 QUARTER CIRCLE 68" x 68" Maximum Area 25.22 sq. ft. HALF CIRCLE 120" x 60" Maximum Area 39.27 sq. ft. NON- IMPACT WINDOWS CONT. 3/16" TEMPERED CLASS REFERENCE TEST REPORTS: FTL -2818, 2819 & 2820 %.r `yi/ kaherl 1.. Clark. P.E. i'E 439712 SIruvural TRAPEZOID 60' x 120 Moximum Areo 43.75 sq. ft. 3 OCTAGON 60" x 60" Moximum Area 20.71 sq. ft. INDUSTRIES 1070 TECHNOLOGY ORIVC '.0. BOX 1379 NOKOMIS. FL .34275 NOKOMIS. i1 J4274 EYEBRO W 74" x 37" Moximum Area 17.83 sq. ft. Jl_ RECTANGLE 60" x 120" Moximum Areo 50.00 sq. ft. Pk1yOUCr ne complying w {IA Ise Flns{y IIaId1aG Cede An'IRleese No 0 2. - 0 08 f plmisn pep M /13�T��T Morn Pr rt, Car,lrel r y e APPROVED AS COMPCYII:: ( V:1341 11IC 50 C I JCI IO1 IkJ I. LUJ l oor. 0 OY v/ PR00 CT 0I= BUILOI o C000 COMPLIANCE OFFICE ACCEPTANCE NO.O1 — O \O • VP, 0 By J Revd By F. K. Dole: S soles /Model: F -6000 Oole: 8/1 5/01 10/24/00 ALUMINUM FIXED REDRAWN ELEVATIONS, 3/16 TEMPERED CLASS WINDOW S,o.: sneer NTS 2 o r C7 Ora «.ng No 550 Pe, HEXAGON 48" BETWEEN FLATS Maximum Area 13.86 sq. ft. FAN 74" x 36" Maximum Area 14.42 sq. ft. NON- IMPACT WINDOWS 1.) GLAZING: 3/16" ANNEALED 2.) CONFIGURATIONS: 0 3.) FOR DESIGN PRESSURE RATING SEE COMPARATIVE ANALYSIS ON SHEET 8 OF 8 4.) ANCHOR MA XIMIM SPACING: 15.000" 5.) SHUTTERS REQUIRED AT ALL INSTALLATIONS 6.) ALL FRAME JOINTS TO BE SEAM WELDED 7.) REFERENCE TEST REPORTS: FTL -2748. 2756 do 2758 FULL CIRCLE 048" Moximum Area 12.57 sq. ft. ELLIPTICAL 74" x 36" Moximum Area 14.53 sq. ft. Rol)crt L.�rk. PE. i' p3Y)12 $truciural 1070 r(CHNOLJGY DRIVE P.O. 80X 1529 NOKOMIS, Ft 34275 NOXOMIS. FL 34274 11 r 37" x 74" Moximum Areo 17.99 sq PN1111UCT ILEVISLD u eoaytiloN with tie IlAda OtIdlos Code Aompo lam No O F. Z+Y�'i-t �PIratlao nNeo Dale Ul i Mao! Dude Product Contro Dirhine DETAIL. C SEC SI -I T. 7 ft. Rerid 0': Dole: F.K. 8/15/01 Dale 10/24/00 REDRAWN ELEVATIONS, 3/16 ANNEALED GLASS rue: ALUMINUM FIXED W:NDOW APPROVED A5 COMPLYIRON11 THE SOUTH f l0fl IOA OUILOINGC00E D.+ J F1 ' PROD C 0NtrIOL DIV150 011110 'S 000C COMPLIANCE OFFICE r. 'cPre1 :Cci1Qn1 Gl (JL.Q senet /Me «I: r— 6000 ScnIe NTS sneer . 12 g Oro.Inp No 550 Q QUARTER CIRCLE 58" x 58" Maximum Area 18.35 sq. ft. HALF CIRCLE 74" x 37" Moximum Areo 14.93 sq. ft. NON - IMPACT WINDOWS CONT. 3/16" ANNEALED GLASS REFERENCE TEST REPORTS: FTL -2748, 2756 eo 2758 TRAPEZOID 37" x 74" Moximum Area 14.26 sq. it. OCTAGON 48" x 48" Maximum Area 13.26 sq. R. 0 I <unl:rt L. Clark, CE. I'E a39712 Structural 30" EYEBROW 74" x 37" Maximum Area 17.83 sq. ft. f Moximum Area 19.01 sq. ft. Drown Title: RECTANGLE J.J. 1070 TECHNOLOGY DRIVE P.0. BOX 1524 NOXOMIS. !L 31275 NOKOMIS, FL 34274 Rend By NIA. F.K. 8/15/01 Do le: 10/ 24/00 REDRAWN ALUMINUM FIXED WINDOW 1 1 1 1 1 1 L rltllnuCT NEVISEU nmplLI.i •Wk dm Florida °Wal.p Cod. Aacep■..c. N -0;0 .06 E.pl.,II, n OVA Alleni Dad Cnalml DIvAdou ELEVATIONS, 3/16 ANNEALED GLASS APPROVED AI COMPLYING V11TI1 I,E SOUTH (LC ID1 Ct 12001000 SCE CPU PROD CT OVTROL DIVISION [� BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO \-Qw s oN. a /MOed: F -6000 Sole' NTS Sneer: 4 al Orow∎no No. 550 Rev: 0 MAXIMUM HEIGHT SEE SHEETS 1 THRU 4 // 10 PAN HEAD WOOD SCREW 3/16" HEX HD. TAPCON (SHOWN) OR 3/16" FLAT HEAD TAPCON (C 'SINK RE0'0) 1 —I/2° MIN. 2x WOOD BUCK .390 MAX.— TEMPERED OR ANNEALED 1/4" SHIM MAX. r 1/4" SHIM MAX. 1x WOOD BUCK 1/4" SHIM MAX. TEMPERED OR ANNEALED \\ 3/16" HEX HD. TAPCON (SHOWN) OR 3/16" FLAT HEAD C'SINK (C'SINK REO'0) MAXIMUM WIDTH SEE SHEETS 1 THRU 4 SECTION 8 -8 TYPICAL SECTION & ALTERNATE INSTALLATION INTO CONCRETE NOTES: 1.MAXIMUM OVERALL DIMENSIONS ARE APPLICABLE TO SECTIONED! ARCH. SHAPES ANCHORAGE METHODS ARE APPLICABLE TO ALL SHAPES SHOWN ON SHEETS 1 THROUGH 4 OF 8. 2. REFERENCE TEST REPORTS: FT1- 2818, FTL -2819, FTL -2820, FTL -2748, FTL -2756 & FTL -2758 SECTION A —A TYPICAL SECTION & INSTALLATION INTO CONCRETE AT SILL & WOOD AT HEAD / RDhcrl . Clark. P.E. t'E #]9712 Structural INDUSTRIES 1070 7£CHNOLOGY.ORIVE P.O. BOX 1519 NOKOMIS, fr L 24275 NOKOMIS, it 54174 Rend By: Oole: Re +:,:on,: F.K. 8/15/01 REDRAWN 0ra.n Br: J.J. 001e 10/14/00 SECTIONAL & ANCHORAGE VIEWS rlr <: ALUMINUM FIXED WINDOW se ,le, /Hoed: F— 6000 Scolc NTS Sheet 5 ar9 Oro -"nq rro. 550 PRODUCT RCVISCD n eoa p lying with tle /Was Buldtag code A<etrpt PloWA ett Paylml. ate oef `�,/ �/Ofi By Mlaml Dade Product Caatrol Ohio Ma APPOO`JEO h5 COMPLYING 74TH 114E 7DUTIl - 2B I0 OUIL I 00E DAT P I 3 ll bb Ov PPM ' ONTROL OIVISID1 (WILDING COOE COMPLIANCE OFFICE CCCIANC Re.: Q MK. PART // DESCR;PTION 1 2 3 4 5 6 7 8 9 68342 61168 7834 62899C/6250IC 61308K 6SM55W 7PWSW BILL OF MATERIAL FRAME HEAD, SILL & JAMB U— CHANNEL GLAZING BEAD /8 x 3/4 PN. PH. SMS SILICON BACK BEDDING CLOSED CELL FOAM TAPE SEAM SEALER 3/16 ANNEALED GLASS 3/16 TEMPERED GLASS /6 x 7/8 FL. PH. TEK VENDOR ALUMAX OR = ALUMAX OR = SPENCER OR = DOW /G. E. OR = TAPE SPECIALISTS OF FL OR = SCHNEE /MOREHEAD OR = TRIPLE DIAMOND CLASS OR = TRIPLE DIAMOND CLASS OR = SPENCER OR = .062- .500 .055 I--- .t F -6000 U- CHANNEL GLAZING BEAD f f 1.344 1 - -• 2.000 F -6000 FRAME EXTRUSION VISIBLE LIGHT CALCULATION f WH WINDOW WIDTH "TIP TO TIP" — 2.688 " WINDOW HEIGHT "TIP TO TIP" — 2.688" �, Robert L. C , rk, P PE E 173 712 Structural INDUSTRIES Oro.n By: J.J. noenpcon: nue: 1070 TECMNOL0'71' OR(VE P.O. BOX 1329 NOKOMIS, fl -14273 NOKOMIS, n .142 74 H - H Rena By:'Date: F.K. 8/15/01 D 10 /14/00 Re.evon,: REDRAWN EXTRUSION PROFILES & B.O.M. ALUMINUM FIXED WINDOW Safi. a/codeC Scale: SAee1: F -6000 NTS 6 oT 9 VENDOR AF -8342 AF— 1 168 SM5504 rgouuCT It !NINE() o comp lying obits IM Florida Dddlo; Code At ars:Ku No • 0 .08 E:pintloo Date Ailaoa Dade Product Control turwlou APPROVCO AS COMPLYING WITH TILE LOunI FLORIDA BUILDING CODE PROD DY PR00� Cf ONTROl01VI510t1 nun. ° NG CODE COMPLIANCE I CC ACCCrTANCC NOQ1 01012.• U3 Ora.inq Ne. 550 B REFERENCE TEST REPORTS: FTL -2818, 2819, 2820, 2748, 2756 & 2758 3/16" ANNEALED OR 3/16" TEMPERED GLASS SILICON r/ Robert L. Clark, RE. PE '13'1712 Structural SEAM SEALER DETAIL C TYP. 90' CORN CONNECTION GLAZING & CORNER DETAILS Uroen By: raw J.J. 1070 TECHNOLOCY ORNE P.O. BOX 1529 NOKOMIS, PL 24275 NOKOMIS. f1 3427 4 Rev,d By F. K. Dole sene, /uoael: F -6000 (Me: 1 /15/01 10/24/00 Re REDRAWN ALUMINUM FIXED WINDOW s.ae: N TS sneee 7 a/9 PRODUC7 REVISED as eoa'lylnq .NO Itt. Florida Ooldlnq Cede Acceptance No 02- 070 /.0a E.P[ntlo. Dmm_[7q�J -7nZ MIamm a Plod.. Co.leol Drvfilos nrrr,cvED n; COMPLYING '.11l LIE H[4 SOUT I0' B COOE M TE BY PPOr f,T NTROL OIV1510 0uR0ING CODE COMPLIANCE OFFICE A'I F'TANCE /IOC{ 0 -•U3 Oea•,nq No. 550 Window Heights ..at' Widths 19.125 24.000 26.500 `_ s eD 9 ,. 0 • 48.000 60.000 Z o1r/rTRi► 100.00 111.000 120.000 . 000 100.00 100.00 100.00 100.00 100.00 100.00 100.00 mL i i. ital. 100.00 100.00 100. I. 100.00 a [illidd$.l i. 100.00 1 00.00 100.00 7: ; 1107101111 58.00 69.60 65.50 .4 - ari J ►�' 100.00 100.00 100.00 90.60 80.30 63.00 55.80 60.000 100.00 100.00 100.00 90.60 58.00 58.00 58.00 Window Heights a'• ..w Widths -- -_ 19.125 24.000 26.500 Of 9 48.000 60.000 111.000 120.000 26.000 135.00 135.00 135.00 135.00 135.00 135.00 1 .00 122.90 112.60 4 NaTTtna 135.00 135.00 135.00 49 1FXR7an 135.00 135.00 111, :DE/0 69.60 65.50 4 6 - ni tirs.i 135.00 135.00 135.00 L"s iff91,111 135.00 90.60 80.30 `. 9 63.00 55.80 9. •00 135.00 135.00 135.00 90.60 58.00 58.00 58.00 58.00 16" ' .TEMPERED GLAS NOTES: 1.) Negative Design Loads based on Comparative Analysis and Gloss Table ASTM E1300. 2.) Positive Design Loods bosed cn Comparative Analysis and Water Test Pressure. 3.) Numbers are for 110 screws or 3/16" Topcons. 4.) Anchor moximum spacing: 15' Negative Design Loads Positive Design Loads REFERENCE: TEST FTL -2818, 2819, 2820 /1 o Nuhen L. ark. P. E. PE 039712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE - P.O. 80x 1519 NOKOAIIS, FL .14275 NOKOIIIS, 11 J4274 Reed By: F.K. Got.: 8/75/01 Dote: 70 /24/00 Re..e one• REDRAWN PRODUCT RtIVISCO as cooptyleg with tI. flarlda Radial Code Ateeptanor No 02 -0 /. E.rlr.11nn net R y t 911.., //•de reodoct C.ntml nI. L,Inn ArpaovCO nS cCMrkYINC 99111 nc SOUTII )10mOn (WILDING CODE 3M Dr rROD' Ci NTROL DIVISIOF O'JU.OIIIG C.000 COMPLIANCE OFFICE arCEr1ANCE NO Q I' 010 2 . C) J. J Uazofpfon; COMPARATIVE ANALYSIS, NON - IMPACT 3/16T ALUMINUM FIXED WINDOW Sedu /Made?: F -6000 Scott NTS 5neet: 8 i 9 Drawing No. 550 Window Heights Window W dths 19.125 24.000 26.500 37.000 48.000 53.125 60.000 74.000 26.000 100.00 95.10 81.00 78.60 59.20 53.60 48.40 42.20 37.090 100.00 85.70 77.40 40.00 40.00 40.00 37.00 28.90 Window Heights Window W'dths 19.125 24.000 26.500 37.000 48.000 53.125 60.000 74.000 26.000 120.00 95.10 81.00 78.60 59.20 53.60 48.40 42.20 37.000 115.10 85.70 77.40 40.00 40.00 40.00 37.00 28.90 3/7 6 " ANNEALED GLASS NOTES: 1.) Negative Design Loods based on Comporotive Anolysis and Gloss Toble ASTM E1300. 2.) Positive Design Loods based on Comparative Analysis and Water Test Pressure. 3.) Numbers are for #10 screws or 3/16" Topcons. 4.) Anchor maximum spocing: 15" Negative Design Loads Positive Design Loads REFERENCE: TEST FTL -2748, 2756, 2758 R l / 1 / i ( c r L. ark. N39712 Siruccurpl Oro•n Br: J 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOAIIS, FL 34275 NOKOIJIS. FL 34274 Reed Or. Dole: F.K. 8/15/01 Dale 10/14/00 Re.�e�on e; REDRAWN PRODUCT REVISED as complying iel1A 11,p Florida) Rulding Code M.Pteme No - 08 Eepinuon Date Dy AM de .ti Pnd•tt Cnsted DMA. APPROVED AS COMPLYING N 311 TIIE 5OUTH FFQ 1U10 DE DY PROD ' f Ce ROL OIVISION BUILDING COOE COMPLIANCE OFFICE ACCEPTANCE N001 - (1 0 Z• U� Oucnplfon: COMPARATIVE ANALYSIS, NON - IMPACT 3/16A NII,1 ALUMINUM FIXED WINDOW Sen<e /Model: F -6000 Scale: NTS Sheol: 9 o f Orooino Mo. 550 MIAMEDADE BUILDING CODE COiJPLLtNCE OFFICE (BCCO) PRODUCT CONTROL. DIVISION NOTICE OF ACCEPTANCE (NOA) 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 (I3ORA) to be used in Miami Dade County and other areas where allowed by the Authority ( Jurisdiction (AHJ). This NOA shall not be valid after the expiration dale stated helow, The Miarni - Dade County Product Control Division (In Miami Dade County) and /or the A1-UJ (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 Al-IJ 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 date applicable building code. • This product is approved as described herein, and has been designed to comply with the High Velocity I lurricanc Zone of the Florida Building Code. DESCRIPTION: Series "IIR 710" Aluminum horizontal Sliding Window— Non - Impact & Impact Resistant APPROVAL DOCUMENT: Drawing No. 4I I I, titled 'Aluniinun► i Iorizontal Sliding Window", sheets 1 through 5, prepared, signed and scaled by Robert L. Clark, P.E., dated 4/17/02, bearing the Miarni -Dade County I'roduct Control Revision stamp with the Notice of Acceptance number and expiration date by the Mianti -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Smail Missile Impact and Non - 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 t the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date nr if there has been a revision or change in the . materials, use, and /or manufacture of the product or process.'Ntisuse of this NOA as an endorsement of any product, for sales; advertising or any other purposes shall automatically terminate this NOA. Failure to contply with any section of this NOA shall be cause for termination and removal of NOA. AUVE1(UISEMEN - F: The NOA number preceded by the words Minuti - Dade County, Florida, and followed by the expiration date may he 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 he 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- 0518.05 and, consists of this page I as well as approval document Mentioned above. The submitted documentation was reviewed by Raul Rodriguez. MiAMI -DADE COUNTY. FLORIDA METRO -DADE FLA(.LER Bt BIDING 140 WEST FLAGLE:R STREET, St'ITE 1603 MIAMI. FLORfUA 1313 (305) 375 29)1 FAX ( 375 - 2 908 NOA No 02-0419.12 Expiration Date: July 30, 2006 Approval D: e: May 23, 2002 Page I M1AMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Bog 1529 Nokomis, FL 34274 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 bade 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 -101 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 at 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 and shall be available for inspection at the job site at the request of th This NOA revises NOA # 01- 0417.04 and, consists of this page 1 as The submitted documentation was reviewed by Theodore Berman, P. ufa` • cial. 1 do or its distributors ent mentioned above. A No 02- 0701.12 v e ber 22, 2006 y 12, 2002 Page 1 MIA h!I hDADE BUILDING CODE COMPLIANCE O141410E (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) RW Architecturals, Inc. 591 SW 71 Avenue Miami, FL 33194 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 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 AH3 (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 3000 Aluminum Fixed Window — Large Missile Impact Resistant APPROVAL DOCUMENT: Drawing No. W03 - 30, dated 05/07/03, titled "Series —3000 Aluminum Fixed Window ", sheets 1 through 5, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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 , ed y :, sq : m ; ing Official. This NOA revises, renews and replaces NOA # 01 � t ti . r Mons ' o • this page 1 and evidence pages E - thru E -3, as well as approval document mentioned a The submitted documentation was reviewed by Man NOA No 03 -0618.06 iration Date: August 8, 2008 pproval Date: October 2, 2003 Page 1 RW Architecturals, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS - 1. Manufacturer's die drawings and sections. 2. Drawing No W03 - 30, Sheets 1 through 5 of 5, titled "Series -3000 Aluminum Fixed . Windows" , dated 05/07/03, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Large Missile Impact Test per PA 201 -94 5) Cyclic Wind Pressure Loading per PA 203 -94 along with marked -up drawings and installation diagram of a "Series 3000 Aluminum Fixed Window" with 1/4" GE Lexan MR7 polycarbonate glazing, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 1506, dated November 13, 1996, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA #01 1115.03). 2. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 along with marked -up drawings and installation diagram of a "Series 3000 Aluminum Fixed Window" with 3/16" annealed Dupont SentryGlas, glazing, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 1387, dated February 23, 1996, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA #01 1115.03). 3_ Test reports on: 4) Large Missile Impact Test per PA 201 -94 5) Cyclic Wind Pressure Loading per PA 203 -94 along with marked -up Fixed drawings and installation diagram of a "Series 3000 Aluminum T" with 3/16" annealed Dupont Sentryalas ) D_ gla7na , i' rei�ared' by t i. Wiuv v ndow w � - " i•_D p_ J Fenestration Testing Laboratory, Inc., Test Report No. FTL - 1538, dated December 3, 1996, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA #01 1115.03). 4. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 along with marked -up drawings and installation diagram of a 48" x 84" rectangular "Series 3000 Aluminum Fixed Window" with 5/16" laminated glass composed of two lites of 1/8" HS glass w/laminate of 0.090" Saflex/Keepsafe, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 3141, dated 9/26/01, signed and sealed by Luis Figueredo, P.E. (Submitted under NOA #01- 1115.03). E -1 Mane Perez, Product Control Exa NOA No 03 =061 Expiration Date: August 8, 2008 Approval Date: October 2, 2003 RW Architecturals, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 4) Large Missile Impact Test per PA 201 -94 5) Cyclic Wind Pressure Loading per PA 203 -94 along with marked -up drawings and installation diagram of a 48" x 84" rectangular "Series 000 Aluminum Fixed Window" with 5/16 laminated glass composed of two lites of 1/8" HS glass w/laminate of 0.090" Saflex /Keepsafe, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3142, dated 10/9/01, signed and sealed by Luis Figueredo, P.E. (Submitted under NOA #01- 1115.03). 6. Test reports on: 4) Large Missile Impact Test per PA 201 -94 5) Cyclic Wind Pressure Loading per PA 203 -94 along with marked -up drawings and installation diagram of a 48" x 84" rectangular "Series 000 Aluminum Fixed Window" with 5/16" laminated glass composed of two lites of 1 /8" HS glass w/laminate of 0.090" Saflex /Keepsafe, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3143, dated 10/9/01, signed and sealed by Luis Figueredo, P.E. (Submitted under NOA #01- 1115.03). 7. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 along with marked -up drawings and installation diagram of a 39" x 120" rectangular "Series 3000 Aluminum Fixed Window" with 7/16" laminated glass composed of two lites of 3/16" HS glass w/laminate of 0.090" Saflex /Keepsafe, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3144, dated 9/26/01, signed and sealed by Luis Figueredo, P.E. (Submitted under NOA #01- 1115.03). 8. Test reports on: 4) Large Missile Impact Test per PA 201 -94 5) Cyclic Wind Pressure Loading per PA 203 -94 along with marked -up drawings and installation diagram of a 39" x 120" rectangular "Series 3000 Aluminum Fixed Window" with 7/16" laminated glass composed of two lites of 1 f " HS glass �� /l of 0.090" Saflox / , ✓�Kee sa fe � prepared by Fenestration Testing 3/16V pr by nes Laboratory, Inc., Test Report No. FTL -3145, dated 10/9/01, signed and sealed by Luis Figueredo, P.E. (Submitted under NOA #01- 1115.03). 9. Test reports on: 4) Large Missile Impact Test per PA 201 -94 5) Cyclic Wind Pressure Loading per PA 203 -94 along with marked -up drawings and installation diagram of a 39" x 120" arch top "Series 3000 Aluminum Fixed Window" with 7/16" laminated glass composed of two lites of 3/16" HS glass w /laminate of 0.090" Saflex /Keepsafe, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3146, dated 10/9/01, signed and sealed by Luis Figueredo, P.E. (Submitted under NOA #01- 1115.03). E -2 Manuel Perez, Product Control Ex NOA No 03 -06 Expiration Date: August 8, 2008 Approval Date: October 2, 2003 RW Architecturals, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED CALCULATIONS 1. Comparative Analysis and Anchor Calculations dated 11/6/01, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. (Submitted under NOA #01- 1115.03). D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01 - 0205.02 issued to Solutia Inc. for their "Saflex /Keepsafe Maximum" dated 05/17/01, expiring on 05/21/06. F. STATEMENTS 1. Copy of Articles of Incorporation Document #P03000046834, dated April 28, 2003, for RW Architecturals, Inc. from the Department of State of the State of Florida, signed by Glenda E. Hood, Secretary of State. 2. Bill of Sale dated December 23, 2002 between Dade Metals and Ready Windows for NOA # 01- 1115.03, with notarized signature of Harry Stampler, authorized officer. of Stampler Auctions. 3. Bill of Sale dated December 23, 2002 between Dade Metals and Ready Windows for a total of three additional NOA's , with notarized signature of Harry Stampler, authorized officer of Stampler Auctions. 4. Letter from Dade Metals Corporation stating that they no longer manufacture the Series 3000 Aluminum Fixed Window, give up all rights to this NOA and request that it be rescinded and confirms that they have sold NOA and all assets to Ready Window Sales & Service Corp.. dated August 12, 2003, signed by Steven P, Davis, president, Dade Metals Corporation. 5. Letter stating that Ready Windows Sales & Service Corp. and RW Architecturals, Inc. both belong to the same owner, that being Mr. Ricardo E. Suarez, dated 08/28/2003, signed by Mr. Ricardo E. Suarez. G. OTHER 1. Notice of Acceptance No. 01 - 1115.03, issued to Dade Metals Corporation for their Series 3000 Aluminum Fixed Window — Impact Resistant, approved on 06/29/00 and expiring on 08/28/03. E -3 Manuel • erez, P. Product Control Exami NOA No 03 =0618. Expiration Date: August 8, 2008 Approval Date: October 2, 2003 M 1 A M DDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 PGT 1070 Technology Drive Nokomis, FL 34275 SCOPE: i NOA is being issued ed n er th applicable r and 1 the f, construction i _s_. Th s _ O_ being .,,s1.,.. nd.,. rr ...zb nil es regulations governing t we :.,c of wi�u u�,uvii tuaiei at5. 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 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 Hun Zone of the Florida Building Code. DESCRIPTION: Series "SH- 701" Aluminum Single Hung Window Impact and Non - Impact APPROVAL DOCUMENT: Drawing No. 4032, titled "Aluminum Single Hung Window ", sheets 1 through 8, prepared, signed and sealed by Robert L. Clark, P.E., dated 4/17/02, 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 and Non- 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 sit .e es . i Building Official. This NOA revises NOA It 01- 0109.01and, con s io; s p,e 1 ell as approval document mentioned above. The submitted documentation was reviewed by NOA No 02 -0419.13 Expiration Date: February 25, 2006 Approval Date: May 23, 2002 Page 1 M1AMIDAI)E BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations goveming 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: 1 "x Heavy Wall- Aluminum Tube Clipped Mullion APPROVAL DOCUMENT: Drawing No. 6621, titled "1 " Heavy Wall Mullion Arrangement Detail ", sheets 1 through 6 of 6, prepared, signed and sealed by Robert L.Clark, P.E., dated 5/24/01, 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 ", 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 # 01- 0323.02 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. 56 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02 -0701.09 Expiration Date: June 28, 2006 Approval Date: July 12, 2002 Page 1 4.4 I GLAZING PRODUCT qk :Jr: TYP. MULLION GLAZING PRODUCT :ue GLAZING PRODUCT 1E1 GLAZING PRODUCT H ANCHORS: TYPE B" C' OR D' BOTH ENDS TYP. MULLION WaW1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = W OR W 1 +W2 MULL LENGTH = H ANCHORS: TYPE'S". C' OR D' BOTH ENDS H NOTES; 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3, 5 AND 6 W GLAZING PRO1)!KT H2 TYP. MULLION GLAZING PRODUCT H1 H = H1+H2 j1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = H 01? H1 +H2 MULL LENGTH = W 2. WINDOWS MAY BE MULLED TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT AND NON— IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 ANCHORS: TYPE B". • C" OR D' BOTH ENDS (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M1) M4X OPENING = H OR H 1 +H2 MULL LENGTH = W OR W 1 +W2 M2) MAX OPENING = W 01? W 1 +W2 MULL LENGTH = H1 /Z �G�� Robert L. P.E. P.E. #39712 W1 w—� W W2H W =W1 +W2 H — HI +H2 ItT INDUSTRIES ANCHORS TYPE A' rRO DUCrREVISED as eesplOw.1116. 9Melds alikg 0.6 AsmieRme No 02- o 7-a. 09 Bete Bede Roden Control DieYM 1070 TECHNOLOGY DRNE NOKOMIS. FL 34275 P.O. BOX 7529 NOKOMIS, FL 34274 ANCHORS: TYPE. B' C ' OR '"D", BOTH ENDS Rend or r Doren By: P.J.P. w Wi I W2 W3 W W W 1 +W2 +W3 H = HI+H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 Chkd Ely• Dote: Dote: 4/28/00 Ossatation: 1 " HEAVY WALL MULLION ARRANGEMENT DETAIL Saies/MOak MULLS Revisions: Scab: ix Sheer. 1 APPROVED AS COMPLYI wRH of tramme rUTH OL°NINON COOS COMPLIANCE OFFICE ACCEPTANCE NO. 01 - " ' 432- dawnp No 6621 Row GLAZING I PRODUCT qk H II •I1 TYP. MULLION GLAZING PRODUCT I GLAZING PRODUCT ANCHORS: TYPE B" C' OR D' BOTH ENDS TYP. MULLION WaW1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = W OR W 1 +W2 MULL LENGTH = H ANCHORS: TYPE'S". C' OR D' BOTH ENDS H NOTES; 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3, 5 AND 6 W GLAZING PRO1)!KT H2 TYP. MULLION GLAZING PRODUCT H1 H = H1+H2 j1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = H 01? H1 +H2 MULL LENGTH = W 2. WINDOWS MAY BE MULLED TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT AND NON— IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 ANCHORS: TYPE B". • C" OR D' BOTH ENDS (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M1) M4X OPENING = H OR H 1 +H2 MULL LENGTH = W OR W 1 +W2 M2) MAX OPENING = W 01? W 1 +W2 MULL LENGTH = H1 /Z �G�� Robert L. P.E. P.E. #39712 W1 w—� W W2H W =W1 +W2 H — HI +H2 ItT INDUSTRIES ANCHORS TYPE A' rRO DUCrREVISED as eesplOw.1116. 9Melds alikg 0.6 AsmieRme No 02- o 7-a. 09 Bete Bede Roden Control DieYM 1070 TECHNOLOGY DRNE NOKOMIS. FL 34275 P.O. BOX 7529 NOKOMIS, FL 34274 ANCHORS: TYPE. B' C ' OR '"D", BOTH ENDS Rend or r Doren By: P.J.P. w Wi I W2 W3 W W W 1 +W2 +W3 H = HI+H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 Chkd Ely• Dote: Dote: 4/28/00 Ossatation: 1 " HEAVY WALL MULLION ARRANGEMENT DETAIL Saies/MOak MULLS Revisions: Scab: ix Sheer. 1 APPROVED AS COMPLYI wRH of tramme rUTH OL°NINON COOS COMPLIANCE OFFICE ACCEPTANCE NO. 01 - " ' 432- dawnp No 6621 Row MULLION CLIP CUT FLANGES OFT OF MULL CLIP TO FORM A U -CHANNEL AND INSTALL AS SHOWN TYPICAL MULLION TO MULLION INSTALLATION TYPE A" 2h b 1 (7YP ( i WOOD BUCK r __2" OR 4 "--j TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK TYPE B ". NOTE: 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEETS 5 & 6. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL —TO —CLIP IS THE SAME 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. r 2" /12 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) OR A L FASTENERS H/) MUST BE 610E COUNTY APPROVED. SEE NOTE /1 Robert L. dark P.E. P.E. 039712 Str PRU I1z7 MUSED emptying .u11.Halide Baia" Cede Asaghasa Na -D O. e. Dee I INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 1 ----2" OR 4 "1 TOPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. TYPE "C". MOO 2 (TrP BUCK MW. MW. r 2" OR 4" TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC. TYPE "0". Rered By: rata Drown By: P.J.P. Chkd 8y: rte: Date: 4/28/00 RevOioae. /12 F.H. S.Y.S. STAGGERED ON OPPOSITE SIDES (50 AS NOT 10 INTERFERE WIN EACH OTHER) SEE NOTE /1 MIN. I v TAPCON (246/) MW. 1} PENETRATION INTO CONCRETE OR BLOCK STRUCTURE ALL FASTENERS MUST BE DADE COUNTY APPROVED. SEE NOTE /1 112 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (50 .45 NOT TO INTERFERE WITH EACH OTHER) SEE NOTE /1 MW. 11j" TAPCON (246/) MIN. 1} PENE7RA710N INTO CONCRETE OR BLOCK STRUCTURE ALL FASTENERS MUST BE 610E COUNTY '• .APPROVED. SEE NOTE /I APPROVED AS COMPLYING KITH THE SOUTH OA, 1 1,1 PROD TC '•' DMSION • Burial" CODE COMPLIANCE OFFICE ACCEPTANCE NO. al "O7a 62 0.acrtption: 1" HEAVY WALL MULLION & CLIP INSTALLATION DETAIL SMee/NodM. Scale: Sheath Drawing No. Rev: 1529 NOKOMI , 34274 MULLS 1 X 2016 6621 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 REQD FOR YOUR SPECIFIC APPLICATION. CLIP LENGTH CHART FOR 1 x MULL MULL SIZE 1 x 2 x I 1 x 21 x 1 x 2] x 1 x 4 x 1 4 NOTE: 1. REFERENCE 4 MAX MULL CLIP TWO (2) ANCHOR LOCATIONS EXTRUSION DWG / 1099 MIN. FROM ENDS (TYP) 1 a MULL CLIP W/TABS REMOVED TWO (2) ANCHOR LOCATIONS EXTRUSION DWG / 1099 8 MIN. FROM ENDS (TYP) 1 " MULL CLIP THREE (3) ANCHOR LOCATIONS EXTRUSION DWG / 1099 MIN. FROM ENDS (TYP) 11+ 1- 1 " MULL CLIP W/TABS REMOVED THREE (3) ANCHOR LOCATION$ EXTRUSION DWG / 1099 PRODUCT REVISED ▪ empgl.t - . W WwYI Mien Ceam Aecrtasca M o O ?OJ t Hw il o�M D arn. 1 14 MAX. 4 MAX. f'(2 TEST REPORT FTL -2902. 29C3 AND 2975 ?P/Z- 57 J(. MIN. FROM }. ENDS (TYP) 8 MIN.- 1 " MULL CLIP FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG / W99 8 MIN. FROM ENDS (TYP) 1 I 1" MULL CLIP WA REMOVED FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG / 1099 INDUSTRIES L O - - -e - -� Rowed 9 Y Date: Drawn By P.J.P. 1iIIe 1070 TECHNOLOGY DRIVE V.O. BOX 1529 NOKOMIS. FL J1275 NOKOMIS. FL 34274 Senaa/UodN MULLS -14 MAX CAkd 9y: rate.. Date: 5/21/01 Description: ANCHOR LOCATIONS MULLION CLIP A 2 M1N.- 1 a MULL CLIP SIX (6) ANCHOR LOCATIONS EXTRUSION DWG / 1099 8 MIN. FROM ENDS (TYP) I I 1- � A' 1 ° MULL CLIP W/TABS REMOVED SIX (6) ANCHOR LOCATIONS EXTRUSION DWG /AEO AS COMPLYING MTH THE SOUTH FF BUILDING CODE 9Y iL 0 PRO.. T•. TROLDMSION BIRDWG CODE COMPUANCE OFRCE Revisions: ACCEPTANCE NO. .9 -o S ZT. Scala: Staet: 3 at 6 MIN. FROM ENDS (TYP) Drawing No. 6621 Raw. t r 3 4 3 8 NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 1 r 21 32 1 x HEAVY WALL MULLS MAT'L: 6063 —T6 4 } ITT INDUSTRIES Rend Br rate: Brown Br P.J. P. Robert L. Clark, P A070 IECNNOLOCY DRIVE P.O. BOX 1529 P.E. #39712 NOKOMIS, FL 34275 NOKOMIS, FL 34274 PRODUCT' yysyd 04160110:10 tetl W P itto Bha BY time ce.ny brkE Br r . Outer /22/00 1 4 ■ 3 8 1 Redakels: f 8 APPROVED AS COMPLYING WITH THE SOUTH F19RS A &AIDING CODE By MoW JUN 4 PRO y" ' ROL DIVISION . SIAIDING CODE COMPLIANCE OFRCE ACCEPTANCENO. 07-0327.62 Description. 1" HEAVY WALL MULLION PROFILES Ser .vm. Oeh. MULLS Scale: lx Sheet 40 Drawing No 6621 Raw. 1 x2x.375 2 Anchors 50 1x2.75x.375 3/4 Anchors 42 155 48 129 50.625 115 54 94 60 67 63 58 66 50 72 38 76 32 78 30 84 24 90 19 96 16 108 - 111 - 144 - 42 48 50.625 54 60 63 66 170 170 170 166 145 131 113 50 170 170 170 1701170 170 161 170 1471170 152 131 113 97 60 142 116 100 81 58 49 43 32 27 25 20 16 60 1271131 112 97 99 85 70 134 107 91 73 51 44 38 29 24 22 17 70 1701170 1611170 148 135 1161116 99 85 OPENING WIDTH IN INCHES 80 90 100 110 130 102 85 68 47 40 34 26 22 20 16 1701170 1541170 140 126 153 1011107 90 1 90 77 1 77 72 86 86 73 73 65 65 58 58 76 73 73 62 62 54 54 4949 78 67 67 57 57 50 50 45 84 54 54 45 45 40 40 35 4 35 90 43 43 37 37 32 32 28 28 96 36 36 30 30 26 26 23 23 108 25 25 21 21 18 18 16 16 111 23 23 19 19 17 17 15 15 144 - - - - - - - - 1001100 96 1 96 84 1 84 80 ; 80 72 54 45 41 32 26 21 130 100 82 64 44 37 32 24 20 18 72 68 54 50 45 42 41 38 32 30 26 24 21 19 130 99 80 63 42 35 30 22 18 17 68 50 42 38 30 24 19 130 99 80 62 41 34 29 21 17 16 OPENING WIDTH IN INCHES 80 90 100 110 1701170 1701170 1701170 170170 1501170 1491170 1491170 1491170 136 134 134 134 1211146 1191142 1181141 1181141 93 1 93 77 77 65 1 65 76 64 120 92 192 48148 46 46 40140 38 38 36 35 35 28 i 28 27 1 27 22 22 21 1 21 18 18 17 ! 17 120 130 160 130 130 130 99 99 99 80 80 80 62 62 62 41 41 41 34 34 34 28 28 28 20 20 20 17 16 16 15 15 - - 1 - 1 76 64 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 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 130 1701170 170 1491170 1491170 134 134 1181141 1181141 92 1 92 76 1 76 63 163 45 ! 45 37137 33 26126 20 20 16 16 92 1 92 76 63 44 36 32 19 15 160 ,et 43 A '397/ Z 76 63 44 36 32 24 24 19 15 INDUSTRIES Re.sd By. nt4: �Opening4 Width - Opening Width L P.J.P. Vertical Mull Br: Dots: 4/28/00 Sene./4odet 1070 TECHNOLOGY DRIVE P.O. 80X 1529 NOKOMIS. FL 34275 NOKOMIS. FL 34274 MULLS --[ Mull Length Horizontal Mull Mull Length Multiple Mulled Units Mull Length \Opening Width 00.niption: PRESSURE CHARTS Revisions: 1" HEAVY WALL MULLION Scots NTS SAnt: 5 of 6 PRODUCT REVISED as complying wild tb }Urfa Baktl.g Code Accept.m No 02. OWL 0 Date oelzaNO` atL /Mad Gimbel APPROVED AS COMPLYING WITH TNT SOUTH FLORIDA BUILDING CODE I PRO. yy .. -.• DIVISION BURDDIG CODE COMPLIANCE OFFICE ACCEPTANCE NO. 0 i - °t Oroeing No 6621 R 1 x2.75x.650 3/4 Anchors O 42 48 50.625 54 60 170!170 1601170 148 1354155 1171134 170 1411161 129 1161133 99 1113 1701176 1381158 125 112,128 941107 170170 1701170 166 1524170 1331152 63 66 72 76 78 84 90 1251143 1181135 106 91 491 84184 67467 54154 96 108 111 144, 42 48 50.625 54 60 63 66 72 76 78 84 90 OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 44144 31 131 29 1 29 1 x4x.375 4/6 Anchors 50 1701170 1701170 1701170 154 1444170 140 1281138 1121112 108 64 i 64 54 111 59 ! 59 50 144 27 i 27 22 1101126 1031118 92 92 77177 71 1 71 57157 46 1 46 24 1 24 17 1 17 26 [26 18 j 18 38438 26 126 24 1 24 60 170 1701170 170 170,170 1701170 1591170 1501170 134 1254160 121 1111117 95 1 95 96 92 ! 92 78 78 67 54 47 50 43 22 19 170170 1481169 136 124 1061122 99 1114 93 1107 81 1 81 6868 63 1 63 50 1 50 40 140 33 1 33 23 1 23 21 1 21 70 1701170 1701170 170 1701170 170 1691170 1701170 1701170 170 1701170 1541170 144;170 1351170 120 1121140 108 98 1102 82182 92 1105 86197 73 61 161 56 1 56 44 444 36 1 36 29 1 29 20 1 20 18 1 18 OPENING WIDTH IN INCHES 80 170 1701170 1701170 1701170 170!170 170!170 157,170 1431170 1331170 1251170 1101148 102!126 99 1116 90 74 1 74 67 60 ! 60 54 47 42142 37 43 38 1 38 34 19 17, 17 15 87199 81 1 90 67 56456 51 1 51 40 140 32 1 32 17 1 17 90 100 110 120 130 160 170 1621170 1361170 1261170 1171166 103 95 4116 67167 170!170 137j157 123 1091125 90 1103 80 91 73 1 80 83195 77 1 85 63 1 63 5252 48 37437 30 1 30 15 1 15 1701170 1701170 170 158 1311170 1211170 1121156 98 1127 90 1108 92 1 106 83 , 83 87 1 99 77177 62 1 62 54 50 ! 50 47 37 34134 32 34 31 1 31 29 15 170 1371157 123 108,124 88 1101 170 1701157 154 108,124 88 1100 81193 75 1 82 60160 49 1 49 45 1 45 35 ; 35 28128 2323 15115 - I - - 1 - I 1281170 1171169 1081150 94 1 120 86 1102 83 1 93 73473 58 158 47 44 44 42 32 30 29 27 170 1371157 123 108 88 1100 58 1 58 47 147 43 1 43 33 ; 33 26 126 21 1 21 I 1 - 1 - 1 1701170 1701170 170 1571170 170!170 1701170 170 1571170 1271170 1161166 1061145 91 1 115 83498 80 1 89 69169 54154 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 30 28 27 26 170170 1701157 123 108,124 88 1100 80191 73179 56 1 56 46 446 42 1 42 32 1 32 25 1 25 20 1 20 - 1 - 1 - 1271170 1161165 1051144 89 1 112 81 1 95 78 66166 52 1 52 80 91 73 1 79 56 45 4 45 40 1 40 30130 23 1 23 18 1 18 - 1 - 1701170 1701170 170 1571170 1271170 116165 1051144 88 1111 79193 75 62162 48 1 48 42 38 ! 38 28 25 125 26 233 _ / et_ 5,7 /L INDUSTRIES Retie By 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. FL 34275 NOKOMIS. FL 34274 Vertical Mull 1 ___Opening� Width ---[ Mull Length Horizontal Mull F Opening Width L Mull Length Multiple Mulled Units \Opening Width Mull Length Date: Drawn Br P.J.P. CAkd By Dote: Date: 4/28/00 Revisions: Description: PRESSURE CHARTS Atte: 1 " HEAVY WALL MULLION Series/Mod& MULLS Scoter. NTS Sheet: 6 a 1 6 PRODUCT REVISED as eusp¢izaElblbeMelds Magna ODOR" Cage oz oWI.09 Da EY Miami Rde Predaet =teal Dhbioe APPROVED AS COMPLYING MATH THE SOUTH CLQtj1M BUILD! NG cow BY PRO r o-.NTROLOV7SION BUILDING CODE COMPIAPCE OPRCE ACCEPTANCE ND 01 - 3 a 1 ' ° Z Droning No. 6621 Row MIA M MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 tcsting 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 "PW- 701" Aluminum Fixed Window- Impact APPROVAL DOCUMENT: Drawing No. 4214, titled "Aluminum Fixed Impact Window ", sheets 1 through 4 of 4, prepared by manufacturer dated 02 -16 -98 and last revised on 09- 09 -02, signed and sealed by Robert L.Clark, P.E., bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large 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 revises and renews NOA # 99- 0218.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02 -0716.03 Expiration Date: October 03, 2007 Approval Date: October 03, 2002 Page 1 COMPARATIVE ANALYSIS TABLE 1. FTL -1971 DESIGN PRESSURE RATING FOR GLASS TYPE - 7/16" LAMINATED (3/16 "HS,.090",3 /16 "HS) WINDOW WIDTH WINDOW HEIGHT 76.000 78.000 80.000 84.000 90.000 96.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 41.000 -90.0 90.0 -90.0 90.0 - 90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 42.000 -90 0 90.0 -90.0 90.0 - 90.0 90.0 -90.0 90.0 -90.0 90.0 -89.3 89.3 43.000 -900 90.0 -90.0 90.0 - 90.0 90.0 -90.0 90.0 -89.7 89.7 -86.5 86.5 4.4.000 -90.0 90.0 -90.0 90.0 - 90.0 90.0 -90.0 90.0 -87.3 87.3 - 84.0 84.0 45.000 -90.0 90.0 -90.0 90.0 - 90.0 90.0 -88.1 88.1 -85.2 85.2 -81.8 81.8 46.000 -900 90.0 -90.0 90.0 - 90.0 90.0 -86.7 86.7 -83.3 83.3 -79.8 79.8. 47.000 -90.0 90.0 -90.0 90.0 -87.8 87.8 -85.2 85.2 -81.6 81.6 -77.3 77.3:_ 48.000 -90.0 90.0 -87.9 87.9 - 86.3 86.3 -83.6 83.6 -79.9 79.9 -74.8 74.8 96" MAX. WINDOW HEIGHT 93" MAX. DAYLIGHT OPENING 6 1 /4 " MAX. 48" MAX. WINDOW WIDTH 45" MAX. DAYLIGHT OPENING LARGE MISSILE IMPACT WINDOWS 1.) GLAZING DETAIL: 7/16 - (.454) LAMINATED GLASS CONSISTING OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER SAFLEX PV8 BY SOLUTIA OR DUPONT WITH BUTACITE AND 3/16" HEAT STRENGTHENED GLASS. 2.) CONFIGURATIONS: "0" 3.) DESIGN PRESSURE RATING: SEE TABLE 1. 4.) ANCHORAGE: (SEE EMBEDMENT DETAIL SHT. 4 OF 4) MAX. 6 1/4" FROM EACH CORNER (HEAD & SILL) MAX. 6 3/4" FROM EACH CORNER (JAMBS) MAX. 0. C. AT HEAD & SILL = 17" W/ 1/4" TAPCONS A MAX. 0.C. AT HEAD & SILL = 13" W/ #14 SCREWS MAX. 0.C. AT JAMBS = 13 1/4" W/ 1 /4 " TAPCONS MAX. 0.C. AT JAMBS = 11 1/4" W/ #14 SCREWS 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: F7L -1971 7.) INSTALLATION OF 1x OR 2x BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICE. 13 1 /4 " MAX. 0.C. W/ TAPCONS F 11 1/4" MAX. O.C. W/ #14 SCREWS f 6 3/4" MAX. 17 MAX. O.C. W/ TAPCONS 13 MAX. 0.C. W/ #14 SCREWS Rooert L. Clark, P.E. FE Ij39772 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Raved By. F.K. Raved By: F.K. Rand By: F.K. Rend By: F.K. Raved By: F.K. Raved By: 0.8. Drown By: D.B. Series /Yodel: PW - 701 Date: 9/9/02 Date: 8/13/02 Date: 7/10/02 Dote: 5/9/02 Dote: 11/6/01 Dote: 1/29/99 Date: 2/16/98 Description: ELEVATION Scala: NTS ReNaions: F - REVISE ANCHORS SPACING Revisions: E - RENSE ANCHORS & NOIES Revisions: D REMOVE TEMPER OP1 Revisions: C - ADD COMP. ANAL. TABLE Revisions: 8 - T8 & ADD EXTR. Revisions: Sheet: 1 a1 4 OF resent rilsoimo all Cede •M 6M Pbefd, �� @� Ne 02- 0716.0 rIrereB as , up Is4 1 L.4w..e{c Irrr a slid Title: ALUMINUM FIXED IMPACT WINDOW Orating No. 4214 R ITEM 1 2 3 4 Frame Head & Sill Frame Jambs .688 x .500 Channel Glaz. Bead Seam Sealer DESCRIPTION Closed Cell Foam Tape 6 8 x 1.000 Ph. Pn. SMS 7 Silicon Bock bedding 8 7/16" (.454) W /5OLUTIA PVS INTERLAYER 9 7/16" (.454) W /DUPONT PVB INTERLAYER 10 #6 x .875 Ph. FI. Self —tap O FRAME HEAD & SILL 6063 —T5 ALUM. V.T.# 612241 612242 6533402 6SM55W 61308 781PQA 62899C 7PWSW 2.784 .874 n p r 1 l lJ L—J .312 062 .68 /7,--- Sit Robert L. Clark. P.E. PE #39712 Structural 1 eo. 2 4 QTY. /LOCATION 4 (between bead & glass 8 (Frame Assy. screws 1 Bead screws. 2 1/2" from end, 20" centers 2.784 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 — -- .312 Raved By. F.K. Roved By F.K. Raved By. F.K. Rend By: F.K. Rend 8y: F.K. Rand By, D.B. brown D.B. Senes/Modet: PW - 701 Dote, 2/16/ .688 H .874 -- O FRAME JAMB 6063 —T5 ALUM. Scab: NTS Sheet: Alumax Alumax Alumax VENDOR Schnee — Morehead Stik —Il Merchants Dow Corning H.P.G. H.P.G. Fastec 2 of 4 .688 or Date: 5/9/02 Date: 11/6/01 Dote: 1/29/99 Revisions: NO CHG THIS SHT Revisions: TB & ADD EXTR. Revisions: Dote: Revision.: 9/9/02 F — NO CHG THIS SHT Dote: Revisions: 8/13/02 E — ADD DIM., ORIENT. Dote: Revisions: 7/10/02 D —NO CHG THIS SHT Fasteners --1 �-- .062 F .500 O GLAZING BEAD 6063 —T5 ALUM. PRODUCT R&V1S8A = OD* vUd Re Marks Cade t o7/ k..w.,.R.o - 6• 63 Fyra. ors OCT oArsao} 4 1544 .11.1.104(d, Mod Dade Prokke Gard EXTRUSION PROFILES & B.O.M. Tine ALUMINUM FIXED IMPACT WINDOW Omring No. 4214 VENDOR NO. AF -12241 AF -12242 AF- 533402 SM5504 1308 899 R MAX. HEIGHT 2.784 MAX. DAYLIGHT OPENING = WINDOW HEIGHT — 3" L VERTICAL SECTION HORIZONTAL SECTION 3/16" HEAT STRENGTHENED OR Robert L. Clark, P.E. PE #39712 Structural MAX. DAYLIGHT OPENING = WINDOW WIDTH — 3" INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 MAX. WIDTH .090 INTERLAYER (SAFLEX BY SOLUTL4 OR DUPONT W /BUTACITE) 3/16" HEAT STRENGTHENED 7/16" GLASS BITE Rand By: Dote: D 1/29/99 Drown By Dote: D.B. 2/16/98 GLAZING DETAIL: 7/16" LAMINATED GLASS Rand By: Dote: Revision,: F.K. 9/9/02 F — NO CHG THIS SHT Rend Or Dote: Revisions F.K. 8/13/02 E — CHG INTERL, & DESIG. Rend By Dote: Revisions: PRODUCT REVISED F.K. 7/10/02 D REMOVE TEMPER OPT =bre WearFlorida Revad By: Dote: Revisions: F.K. 5/9/02 ADD TEMPERED GLASS Rend By: Dote: Revisions: F.K. 11/6/01 TB & GLAZING DET. Revisions Description SECTIONS & GLAZING DETAIL 2.784 QtL 0.0.9 ley q Mini We/feed/id Card DpNSe Title: ALUMINUM FIXED IMPACT WINDOW Series /Mode Scots: Sheet: Drawing No. Rev. PW -701 NTS 3 a 4 4214 F 1/4" TAPCON (SEE NOTE 1) 1/4" MAX. TYP. HEAD, SILL JAMB 1 1/4" MIN. an d a a INSTALLATION OF 1 x WOOD BUCK TO SUBSTRATE TO BE ENGINEERED SEPARATELY. NOTES: 1. USE MIAMI —DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. REFERENCE TEST REPORT: FTL -1971 #14 PANHEAD Robert L. Clark. P.E. PE 639712 Structural 1/4" -t MAX. 1 1/2 (� MIN. TYP. HEAD, SILL JAMB T ■ INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revad BY F.K. Raved By: F.K. Raved By F. K. Rend By F.K. Raved By F.K. Raved By D. B. Omen By. D. B. Description: rata: Senas /Model: PW -701 Dote: 9/9/02 a Bate: 8/13/02 Date: 7/10/02 Dote: 5/9/02 Onto: 11/6/01 Date: 1/29/99 2 /16/98 ANCHORAGE ALUMINUM FIXED IMPACT WINDOW Scale NTS INSTALLATION OF 2 x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BLDG. OFFICIAL. Reviaaru: F —CHG SCREWS TO /14 Revisions: E —CHG BUCK NOTES Revisions: D —NO CHG THIS SHT Revisions: ADD 1/4 TAPCON & NOTE Revisions: TB & NOTES Revisions: Shoot: 4 at 4 PRODUCT WISED - ,_ .I Ike Plaids Amavesta w Oa I * . a Dr. ocroa,seo?- g kS44 (...LAIAAA IOW Oak kiiiiCullyd MAW O,oeine No. 4214 Rev: • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series SWD -101 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 ", 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 # 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 I.30 • • 1 x W000 BUCK 1/4* TAPCON ® TYP. HEAD 1/4" TAPCON in, • • • TYP SILL kit F IE40 TYP. HEAD ® .113 1 114000 1/4" TAPCON li BUCK TYP. JAMB GROUT 1AUST TRANSFER SHEAR LOAD ID SUR 9A7 Robert L. Clark, P.E. P.E. #39712 Structural ITEM DESCRIPTION 1 DOOR HEAD/SILL 2 DCOR JAMB (HINGED) 3 DOOR ASTRAGAL 4 .250 x .187 F7NSEAL STRIP 5 DCOR W—STRIP CHANNEL 6 FRAME JAMB 7 FRAME HEAD 8 ciAziNG BEAD (ROLL FORM) 9 OL'TSWING THRESHOLD 10 5/16x18 THREADED ROD 11 TRUSS CLAMP 12 5/16x1/16 TRUSS WASHER 13 5/16x18 TRUSS NUT 14 FRAME SCR. COVER CAP 15 STRIKE PLATE 16 STRIKE RATE INSERT 17 10x374 SCR. FLT. HD PHIL 18 HINGE ASSY. 19 10x.625 FLT. HD. PHIL 20 10x1 2 FLT. HD. PHIL. 21 TCP sorr. SLIDE BOLT LOCK 22 6x1/2 FLT. HD. PHIL 23 8x1 1/2 SCR. PN HD. 00A0. 24 SEAM SEALER 25 LOCK SUPPORT ASS'Y. 26 6x3/4 FLT. HD. PHIL 27 .200 x .190 QLON 28 .375 x .190 QLON 29 3 POINT LOCK ASS'Y. 30 LOCK (ACTIVE' 31 LCCK (DUMMY) 32 DEAD—BOLT LOCK 33 .401 LAM. W/MONSANTO 34 SILICONE 35 112 Ph. Pn. SMS 36 1,'4 TAPCON 37 .401 1AM. W/DUPONT 38 .454 LAM. W/DUPONT 39 .454 LAM. W/MONSANTO 40 2 POINT LOCK ASSY. 41 /1 x .75 Ph. F1. Tek &auna: 0) added 2 pt. lock info *Nodal: Revd EV: 'Dots: Da 11/17/00 Drawn ity: D.B. Chkd 8y: Data: Dcds: 2/16/98 V. T. 60375 60376 60377 67924G 60379 60380 60411 65170 61069M 6TRODA 60378M 7WASHA 7JNUTA 41722W 7955X 41721 710.34,4 7FRMOW 71058FP 710X12PPW 41720 7612FVY 78112A 6SM55W 4UBLOK 7634F 69200K 6Q300W FDJPTAY 7LOKAP 7LOKIP 7BLTIP 62899C 7834FPT OescrthUon: PGT NO: QTY./DESCRIPTION 8 (2/each door top & bot. rail) 4 1/door top & bot. rail) 27ea. door top & bot. 8 2 ea. door top & bot. rail 8 roil 8 2/ea. door top & bot. rail 6 (3 f ame iambs) 26 6 tun • e — hin • e—door amb 30 GT hinge &hinge— f rame iamb 2 (1 top/bot. of 1.h. astragal 4 (2/slide bolt locks) 12 (6/head & sill) 3 1/lock) 6 2/lock support ossv.) FASTEC INDUSTRIAL 5 1 ostra als fr. 'ambs & head) SCHLEGEL CORP. 4 1 astroaals & frame jambs) SCHLEGEL CORP. 1 r.h. astragal PGT INDUSTRIES 1 r.h. astragal HARLOC 1 r.h. °straw! 1 0 r.h. astragal 1 1 (0 r.h. astragal) Toiereneos 011,., Nat Frocarfc * 1/64 bicker .01 (band .000 f Angulo: 11' SorfosAlodth SWD-101 PRODUCT REVfSED camplytog with the Florida Bidding Cade Reaptanco No 0 - /01. 2 eireattoo 0111 .4 Oahe Paden Cothul DIrkir ( French Door — Anchorage B.O.M. VENDOR NO: 1070 Technology Dr. Nokomis, F7. 34275 Scots: VENDOR VENDOR # ALUMAX AF-10375 ALUMAX AF-10376 ALUMAX AF-10377 SCHLEGEL CORP. FS7924-187 ALUMAX AF-10379 ALUMAX AF-10380 ALUMAX AF-12376 FLORIDA SCREEN ALUMAX AF-12375 FASTEC INDUSTRIAL ALUMAX AF-10378 FASTEC INDUSTRIAL FASTEC INDUSTRIAL PGT INDUSTRIES CAMCORP PGT INDUSTRIES MERCHANTS FASTENER NATIONWIDE IND. MERCHANTS FASTENER MERCHANTS FASTENER PGT INDUSTRIES MERCHANTS FASTENER FASTEC INDUSTRIAL SCHNEE MOREHEAD PGT INDUSTRIES HARLOC HARLOC H.P.G. DOW CORNING H.P.G. H P G H.P.G. PGT INDUSTRIES SPENCER PRODUCTS KIODUCT fittNtIWED • ACCEPTANCli No. 014 ‘1' nArr Never-tut:22,20ot, e PROWL • tararakwout 4%4;7174n INDUSTRIES Sheet Onnvfng No 4 971 41722W 41721 41720 SM5504 4UBLOK Q200X190 Q375x190 FDJPTAY 100 880 820 899 Row 13" MAX. ON CENTER TYP. HEAD & SILL SEALANT ON FRAME CORNERS & PANEL CORNERS 95.750 4AVG 2 POINT LOCK .. OPTION Jta 71.750 km ' 1.) GLAZING: .401 /.464 LAMINATED W /INTERLAYER (MONSANTO OR DUPONT) 2.) CONFIGURATIONS X, XX 1 -.- 7 1/2" .3.) DESIGN PRESSURE RATING: 3o) .464 LAM.: +75 P.S.F. -75 P.S.F. 3b) .401 LAM.: +60 P.S.F. -60 P.S.F. 4.) ANCHORS: 5 1/2' MAX. 7 1/2' FROM CORNERS (HEAD & SILL) J I MAX. 5 1/2" FROM CORNERS (JAMB) \ -7 MAX. SPACING AT HEAD & SILL: 13.000 MAX. SPACING AT JAMB: 13.500 \ 13.5' 5.) NO SHUTTERS REQUIRED \ 6.) REFERENCE TEST REPORT :: FTL -2241 \ ' 7.) FOR LOCKING ASSEMBLY OPTION - SEE SHEET 3 OF 4 \ \ lYP. MAX. 5 1/2" 7 1/2" --IF I 7 1/2' I F+ 13" -] MAX. SEALANT ON ON CENTER FRAME CORNERS TYP. HEAD & SILL & PANEL CORNERS Robert L Clark, P.E. P.E. #39712 Structural Revisions: D) added 2pt lock info YoteAal• Rend By: to: 0.8. 111/17/00 Dm.n By: D.B. Ch 40 ey: Dote: Drn. 5/1 rslertmees Wes, Ned; F,octi»e * 1/64 Oeehd .oa 4 • 040t,d .0t0 4 Mpdrr 4 1' SeNes/NcOet SW0 -101 Description: French Door — X, XX PDT 140: LARGE MISSLE IMPACT DOORS VENDOR NO: 1070 Technology Dr. Nokomis, Fl. 34275 Scot.: PRODUCT REVISED as complying • d w iI We Florid. Acceptant No 02-0W Date t1 aT �yf Ode Nader Cesbal D Klea PRODUCT RENEWED ACCEITANCE Mo dl- G t{1-1 .04 EXPIRATION DAlF. roultta 12 Zmf) 1)Y \54. \ .ua� PRODUCT CONTS4K, DIVISION fURDINU CODE COMP RINCE OFPICR Sheet: 1 .14 Oroinp No. 971 INDUSTRIES Rev: 1.750 34.625 TYP. BOTH PANELS ACTIVE PANEL. 71.750 EXTE IOR 1.750 INACTIVE PANE(, 95.750 9.3.625 EXTERIOR ROUGH OPENING 1.272 4.000 4.000 SEE SHEET 3 FOR ANCHORS .250 --- MAX. SHIM SPACE ROUGH OPENING 3.000 —1 84 3/4" DAYLIGHT OPENING F-- 3.000 N MAX. SHIM .250 SPACE 1.479 VERTICAL SECTION INTERIOR 1.489 .250 MAX. SHIM SPACE ROUGH OPENING 25" DAYLIGHT OPENING # ri Rrt Ro rt Clark. P.E. P.E. #39712 Structural 6 HORIZONTAL SECTION INTERIOR &Maions: 0) added 2 pt. lock info Material: Reesd BY te. 0.B. 11/17/02 Drown Br D.B. Chkd By: rate: Date: /16/98 Teleroncss Were tinted. Reetkrr s 1/64 tided .Q2 4 Dsri,I4 .aD s MO. 1 /' Series/Model: SWD -101 Description: French Door — EIevat'ons PCT NO VENDOR NO 1070 Technology Dr. Nokomis, Fl. .34275 score: RODUCr REVISED so EespbIag 1r2Y tCe Rork,* Saliba Cade •et.pamot oo2 oaw.I explratlas Date it Colter( DAibo • PRODUCT RENEWED AOCErrnace No t - 0411. OBI EXPIRATTQV DA7T. NMVEM`ER 2Z j2,06 „VISION BUILDING coq t t& CE OFFICE Sheet: 2 "4 Omwhp INDUSTRIES • f .250 MAX. SHIM SPACE 971 ROUGH OPENING 1.480 Rein 3 POINT LOCK ASSY. 2 POINT LOCK ASSY. Revisions: 0) added 2 pt. lock info Se,Me/Mod.& SWD - 101 Description: Rand 6,.: Date: Dhkd Dote: French Door — Exploded /G/azinq 0.& 1 1/17/00 P0T ND: VENDOR NO: I ( Scot. Sheet: Drawing No. Res. Robert L. hark, Nina ex Dot.: 3d4 971 D RE. #39712 D.B 2/16/98 Moterrol: 1/8 ANN. 3/16 ANN. MM.= ff ' .090 — 3/16 ANN. .— I 3/16 ANN. —1 .250 MAX. SHIM 1 3.000 ---� SPACE .ThWorn Unless Nn(et Froctimc 4 1/64 NOW/ .00 4 poird .0017 Moir s r 1070 Technology Dr. Nokomis, Fl. 34275 1.489 1.489 L .250 Fl MAX. SHIM . 3.000 —^I SPACE .401' LAM. (./MONSANTO SAFLEX PYR ?NMI AYFR 464' LAM W/MONSANTO SAFLEX PY8 IHTF.RL!ER 0R .401' LAM. W /DUPONT BUTALITE INTERLAYER OR .464' LAM. W/DUPONT BUTALITE INTERLAYFR SEE NOTE J ON SHEET ( SEE NOTE J ON SHEET I DESIGN PRESSURF RATING: 160 last, DESIGN PRESSURE RATING: t75 psi PRODUCT REVISED as eaccpbbe wYE 1St Melds Bidding Cads Acceptance Ne 0 2- 701. 12 ENhMloo We 11 O 1. BY P 140 Coated Mike PRODUCT RENEWED ACCEPMNCI. N,. 01-0411 • 0 4 EXPIR6T1ON MOT. N DJ6 u dEa 22 t70 I SIA.a' • . 1uAw DUODMO OUP 0O44 L511 i INDUSTRIES Structural MIA M I•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ,FL 34275 The expense of such testing will be incurred by the manufacturer. APPROVED: 09/13/200 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Series F -6000 Aluminum Fixed Window under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. 7 2-(1, * ACCEPTANCE NO.: 01- 0102.03 EXPIRES: 09/13/2006 Raul Rodriguez Chief Product Control Division THIS IS ' 'Ht. COVERSI3EET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director • Miami -Dade County Building Code Compliance Office /0/ \\ s045000 \pc20001 \templates\notice acceptance cover page.dot Internet mail address: postmaster @buildingcodeonline.com • Homepage: http : / /www.buildingcodeonllne.com PGT Industries ACCEPTANCE No.: 01- 0102.03 APPROVED: SEP 1 3 2001 EXPIRES: SEP 1 3 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves an aluminum fixed window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series F -6000 Aluminum Fixed Window and its components shall be constructed in strict compliance with the following documents: Drawing No 550, Sheets 1 through 9 of 9, titled "F -6000 Aluminum Fixed Window," dated 10/24/00 and revised on 8/15/01, 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. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Window Size, see Comparative Analysis Table for tempered glass in Sheet 8 of 9, and for annealed glass in Sheet 9 of 9 of approved drawings. , 4. INSTALLATION 4.1 The aluminum fixed window and its components shall be installed in strict compliance with the approved drawings. 4.2 hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 5. LABELING 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copics of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2 Manue Perez P.E. Product Contro finer Produ• C• : • of Division PGT Industries NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the fling of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process; b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The engineer does not need to reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, and this last page 3. END OF THIS ACCEPT CE 3 ACCEPTANCE No.: 01- 0102.03 APPROVED: SP 13 2001 EXPIRES: SEP 1 3 2005 r Manuel P Product azat rez, . E., Product Control of Division mer PGT Industries E -1 ACCEPTANCE No.: 01- 0102.03 APPROVED: SEP 1 3 2001 EXPIRES: SEP 1 3 2006 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA.) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 550, Sheets 1 through 9 of 9, titled "F -6000 Aluminum Fixed Window," dated 10/24/00 and revised on 8/15/01, prepared by manufacturer, signed and scaled by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 along with marked -up drawings and installation diagram of an 0 configuration 120" wide by 60" high series F -6000 aluminum fixed circle top window glazed with 3/16" tempered glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2818, dated 9/27/00, signed and sealed by Jose Acevedo, P.E. 2. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 along with marked -up drawings and installation diagram of an 0 configuration 120" wide by 60" high series F -6000 aluminum fixed window glazed with 3/16" tempered glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2819, dated 9/26/00, signed and sealed by Jose Acevedo, P.E. 3. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 along with marked -up drawings and installation diagram of and 0 configuration 60" wide by 120" high series F -6000 aluminum fixed arch window glazed with 3/16" tempered glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2820, dated 9/26/00, signed and sealed by Jose Acevedo, P.E. 4. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 along with marked -up drawings and installation diagram of and 0 configuration 37" wide by 74" high series F -6000 aluminum fixed arch window glazed with 3/16" annealed glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2756, dated 8/14/00, signed and sealed by Aldo Pablo Gonzalez, P.E. Manuel Produ trol Division P.E. Product Control finer PGT Industries ACCEPTANCE No.: 01 -0102.03 D. MATERIAL CERTIFICATIONS 1. None F. OTHER 1. None NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA.) E -2 APPROVED: SEP 13 2001 EXPIRES: Manue Produ C • trol Division SEP 1 3 2006 5. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 along with marked -up drawings and installation diagram of and 0 configuration 74" wide by 37" high series F -6000 aluminum eyebrow fixed window glazed with 3/16" annealed glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2758, dated 8/14/00, signed and sealed by Aldo Pablo Gonzalez, P.E. 6. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 along with marked -up drawings and installation diagram of and 0 configuration 74" wide by 37" high series F -6000 aluminum circle top fixed window glazed with 3/16" annealed glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2748, dated 9/11/00, signed and sealed by Aldo Pablo Gonzalez, P.E. C. CALCULATIONS 1. Comparative Analysis and Anchor Calculations, prepared by PGT Industries, dated 12/28/00, revised on 8/20/01, signed and sealed by Robert L. Clark, P.E. E. STATEMENTS 1. Statement letter of no financial interest, dated December 11, 2000 signed and sealed by Robert L. Clark, P.E. 2. Statement letter of Code Compliance issued by PGT Industries on December 11, 2000 signed and sealed by Robert L. Clark, P.E. 3. Laboratory compliance letter for Test Reports No. FTL -2818, FTL -2819 & FTL -2820, issued by Fenestration Testing Laboratory, Inc., dated September 29, 2000, signed and sealed by Antonio Acevedo, P.E. 4. Laboratory compliance letter for Test Reports No. FTL -2748, FTL -2756 & FTL -2758, issued by Fenestration Testing Laboratory, Inc., dated September 28, 2000, signed and sealed by Aldo P. Gonzalez, P.E. Perez, P.E. Product Contr ammer HEXAGON 60" BETWEEN FLATS Maximum Area 21.65 sq. ft. FAN 120" x 55" Maximum Area 35.20 sq. ft. NON- IMPACT WINDOWS 1.) GLAZING: 3/16" TEMPERED 2.) CONFIGURATIONS: 0 3.) FOR DESIGN PRESSURE RATING SEE COMPARATIVE ANALYSIS ON SHEET 8 OF 8 4.) ANCHOR MAXIMIM SPACING: 15.000" 5.) SHUTTERS REQUIRED AT ALL INSTALLATIONS 6.) ALL FRAME JOINTS TO BE SEAM WELDED 7.) REFERENCE TEST REPORTS: FTL -2818, 2819 & 2820 FULL CIRCLE 060" Maximum Area 19.64 sq. ft. ELLIPTICAL 120" x 48" Maximum Area 31.46 sq. ft. ' Robert L. Clark, .E. PE #39712 Structural ITT INDUSTRIES porn By J.J. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. FL 34275 NOKOMIS. FL 34274 A ARCH. 60" x 120" Maximum Area 47.32 sq. ft. R F. . K. 1 8/ 15/01 ° 10/24/00 Senea/ModeC F -6000 Scok: NTS Sheet: 1 0 DETAIL C SEE SHT. 7 APPROVED AS COMPLYING WITH THE o btl' 1 BY PROD .. DIVISION BIAX IIM3 CODE COMPLIANCE OFFICE ACCEPTANCE ROO 1 — Cl hZ •0 Revisions: REDRAWN Description: ELEVATIONS, 3/16 TEMPERED GLASS /NW ALUMINUM FIXED WINDOW Drowiny No. 550 R.vr QUARTER CIRCLE 68" x 68" Maximum Area 25.22 sq. ft. HALF CIRCLE 120" x 60" Maximum Area 39.27 sq. ft. NON - IMPACT WINDOWS CONT. 3/16 TEMPERED CLASS REFERENCE TEST REPORTS: FTL -2818, 2819 & 2820 TRAPEZOID 60" x 120 Maximum Area 43.75 sq. ft. OCTAGON 60" x 60" Maximum Area 20.71 sq. ft. Roden 1.. Clark, P.E. PE #39712 Structural INDUSTR 1070 TECHNOLOGY DRAT NOKOMIS. FL 34275 EYEBRO W 74" x 37" Maximum Area 17.83 sq. ft. RECTANGLE 60" x 120" Maximum Area 50.00 sq. ft. Down By. J. J. Description: SSdees/Mod.J: P.O. BOX 1529 NOKOMIS, FL 34274 F -6000 Reeved 9y Data Revisions: F.K. j 8/15/01 REDRAWN Dots: 10/24/00 scar sheet: NTS 2 0 APPROVED AS COMPLYING NTH THE OM CODE COMPIJANCE OFFICE ACCEPTANCENO,OI — NO (.) ELEVATIONS, 3/16 TEMPERED GLASS rme: ALUMINUM FIXED WINDOW Droving No. 550 Rev: 8 HEXAGON 48" BE I WEEK FLATS Maximum Area 13.86 sq. ft. FAN 74" x 36" Maximum Area 14.42 sq. ft. NON— IMPACT WINDOWS 1.) GLAZING: 3/16" ANNEALED 2.) CONFIGURATIONS: 0 3.) FOR DESIGN PRESSURE RATING SEE COMPARATIVE ANALYSIS ON SHEET 8 OF 8 4.) ANCHOR MAX/MIM SPACING: 15.000" 5.) SHUTTERS REQUIRED AT ALL INSTALLATIONS 6.) ALL FRAME JOINTS TO BE SEAM WELDED 7.) REFERENCE TEST REPORTS: FTL -2748, 2756 & 2758 FULL CIRCLE 048" Maximum Area 12.57 sq. ft. ELLIPTICAL 74" x 36" Maximum Area 14.53 sq. ft. " Robert L. Clark, P.E. PE #39712 Structural FA INDUSTRIES Dram Br J.J. A ARCH. 37" x 74" Maximum Area 17.99 sq. ft. Rered By: Dots. RaaMona F.K. 8/15/01 REDRAWN Mar Dots 10/24/00 Description: ELEVATIONS, 3/16 ANNEALED GLASS ALUMINUM FIXED WINDOW Soria/Model: 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS fL 34275 NOKOMIS. FL 34274 F - 6000 Scab: shoat: NTS 3 et 9 DETAIL C SEE SHT. 7 APPROVED AS COMPLY9 G NTm THE SOUTH EIDABUIWIN0 CODE a „zZ BY BUIL CODE COMPLIANCE 4rlSPTANC. NOT 0 t 02 Drc►tn0 No. 550 Roo: 8 QUARTER CIRCLE 58" x 58" Maximum Area 18.35 sq. ft. / / / / / / 1 r 1 HALF CIRCLE 74" x 37" Maximum Area 14.93 sq. ft. NON- IMPACT WINDOWS CONT. 3/16" ANNEALED GLASS REFERENCE TEST REPORTS: FTL -2748, 2756 & 2758 TRAPEZOID 37" x 74" Maximum Area 14.26 sq. ft. OCTAGON 48" x 48" Maximum Area 13.26 sq. ft. Kuban L Clark, P.E. PE #39712 Structural INDUSTRIES T ■ 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. FL 34275 NOKOMIS. FL 34274 EYEBRO W 74" x 37" Maximum Area 17.83 sq. ft. RECTANGLE 74" x 37" Maximum Area 19.01 sq. ft. Or..n By: Ra d By F.K. 8/15/01 10/24/00 Description: ELEVATIONS, 3/16 ANNEALED GLASS M.: ALUMINUM FIXED WINDOW Series/Mode: F -6000 Scale: NTS REDRA Shoat 4 019 APPROVED AS COMPLYING WITN T E SOUTHk}L)QIOj Btl1lODE Br , L� OIMI <C.% p••• OT OWISNOlI BUIL CODE COUIPLIANCE OFFICE ACCEPTANCE NO.01:14 Drawing No. 550 I I/ ,� e 1 (4"; irriLkwm 1 , — , MAXIMUM HEIGHT SEE SHEETS 1 THRU 4 110 PAN HEAD WOOD SCREW 3/16" HEX HD. TAPCON (SHOWN) OR 3/16" FLAT HEAD TAPCON (C'SINK REQ'D) 1 -1/2" MIN. TEMPERED OR ANNEALED 14 MIN. 2x WOOD BUCK .390 MAX.— SECTION A —A TYPICAL SECTION & INSTALLATION INTO CONCRETE AT SILL & WOOD AT HEAD 1 -1/4" MIN. [ 1/4" SHIM MAX. NOTES: 1.MAXIMUM OVERALL DIMENSIONS ARE APPLICABLE TO SECTIONED ARCH. SHAPES. ANCHORAGE METHODS ARE APPLICABLE TO ALL SHAPES SHOWN ON SHEETS 1 THROUGH 4 OF 8. 1/4" SHIM MAX. 2. REFERENCE TEST REPORTS: FTL- 2818, FTL -2819, FTL -2820, FTL -2748, FTL -2756 & FTL -2758 Robert Clerk, P.E. PE #39712 Structure) INDUSTRIES 1070 TECHNOLOGY 0RNE NOKOMIS FL 34275 1x WOOD BUCK —1/4" SHIM MAX. TEMPERED OR ANNEALED 3/16" HEX HD. TAPCON (SHOWN) OR 3/16" FLAT HEAD C'SINK (C'SINK REO'D) MAXIMUM WIDTH SEE SHEETS 1 THRU 4 SECTION B —B TYPICAL SECTION & ALTERNATF INSTALLATION INTO CONCRETE Drorn By: J.J. Rrrod B y, Dols: Reria(rns: F.K. 8 REDRA 10/24/00 Description: SECTIONAL & ANCHORAGE VIEWS ALUMINUM FIXED WINDOW APPROVED AS COMPLYING WITH THE SOUTH DA 9Y PRO. -. '.LDMSIO BUIIOING OWE COMRUHCE 0 ArcFPTAYre Nn p V.Qg 4 P.O. BOX 1529 Serle.Ned.L Scale: Sheet: Drawing No. Row. NOKOMIS, FL 34274 F -6000 NTS 5 a19 550 8 .500 .055 -- ►If 2O F-6000 U- CHANNEL GLAZING BEAD .062 -►{ .735 2.000 --� O1 F -6000 FRAME EXTRUSION BILL OF MATERIAL MK. 1 2 3 4 5 6 7 8 9 PART # 68342 61168 7834 62899C/62501C 61308K 6SM55W 7PWSW DESCRIPTION FRAME HEAD, SILL & JAMB U— CHANNEL GLAZING BEAD #8 x 3/4 PN. PH. SMS SILICON BACK BEDDING CLOSED CELL FOAM TAPE SEAM SEALER 3/16 ANNEALED GLASS 3/16 TEMPERED GLASS #6 x 7/8 FL. PH. TEK VISIBLE LIGHT CALCULATION 1.344 WH WINDOW WIDTH "TIP TO TIP" — 2.688" WINDOW HEIGHT '71P TO TIP" — 2.688" y / " 7 Robert L. k, RE. NE N3 12 Structural INDUSTRIES Down By: J.J. 1070 TECHNOLOGY DRPIE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS. FL 34274 VENDOR ALUMAX OR = ALUMAX OR = SPENCER OR = DOW /G.E. OR = TAPE SPECIALISTS OF FL OR = SCHNEE /MOREHEAD OR = TRIPLE DIAMOND GLASS OR = TRIPLE DIAMOND GLASS OR = SPENCER OR = Revd By: F.K. Doter 8/15/01 Da s 10/24/00 Senee/Yod.F. F -6000 Scale. NTS SMet: 6 of 9 VENDOR # AF -8342 AF -1168 SM5504 APPROVED AS cOMPLYBIG WITH THE SOUTH FLORIDA BUILDING DA a li PRO, •• • . L DIVISION BUILDING CODE CONPUANCE .' CE ACCEPTANCE NO0 01.0Z. •03 REDRAWN EXTRUSION PROFILES & B.O.M. Titter ALUMINUM FIXED WINDOW Drawing No. 550 Row B 3/16" ANNEALED OR 3 /16" TEMPERED REFERENCE TEST REPORTS: FTL -2818, 2819, 2820, 2748, 2756 & 2758 TYPICAL GLAZING DETAIL 3/16" GLASS CLASS SILICON Robert L. Z , P.R PE (39712 Structural SEAM SEALER FAT DETAIL C TYP. 90' CORNER CONNECTION Rend R.d a Re ,imu: F.K. 8/ 15/01 REDRAWN Orurn J.J. Do w10/24/00 ,�� j INDUSTRIES GLAZING & CORNER DETAILS . ALUMINUM FIXED WINDOW Drawing No. 1070 TECHNOLOGY DRNE P.O. BOX 1529 Serlen/ModeC � Sheet NOKOMIS. FL 34275 NOKOMIS. FL 34274 F -6000 NTS 7 or 9 APPROVED AS COMPLYING %W+ THE SOUTW WO NGCODE 3 I � PRO .. -. BUILDING CODE COMPLIANCE ACCEPTANCE NO.OL'O%OZ. • O3 550 Window Heights Window Widths 19.125 24.000 26.500 37.000 48.000 60.000 97.000 111.000 120.000 26.000 135.00 135.00 135.00 135.00 135.00 135.00 135.00 122.90 112.60 39.000 135.00 135.00 135.00 135.00 135.00 135.00 78.90 69.60 65.50 51.000 135.00 135.00 135.00 135.00 90.60 80.30 77.20 63.00 55.80 60.000 135.00 135.00 135.00 135.00 90.60 58.00 58.00 58.00 58.00 Window Heights Window W'dths 19.125 24.000 26.500 37.000 48.000 60.000 97.000 111.000 120.000 26.000 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 39.000 100.00 100.00 100.00 100.00 100.00 100.00 78.90 69.60 65.50 51.000 100.00 100.00 100.00 100.00. 90.60 80.30 77.20 63.00 55.80 60.000 100.00 100.00 100.00 100.00 90.60 58.00 58.00 58.00 58.00 3/16" TEMPERED GLASS NOTES: 1.) Negative Design Loads based on Comparative Analysis and Gloss E 1300. 2.) Positive Design Loads based on Comparative Analysis and Water 3.) Numbers are for #10 screws or 3/16" Tapcons. 4.) Anchor maximum spacing: 15" Negative Design Loads Positive Design Loads REFERENCE: TEST FTL -2818, 2819, 2820 Robert ��e� Q/ L.'Flark, P.E. PE #39912 StrUCTUra1 Table ASTM Test Pressure. T IND STRIES 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 Orarn BY J.J. Deeer(otIon: COMPARATIVE ANALYSIS, NON- IMPACT 3/16T TRIe: Re ,d 6y. e: Rerifione: F.K. 815/01 REDRAWN 10/74/00 ALUMINUM FIXED WINDOW Sen'ee /Mode: Scan: Sheet O No. NOKOMIS, 1 34274 F -6000 NTS 8 a 9 550 APPROVED AS COMPLYING WIN 11E SOUTH FLORIDA BUILDQG OOOE DA = PR.' •• ' OL DIMS" BUILDING CODE COMPUANCE ACCEPTANCE NOZ (NO Z • 0 3 Re,, 8 Window Heights Window Widths 19.125 24.000 26.500 37.000 48.000 53.125 60.000 74.000 26.000 100.00 95.10 81.00 78.60 59.20 53.60 48.40 42.20 37.000 100.00 85.70 77.40 40.00 40.00 40.00 37.00 28.90 Window Heights Window Widths 19.125 24.000 26.500 37.000 48.000 i 53.125 60.000 74.000 26.000 120.00 95.10 81.00 78.60 59.20 53.60 48.40 42.20 37.000 115.10 85.70 77.40 40.00 40.00 40.00. 37.00 28.90 3/16" ANNEALED GLASS NOTES: 1.) Negative Design Loads based on Comparative Analysis E1300. 2.) Positive Design Loads based on Comparative Analysis 3.) Numbers are for #10 screws or 3/16" Tapcons. 4.) Anchor maximum spacing: 15" Negative Design Loads Positive Design Loads REFERENCE: TEST FTL -2748, 2756, 2758 and Glass and Water i Y 1/ Robert L. ark, PE. PE #39712 Structural Table ASTM Test Pressure. T INDUS ES 1070 TECHNOLO'�9 ORA%E NOKOMIS. F! 34275 Drawn ay J.J. ALUMINUM FIXED WINDOW Se1ee/1144N P.O. BOX 1529 NOKOUIS, FL 34274 F -6000 Rwsd BY: e: R.vfaiau: F.K. 8/15/01 REDRAWN oote: /24 00 APPROVED AS CAPLYINO VNTH THE OA YNT BY 4/ F Soot: Sheet Dimming No. NTS 9 .19 550 PROD .. • . OMSION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO,QL ^QLOZ. C.)$ COMPARATIVE ANALYSIS, NON- IMPACT 3/16A 8 e • FARM 600A -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Address: City, State: Owner: Climate Zone: Serrano 1290 N.E. 101 St. Miami Shores Village, FL 33139 - Esteban Serrano South Builder: Permitting Office: Permit Number: Jurisdiction Number: 232600 Miami Shores Village I. New construction or existing 2. Single family or multi- family 3. Number of units, if multi - family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type a. Clear glass, default U- factor b. Default tint c. Labeled U or SHGC 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Concrete, Int Insul, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH: Interior b. 2 Others Single Pane 0.0 ft 790.7 ft 0.0 ft' Addition Single family 1 4 No 3216 ft' Double Pane 0.0 ft' 0.0 ft 0.0 ft' R=0.4, 224.3(p) ft R =3.0, 2574.2 ft' R =3.0, 471.8 ft' - R =30.0, 3216.0 ft' Sup. R=6.0, 25.0 ft' 30.0 ft 12. Cooling systems a. Central Unit b. Central Unit c. Central Unit 13. Heating systems a. Electric Strip b. Electric Strip c. Electric Strip 14. Hot water systems a. Electric Resistance b. Electric Resistance c. Conservation credits (1-IR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HP-Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) Cap: 22.8 kBtu/hr SEER: 14.00 _ Cap: 46.8 kBtu/hr SEER: 12.00 _ Cap: 15.6 kBtu/hr SEER: 12.00 Cap: 32.0 kBtu/hr COP: 1.00 Cap: 27.3 kBtu/hr COP: 1.00 Cap: 16.7 kBtu/hr - COP: 1.00 Cap: 65.0 gallons EF: 0.84 Cap: 50.0 gallons EF: 0.86 PT, Glass /Floor Area: 0.25 Total as -built point Total base point I hereby certify that the plansnd sp2cificationscovered by this calculation are in compl on Energy Code. PREPARED BY. DATE: hereby certify that this building;,as.designed, is !ti compliance with the Florida Energy Code. ss OWNER/AGENT: DATE: Ernesto Rodriguez this pliance Ene Code. Before 'id lction z ompleted this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCPB v3.30) BASE 1 AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Type /SC Overhang Ornt Len Hgt Area X SPM X SOF = Points .18 3216.0 32.50 18813.6 Single, Tint S 3.0 12.0 80.7 55.34 0.87 3902.0 Single, Tint S 3.0 12.7 48.0 55.34 0.89 2357.2 Single, Tint S 3.0 3.6 40.0 55.34 0.55 1211.0 Single, Tint SE 3.0 8.8 25.7 66.34 0.82 1392.1 Single, Tint SW 3.0 8.8 25.7 60.87 0.82 1284.5 Single, Tint W 3.0 7.8 40.3 58.39 0.82 1942.1 Single, Tint W 3.0 7.8 24.0 58.39 0.82 1155.6 Single, Tint E 3.0 7.8 40.3 65.40 0.82 2164.7 Single, Tint E 3.0 7.3 79.1 65.40 0.80 4133.6 Single, Tint S 3.0 6.3 64.2 55.34 0.68 2427.1 Single, Tint E 3.0 6.2 32.7 65.40 0.75 1601.6 Single, Tint N 3.0 6.2 32.7 29.33 0.84 807.6 Single, Tint N 3.0 6.2 20.1 29.33 0.84 495.0 Single, Tint N 3.0 6.2 76.1 29.33 0.84 1877.2 Single, Tint S 3.0 4.2 28.5 55.34 0.58 912.0 Single, Tint S 3.0 4.2 39.3 55.34 0.58 1258.3 Single, Tint E 3.0 4.2 20.1 65.40 0.62 815.1 Single, Tint N 3.0 4.2 40.1 29.33 0.77 907.7 Single, Tint W 3.0 4.2 20.1 58.39 0.64 751.6 Single, Tint W 3.0 5.2 13.2 58.39 0.70 542.5 As -Built Total: 790.7 31938.5 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 471.8 1.00 471.8 Concrete, Int Insul, Exterior 3.0 2574.2 2.70 6950.3 Exterior 2574.2 2.70 6950.3 Concrete, Int Insul, Adjacent 3.0 471.8 1.30 613.3 Base Total: 3046.0 7422.1 As -Built Total: 3046.0 7563.7 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 24.0 2.60 62.4 Exterior Wood 24.0 9.40 225.6 Exterior 24.0 6.40 153.6 Adjacent Wood 24.0 3.80 91.2 Base Total: 48.0 216.0 As -Built Total: 48.0 316.8 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 3216.0 2.80 9004.8 Under Attic 30.0 3216.0 2.77 X 1.00 8908.3 Base Total: 3216.0 9004.8 As -Built Total: 3216.0 8908.3 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1290 N.E. 101 St., Miami Shores Village, FL, 33139- PERMIT #: EnergyGauge® DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 BASE AS -BUILT FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 224.3(p) -20.0 - 4486.6 Raised 0.0 0.00 0.0 Base Total: -4486.6 Slab -On -Grade Edge Insulation 0.4 224.3(p As -Built Total: 224.3 -19.65 - 4408.8 -4408.8 INFILTRATION Area X BSPM = Points Area X SPM = Points 3216.0 18.79 60428.6 3216.0 18.79 60428.6 Summer Base Points: 91398.6 Summer As -Built Points: 104747.1 Total Summer X System Points Multiplier = Cooling Points Total X Component Cap X Duct X System X Credit = Cooling Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 91398.6 0.4266 38990.6 104747.1 104747.1 104747.1 104747.1 0.268 (1.067 x 1.165 x 0.85) 0.549 (1.073 x 1.165 x 1.08) 0.183 (1.067 x 1.165 x 0.85) 1.00 1.167 0.244 0.284 0.284 0.272 0.950 7571.0 0.950 18130.6 0.950 6043.5 0.950 3159.7.8 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 1290 N.E. 101 St., Miami Shores Village, FL, 33139- PERMIT #: EnergyGaugem DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 I BASE I AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Type /SC Overhang Ornt Len Hgt Area X WPM X WOF = Points .18 3216.0 2.36 1366.2 Single, Tint S 3.0 12.0 80.7 4.79 1.02 394.1 Single, Tint S 3.0 12.7 48.0 4.79 1.02 233.7 Single, Tint S 3.0 3.6 40.0 4.79 1.29 247.1 Single, Tint SE 3.0 8.8 25.7 4.57 1.06 124.5 Single, Tint SW 3.0 8.8 25.7 5.26 1.02 137.9 Single, Tint W 3.0 7.8 40.3 5.65 1.00 228.1 Single, Tint W 3.0 7.8 24.0 5.65 1.00 135.7 Single, Tint E 3.0 7.8 40.3 5.05 1.03 210.9 Single, Tint E 3.0 7.3 79.1 5.05 1.04 415.2 Single, Tint S 3.0 6.3 64.2 4.79 1.12 344.7 Single, Tint E 3.0 6.2 32.7 5.05 1.05 173.0 Single, Tint N 3.0 6.2 32.7 6.11 0.98 196.2 Single, Tint N 3.0 6.2 20.1 6.11 0.98 120.3 Single, Tint N 3.0 6.2 76.1 6.11 0.98 456.0 Single, Tint S 3.0 4.2 28.5 4.79 1.24 169.6 Single, Tint S 3.0 4.2 39.3 4.79 1.24 234.0 Single, Tint E 3.0 4.2 20.1 5.05 1.07 108.9 Single, Tint N 3.0 4.2 40.1 6.11 0.97 238.5 Single, Tint W 3.0 4.2 20.1 5.65 1.02 115.3 Single, Tint W 3.0 5.2 13.2 5.65 1.01 75.3 As -Built Total: 790.7 4359.1 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 471.8 0.50 235.9 Concrete, Int Insul, Exterior 3.0 2574.2 1.20 3089.0 Exterior 2574.2 0.60 1544.5 Concrete, Int Insul, Adjacent 3.0 471.8 0.50 235.9 Base Total: 3046.0 1780.4 As -Built Total: 3046.0 3324.9 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 24.0 1.30 31.2 Exterior Wood 24.0 2.80 67.2 Exterior 24.0 1.80 43.2 Adjacent Wood 24.0 1.90 45.6 Base Total: 48.0 74.4 As -Built Total: 48.0 112.8 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 3216.0 0.10 321.6 Under Attic 30.0 3216.0 0.10 X 1.00 321.6 Base Total: 3216.0 321.6 As -Built Total: 3216.0 321.6 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1290 N.E. 101 St., Miami Shores Village, FL, 33139- PERMIT #: EnergyGauge® DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 1290 N.E. 101 St., Miami Shores Village, FL, 33139- PERMIT #: EnergyGaugeTM DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 BASE AS -BUILT FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab Raised Base Total: 224.3(p) 0.0 -2.1 0.00 -471.1 0.0 -471.1 Slab -On -Grade Edge Insulation 0.4 224.3(p As -Built Total: 224.3 -2.17 -486.0 -486.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 3216.0 -0.06 -193.0 3216.0 -0.06 -193.0 Winter Base Points: 2878.5 Winter As -Built Points: 7439.4 Total Winter X System = Points Multiplier Heating Points Total X Component Cap X Duct X System X Credit = Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) Heating Points 2878.5 0.6274 1806.0 7439.4 7439.4 7439.4 7439.4 0.421 (1.085 x 1.137 x 0.86) 1.000 0.359 (1.099 x 1.137 x 1.14) 1.000 0.220 (1.085 x 1.137 x 0.86) 1.000 1.00 1.197 1.000 0.950 0.950 0.950 0.950 3561.0 3038.0 1858.4 8457.4 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 1290 N.E. 101 St., Miami Shores Village, FL, 33139- PERMIT #: EnergyGaugeTM DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 BASE CODE COMPLIANCE STATUS AS -BUILT • WATER HEATING BASE Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms + Heating + Points Hot Water Points Volume Bedrooms Ratio Multiplier 4 2369.00 Heating + Hot Water Points Points 9476.0 65.0 0.84 4 0.57 2481.81 1.00 5611.0 1806 9476 50.0 0.86 4 0.43 2424.09 1.00 4215.8 8457 9827 49882 As -Built Total: 9826.9 FARM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 1290 N.E. 101 St., Miami Shores Village, FL, 33139- PERMIT #: PASS EnergyGaugeTM DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 38991 1806 9476 50273 31598 8457 9827 49882 FARM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 1290 N.E. 101 St., Miami Shores Village, FL, 33139- PERMIT #: PASS EnergyGaugeTM DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHE fif( Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area. y Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top /bottom plates; between walls and floor. ✓ Shower heads 612.1 EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. r i y / Floors 606.1.ABC.1.2.2 Penetrations /openings >1/8" sealed unless backed by truss or joint members. HVAC Controls 607.1 Se.arate readil accessible manual or automatic thermostat for each s stem. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Insulation Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. v / Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a / sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space tested. / Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. COMPONENTS SECTION REQUIREMENTS CHE F!( Water Heaters 612.1 Comply with efficiency requirements in Table 6 -12. Switch or clearly marked circuit breaker electric or cutoff • as must be • rovided. External or built -in heat tra • re. uired. y Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. iV Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. r i y / Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Se.arate readil accessible manual or automatic thermostat for each s stem. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. FORM 600A -2001 ry Code Compliance Checklist Residential Whole Building Performance Method A - Details l ADDRESS: 1290 N.E. 101 St., Miami Shores Village, FL, 33139- PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. EnergyGaugent DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.9 The higher the score, the more efficient the home. Esteban Serrano, 1290 N.E. 101 St., Miami Shores Village, FL, 33139- 1. New construction or existing Addition _ 12. Cooling systems 2. Single family or multi - family Single family _ a. Central Unit 3. Number of units, if multi - family 1 4. Number of Bedrooms 4 b. Central Unit 5. Is this a worst case? No 6. Conditioned floor area (ft 3216 ft' c. Central Unit 7. Glass area & type Single Pane Double Pane _ a. Clear - single pane 0.0 ft 0.0 ft 13. Heating systems b. Clear - double pane 790.7 ft 0.0 ft a. Electric Strip c. Tint/other SHGC - single pane 0.0 ft' 0.0 ft d. Tint/other SHGC - double pane b. Electric Strip 8. Floor types _ a. Slab -On -Grade Edge Insulation R .).4, 224.3(p) ft _ c. Electric Strip b. N/A c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance a. Concrete, Int Insul, Exterior R =3.0, 2574.2 ft b. Concrete, Int Insul, Adjacent R =3.0, 471.8 ft _ b. Electric Resistance c. N/A d. N/A c. Conservation credits e. N/A (HR -Heat recovery, Solar 10. Ceiling types _ DHP- Dedicated heat pump) a. Under Attic R =30.0, 3216.0 ft _ 15. HVAC credits b. N/A (CF- Ceiling fan, CV -Cross ventilation, c. N/A HF -Whole house fan, 11. Ducts _ PT- Programmable Thermostat, a. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0, 25.0 ft MZ- C- Multizone cooling, b. 2 Others 30.0 ft MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before fmal inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compf t features. of, "FS/64Y Builder Signature: _ Date: /d�'>7/43 Address of New Home: City/FL Zip: Cap: 22.8 kBtu/hr SEER: 14.00 _ Cap: 46.8 kBtu/hr SEER: 12.00 _ Cap: 15.6 kBtu/hr SEER: 12.00 Cap: 32.0 kBtu/hr _ COP: 1.00 Cap: 27.3 kBtu/hr _ COP: 1.00 Cap: 16.7 kBtu/hr COP: 1.00 Cap: 65.0 gallons _ EF: 0.84 Cap: 50.0 gallons EF: 0.86 PT, *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar ""designation), your home may qual 6 for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fsec. ucf. edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. EnergyGauge® (Version: FLRCPB v3.30) PROJECT 1 Title: Serrano Family Type: Single Address Type: Street Address Owner: Esteban Serrano New/Existing: Addition Lot #: N/A # of Units: 1 Bedrooms: 4 Subdivision: N/A Builder Name: (blank) Condi 1 Area: 3216 Platbook: N/A Climate: South Total s: 2 Street: 1290 N.E. 101 St. Permit Office: Miami Shores Village Worst No County: Miami -Dade Jurisdiction #: (blank) Rotat le: (blank) City, St, Zip: Miami Shores Village, FL, 3313f FLOORS' # Floor Type ,,....,v. R -Val Area/Perimeter Units I DOORS I # Door Type Orientation Area Units 1 Slab -On -Grade Edge Insulation 0.4 224.3(p) ft 1 1 Wood Exterior 24.0 ft 1 2 Wood Adjacent 24.0 ft 1 CEILINGS I # Ceiling Type R -Val Area Base Area Units COOLING I # System Type Efficiency Capacity 1 Under Attic 30.0 3216.0 ft 3216.0 ft 1 1 Central Unit SEER: 14.00 22.8 kBtu/hr 2 Central Unit SEER: 12.00 46.8 kBtu/hr 3 Central Unit SEER: 12.00 15.6 kBtu/hr Credit Multipliers: None Credit Multipliers: PT WALLS I # Wall Type Location R -Val Area Units HEATING I # System Type Efficiency Capacity 1 Concrete Block - Int Insul Exterior 3.0 2574.2 ft 1 2 Concrete Block - Int Insul Adjacent 3.0 471.8 ft 1 1 Electric Strip COP: 1.00 32.0 kBtu/hr 2 Electric Strip COP: 1.00 27.3 kBtu/hr 3 Electric Strip COP: 1.00 16.7 kBtu/hr Credit Multipliers: PT DUCTS I pppp # LotMro Location Lo catlon ler R -V41 Lend SMOaNIM # Panes Tint Omt Area OH Length OH Hg Units 1 Single Tint S 40.3 ft 3.0 ft 12.0 ft 2 2 Single Tint S 48.0 ft 3.0 ft 12.7 1 3 Single Tint S 40.0 ft 3.0 ft 3.E 1 4 Single Tint SE 25.7 ft 3.0 ft 8.E ft 1 5 Single Tint SW 25.7 ft 3.0 ft 8.E ft 1 8 Single Tint W 40.3 ft 3.0 R 7.E ft 1 7 Single Tint W 24.0 ft 3.0 ft 7.E ft 1 8 Single Tint E 40.3 ft 3.0 ft 7.E ft 1 9 Single Tint E 79.1 ft 3.0 ft 7.3 ft 1 10 Single Tint S 64.2 ft 3.0 ft 6.3 ft 1 11 Single Tint E 16.4 ft 3.0 ft 62 n 2 12 Single Tint N 32.7 ft 3.0 ft 6.2 ft 1 13 Single Tint N 20.1 W 3.0 ft 6.2 ft 1 14 Single Tint N 78.1 W 3.0 R 6.2 ft 1 15 Single Tint S 28.5 ft 3.0 ft 4.2 ft 1 16 Single Tint S 39.3 ft 3.0 ft 4.2 ft 1 17 Single lint E 10.0ft 3.Oft 4.2ft 2 18 Single Tint N 20.1 ft 3.0 It 4.2 ft 2 19 Singte Tint W 10.0 ft 3.0 ft 4.2 ft 2 20 Single Tint W 13.2 ft 3.0 ft 5.2 ft 1 1 Uncond. Cond. Interior 6.0 25.0 ft 2 Uncond. Uncond. Attic 6.0 20.0 ft 3 Uncond. Cond. Interior 6.0 10.0 ft Credit Multipliers: AHU sealed WATER # System Type EF Cap. Conservation Type Con. EF 1 Electric Resistance 0.84 65.0 None 0.00 2 Electric Resistance 0.86 50.0 None 0.00 I 2IA321 # Use Default? Annual Operating Cost Electric Rate 1 Yes N/A N/A • 1 DSIIN I Rater Name: CodeOnlyPro Class #: 3 Pool Size: 0 Rater Certification #: CodeOnlyPro Duct Leakage Type: N/A Pump Size: 0.00 hp . Area Under Fluorescent: 0.0 Visible Duct Disconnects: N/A Dryer Type: Electric Area Under Incandescent: 3216.0 Leak Free Duct System Proposed: No Stove Type: Electric NOTE: Not all Rating info shown HRV /ERV System Present ?: No Avg Cell Hgt:8.5 BUILDING INPUT SUMMARY REPORT EnergyGauge® (Version: FLRCPB v3.30) Location for weather data: Miami - User customized: Latitude(25) Temp Range(L) Humidity data: Interior RH (50%) Outdoor wet bulb (77F) Humidity difference(56gr.) Winter design temperature 47 F Summer design temperature 91 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 23 F Summer temperature difference 16 F Total heating load calculation 55335 Btuh Total cooling Toad calculation 65327 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Strip) 137.3 76000 Sensible (SHR = 0.73) 116.2 62196 Btuh Subtotal(sensible) Latent 195.0 23004 Duct gain Total 130.4 85200 Load component Load Window total 791 sqft 20654 Btuh Wall total 3046 sqft 13347 Btuh Door total 48 sqft 521 Btuh Ceiling total 3216 sqft 4631 Btuh Floor total 224 ft 0 Btuh Infiltration 160 cfm 2812 Btuh Internal gain 6700 Btuh Subtotal(sensible) 48666 Btuh Duct gain 4867 Btuh Total sensible gain 53532 Btuh Latent gain(infiltration) 6084 Btuh Latent gain(internal) 5710 Btuh Total latent gain 11794 Btuh TOTAL HEAT GAIN 65327 Btuh Load component Load Window total 791 sqft 21034 Btuh Wall total 3046 sqft 19984 Btuh Door total 48 sqft 475 Btuh Ceiling total 3216 sqft 2573 Btuh Floor total 224 ft 4016 Btuh Infiltration 183 cfm 4620 Btuh Subtotal 52700 Btuh Duct loss 2635 Btuh TOTAL HEAT LOSS 55335 Btuh Residential System Sizing Calculation Summary Project Title: Serrano "Esteban Serrano 1290 N.E. 101 St. Miami Shores Village, FL 33139- WINTER CALCULATIONS Winter Heating Load for 3216 soft Summer Cooling Load for 3216 soft EnergyGauge® FLRCPB v3.30 SUMMER CALCULATIONS Latent internei(9%) latent infi1 tnt.Gain(10 %) Ducte(7%) ti R( %) Doore(1 %) Wata(20 %) Code Only Professional Version Climate: South W ndowe(32%) ce+li+w( EnergyGauge® System Sizing based on ACCA Manual J. PREPARED BY: LI(Ari$Da Aiie) 1/l�Jl DATE: /011 0/02 Q2 Window Panes /SHGC /Frame /U Orientation Area X HTM= Load 1 1, Tint, Metal, DEF S 80.7 26.6 2146 Btuh 2 1, Tint, Metal, DEF S 48.0 26.6 1277 Btuh 3 1, Tint, Metal, DEF S 40.0 26.6 1064 Btuh 4 1, Tint, Metal, DEF SE 25.7 26.6 683 Btuh 5 1, Tint, Metal, DEF SW 25.7 26.6 683 Btuh 6 1, Tint, Metal, DEF W 40.3 26.6 1073 Btuh 7 1, Tint, Metal, DEF W 24.0 26.6 638 Btuh 8 1, Tint, Metal, DEF E 40.3 26.6 1073 Btuh 9 1, Tint, Metal, DEF E 79.1 26.6 2105 Btuh 10 1, Tint, Metal, DEF S 64.2 26.6 1706 Btuh 11 1, Tint, Metal, DEF E 32.7 26.6 870 Btuh 12 1, Tint, Metal, DEF N 32.7 26.6 870 Btuh 13 1, Tint, Metal, DEF N 20.1 26.6 533 Btuh 14 1, Tint, Metal, DEF N 76.1 26.6 2023 Btuh 15 1, Tint, Metal, DEF S 28.5 26.6 758 Btuh 16 1, Tint, Metal, DEF S 39.3 26.6 1046 Btuh 17 1, Tint, Metal, DEF E 20.1 26.6 533 Btuh 18 1, Tint, Metal, DEF N 40.1 26.6 1067 Btuh 19 1, Tint, Metal, DEF W 20.1 26.6 533 Btuh 20 1, Tint, Metal, DEF W 13.2 26.6 351 Btuh Window Total 791 21034 Btuh Walls Type R -Value Area X HTM= Load 1 Concrete - Exterior 3.0 2574 6.7 17247 Btuh 2 Concrete - Adjacent 3.0 472 5.8 2736 Btuh Wall Total 3046 19984 Btuh Doors Type Area X HTM= Load 1 Wood - Exter 24 10.6 254 Btuh 2 Wood - Adjac 24 9.2 221 Btuh Door Total 48 475Btuh Ceilings Type R -Value Area X HTM= Load 1 Under Attic 30.0 3216 0.8 2573 Btuh Ceiling Total 3216 2573Btuh Floors Type R -Value Size X HTM= Load 1 Slab -On -Grade Edge Insul 0.4 224.3 ft(p) 17.9 4016 Btuh Floor Total 224 4016 Btuh Infiltration Type ACH X Building Volume CFM= Load Natural 0.40 27336(sqft) 183 4620 Btuh Mechanical 0 0 Btuh Infiltration Total 183 4620 Btuh Esteban Serrano System Sizing Calculations - Winter Residential Load - Component Details 1290 N.E. 101 St. Miami Shores Village, FL 33139- Project Title: Serrano Reference City: Miami (User customized) Winter Temperature Difference: 23.0 F EnergyGauge® FLRCPB v3.30 Code Only Professional Version Climate: South 10/10/2003 - Esteban Serrano 1290 N.E. 101 St. Miami Shores Village, FL 33139- Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: Code Only Serrano Professional Version Climate: South 10/10/2003 Totals for Heating Subtotal Duct Loss(using duct multiplier of 0.05) Total Btuh Loss 52700 Btuh 2635 Btuh 55335 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or'DEF' for default) (HTM - ManuatJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) EnergyGauge® FLRCPB v3.30 Window Type Panes /SHGC /U /InSh /ExSh Omt Overhang Len Hqt Window Area(sgft) Gross Shaded Unshaded HTM Shaded Unshaded Load 1 1, Tint, DEF, B, N S 3 12 80.7 40.3 40.3 17 26 1734 Btuh 2 1, Tint, DEF, B, N S 3 12.6 48.0 48.0 0.0 17 26 816 Btuh 3 1, Tint, DEF, B, N S 3 3.58 40.0 40.0 0.0 17 26 680 Btuh 4 1, Tint, DEF, B, N SE 3 8.83 25.7 14.6 11.1 17 42 713 Btuh 5 1, Tint, DEF, B, N SW 3 8.83 25.7 14.6 11.1 17 42 713 Btuh 6 1, Tint, DEF, B, N W 3 7.83 40.3 10.9 29.4 17 48 1597 Btuh 7 1, Tint, DEF, B, N W 3 7.83 24.0 8.0 16.0 17 48 905 Btuh 8 1, Tint, DEF, B, N E 3 7.83 40.3 10.9 29.4 17 48 1597 Btuh 9 1, Tint, DEF, B, N E 3 7.25 79.1 18.1 61.1 17 48 3239 Btuh 10 1, Tint, DEF, B, N S 3 6.25 64.2 64.2 0.0 17 26 1091 Btuh 11 1, Tint, DEF, B, N E 3 6.16 32.7 4.7 28.0 17 48 1424 Btuh 12 1, Tint, DEF, B, N N 3 6.16 32.7 0.0 32.7 17 17 556 Btuh 13 1, Tint, DEF, B, N N 3 6.16 20.1 0.0 20.1 17 17 341 Btuh 14 1, Tint, DEF, B, N N 3 6.16 76.1 0.0 76.1 17 17 1293 Btuh 15 1, Tint, DEF, B, N S 3 4.16 28.5 28.5 0.0 17 26 484 Btuh 16 1, Tint, DEF, B, N S 3 4.16 39.3 39.3 0.0 17 26 668 Btuh 17 1, Tint, DEF, B, N E 3 4.16 20.1 4.7 15.3 17 48 816 Btuh 18 1, Tint, DEF, B, N N 3 4.16 40.1 0.0 40.1 17 17 682 Btuh 19 1, Tint, DEF, B, N W 3 4.16 20.1 4.7 15.3 17 48 816 Btuh 20 1, Tint, DEF, B, N W 3 5.16 13.2 4.7 8.5 17 48 487 Btuh Window Total 791 _ 20654 Btuh Walls Type R -Value Area HTM Load 1 Concrete - Exterior 3.0 2574.2 4.7 12181 Btuh 2 Concrete - Adjacent 3.0 471.8 2.5 1166 Btuh Wall Total 3046.0 13347 Btuh Doors Type Area HTM Load 1 Wood - Exter 24.0 10.9 261 Btuh 2 Wood - Adjac 24.0 10.9 261 Btuh Door Total 48.0 521 Btuh Ceilings Type /Color R -Value Area HTM Load 1 Under Attic /Dark 30.0 3216.0 1.4 4631 Btuh Ceiling Total 3216.0 4631 Btuh Floors Type R -Value Size HTM Load 1 Slab -On -Grade Edge Insulation 0.4 224.3 ft(p) 0.0 0 Btuh Floor Total 224.3 0 Btuh Infiltration Type ACH Volume CFM= Load Natural 0.35 27336 159.8 2812 Btuh Mechanical 0 0 Btuh Infiltration Total 160 _ 2812 Btuh System Sizing Calculations - Summer Residential Load - Component Details Esteban Serrano Project Title: 1290 N.E. 101 St. Serrano Miami Shores Village, FL 33139- Code Only Professional Version Climate: South Reference City: Miami (User customized) Summer Temperature Difference: 16.0 F 10/10/2003 I Internal 1 gain l Occupants Btuh /occupant Appliance I Load E`EeravGauae® FLXCPB NO) + 5200 I 6700 Btuh ' Esteban Serrano 1290 N.E. 101 St. Miami Shores Village, FL 33139- Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Code Only Serrano Professional Version Climate: South 10/10/2003 Totals for Cooling Subtotal Duct gain(using duct multiplier of 0.10) Total sensible gain Latent infiltration gain (for 56 gr. humidity difference) Latent occupant gain (5 people © 230 Btuh per person) Latent other gain TOTAL GAIN 48666 Btuh 4867 Btuh 53532 Btuh 6084 Btuh 1150 Btuh 4560 Btuh 65327 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U- Factor or 'DEF' for default) (InSh - Interior shading device: none(N), Blinds /Daperies(B) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (Ornt - compass orientation) EnergyGauge® FLRCPB v3.30 Estimated Total cost of improvements MIAMI SHORES VILLAGE - BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement or toe plans and specifications herewith submitted for the build • in or other structure herein described. This application Is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must bc kept at building during progress of the work. , 19.6- Owner's Name and Address 9/ ' e -eelLetao - Wet':-.—.....,.-- __— No.../.2 . Street---La lo / Vg Registered Architect and/or Engineer TIM TIPITIMMt•Httlfttle.."11 M Name and address of licensed contractor C<. J\ ‘add!se:1/4:-102 2. -...4.7.Liz....3.../1 Location and legal escription of lot to be built on: - Lot.7.[Cre:Ct Block Subdivision.:2.t.sh.il7:411...-.5 / Street and Number where work is to be done .0" 9# , 7•...c..161 State wokk o be done and puypose of building (by floors) i s;;X--"eefilb-"- PLA- 0 --- . -egg-'-4-1-4 7 4 ild-A- 5...Q0-4....._ i 4 ,(2 A 1 - ( -L—,2 4 /46 4 (.0.-9. . IZZaVa-vtr.-•-: ‘a., ie'...- - and for no other purpose. New Building Remodeling Addition Repairs .e-- No. of Stories / _ To be constructed of Kind of foundation Roof Coveting Amount of Permit S. - 5•fr r 60 Zone cubage required .Plan Cubage Distance .to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and spc ifi ations for said bli2g. All notices with reference to the building and its construction may be sent to.. . c7/ g, • The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Conipcnsation Act, being Section 5966, Compiled General Laws of Florida. Permanent Siqmlenient, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub-contractors employed by him in the work to bc performed under this permit; and will post or cause to be posted for inspection on the she of the work such public notice or noticcs as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this pennit, as are licensed by Miami Shores Village. Remarks (Signed) t -6- STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No ._Y* Date 11/4/ 1 Z1 /4.ze Read, Sworn to and Subscribed before me. Disapproved (Signed) Date Building Inspector PLANNING BOARD Notary Public, State of Florida My Commission Expires ..DATE to me well known, Chainnan Member ••■•■•■•••■■•■• Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from tbe Planning Board. A re fee of S1.00 will be charged when such re-inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. peered ... S e t'Yl UU slt . Chairman crr,bcr Member .. Council Approved NOTE: A charge of $1.00 will be made for the I'lannir.g Board. A re- inspection fee of $1.00 will be charged materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement or me plans and specifications herewith submitted for the build • ing or other structure herein+ described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village,'Florid.e, and all provisions of the Laws of the Stale of Florida, all ordinances of Miami Shores-Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. /, 1 Date..._ �/� w 1 c Owner's Name and Address . !.r W4 �Z = _ No,. Street...N _.. V r Registered Architect and /or 1»n ;inter Name and address of licensed contractor..t' 42"" 1.X1L Location and legal description of lot to be built on: Lot Mock Subdivision Street and Number where work is to be done State work to be done and purpose of building (by floors .644Q1 n . and for no other purpose. Ncw Building Remodeling t/ Addition Repairs No. of Stories To be constructed of Kind of foundation oof Covering Estimated Total cost of improvements $ er0 Amount of •Permit S...._l l>flQ Zone cubage required plan Cubage Distance to next nearest budding.. Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to.. The undersigned applicant for this building perinit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5%6, Compiled General Laws of Florida, Permanent Snp ur pleent, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employe by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such bcontractors, on work to be performed under this pennit, as are licensed by Miami Shores Village. Remarks .– ing Inspector PLANNING (Signed) L' ,19.20 STATE OF FLORIDA, tOtINTY OF DADE. ss. . Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- to me.well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. FoRErnAt) of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, s.nd that Alliacts therein by him stated•are true. ` Permit No 2 Date pe. .. �S.A.r4 2I..`l... r 15_5J head, orn to and Subscribed before me. Disapproved ,. �� - .l` D^ .tom \ t nt�x v r a =� C�t3iiz---- (Signed) Notary Public, State of Florida My Commission ExplisosAttlokrx. On nl LAMA 25 i 91113 Mar COMMISSION MOB ALT BOARD D MU (NBAL UNDERWRITERS Member Member Member Date Disapproved Date making corrections or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for insprvtinn or faulty Owner's Name and Address Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: STATE OF FLORIDA, COUNTY OF DADE. ss MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby nude for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. .tb.- w c Disapproved _ (Signed) Date .._....__. 1��'1:�.C. <....� " 1 Buildi nspector )(\\ • C QQ t GL Date.. — __.... _:_._..._....__ _._—.... __ ,19.: (� �..._._ _. No Street_... i �'J Ilf Lot Block Subdivision Street and Number where work is to be done L 2 _Q 0 WE_ 10 State work to be done and purpose - ,building (by floors )..._.... ' ..... _ i" y'- L41't -42Bs(1q — and for no other u P fix• New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 1q Amount of Permit S` Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed .under this permit; and will post or cause to be posted • inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only suc • • ntractors, on w. be • rformed under this pcnnit, as are licensed by Miami Shores Village. ,p 01 Remarks (Si C • '�__ L .. 441 i..i Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit n n , �� Permit No._ ! J Date Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires to me well known, PLAN INC BOARD DATE Chairman Member Member Member Member ....... Member — _._..._. Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection of faulty materials and /or workmanship.